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HomeMy WebLinkAboutP_5225_SGeneral Notes A Tl7is set of plans and sp9Cifications must be kept on the jOO at all times and It is unlawful to make any changes or alterations on the same without written permission from the City of Newport Beach Public Works Department The stamping of tha plan and specifications shall not be held to pemit or be an approw.l of the violation of any provisions of any city ordinance or state law. STORMWATER POLLUTION PREVENTION NOTES: STORMWATEA POLLUTION PRE\IENllON DEVICES AND PRACTICES SHN_L BE INSTALLED AND/OR INSllWTED AS NECESSARY TO ENSURE COMPLV\NCE TO THE CITY OF IRVINE WATER QUAI..ITY STANDARDS CONTAINED IN CHAPTER 3. WATER, OF OMSION 8 OF ffiLE 6 OF THE NEWPORT BEACH MUNICIPAL CODE AND ANY EROSION CONTROL PLAN ASSOCIATED WITH THIS PROJECT. ALL SUCH DEV1CES AND PRACTICES SHALL BE M.'JNTPJNED, INSPECllED AND/OR MONITORED TO ENSURE ADEQUACY AND PROPER FUNCllON THROUGHOUT THE DURAllON OF THE CONSTRUCllON PROJECT. C.Ompliance to the Watf!Jf Quality staridards and any Erosion Control Plan associated \Nlth this protect ilcludes, but is not limited to the following requirements: 1. Sediments and other pollutants shall be retained on site unlil property disp:>sed of, and may not be transported from the site via sheet flow, swates, area drains, natl.lal drainage courses or Mid. 2. Stockpiles of earth and otller construction-related materials shall be protected from beir.J transported from the site by the forces of wind Elld water flow. 3. Fuels, oils, solvents, and other toxic materials sl7all be stored in accordance wltti their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather. Spills rrust be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into tt,e drainage system, nor be allowed to settle or infiltrate into soil. 4, Excess or waste concrete may not be washed Into tt,e public Wr1J or any other drainage system, Pro11isio11S shall be made to retain concrete wastes on site until they can be disposed of as solid wastes. 5. Trash and construction solid wastes shall be deposited into a covered receptacle to pr01/9nt contamination of rainwater and clspersal by wind. 6. Sediments and other materials may not be tracked from tne site by vehiclJar traffic. The construction entrance roadways must be stabilized so as to iriiibit sediments from being deposited into ttie public way. Accidental deposits shall be swept up immediately and may not be washed dOWl'l by rain or ott,er means. 7. /J,fry slopes with cis'b.Jrbed sols or removed vegetation stlall be stabilized to inhibit erosion by wind and water. 8. Stormwater pollution prevention devices and for practices shal be modified as needed as the project progresses to ensureeffecti\reness. Oct 29, 2013 -5:54PM J:\E07 50C:\l:07-511 S..1nset Ridge Park\CAD\Sneets\CD\T0.00 Park -itle Sheet.dwg PUBLIC WORKS DEPARTMENT CONSTRUCTION DOCUMENTS FOR ■ I 4850 WEST COAST HIGHWAY CONTRACT NO. C-3449· I ·' . /; APPROVED: .,... __ "'-/~j'-"'~;,,,R ..... ::;.,,_,,,c:;/c__'_,jJ,_tft_· •. ~t-L,,>1/·---- David A Webb, RCE ~1 • PUBLIC WORKS DIRECTOR APPROVED: f 4,rMJ_. A,. TL,Al""t.i,,..,• Patrick Thomas, RCE 44223 DEPUTY PWD / CITY ENGINEER VicinityMap i····· CITY I ___ __,. r PROJECT SITE SiteMap OF COSTA i MESA PAClf'IO OCVN PROJECT LOCATION NBM'CIRT BAY DATE: ' ' / / Design Team OWNER The City of Newport Beach 3300 Newport Blvd. Newport Beach, CA 92663 P 1949 644.3309 F I 949.644.3308 Contacl: Andy Tran PROJECT BIOLOGIST BonTerra Consulting 2 Executive Circle, Suite 175 Irvine. CA 92814 P 1714.444.9199 F 1714,444.9699 Contact: Melissa A. Howe LANDSCAPE ARCHITECT/ IRRIGATION DESIGNER EPTDESIGN 9821 lc,ne Genter Drive Irvine, CA 92618-4307 T 1949.502.4500 F 1949,502.4610 Project Prtnclpal: Richard Vanderwood Project Manager: Jennifer Bushong lnigation Manager: Jacob Burgstahler ARCHITECT Ron Yeo Architects 500 Jasmine Al/enue Corona Del Mar, Ca 92625 PI 949.644.8111 F 1949.644.0449 Contact: Ron Yeo CIVIL ENGINEER Urban Resource 23 Mauchly, Suite 110 lrvlne, CA 9261 a P 1949.727.9095 F 1949.727.9098 Contact: Jay Ruby/ Marty .Aguerre VERDURA WALL DESIGNER Soil Retention 2501 State Street Carlsbad, CA 92008 P 1760.966.6090 F 1760.966.6099 Contact: Darien Osborne LIGHTING/ ELECTRICAL ENGINEER West Cost Design Group 26692 Paseo Brillo, Suite 204 San Juan Capistrano, CA 92675 PI 949.240.1378 FI 949,240.1782 Contact: Russ Owens STRUCTURAL ENGINEER Thornton-Tomasetti Group, Inc. 2415 Campus D!i\/8, Suite 110 lc,ne. CA92612 P 1949.271.3300 F 1949.271.3301 Contact: Young Nam GEOTECHNICAL CONSULTANT Leighton and Associates, Inc. 17781 Cowan Irvine, CA 92814-6009 PI 949.250.1421 F 1949,250.1114 Co11tact: Jeff Pflueger DRYUTIUlYCONSULTANT RGI Civil and Utility Consultants 3480 Hamner Avenue Norco, CA 92860 Pl951.279.7900 Fl951.279.4116 Contacl: Bob Gregory AGRONOMIC SOILS Soil & Plant Laboratory 4741 East Hunter Avenue, #A Anaheim, CA 92807 P 1714.282.8777 F 1714,282.8575 Contact: Jason Gihring Section 4216/-4217 ol 1118 Q:M!lnrTieri code requires a dig alert iclenliflcatlon number be Ism.ad ba1orti 8 'permit 1D ~· wlbavalld. call (2) v,mdrg days belore you olg. Sheet Index NO. IN SHEET TITLE SET 1 of 121 ---2 of 121 <ndlng TIiie ShHt, ConslnJctlon Notes and 0&anlltl• 3 of 121 Demolltion Plans 4 of 121 Demolll:IDl"I Pla1s 6 01121 __ .., __ &al 121 FIOUltl Gradng Pl.ana 7 ol 121 Rough Gradr,g Dellila aof 121 Eroalon Control ?tan 9 ol 121 Eroelon Contn::11 Pian 10 or 121 -·Ian 11 Cll'121 _, . .,, 1201121 _, . .,, 13of121 Storm Drain Plans 1-t-ci'121 Slarm Drain Plana ~ 16ol'121 Ania Drain Plan a: 16of121 Ania Drain Plan " 17of121 Area Drain Plan t 11al'121 ArN. Drain Plan CJ 19of121 Area Drain Plan -~ 20af 121 Ania Drain Plan ~ 21 af121 Area Drain Plan c.. , 22af121 Ania Drain Plan i ; .. ., .. , ArN. Drain Plan I 24of121 Area Drain Plan Ol i 25af121 Area Drain Plan .$c • 28of121 Ania Drain Plan Zlaf 121 ArN Drain Plan -~ I? 28of121 Pf'eclse Grading Plan UJ ! 28af121 Preciae Grading Plan iil I 30of121 Pf'aclae Grading Plan 31 af121 PfeoileGradlngPIErl 32 of121 PrecllSe Grading Plan 33of121 Praclae Grading Plan 34-of 121 Pf'aclae Grading Plan 35af 121 Pnlclae Grading Pia'! 38of121 Preoi18 Grading Plan , 37of121 Pf1IClle Grading PIErl 3Bof121 Pf'eciee G~ing Plan 38of121 Prac1ae Grading Pia! 40af121 PreoleeGradlngPIErl 41 of121 PredN Grading Plan 42of121 Pt'8Clle Grading Detala 43af121 HorizontalCoraol 44of121 Hortmntal Cortrol 45af121 Verdunl Wall Plan 48of121 Verdura Wllll Plan 47af121 Veldura Well Plan 48of121 Floo, Plan 48af121 Roof and Framhg Plan 50of121 Sectlal'III ai,d BIIIVIIIIONI 51 of121 ln19rlor Eleva1ion8 and 9ectlon8 62off21 Schlldullls 53of121 Conatructlon Notes and Typical Delall8 54-of 121 """"" 55of121 °""'" S6of121 Trelll Plan and EfevatlD11B 57of121 Trails Slructl.ral 58of121 Plumbing Plan 59af121 Dry UIIIIIIN Composlle so or 121 .... _ 81of121 .... _ 82of121 .... _ 83af121 .... _ 84of121 ... ·-1515 of 121 Buldlng Eleclrlcal 88of121 SerYice and Panel Debda 87 of 121 Conatructlon Plan ea or 121 """""'°"'" -119 of 121 Conatrucdon Plan 70of121 °"""""-"'"" 71 af121 Conatrulltian Plan t 72of121 °"""""-Enla,gemon1 73of121 Conllrucll0n Enlargement "' 74of121 Construction Legend -0 75of121 °"""""-Logaml C 7Baf121 Conatruolloil Detall8 "' 0, 77of121 Construction Delalla ~ 7Bof121 °"""""-....,. 79of121 Construction Delalla <II BO of 121 Conalrucllon o.tal■ 81 of 121 Construction Dnllla 82of 121 Conlltn.lctlon Details 83of 121 Construction Delalla 84-of 121 Construction Delaila B5of 121 Construction Delalla 88of 121 Construction Dnlll• 87of 121 ............... BB of 121 PlayglOLlnd l'lm18 89of 121 Can11tn.1et1on Delalla -Tension Shade at Plfflkl Area 90of 121 Conetrudlon Delalla -Tellllon Shade at Picnic Area et or 121 Conatruellon Delalla -Tension Shade at Picnic Area. 92af 121 Con811'Uctlon Delalla -Tension Shade at Picnic Area 93of 121 Conltrucllon Delalla -Tellllon Shlldtl at Picnic Ania 94of 121 Conatructlon DB1Bla -Tenaion Shade at Bal Reid 91!1 of 121 Constr'Jdlon Dslalla -Tenalon Shade at Bal Raid 86 of 121 Conltn.!Cllon Delalla -Tension Shade at Bal Reid fl7 of 121 Conatruellon Delalla-Tenelon Shade at Bd Flekl 98 of 121 Oonatructicm Dlllailll -T..-.lon Shade at Plaw,ound 9901121 Conetruotlon Delalla -Tenek>n Shade at PIR)VOUnd 100 of121 Conatn.idlon D91a11e -Tension Shade at Plan,guncl 101 of 121 Conltrudlon D8lalll -Tension Shade at Plm,ound 102 Of121 Construction Delaill -Tension Shade at PII.YIJtlUnd 108 of121 Slruo1inllletollo 104of121 Slruo1inllletolll 105of121 .............. 10801'121 Slructtnl DetaJla 107of121 Irrigation Plan 108of121 lrrlgallon Plan 10ld121 lntgalion Plan 110of121 ,_..., 111 ol'121 ,_..., " 112of121 ,.,, __ ~ 113of121 Irrigation o.tallSII ] 114ot121 Plllnllng Plan 115of121 Planllng ~ 118of121 _ .... 117ol'121 _., .. 118af121 Planting Plan 11901'121 Pining Enlargement 120af 121 --121 or 121 -DeloJla APPROVAL RECOMMENDED: MARK HARMON Date MUNICIPAL OPERATIONS DIRECTOR SHEET NUMBER T0,00 C-T-1 C-DM-1 C-DM-2 C-R0-1 C-RG-2 C-RD-1 C-EC-1 C,EC-2 C-SS-1 C-DW-1 C-DW-2 C-SD-1 C-80-2 C,AD-1 C,AD-2 CAI» c,J)4 C,AI)<; C""""8 C,AD-7 °""""" °""""" C,AD-10 c.AD-11 C,AD-12 c.AD-13 c-PG-1 c-PG-2 C-l'G-0 c,>G-4 C-l'G-6 C>-PG-<I c-PG-7 C>-PG-<I C<'G-11 c-PG-10 c-PG-11 c-PG-12 c-PG-13 c-PG-14 c-P0-1 C-Kl-1 C-Kl-2 w,.o, W,,02 WUl3 ... , A-2 1\,3 A-4 .... .... ... , .... .... A-10 P-1 U1.01 E1.01 EUJ2 E1.03 EUM EUl6 E1 .118 E1.07 L1.01 Lf.02 L1.03 L1.04 L1.05 L1.08 Lf.07 L1.08 LUBA L1.08 L1.10 L1.11 L1.12 L1.13 L1.14 L1.15 L1.15A L1.18 L1.17 L1.18 Lf.19 L1.20 Lf.21 L1.22 L1.23 L1.24 L1.25 L1.28 L1.27 Lf.28 L1.28 L1.30 L1.31 L1.32 L1.3S L1.34 so., 81.1 SU 81.3 L2n1 L2.02 L2.03 1.2.(M L2.05 L2.08 L2.07 L.9.01 1.3.02 ,.._ .. LS.04 L.3.05 1.3.08 LS.07 LS.08 - RECORD DRAWINGS THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. EPTDCSIGN WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. EPTDESIGN DATE 0412712015 APPROVAL RECOMMENDED: ~ ; \4~,;,,-~...-~"-~/ = ' ' DE1WEILER ) EATIOr.ANO SENIOR SERVICES Dl~OR Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 ':. -C "' "' "\ N ·- ~ C N ~ C 0---.0 0 a': N C) --.0 a. ~ ~ - C ~ a, m 8 "\ <-; ·-N "' "' 0 ~ G> "' (f) "'0 ~ -.0 "' -.0 C >->- 0 w .0 .. -0 :::» "' ----0 0--"' -0--j G> <( 0 V o' .. " C :::» " C -0 .. .<'. S1 u .:e G> .. 1--·-.c u 0 N .. -~ .!! 0 Cl "' a. G> ~ l .!! a. C " "' 0 V C ~ u " C E 0 ~ C "' -~ " "' c., ·;; >1 w "'0 ... ~ C 0 w 0 N .:;J a, -0--a, Consultant Revisions By Date City 1st Review Set JB/SH 02.21.13 . - CoNB Sub:-ni\Ial JB 03.08.13 2nd CoNB Submittal JB/SH 05.24,13 .,. , Rev 3cd ision Submittal JB/LS 07.19,13 CoNB 81.<brnittal "'8/_S 10.30.13 APPROVAL RECOMMENDED: //") c A[•[).,#4/ ---~:,,,. Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Park Title Sheet l'1ese :lra•Mri;RI aie l"lBlnl'nents ot moo EPTDE&'G\ s11111 rlrtim a:1 cop'jrlgi"lls. ~ta)JICI'/ ood COIT mar 'o.w -1,t,t with rogllrd to ~IISW drawi'lgs Brd !he CitSlgni oontlilned therein i1 el: fcrrmtl:l, iiciudi'lQ pliried ard dginzad. Th!st!ldral"ini;is a-e nottc be altered 17 a'ly' ~'I#, nor aoolgnad to a tt\ir<:I perty~triaul 4rst attaining; 'Mllt8n pefl"llilslonood ~c,nsent Fron EP7JESIGN. € E D " en "!2 "' 2 'I: 8 C "' a: ir I "' 0 N _c' -0 "' -(1l _Q .9 0 0 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C-T-1 L GENERAL NOTE 1. All WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PRO,ECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIIAITED FROM 7: 00 AM TO 6: 30 PM MONDAY THROUGH FRIDAY: 8: 00 AM TO 6: 00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. A STAMPED SET OF APPROVED PLANS SHAU BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHAU BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAIFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM All BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEi/iCES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEAN-UP DEPOSIT. 13. All PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. 14. NO PAINT. PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHAU BE REMOVED FROM THE SITE. NBMC 17.32.020. REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CII/IL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUllLINED AT THE MEETING. 2. A PRE-PAI/ING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAI/ING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAI/ING CONTRACTORS, DESIGN CII/IL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUllLINED AT THE MEETING. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHAU PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTlENDED USE AS AFFECTlED BY GEOLOGIC FACTORS. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IN ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY /STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRO,ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAU BE MADE TO APPLY CONTINUOUSLY AND NOT BE Lif.tlllED TO NORf.tAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARf.tLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROIFESSIONAL LICENSED CIVIL ENGINEER/ARCHITECT THAT PREPARED THE DRAINAGE PLAN SHALL CERTIFY AT THE COMPLETION OF THE PROJECT THAT THE SITE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A RETAINING WALL PERMIT HAS BEEN ISSUED. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS SET FORTH IN THE APPROVED GEOTECHNICAL INVESTIGATION PREPARED BY PETRA GEOTECHNICAL, INC; J.N. 412-06, DA TED DECEMBER 18, 2006 BENCHMARK DESCRIBED BY OCS 2002 FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB2-7-77", SET IN THE SOUTHWEST CORNER OF A 7 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUf.tENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC COAST HIGHWAY, 400 FT. EASTERLY OF THE CENTERLINE OF SUPERIOR AVENUE AND 48 FT. SOUTHERLY OF THE CENTER MEDIAN ALONG PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN OCS GPS 6287 &: OCS GPS 6259 BEING N40-15--06W PER RECORDS ON FILE WITH THE ORANGE COUNTY SURVEYOR. DIAL TOLL FREE 1-800-227-2600 AT l.FASI 1WO DAYS BEFORE YOU DIG l.NJERGROlNI SERI/ICE ALERT or saun£RN CMl'ORNIA. "1:>' 21, 2015-8:59AM P:\114.192\192-TS.dwg EARlHWORK QUANTITIES SEE SHEET C-RG-2 FOR EARTHWORK ANALYSIS C TY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92659-1768 GRAD NG AND GRADING FILL/CUTS • 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. All FILLS SHAU BE COMPACTlED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHAU BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL 6. All EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF TILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. All TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF All SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. All CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAUL TED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHAU BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEi/iCES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIi/ED BY THE CITY GRADING ENGINEER. 5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHAU BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL EROSION CONTROL 1. ALL THE WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE CITY OF NEWPORT BEACH, THE RECOMMENDATIONS OF THE PROJECT SOILS REPORT AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. 2. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHAU BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30%. DURING THE REMAINDER OF THE YEAR, THEY SHAU BE IN PLACE AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50%. 4. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHAU BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES Wl-iEN RAIN IS IMMINENT. 5. DEi/iCES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING DEPARTMENT. 6. ALL DESIL TING BASINS SHALL BE CLEAR OF SILT, AS NEEDED, TO PROVIDE THE NECESSARY VOLUMETRIC CAPACITY, AND STANDING WATER, TURBED-FREE OF SILT, SHALL BE PUMPED OUT OF THE BASINS TO ASSIST IN KEEPING THE VOLUMETRIC CAPACITY AND ASSISTING SILT REMOVAL 7. ALL SLOPES AT THE TRACT PERIMETER SHALL DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. A GUARD WILL BE POSTlED AND/OR AN ENCLOSURE ESTABLISHED WHENEVER THE DEPTH OF WATER IN ANY DEi/iCE EXCEEDS TWO FEET. 9. OUTLET CONDITIONS ARE NOT TO EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW Wl-ilCH IS TO PROVIDE CAPACITY OF 1.5Q. 10. PLACEMENT DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT IS LEFT TO THE DISCRETION OF THE ENGINEER. THESE DEVICES, IF ANY, MUST BE SHOWN ON THE PLAN BECAUSE THEIR PRESENCE WILL AFFECT THE REQUIRED CAPACITY OF THE DESIL TING BASIN. 11. IF EROSION CONTROL PROBLEMS OCCUR THE DEVELOPER SHALL CORRECT THE CONDITION IMMEDIATELY PRIOR TO RECEIVING A CORRECTION NOTICE FROM THE CITY GRADING ENGINEER. BUT IF A NOTICE IS ISSUED AND THE EROSION PROBLEM IS NOT CORRECTlED, THE DEBRIS DEPOSIT SHALL BE FORFEITED AND ALL CONSTRUCTION WORK SHALL BE STOPPED UNTIL THE PROBLEM IS CORRECTED AND A NEW DEPOSIT IS RECEIVED BY THE CITY. 12. THE DEVELOPER AND THE CIVIL ENGINEER SHALL REVIEW AND COORDINATE CHANGES IN THE EROSION CONTROL SYSTEM AS THE TOPOGRAPHY DICTA TES DURING THE GRADING PHASE. 13. THE STANDARDS TO BE USED IN DESIGNING THE VOLUMETRIC CAPACITY OF DESILTING BASINS CONSISTS OF: 1. UNIVERSAL SOIL LOSS EQUATION FOR SILT LOAD. 2. RATIONAL FORMULA FOR WATER LOAD. 3. 25 YEAR STORM. 4. OVERFLOW DESIGNED FOR 1.5 MAXIMUM Q. 14. IN CASE OF EMERGENCY, CALL -AT_-,.,..,..-,-----,--~,- (Responsible Person) (24 hour phone no.) 15. THE UNDERSIGNED CII/IL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND VERIFY THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. (SIGNATIJRE) SIJI ADDRESS SUNSET RIDGE PARK 4850 WEST COAST HIGHWAY NEWPORT BEACH, CA 92663 SOILS ENGINEER LEIGHTON GROUP 17781 COWAN IRVINE, CA 92614 PHONE: 949-681-4276 FAX: 949-250-1114 (DATE) OWNER CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 PHONE: 949-644-3309 FAX: 949-644-3308 BORCHARD SURI/EYING AND MAPPING 815 CALLE PUENTE SAN CLEMENTE, CA 92672 PHONE: 949-439-4682 FAX: 949-366-1640 • MPROVEMENT PLAN NO. 1 3 8 9 10 11 12 15 17 18 19 20 21 22 23 NO. 1 2 3 NO. 1 2 3 4 5 NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO. 30 31 32 33 34 35 36 37 38 39 40 41 63 77 DEMOLITION NOlES DESCRIPTION QUANTilY PROTlECT IN PL.ACE EXISTING FENCING 1 LS REMOVE EX. SIDEWALK. SEE LANDSCAPE CONSTIRUCTION PLANS. 846 SF REMOVE EX. CONCRETlE CHANNEL 560 LF REMOVE EX. TlERRACE DRAIN 1150 LF REMOVE EX. CONCRETlE V-DITCH 830 LF REMOVE EX. BLOCK WALL 200 LF REMOVE EX. FENCING 780 LF PROTlECT IN PL.ACE EX. UTILITY 1 LS PROTlECT IN PL.ACE EX. WALK 1 LS PROTlECT IN PL.ACE EX. CHANNEL 1 LS PROTlECT IN PL.ACE EX. V-DITCH 1 LS PROTlECT IN PL.ACE EX. TlERRACE DRAIN 1 LS PROTlECT IN PL.ACE EX. BUS SHEL TIER 1 LS REMOVE EX. SIDEWALK. SEE AREA DRAIN PLANS. 120 SF REMOVE TO 18" BEHIND EX. WALL ALL VEGETATION HANGING OYER WALL 1 LS EROSION CONTROL NOlES DESCRIPTION QUANTilY INSTALL EROSION CONTROL DEVICE PER DETAIL 2000 LF INSTALL FIBER ROLL SLOPE EROSION CONTIROL DEVICE PER CASQA BMP HANDBOOK SE-5 3600 LF INSTALL STABILIZED CONSTIRUCTION ENTIRANCE V.,TIH TlRACK-OUT PL.A TES, PER CASQA BMP HANDBOOK TC-1 1 EA SANITARY SEWER CONSTRUCTION NOlES DESCRIPTION QUANTilY CORE DRILL AND JOIN EXISTING SEWER MANHOLE 1 EA INSTALL 6" YCP SEWER LATERAL PER CITY OF NEWPORT BEACH STO. 406-L 168 LF JOIN BUILDING POINT OF CONNECTION 1 EA -- REMOVE EXISTING MANHOLE FRAME, GRADE RINGS &: CONE. RAISE MANHOLE RIM PER 1 EA CITY OF NEWPORT BEACH STD 401-L WITH NEW SHAFT SECTION. REPLACE CONE AND MANHOLE FRAME DOMESTIC WAlER CONSTRUCTION NOlES DESCRIPTION QUANTilY HOT TAP EXISTING 6" WATER MAIN PER CITY OF NEWPORT BEACH STD. 1 EA 507-L FOR 4" CONNECTION. INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A 3 EA INSTALL 4" C-900 PVC DOMESTIC WATER LINE PER CITY OF NEWPORT BEACH 86 LF SPECIFICATIONS [MIN 42" COVER) NOT USED INSTALL 4" GATE VALVE PER CITY OF NEWPORT BEACH STD 508-L. 1 EA 510-L-C, AND 511-L-C NOT USED INSTALL 4" HIGH PERFORMANCE TURBINE METER ASSEMBLY WITH AUTOMATIC 1 EA METER READER PER CITY OF NEWPORT BEACH STD 524-L INSTALL 2" METER ASSEMBLY WITH AUTOMATIC METER READER PER CITY OF 1 EA NEWPORT BEACH STD 503-L REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER 1 EA LANDSCAPE IRRIGATION PLANS. INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY 1 EA PER CITY OF NEWPORT BEACH STD 520-L-A INSTALL 90" BEND 1 EA INSTALL 4"x4"x2" TEE 1 EA INSTALL 2" TYPE K COPPER PIPE PER STD-503-L 1609 LF INSTALL FITTING (ANGLE PER PLANl 8 EA INSTALL 3/4" TYPE K COPPER PIPE PER STD-503-L 130 LF STORM DRAIN CONSTRUCTION NOlES QUANTilY INSTALL 18" RCP SD PIPE {D-LOAD PER PROFILE) 212 INSTALL 24" RCP SD PIPE {D-LOAD PER PROFILE) 436 INSTALL 30" RCP SD PIPE {D-LOAD PER PROFILE) 38 INSTALL 36" RCP SD PIPE {D-LOAD PER PROFILE) 44 INSTALL 42" RCP SD PIPE {D-LOAD PER PROFILE) 412 CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD. NO. 313-L 2 INSTALL MANHOLE PER APWA STO. PLAN NO. 320-1 1 INSTALL MANHOLE PER APWA STO. PLAN NO. 321-1 2 CONSTRUCT PIPE ENTRANCE TO EARTH CHANNEL PER OC ROMO STD. PLAN 1326 1 AND 1809. OUTlLET TO EARTH CHANNEL INVERT ELEVATION PER PLAN. PROTECT IN PLACE EXIST. UTILITY 1 INSTALL 48" PERF. HDPE INFILTRATION SYSTEM PER DETAIL ON SHEET C-SD-2 320 INSTALL CONTECH CDS UNIT MODEL 2015--4 PER MANUFACTURER'S SPECIFICATIONS 1 INSTALL 10" SOR 35 PVC DRAIN PIPE 5 CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET 12 C-PD-1 LEGAL DESCRIPTION THAT PORTION OF LOT 1 OF TRACT NO. 463, AS SHOWN ON A MAP RECORDED IN BOOK 32. PAGES 2 AND 3 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, THAT PORTION OF LOT 1 OF TRACT NO. 2250, AS SHOWN ON A MAP RECORDED IN BOOK 104, PAGES 6 AND 7 OF SAID MISCELLANEOUS MAPS, AND THAT PORTION OF LOT D OF THE BANNING TRACT, AS SHOWN ON A MAP A TT ACHED TO THE REPORT OF THE REFEREES FILED APRIL 14, 1890 IN CASE NO. 6385 IN OF THE STATE OF CALIFORNIA IN AND FOR THE COUNTY OF LOS ANGELES, CALIFORNIA TOGETHER WITH A PORTION OF LOT D OF THE BANNING TRACT, IN THE COUNTY OF ORANGE, AS PER f.lAP FILED IN SUPERIOR COURT CASE NO. 6385, COUNTY OF LOS ANGELES, CALIFORNIA TOGETHER WITH ALL THAT CERTAIN LAND DESCRIBED IN S DEED TO THE CITY OF NEWPORT BEACH, A MUNICIPAL CORPORATION, FROM 'DIRECTOR THE STATE OF CALIFORNIA, RECORDED MAY 6, 1993 AS INSTRUMENT NO. 93-0304178 OF OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA S DEED TO THE CITY 'TOGETHER WITH All THAT CERTAIN LAND DESCRIBED IN DIRECTOR OF NEWPORT BEACH, A MUNICIPAL CORPORATION, FROM THE STATE OF CALIFORNIA, RECORDED NOVEMBER 16,2005 AS INSTRUMENT NO. 05-920141 AND RE-RECORDED MARCH 30, 2006 AS INSTRUMENT NO. 06-208598 OF OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. LF LF LF LF LF LF EA EA EA LS EA EA LF EA NO. 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 NO. 1 2 3 4 5 6 7 8 9 12 13 14 15 18 21 22 tEWP0RT BEACH VICINITY MAP N.T.S. AREA DRAIN CONSTRUCTION NOTES DESCRIPTION QUANTilY INSTALL 4" SOR 35 PVC DRAIN PIPE. 4437 LF INSTALL f5' SOR 35 PVC DRAIN PIPE. 2435 LF INSTALL ff SOR 35 PVC DRAIN PIPE. 447 LF INSTALL 1()" SOR 35 PVC DRAIN PIPE. 612 LF INSTALL 12" SCH. 40 PVC DRAIN PIPE. 1691 LF INSTALL 4" SDR 35 PERFORATED SUB DRAIN PIPE ENCASEI) IN 1 CUBIC FOOT OF 3/ 4" 123 LF CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lAI.ENT). REFER TO DETAIL 65 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. INSTALL f5' ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. 14 EA INSTALL 12" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. 122 EA INSTALL 1ff BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. 37 EA INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. 11 EA INSTALL 3ft' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. 1 EA NOT USED INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE 5 EA SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. INSTALL 4• SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" 224 LF CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lALENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. 50 EA INSTALL 4• SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4• 1196 LF CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lALENT). REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. INSTALL 4• SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" 65 LF CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. 12 EA INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. 32 EA CONNECT AREA DRAIN LINE TO SUBDRAIN. 30 EA PRECISE GRADING CONSTRUCTION NOTES DESCRIPTION QUANTilY CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. PER LS PLANS CONSTRUCT CONCRETE BLOCK WALL CUT TOP OF BLOCK WHERE REQLIRED. SEE 441 LF STRUClURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. CONSTRUCT POURED ON PLACE CONCRETE WALL PER LANDSCAPE PLANS. 117 LF CONSTRUCT VERDURA WALL PER WALL PLANS. 709 LF CONSTRUCT 6" THICK PCC SIDEWALK PER LANDSCAPE PLANS. 300 SF JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. 65 LF CONSTRUCT 4" DEPRESSED CURB. 30 LF INSTALL PAYERS PER LANDSCAPE PLANS. PER LS PLANS INSTALL VEHICULAR CONCRETE PER LANDSCAPE PLANS. PER LS PLANS CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. PER LS PLANS CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. PER LS PLANS V-DITCH PER ROUGH GRADING PLANS. 565 I LF CONSTRUCT BRIDGE PER LANDSCAPE PLANS. PER LS PLANS CONSTRUCT MOW CURB PER LANDSCAPE PLANS. PER LS PLANS INSTALL SIGN PER LANDSCAPE PLANS. PER LS PLANS CONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. SlD-180-L FINISH PER LANDSCAPE PLANS. EXISTING STREET TREES SHALL BE PROTECTED IN PLACE. UNAUTHORIZED TREE REMOVAL(S) WILL TRIGGER SUBSTANTIAL PENALTIES FOR ALL PARTIES INVOLVED IN THE REMOVAL OF TREE(S). SURVEYOR OR ENGINEER SHAU PERMANENTLY MONUMENT PROPERTY CORNERS OF OFFSETS BEFORE STARTING GRADING. SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. SHEET INDEX TITLE SHT, CONST. NOTES &: EST. QTYS. --C-T-1 DEMOLITION PLAN C-DM-1 THRU C-□M-2 ROUGH GRADING C-RG-1 THRU C-RG-2 ROUGH GRADING DETAILS C-RD-1 EROSION CONTROL PLAN C-EC-1 THRU C-EC-2 SEWER PLAN C-SS-1 WATER PLAN C-DW-1 THRU C-□W--2 STORM DRAIN PLAN C-SD-1 THRU C-SD-2 AREA DRAIN PLAN C-AD-1 THRU C-AD-13 PRECISE GRADING PLAN C-PG-1 THRU C-PG-14 PRECISE GRADING DETAILS C-PD-1 VERDURA WALL PLAN 1 THRU 3 HORIZONTAL CONTROL PLAN C-HC-1 THRU C-HC-2 291 SF I RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 " -~ C "' -.: ·-<ti C N 0 0, C "' r-., 0: "' Q <°l! N CJ -"' D. u.. u.. - C ij 8 m N ·-N <ti VI ~ 0, G) " (f) "V ~ c!ii "' C f-f- Q w .a .. -0 :::, co ---"' 0, -N (I 0, G) ..: 0 u ~-.. m' :::, m C " .. -~ C 11,1 ~ C G) 0.. .. t--·-.c 11,1 0 N .. ~ &i Q ·c Cl a. G) " l .!! D. C m Q u C 11,1 m ~ VI C l'.) w "V -~ -~ C C -w D N ~ co -0, Consultant Revisions By Date Clly-Set JEI/SH 1)2,21.13 1st C.ONB &bnltlal JB 00.08.13 2ndCoNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Title Sheet "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ 'll '1. m I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - DM-1 ) I I ( --ss-ss-ss----ss V X PROJECT BOUN PROPERlY '-- ------ -~-ss-ss-ss-ss-ss-,s -ss-ss-ss----ss --------------~ ------------------ r />pt 21, 2015-9:00M1 P:\114.192\Gl8d.-.g\Rolq1 Gl&Cirv,192-CIEM.DY.13 l I J l ..____,r r • • I [ -----~, ·----+------·-" PROJECT BOUNDARY PROPERTY LINE ------ \ \ 1 I 5--- - f - " ,. , Ii, ,, - ---=-------------- I ' PROTECT IN PLACE EXIST WALL ~ 0 ----- • -------------- ---------=------------:--=-t------ ------== ,, -------- P OJECT BOUNDARY ROPERTY LINE s • • I • • ---- • • I • • • • I • • I • • I • I • • I • • DEM0UTION NOTES [I}--PROTECT IN PLACE EXISTING FENCING IB---REMOVE EX. SIDEWALK. SEE LANDSCAPE CONSTRUCTION PLANS. [ID---REMOVE EX. CONCRETE CHANNEL [ID-REMOVE EX. TERRACE DRAIN ffQI--REMOVE EX. CONCRETE V-DITCH lill-REMOVE EX. BLOCK WALL @--REMOVE EX. FENCING I@-PROTECT IN PLACE EX. UTILITY ff1I--PROTECT IN PLACE EX. WALK I@-PROTECT IN PLACE EX. CHANNEL [ffi-----PROTECT IN PLACE EX. V-DITCH Im-PROTECT IN PLACE EX. TERRACE DRAIN @--PROTECT IN PLACE EX. BUS SHELTER ~ REMOVE EX. SIDEWALK. SEE AREA DRAIN PLANS. ~ REMOVE TO 18" BEHIND EXISTING WALL ALL VEGETATION HANGING OVER WALL 0 10 20 Key Map RECORD DRAWINGS ao Feet Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ (f) w 0 t-- c.. w Consultant Revisions m C ·-c C Q - C m ·-VI G) "V C Q .a .. :::, - G) .. :::, .. 11,1 G) .. ·-.c 11,1 .. Q G) D. Q 11,1 VI "V C Q - 0 " -~ "' ,0: N <ti 0 0-. "' " 0: "' <°l! N "' u.. u.. ij 8 N N <ti ~ 0-. " ~ c!ii "' f-f- -co 0 ---"' 0-. N 0-(I ..: u ~- m' m C " -~ C ~ C 0.. 0 N ~ &i ·c Cl l " .!! C m u C m ~ C l'.) -~ -~ C -w N ~ co 0- By Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndc.oNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Demolition Plan "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ "ll "-m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - DM-2 -• • • I • • I • • I • • I • • I • I • • I • )1 , Q • • u t = J:LI I = =-.----, fl.I J:LI J:LI fl.I />pt 21, 2015-9:04/\M P:\114.192\Gl8di1g\Rolqi Gl8CifVl192-CIEM.DY.13 • • a 5----.._ PROTECT IN PLACE EXIST WALL L ---- ~ 0 "' 0 ~ I!! • ---------- --- - ------ -- --- I , >s I I I I , I I I I I I ~ ,:t,,p;,:; /'. L.,_~::.....~-""=~S~~ r:::======= <'s - I I I I I \_ L ---0 ------------~rv -- ----------- (l ----- PROJECT BOUNDA , PROPERTY LINE =---510-------,r_ -- -----------~-- =---------------=--~-----------:=--..::=:=_:--::-------- -- I I I I oo 0 0 0 0 I I r I 1 I n i Ii -)( 0 -- ----~------~ ---------------~ ----0 -------E--------------------------------: -------------------~- - --------------------• -------------------------------------· -----) ------------------- -----------,,.GJ --=---"' -------#--0 ----------- - 10 DEMOUTION NOTES [I]---PROTECT IN PLACE EXISTING FENCING REMOVE EX. SIDEWALK. SEE LANDSCAPE CONSTRUCTION PLANS. REMOVE EX. CONCRETE CHANNEL REMOVE EX. TERRACE DRAIN REMOVE EX. CONCRETE V-DITCH REMOVE EX. BLOCK WALL REMOVE EX. FENCING PROTECT IN PLACE EX. UTILITY PROTECT IN PLACE EX. WALK PROTECT IN PLACE EX. CHANNEL PROTECT IN PLACE EX. V-DITCH PROTECT IN PLACE EX. TERRACE DRAIN PROTECT IN PLACE EX. BUS SHELTER REMOVE EX. SIDEWALK. SEE AREA DRAIN PLANS. 12l--REMOVE TO 18" BEHIND EXISTING WALL ALL VEGETATION HANGING OVER WALL \0 -----------~----------------0 ------------------------------ 0 10 20 ao Feet Key Map RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 " -~ C "' ,0: ·-<ti C N 0 "' C "' " 0: "' Q <°l! N CJ -"' D. u.. u.. - C ij 8 m N ·-N <ti VI ~ "' G) " (f) "V ~ c!ii "' C f--f-- Q w .a .. -0 :::, co ---"' "' -N (I 0- G) ..: 0 u ~-.. m' :::, m C " .. -~ C 11,1 ~ C G) 0.. .. t--·-.c 11,1 0 N .. ~ &i Q ·c Cl a. G) " l' .!! D. C m Q u C 11,1 m ~ VI C l'.) w "V -~ -~ C C -w D N ~ co -0- Consultant Revisions By Date Clly-Set JEI/SH 02.21.13 1st C:ONB &bnltlal JB 00.08.13 2ndQJNBSwnitlw JEI/SH 06.2 •. 13 --ltlal JB/1.S 07.19.13 3rd C:ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Demolition Plan "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ "ll "-m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - RG-1 L ROJECT BOUNDARY LIMITS Of GRADING p -- ,,. 1+42. . DO TOP OF 6.43 INV 6 P 5.43 BOT. OF \ LIMI~ ,OF GRADI ,(DAYUGH "' \ \ :?>~:1 ,.,. ---.,..._,,_ss-ss-------e--s:s - - ---.. . -..-., -- />pt 21, 2015-10:27M1 P:\114.192\Gl8d,-,g\Rolq1 Gl&Cirv,192-RG.OWG ---- PROTECT I EXIST WAL ,;; REV ER-· • s1,s-031 g/2 n 0 •'rf' -------- ' I I I I I I L-------------, I I I I I I I I I I I I I .,.4• I I +---....I I I I I I I I I I I I I I I I 4,/ ">'r--- 1 I I I I I I I I I I ';J i ,,_.,. -----------· I I I I I I PROJECT BOUNDARY LIMITS OF GRADING I I --+--- ' I I •' -f-r..~· l I I I ,.~ J __ __ PROPOSED SPORTS FIELD -,.bl'<·-i ,.a,,:1 I -,. I I I I I , ... t . I ' PROTECT IN PLACE EXIST WALl_ JL 7 - STA +99.82 i ._ei'.1 I . ) " /' I I I I I I I I I C 30.00 TOP OF GRAVE 1 20.99 INV 6" PVC PE PROTECT IN PLACE 1 1 EXISTING UTILITIES PEit ____________ "'-:::::::::::::::::::::::::: -~ ___ J__'-"""_:C.: __ 5 _____ 19.9'l!J)T. Of GRA -------DEMO TION PLAN VEL \r.~,;--;;,;;';--;;;:-,;;';;;'";:P:;"aER;;,ttc:i,1:;<5 ---1c----.. ' \ TA 0+29.95 0.00 TOP Of GRA ' F 15 ',STA 0+23.26 30.00 TOP OF GRAVEL 15.23 INV 6 PVC PERF 15 '1 ~23 BO . OF GRAVEL • STA 3+93.39 30.00 TOP OF GRAVEL ~ 15 18.93 INV 6" PVC PERFJ 17.93 BOT. OF GRAVEL 1 I I I I I I I I I I I -1-1,,~CI~+-I • ------------ L - ---------,..---~~ow--- - - t'I',,"'---------f I I I /J!_----I I 0 -------:---.~n -- --9 -,.to", ---:.: 0 '----------...... ~ --- ----------------------------- -------------- ----- --------------.,_g'> -------:;...------------------- - - ------ -----------0 ----- ----- -----------------ow--~uw--OW-----------------• • .,. UNSUITABLE SOIL AREA CONlRACTOR TO GRADE AREA AS SHOYll-l ON PLAN. ALL SOIL EXCAVATED FllOM THIS AREA IS ASSUMED TO BE UNSUITABLE SOIL AND SHALL BE LEGALLY DISPOSED OF OFFSllE. ONCE THE GRADING IN THIS AREA HAS BEEN COMPLETED TO THE FINISHED GRADES SHOYll-l ON THE PLAN, THE CONlRACTOR SHALL JEST THE SOIL TO DETERMINE IF ANY UNSUITABLE SOIL REMAINS. IF UNSUITABLE SOIL REMAINS, THEN AN AODITlONAL 2 FEET OF SOIL SHALL BE REMOVED AND DISPOSED OF LEGALLY OFFSITE. THE AREA SHALL BE FILLED TO FINISHED GRADES SHOWN ON THE PLAN WITH SUITABLE SOIL FllOM THE OVERALL PROJECT SllE GRADING OPERATION. CONlRACTOR SHALL COMPLETE THE GRADING WITHIN THIS AREA PRIOR TO EXPORTING ANY SOIL FllOM THE PROJECT SllE. SEE SPECIFICATIONS ANO SOILS REPORTS FOR ADDITIONAL INFORMATION. RECORD DRAWINGS ----- ' --- SEClRTY FENCE SPECIFICATIONS INSTALl_ CHAIN LINK SECURITY FENCE PER STATE OF CALIFORNIA, DEPAR1MENT OF CONSERVATION, DIVISION OF OIL, GAS AND GEOTHERMAL RESOURCES SPECIFICATIONS AND AS FOLl_OWS: FENCES SHALl_ BE NOT LESS THAN 5 FEET HIGH AND MOUNTED ON 1 ¼" DIAMETER STEEL POSTS WITH AT LEAST THREE STRANDS Of BARBED WIRE AT A 45-DEGREE ANGEL FllOM THE TOP OF THE FENCE. THE FENCE SHAUL BE CONSTRUCTED OF CHAIN LINK OR OTHER INDUSTRIAL-TYPE FENCING OF NOT LESS THAN 11-GAUGE \\lRE ANO OF NOT GREATER THAN 2-INCH NOMINAL MESH. SUPPORTING POSTS SHALL BE SECURELY ANCHORED TO THE SURFACE, SPACED NO MORE THAN 14 FEET APART. PROVISIONS FOR REMOVALABLE POSTS MAY BE APPROVED PROVIDED THAT THE ANCHORING DEVICE IS AN INTEGRAL PART OF THE FENCE. TENSION \\lRES Of AT LEAST NO. 9 GAUGE COIL SPRING WIRE, OR EQUIVALENT, SHALl_ BE STRETCHED AT THE TOP AND BOTTOM OF THE FENCE FABRIC AND SHALl_ BE FASTENED TO THE FABRIC AT 24-INCH INTERVALS. THERE SHALL BE NO APERTURE BELOW THE FENCE LARGE ENOUGH TO PERMIT ANY CHILD TO CRAWL UNDER. GATES SHALl_ BE OF A STRUCTURE SUBSTANTIALl_Y THE SAME AS THE REQUIRED FENCES AND SHAUL BE KEPT SECURED WHEN NOT A ffiNDED BY AN ADULT. OTHER TYPES Of MATERIALS THAT CAN BE USED EFFECTIVELY TO RESTRICT ACCESS MAY BE SUBSTITUTED FOR THE MATERIALS INDICATED ABOVE, IF APPROVED BY THE SUPERVISOR. - -- ---- -.,,_g~ --- ..,._g:1 ., . -----------., . ----- -----------_______ /4'. • -----------ti Cil ,.. CONSTRUCTION NOTES @---CONSTRUCT V-DITCH PER DETAIL 14 ON SHEET C-RD-1. @---CONSTRUCT DRAINAGE CURTAIN PER DETAIL 15 ON SHEET C-RD-1. @---CONSTRUCT SLURRY CUT-OFF BARRIER PER DETAIL 16 Ot-1 SHEET C-RD-1. @---CONSTRUCT V-DITCH TO 24" RCP TRANSITION PER DETAIL 17 ON SHEET C-RD-1. @--INSTALl_ 24" RCP SD PIPE (1500-D). @--INSTALl_ 6" SDR 35 PVC DRAIN PIPE. @---CONNECT AREA DRAIN LINE TO SUBDRAIN. Key Map -- Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ (f) w 0 t-- c.. w Consultant m C ·-c C Q - C m ·-VI G) "V C Q .a .. :::, - G) .. :::, .. 11,1 G) .. ·-.c 11,1 .. Q G) D. Q 11,1 VI "V C D - 0 " -~ "' --.: N <ti 0 "' "' r-., 0: "' <°l! N "' u.. u.. ij 8 N N <ti ~ "' " ~ c!ii "' f-f- -co 0 ---"' "' N 0-(I ..: u ~- m' m C " -~ C ~ C 0.. 0 N ~ &i ·c Cl l " .!! C m u C m ~ C l'.) -~ -~ C -w N ~ co 0- Revisions By Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndCoNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Rough Grading Plan "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ "ll "-m I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - RG-2 FENCE PER LANDSCAPE CONSTRUCTION PLANS 12.0' a.o· EXISTING WALK BENCH -7::'J 10.0' EX. WALK EXIST GROUND\/ / / / / / / / ----c!F =-----/ ✓ TYPICAL SECTION "D" NOT TO SCALE l 3.o·, EX FG PROTECT IN PLACE EXISTING WALL TYPICAL SECTION "G"' NOT TO SCALE EXIST GROUND\ SWALE _ )._ ---- ROUGH GRADING PER SOIL RETENTION SYSTEM REQUIREMENTS SEE WALL PLANS SOIL RETENTION WALL RETAINING HEIGHT 10' MAX. SEE WALL PLANS TYPICAL SECllON T NOT TO SCALE EXIST FG 6.5' 5.0' I I FENCE' i I />pr 21, 2015-9:43Mt P:\114.192\G-.g\Rough Ga<ing\192-liGSEC.DWG VARIES / / EXIST GROUND\, / / / .5' e.O"' .5' ALK TYPICAL SECTION "A" NOT TO SCALE -- TOP OF SLOPE --- 10.0' a.o· EX. WALK 3.0' 10.0' 3.0' WALK -- EX. RET WALL HEIGHT VAR. O' TO 2' TOP OF RET WALL 3.0' ROUGH GRADING LINE ----c!F VEX. BUILDING 6" TW TO FG EXIST FG PROTECT IN PLACE EXISTING WALL SOIL RETENTION WALL RETAINING HEIGHT 4' MAX. SEE WALL PLANS 5.0' TO DAYIJ HT TYPICAL SECTION "E" NOT TO SCALE / / 18.0' / / 5.0' 8.0' 5.0' ------ BENCH WALK BENCH EXIST GROUND:\__ ------ TYPICAL SECllON ,r FENCE PER LANDSCAPE CONSTIRUCTION PLANS VARIES 0 TO 17 4.0' 3.0' SWALE NOT TO SCALE l VEX. BUILDING i,, \/,.k = EXIST FG ROUGH GRADING PER SOIL RETENTION SYSTEM REQUIREMENTS SEE WALL PLANS ROUGH GRADING PER SOIL RETENTION SYSTIEM REQUIREMENTS SEE WALL PLANS SOIL RETENTION WALL RETAINING HEIGHT 4' MAX. SEE WALL PLANS TYPICAL SECllON • .r NOT TO SCALE FENCE PER LANDSCAPE CONSTIRUCTION PLANS --- EX FG 3.0' TOP OF WALL VARIES 4.0' HEIGHT VAR. o· TO 6'~ TOP OF SLOPE ?"' / 10.0' ~--- / + 5' MIN + EXIST GROUND\, / /O DAYIJGH EX. WALK / / / / / / / --/ ~ '--------Ex. V-DITCH VEX. BUILDING l 3.011 v:EXIST FG1= _ I _, \/,~ - '.h--- EXIST FG I~ PROTECT IN PLACE EXISTING WALL TYPICAL SECTION "P NOT TO SCALE r k' EX. BUILDING EXIS 1= PROTECT IN PLACE EXISTING WALL r 6,5' I TYPICAL SECTION "8" NOT TO SCALE e• TW VEXIST BUILDING TOF~ .,,..-i. - -z:,\ "' - EXIST FG SWALE EXIST GROUND~ / / 6 -------- ROUGH GRADING PER SOIL RETENTION SYSTEM REQUIREMENTS SEE WALL PLANS SOIL RETENTION WALL RETAINING HEIGHT 10' MAX. SEE WALL PLANS TYPICAL SECTION "K" NOT TO SCALE 10.0' 3.0' WALK ROUGH GRADING LINE SUNSET RIDGE PARK 114.192 12-15-11 PARK SITE ROUGH GRADING U RBAN RESOURCE EARTHWORK ANALYSIS CO~<ULT ~C CIY II ;~GOHEI"--' EXISTING GRADE TO ROUGH GRADE BASED ON URC PREL. EARTHWORK 12-15-11 & LEIGHTON GEOTECHNICAL REPORT 3-12-2008 AREA/ DESCRIPTION UNIT CUT FILL I MASS EXCAVATION AREA {SQUARE FEET) SF 309,719 I 223,642 UNCLASSIFIED EXCAVATION {RAW CUT/FILL) CY 57,223 36,559 2' CUT AT UNSUITABLE SOIL AREA (DESIGN FILL) CY 633 633 REMEDIAL ~ 8" BELOW EX. GROUND FOR FILL AREAS (223,542 SF) CY 5,550 5,550 1.5' BELOW FG FOR CUT PARKING & ROAD (O SF) CY 0 0 3' BELOW BUILDING PAD AREA (2,700 SF) CY 300 ' 300 GROSS TOTAL CY 63,706 43,042 GROSS EXPORT CY 20,664 0.1' SUBSIDENCE* CY 1,147 828 I SUBTOTAL CY 62,559 43,870 ' SHRINKAGE (20%) * 10,968 TOTAL NET EARTHWORK CY 62,559 54,838 TOTAL NET EXPORT CY 7,721 ' ADDITIONAL EARTHWORK FACTORS ,. SLOPE BACKCUTS FOR RETAINING WALLS CY 300 UTILITY SPOILS CY 600 TOP SOIL I AMENDMENT (200,000 SF @2' TURF) CY 0 SUB DRAIN -DRAINAGE CURTAIN CY 1,200 ROAD SECTION (4" AC OVER 13" AB) CY 0 BUILDING FOOTING CY 30 GRAND TOTAL EARTHWORK CY 64,689 54,838 GRAND TOTAL EXPORT CY ALTERNATE BID ITEMS IF REQUIRED ADD. 2' UNSUITABLE SOIL REMOVAL (36,830SF@ 2') CY 2,728 3,410 ALTERNATE GRAND TOTAL EXPORT CY 8,536 I I * ESTIMATES ONLY -SOILS REPORT RECOMMENDATIONS REQUIRED {10 TO 30% PER SOILS) ** ESTIMATES ONLY-FINAL DESIGNS REQUIRED 114.192 EARTHWORK ANALYSIS 11/1/2013 RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 r-.. -~ C "' --.: ·-..-; C N 0 "' C "' ..., 0: "' Q ~ N CJ -"' D. u. u. - C ~ 8 m N ·-N ..-; UI ~ "' Cl) r-.. (f) ~ <'ii "V "' C ,_ ,_ Q w .a .. -0 :::, CX) ---"' "' -N (I 0- Cl) (I 0 ~-.. m' :::, m C " .. 'E C 1,1 ~ C Cl) 0.. .. t--·-.c -1,1 0 N .. ~ &i Q ·c Cl CL Cl) " l .!! D. C m Q u C 1,1 m ~ C E ~ C ·r UI C!) w "V 'E -"ll ~ C C -w D N ~ CX) -0- Consultant Rllvisions By Data CI\Y-Set JIWH 02.21.13 1st CoNB SUbmltlel JB 00.08.13 2nd CcNB Swrritlal JIWH 06.24.13 -SUbmllal JB/1.S 07.19.13 3.-dCcNBilwTitlal JB/1.S 10.ao.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civil Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Rough Grading Plan 11-ClatlW'lll•.....,..d--.fPl1JBSl,i ... _, -~~.-.:l«nm:11 ._ ...,._, JllgWIO,_ -ll'ClhdllVII ~t..-i.,llbna.nc::lllq ~.-.:1 dallmd, llmldllw'IOl•ncttlObellllNd_,_,, Wllt',l"D'.,..Wl&ttdpalJwlh:u:IIII~ IMllln s:an1Bakftll'CI001NtlarnEPIDEBD't, a. m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - RD-1 Provide ¾ w X 2~ notch In headwall ond dOwl"ldr"Ohl to recelva Qr"Otlt'l,O, Concrete Heodwoll Pipe size and Tvpe per Pion, vo.-res with slope - ns· . --- ' • '.'f ' -~':.;; ;:.• •• SECTION A-A Oo\lln droln !See Std, Pion i.321, "---Sht, 2 Of 31 'I 1-.___-1------C,-'-'-----'. I I • _ _.,.,/,. SECTION B-B Weld washer-s to removable i:;irote C4 totol) "'7 ,. Expose-cl 1-1/.41· portion of threode-d anchor bolt A A ¾· 2· ¾e. Tvo T,,,p, ,. ,. I )1-• •.<11 Golv. Suppor"t bOr"S at 9w o.c. ---+•◄ Golv. ears ot 3~ o.c. welded l'O ,;iol'Y. ■,i S.uppo-rt b-ors, 6_,:_x &· Gal .... onchor Dolts set in concrete 14 totoll VIEW NOTES: 1. Ground shall be pre-wetted to the satrsfactlon of the Bufldlng Official prior to placement of concrete. 2. Moterral for construction of downdrain sholl be concrete r'"einforced with 6" x 6" Wl,4 x Wl.4 welded wire fabric. 3. Downdrain to pipe transition shalt not be used within public road right-of-way. 4. Gr-ate shall be hot dip galvanized ofter fabrication. ORANGE COUNTY RESOURCES & DEVELOPMENT MANAG STD. PLAN Adopte<h Re:!l. 82-718 Re11lsed1 Res. 0-G--e10 1331 DOWNDRAIN TO PIPE TRANSITION SHT. I OF I NOTES: 1. CONSTRUCT 5" TRANSITION 2. INSTALL GALVANIZED STEEL GRATE ® V-DITCH TO RCP TRANSITION 171---------------=----N~O~T~T~O~SC~A~LE-;,----=a:.:.:.:='----- VARIES 5' MIN HEIGHT VARIES 10' MIN TO 16' GRAVEL TRENCH MATERIAL PER GEOTECHNICAL RECOMMENDATIONS FILTER FABRIC 1' INVERT OF PIPE TO BOTTOM OF GRAVEL s• PERFORATED PVC SUBDRAIN INVERT PER PLAN 1.0ll MIN SLOPE ~ Sl.8TERFIAt£AN DRANAGE CU'ITAN '1§_,---=::;;.a;=-::.:.a:.-=N~O~T~TO:a:..:::S~CALE=-:=:....a:;=-:..:..:..:::..:.... __ _ VARIES 5' MIN TOP OF BARRIER ELEV=30.00 BOTTOM OF SLURRY ELEV=PER PLAN TRENCH BACKFILL PER GEOTECHNICAL RECOMMENDATIONS CEMENT /BENTONITE SLURRY BACKFILL 6" PVC DRAIN LINE INVERT PER PLAN Q\ 81..l.MY CUT-oFF BAflER ®1------=="'--'-~N~O~T~T-O~S~CALE:......:::..:.:::..::::..:... ___ _ ¾,r21,2016-9:40AM P:\114,19Mllldng\floughQadng\192-RG_DET.DWG 3.0' CONCRETE V-DITCH n'PICAL BLOCK WAIL, T'IP "\ I I e·-o· MIN.* EXISTING GROUND PER PLAN 1. MIN.* MIN.* F.G PER PLAN • o. IZ n~ 4" CONC. Willi 6"x6" -W1.4xW1 .4 W.W.M. CENTERED F.L. ELEV. PER PLAN •WIDTH DEPENDS ON SLOPE OF EXISTING GROUND/CATCH POINT •• ACCESS AREA TO BE PLANTED WITH LOW GROUNDCOVERS PER LANDSCAPE PLANS @ CONaETE V-orTCI--I NTERCEPTOR DRAN 14--=====-=-=~N~O=T~T~O~S~CA~L~E==-:.=c:....:===--- 3.o· 1.5' 1: 1 1:1 1.5' 1.67" -- I -------A-------•---~ I \ oS ~ I \ -~ -1.67' -c... ~ I!" 1.5' --------l,...----l--------1---+ t.L t; . --------1-.J;..-....J. _______ ,_--+ 12•x12" BROOKS PRODUCTS CATCH BASIN v,m-1 GALVANIZED STEEL GRATE 12'x12" BROOKS PRODUCTS CATCH BASIN l'filH GALVANIZED STEEL GRATE t.L _!;J V-orTCI--I TRANSITION TO CA TCI--I BAStl BACKFILL PER GEOTECH RECOMMENDATIONS--~- NOT TO SCALE FILTER FABRIC MIRAFI 140N OR EQUIVALENT Willi 16" MIN. OVERLAP CONCRETE WALL SEE LANDSCAPE AND STRUCTURAL PLANS FOR CONSTRUCTION AND DETAILS 4" SOLID PVC SOR 35 DRAIN PIPE INVERT PER PLAN 7> 4" PERFORATED SUBDRAIN PIPE PVC ,....---SCH. 40 OR SOR 35. d'I, 00°0 ~ INVERT PER PLAN O ~ °a ]o j-L.---j 18:•~[_00-__,;.--..., J.-~-1 CUBIC FOOT OF 3/4" OPEN GRADED --1J.P CRUSHED GRAVEL PER GEOTECH -RECOMMENDATIONS 0 • • NOTE: • 0 ., ... TOP OF FOOTING PER PLAN ' • .i.. . ~ . i~ .... :,, REFER TO GEOTECHNICAL REPORT FOR SPECIFIC GUIDELINES AND RECOMMENDATIONS FOR WALL BACKFILL. WATERPROOFING. ANO DRAINAGE WAU. DRAlil DETAL NOT TO SCALE 1.0' 1.0' 1.0' 2 ~ ::, ~ H TRANSITION A FS PER -z V-DIT INLET FS PER PLAN "' 2 PLAN - "' 3.67' / , \ "? "' / ~ 3'C -1·-0· 1·-0· 4•-0· EXISTING GROUND '-~~--<--~~__.-~~--< ;... ;... "! -A I "' .,; - / FINISHED GRADE '" 1--.. .... ........ I I , I / I I I I I I ' ~ I WALL FOOTING, T'IP. 3.67' CONCRETE V-DITCH AT INLET TOP OF GRATE PER PLAN , ' "' '"- DETAI ONCRETE V-DITCH L HEREON \A 12"x12" B ROOKS BOX NO. 1212 ANIZED STEEL GRATE \\11H Gf,LV. TOP OF GR A TE = F.L PER PLAN F.G., OR F.S. PER PLAN 4" CONC. \'tllH 611x6•-W1.4xW1.4 W. W.M. CENTERED 4" SOLID PVC DRAINUNE INVERT PER PLAN 4" PERFORATED PVC WAll SUBDRAIN PIPE INVERT PER PLAN BLOCK WAll PER PLAN _ __, i I i • ACCESS AREA TO BE PLANTED Willi LOW GROUNDCOVERS PER LANDSCAPE PLANS 1.Q' Q.67' 1.Q' 4" I 1.Q' I 4" 1.Q' t=:t~=t=::J --1-4-:1:-....:.:..:::...._-:-I 41--_.:.:..=..-1 TOP OF FOOTING / PER PLAN~ CONSTRUCT OUTSIDE EDGE OF 12X12 BROOKS BOX AT EDGE OF WAll FOOTING AND TRANSITION V-DITCH AS NEEDED.---~ DRAIN PIPE SIZE PER PLAN PROPOSED CURB-~ EROSION BAGS--... 4A STORM DRAIN PIPE ""--12X12 BROOKS BOX / CONNECT TO AREA DRAIN SYSTEM PER PLAN SECTION A-A 3' WEE CONCRETE V-orTCI--I DETAL BEtN) WAU. NOT TO SCALE EROSION BAGS BAGS SECTION ·B-B. CATCH BASIN ~-INSTALL SILT PROTECTION Ai CATCH BASIN BERM DETAIL COMPACTED FILL MAINTAIN MIN. 15' WIDTH EROSION CONTROL DETALS NOT TO SCALE AREA DRAIN SECTION AREA DRAIN PLAN 2ll - F.L. ,. .. ' • 0 PROPOSED GRADE NOTES: TOE OF SLOPE AS SHOWN ON GRADING PLAN PROVIDE A 1:1 MINIMUM PROJECTION FROM DESIGN TOE OF SLOPE TO TOE OF KEY AS SHOWN ON AS BUILT NATURAL SLOPE TO BE RESTORED WITH COMPACTED FILL BACKCUT VARIES 2' MIN. IN BEDROCK OR APPROVED MATERIAL. ~¥:;r------7 ~t----__J_.i3' l 5' MIN. KEY WIDJ 2'x3' MIN. KEY DEPTH MIN. BENCHED FILL OVER NATURAL COMPETENT EARTH --------------------___ ;.... ___ _, ---,'--- I. -------- KEYWAY 1 O' (TYP.) .I "--15' MIN. OR STABILITY EQUIVALENT PER SOILS ENGINEER RECOMMENDATION (KEYWAY INCLINED 2% INTO SLOPE) 4' (lYP.) CUT SLOPE TO BE CONSTRUCTED PRIOR TO PLACEMENT OF FILL. BENCHED FILL OVER CUT TRW (TOP OF RETAINING WAll) PER PLAN 6" MIN. s· (T'IP.) / TF (TOP OF FOOTING) PER PLAN 1. WHERE THE NATURAL SLOPE APPROACHES OR EXCEEDS lliE DESIGN SLOPE RATIO, SPECIAL RECOMMENDATIONS WOULD BE PROVIDED BY lliE SOILS ENGINEER. 2. THE NEED FOR AND DISPOSITION OF DRAINS WOULD BE DETERMINED BY lliE SOILS ENGINEER BASED UPON EXPOSED CONDITIONS. BENCt-N3 FOR eot.l'ACTED FU -DETAL NOT TO SCALE RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 ,.._ C .,, <I --s: N ·-~ C N ~ C 0: -0 a ~ N (9 -"' D. ~ ~ - C 0 00 ~ 0 a, 0 --s: N ·-N ~ Ill 0 Cl> .,, Cl) 0: -0 "U ~ N "' C t--t--a w .a .. -0 :I 00 ---"' "' -N j 0-- Cl> -<( 0 u c' .. ~-5i :I C --0 .. "t"' C 11,1 ~ Cl> .f .. t--·-.c -11,1 0 N .. -~ .Ii a 0 V, a. Cl> ~ 1' .e D. C iii ~ a u C ~ 11,1 ~ Ill C t!) w "U • "' -~ C C -w a N 3 00 -0-- Consultant Revisions By Date CllyflevlowSet Je/SH 02.21.13 1st CONB SlDl1111!1 JB 00.08.13 2ndCoNB&bmtlal Je/SH 05.24.13 -SlDl1illel Jll/LS 07.19.13 31d CoNB &tlmtlal Jll/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63870 Senior Clvl Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Roug_h Grading Deta11s 11-lillllql• ......... ol..,.._EPIDEBDlllllll llllln 11~--RmrmDlllllr .ri,.'llhNg11111D'- dlalll'QB.-dhdllaua anllnldlhnhhal~hc:ulra lfflllllll'd dgllmd. l'-dlllil'Vl-l'lllllbHIMdhq ~ru---11and•llllhUtaoblln1i 'Mlarl _,......ll'lda:nsttamEPIDEBD4, E 0 ~ C C, -~ ~ ,! Cl. ~ I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS POLLUTION PREVENTION NOTES (May 1 through September 30) Dry Season Requirements (October 1 through April 30) Wet Season Requirements C - EC-1 V u ) LIMI ' I I \ \ \ \ ao-~==::::::~ s-----¾--- -~ 15 s_ __ _ ----- -----•• 5 •• ----- I I '--: - :,;.. ---.::---. '" '-- 1 " I ' I I I I I I L ___ _ ---0--------0 -0 ----10 ------------------------==--\. 0 --------------- -----------------------------------=== --------=--------::::-----------=-- --------------'--------------------~ -0 ---------------~ ------------~--- :j':;:;:-;;,~=:.---;;=i4 =-=..____..,c:::::::;,===i"'. --=='·~----:-:;~::=:-==--==--~-~r~ r~==-=--:--:--:-:~:~~·r~--::_~':~~--:::-::-::--~--~--~-'=c--~~:s::--=---~~~-----------~ _:::::::::~-- l J l r "-------JI />pt 21, 2015-9:451\M P:\114.192\Gl8di1g\Rolqi Gl&Cirv,192-RG_EC.Ol'tl:l --.[ I I / r -- ----- ---------- -- I • • , -N • -, .,.__ , • -- o--------- ' I I I I I I r-------------, i • • • PROJECT BOUNDARY LIMITS OF GRADING ' • • ------------------------~- ' ' I I I I ' I I I • • I • • • • In order to meet the requirements of the National Pollutant Discharge Elimination S)'Stem (NPDES) program for construction. construction contractors shall install and maintain appropriate Best Managment Practices (BMPs), as shown in the Erosion and Sediment Control Plan, on all construction projects. BMPs shall be installed in accordance with industry recommended standards, and/or In accordance with any General Construction Permit issued by the state for the project to prevent any discharges from the project site or into any storm drain facilities. All sediments, construction materfals, debris and wastes, and other pollutants must be retained on site and may not be transported from the site via sheet flow, swclles, area drains, natural drainage courses, wind, or vehicle tracking. Under direction of the Engineer of Record, erosion and/or sediment control devices shall be modified as needed as the project progresses to ensure effectiveness. DRY SEASON RtQUIREMENTS SPECIFIED BMPs BMP Detail(s) A. Wind erosion BMPs (dust control) shall be Implemented. 11£-1 B. Sediment control BMPs shall be Installed and maintained 11£-1 at all operational storm drain inlets internal to the project. C. BMPs to control off-site sediment tracking shall be implemented and maintained . SE-10 D. Appropriate waste management and materials pollution control BMPs shall be implemented to prevent the contamination of stormwoter by wastes and construction materials. WM-B. WM-9 E. Appropriate non-stormwater BMPs shall be Implemented to NS-I, NS-J, NS-12 ' I prevent the contamination of stormwater from I >---' I I I I I I I ~-------------' I I I I I I (' I I I I I I SPORTS FIELD ~---------------------- J " -------- - -- --------------- • ' ,__._ construction activities. • • I • F. Deployment of permanent erosion control BMPs (Phrical EC-1 or vegetation) shall commence as soon as proct1ca on slopes that are completed for ant portion of the site. Standby BMP materials shall not e relied upon to prevent erosion of slopes that have been completed. I • ---■ NOTE 1: There shall be a "weather triggered" action plan and the abnity to deploy standby sediment control BMPs as needed to completely protect the exposed portions of tlie site within 48 hours of a predicted storm event (a predicted storm event is defined as a forecasted 50% chance of rain). I • • I N • u J:l;:I • u •Eo- • I • • [ • • l • J:l;:I J:l;:I = l:'ll J:l;:I J:l;:I l:'ll NOTE 2: Sufficient materials needed to install standby sediment control BMPs (at the site perimeter, site slopes and operational Inlets within the site) necessary to prevent sediment discharges from exposed portions of the site shall be stored on site. Areas that have already been protected from erosion using physical stabilization or established vegetation stabilization BMPs as described in item F above are not considered "exposed• for purposes of this requirement. 11£T SEASON REQUIREMENTS SPECIFIED BMPs IN ADDIT10N TO DRY SEASON REQUIREMENTS BMP Detail(s) A. Sediment control BMPs shall be implemented at the site Sf-6, Sf-10 perimeter, at all operatlonol storm drain Inlets and at all non-active slopes, to provide sufficient protection for storms likely to occur during the rainy season. B. Adequate physical or :Jetation erosion control BMPs EC-5 (temporary or permanen ) shall be installed and established for all completed slopes ~rior to the start of the rainy season. These BMPs must e maintained throughout the rainy season. If a selected Bt.1P fails, it must be repaired and Improved, or replaced with an acceptable alternate as soon as it is safe to do so. The failure of a BMP may indicate that the BMP, as installed, was not adequate for the circumstances in which it was used. Re~alrs or r~lacements must result In a more robust B P, or ad itional BMPs should be installed to provide adequate protection. C. The amount of exposed son allowed at one time shall not EC-1 exceed that which can be adequately protected by deployiny the referenced standby erosion control and sedimen control BMPs prior to a predicted rcinstorm. D. A disturbed area that is not completed but that is not Sf-6, SE-7, SE-10 being actively graded (non-active area) shall be fully protected from erosion with the referenced temporary and/or P.ermanent BMPs (erosion and sediment control). The ability to deploy standbt-BMP materials is not sufficient for these areas. osion and sediment control BMPs must actually be deJl7o;d. This includes all buHding pads, unfinished roods an opes. E. Sufficient materials needed to install referenced standby Sf-6, SE-7, SE-10 erosion and sediment control BMPs necessor6, to comr,letelyJ'rotect the exposed portions of e site from eros on an to prevent sediment dlschories shall be stored on site. Areas that hove already een protected from erosion using permanent fthyslcal stabilization or established vegetation stabiliza ion BMPs are not considered "exposed" for purposes of this requiremenl I hereby ,';'_:~:;":'.::'.':,I have read and understand the requirements In the Construction Runoff Guidance that the osion control plans and BMPs shown hereon ore in compliance with thes ts. /4::----- '<. ~ Slgned by:-,~~C.~=----RCE/ PE Number: 68466 • ln case of a ergency, the responsible person to be contacted shall be: Name: ____________ _ TIiie: _____________ _ • 1 Company: ___________ _ 24-Hr. Phone No.: _________ _ • I 0 10 20 ao Feet EROSION CONTROL NOTES Key Map CD=-1NSTALL EROSION CONTROL DE~CE PER DETAIL HEREON @--INSTALL FIBER ROLL SI.OPE EROSION CONTROL DE~CE PER CASQA BMP HANDBOOK SE-5 @---INSTALL STABILIZED CONSTRUCTION ENTRANCE WITH TRACK-OUT PL.ATES, PER CASQA BMP HANDBOOK TC-1 @-INSTALL SILT FENCE PER CASQA BMP HANDBOOK SE-1 RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 " -~ C "' ,0: ·-<ti C N 0 "' C "' r-., 0: "' Q <°l! N CJ -"' D. u.. u.. - C ij 8 m N ·-N <ti VI ~ "' G) " (f) 'V ~ c!ii "' C f--f-- Q w .a .. -0 :::, co ---"' "' -N (I 0- G) ..: 0 u ~-.. m' :::, m C " .. -~ C 11,1 ~ C G) 0.. .. t--·-.c 11,1 0 N .. ~ &i Q ·c Cl a. G) " l .!! D. C m Q u C 11,1 m ~ VI C l'.) w 'V -~ -~ C 0 -w Q N ~ co -0- Consultant Revisions By Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndCoNBSwnitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitla1 JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Erosion Control "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg pit,-.:1 RI dQlllad, "IIIINdlMl"Gl•not»blllWld., flrf WIW,l'D"..,..»aHd-wlhru:1111:mi.q 'Mbn l)lffllllllenn:lanattorn~. E ~ C ·[ "ll "-m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - EC-2 />pt 21, 2015-9:461\M P:\114.192\Gl8dr-,g\Rolq1 Gl&Cirv,192-RG_EC.Ol'tl:l ' L------------------- • • • • • • • I • • I C I I • I • I I I ! • • • I • I I • I ---L-• I • • I • • • ---------------- -I - ___ j 1 0 • ---------------- • - -- --------------- --------- L L_______J_J I • I I I I I Ti'·--~-----0 -- ------:..------- 0 0 --:;s,,,,, -- PRO.ECT BOUND LIMl1S OF GRADIN • OPERTY LINE ----------------=---·:;-.;;---~---------- -----~ ------------------------------------------ ---------------------------------------- --0 --------- ---------------------------------------------• • ---------------- -------0 ------------ V I I I a I I I I I 0 I I I I I I C I I D I ~ --~-- CJO 0 0 0 0 0 0 ----~-------------~ -- 0 " ~U\ @Xf-oc L---- --~--------- ------· --------------------------------0 -=---=-=-==----~ ,, ac:P -1\ --7rf---D EROSION CONTROL NOTES CD=-1NSTALL EROSION CONTROL DE~CE PER DETAIL HEREON @--INSTALL FIBER ROLL SLOPE EROSION CONTROL DE~CE PER CASQA BMP HANDBOOK SE-5 @---INSTALL STABILIZED CONSTRUCTION ENTRANCE WITH TRACK-OUT PLATES, PER CASQA BMP HANDBOOK TC-1 ©-INSTALL SILT FENCE PER CASQA BMP HANDBOOK SE-1 RECORD DRAWINGS 0 10 20 ao Feet Key Map Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 " -~ C "' --.: ·-<ti C N 0 "' C "' " 0: "' Q <°l! N CJ -"' D. u.. u.. - C ij 8 m N ·-N <ti VI ~ "' G) " (f) "V ~ c!ii "' C f-f- Q w .a .. -0 :::, co ---"' "' -N (I 0- G) ..: 0 u ~-.. m' :::, m C " .. -~ C 11,1 ~ C G) 0.. .. t--·-.c 11,1 0 N .. ~ &i Q ·c Cl a. G) " l .!! D. C m Q u C 11,1 m ~ VI C l'.) w "V -~ -~ C C -w Q N ~ co -0- Consultant Revisions By Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndc.oNBSwnitlw JEI/SH 06.2 •. 13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Erosion Control "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ "ll "-m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - SS-1 />i:>' 21, 2015 • 9:48AM P:\114.192\lmpn:M!ments\192-SS _ MP.Dl"IG L ...... ••• ••• \,_ ' .,.....,... / 43.15 40.20 .... ·l -RER G PLANS 00 \ '1 48" \. \ . .. .._ ... •1' " ,, . . ,: '· . . -1 ~: ,-... ... . .-~ ._ ... . . -<·/ , · . ._ " .,._ ;- ·:·. :, -· .--· flr;:r---.J ,· ---. 48" ' I : :,-.::.' .. ' " . ,•. " . '·• ::·r· • •': •. --· I I SANTARY SEWER NOTES ,-_: ·-:-_;:. CD=-coRE DRILL AND JOIN EXISTING SEWER MANHOLE @-INSTALL 6" VCP SEWER LA lERAL PER CITY OF NEWPORT BEACH STD. 406-L ®=,-JOIN BUILDING POINT OF CONNECTION ©-NOT USED @=-REMOVE EXISTING MANHOLE FRAME, GRADE RINGS &: CONE. RAISE MANHOLE RIM PER CITY OF NEWPORT BEACH STD 401-L WITH NEW SHAFT SECTION. REPLACE CONE AND MANHOLE FRAME RECORD DRAWINGS 0 5 10 21) Feet Key Map Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ w 0 t-- c.. w Consultant Revisions m C ·-c C Q - C m ·-"' G) "V C Q .a .. :::, - G) .. :::, .. 1,1 G) .. ·-.c 1,1 .. Q G) D. Q 1,1 "' "V C Q - By u.. f- co -"' N 0- j ir -~ -N ~ u.. f- Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndc.oNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Sewer Improvement Plan "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - DW-1 L n r--l L_ 0 0 .,------_ ( \.._ I I I I I I I I I I I I I I I I I I I I I I I I I I -------- I I -----f,_______ I --I I ----I I -----I I ----,_ -I --/ --------.., -I ----/ -- ------------'----L o ----' ----' ---- --------- ---- -------- 7 />pt 21, 2015-9:491\M P:\114.192\lmpn:Mlments\192-0W_IMP.DWG --- -----< - / / - / - / -- / / - I I I I --, I r I I I I --- ~IGATI~ ~JI CJ CAN,SF,0 EQUIPMEN LA'YOWT 6Nt(/4 R §€ABE 10 -r ~·B., __ ,; I 1N---j-Jo "' "' - C) ,.t,I __ _, II .,1- "-' .. ~ ffi ''"" "" 'j'"' tg ~g • •1 \ 21+07.95 SUPERIOR~ ~ 0+00.00 DW ,-.,.,.-.,. •4 SERVl€E I 0 I I I I I CJ EX 12" A7 DOMESTIC WAlE~ ~"f oo-,., c:::, I I I Ii I I I I I I I I I I I JC n CJ I I I I fix CJ I I I r I RECORD DRAWINGS D , 0 I I I I I I I I I I I I I X I I I fe I I I I I I I \ I I I I \ \ / ,, ,,✓ ,,,, ,, ,,,, L / DOMESTIC WA TER-N01ES ---- G)----HOT TAP EXISTING 6" WAlER MAIN PER CITY OF NEWPORT BEACH STD. 507-L, FOR 4" CONNECTION. @--INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A @=-INSTALL 4" C-900 PVC DOMESTIC WAlER LINE PER CITY OF NEWPORT BEACH SPECIFICATIONS (MIN 42" COVER) ©- @=--INSTALL 4" GAlE VALVE PER CITY OF NEWPORT BEACH STD 508-L, 510-L-C, AND 511-L-C ©- (z)----INSTALL 4" HIGH PERFORMANCE TIURBINE MElER ASSEMBLY WITH AUTOMATIC MElER READER PER CITY OF NEWPORT BEACH STD 524-L @-INSTALL 2" MElER ASSEMBLY WITH AUTOMATIC MElER READER PER CITY OF NEWPORT BEACH STD 503-L @--REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER LANDSCAPE IRRIGATION PLANS. @---INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER CITY OF NEWPORT BEACH STD 520-L-A @=-INSTALL 90" BEND @--INSTALL 4"x4"x2" lEE @ 0 5 10 21) Feet Key Map Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ (f) w 0 t-- c.. w Consultant m C ·-C C Q -D. - C m ·-VI G) "V C Q .a .. :::, - G) .. :::, .. 11,1 G) .. ·-.c 11,1 .. Q G) D. Q 11,1 VI "V C Q - 0 " -~ "' --.: <ti N 0 "' "' " 0: "' ,'l! N "' u.. u.. ij 8 N N <ti ~ "' " ~ c!ii "' f--f-- -0 co ---"' "' N (I 0. ..: u ~-m· m C " -~ C ~ C 0.. -0 N ~ &i ·c Cl l " .!! C m u C m ~ C l'.) -~ -~ C -w N ~ co 0. Revisions By Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndc.oNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Water Improvement Plan I .0 ~ E ~ C ·[ "ll "-m I ~ i~ "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I 1·· g •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ oo ~RhdllVII ~11..-i.,llbna.tlcllllrg ~ prn-.:lsd dQlllad, llllledllMl'Gl•not»blllWld.,flrf l5 WIW,l'D'..,_.'WlaHd-wlhru:lllloblllWq 'Mbn C 0 l)lffllllllenn:lanattorn~. 11 U a: 0 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - DW-2 I . I I -_ . -----------r--------------~-----~------~--------- I ' ' ' ' • I :92.72 ( 1 6.1 INV I i IL=89.2i -129!~1 ~ ~ ~ ------------------------------------ ~ • ------ --------------------------------------~' '' '' '' '' '' '' ' ' ' ' ' ' I-----, ' ' ' •-- \ ' ' I ' ' ~------------- ' ' ' ' ' ' I \ i J ' ' ' ' ' , f' ' ' ' ' ' ' I ' --~--' --' ', ' \ ' ' I I ' ' 'I / .. ,... : ,.,, ---1--- ' ' I ' r-----------~ I I I I i I~----- : .----I .,~ I t I ~ \ I ~ \ I I 'I '~ : I ! L----1 1 ! L~84.66 1L I R=95.54 11 '-----D=:i0(.77 , T=45.33 '1 S=0.059 I D _______________________ ------------------'------------------------· 6+fr4:l3-----------------------------, ' i 45.5 .. I • -- ' / '58.56 ----------1 -------------_45;57--- 13-' lj,e2<13,3.3 -0=82:OB_ T;;;-211.81 -,-· -• -~--- ------------• • --------------• • -----...___,, __ --~ -, -------• ---=---------------- ) 0 0 • JI ----------------- T I I I ~I 7 I I • I I ol o , i f I I I • v D 0 I I 0 0 0 • n -0-1100:00 ,., r 0 ---------- ------------------..2---------------------- -------· -------- --------- ------------- ----- --------------- ---------- -----• ------------- lJ • I I • r-,-.,.. />pt 21, 2015-9:50M1 P:\114.192\lmpn:Mlments\192-0W_IMP.DWG ------------ • n --• ... fl 0 0 DOMESTIC WATER NOTES @=---INSTALL 2• TYPE K COPPER PIPE PER STD-5O3-L @--INSTALL FITTING (ANGLE PER PLAN) @=-INSTALL 3/4" TYPE K COPPER PIPE PER STD-5O3-L 0 25 50 RECORD DRAWINGS 100Feet Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ (f) w 0 t-- c.. w Consultant Revisions m C ·-c C Q - C m ·-VI G) "V C Q .a .. :::, - G) .. :::, .. 11,1 G) .. ·-.c 11,1 .. Q G) D. Q 11,1 VI "V C Q - By 0 " -~ "' --.: N <ti 0 "' "' " 0: "' d! N "' u.. u.. ij 8 N N <ti ~ "' " ~ c!ii "' f--f-- -co 0 ---"' "' N 0-(I ..: u ~- m' m C " -~ C ~ C 0.. 0 N ~ &i ·c Cl l " .!! C m u C m ~ C l'.) -~ -~ C -w N ~ co 0- Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndCoNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/LS 07.19.13 3rd C.ONB SwTitlal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Water Improvement Plan "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ "ll "-m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS ..-.-INSTALL CUTOFF WALL \ \ PER DETAIL HEREON. JOIN EXIST. \rnAPEZOIDAL CHANNEL DIAL TOLL FREE 1-800-227-2600 AT LFASI 1WO DAYS BEFORE YOU DIG l.NJERGROlNI SERI/ICE ALERT or saun£RN CMl'ORNIA. />pt 21, 2D15-9:52AM P:\114.192\Gl8di'1g\PT8cise Gradirg\192-f'GSD.D'Ml 5' lYP. 10+00 10+50 --- :7 [ EXIST. CHANNEL ~~ r----A ~ ,, ,, ,, ,~_ CUTOFF WALL FOR TRAPEZOIDAL CHANNEL FLOWLINE OF EXIST. TRAPEZOIDAL CHANNEL '-- .___,_A ELEVATION JOIN EXIST. ,.,. ,' ' -z :·1'· ::I'..: ~.,.: l1!tJ SECTION A-A 11+00 " ~ ' . ---l.77 . LINE ;A-1' ~JJ¥.Fl~:S 6" X 6" -Wl.4 X Wl.4 W.W.M.• CUTOFF WALL•• ,CONTRACTOR TO MATCH EXIST. CHANNEL REINFORCEMENT .,CONCRETE SHALL BE 560-C-3250 V CUTOFF WALL DETAIL N.T.S. 11+50 12+00 12+50 13+00 13+50 14+00 14+50 N~Po~l G RANC~ CrrY OF EWPORli BEACH l (_ ---=--=--~~-~.--.:::.:;;:;::;;:::;::;:;;::==;;;;;;;;;=:=::.~::::~ c:: -- 5 X X ----.i:;o ------------------- LINE 'A' SIA 10+00.00 TO SIA 14+39.12 'A' GRAPHIC SCALE 20 0 10 20 ~ I •• I l~I ( Ill FEET ) 1 inch = 20 fl RECORD DRAWINGS PROFILE SCALE 10+22.99, EC , ,_ fo+24.2B '\ BG . ~ 10+30.6 HORIZONTAL: 1 " 20' VERTICAL: 1 " 4' Centerline Storm Droin Line Table Line # LengU, Direction L1 439.12' N0002'35"W LlO 11.17' N45"00'oo"W Ll 1 8.01' NOOOO'oo"W L12 1.29' N24"13'5:i" E L13 J.53' NOOOO'oo"W Centerline Storm Drain Curve Tobie Curve # Radius Length Tangent Delta cs 9.00' 3.81' 1.93' 24"13'53" C6 15.00' 6.34' .. TORM DRAIN NOTES INSTALL 18" RCP SD PIPE (D-LOAD PER PROFILE) INSTALL 24" RCP SD PIPE (D-LOAD PER PROFILE) INSTALL 3d' RCP SD PIPE (D-LOAD PER PROFILE) INSTALL 38" RCP SD PIPE (D-LOAD PER PROFILE) INSTALL 4'1' RCP SD PIPE (D-LOAD PER PROFILE) 3.22' 24"13'53" CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH SID. NO. 313-L INSTALL MANHOLE PER APWA STD. PLAN NO. 320-1 INSTALL MANHOLE PER APWA STD. PLAN NO. 321-1 CONSTRUCT PIPE ENTRANCE TO EARTH CHANNEL PER DC RDMD SID. PLAN 1326 AND 1809. OUTLET TO EARTH CHANNEL INVERT ELEVATION PER PLAN. PROTECT IN Pl.ACE EXIST. UTIL~ INSTALL 48" PERFORATED HOPE INFILTRATION SYSTEM PER DETAIL ON SHEET C-SD-2 INSTALL CONTECH CDS UNIT MODEL NO. 2015-4 PER MANUFACTURER SPECIFICATIONS INSTALL 1 O" SOR 35 PVC DRAIN PIPE CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1 @-CONSTRUCT V-DITCH PER DETAIL 14 ON SHEET C-RD-1 AND PER PROFILE HEREON. DEPTH OF V-DITCH PER PROFILE. WIDTH=2.50' (FIELO VERIFY TO MATCH EXISTING WIDTH) @-CONSTRUCT CONCRETE HEADWALL PER CALTRANS SID. PLAN NO. 089 (SIRAIGHr HEADWALL) @-CONSTRUCT RIP RAP PROTECTION PER DC ROMO SID. PLAN 1809. RIP RAP TO REMAIN ON CITY PROPERTY, AND SPAN FROM EDGE OF V-DITCH TO MIN. ELEVATION OF 49.0EL ~ INSTALL lRASH RACK PER SPPWC SID. PLAN NO. 361-2. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 " -~ C "' -.: ·-<ti C N 0 "' C "' " 0: "' Q <°l! N CJ -"' D. u.. u.. - C ij 8 m N ·-N <ti VI ~ "' G) " (f) -a ~ c!ii "' C f-f- Q w .a .. -0 :::, co ---"' "' -N (I 0- G) ..: 0 u ~-.. m· :::, m C " .. -~ C 11,1 ~ C G) 0.. .. t--·-.c 11,1 0 N .. ~ &i Q 'C Cl a. G) " l' .!! D. C m Q u C 11,1 m ~ VI C l'.) w -a -~ -~ C C -w Q N ~ co -0- Consultant Revisions By Date Clly-Set JEI/SH 02.21.13 1st C.ONB &bnltlal JB 00.08.13 2ndc.oNBSwrtitlw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Storm Drain Plan C-SD-1 "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ 'll "-m I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS 1------------------------a.;·,." ------------------------1 1-----------------------a,., .. -----------------------1 / -t8"PERFOR<TEDC:OLoJFLO.,,,- I I I ll'-'O" I0'-10' I'-~' " I SIi i '1FJ/.',T'RL,is DESCRIPTIGt< q ,,'J' PE~F. GOLCHO WT STICK w,SPIGOT HES10VED '<l",ID PEl'F. i;O.OFW WT STICK Thlb [,E,.SIL DEPIGTE SEGOf,1M:>Jo:o ISSTAL.AT o, PSACTI-SES AeJD IS rK•T INTEHO:D TO SUPERS SC'S,.,,,. ,,;-,c,r,.·AL STATE C-R LC'[.AJ_ sp·c,0,caro,s. n,.,:;rn SEARS NO RESPOt<SIBIL TYFORAN1 AL TE RAT ONS. RE',•,;,or, ""[-,-J'< o~, n ON FP.Ori -HIS STMD.SFO 'JOl-'.IL f'klN8·0·~ '"·"" ,u, ~ea,c,w,,eu""y ONG ,r,e,,,,,~ u~ Jl,_SIU-'"'":,u. >Ok I H 8 PKU..'C·~I ''""-U"-""" CNUINOCK8H.,LL ~[l'C." ,IIITLD TAILGrn OC-TQCOOSTRUGTIOC<TO','[SCYGJITA.JILln-. 1'm lr<GW. f<G NOTE: FRAME AND LID BY OTHERS, LOAD TO BE DISTRIBUTED TO CONCRETE FOUNDATION CONCRETE FOUNDATION (BY OTHERS), REINFORCING AS SPECIFIED BY DESIGN ENGINEER COMPACTED CLASS I BACKFILL MATERIAL 0"-24" GOLDFLO PIPE ----------:) PLEASE REFERENCE PRINSCO INST.Al.LATIDN GUIDE FOR PROPER TRENCH AND BACKFILL INSTRUCTIONS. 7<1S CETAIL DEPIGTS ~EGO,'McNJEC INSTALI_STIGN PSACTICES A SD IS HOT I~ TE'JDED TO SLCSFSEDE .,.,., SST QSAL STA TE ~R LOC."1. SPSCIFICSTlot,'S PSl"3,:ri EE;.RS r,o RC-S,0"8 e1Ln· FCoR ANY "1.TESAT o,s. RE"<ISIL~N sNC")R DEV STION FR';,'.' -H,~ <rr,.,m,RJ UC AIL. l'HIHSGLJ "-SS HC11 f'l=-<-o~,.1tL• . .,.,·r bSG NtE-< N'S uk UCS LS ScH•.' Le CC•H IH S 0HOJC'01. 1HS JCS n CW;!U cHSH>L R[\il[W Tl l[C[ JCT~IL:1 F~IJR m ~r.NSTRLr.TION -.c, vrn CY,,,., TSSII. T"(. "Frn.:.rn, INr DIAL TOLL FREE 1-800-227-2600 AT LrAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SEIMCE ALERT OF SOUTHERN CALFORN!l Apr21, 2016-9:6:lAM P:\114, 1 IIMl!idnQ\Pn,clse Gadlrg\192-PG-SD,DWG -9'-4"- ~7'-2" ?.L" RISER NOTC', ~II "..., .md I u ''JS ,,,,_d ,., '""'"·,_nm·., ,_, MSH IO '""'"""'' "·'-'" -v=• ,-,L,,,, k HDFC e ce S;•s'.e<> """'"' ;, 5'a,'.e<l8' oolf"'I ,;,~;.,-.,, ,h~lc 1:,e ,,•,~11"" , > o,:,o,co o,e ,.,',h U•, 1,;e~ "'1,S,0·1 OI ~~IM LlCJ ac: em,,,-, """"""'·' nulrlelln,,. F.-.11ooe,n<1metc, s',all ·;c,f{ ~,~c.m 1,,-,,,, lncJ,,,·11,,, , ele,·,tlms. ,.,,.,,1 cq,i..,,, C nensicrs. 1lesO<Clel s:ub ~,I,,., on1 ·;,er loca<iol3. II Is 1-,, E ,,1,,eec,.<'.01·1ca,cms "''""°' .,. 111-, 1<> -..,-he appl c.'11 c,, '"'""""'• p,;,,,..., shall ,.,, be hekJ 11,01e '" ~'P'"<"" "'"'""""''PP""",. "'"" ~,,ce,n All """ "" rn "1 ;m,,s~n, "" fm '""'""" nnl/ a,d ecta dl,re,.slom ,rey ·,m slchi ·; P,ln,co <alasm11ac.1, Dno,i a,-,,, 1'1-WH-1'0 1717 ",6-H ST NE WILLMAR. r,lN 5C2C1 www p:1neco ocm ""'"',1 ·,cu>1L 12" MIN. FOR 8"-24" SUNSET RIDGE PARK N~•NPCRT RCA.CH. CA SS-13-66 DEPTH AS SPECIFIED {Not to Excocd 8') 6" MINIMU!v GOLDFLO PIPE SECTION (SIZE AS SPECIFIED / 171i 16TH ST N~ v,; LLM.~R, Mr< ¼201 ACCESS RISER INSTALLATION W\',"N.prl"lSQJ.'OQm 0·1·10'1 V (MIN. COVER TO TOP OF RIGID PAVEMENT) MIN. 6" ABOVE PIPE CROWN NON-WOVEN GEOTEXTILE (\NHERE REQU RED BY E!'t.GINEER) SU ITABLE FOUNDATION NOTES: rlNAL CIACKrlLL 1. DETENTION AND/OR RETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF t,STM D2n1 /\ND THE MAN!JFACnJRER'S INST1\LL/\TION GU IDELINES. 2. A NON-\NOVEN GEOTEXTILE FILTER FABRIC OR OTHER ~'EASURES SHOULD BE TAKEN TO PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL, WH EN REQUIRED. 3. FOUNDATION: TRENCH BOTTOMS \"'ITH UNSTABLE OR UNYIELDING MATERIAL SHALL BE EXCAVATED TO A DEPTH DIRECTED 5Y THE ENGINEER AND REPLACEQ VVITH SUITABLE MATERL",L. FOR UNSTADLE MATERIALS, GEOTEXTILE MAY BE USED TO STABILIZE THE TRENCH BOTTOM. IF DIRECTED BY THE FNGINFFR. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II, AS SPECIFIEIJ tlY AsI·r.1 LJ2311 \1INIMUM BELJLJING THICKNESS SHALL BE 4'" 5. INITIAL BACKFILL: S!JITAOLE I,1!\TERIAL SI IALL □le CL1\SS I OR II, AS SPEC FIED QY ASTM D2321 COMPACTION AND BACKr LL urTS SHAI_L m: IN ACCORCANC[ WITH ASTM 02321 INITIAL BACKI LL SHALL EXTEND TO !'t.OT LESS THAN 6" ABOVE THE TOP OF THE PIPE. 6. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A MINIMUM OF 12" FOR PIPE DIAMETER UP TO 36" DIA \iETER, 15" FOR 42" AND 18" FOR "-8" AND 60" DIAMETER MINIMUM COVER, \I, SHALL BE MEASURED FROM THE TOP OF THE PIPE TO BOTTOi.i OF FLEXIBLE PAVEMENT OR TO THE TOP OF RIGID FA'✓Et,lENT. ADDITONALCO\/ER MAY BE REQUIRED FOR CONSTRUCTION LOADS, FOR VEHICLES OVER 75T OR TO PREVENT FLOATATION. 7. FINAL BACKFILL: SUITABLE MATERIALS DIRECTED BY THE ENGINEER SHALL BE USED IN LANDSCAPE OR l\'ON-TRAFFlr: APPLICATIOI\S. FO.:C: AREAS SLJB.IECTED TD TRAFFlr: A HIGHER DEGREE OF COMPACTION IS REQUIRED AND A SEPARATION LAYER OF NON-WOVEN GEOTEXTILE l✓AY ElE REQUIRED. COMPACTION LEVELS AND10R GEOTEXTILE MAY 8E SPECIFIED AT THE DISCRETION OF THE DESIGN ENGINEER. THI.S DETA L o:p1c-,, R:c c,r,·,1rn,n, ,~·ST ,.LLSTION PR•CT css At.[I 13 flOT ,..-rsst.[IE[, W SUPE""EDE "-"fN-'.TION,.L, 3TATE CoR LOCI.L S•7EG FICA ,10t<S. CSlt.SCO BEAAS ,e ~ESCD'1SISICITY EJS ""'y Al TEM T10,s, aE,· s10,i ANJi'.)R DE'.1A TIGr•J FRC·td TI<IS STA'1JAaJ: nSTAII.. PRl)lSr.~-H,S NO"' PSfiFOl,Mrn ,._.,,, "'·""JEER"m :,a r.:Sl(SN SSRVl•~S F(H 7<1S PSCl,JEC:-. THC r.ESI·~" """"''"'' .SI-CSU. HS\>IE.,. lHESE LET.'.IL~ P~l(H 7J •SONS7'UC:llQN l U VSHIFY SLill O.B Liff ;.c P~ NSCO. ltJC NOMINAL NOMINAL MIN. SIDE MID'NCST REGION ,.□ OD 11'/ALL "X" SPACING "'M" 1:0" 14.4" 8" 15" 17.6" 8" 1e" 215'" 9" 24" 28~'" 10" ~()'' 343" 1B" 2r.· 36" 41.0" 18'' rn· ,,, 47,8" 13" 22.4" 48" 54.0" 1il" 22.1"' 60"' 66 ,5" 1d" 12" 12" W ' 19" 23"' V (l1llN. COVER TO BOTTOM OF FLEXIBLE PAVEMENT OR LANQSCAPE AREA) INITI/\L B,\CKFILL BEDDING: r./lN. 4" FOR 12'-~6" PIPE I/IN. 6" FOR "-2'-60" PIPE UNLJISTURBED ::;uIL WCSTCRN MIN. REGION SPACING "'1,1" COVER "V" 12" 12" 12" 12" 20.4" 11" 20.6" 12" 18.li" 15" 20.5"' 18'" 18'" "MINl\1UM -3PACING '"I-II' MEASURED FROM OUTSIDE DLA \1ETERS 1i17 HTH ST. tlE WILL~'/\"-., l~N [i{)L\)1 '.\WN.pcio,co.rorr, DETENTION SYSTEM CROSS SECTION D-5-101 --- LINE 'A-1' AND 'A-1a' STA 10+00.00 TO STA 10+43.71 STA 10+00.00 TO STA 14+45.36 'A-1' 'A-1a' STORM DRAIN NOTES INST,ILL 18" RCP SD PIPE (D-LOAD PER PROFILE) INST,ILL 24" RCP SD PIPE (D-LOAD PER PROFILE) INST,ILL 3o" RCP SD PIPE (D-LOAD PER PROFILE) INST,ILL 35' RCP SD PIPE (D-LOAD PER PROFILE) INST,ILL 42" RCP SD PIPE (D-LOAD PER PROFILE) CONSTRUCT CONCRffi COLLAR PER CITY OF NEWPORT BEACH STD. NO. 313-L INST,ILL UANHOLE PER Af"IIA SID. PLAN NO. 320-1 INST,ILL UANHOLE PER Af"IIA SID. PLAN NO. 321-1 CONSTRUCT PIPE ENTRANCE TO EARTH CHANNEL PER OC ROMO STD. PLAN 1326 AND 1809. OUTLET TO EARTH CHANNEL INVERT ELEVATION PER PLAN. FINISH gi u PROTECT IN PLACE EXIST. UTILITY INST,ILL 48" PERFORATED HOPE INFILTRATION SYSTEM PER DETAIL ON SHEET C-SD-2 INST,ILL CONTECH CDS UNIT MODEL NO. 2015-4 PER MANUFACTURER SPECIFICATIONS INST,ILL lo" SOR 35 PVC DRAIN PIPE CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1 SURFACE 48" PERFORATED HDPE 3/4" CLEAN CRUSHED STONE (J0-40'1: VOIDS) FILTER FABRIC LINING 48' PERFORATED HOPE INFIL TRATlON SYSTEM N.T.S NOTE: REFER TO MANUFACTURER'S SHOP DRAWINGS FOR ADIJITIONAL DETAILS AND SPECIFICATIONS ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / / / / / / /2 / / ' / ' / /4 A ~ A /, / /4 / / / / / / 36.76' 12B.JO' 200.18' / / / / N4'1'57'25"E N84'24'02"E N50'35'58"W N01'35'36"E N62'15'05"W PROFILE SCALE / 37'}#:f"f'i'77rr.~ HORIZONTAL: 1 " 20' VERTICAL: 1 " 4' GRAPHIC SCALE 20 ~ 1-T 2i° ( IN FnT) 1 inch = 2D ft. Centerline Storm Drain Curve Table Curve , Radius Length Tangent Delta C1 22.50' 15.49' 8.07' 39'26'37" C2 22.50' 20.50' 11.02' 52'11 '34° CJ 22.50' 19.18' 10.22' 48'50'41° C4 22.50' 17.67' 9.32' 45'00'0o" 40 ! KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 " C .,, <I "': N ·-~ C N ~ C 0: -0 a ~ N (9 -"' D. ~ ~ - C 0 00 ~ 0 a, 0 "': N ·-N ~ Ill 0 Cl> .,, Cl) 0-: -0 "U ~ N "' C t--t--a w .a .. -0 :I co ---"' "' -N j 0- Cl> <( 0 u c' .. ~-5i :I C ""C .. "t"' C 11,1 ~ Cl> .f .. t--·-.c -11,1 0 N .. -~ .Ii a 0 V, a. Cl> ~ 1' .e D. C iii ~ a u C ~ 11,1 ~ Ill C t!) w "U • "' -~ C C -w a N 3 co -0- Consultant Revisions By Date CllyflevlowSet Je/SH 02.21.13 1st CONB SlDl1111!1 JB 00.08.13 2ndCoNB&bmtlal Je/SH 05.24.13 -SlDl1illel Jll/LS 07.19.13 3rd CoNB &tlmtlal Jll/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63870 Senior Clvl Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Storm Drain Plan C-SD-2 11-lillllql•..._.ol..,.._EPIDEBDlllllll llllln 11~--RmrmDlllllr .ri,.'llhNg11111D'- dlalll'QB.-dhdllaua anllnldlhnhhal~hc:ulra lfflllllll'd dgllmd. l'-dlllil'Vl-mtllbHIMdhq ~ru---11and•llllhUtaoblln1i ...,. _,......ll'lda:nsttamEPIDEBD4, E 0 ~ C C, -~ ~ ,! Cl. ~ I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C -AD-1 r L I -- -- I --I --I -- -- - --I -- -I -- DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA ~ Apr21, 2015-10:02AM P:\114.192\Gradr1Q\PIOOl8e Qad~192-AD.DWG ~ \ \ 0 0 \ \ \ II 70 47.00 INV \ II ■ - I ,-------------~ : I I : : • ______________ I I I _._ I -,------------: \ _________________________________ II I I I I I EXl!STING RESIDENTIAL 11 : I I I I I I I -------~.,...:..._....--11-<------r---------il I I I ,.. --.. \ ) PROPERTY -1:1NE • ,r,;7.',-(160 2.28 INV C ---57.5--------- INV- "5 1.71 68 INlc G ~ I I • I • - 60· L=56_' S=l.6% - 517 I -- -----_ 50.5 68~-----I , -••• -, ... -· -~ .. ·-.. • -"'~11TT2i~~~;i;;;::~;;;;;;;;;;;;;;~~~~~~%?~~Jc-cc-~ -· ---, ,. , .. --• ~ ..... -• -, •• _,_ ____ --·--__ , .. -. . ·• ',,, , •, ,, > ,•, \;, •.,,,,;."; ",••• , •/•, .~ ••••' '~ .• : .-~,,. -:,,, ,• •,•.-.••,•, • •," • •. •:" . .:., .• ;•,w•,•,·.: I,~ ••• , ,1 ,, •'••("• ,. 1• ,. ,· ',, • :~••,: ·,' •: .. • ... ~•!•,•' ·:,•;,,-,:·•,•,:. t'•'• ·,",•I,..,,-,:-- '.... . ...... , .......... · . ·. '\:· .· .. ,.·. ' ........ ,,·. . ... , .. '"' ... ,, ... ·" ., .' ··• ·., , .... '... . . ... ., · ....... ' ' ... , ··· 1 C ~~~~;,:,: ·••";.•, :i..Q. • •• •,·· ., ,, -•I-· -· -~---:.•' ··-• ..... ··-•·:'-· '" ••••••• ,. -·· ,),, '•. ···--···· -· •• •••••• :. ', .. : .·;·: f .. : /;·.;-/-=·,:>Ji; : ::\. ·:<:.>.; ,?·: . ;-''.)'.;-:-:/);.;.:;:. ·; ,\;:-,:. ;,;,.,, :·,(:.::: i;::·:·:/_::: -';: .• -· • . ,, .. , •. ;'.·:,, I I 11-11 11-11 • -.• : .... _ ---·., .... ' .. ,..... ·, ;--.· ... :, .. ··-,·•·:-·•·:·-.-.. ··.; , .. ·.: ·._.,. __ • • .. --· .. •. ,.· . '.1:-. . '· . :•·: .; ·•-··. . . . . ;' FOR CONTINUATION, SEE SHEET C-AD-7 CAUTION NOTE: NOTE: (\I I C <C I 0 I-w w I: "' w w "' • z 0 -I- <C ::::, z -I-z 0 0 a: 0 lL AREA DRAIN NOTES @)-INSTALL 4• SOR 35 PVC DRAIN PIPE. @-INSTALL 8" SOR 35 PVC DRAIN PIPE. ~ INSTALL 8" SOR 35 PVC DRAIN PIPE. @-INSTALL 1o" SOR 35 PVC ORAIN PIPE. @-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @)-INSTALL 4' SOR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ ,r CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUr.'AIINT). REFER TO ll£TAIL 65 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PIAN. @-INSTALL 8" ATRIUM ORAIN. NOS #90 OR EQUAi. PER DETAIL 66 ON SHEET C-P0-1. @-INSTALL 12" ATRIUU DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @-INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @)--INSTALL 2,r BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-P0-1. @)-INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-P0-1. ~ INST ALL 6' ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURF ACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-P0-1. @-INSTALL 4' SOR 35 PERFORATED INFIEI.D SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/,r CRUSHED ROCK WRAPPED IN GEOfABRIC FILTER (MIRAFl 140N OR EQUr.'ALENT). REFER TO ll£TAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PIAN.INSTALL @--12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4' SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPEO IN GEOFABRIC FILTER (MIRAFl 140N OR EQUr.'ALINT). REFER TO ll£TAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PIAN. @-INSTALL 4• SOR 35 SANO PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT or 3/ 4• CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUr.'ALINT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PIAN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-P0-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBORAIN. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. AD-1 AD-2 CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (BOO) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". RECORD DRAWINGS SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll .ll/SH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-2 r L il ,,,-----..... r ) - I I I I -I ---------------- I I I -I -I I I -- I -----___J - -- I I I I I I I I I I --I I I • _____________________________ 11 I • I r-------------------, EXISlllNG RESIDENTIAL I L _____________________ , 1 5 56 I I I I I I I --I - AREA DRAIN NOTES @-INSTALL 4" SOR 35 PVC DRAIN PIPE. @-INSTALL 6' SOR 35 PVC DRAIN PIPE. @-INSTALL 6' SOR 35 PVC DRAIN PIPE. @--INSTALL 1 o" SOR 35 PVC DRAIN PIPE. @-INSTALL 12" SCH, 40 PVC DRAIN PIPE. @--INSTAil 4" SOR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILlER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 65 ON SHm C-PD--1. CONNECT TO AREA DRAIN S'ISTEM AS SHOWN ON PIAN. @---INSTALL 6' ATRIUM DRAIN, NOS #90 OR EQUAL PER DETAIL 66 ON SHm C-PD-1. ®-INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-P0-1. @--INSTALL 16' BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @---INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHm C-PD-1. ~ INSTALL 36' BROOKS CATCH BASIN PER DETAIL 70 ON SHm C-PD-1. ~ INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURF ACE CONCRETE SU8GRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTAil 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEO FABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHm C-PD--1. CONNECT TO AREA DRAIN S'ISTEM AS SHOWN ON PIAN.INSTALL @-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @--INSTAil 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). 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":'. •.~ :•.·;._· .• >• .. •.··•.>•·,:.i :.:.:·, •• • .. • ·' • ·' ; ... ;.·· • • :·. :.f.'·. ·•. \■·.. . 1.1 0 c( 0 l C-ONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHm C-PD-1. C-ONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE T aj i __ T-----<Y ( IN FEET ) 1 inch = 10 ft. FOR CONTINUATION, SEE SHEET C-AD-8 CAUTION NOTE: CONlRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONlRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONlRACTOR TO CALL UNDERGROUND SERVICE ALERT AT {800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT, ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 " C ';;I ;;;\ "' ·-~ C "' C "' g: ~ .,; 0 "' CJ --0 0. u.. u.. - C 8 co a, "' 8 ....,, "' ·-"' ~ UI f?l Cf) u ~ .,; .,, ct. "' -0 C >-->-- 0 w .a .. -0 :::, co ---~ 0-. -0-i5 u i5 0 o· .. .,-C :::, C 1 .. . ;:: " 0 u 0.. .. t--·-.c -" 0 "' .. !/ Ji 0 ·;: Cl D.. u --~ l J!! 0. ii 0 u C ~ " ., C E 0 ~ C .2' ~ w UI 0 w .,, . ;:: .,. l C 0 -w 0 "' ~ co -0-co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB SIJbrrilal JI! 03.00.13 2rld CoNB SIJbmllllll ,ll/SH 05.24.13 Revision SIJbmltlal JB/1..S 07.19.13 3n:I Cotll SIJbmlllal JB/1..S 10.ll0.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lq ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq w11an panwmnll'llm.tlltllnEPlt&laN. I 7 .J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-3 r w ~ z 0 j:: c( ::::> z j:: ~ 0 a: 0 LL --I I I I I I I • I r -----_r --I -- - - ---. --------5-8-. 5----- 1 I I I I I I I I I I I I XISTING ~ESIDENTIA l 3% l .26 V-GB I I I I I P.ROPERlY UN l I I I I I I I --I I • I I • I I ____________________________ 1L 1-------1 79 75 46•9 . . -~ .. -'.•--,. -- --------- 46.36 68 INV . ~--·-: ; . : ; . .-~ .~ .. -,--.. "' . -.. 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CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PlAN. @-INSTALL fr ATRIUM DR-6JN, NDS #90 OR EQUAL PER DET/>JL 66 ON SHEET C-P0-1. ®-INSTALL 12" ATRIUM DR-6JN, NOS #1280 OR EQUAL PER OET/>JL 67 ON SHEET C-PD-1. @-INSTALL 1ff BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @-INSTALL 24" BROOKS CATCH BASIN PER DET/>JL 69 ON SHEET C-PD-1. @)-INSTALL 3ft' BROOKS CATCH BASIN PER OET/>JL 70 ON SHEET C-PD-1. ~ INSTALL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRAOE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DET/>JL 73 ON SHEEr C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PlAN.INSTALL ®-12" BROOKS CATCH BASIN PER DET/>JL 74 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED WALL SUB DR-6JN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DET/>JL 75 ON SHEEr C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PlAN. @-INSTALL 4" SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DET/>JL 76 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PlAN. l CONNECT AREA DRAIN LINE TO STORM DR-6JN LINE PER DET/>JL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DR-6JN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDR-6JN. GRAPHIC SCALE 10 0 ~ 10 20 I c-:::J --I I I I { IN FEET ) 1 inch = 10 ~ ~1 AD-2 .AD-3 AD-4 AD-5 NJ.61 DIAL TOLL FREE 1-800-227-2600 CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIME1£R STREETS. ALL UTILITIES ARE TO BE PRO1£Cl£D IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STIJB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". RECORD DRAWINGS AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE ALERr CF' SOOTHERN CAUFORNA Apr21, 2015 -10:D4AM P:\114.192\Gradl1Q\PIOOl8e Qad~192-AD.DWG KEY MAP SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 " C ';;I ;;;\ "' ·-~ C "' C "' g: ~ ,0 0 "' CJ --0 0. u.. u.. - C 8 co a, "' 8 " "' ·-"' ~ UI f?l Cf) u ~ -0 .,, ct. "' -0 C >->- 0 w .a .. -0 :::, co ---~ 0-. -0, i5 u i5 0 o' .. .,-C :::, C 1 .. . ;:: " 0 u 0.. .. t--·-.c -" 0 "' .. !/ Ji 0 ·;: Cl D.. u --~ l J!! 0. ii 0 u C ~ " ., C E 0 ~ C .2' ~ w UI 0 w .,, . ;:: .,. l C 0 -w 0 "' ~ co -0, co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll ,ll/SH 05.24.13 Revision &Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ...... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9iaJd dgllrld. it..dalql•IDl'llb9-.:ll'lq' ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-4 r L --I I I I I I I I I • I I ----\ I I I I I I I -I -- AREA DRAIN NOTES @)--INSTALL 4" SDR 35 PVC DRAIN PIPE. ®--INSTALL fl' SDR 35 PVC DRAIN PIPE. ®--INSTALL f/' SDR 35 PVC DRAIN PIPE. ®--INSTALL 1 o" SDR 35 PVC DRAIN PIPE. @-INSTALL 12" SCH. 40 PVC DRAIN PIPE. • I r-'--------------------------1 / r --~----------------------, I I I I ---------------------------~---1 @---INSTALL 4" SDR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT Of 3/ 4" CRUSHED ROCK WRAPPED IN GEOFAllRIC FILTER (MIRAFI 140N OR EQUfo/ALENl). REFER TO DETAIL 65 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM N, SHOWN ON Pl.AN. @--INSTALL fl' ATRIUM DRAIN, NDS #90 OR EQUAL PER DETAIL 66 ON SHEET C-P0-1. Cl) 0 <C I 0 1-w w I: rn w ~ z 0 ~ ::J z ~ 0 0 a: 0 IL --I -- I I I I I I I I I I I I I I I I I 57 ------ 681)-'!;142.~8~2.,,,. INV -- EXIST NG RESIDEN 58,07-IN.\/ JOIN EX. 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(" -/·: ;·.·:· ;.'.·_; J ·!•;·. -'1-\.;.. ~! • :-~':; ": ~·-.• :'·1·: ::-:·:.}·. --~-• . .-=:-·.-.~ .··:?· .?-· .. :•,:--.. ;. --: ·. ;_::-:-.:_ ·. · •::. :T >'---:-~------·1: -t:::.-::.---~ ·:··=~ .. ~ :.·\ _:. :_.-,:,:\_ .. ·.;-· . .-: : -·~ ~~·;_. ·,~ < ·~ :·. ·. · .... · .. \'" . :\. '.· · t--: .: :' '.1'..-i1>1.-111111111::1_:,;: __ ,:,,1ii11{•.1:'.111111i·1r:1'11iiii11,i:1/ ~--• • i1:•'llliiiiilf--■iiF--lilll:·.::ar---• -•·•iliiiiliii01'. ···-• -•• o:-.■· .-,:--·· -·''.:.,;-,·: -· 11 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG FOR CONTINUATION, SEE SHEET C-AD-10 CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:04AM P:\114.192\Gradl1Q\PIOOl8e Qad~192--AD.DWG II --I -- I -------L=67' 62J-;:'S==c1a;;%"";;'· '------------I -- -- --I U) I -C ,( I 0 I-w --w :I rn w w rn -z 0 -I-,( ::J z -I-z 0 0 a: 0 I.L ®-INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. ®--INSTALL 1 f/' BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-P0-1. @-INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @-INSTALL 36" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. ~ INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL. ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFAllR1C FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM N, SHOWN ON PLAN.INSTALL ®-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFAllRIC FILTER (MIRAFI 140N OR EQUfo/ALENl). REFER TO DETAIL 75 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM N, SHOWN ON Pl.AN. @-INSTALL 4" SOR 35 SANO PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/,: CRUSHED ROCK WRAPPED IN GEOFAllRIC FILTER (MIRAFI 140N OR EQUfo/ALENT). REFER TO DETAIL 76 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM N, SHOWN ON Pl.AN. CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE 10 0 ~I i T-----IY ( IN FEET ) 1 inch = 10 ft. AD-1 AD-2 AD-3 AD-4 AD-5 AD-81 RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach Cf) z CJ a, 0 " C ';;I ;;;\ "' ·-~ C "' C "' g: ~ -0 0 "' --0 0. U-U-- C 8 co a, "' 8 -s: "' ·-"' ~ UI f?l u ~ -0 .,, ct. "' -0 C >-->--a w 0 .a .. -0 :::, co ---~ 0--0-i5 u i5 o' .. .,. C :::, C 1 .. . ;:: " 0 u 0.. .. t-- D.. ·-.c -" 0 "' .. !/ Ji a ·;: Cl --u ~ l 0. J!! ii a u C ~ " ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l 0 C -w a "' ~ co -0-co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmllllll ,ll/SH 05.24.13 Revision &Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ...... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lq' ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-5 r L I ----I [7 I -I !-, ---------------------, I I I I I I I I I • I I -I I_I ___________________ _ I-~--------------------------------J I ________ J I I • I • I I -- I I I I I I EXISTING RESIDENTIA ----.----------.---------,---,-----.-------.--.-----------4-----------7 1,-----1---r-------~PROPER'~·,-----L .. 71NE -w WW -- L =---------~ 5=1% L=68' •5l S=liiC / 74.99 _61. _L=T-7!-. 68 74.33 ELIMINATED WEEP HOLE INY ------I --------I --I - -t 72.88 62··r. L,-="=67_.' ~---1--INV L=15' 68 73.56 INV DRAIN SYSTEM. L=74' ';l'----7'---lJ S ~=~1~%-------------IN_v ____________ ~D.RAl~.5-EROM..AREA-..-.:-\-----'------___,, S=6% 60 -- -- -- T I C • c( 0 1- w - ~ - "' w w "' -z 0 i= - :§ -z i= ~ 0 a: 0 lL 67 66.98 INY-GB L=30' S=0.5% 'I 1/ I = 5=2% 60 ,, .... 1/ 70.85 INY- -S=2 68.0 INV ..... # ==-s--- -30' i o:5,;,.75_ I 61 61.82 INV L=17' S=2% 61.48 67 INV-GB • •• L=15' 5=5% 60.73 INY-GB- • /60.12 67 INV-GB • • 63.00 67 -IN¥-~=_..L.~- • -11 ... ,_ .... ll--'II I/'--...... FOR CONTINUATION, SEE SHEET C-AD-11 03-11-2014 5=1% I I I 62.50 68 I I I I ~~~:~/11---D~ 60.79 0~ ' ··=. 63 5=2%-- INV "' 0 -1 ' s:2,; 5'.2 L=16' 60 S=27% I .---------------------- CAUTION NOTE: NOTE: -- -- -- l co •6 c( I 0 ..... w w J: "' w w "' -z 0 -I-c( :::::, z -I-z 0 0 --I - AREA DRAIN NOTES @--INSTALL 4" SDR 35 PVC DRAIN PIPE. @--INSTALL 15' SDR 35 PVC DRAIN PIPE. @--INSTALL ff SDR 35 PVC DRAIN PIPE. @--INSTALL 1 o" SDR 35 PVC DRAIN PIPE. ®-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @---INSTALL 4" SDR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF J/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 65 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 15' ATRIUM DRAIN, NDS #90 OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. ®-INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @-INSTALL 1 ff BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @)--INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @--INSTALL 36' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. ~ INSTALL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN.INSTALL @-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 4" SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. l CONNECT AREA DRAIN UNE TO STORM DRAIN UNE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN UNE TO SUBDRAIN. GRAPHIC SCALE 10 0 5 10 20 I - - I I~ 1>-------11 ( IN FEET ) 1 inch = 10 ft. AD-1 DIAL TOLL FREE 1-800-227-2600 CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER SlREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONlRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". RECORD DRAWINGS AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:0SAM P:\114.192\Gradl1Q\PIOOl8e Qad~192-AD.DWG SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL KEY MAP TO NEAREST HARDSCAPE ELEMENT. Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' g: "' ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l 0 C -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB SI.Jbrri1al JB 03.00.13 2rld CoNB 81.Jbmilllll .BISH 05.24.13 Revision &Jbmltlal JB/1.S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-6 r L --I__ I • --I ------I ( I I 1 I I 0 \._ --- I I I I ------------- I -------; ----------<P 10 I C < I 0 I-w w I: "' w w "' -z 0 -I-< ::::, z -I-z 0 0 a: 0 LL -I - c:::.i _-----==-::!__~ -- -- -- --I - - -I --I OJ • •• = 61 5=1% -------- • • • ----I ----I _____ /______ I --I I ----/ --I I --------rl_ I ----I ----/ -~ ----- EXjlSTING RESIDENTIAL -------------- LINE "-""'-_,,-___,,-___,,___,, ELIMINAlED ~ 5-,.-~=--1Q--~. 7-..____ DRAINS FROM AREA 5=1% ------ • • • • • DRAIN SYSlEM. 03-11-2014 ---&-J..-5 ---- .......... ..... -..... ,_ • • • II - ---- ----- 60 L=82' =1.6% -------------- • • • ELI MINA lED WEEP HOLIE DRAINS FROM AREA DRAIN SYSlEM. 03-11-2014 ---------- • • • 60 L=30' 5=1% / STREET RIG T OF WAY 11 I - 76.78 INV 68 76.85 INV I . ' L=86' 75 S=0.5% I c., --- ----1:; c., I c., I I 1111111111 I - FOR CONTINUATION, SEE SHEET 11 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:0SAM P:\114.192\Gradr1Q\PIOOl8e Qad~192--AD.DWG CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALIERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERllCALL Y. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. • ow..__ I I I 11 i ~I 0 f:l j I f:l Ii I I I I I I 0 I I._ I j I - I I / I I a l • II AREA DRAIN NOTES @-INSTALL 4' SOR 35 PVC DRAIN PIPE. ®-INSTALL ft' SOR 35 PVC DRAIN PIPE. ®-INSTALL ff' SOR 35 PVC DRAIN PIPE. @---INSTALL 1 O" SOR 35 PVC DRAIN PIPE. ®-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @---INSTALL 4' SOR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETML 65 ON SHEET C-P[}-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON Pl,6JN. @---INSTALL ft' ATRIUM DRAIN, NDS #90 OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. ®-INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @---INSTALL 1!f' BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @---INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @-INSTALL 3ft' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-P0-1. ~ INSTALL 6' ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCf,SED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER {MIRMF 140N OR EQUIVALENT}. REFER TO DETML 73 ON SHEET C-P[}-1. CONNECT TO AREA ORAN SYSTEM f,S SHOWN ON Pl,6JN,INSTALL @-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4' SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ If' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT}. REFER TO DETML 75 ON SHEET C-P[}-1. CONNECT TO AREA ORAN SYSTEM f,S SHOWN ON Pl,6JN. @--INSTALL 4' SOR 35 SAND PERFORATED SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETML 76 ON SHEET C-P[}-1. CONNECT TO AREA ORAN SYSTEM f,S SHOWN ON Pl,6JN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAN. GRAPHIC SCALE 10 __ o__ 20 1--I ( IN FEET ) l inch = 10 ft. RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >-->-- -0 co ---~ 0,. 0-i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0-co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmilllll ,ll/SH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-7 r L \ DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:ceAM P:\114.192\Gradr1Q\PIOOl8e Qad~192-AD.DWG I II FOR CONTINUATION, SEE SHEET C-AD-1 II I I 11-11 11-11 \ \ \ \ \ \ N.A.P. CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. \ DAYLIGH✓ LIMIT\ OF GRADING ' \ \ \ \ \ \ NOTE: \ \ \ \ PROPE~TY LINE \ \ \ CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. .~ :, ' ,, • -::•·,1.:-' ,. ·• .. . , , , ·sS . ~ .. . . ... . -- - -- \ \ I \ \ \ \ --I --\ \ \ I -\ -\ ■ CX) I C c( I 0 I-w w I: "' w ~ a z 0 -I- c( :::, z -I-z 0 0 0: 0 u. AREA DRAIN NOTES @--INSTALL 4" SDR 35 PVC DRAIN PIPE. ®-INSTALL 6' SDR 35 PVC DRAIN PIPE. ®-INSTALL ff SDR 35 PVC DRAIN PIPE. @--INSTALL 1 o" SDR 35 PVC DRAIN PIPE . ®-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @--INSTALL 4" SDR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAJL 65 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM >S SHOWN ON PLAN. ®-INSTALL 6' ATRIUM DRAIN, NDS #90 OR EQUAL PER DETAJL 66 ON SHEET C-PD-1. ®--INSTALL 12" ATRIUM DRAJN, NDS #1280 OR EQUAL PER DETAJL 67 ON SHEET C-PD-1. @-INSTALL 113" BROOKS CATCH BASIN PER DETAJL 68 ON SHEET C-PD-1 . @-INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. ®-INSTALL 36' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. ~ INSTAJLL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRAJDE. SEE DETAIL 72 ON SHEET C-PD-1. @---INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAJL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM >S SHOWN ON PLAN.INSTAJLL ®-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED WALL SUB DRAIN PIPE ENC>SED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAJL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM >S SHOWN ON PLAN. @---INSTALL 4" SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAJL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM >S SHOWN ON PLAN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE 10 0 10 W I ?-~-1-------11 ( IN FEET ) 1 inch = 10 ft. AD-1 AD-2 .AD-3 AD-4 AD-5 AfJ.81 RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " -;;;\ ';;I "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 ';:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, ';:: ,. l 0 C -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmilllll .BISH 05.24.13 Revision &Jbmltlal JB/1.S 07.19.13 3n:I CoNB 81.Jbmlllal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-8 r 2:,a cP o0 a 2:,a cP U 0 c,;g -!KJ.Q J9 0 ~ ~~ OQ O LJ--",',1..'-OQ OQ Q -~ 0 -,... 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CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PL.AN . @--INSTALL ff ATRIUM DRAIN, NOS #90 OR EQUAL PER DETi'JL 66 ON SHEET C-PD-1. ®-INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @--INSTALL 1 ff BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1 . @)--INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @-INSTALL 3ff BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. ~ INSTALL 6' ROUND DECK DRi'JN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRElE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORAlED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN.INSTALL ®-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4' SOR 35 PERFORAlED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 75 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PL.AN. @-INSTALL 4' SOR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PL.AN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETi'JL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. I: '-1--t+-+----! • , • , I----\·;{,\{\::, "' w w "' • z 0 -I- <C :::> z -I-z 0 0 a: 0 lL --\ \ \ \ \ -- --I -- DAYLIGHT. LIMIT OF GRADING \ I I DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA \ \ I \ \ \ \ I Apr21, 2015-10:D7AM P:\114.192\Gradr1Q\PIOOl8e Qad~192-AD.DWG ·- \(''i:: }:~:,: .:/--;~~~:~;_i;::.~ :~\\·. •·• .:••·•-•,N•--·--•;• - ·._ ;;,:·t .:;•?·:_:·:>? :_~j --·\.~:·· ;==~.r-·t-~~-f:::. 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'.\.;':;. !.,: •• • ·,;/.:.:·,.; •• :\1:".-':.;:·:.'·:.'.\.,·;::,?.->.·::c•:,;.,:,:._,•·''.•~·?-·:\i'~;·.i;_:•■<:-_<''.'':·.:.;_:•'·i·; .• '·\-t···:··.\,'.i,'.1·1·· ...,,,,.,,,-.-1·~·•· . . . . .. ,· ... . . ·. . ----·~.,. . . ... i·,----·· • .. '•. •. .. . ~ .• -:. :■·.. . . ·. , . . . . ·. FOR CONTINUATION, SEE SHEET C-AD-12 NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL RECORD DRAWINGS TO NEAREST HARDSCAPE ELEMENT. GRAPHIC SCALE 10 0 5 10 20 ~I I_I I ( IN raET ) 1 inch = 10 fl ~1 AD-2 AD-3 AD-4 AD-5 A0.-61 KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 ..... ';;I ;;;\ "' ~ <o <o g: ~ .,; "' -0 U-U- 8 co <o 8 " "' "' ~ f?l ~ .,; ct. "' -0 >->- -0 co ---~ 0, 0, i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0, co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll ,ll/SH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Col<ll 81.Jbmlllal JB/1..S 10.ll0.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llld-all ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-9 r L CX) I C 1-0 1-w w I: "' ~ LL -· -I --I - DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10·D7AM P:\114.192\Gradr1Q\PIOOl8e Qad~ 192-AD,DWG -··-· □ CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERv1CE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36" SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLIEL TO NEAREST HARDSCAPE ELEMENT. I - I w w "' AREA DRAIN NOTES @--INSTALL 4" SDR 35 PVC DRAIN PIPE. ®-INSTALL 8" SDR 35 PVC DRAIN PIPE. @--INSTALL 8" SDR 35 PVC DRAIN PIPE. @--INSTALL HI" SDR 35 PVC DRAIN PIPE. @-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @--INSTALL 4" SDR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUIVAI.EN1}. REFER TO DETAIL 65 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @--INSTALL 8" ATRIUM DRAIN, NDS #90 OR EQUAL PER DETAIL 66 ON SHffi C-PD-1. @--INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @--INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @)--INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @-INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. ~ INSTAILL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRAIDE, SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED INFIEUD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUIVAI.EN1}. REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN.INSTAILL @-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ If' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUIVAI.EN1}, REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 4" SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUIVALEN1). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHffi C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE -j r 20 ! ( IN FEET ) 1 Inch = 10 fl RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. w Consultant a, C ·-C C 0 -0. - C a, ·-UI G) 'V C 0 .a .. :::, - G) .. :::, .. " G) .. ·-.c " .. 0 G) 0. 0 " UI 'V C 0 - 0 u.. Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JI! 03,00,13 2rld CoNB 81.Jbmilllll .BISH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I CoNB 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... 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I . .._-.:_-:. ·64 ·.a:;_,2~'·, .: ·.INV · ; .. :·, • .. , ·, .... ,, 0 •: •--:••1 :~~·•.,,,~•••:.1.-,•~•.•"-••••:••••• • LL J.: :/~~.:-},~( ~\)\\.-j. ·:i~ ... · ·:.:=:: ·:• :·.--~_/":,-'·:·_.~ .: ••• •. , .. ·--·~ '. ~·~:it!' ·://::r) : .. > ... ~--(-<>·~: '/~~~~:: .. ;,_:f·:•.: -t ~;' (ii----:· • ~=1~ 60 .. -. ; .,.:.,.: • : --': - =~:::- DAYLIGHF Llt.tlJ:,OF /,.-..,.,,ADING FOR CONTINUATION, SEE SHEET C-AD-13 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF SOOTHERN CAUFORNA Apr21, 2015-10:caAM P:\114.192\Gradr1Q\PIOOl8e Qad~ 192-AD.DWG STREET RIGHT OF WAY II CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. • • • • •• L=16' 5=7" 52.97 INV - -I ,_-DW -- - I - - -- o~r T"" T"" I C < I 0 I-w w I: Cl) w w Cl) • z 0 -I-< ::J z -I-z 0 0 a: 0 LL AREA DRAIN NOTES @)--INSTALL 4" SDR 35 PVC DRAIN PIPE. @-INSTALL ff' SDR 35 PVC DRAIN PIPE. ®-INSTALL 11' SDR 35 PVC DRAIN PIPE. @-INSTALL 1 o" SDR 35 PVC DRAIN PIPE. @-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @-INSTALL 4" SOR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 65 ON SHffi C-PD-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON PLAN. @-INSTALL ff' ATRIUt.t DRAIN, NOS #90 OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. @-INSTALL 12" ATRIUM DRAIN, NDS #128D OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @-INSTALL 111' BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @)--INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @--INSTALL 3ft' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. ~ INSTALL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRElE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHffi C-PD-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON PLAN.INSTALL ®-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 75 ON SHffi C-PD-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON PLAN. @-INSTALL 4" SOR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHffi C-PD-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON PLAN. CONNECT AREA DRAIN LINE TO STORt.t DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE 10 D 5 10 20 I -I I I I --( IN FEET ) 1 inch = 10 ft. RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z Cf) CJ a, 0 " C ';;I ;;;\ "' ·-~ C "' C "' g: ~ -0 0 "' --0 0. u.. u.. - C 8 co a, "' 8 -s: "' ·-"' ~ UI f?l u ~ -0 .,, ct. "' -0 C >->- 0 w 0 .a .. -0 :::, co ---~ 0, -0, i5 u i5 o' .. .,-C :::, C 1 .. . ;:: " 0 u 0.. .. t-- D.. ·-.c -" 0 "' .. !/ Ji 0 ·;: Cl --u ~ l 0. J!! ii 0 u C ~ " ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: ,. l 0 C -w 0 "' ~ co -0, co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmllllll ,ll/SH 05.24.13 Revision 81.Jbmltlal JB/1.S 07.19.13 31<1 Cotll 81.Jbmlllal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lq ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq -.t1an panwmnll'llm.tlltllnEPlt&laN. I 7 .J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-11 r L 0 T"' I C <( I 0 tu i w ~ z 0 i= <( i I- ~ 0 a: 0 I.L - -- --I. 63 L=46 S=,% --DW----Dwt--Dw----::,-D~v-l -D,......s:c-- - - -- -- • •• DAYLIGHT LIMIT OF GRADING OIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:oaAM P:\114.192\Gradr1Q\PIOOl8e Qad~192-AD,DWG 60 L=16' S=14% FOR CONTINUATION, SEE SHEET C-AD-5 / /'-'.:;a>Y,63 / PROPERTY L ••••• FOR CONTINUATION, SEE SHEET C-AD-6 1• II ..... ---.-•• ----·•• -------_--::-;;;.••· -... •••• ••• ••••••• ••• ••• -··/•-..... ... ------ / ~I ••• ••• ••••• ••• ···•• -------- ------ sS .,,, ---- ·Ef i:c;HT WAY / / / -PROPERTY LINE $U~ ~ ~ u' ,,,,. ,,,,. _),,-/ CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE, CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. I ••• ----/ ••• "<....... ---- •••• -----LIMIT OF t .. -~ -----GRADING ••••✓ 0 / I f ~ NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT, 0 LO AREA DRAIN NOTES I SifREET RIGHT OF WAY ®-INSTALL 4" SOR 35 PVC DRAIN PIPE. ®-INSTALL If' SOR 35 PVC DRAIN PIPE. @--INSTALL If' SOR 35 PVC DRAIN PIPE. @---INSTALL 1 r:/' SOR 35 PVC DRAIN PIPE. ®--INSTALL 1 T SCH, 40 PVC DRAIN PIPE. @---INSTALL 4" SDR 35 PERFORATED SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 65 ON SHEET C-PD-1. CONNECT TO AREA ORAN SYSTEM AS SHOWN ON PLAN, @-INSTALL If' ATRIUM DRAIN, NDS #90 OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. ®--INSTALL 1 T ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @---INSTALL 1 If' BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @---INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @-INSTALL 31f' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-P0-1. ~ INSTALL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED INFIELD SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ (' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT), REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA ORAN SYSTEM AS SHOWN ON PLAN.INSTALL @---1T BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED WALL SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA ORAN SYSTEM AS SHOWN ON PLAN. @---INSTALL 4• SDR 35 SAND PERFORATED SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEDFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA ORAN SYSTEM AS SHOWN ON PLAN, t CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH ORAN. SEE DETAIL 78 ON SHEET C-P0-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE 10 0 5 10 20 ~I 1_1f----1 ( Ill FEET ) l inch = 10 fl AD-1 AD-2 AD-3 AD-4 ~ MJ.e1 RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0.. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-..c " .. 0 u 0.. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 U,. U,. 8 co "' 8 " "' "' ~ f?l ~ -0 ct, "' -0 >-->-- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 ';:: 0 0. -0 "' !/ Ji '<: Cl --~ l J!! ii u C ~ ., C E 0 ~ C ,2' ~ w w UI 0 .,, ';:: ,. l 0 C -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set ,ll/SH 02,21,13 1st CoNB 81.Jbrrilal JI! 03,00,13 2rld CoNB 81.Jbmllllll ,ll/SH 05,24,13 Revision 81.Jbmltlal JB/LS 07,19.13 3n:I Cotll 81.Jbmlllal JB/LS 10,30,13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... 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NDS #90 OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. ®-INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEEf C-PD-1. @--INSTALL 16' BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @-INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @--INSTALL 36" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. t= INSTALL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED INAELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUWALEITT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM IS SHOWN ON PLAN.INSTALL ®-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEEf C-PD-1 . @-INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC ALTER (MIRAFI 140N OR EQUWALENT). REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ,S SHOWN ON PLAN. @--INSTALL 4' SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ I/' CRUSHED ROCK WRAPPED IN GEOFABRIC ALTER (MIRAFI 140N OR EQUIVAI..ENT}. REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM IS SHOWN ON PLAN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-Pll-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 76 ON SHEEf C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. -.:: ::: .::: .:: --------.:::--I DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE AI.ERr CF' SOOTHERN CAUFORNA Apr21. 2015-10:~ P:\114.192\Gradr1Q\PIOOl8e Qad~192--AD.DWG -----.:::-----:::--.:::--- CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCA lED ALONG PERIMElER STREETS. ALL UTILITIES ARE TO BE PROlEClED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (BOO) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. -- NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GRAPHIC SCALE 10 0 1--- ( IN FEET) 1 inch = 10 ft. AD-1 AD-2 AD-3 RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll .BISH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq w11an panwmnll'llm.tlltllnEPlt&laN. I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - AD-13 r L ~ < 0 1-w FOR CONTINUATION, SEE SHEET C-AD-9 •·· <:11•-1:: ... -:1'1:c: ·'" ·, • • • •• •• • ·::,.,v, • •• • ,. 1.:Jiliiii·:-1.:i·iilliili::a-1i, ... ,,::•/iiiiiiil;: • • :_•:•-'iiilili;r·.::·iiiiiilllll,·■· ·-11111111;·=■=-i ~.~_,:,-..._=•111·-• ·/·~,~--i~~J~-,..~-~i_;;;,;;~., .. :r • • ··:. 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FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND FOR CONTINUATION, SEE SHEET C-AD-10 / / / / / I / / 0 RIGHT AREA DRAIN NOTES @)-INSTALL 4" SDR 35 PVC DRAIN PIPE. @-INSTALL fi SDR 35 PVC DRAIN PIPE. @-INSTALL ff' SDR 35 PVC DRAIN PIPE. @-INSTALL lo" SOR 35 PVC DRAIN PIPE. @-INSTALL 12" SCH. 40 PVC DRAIN PIPE. @)-INSTALL 4• SDR 35 PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT or 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lAIINT). REFER TO DETAIL 65 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @)-INSTALL fi ATRIUM DRAIN, NOS #90 OR EQUAi.. PER DETAIL 66 ON SHEET C-PD-1. @)--INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. @)-INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. @-INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. @-INSTALL 36" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-P0-1. t= INSTAILL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED INFlELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ ,r CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFl 140N OR EQUr-lALENl). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN.INSTALL @-12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL ,r SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lAIINT). REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 4" SDR 35 SAND PERFORATED SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF J/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FlLTER (MIRAFI 140N OR EQUr-lALENT), REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. l CONNECT AREA DRAIN LINE TO STORM DRAIN LINE PER DETAIL 77 ON SHEET C-PD-1. INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. CONNECT AREA DRAIN LINE TO SUBDRAIN. GRAPHIC SCALE 10 0 ~I ( IN FUT ) 1 inch = 10 ft. AD-1 AD-2 AD-3 AD-4 AD-6 AD-61 DIAL TOLL FREE 1-800-227-2600 CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (BOO) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36", SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. RECORD DRAWINGS AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015 -10:1~ P:\114.192\Gradl1Q\PIOOl8e Qad~192--AIJ.DWG KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB SIJbrrilal JI! 03.00.13 2rld CoNB SIJbmilllll .ll/SH 05.24.13 Revision SIJbmltia/ JB/1..S 07.19.13 3n:I Cotll SIJbm/1181 JB/1..S 10.ll0.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225--S Project Manager JB Principal RV Area Drain Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. I 7 ..J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-1 r L DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi" CF' SOOTHERN CAUFORNA ........ ~ Apr21, 2015-10:28AM P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG I \ \ \ \ \ \ 0 '! ~" ~ 0 ~ \ ~ \ \ I - RFI 15 03-14-2014 ii " " " " i ~ I t\ I ~I I..() ~ I ~ "\ \ :\ :\ \ :\ ~ \ \ CAUTION NOTE: I ,-------------~ I I I I I ---------------' I I • I -,------------ i \--------------EX Is Tl N G __________ I ! I I ! RESIDENTIAL I : I I I I ------~.,...:..._.,._t-l----r----------1 1 I I I @ '! ,---.. \ ) 54.7 / 54.5 -liJ-FG /FL-HP ---.::::54.30 '68' --... __ TG ~ --57.5--- I., 54.7 / FG 5 -1 ------ I I • I • PR0PER'Pr' LINE -+-• -?::-~~-----1----.,,;I'--::. 53.5 - I ----==..(C".__ .-~ ---------J::;_,~------,,___., FL-HP"-.__._._== I """",,___ _, ~o ---=~--=-~ ,,., --_.....__ -~--~• I --=::c ~;.~~::::::;:,,,t.,._.~~~~ ,.._.., ~ • •• , • , • • • I 1,.,-,:,:.-_. •.. :-·-,.. --,"',o. ~~~-,<../-:::: ~--.:·:·.:.-:,: . .i.._•.· .. •·:•·:.~··---':;c • .-, .. __ ··c, • ·~v· •• ·~ .,,,,,. .··;~---:-,··._:.:.•: ... >,-•;-: :-,:_·-::::·:·:,•.~· :··;:.·, D. Y-t_· .. : :-_,:~._. \ ..• -~. 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' •. : .. ~· / -:,: : .• .' ••• .-,.,, .'I \ ,,,n \1~'1 ··-·.··· . .-... , ·•.•.···· .. ,.. ._.,, ...... .-.:, ... , .... ,_·. ·• . .-· .... •. ·--··:··.•'·'"·•, .. , .• .. :.•--··-····· .,.,.: .:.•· . _. _. ...... _. ... _., ... .-.. ;._-. •: , .. .-· . .-, ··•,:c. :,,, .. .-,,,,,,. \~,~ • • •···•···~zrtr{:&tt-:~1tf ~:;\;;;;tf ;:,f E3;f t:Iif i·t;;f ;J'.Ilt{\f iE± ;Iif:/if ()Iif itif:. 'i\ "'-.:...,~-..., ........ ___ @ ,...,,_ ... ••. . ... , ... ,., ................. • .. , ....... ,,, ....... • ,. ,··,·· ........ •.• ...... • .... ·1 '-r-t--------~~~~~ ' ~~~ ~ 'Is_, ... ...,...., \ \t .... ..., \ ..... ~~~ ~ ~ \ ' ~ ~ \ I l '~\l -11 -11 11 I ... \ ~t .:,·.>i-·:·,:··'·':·/.·.,,:./•.i,.:·/,:-; >,· ::: •.• :_: .. .<:--_ • .-,,'-",.· ••• ,_. •••• ,\_:-•/."•,'·.:.:.:',:>-:\:-:,:-: . .-•·-::a;I -~ ., ,\_ 1\11 •.. . . :.' _.. •.. •. . . ., ' ,: . . ,.. . . . . ,:_ FOR CONTINUATION, SEE SHEET C-PG-7 NOTE: GENERAL CONSTRUCTION NOTES (D-CONSTRUCT 4' THICK PCC SIDEWALK PER LANDSCAPE PLANS. ©-CONSTRUCT CONCRETE BLOCK WALL Cl/T TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR ANISH AND OETAILS. 3 CONSTRUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. 4 CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 15' THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER OETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4' OEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRETE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE Pl.ANS. CONSTRUCT 4' THICK PCC SIDEWALK CITY OF NEWPORT BEACH OWG. NO. ST0-180-L. FINISH PER LANDSCAPE PLANS. INSTALL 15' ATRIUM DRAIN, NDS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN. NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-P0-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-P0-1. INSTALL 315' BROOKS CAlCH BASIN PER DETAIL 70 ON SHEET C-P0-1. INSTALL 6" ROUND DECK ORAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAA 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AA.cA DRAIN SYSTEM IS SHOWN ON PIAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-P0-1. @-INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAA 140N OR EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AA'ill DRAIN SYSTEM IS SHOWN ON PLAN. @ INSTALL 4" SOR 35 PERFORATED SANO SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAA 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AA'ill DRAIN SYSTEM IS SHOWN ON PLAN. @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-P0-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P ( m FEET ) 1 inch = 10 ft. PG-~ PG-4 PG-5 PG-61 . . I CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". RECORD DRAWINGS PG-PG8PG-1 . .. ~ PG-12iPG-1 SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. a u 0. a " 0 " ';;I ;;;\ "' ~ "' "' g: ~ .,; "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ .,; ct. "' -0 >->- -0 co ---~ "' 0-i5 i5 o' .,, C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w a "' ~ co -0-co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmllllll .BISH 05.24.13 Revision 81.Jbmltlal JB/LS 07.19.13 3n:I Cotll 81.Jbmlllal JB/LS 1D.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNV!llld .. dllliJ'8 DIIIM'mhllhhll ~~ ID9illld dgllrld. it..dalql•llllbb9-.:I l'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnllldm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-2 r L n ,,,.----..... / ) -- I I I I I I I I I I I -- l ---------------- I I I I I : I I I I -----------------------------1 I a ir-------------------L _____________________ • • -I -- PR0PER'l'Y LINE ... 54.3 ___ __./,___FL-H~--- -- I I I I I __J -- - --------- EXISTING I I RESIDENTIAL ! 03-14--2014 I I I I -- -------------I I I ~ • -c:-~ D. ' --o 1·. ~·:::\'\t::·:.r:;:=:.::.::·".1:'\~':_., ----------------- 1-{:i, :::~;\t·ti:.\A::;i:::,;;?:i/.:?:·~:.5·;<:: .. ,: .·. _ w . . ·;--::: '': ·. : .. ·:•: :/ .. ·., ~ .... ,.:'4 · -: " :·· •• -~_:_'.";••· -·; =·. ·:' .:, :· ... _. ,; :: .. ' ~ w w . ~•-, -, .. , . •. . ... 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CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (BOO) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB AU. AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE RECORD DRAWINGS AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:-P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GENERAL CONSTRUCTION NOTES (D--CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PIANS. ©-CONSTRUCT CONCRETE BLDCK WALL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT ff' THICK PCC SIDEWALK PER LANDSCAPE PIANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAYERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRETE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAO PER IANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. STD-180-L FINISH PER LANDSCAPE PLANS. INSTALL ff' ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 11!" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 3ft' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1 . INST ALL 6" ROUND DECK DRAIN, NOS 4-0 OR EQUAL. ON PLAY SURF ACE CONCRElE SIJBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILlER (MIRAFI 14-0N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM />S SHOWN ON PIAN. @--INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT Of 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 14-0N OR EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM />S SHOWN ON PLAN. @ INSTALL 4" SOR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 14-0N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM />S SHOWN ON PLAN. @--INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE T aj i __ T-----<Y ( IN FEET ) 1 inch = 10 ft. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. a u 0. a " 0 " ';;I ;;;\ "' ~ "' "' g: ~ .,; "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ .,; ct. "' -0 >->- -0 co ---~ 0,. 0, i5 i5 o" .,-C C 1 ';:: 0 0. -0 "' !/ Ji ·;: Cl -· ~ l J!! ii u C ~ ., C E 0 ~ C ,2' ~ w w UI 0 .,, ';:: .,. l C 0 -w a "' ~ co -0, co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmllllll .ll/SH 05.24.13 Revision 81.Jbmltlal JB/LS 07.19.13 3n:I Cotll 81.Jbmlllal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... 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CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (BOO) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". RECORD DRAWINGS AT LEAST TWO llA.YS BEFORE YOU OIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21. 2015-10:~ P:\114.192\Gradl1Q\PIOOl8e Qad~192-PG.IJWG SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GENERAL CONSTRUCTION NOTES ffi= CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. CONSTRUCT CONCRffi BLOCK WALL. CUT TOP OF BLOCK WHERE REQUIRED. STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. CONSTRUCT POURED IN PLACE CONCRffi WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRffi PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. SEE CONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. ST0-180-L FINISH PER LANDSCAPE PLANS. INSTALL 8" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/lf' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUrv'ALENT). REFER TO DErAIL 73 ON SHEET C-PD-1. CONNECT TO ~ DRAIN SYSTEM f,S SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DErAIL 75 ON SHEET' C-PD-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON PLAN. @ INSTALL 4" SDR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DErAIL 76 ON SHEET' C-PD-1. CONNECT TO AREA DRAIN SYSTEM /JS SHOWN ON PLAN. @)-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE 1 ... r ____ -'-...,. __ r--i __ r 20 { IN FEET ) 1 inch = 10 ~ KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 ..... ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0-. 0-. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --L. l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0-. co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmllllll .ll/SH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... 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' ' ' ' ,, ' ' ' ' ' • • ..;.:. ..-.:.......~:-~-........ ,.:,..;., ...... _-,..,..,...:....,;..,.. .;_....,..l•--·,.....~~-,_;_ ....... __,:--,-·~ ............ _._. ...................... ~--:-!-'--.....__ ..... -.-r.-."""'" ~--,~ -,=-"'" """":."+-:-.----:---:--:--+--:--.:-r .. ---~ ·. •-:"".-:"". --~-9~.'";.. •. ·---~ •.,•··--:: :---:x . -:•,i .. ,, ,, ' ii:.: .:/). i:.~,:; ... -:.::.,) ... ::,):i:'.:1111111>1~1/iii■.::1-;Ji'' ....•• ;il.-/ij,:,'1 :: • f "1·:1Fllil·•:i:-:,.;'.;, ... ~,,:.,;· · '···:· •. ,: • ,:-.-<· :'t:-iliiiii:i: DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG FOR CONTINUATION, SEE SHEET C-PG-10 CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015 -10:~ P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG • 11 1,1 55.63 (i) 56.63 FS-MVC 56.60 -GB I ,._,_ 11 I 56.58 FS-PRC 56.79 FS-MVC I 56.80 -GB 56.60 FL-HP --I -- -- --I - • • ~ CJ D. I 0 tu t rn Hi rn ~ i= c( ~ z 8 a: 0 I.L RECORD DRAWINGS GENERAL CONSTRUCTION NOTES (i)-CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. @-CONSTRUCT CONCRITE BLOCK WAlL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. CONSTRUCT POURED IN PLACE CONCRITE WALL PER LANDSCAPE PLANS. CONSTRUCT 'IERDURA WALL PER WALL PLANS. CONSTRUCT rS' THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PA'IERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRITE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. STD-180-L. FINISH PER LANDSCAPE PLANS. INSTALL rS' ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 1!!" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-P0-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL JrS' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUB GRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT}. REFER TO DETAIL 73 ON SHEil C-PD-1. CONNECT TO AREA DRAIN SYSTEM 115 SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4• SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4• CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER {MIRAFI HON OR EQUIVALENT}. REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM 115 SHOWN ON Pl.AN. @ INSTALL 4• SDR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4• CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER {MIRAFI 140N OR EQUIVALENT}. REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM 115 SHOWN ON Pl.AN. @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P 3' 8' WALK SECTlON V NOT TO SCAIE 3' AREA DRAIN GRAPHIC SCALE 10 0 ~I i T-----IY ( IN FEET ) 1 inch = 10 ft. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 ,.,_ ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l 0: -0 ct. "' -0 >->- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l 0 C -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmlillll ,ll/SH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ !Dai.-.d dgllrld. it..dalql•IDl'llb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-5 r L I ----I [7 I -I !--, ---------------------, I I I I I I I I I -I I I I • I 1---------------------- -1---------}---------------------------------J I EX IS Tl NG I : I RESIDENTIAL I -- ~ LINE I I I I I I -@= -----------,------------------------------~-~ 'GJ -~--~-------------- I ______, L @78.10 TG "!!J,..,___ --I -- ---~-,------=-- 79.u . -==---- GENERAL CONSTRUCTION NOTES (D-CONSTRUCT 4' THICK PCC SIDEWALK PER LANDSCAPE PLANS. 0--CONSTRUCT CONCRffi BLOCK WALL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRffi WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRffi PER LANDSCAPE PIJ\NS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4' THICK PCC SIDEWALK CllY OF NEWPORT BEACH DWG. NO. STD-180-L. FINISH PER LANDSCAPE PLANS. INSTALL 8" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-P0-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUB GRADE. SEE DETAIL 72 ON SHEET C-PD-1. ---- ---------------------=~1::::r-"EL-~- I I g -I @--INSTALL 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEO FABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @--INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO z 0 i= :§ z i= ~ 0 a: 0 lL -- -- 67 69.10 TG DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA s.o· Apr21, 2015-10:33AM P:\114.192\Gradl1Q\PIOOl8e Qad~192-PG.IJWG I I Il .17 FS v; / 68.65 FS 69.20 67 \ TG \ \ \ \ \ \ 67 70.60 \ TG ~ ----71.17 FS -=--1 I 11 7 l 71.33 I FS • •• "' o. 64.30 67 TG v; ---------- 64.40 FS 64.38 FS 64.33 FS - 62 S-G ✓--r I I I 63.00 66 TG ~6 !;,!·#]Y"---- FS "" 66ir6~'-\ 62. ' FS-M I I -I / ~ " ............ I ~......,,,-av "',._,... I FOR CONTINUATION, SEE SHEET C-PG-11 CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. I I I I I I 63.27 FS ! ts/; I 03-14-2014 63.07 FS - (0 ~ .1 .o I 1-w w i w w "' a: 0 lL RECORD DRAWINGS -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @ INSTALL 4" SDR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/,; CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER {MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE 10 0 5 10 20 I. - I I I I ( IN FIJET ) 1 inch = 10 ft. PG-1 PG-2 . I PG6 PG-411 h"b~·fflll. PG-7,PG-81 f---,1' \-~"'-SC--.lf". PG-121 KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0- 0-i5 i5 o' .,-C C 1 ';:: 0 0. -0 "' !/ Ji ·;: Ci --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l 0 C -w 0 "' ~ co -0-co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB SI.Jbrri1al JI! 03.00.13 2rld CoNB 81.Jbmlillll .BISH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.ll0.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-6 r L - -I - I - I --IO I C, D.. I 0 - I-w w I: ti) w w ti) • z 0 -I-< ::::> z -I-z 0 0 a: 0 LL -- 1:,'l-~ ii"",e,'l::=i 1-, ' 62(90 68 TG - ----- • • :.:----~-------- • 80.80 68 TG • • -------=:. . DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:33AM P:\114.192\Gradl1Q\PIOOl8e Qad~192-PG.IJWG • •• -- I I I I I I I I ------- --. --I ----I ---,----I--------EX I S Tl N G _ _, ------------RESIDENTIAL -------- 03-14-2014 4-16-2014 2 84.00TW 7.81'[f 83.33TW 7.81 IT STEP TOP / / / 8. TG I I I I I I I I I I I I I I. I I 7 -4-16-20 , I 84.00 TW 77.81 1F 79.1 / FL-HP/ I /;1/ I I I --------------- / <:l / I ~~~~~~i3~~~~·'_i3-5~~~~~ // • • / • • • • TING STR I C, II II II I 5.0' MIN. 48° MIN. • 24" SIDEWALK -- l C, A ('lrliERE SHOWN ON PLAN) 1· lo . ., T,.....,.._;.-:--...,,:.,:...........,.'T"__,,........;..,,. .4 -. ., 1/2"R • ~ 'in ~ .., • 20.00' ... 4' BACK OF CURB <I ., . ·2". ';I I 11111 I 111 . 1 1,;;:1 I J'F. , I • <D II I I I I I I I I 'in .,; :,., ,-: I I I I I I I I I I II I GENERAL CONSTRUCTION NOTES (i)-CONSTRUCT 4" THICK PCC SIDEWALi( PER IANDSCAPE PLANS. @-CONSTRUCT CONCRETE BLOCK WALL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND IANDSCAPE PIANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRETE WALL PER IANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALi( PER IANDSCAPE PLANS, JOIN EXISTNG SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT ,1" DEPRESSED CURB. INSTALL PAYERS PER IANDSCAPE PLANS, INSTALL VEHICULAR CONCRm PER IANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER IANDSCAPE PIANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PIANS. V-DITCH PER ROUGH GRADING PIANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS, INSTALL SIGN PER IANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALi( CITY OF NEWPORT BEACH DWG. NO. STD-180-L FINISH PER LANDSCAPE PLANS. INSTALL 8" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRffi SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. ~ INSTALL 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @) INSTALL 4" SOR 35 PERFORATED SANO SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P B.O' 10.0' SWALE EX. WALK 3.0' 5.0' SECTION "S" NOT TO SCALE CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS . NOTE: CONTIRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTIMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GRAPHIC SCALE I 1ill1 I ,111-;-:- 11-111-·· ------, -------r----10 __ o__ 20 1--I B" THICK SLAB l't1TIH #5 GRADE 60 REINFORCING STEEL AT A MINIMUM OF 1B" ON CENTER EACH WAY AT THE MID-DEPTIH POINT OF THE SLAB. COMPLY l't1TIH SITE-SPECIFIC GEOTECHNICAL REPORT FOR SLAB SUB-BASE, VAPOR BARRIOR, SPECIAL CEMENT TYPE, AND HE.AI/IER REINFORCING STEEL. THE MINIMUl.1 ACCEPTABLE SLAB SUB-BASE SHALL BE 12"THICK CRUSHED AGGREGATE BASE OR CRUSHED MISCELLANEOUS BASE IN ACCORDANCE l't1TH GREEN BOOK SECTIONS 200-2.2 OR 200-2.4 RESPECIVELY. TIHE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. PCC PROFILE • "' CURB FACE \._FL0\\l.1NE l ROADWAY MOD. ROLLED CURB PLAN VIEW ( IN l'EET ) l inch = 10 ft. • N RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0.. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0.. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >-->-- -0 co ---~ 0,. 0,. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0,. co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll .ll/SH 05.24.13 Revision 81.Jbmltlal J8/LS 07.19.13 3n:I Cotll 81.Jbmlllal J8/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal R\I I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-7 r L II DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:34AM P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG I I \ \ \ \ \ \ ' \ \ \ \ \ PROPERTY> LINE \ \ \ I I I 'I '/'I ~··--··-·-··-/---··-FOR CONTINUATION, SEE SHEET C-PG-12 CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING ORY UTILITIES LOCA TEO ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. \ \ \ \ \ \ \ \ \ \ ,,,, \ JOIN EXISTING ACCESS ROAD ....... -' _,Y' ------- ~\ ~,.,.-',~ A\ ~t ~ \~ -· -I --I --I --I -- ~ IL RECORD DRAWINGS GENERAL CONSTRUCTION NOTES (i)--CONSTRUCT 4° llilCK PCC SIDEWALK PER LANDSCAPE PLANS. ®--CONSTRUCT CONCRm BLOCK W,11.L CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. CONSTRUCT \IERDURA WALL PER W,\LL PLANS. CONSTRUCT 8" llilCK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INST,\LL PAVERS PER LANDSCAPE PLANS. INST,\LL VEHICULAR CONCRETE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INST,\LL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" llilCK PCC SIDEWALK CITY Of NEWPORT BEACH DWG. NO. ST0-180-L FINISH PER LANDSCAPE PLANS. INST,\LL 8" ATRIUM DRAIN, NDS OR EQU,11. PER DETAIL 66 ON SHEET C-PD-1. INST,\LL 12" ATRIUM DRAIN, NDS #1280 OR EQU,11. PER DETAIL 67 ON SHEET C-PD-1. INST,\LL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INST,11.L 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INST,\LL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INST,\LL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIV,\LENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PLAN. @--INST,\LL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @--INST,\LL 4" SDR 35 PERFORATED W,\LL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIV,11.ENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PLAN. @) INSTfil 4" SOR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4• CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIV,11.ENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM ~ SHOWN ON PLAN. @-INST,\LL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A lliROUGH P GRAPHIC SCALE 10 0 5 10 20 I --I I I ( IN FEET ) 1 inch = 10 ft. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " -;;;\ ';;I "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0-. 0-. i5 i5 o' .,-C C 1 ';:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, '<': ,. l C 0 -w 0 "' ~ co -0-. co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll .BISH 05.24.13 Revision 81.Jbmltlal JB/LS 07.19.13 3n:I Cotll 81.Jbmlllal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-8 r L -I -- ~ lL --I --I --UMIT OF I WORK ADJACENT NOV AREA 11 [ -t, -I ii /I i [l r...1 • II I .90 ( TG • : .... : .... : ~ . ....;....: .:....:. .:... R 16 0 -06-2014 \ FOR CONTINUATION, SEE SHEET C-PG-2 I I 67 44.00 ITG 144:H, I FS I t---1-, ___ __ 5.o· . \ --------,.., 44.o"l:; FS @ -·• I 40,,llfS-SG I \ \ \ \ \ \ \ \ \ \ \ \ I I I \ \ I I I I II I 41.11 FS 'o-lH+-4-4:11--> .:-. . -....... ' ·,.·.:::··· :~.'. 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'. · ., ... _,.. .•. _.. .... -..•.. -., .,.,. ·.· ···1•··· ·· ··· .... ··•·· ·· •. ···I,; ..... •··· .. . ., .•.. • •. , •.,·•·· .•.. • .• , ·._,..., .. ., · .... ·• .. ··~•: ,.-· >¼"'·~....... ·.:;;;;~/,;--/········ .• ,~ ........ ••··•••·••• ........... ······1'··· •. ···•· •••. ,,. ···~··•., .. •······· .•.••.••••• ,., ..•• ,.,, .• I --40.12 FS-GB ................ ,,,.. ' ~--',.,,•1·rG''14 .... Ji1,1 ......... ''· ... , .. •.,•·/.· .... i .. •. ·· .......... ,, ...... •.·•.·l•,. ·1'·· ..... , ....... , ... ,,, ........ ···· .. , ....... · .. ···,.--.· ··•· , .. ·.· ........ , ·• •.•' :·,;;_' ' • '?o,_ •~. •. }· ~ • • • ·) • ·., , • .' • . ." ·. • tt .... · ·.: • • · ; ... ~ .; : , ' ·'· •. '.. .; .' ,' ~ · •..; :; · ~ •: • · • ,' .',, .' _:• ·· · · ••~ ·:• .~ ·. • · .. · '. · '~ • • · .•• .: ~:·i · . ·: •: • ,•·· ' • .: • .! , ~ : . ."· • ., : :. ~ "• · . ' • '··::. •.•: ~ '· ' • •• · · •. • ; • ; : ~. ·' • ·' , · ~· • • .'-: .! • ·• ·: •• : :,. ·: ·•:•:1 .• ..-:·.•.,: .• ,., ' • .• • .. • ...• ,, ..... -.......... •., ··:' ... • ·'· :•. ··••. ·' ~·~·~--•.-.: .• ,_. -~·.·.· .•....• ,,,., .• 1•· .,. ;.,.···· .......... •.· -., _ .... , .•. . .. ~. 'Y.' •.•·'•.···-•.;., •.•• ·., .••••••••• ·., I ... 40.10 67 TG CAUTION NOTE: II NOTE: 0) I (!J D. 6 1- tH m w w "' ~ -I- ~ i: ~ 0 ~ lL DIAL TOLL FREE 1-800-227-2600 CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE RECORD DRAWINGS AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE ALERr CF' SOOTHERN CAUFORNA Apr21, 2015-10,35AM P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GENERAL CONSTRUCTION NOTES (i)--CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PIANS . ©-CONSTRUCT CONCRm BLOCK WALL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCT\JRAI. AND LANDSCAPE PLANS FOR FINISH AND OETAILS. 3 CONSTRUCT POURED IN PLACE CONCRm WALL PER IANDSCAPE PIANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PIANS. JOIN EXISTNG SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRm PER LANDSCAPE PIANS. CONSTRUCT GRAVEL ACCESS ROAD PER IANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER IANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALK CnY OF NEWPORT BEACH DWG. NO. STD-180-L FINISH PER LANDSCAPE PLANS. INSTALL 8" ATRIUM DRAIN, NDS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NDS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-P0-1. INSTAU. 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRm SUBGRAOE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTAil 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEO FABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO OETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA ORAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-P0-1. @--INSTAil 4" SOR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER {MIRAFI 140N OR EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @ INSTAil 4' SOR 35 PERFORATED SANO SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/+' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @--INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 ANO C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE 10 0 5 10 20 ~I I_I I ( IN raET ) 1 inch = 10 fl KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. a u 0. a " 0 " ';;I ;;;\ "' ~ "' "' g: ~ .,; "' -0 u.. u.. 8 co "' 8 -s: "' "' ~ f?l ~ .,; ct. "' -0 >->- -0 co ---~ "' "' i5 i5 o' ... C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl _ .. ~ l J!! ii u C ~ .. C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w a "' ~ co -"' co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JB 03.00.13 2rld CoNB 81.Jbmllllll .ll/SH 05.24.13 Revision 81.Jbmltlal JB/1.S 07.19.13 3n:I Col>ll 81.Jbmlllal JB/1.S 10.ll0.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 .J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-9 r L -- --I DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10·35AM P:\114.192\Gradr1Q\PIOOl8e Qad~ 192-PG.IJWG ··-·· □ CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCA TIED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTIECTIED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVIE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. -- I GENERAL CONSTRUCTION NOTES ffi= CONSTRUCT 4' THICK PCC SIDEWALK PER LANDSCAPE PLANS. CONSTRUCT CONCRITE BLOCK WALL CUT TOP OF BLOCK WHERE REQUIRED. STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. CONSTRUCT POURED IN PLACE CONCRITE WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4' DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRITE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. SEE CONSTRUCT 4' THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. STD-180-L. FINISH PER LANDSCAPE PLANS. INSTALL 8" ATRIUM DRAIN, NDS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NDS f1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24' BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6' ROUND DECK DRAIN, NDS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4' SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENl). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @--INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @--INSTALL 4" SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @ INSTALL 4' SDR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P RECORD DRAWINGS GRAPHIC SCALE -j r 20 ! ( IN FEET ) 1 Inch = 10 fl KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. w Consultant a, C ·-C C 0 -0. - C a, ·-UI G) "O C 0 .a .. :::, - G) .. :::, .. " G) .. ·-.c " .. 0 G) 0. 0 " UI "O C 0 - 0 u.. Revisions By Date Cl1y-Set ,ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmilllll ,ll/SH 05.24.13 Revision &Jbmltlal JB/1.S 07.19.13 3n:I CoNB 81.Jbmlllal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-10 r L -- I --I I -•"" I -... FOR CONTINUATION, SEE SHEET C-PG-13 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:36AM P:\114,192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG ________ 35 1..Hllllll I I CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. • II I C 'l ,Y/ I. 55.88 FS I /I ,, I I I I I 56.22 FS IJ 'l l l l I II 56.JB FS 55.94 FS I I I I • /55,ao 66 TG -r _,,,;;7 56.00 / ~ TG / I / / / / / / / / 56.15 S-GB \ \ \ / / / \ / V / -I D 'N---------;7 rf V..1-' --D v,1-• --D W---_,.__ EXISTING STREET RIGHT OF WAY • • • 55,2:1 B. •• ~ II II II I- NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LIEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. - -- -- - T"' T"' • II -- CJ D. 0 1-w w I: .en •w ~ -- - GENERAL CONSTRUCTION NOTES (i)-CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. @-CONSTRUCT CONCRETE BLOCK WAIL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. J CONSTRUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. CONSTRUCT \IERDURA WALL PER WALL PLANS. CONSTRUCT 6" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PA\IERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRETE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALK CllY OF NEWPORT BEACH DWG. NO. STD-180-L FINISH PER LANDSCAPE PLANS. INSTALL 6" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-P0-1. INSTALL Jfj BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4" SOR J5 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF J/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 7J ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. Q9--INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-P0-1. @-INSTALL 4" SOR J5 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF J/ 4' CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUIVALENl). REFER TO -DETAIL 75 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PIAN. @ INSTALL 4" SOR J5 PERFORATED SANO SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF J/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFl 140N OR EQUIVALENl). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PIAN. @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-P0-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P RECORD DRAWINGS GRAPHIC SCALE 10 0 I .-. I i ( IN FEET ) 1 inch = 10 ft. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >-->-- -0 co ---~ 0,. 0-i5 i5 o' .,-C C 1 ';:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, ';:: .,. l C 0 -w 0 "' ~ co -0-co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00,13 2rld CoNB 81.Jbmllllll .ll/SH 05.24,13 Revision 81.Jbmltlal JB/1.S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-11 r L 0 ,... I C, D.. I 0 I-w w I: "' w w "' • z 0 -I-< ::::> z -I-z 0 0 a: 0 LL -56.43 FS-MVC 7 Pv,'<,,,""1_""9 Se..1, 6.80 FS-GB • r r ~I 1/ -I -DW--D -I - ♦• ,. ♦ - - I - I --I - -- D DW DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG • • • UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA -- Apr21, 2015-10:38AM P:\114,192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG --- ••• •• ------- • • 58.70 "~---=-~"" -- .,,,,,..,,,,,..,,,,,..,,,,. FOR CONTINUATION, SEE SHEET C-PG-5 '-""""-I 62.30 FS-GB /, //, ft 1/--'.62.05 GB I ,, ..... I FOR CONTINUATION, SEE SHEET C-PG-6 II I -I .... ••• ... , -··••• ~ ••• ~IT~ •··· GRADING •••••••• ...• ----- • / . -. ::;..----.. ....__,~ PROPERTY •• • • • • ------ / UNE ·•• 61.72 FS-GB I •••••• -------- .,.....___ ····• ••• / ,,, ··••• ---1-,,, •••• t -·· •••• / • •• •• ..•• ,, a ------------ -------------- CAUTION NOTE: / ,, ,, PROPERTY LINE ,, ,, ,, t ,,._.,,.,.-ss CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. ,,,.,,.,.-s ---- ,,._.,,.,.-sS ,,,.,,.,.-ss ) sS sS ,,._.,,.,.- ---------- -------------- NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GENERAL CONSTRUCTION NOTES (i)-CONSIBUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. ©-CONSIBUCT CONCRETE BLOCK WALL CUT TOP OF BLOCK WHERE REQUIRED. SEE SIBUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. CONSIBUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. CONSffiUCT VERDURA WALL PER WALL PLANS. CONSIBUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSIBUCT 4" DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRETE PER LANDSCAPE PLANS. CONSIBUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSIBUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSIBUCT BRIDGE PER LANDSCAPE PLANS. CONSIBUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSIBUCT 4" THICK PCC SIDEWALK CllY OF NEWPORT BEACH DWG. NO. STD-180-L FINISH PER LANDSCAPE PLANS. INSTALL 8" AffilUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" AffilUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 36" BROOKS CATCH BASIN PER DET.'JL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURF ACE CONCRE-rE SUBGRAIDE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORA-rED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEO FABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DET.'JL 74 ON SHEET C-PD-1. @-INSTALL 4" SOR 35 PERFORA-rED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FIL-rER (MIRAFI 140N OR EQUIVALENT). REFER TO -DET.'JL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @ INSTALL 4" SOR 35 PERFORA-rED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ I( CRUSHED ROCK WRAPPED IN GEOFABRIC FIL-rER (MIRAFI 140N OR EQUIVALENT). REFER TO DET.'JL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL TOT LOT ffiENCH DRAIN. SEE DET.'JL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE 10 0 5 10 20 ~ 1-1_1----11 ( Ill FEET ) l inch = 10 fl u I PG-4 PG-6 PG-81 1e,--W--W, • RECORD DRAWINGS PG,; I ~//\_'_ ~-c¥-' 2'PG-1s1 KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >-->-- -0 co ---~ 0- 0-i5 i5 o' .,-C C 1 ';:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0-co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB SI.Jbrri1al JI! 03.00,13 2rld CoNB 81.Jbmllllll .BISH 05.24,13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.ll0,13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-12 r L II ---------- \ \ \ II Q_O X ( - - -I -~ \ _L---' --------- DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:-P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG II @ - ---- WEST COAST HIGHWA-¥ CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER STREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. \ \ \ I \ -\ -\ I - I --I --I -30 • I 25 -- 20 1 - DW--_ DW--- D -- -I RECORD DRAWINGS GENERAL CONSTRUCTION NOTES (i)-CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. ®--CONSTRUCT CONCRffi BLOCK WALL. CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRffi PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT ,; THICK PCC SIDEWALK CITY OF NEWPORT BEACH OWG. NO. STD-180-L FINISH PER LANDSCAPE PLANS. INSTALL 8" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-P0-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-P0-1. INSTALL 3ft' BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 00 EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALEN1). REFER TO DETAIL 73 ON SHEET C-P0-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-P0-1. @-INSTALL 4" SDR 35 PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N 00 EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. @) INSTALL 4" SOR 35 PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N 00 EQUIVALEN1). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM AS SHOWN ON PLAN. ®-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 7B ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE 10 0 1--- ( IN FEET) 1 inch = 10 ft. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0.. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0.. 0 " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 " "' "' ~ f?l ~ -0 ct. "' -0 >-->-- -0 co ---~ 0-. 0-. i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0-. co Consultant Revisions By Date Cl1y-Set .ll/SH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll .ll/SH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-13 r L --I -- I -- DJACENT ov"AREA \ \ \ \ \ I I I I I I I I I I I I I ' .. .,_, DAYI:IGHT /♦ -...., LIMIT of'<. .. ' • ADING '-...._ ' .......... ·, ..... ♦ ·, ..... ♦ .., ', •♦ , ... , ', ♦ I PROPERTY ,..._ '--.... LINE -..,, '--..!, ,.#, • ... , > ------..i ■ ■ ■ I I I I 67 37.10 TG I ----/. ( I~/ I \ I I I I I \ ,( l{I II / ~@ -_ TG 6. 2 B . - ' ~ ---. -OFL 0 . FL ~ -- --DW--_DW--..... DI\<--..__'._ D DW--_DW--_ DW--_DW--_ DW--..._ DW--..._ D•:,,c--DW--.....DW--..... DW--..._DW--..._ DW--..._DW--..... DW--..._DW--..... DW--.....DW--..... --WEST co ---- -----::::::::=:::::::---------.:::----::::::::::::--_ -----.:::------------------::: .:::-.::: .::: -----::::-:::-:::--.:::--==-----:::-:::.:::-- DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21, 2015-10:-P:\114.192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG -----==-----:::--==--- CAUTION NOTE: CONlRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMETER SlREETS. ALL UTILITIES ARE TO BE PROTECTED IN PLACE. CONlRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONlRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. --- DW--.....DW--..... DW--.....DW--..... DW--.....DW--..... DW--.....DW--..... DW--..._DW--..... -------- NOTE: CONTIRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VIERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVIE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. D ----. --- 17'8 I I I I I I 38.44 FS/ I I -- -- ---------- DW--_DW--..... DW--..._DW--..._ DW--..... ---- - DW--..._DW--..._ 1 DW--.....o 0 ---I GENERAL CONSTRUCTION NOTES (i)-CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. ®-CONSTRUCT CONCRffi BLOCK WALL CUT TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRffi WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT 8" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAYERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRffi PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. ST0-180-L FINISH PER LANDSCAPE PIJ\NS. INSTALL 8" ATRIUII DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 18" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 38" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" RCXJND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @-INSTALL 4" SDR JS PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4• CRUSHED ROCK WRAPPED IN GEOFABRIC FILlER (MIRAFI 140N OR EQUIVALENl). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM /'/5 SHOWN ON PLAN. @-INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @-INSTALL 4" SDR JS PERFORATED WALL SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEII /'/5 SHOWN ON PLAN. @ INSTALL 4" SDR JS PERFORATED SAND SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM /'/5 SHOWN ON PLAN . @-INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P GRAPHIC SCALE 10 0 1--- ( IN FEET) 1 inch = 10 ft. RECORD DRAWINGS KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C 0 .a .. :::, -u .. :::, .. " u .. ·-.c " .. 0 u 0. 0 " 0 ..... ';;I ;;;\ N ~ "' "' g: ~ -0 N -0 u.. u.. 8 co "' 8 " N "' ~ f?l ~ -0 ct. N -0 >->- -0 co ---~ "" 0-i5 i5 o' .,-C C 1 . ;:: 0 0.. -0 N !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w 0 "' ~ co -0-co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00.13 2rld CoNB 81.Jbmllllll .BISH 05.24.13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - PG-14 r L - - ----- 38.12 FS 37.93 • • • • DW--'Yl.raW---DW---DW--D~ /FL-HP -----38.03 FS • • • • I --1ikil _-- ---~"ll-~~==-==-=--~~=--~=-=-=-=--=--=-=--~=_=_=....J:::;@Jj;:::6J~.:_;,:;~ioi.i0::;£1-.!l~=--------J - a. r-e-I - 0 -27.70 -TG-----61 ·-1-W --I ,.. • • • - -------W ~ _ I J' ;!I 4.95 iijW L~J-====⇒,-l==-=~~--=@=s'"J::;5:~i-===-==-::::"':s;c~==11~ TG / -=-._ '--• • -=:::::::---... 5 LL ------= --- 5. ------- 10.50 50 TG--•• ------/-_ •• G) . 1 FS-GB 24.39 -GB • • ---- - 24.6 FS1 ~I -67 37.40 TG V-DITCH PER --ROIJGH-GRADING-________ _ PLANS 37.51 FS • • • 37.36 FS -I D"'~jj -GA --""==-~.,-=:---/ I •• w.-_ s ---- -::::---s:~-=---,,,., _,,,, J/1 DW--_DW-_ GAS-GAS --::::::~----- • • • -----/// DW--ow_ -GAs_ -j// -DW--ow.__ GAs-G > '( J/1 _____ DW--_Dw.__ AS I-111 ti T DW--_DW--_ -- AS -GAS -GAS 11.83 6 FS -----i-H-'-' _ -r-tt-BS :::~ --DW--_DW--ow.__ -GAs_ W--ow.__DW-_ / DW--_D~ DW--_Dw.__ I ----- DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO llA.YS BEFORE YOU DIG UNDERCAOUND SERVICE Al.ERi' CF' SOOTHERN CAUFORNA Apr21. 2015-10:~ P:\114,192\Gradr1Q\PIOOl8e Qad~192-PG.IJWG ,,, -- I I I I I I --- CAUTION NOTE: CONTRACTOR TO BEWARE OF EXISTING DRY UTILITIES LOCATED ALONG PERIMElER STREETS. ALL UTILITIES ARE TO BE PROlECTED IN PLACE. CONTRACTOR TO ADJUST ALL EXISTING RIMS OF MANHOLES TO NEW GRADE AS NEEDED. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT (BOO) 422-4133 48 HOURS BEFORE DIGGING FOR UTILITY LOCATIONS. DW--_DW--_ DW---o- D -DW-------D\\V-' --D W---j-~--==nrw--- NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GENERAL CONSTRUCTION NOTES (D-CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. @-CONSTRUCT CONCRETE BLOCK WALL Cl/T TOP OF BLOCK WHERE REQUIRED. SEE STRUCTURAL AND LANDSCAPE PLANS FOR FINISH AND DETAILS. 3 CONSTRUCT POURED IN PLACE CONCRETE WALL PER LANDSCAPE PLANS. CONSTRUCT VERDURA WALL PER WALL PLANS. CONSTRUCT a" THICK PCC SIDEWALK PER LANDSCAPE PLANS. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-PD-1. CONSTRUCT 4" DEPRESSED CURB. INSTALL PAVERS PER LANDSCAPE PLANS. INSTALL VEHICULAR CONCRETE PER LANDSCAPE PLANS. CONSTRUCT GRAVEL ACCESS ROAD PER LANDSCAPE PLANS. CONSTRUCT ACCESS ROAD PER LANDSCAPE PLANS. V-DITCH PER ROUGH GRADING PLANS. CONSTRUCT BRIDGE PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL SIGN PER LANDSCAPE PLANS. CONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. SID-160-L FINISH PER LANDSCAPE PLANS. INSTALL a" ATRIUM DRAIN, NOS OR EQUAL PER DETAIL 66 ON SHEET C-PD-1. INSTALL 12" ATRIUM DRAIN, NOS #1280 OR EQUAL PER DETAIL 67 ON SHEET C-PD-1. INSTALL 1a" BROOKS CATCH BASIN PER DETAIL 68 ON SHEET C-PD-1. INSTALL 24" BROOKS CATCH BASIN PER DETAIL 69 ON SHEET C-PD-1. INSTALL 3a" BROOKS CATCH BASIN PER DETAIL 70 ON SHEET C-PD-1. INSTALL 6" ROUND DECK DRAIN, NOS 40 OR EQUAL, ON PLAY SURFACE CONCRETE SUBGRADE. SEE DETAIL 72 ON SHEET C-PD-1. @--INSTALL 4" SOR 35 PERFORATED INFIELD SUB DRAIN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEDFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 73 ON SHEET C-PD-1. CONNECT TO AREA ORAN SYSTEM />S SHOWN ON PLAN. Q9"--INSTALL 12" BROOKS CATCH BASIN PER DETAIL 74 ON SHEET C-PD-1. @)--INSTALL 4" SOR 35 PERFORATED WALL SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ I{' CRUSHED ROCK WRAPPED IN GEDFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO -DETAIL 75 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM f,S SHOWN ON PLAN. @ INSTALL 4" SOR 35 PERFORATED SAND SUB ORAN PIPE ENCASED IN 1 CUBIC FOOT OF 3/ 4" CRUSHED ROCK WRAPPED IN GEDFABRIC FILTER (MIRAFI 140N OR EQUIVALENT). REFER TO DETAIL 76 ON SHEET C-PD-1. CONNECT TO AREA DRAIN SYSTEM />S SHOWN ON PLAN. @--INSTALL TOT LOT TRENCH DRAIN. SEE DETAIL 78 ON SHEET C-PD-1. RECORD DRAWINGS NOTE: REFER TO SHEETS C-RG-4 AND C-RG-5 FOR SECTIONS A THROUGH P CHEEK WALL PER --+-- LS. PLANS 7' 4 .. 6' SECTION T NOT TO SCALE -+-CHEEK WALL PER LS. PLANS GRAPHIC SCALE 10 0 5 10 20 ~I I_I I (INFE!lT) 1 inch = 10 ft. KEY MAP Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. a, C ·-C C 0 -0. - C a, ·-UI u .,, C a .a .. :::, -u .. :::, .. " u .. ·-.c " .. a u 0. a " 0 " ';;I ;;;\ "' ~ "' "' g: ~ -0 "' -0 u.. u.. 8 co "' 8 -s: "' "' ~ f?l ~ -0 ct. "' -0 >->- -0 co ---~ 0. 0-i5 i5 o' .,-C C 1 ';:: 0 0.. -0 "' !/ Ji ·;: Cl --~ l J!! ii u C ~ ., C E 0 ~ C .2' ~ w w UI 0 .,, . ;:: .,. l C 0 -w a "' ~ co -0-co Consultant Revisions By Date Cl1y-Set .BISH 02.21.13 1st CoNB 81.Jbrrilal JI! 03.00,13 2rld CoNB 81.Jbmllllll .BISH 05.24,13 Revision 81.Jbmltlal JB/1..S 07.19.13 3n:I Cotll 81.Jbmlllal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV I Precise Grading Plan .._~ ........ rA ..... EPmalll'.Nnl ... 111~....,llldCIOITlllllall ~'Mhl!Qld _,,_ dlNVlllll .. dllliJ'a DIIIM'mhllhhll ~~ ID9i.-.d dgllrld. it..dalql•llllbb9-.:ll'lqo ~ lll'aauiadb■ ltd llQ'lllllmftd:Clbllltq wllan panwmnll'llm.tlltllnEPlt&laN. 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C-PD-1 EXPANSION JOINT EXISTING SIDEWALK NEW SIDEWALK NDS SPEE-D CHANNEL DRAIN, OR EQUAL. 5.75"-+-I FINISHED SURFACE 4.5" CUSHION LA YER NOTES; 4" MIN. CONCRETE BASE 1. KEY NEW SIDEWALK SECTION UNDER EXISTING SIDEWALK. 2. SOAKING OF SOIL SHALL BE APPROVED BY TIHE INSPECTOR. SEE LANDSCAPE PLANS FOR HARDSCAPE AND SURFACING LAYOUT. hdl TOT LOT TRENCH DRAIN @-F-O_R_R_U_B_B_E_R_IZ_E_D_S_U_R_F_A_C_E_ 1212 CAST IRON GRATE 1212 TOP SECTION (WITH GALVANIZED FRAME) PARKWAY ONLY 28 lbs. 1212 STEEL GRATES PARKWAY 16 lbs. TRAFFIC 18 lbs. < 14 ,,,.. J 1 112" 1' 1212 STEEL COVER PARKWAY 22 lbs. TRAFFIC 25 lbs. 15•• • J 1112" NOTES: 1. GRATES AND COVERS AVAILABLE PAINTED BLACK DR GALVANIZED 2. "ADA" GRATES AVAILABLE IN PARKWAY & TRAFFIC 3. "HEEL PROOF" GRATES NAILABLE IN PARKWAY & TRAFFIC ;%is~ ··'> .. L t / 1 /) __ 22" 22'" 1212 LOWER SECTION (NO FRAME) NOTE: USE 12" 18" 2~" 28" LOWERS TO INCREASE DEPTH UP TO AMAXIMUM OF 72" 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED 22" ' ' " I ,/.,. -~-TOP I I SECTION HT. LBS 1212 T6 ••• 170 1212 T12 12" 275 1212 T1B 18" 270 1212 T24 24" 430 1212 T28 28" 380 LOWER I I SECTION HT. LBS 1212 L 12 12" 275 1212 L 18 18" 270 1212 L24 24" 430 I KNOCK-OUT NONE (4) 5" x 10" (4) 8" x 12" (4) 8" X 15" (4) 8" X 22" I KNOCK-OUT (4) 5" X 10" (4) 8" X 12" 1212 BASE WT. 165 lbs 22" -, ----------~- 12"x12" CATCH BASIN 22" 22" SEE CHART J ., SEE CHART j (4) 8" X 15" 1212 L2B 28" 380 (4) 8" X 22" ORG.DVl'G.O..TE 1212 CB 04-20-95 05-18-00 NOTES 1. GRATES SHALL BE GALVANIZED STEEL 2. JOIN PVC PIPE TO BASIN PER DETAIL 77 HEREON BROOKS CATCH BASIN N.T.S. 03-05-2014 12" 7 D 1 1% MIN SWALE 2% MIN SHEET FLOW AWAY FROM BLDG. ,~~m~m~m-~m-~ffi-~m~t;:::======:::::;::1 ~ 1 ~-~" 111 1 i' 111 1 i' 11m 111 1 i' 111 1 i' 111 I ,1 '~ 111 Ii' 111 Ii' 111 I II I I~ 1111" 111Ii'11111=--"' 1 I '" 111 Ii' I Im 111 Ii' 111 I 'JI' • 1 .u 1=-' • ~-NDS 1230 ~~~ -~ROFILIE USE NDS OR APPROVED SIMILAR. ADAPTOR WITH NOS 1243 UNIVERSAL OUTLET ~-4" PIPE PIPE SIZE PER PLAN NOTE: USE BLACK ATRIUM GRATE IN SHRUB AND GROUND COVER AREAS ANO USE BLACK FlLAT GRATE IN GRASS AREAS N.T.S. 1818 CAST IRON GRATE 1818 TOP SECTION (WITH GALVANIZED FRAME) PARKWAY ONLY 5B lbs. 1818 STEEL GRATES PARKWAY TRAFFIC. 27 lbs. 49 lbs. -1314" 28" 28" ', I ......... '._v ... ~-/ -./ 1818 LOWER SECTION (NO FRAME) NOTE: USE 12" 18', 24" LO\-VERS TO SEE CHART ) 1818 STEEL COVER INCREASE DEPTH UP TO AMAXIMUM OF 72" PARKWAY TRAFFIC 44 lbs. 65 lbs. ·</ NOTES: 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED 2. "ADA" GRATES AVAILABLE IN PARKWAY & TRAFFIC 3. ;'HEEL PROOF" GRATES .ll!w'AILABLE IN PARKWAY & TRAFFIC 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED TOP SECTION HT LBS KNOCK-OUT 181816 6" 215 NONE 1818 T12 12" 370 (4) 5" X 10" 1818 T18 18" 555 (4) 9"x11" 1818 T24 24" 785 (4) 9"x11" LOWER I I I SECTION HT LBS KNOCK-OUT 1818 L12 12" 370 (4) 5" X 10" 1818 L18 18" 555 (4) 9"x11" 1818 L24 24" 785 (4) 9"x11" NOTES 28" 1818 BASE 18"x18" CATCH BASIN ORG.m•G.DJ\fE _18" 04-20-95 02-28-00 1. GRATES SHALL BE GALVANIZED STEEL 2. JOIN PVC PIPE TO BASIN PER DETAIL 77 HEREON 28" I SEE CHART l ~ J 14" ;,,- 1818 CB BROOKS CATCH BASIN N.T.S. BACKFILL PER SOIL ENG. RECOMMENDATIONS _______ ..._ FILTER FABRIC MIRAFI 140N OR EQUIVALENT WITIH 16" MIN. OVERLAP 4" PERFORATED SUBORAIN PIPE PVC SCH. 40 OR SOR 35. ---~ CLASS 2 PERMEABLE MA TERI AL PER CALIF. DEPT. OF TRANS. SID. SPECS. OR 3/4 INCH CRUSHED ROCK OR GRAVEL WITIH LESS TIHAN 5% PASSING A No. 200 SIEVE • 0 -~........ • 0 ~ 0 I' 0 0 o 0 0 ··-• . ' .' . ·.. ... .; . .. • . ' . . .. ' . 7 0 3 RETAINING WALL 1' NOTES: 0.33' PCC , ... ! 0.33' AB t ·OMPACTED SUBGRADE PER SOILS REPORT ROUGH GRADE LINE OVER-EX. LINE 1. SCORING PER LANDSCAPE PLAN. 2. COMPACTION, MOISTURE CONDITIONING, AND CONCRETE TYPE PER SOILS ENGINEER'S RECOMMENDATIONS. MOISTURE CONDITIONING SHALL BE APPROVED BY INSPECTOR. 3. FINISH AND COLOR PER LANDSCAPE ARCHITECTURE PLANS. @t--c_o_~_OT-<?o-~-c~-LET_E_S_L_A_B_S_E_C_TION 2424 CAST IRON GRATE PARKWAY 2424 STEEL GRATES PARKWAY TRAFFIC J 2424 STEEL COVER PARKWAY TRAFFIC NOTES: 26 1/4" 112 ltis. 81 lbs. 114Ibs. 48 lbs. 103 lbs. 1. GRATES AND COVERSAVAILABLE PAINTED BLACK OR GALVANIZED 2. "ADA" GRATES AVAILABLE IN PARKWAY & TRAFFIC 3. "HEEL PROOF"' GRATES IWAILABLE IN PARKWAY ONL V 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED I sE1~roN I HT. I LBS I KNOCK-OUTS 2424 T6 6" 270 NONE 2424 T12 12" 495 (4) 6" X 11" 2424 T18 18" 745 (4) 9'" X 12" 2424 T24 24" 870 iiMI¥-\: -~24 E6 6" 270 NONE I LOWERI I I SECTION HT. LBS KNOCK-OUTS 2424L12 12" 495 (4)6"x11" 2424L18 18" 745 (4) 9" X 12" 2424 B36 (4) 18" X 18" NOTES 2424 TOP SECTION (WITH GALVANIZED FRAME) 2424 LOWER SECTION (NO FRAME) NOTE: USE 12", 18'", 24" LO\NERS TO INCREASE DEPTH UP TO A MAXIM UM OF 72" __ ,./ . 24" ... ___ 24"·--. 5" 34" 34" ' .; I SEE CHART ' ,, 2424 BOTTOM SECTION (WITH OR WITHOUT FRAME) 34" 24" X 24" CATCH BASIN DRGDW<lrnTE RCV.D'l""-D>TC 11-23-99 02-28-00 34" SEE CHART 2424 CB 1. GRATES SHALL BE GALVANIZED STEEL 2. JOIN PVC PIPE TO BASIN PER DETAIL 77 HEREON @)24• BROOK~_s_CATCH BASIN ,,--TURF PER L.S. PLANS 7 0 4 -~~~~;u~~~~~~~%~~ ~ (~~~%® ~ z " ' (0 :1111 1 i' I I 1 1 i' I I I I llT i' I I I I i' I I I I i' I I I I i' I I I , 111 II ~~tJt;III 111• • -•• -=111 J,'f-=,--ffiA--f'I ~ I i· --=I 11 1lliT'--COMPACTED SUBGRAOE --111- 4• PERFORATED SUBORAIN - ENCASED IN 1 CUBIC FEET UNDER SEPERA TE PERMIT OF CRUSHED ROCK WRAPPED IN GEOFABRIC FILTER (MIRAFI 140N SEE LANDSCAPE ANO STRUCTURAL PLANS FOR FDR CONSTRUCTIOIN AND DETAILS TOP OF FOOTING OR EQUIVALENT) @1---S_U_B_D_R_A_IN_N_T.-~_ND_E_R_T_U_R_F _ ... ·::::· .. ·::::· .. AN .l'ITJ<.L .·.M .. UC IAl-.. ~.:.L. ;: .. ~. ::· ................ --s· .. 0/l""'"'·o . .,A.,.,..R ... --P~R----s·. ·p• 'ANS ..... ....... . ·.··1%MIN················· :::::. : ....... _.' ·::: . . . . . .. . . . . . . ... : . '. • ◄ :· -. J. • . • .... •~-.... ; , . . .. ·.-.,. ... ,,,:-: .. . 12" X 12" ATRIUM GRATE NOS 1280 6" ATRIUM GRATE NOS 90 USE 6" TO 4" REDUCER WHEN REQUIRED. @@)f----_A_R_E_A_D_R_A_IN_D_E_T A_IL_S __ N.T.S. DIAL TOLL FREE 1-800-227-2600 AT L£ASf TWO ll.'.YS BEFORE YOU DIG UN~D SEIWICE ALERT OF soun£RN CAUFORIM Apr 21, 2015-10:47AM P:\114.1~radng\Pl8clse Qaclrg\192-PG-DET.d-.g 4" MIN. CLR. ALL AROUND _ _,. •' . . . • . ·~-.. : -· . ~. . . ,, ... •. -~ . -: t •.. . " . . . : ·-..... . . @)1---R_E_T_A_IN_IN_G_~-.s~_L_L_S_U_B_D_R_A_IN_ RECORD DRAWINGS @®f---S_U_B_D_R_A_IN_N.-T~_N_D_E_R_S_A_N_D_ 03-05-2014 0.5% MIN PLAY SURFACE PER LANDSCAPE PLANS NDS 40 {OR EQUAL) 6 3/4" SE NDS OR APPROVED SIMILAR. PIPE SIZE PER PLAN 0.5% MIN z " • ... @---=-S-=-U=-B-___;;;S;...;;;;;L=-A=B--=-D R;;..;;.;A;;_;;;;l=..cNc.......=...;DE=-T.c....;;;A-=1-=-L _, N.T.S. 3636 STEEL GRATES-1 Pc. 3636 FRAME ONLY PARKWAY 93 lbs. 31W ' i 3636 EXTENSION (NO FRAME) /I ,./~:P~i0>-- 3636 STEEL GRATES-2 Pc. ,,.,-~".'/.·:--:::::>, ,. <:~-.,;;:--. .:::;:;,~ ·1· :'~,,. TRAFFIC 341 lbs. J I ..,_ ·--. -_',,·. _.../ ~~/ • _ _, ',, "' •. ···-< '· -':::t:.·-. / ,,-,:,-::7 ·' 36" '••, '· .. _ ·.,',, • .. _ . ' .... :.>/ 44" 44"' 3636 BOTTOM SECTION (NO FRAME) j SEE CHART 3636 STEEL COVER-1 Pc. .. ;;;;;{t;~t~~~~ PARKWAY 152 lbs. TRAFFIC 190 lbs. 40 1/4" NOTES: #.A. :l[]" (iiA THIN\\'ALL KNOCK-OUTS .,.-'/'>·;,-;:>-, ,,..-"<::-, .. ~>· /-~·:. -· ,.-36" • '•<.::: .:.<:::,'>. ~./<:?.->-> .-36~ -·-,_ ...... .,. • 4/' • • ,_.:; '.>~··:)> • :i:\~;t~~~-t q;;;:·>. ,!.. '\'\ I ' I I 41" __ ./_.. . ' 1. GRATES AND COVERSAVAILABLE PAINTED BLACK OR GALVANIZED ""'-, __ _ ~ .. ..... 2. "ADA" OR "HEEL-PROOF" GRATES ARE NOT AVAILABLE FOR THIS SERIES . 3. BOLT DOWN GRATES AND COVERS ARE AVAILABLE 44" 44" 36" X 36" CATCH BASIN ORG. DWG "-'TE RCV.D',VG.MTC 3636 CB 11-23-99 02-18-00 NOTES 1. GRATES SHALL BE GALVANIZED STEEL 2. JOIN PVC PIPE TO BASIN PER DETAIL 77 HEREON BROOKS CATCH BASIN N.T.S. PVC CONNECTOR PIPE 4" 4 •. '"""' ~1/2" MIN. ----,:::-TIHE OPENING INTO ---.J. I TIHE MAIN LINE SHALL I / -_ 1 BE TIHE 0.D. OF INLIET MORTAR MIX BEDDING OF---.: CONNECTOR PIPE CONC. BACKFILL BEDDING OF STORM DRAIN PIPE •· ' .. ' l •..• .-·• . •· ••·. ·-•; .. ... _ •.• ... ~ ~ PVC AREA DRAIN PIPE ---, PIPE PLUS 1" MIN. TO 3" MAXIMUM. BURN OR CHIP ENO OF CONNECTOR PIPE FLUSH WITH INNER SURFACE ----....J OF MAIN LINE PIPE. ROUND EDGE OF RCP. STORM DRAIN PIPE N.T.S. --1.. N. 7 0 5 --q2· -,= TIHE OPENING INTO TIHE BEDDING OF CONNECTOR PIPE MORTAR MIX CONC. CL. 420-C-2000 MAX. SLUMP -4" __ ., EQUIV. SACK MIX -4.5 CATCH BASIN SHALL -_ 1 BE TIHE O.D. OF INLET ---, PIPE PLUS 1" MIN. TO 3" MAXIMUM. CATCH BASIN OR JUNCTION STRUCTURE ~AREA DRAIN LINE TO STORM ~DRAIN/CATCH BASIN DETAIL Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. w Consutant Revisions a, C ·-C C a -a. - C a, ·-Ill a, ,, C a .a .. :I -a, .. :I .. " a, .. ·-.c " .. a a, a. a " Ill ,, C a - 0 u.. ,_ ,_ <X) 0: ,'.I By Date Ci\),-Set JB/SH 0221.13 181 CoNB SUbmllal JB 03.00.13 2nd CoNB &bnillsl JB/SH 0624.13 -n&bmllel JB/1..S 07.19.13 31a CoNB SUbrTitlal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83670 Senior Civil Engineer Conlracl Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Precise Grading Details lheleniql•nllnmlol--.EPIIJEIIGllnl..., ~all¥\illl --nl0Ufflllllllllr ..,_wllllDldt>lae chlltVllllllbdllVB CC11111'11dbahlnl!III_., nuq ~,nd dgllmd. lhelemwitoi•ffllr:ibelllmlnfl?J -,,rv.-,.ibahd •wllmta~...,. ~8'1dooneentflcmEP!t&QN. 7 URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - HC-1 L ~ - ---- DIAL TOLL FREE 1-800-227-2600 AT l.FASI 1WO DAYS BEFORE YOU DIG l.NJERGROlNI SERI/ICE ALERT or saun£RN CMFORNIA. L' e • eo r,' I I I ,XIS'T-ROW ---- -------- />pt 21, 2015-10:'48Mi P:\114.192\GOldi'1g\Pl8cise Gradirg\192-ttC.DWG ----- l!:JJ eO o~o!..f]. •• ' C27 D J d'!'---..---'13J,...-I-J..,+...tr-,:=======--__J • 8 L65 \ I I ce,r ------- 1 I I L------7 I I I I f-- f-- 1 I I I ,------ 1 I I I I \ I I I / I I JI ( I I I I '9o a •c ~ PROPERTY LINE C C89 -------------1 I I / I \ I I I I I I I I -+-I ', \ \ I I 0 0 5 0 rm ------"! I I I ,-- 1 ----1 I I I I~ I I I I I \ \J 'i I I I I L ___ _ I I I I i - I I I I i ~ I I L_--J I I I I -, I I t,_ __________ _ I ___ 1_ 38,,-+----a<I--J -------------- r,-· ~~w n ~~~_=i__J.t:ri:1\-:1- • -----------0 ------------ ----, e • I • "-I, SEE SHEET C-HC-2 FOR LINE AND CURVE TABLES • • - - 1 ~ "' -- ------------- -== ----/ 0 0 D ,SJ D 0 0 ~ 0 0 □• 0 0 n C ---- I I / / / I C.9J C 9 ·~ --. ' ---a•---- ------------ - ---- -~ -0 --------------------------------- -- ---- --=- ---- --- --- }) ------------ • ------- --- RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ (f) w 0 t-- c.. w Consultant m C ·-C C Q -D. - C m ·-VI G) "V C Q .a .. :::, - G) .. :::, .. "' G) .. ·-.c "' .. Q G) D. Q "' VI "V C Q - 0 " -~ "' ,0: N <ti 0 "' "' " 0: "' <°l! N "' u.. u.. ij 8 N <ti N ~ "' " ~ c!ii "' f-f- -co 0 ---"' "' N 0-(I ..: u ~- m' m C " -~ C ~ -C 0.. -0 N ~ &i ·c Cl " l .!! C m u C m ~ C l'.) -~ -~ C -w N ~ co 0- Revisions By Date Clly-Set JEI/SH 02.21.13 1st CoNB &bnltlal JB 00.08.13 2ndCoNBSwrtitlw JEI/SH 06.2 •. 13 --ltlal JB/1.S 07.19.13 3rd CoNB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer C p Contract Number C-3449 lty Dwg Number P-6225-S roJact Manager JB Prl nclpal RV H orizontal Control -G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I ~-...yna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf l'D'..,_.'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. -.... E ~ C -~ ~ 'll "-m I 7 _J URBAN Phone: 949-727-9095 Fax: 949-727-9098 23 Mauchly, Suite 110 Irvine, CA 92618 RESOURCE CONSULTING CIVIL ENGINEERS C - HC-2 L DIAL TOLL FREE 1-800-227-2600 AT l.FASI 1WO DAYS BEFORE YOU DIG l.NJERGROlNI SERI/ICE ALERT or saun£RN CMl'ORNIA. />pt 21, 2015-10:'48Mi P:\114.192\Gl8dng\PT8cise Gradirg\192-ttC.DWG Une # Ll L2 L3 L4 L5 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L61 L62 Line Table Line Table Length Direction Line# Length Direction 23.644 N62" 15" 05.48"W L63 8.001 N37' 36' 14.47"E 21.126 N62" 15" 05.61"W L64 5.000 N2B' 05' 28.1 O"E 53.158 N2T 44' 54.57"E L65 5.000 N23" 43' 49.85"E 48.331 N2T 45' 00.87"E L66 3.977 N49" 47' 30. 76"E 3.841 N64" 13' 54.22"W L67 12.313 N38' 23' 00. 92"W 3.843 N60" 16" 08.38"W L68 4.003 N53' 40' 44.33"E 69.027 N60" 16' 12.36"W L69 0.992 N20' 48' 23.38"W 69.027 N64" 13" 58.52"W L70 6.035 N35' 40' 30.56"E 25.434 N62" 15' 12.21"W L71 6.316 N35" 40' 30.56"E 38.818 N2T 44' 54.57"E 6.373 N2T 44' 54.56"E 7.207 N75" 19" 38.27"E 7.123 N75" 19' 38.27"E 15.222 N2T 44' 54.60"E 9.462 N58" 36' 06.40"E 9.660 N58" 36' 06.40"E 6.106 N62" 15• 21.aa·w 32.420 N2T 44' 59.83"E 3.831 N62" 13' 33.50"W 32.504 N2T 43' 58.57"E 5.357 N60' 16' 09.51"W 5.355 N64" 13' 55.43"W 2.183 N27' 44' 43.14"E 3.001 N27" 44' 57.41"E 38.515 N62" 14' 47.42"W 3.834 N2T 44' 53.68"E 30.409 N62" 15' 06.32"W 92.856 N62" 15' 05.60"W 92.860 N27" 44' 14.47"E 21.060 N62" 14' 39.53"W 33.266 N2T 45' 35.27"E 16.731 N27' 48' 58.14"E 4.319 N2T 44' 54.56"E 4.318 N2T 44' 54.56"E 5.000 N28" 03' 19.83"E 8.749 N63" 15' 50.15"W 5.000 N25" 24' 59.87"E 9.786 N52' 56' 34.81"E 14.000 N37' 03' 25.19"W 36.764 N52' 56' 34.81"E 41.937 NOO" 17' 18.39"E 34.477 NOO" 17' 18.39"E 6.158 N60' 48' 59.39"E 2.498 N27' 17" 23.25"W 6.037 N62" 05' 07.91"E 2.629 N2a· 1 o· oo.a5•w 29.266 N60" 50' 22. 77"E 39.788 N60" 50' 08.28"E 231. 734 N51. 48' 39.56"W 240.752 N51" 48" 39.54"W 132.462 N64" 27' 59.29"W 135.510 N64" 27' 59.29"W 146.687 N51' 20' 39.29"W 158.464 N51. 20' 39.29"W 5.000 N31' 33' 35.74"E 4.956 N29" 16' 05.95"E 1.555 N35" 33' 09.07"W 4.993 N20" 48' 30.12"E 5.000 N28" 34" 58.39"E 8.000 N20' 02' 32.96"E Curve Table curve # Length Radkls Delta Cl 55.839 59.456 053.8110 C2 46.606 49.456 053.9949 C3 39.605 20.434 111.0509 C4 20.140 10.352 111.4759 C5 8.670 131.500 003.7777 C6 34.301 131.500 014.9454 C7 37.511 66.601 032.2703 CB 132.140 69.315 109.2276 C9 20.064 66.601 017.2605 C10 61.811 71.601 049.4619 C11 119.846 64.314 106.7676 C12 3.346 3.000 063.8992 C13 5.940 3.000 113.4401 C14 56.402 121.126 026.6798 C15 74.141 134.301 031.6304 C17 57.247 140.006 023.4275 C18 20.608 68.493 017.2388 C19 17.578 61.256 016.4416 C20 49.346 147.974 019.1068 C21 4.773 3.000 091.1551 C22 4.608 3.000 087.9983 C23 3.414 2.453 079.7644 C24 70.668 55.599 072.8245 C25 4.338 3.123 079.6048 C26 4.712 3.000 090.0000 C27 34.908 37.682 053.0789 C28 4.615 3.000 088.1435 C29 4.140 3.000 079.0769 C30 5.165 3.000 098.6389 C31 59.346 187.497 018.1351 C32 5.013 3.000 095.7392 C33 5.013 3.000 095.7392 C34 99.871 73.000 078.3865 C35 135.002 81.000 095.4945 C36 107.564 179.500 034.3341 C37 78.589 142.303 031.6425 C38 101.772 113.126 051.5454 C39 42.420 123.126 019.7400 C40 61.323 139.604 025.1678 C41 40.419 260.000 008.9070 C42 16.121 10.000 092.3690 C43 93.659 260.000 020.6395 C44 139.121 275.500 028.9329 C45 60.163 149.613 023.0400 C46 31.457 16.000 112.6465 C47 19.661 10.000 112.6466 C48 2.921 1.000 167.3445 C49 17.524 6.000 167.3445 C50 17.507 12.016 083.4778 C51 8.831 6.000 084.3318 C52 60.601 135.262 025.6702 C53 204.589 261.066 044.9009 C54 56.782 125.262 025.9724 C55 73.674 251.299 016. 7976 C56 15.807 1037.265 000.8732 C57 243.505 251.359 055.5054 C58 76.704 57.127 076.9307 C59 86.395 63.127 078.4146 c5o 14.520 12.254 067.8899 C61 6.508 6.000 062.1501 Curve Table curve # Length Radius Delta C62 5.537 521.187 000.6087 C63 5.529 226.365 001.3994 C64 9.176 6.000 087.6281 C65 9.198 6.000 087.8334 C66 1.504 1.500 057.4632 C67 31.625 57.127 031.7188 C68 16.691 117.028 008.1717 C69 124.270 260.756 027.3057 C70 181.984 234.515 044.4616 C71 189.744 244.515 044.4616 C72 108.838 104.834 059.4838 C73 122.802 115.077 061.1420 C74 45.364 25.018 103.8909 C75 79.992 180.000 025.4621 C76 4.488 1.999 128.6355 C77 12.219 36.016 019.4376 C78 4.435 2.000 127.0476 C79 16.221 84.698 010.9730 CBO 5.116 2.000 146.5700 C81 17.337 180.527 005.5025 C82 273.804 78.005 201.1121 C83 18.695 4374.894 000.2448 C84 18.662 8354.592 000.1280 CBS 206.472 110.000 107.5452 C86 221.386 118.000 107.4956 C87 40.769 171.002 013.6601 CBB 117.073 179.378 037.3946 C89 52.842 163.000 018.5744 C90 58.446 216.998 015.4321 C91 139.392 206.417 038.6913 C92 16.381 560.770 001.6737 C93 74.140 214.325 019.8200 C94 41.997 187.500 012.8334 C95 131.358 88.089 085.4397 C96 63.685 51.693 070.5879 C97 29.529 38.000 044.5229 C98 51.257 49.834 058.9319 C99 35.128 11.500 175.0162 C100 106.418 20.000 304.8649 C101 35.528 11.493 177.1209 C102 76.515 55.446 079.0676 C103 99.564 110.544 051.6050 C105 133.757 177.539 043.1662 C106 52.386 100.618 029.8306 C107 82.950 171.540 027.7059 C108 5.316 2.000 152.2886 C109 61.563 57.693 061.1394 C110 7.141 52.567 007.7832 C111 47.047 84.000 032.0906 C113 5.085 2.000 145.6837 C114 49.764 161.000 017.7098 C115 184.586 151.000 070.0398 C116 7.997 161.000 002.8460 C117 54.001 161.000 019.2175 C118 5.113 2.000 146.5012 C119 18.052 108.430 009.5391 C120 40.356 171.547 013.4785 C121 92.369 102.833 051.4659 C122 41.434 238.205 009.9663 C123 11. 757 20.000 033.6813 Curve Table curve # Length Radius Delta C124 1.833 2.002 052.4576 C125 27.104 248.134 006.2584 C126 44.949 109.748 023.4662 RECORD DRAWINGS Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 " -~ C "' ,0: ·-<ti C N 0 0, C "' r-., 0: "' Q <°l! N CJ -"' D. u.. u.. - C ij 8 m N ·-N <ti VI ~ 0, G) " (f) -a ~ c!ii "' C f-f- Q w .a .. -0 :::, co ---"' 0, -N (I 0, G) ..: 0 u ~-.. m' :::, m C " .. -~ C 11,1 ~ C G) 0.. .. t--·-.c 11,1 0 N .. ~ &i Q ·c Cl a. G) " l .!! D. C m Q u C 11,1 m ~ VI C l'.) w -a -~ -~ C C -w Q N ~ co -0, Consultant Revisions By Date Cl1y-Set JEI/SH 1)2,21.13 1st C.ONB &bnltlal JB 00.08.13 2ndc.oNBSwrtillw JEI/SH 06.24.13 --ltlal JB/1.S 07.19.13 3rd C.ONB SwTitlal JB/1.S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 senior Civl Engineer Contract Number C-3449 City Dwg Number P-6225-S Project Manager JB Principal RV Horizontal Control "Jr..G1Mt111• ........ af1M10&.fPl1JHIKl,jftlllllm'I •~-...vna:nm:n• 1111t1..,lliQl!lldt1,_ ~RhdllVII ~11..-i.,llbna.tlcllllrg prn-.:lsd dQlllad, llllledlMl"Gl•not»blllWld.,flrf WIW,l'D'..,..'WlaHd-wlhru:1111:mi.q 'Mbn l)lffllllllCnn:lanattorn~. E ~ C ·[ 'll '1. m I 7 _J VERDURA SEGMENTAL WALL PLANS 10 3 4" 18" 10 3 4" 18" FRONT VIEW 12" 7.75" 12" SIDE VIEW TOP VIEW CASE B CASE A SECTION A PLAN VIEW TYPICAL FENCING DETAIL PART 1: GENERAL 1.01 DESCRIPTION A. WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING A VERDURA SEGMENTAL RETAINING WALL SYSTEM IN ACCORDANCE WITH THESE SPECIF/CA T/ONS AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, DESIGN AND DIMENSIONS SHOWN ON THESE PLANS. B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND INSTALLING LEVELING PAD (IF REQUIRED), PLANTABLE SOIL UNIT FILL, AND BACKFILL TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. C. WORK INCLUDES FURNISHING AND INSTALLING GEOSYNTHETIC SOIL REINFORCEMENT OF THE TYPE, SIZE, LOCATION, STRENGTH AND LENGTHS DESIGNATED ON THE CONSTRUCT/ON DRAWINGS. D. WORK INCLUDES FURNISHING AND INSTALLING FOUNDATION DRAIN, SUBDRAIN AND OTHER WALL-RELATED DRAINAGE SYSTEMS THAT MAY BE SHOWN ON THE CONSTRUCT/ON DRAWINGS. E. CALCULATIONS ADDRESSING INTERNAL AND EXTERNAL STABILITY PROVIDED IN DOCUMENTATION AS NOTED IN TABLE 1. 1.02 REFERENCE DOCUMENTS A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1) ASTM C-1J72-SPECIF/CAT/ON FOR SEGMENTAL RETAINING WALL UNITS 2) ASTM D-J080-D/RECT SHEAR TEST OF SOILS UNDER CONSOLIDATED DRAINED CONDITIONS J) ASTM D-1557-LABORATORY COMPACTION CHARACTERISTICS OF SOIL MODIFIED PROCTOR 4) ASTM D-4J 18-LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS 5) ASTM D-4595-TENS/LE PRIORITIES OF GEOTEXTILES -WIDE WIDTH STRIP 6) ASTM D-5262-UNCONFINED TENSION CREEP BEHAVIOR OF GEOSYNTHETICS 7) ASTM D-JOJ4-POL YV/NYL CHLORIDE PIPE (PVC) 8) ASTM D-4829-EXPANSION INDEX OF SOILS 9) ASTM C-140-STD. SPEC. FOR SAMPLING AND TESTING CONCRETE MASONRY UNITS 10) ASTM C-145-STD. SPEC. FOR SOLID LOAD BEARING CONCRETE MASONRY UNITS B. GEOSYNTHETIC RESEARCH INSTITUTE (GR/) 1) GR/-GG4-DETERMINATION OF LONG TERM DESIGN STRENGTH OF GEOGR/DS 2) GRI-GT7-DETERMINAT/ON OF LONG TERM DESIGN STRENGTH OF GEOTEXT/LES J) GR/-GG5-DETERMINATION OF GEOGRID (SOIL) PULLOUT C. NATIONAL CONCRETE MASONRY ASSOC/A TION (NCMA) 1) NCMA SRWU-1-TEST METHOD FOR DETERMINING CONNECTION STRENGTH OF SRW UNITS 2) NCMA SRWU-2-TEST METHOD FOR DETERMINING SHEAR STRENGTH OF SRW UNITS J) "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 2ND EDITION," (1997) 1.0J SUBMITTALS/CERTIFICAT/ON A. CONTRACTOR SHALL SUBMIT A MANUFACTURER'S CERTIFICATION PRIOR TO START OF WORK THAT THE RETAINING WALL SYSTEM COMPONENTS MEET THE REQUIREMENTS OF THESE SPECIFICATION AND STRUCTURE DESIGN PLANS. B. CONTRACTOR SHALL SUBMIT A TEST REPORT DOCUMENTING STRENGTH OF SPECIFIC MODULAR CONCRETE UNIT AND GEOSYNTHETIC REINFORCEMENT CONNECTION TO VERDURA BLOCKS. THE MAXIMUM DESIGN TENSILE LOAD OF THE GEOSYNTHETIC-FACING UNIT CONNECTION AT A MAXIMUM NORMAL FORCE AS IS APPROPRIATE FOR THE VERTICAL LOCATION OF REINFORCEMENT UNDER CONSIDERATION. THE CONNECTION STRENGTH EVALUATION SHALL BE PERFORMED IN ACCORDANCE WITH NCMA TEST METHOD SRWU-1. 1. 04 QUALITY ASSURANCE A. CONTRACTOR SHALL SUBMIT CERTIFICATION, PRIOR TO START OF WORK, THAT THE RETAINING WALL SYSTEM (MODULAR CONCRETE UNITS AND SPECIFIC GEOSYNTHETIC): 1) HAS BEEN SUCCESSFULLY UTILIZED ON A MINIMUM OF FIVE (5) SIMILAR PROJECTS, I.E., HEIGHT, SOIL FILL TYPES, ERECTION TOLERANCES, ETC.; AND ... 2) HAS BEEN SUCCESSFULLY INSTALLED ON A MINIMUM OF I MILLION SQUARE FEET (9J,OOO M~2) OF RETAINING WALLS. B. CONTRACTOR SHALL SUBMIT A LIST OF FIVE (5) PREVIOUSLY CONSTRUCTED PROJECTS OF SIMILAR SIZE AND MAGNITUDE BY THE WALL INSTALLER WHERE THE SPECIFIC RETAINING WALL SYSTEM HAS BEEN CONSTRUCTED SUCCESSFULLY. CONTACT NAMES AND TELEPHONE NUMBERS SHALL BE LISTED FOR EACH PROJECT. C. CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE DESIGN ENGINEER HAS A MINIMUM OF FIVE YEARS OF DOCUMENTABLE EXPERIENCE IN THE DESIGN OF REINFORCED SOIL STRUCTURES. D. OWNER SHALL PROVIDE SOIL TESTING AND QUALITY ASSURANCE DURING EARTHWORK AND WALL CONSTRUCTION OPERATION. OWNER'S QUALITY ASSURANCE PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR WALL PERFORMANCE. 1. 05 DELIVERY, STORAGE AND HANDLING A. CONTRACTOR SHALL CHECK ALL MATERIALS UPON DELIVERY TO ASSURE THAT THE PROPER TYPE, GRADE, AND CERTIFICATION HAVE BEEN RECEIVED. B. CONTRACTOR SHALL PROTECT ALL MATERIALS FROM DAMAGE DUE TO JOBS/TE CONDITIONS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DAMAGED MATERIALS SHALL NOT BE INCORPORATED INTO THE WORK. PART 2: PRODUCTS 2.0 I MODULAR CONCRETE RETAINING WALL UNITS A. MODULAR CONCRETE UNITS SHALL BE VERDURA, AS INDICATED IN TABLE 2. B. MODULAR CONCRETE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-1J72 -STANDARD SPECIFICATIONS FDR SRW UNITS. C. MODULAR CONCRETE UNITS SHALL CONFORM TO THE FOLLOWING STRUCTURAL AND GEOMETRIC REQUIREMENTS MEASURED IN ACCORDANCE WITH SECTION 1. OJ AND OTHER APPROPRIATE REFERENCES: • COMPRESSIBLE STRENGTH = 4000 PSI (27,000 KPA) MINIMUM AT 28 DAYS; • MOISTURE ABSORPTION = 8% MAXIMUM FOR STANDARD WEIGHT AGGREGATES; • BATTER = AS INDICATED IN TABLE 2. • DIMENSIONAL TOLERANCES = ±1/8" (JMM) FROM NOMINAL UNIT DIMENSIONS (NOT INCLUDING EXPOSED AGGREGATE FACE TEXTURE), ±1/8" (J MM) UNIT HEIGHT -TOP AND BOTTOM PLANES. 2.02 GEOSYNTHETIC-CONCRETE BLOCK CONNECTORS A. CONNECTORS SHALL BE 1 INCH (2.5 CM) DIAMETER OR GREATER SCHEDULE 8D PIPE OR EQUIVALENT AND MUST BE CAPABLE OF PROVIDING POSITIVE MECHANICAL INTERLOCK BETWEEN GEOSYNTHETIC SOIL REINFORCEMENT MATERIAL (GEOTEXTILE OR GEOGRID) AND BLOCK. B. CONNECTORS SHALL BE CAPABLE OF HOLDING THE GEOSYNTHETIC SOIL REINFORCEMENT IN THE PROPER DESIGN POSITION DURING GEOSYNTHETIC PRE -TENSIONING AND BACKFILL/NG PROCEDURES 2.0J UNIT FILL A. UNIT FILL SHALL CONSIST OF SOILS USED FOR WALL BACKFILL OR AS SPECIFIED BY THE PROJECT LANDSCAPE ARCHITECT. 2.04 SOIL FILL A. SELECT ENGINEERED FILL FOR THE REINFORCED/INFILL SOIL AND RETAINED/BACKFILL SOIL. SOIL ZONES SHALL BE ON-SITE OR IMPORTED SOILS ACCEPTED BY THE GEOTECHNICAL ENGINEER OF RECORD AND HAVING THE SOIL STRENGTH PROPERTIES AS NOTED TABLE J WHEN COMPACTED TO 90% RELATIVE COMPACTION PER ASTM D-1557. B. ENGINEERED FILL MATERIALS FOR THE UPPER ONE (1) FOOT IMMEDIATELY BEHIND THE TOPMOST BLOCK AND ABOVE THE ZONE OF SELECTED SOIL MATERIALS AS SHOWN ON THE TYPICAL SECTION SHALL BE COMPROMISED OF MORE IMPERVIOUS ON-SITE SOILS. C. MATERIALS CAN BE SITE-EXCAVATED SOILS WHERE THE ABOVE REQUIREMENTS CAN BE MET. UNSUITABLE SOILS (HIGH PLASTIC CLAYS OR ORGANIC SOILS) SHALL NOT BE USED. D. SOIL WITHIN 6 INCHES OF A GEOGRID LAYER SHALL NOT CONTAIN PARTICLES LARGER THAN 6 INCHES. E. GEOTECHNICAL-ENG/NEER-OF-RECORD SHALL PERFORM LABORATORY TESTS ON THE SOIL MATERIAL PROPOSED FOR USE TO ENSURE COMPLIANCE WITH REQUIREMENTS STATED IN SECTION 2.04, ITEM A AS OUTLINED ABOVE PRIOR TO THE PLACEMENT OF THE MATERIALS FOR THE SELECT BACKFILL/REINFORCED SOIL ZONE. 2.05 GEOGR/D SOIL REINFORCEMENT A. GEOSYNTHETIC REINFORCEMENT SHALL BE OF THE TYPE SHOWN ON THESE DESIGN PLANS. THE CONTRACTOR, OR THE SUPPLIER AS HIS AGENT, SHALL FURNISH THE GEOTECHNICAL ENGINEER OF RECORD WITH A CERT/FICA TE OF COMPLIANCE CERTIFYING THAT THE GEOSYNTHETIC REINFORCEMENT COMPLIES WITH THIS SECTION OF THE SPECIFICATIONS, THE DRAWINGS AND THE DESIGN CALCULATIONS. 2. 06 DRAINAGE PIPE A. PROVIDE A PERFORATED AND SOLID PIPING SYSTEM CONSISTING OF 4-INCH-DIAMETER SCHEDULE 40 PVC PIPE AS SHOWN ON THESE PLANS. 2.07 FILTER FABRIC A. PROVIDE FILTER FABRIC CONSISTING OF MIRA.Fl 140N OR EQUIVALENT AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OF RECORD. PART J: EXECUTION J.01 SURFACE CONDITIONS A. PRIOR TO WORK, CAREFULLY INSPECT PREVIOUS GRADING WORK. VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. B. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS. C. VERIFY WALL DRAINAGE SYSTEM IS COORDINATED WITH POINTS OF CONNECTION TO STORM DRAINAGE SYSTEM OR OTHER PROPER DRAINAGE DEVICE. D. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROJECT COORDINATOR. DO NOT PROCEED WITH INSTALLATION UNTIL ALL SUCH DISCREPANCIES HAVE BEEN RESOLVED. J.02 LAYOUT A. VERIFY ALL STAKING AND FIELD ENGINEERING REQUIRED TO IMPLEMENT THE WORK AS SHOWN ON THE DRAWINGS. B. PROTECT ALL STAKES AND BENCHMARKS. REPLACE ALL STAKES AND BENCHMARKS DAMAGED DURING THE COURSE OF CONSTRUCTION AT NO COST TO OWNER. C. SET GRADE STAKES USING INSTRUMENT TECHNOLOGY, AT 50-FOOT GRID INTERVALS AT AREAS WHERE GRADIENTS ARE LESS THAN 2 PERCENT. SET GRADE STAKES USING INSTRUMENT TECHNOLOGY, 25-FOOT-INTERVALS AT AREAS WHERE GRADES ARE GREATER THAN 2 PERCENT. D. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER-EXCAVATION WITH FILL MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD. E. REMOVE LARGE STONES OR OTHER HARD MATTER WHICH WOUW DAMAGE PIPES OR IMPEDE CONSISTENT BACKFILLING OR COMPACTION. F. PROVIDE ALL EQUIPMENT OF SUCH TYPE, FUNCTION, AND DESIGN AS REQUIRED TO ACHIEVE SPECIFIC VALUES. WHERE NECESSARY, PROVIDE RUBBER-TIRED AND VIBRATORY SHEEPSFOOT COMPACTION EQUIPMENT. J.OJ SUBSURFACE DRAINAGE SYSTEM INSTALLATION 8 5 4 3 2 1 NO. A. EXCAVATE TRENCHES FOR DRAINAGE PIPING SHOWN ON DRAWINGS. B. LAY FILTER FABRIC IN BOTTOM OF EXCAVATION PRIOR TO PLACING PERMEABLE FILL. PLACE MINIMUM 4-INCH-THICK BED OF PERMEABLE FILL OVER FABRIC C. INSTALL AND JOIN PIPE AND PIPE FITTINGS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INSTALL DRAINAGE PIPING WITH PERFORATIONS DOWN. JOIN PIPE ENDS AND SOLVENT ENDS. D. LAY PIPE TO SLOPE GRADIENTS NOTED ON DRAWINGS, WITH MAXIMUM VARIATION FROM TRUE SLOPE OF 1/8 INCH IN 10 FEET. E. BACKFILL PIPE USING FILTER AGGREGATE. F. WRAP FILTER FABRIC AROUND AGGREGATE COVER AND TUCK LOOSE EDGE BETWEEN AGGREGATE COVER AND TUCK LOOSE EDGE BETWEEN AGGREGATE AND SOIL. G. INSTALL BACKFILL IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. DO NOT DISPLACE OR DAMAGE PIPE WHEN COMPACTING. H. EXTEND NON-PERFORATED PIPING TO DRAJNAGE PIPING AS SHOWN ON DRAWINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL AS REQUIRED. DAlE REVISIONS arf Of' IR\IINE DAlE No, 64108 XP. 12/31/1 ® J.04 EXCAVATION A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCT/ON DRAWINGS. OWNER'S REPRESENTATNE SHALL INSPECT THE EXCAVATION AND APPROVE PRIOR TO PLACEMENT OF LEVELING MATERIAL OR FILL SOILS. PROOF ROLL FOUNDATION AREA AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD TO DETERMINE IF REMEDIAL WORK IS REQUIRED. B. OVER-EXCAVATION AND REPLACEMENT OF UNSUITABLE FOUNDATION SOILS AND REPLACEMENT WITH APPROVED COMPACTED FILL WILL BE COMPENSATED AS AGREED UPON WITH THE OWNER. J.05 MODULAR UNIT INSTALLATION A. FIRST COURSE OF UNITS SHALL BE PLACED ON THE FOUNDATION SOILS OR LEVELING PAD, AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD, AT THE APPROPRIATE LINES AND GRADES. MOLDED SURFACE OF MODULAR UNITS SHALL BE USED FOR ALIGNMENT. ALIGNMENT AND LEVEL SHALL BE CHECKED IN ALL DIRECTIONS AND ENSURE THAT ALL UNITS ARE IN FULL CONTACT WITH THE BASE AND PROPERLY SEATED. B. UNITS SHALL BE PLACED ON THE FOUNDATION SOILS WITH A MAXIMUM DISTANCE OF 9 INCHES (2J CM) BETWEEN ADJACENT UNITS. THE SPACING BETWEEN UNITS INSTALLED IN CURVED REGIONS (CONCAVE OR CONVEX) MUST BE ADJUSTED ACCORDINGLY AND SUCH THAT THE RUNNING BOND LAYOUT IS MAINTAINED. VERTICALLY ADJACENT UNITS SHALL BE CENTERED ON UNITS ABOVE AND BELOW. ALL BLOCK LAYOUT AND PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. MODULAR UNITS MAY BE INSTALLED HORIZONTALLY WITH RESPECT TO THE PROFILE WALL ALIGNMENT OR MAY BE MADE TO FOLLOW THE BOTTOM OF WALL CONTOURS ("RUN WITH THE GRADE"). WHERE BOTTOM OF WALL CONTOURS ARE USED TO SET THE FIRST ROW OF MODULAR BLOCKS, GRADES MAY NOT SLOPE MORE THAN 15% WITH RESPECT TO THE WALL PROFILE BASE. D. PLACE AND COMPACT FILL BEHIND WALL UNITS. AFTER UNIT FILL IS COMPACTED EXCESS UNIT FILL MUST BE SCREEDED (ROD-BOARDED) OFF TO DEVELOP A FLAT BASE UPON WHICH SUBSEQUENT UNITS CAN BE POSITIONED. PLACE AND COMPACT BACKFILL SOIL BEHIND UNITS. FOLLOW WALL ERECTION AND UNIT FILL CLOSELY WITH STRUCTURE BACKFILL. E. MAXIMUM STACKED VERTICAL HEIGHT OF WALL UNITS PRIOR TO UNIT FILL AND BACKFILL PLACEMENT AND COMPACTION SHALL NOT EXCEED ONE COURSE. J.06 GEOSYNTHETIC SOIL REINFORCEMENT INSTALLATION A. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT B. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE PLACED AT THE STRENGTHS, LENGTHS, AND ELEVATIONS SHOWN ON THESE DRAWINGS. WHERE GEOSYNTHETIC PLACEMENT ELEVATIONS VARY FROM FACING UNIT INCREMENTS, GEOSYNTHETIC ELEVATIONS MAY BE ADJUSTED UP OR DOWN BY 4 INCHES MAXIMUM. C. THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND ATTACHED TO THE MODULAR WALL UNITS IN ACCORDANCE WITH THE DETAILS OF THESE PLANS AND SPECIFICATIONS. A TOLERANCE FROM FACE TO TAIL OF REINFORCEMENT OF 6" IN 10' IS ACCEPTABLE RELATIVE TO HORIZONTAL GEOSYNTHETIC ORIENTATION. PLACE THE NEXT COURSE OF MODULAR CONCRETE UNITS OVER THE GEOSYNTHETIC SOIL REINFORCEMENT. THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE LAID FLAT PRIOR TO BACKFILL PLACEMENT ON THE GEOSYNTHETIC SOIL REINFORCEMENT. D. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT THE LENGTH OF EMBEDMENT. SPLICED CONNECTIONS BETWEEN SHORTER PIECES OF GEOSYNTHETIC SOIL REINFORCEMENT WILL NOT BE PERMITTED. J.07 REJNFORCED BACKFILL PlXEMENT A. REINFORCED 86.CKFILL SHALL BE PLACED, SPREAD AND COMPACT'ED IN SUCH A MANNER THAT MINIMIZES THE DEVELOPMENT OF SLACK IN THE GEOSYNTHETIC SOIL REINFORCfMENT AND INSTALLATION DAMAGE. a REINFORCED SOIL 86.CKFILL SWILL BE PLACED AND COMPACT'ED IN LIFTS NOT TO EXCEED THE "RAIL HEIGHT" OF THE UNITS BEING PLACED. LIFT THICKNESSES SWILL BE DECREASED TO ACHIEVE THE REQUIRED DENSffY AS REQUIRED. C. REINFORCED 86.CKFILL SHALL BE COMPACT'ED TO 90% RELATIVE COMPAGnON AS DETERMINED BY ASTM D-1557. THE MOISTURE CONrENT OF THE BACKFILL IMTcR/AL PRIOR TO AND DURING COMPAcnON SWILL BE UNIFORMLY Dl5TRIBU1ED THROUGHOUT EACH LAYER. D. ONLY LIGHTWEIGHT HAND-OPERATED EQUIPMENT SWILL BE ALL(N,£[) WITHIN 1 FOOT (O.J METERS) FROM THE 86.CK OF THE MODULAR CONCREIE UNIT. E. TRACKED CONSrRUGnON EQUIPMENT SWILL NOT BE OPERATED DIRECTLY UPON THE GEOSYNTHEnC SOIL REINFORCEMENr. A MINIMUM FILL THICKNESS OF 6 INCHES ( 15 CM) IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHEnC SOIL REINFORCEMENT. TRACKED VEHICLE TURNING SHOULD BE KEPr TO A MINIMUM TO PREVENr TRACKS FORM DISPLACING THE FILL AND DAMAGING THE GEOSYNTHETIC SOIL REINFORCEMENT. F. RUBBER TIRED EQUIPMENT SWILL PASS OVER GEOSYNTHETIC SOIL REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH (16 KPH). SUDDEN BRAKING AND SHARP TURNING SWILL BE AVOIDED. G. AT THE END OF EACH D'\rs OPERATION, THE CONTRAcrOR SWILL SLOPE THE LAST LIFT OF REINFORCED 86.CKFILL AWAY FROM THE WALL UNITS TO DIRECT RUNOFF AWAY FROM THE WALL FACE. THE CONTRACTOR SWILL NOT ALLOW SURFACE RUN-OFF FROM ADJACENT AREAS TO ENTER THE WALL CONSTRUC710N S/7E H. CARE SHOULD BE TAKEN DURING EXCAVATION FOR AND CONSTRUcnON OF THE V-DITCH AND ALL OTHER 1YPE OF WALL STRUCTURE NOT TO D'\IMGE THE UPPER GEOGR/D LAYER. IF THE GEOGR!D LAYERS ARE D'\MAGED, THEY NEED TO BE PROPERLY REPfJ'CED. J.08 EROSION CONTROL A. PROVIDE DUST AND EROSION CONTROL PROTEGnON PLAN IN ACCORfWiCE WITH CONTACT DOCIJMENTS. J.9 AS-BUILT CONSTRUC710N TOLERANCES A. VER11CAL ALIGNMENT: ±1.5 INCHES (J7 MM) OVER ANY 10 FT (J M) DISTANCE. a WALL 86.TTER: WITHIN 2 DEGREES OF DESIGN 86.TTER. C. HORIZONTAL ALIGNMENT: ±1.5 INCHES (J7 MM) OVER ANY 10 FT (J M) DISTANCE. D. CORNERS, BENDS, CURVES: ±1 FT (O.J M) TO DESIGN LOCA110NS. £. IMXIMUM HORIZONTAL GAP BETWEEN ERECT'ED UNITS SHALL BE 9 INCHES (2J CM). J.10 FIELD QUAUTY CONTROL A. THE OWNER SWILL ENGAGE /NSPEGnON AND TES11NG SERVICES, INCLUDING INDEPENDENT LABORATORIES, TO PROVIDE QUAUTY ASSURANCE AND TES11NG SERVICES DURING CONS1RucnON. THIS DOES NOT REJ.JEVE THE CONTRACTOR FROM SECURING THE NECESSARY CONSrRUGnON CONrROL TES11NG DURING CONSTRUcnON. a QUAUFIED AND EXPERIENCED TECHNICIANS AND ENGINEERS SWILL PERFORM TES11NG AND /NSPEGnON SERVICES. C. AS A MINIMUM, QUAUTY ASSURANCE TES11NG SHOULD INCLUDE FOUND'\1/0N SOIL /NSPEGnON, SOIL AND 86.CKFILL TES11NG, VERIFICATION OF DESIGN PARIWETERS, AND OBSERVATION OF CONSTRUCT/ON FOR GENERAL COMPUANCE WITH DESIGN DRAWINGS AND SPECIFICA110NS. D. FIELD INSPECTION AND TES11NG SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD. J. 11 SPECIAL /NSPEGnONS A. SPECIAL INSPECTIONS DURING INSTALLATION MUST BE PERFORMED IN ACCORfWiCE WITH SECTION 1704 OF THE 2010 CBC. THE SPECIAL INSPECTOR MUST BE QUAUFIED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH SEcnON 1704 OF THE CBC. THE INSPECTOR'S RESPONSIBILITIES INCLUDE VERIF'YTNG THE FOLLOWING AS DESCRIBED PRruOUSLY: 1. FOUND'\1/0N PREPARA110N. 2 UNIT PLACfMENT, INCLUDING ALIGNMENT AND /NCUNA110N. J. GEOSYNTHEnC REINFORCEMENT LENGTH, STRENGTH, AND PLACEMENT WITH RESPECT TO ELEVATION AND ORIENTATION. 4. 86.CKFILL SOIL STRUCTURAL PROPER/IES 5. 86.CKFILL PLACEMENT AND COMPAcnON 1.5' . ' . NOTE: CABLE RAILING PER CIVIL PLANS 2.5' J' SWALE PER CIVIL PLANS UPPER MOST GEOGRID LAYER RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED TOP OF WALL DETAIL N.T.S. 1.7 1" U> 5 7J "' END OF WALL TRANSITION DETAIL GEOSYNTHETIC REINFORCEMENT SHEET NOTE: N.T.S. 1• DIAMETER SCHEDULE 80 PVC (CONTINUOUS) 1FT MIN. GEOSYNTHETIC REINFORCEMENT OVERLAP 1FT. MIN OVERLAP GEOSYNTHETIC REINFORCEMENT OVERLAP SHALL BE ON TOP. GEOSYNTHETIC REINFORCEMENT ABUTS ADJACENT SECTION 1FT. MIN OVERLAP ,,--- ,r I I f- ' g MAXIMUM SPACING ' ' I t - I ~ ~ ' l~~I ~ t - I ~ - VERDURA 40 BLOCK DETAIL N.T.S. FRONT OF WALL DETAIL N.T.S. GEOSYNTHETIC REINFORCEMENT SHEETS --I t (/) z 0 in > I.I a:: D II> • I') N .-!i! ~ I z . I 0 0 ! -z I--z W (I) IS I-z iii w C, cS a: -1· ..J (I) -w TABIE 1 -REFERENCED DOCUMENTATION: TABIE 4 -GEOSYNTHETIC REINFORCEMENT PROPERTIES A FACE OF WALL GOEGRID OVERLAP 1 FT MIN. BEHIND BACK OF BLOCK 0 l:i (I) CI 1. PRELIMINARY RECOMMENDATIONS FOR DESIGN OF PROPOSED VERDURA MODULAR BLOCK RETAINING WALLS AT THE PROPOSED SUNSET RIDGE PARK, NEWPORT BEACH, CALIFORNIA, PREPARED BY LEIGHTON CONSULTING, INC., DATED JANUARY JO, 201 J. 2. GRADING PLAN AND WALL PROFILE, PROVIDED BY URBAN RESOURCE CORP., DA TED FEBRUARY 6, 201 J. J. VERDURA 40 SEGMENTAL RETAINING WALL DESIGN, SUNSET RIDGE PARK, NEWPORT BEACH, CA, PREPARED BY SOIL RETENTION DESIGNS, INC., DATED FEBRUARY 15, 201J. TABIE 2 -VERDURA BIDCK PROPERTIES UNIT TYPE, VERDURA V4D UNIT SIZE. Rl'JL HEIGHT. IN. (MM) 8(20J) UNIT SIZE. CROWN HEIGHT. IN. (MM) 10.75(27J) UNIT SIZE, WIDTH, IN. (MM) 18(457) UNIT SIZE, DEPTH, IN. (MM) 12(J05) WEIGHT, ~. LBS. (KG) 82(J7) 86.TTER = (DEGREES FROM VER11CAL) 14 TABIE 3 -SOIL STRENGTH REQUIREMENI'S SHEAR STRENGTH MATERIAL FRICTION ANGLE COHESION (psf) REINFORCED/INFILL SOIL• J2 0 RETAINED/B'CKFILL SOIL 25 0 FDUND'\1/0N SOIL 25 200 SEISMIC/TY .J9g • REINFORCED/INFILL SOIL SWILL H-\VE IMXIMUM FINE SOIL FRACTION (% PASSING #200 SIEVE) OF J5%. THE IMXIMUM PLASTICITY INDEX (Pl) OF THE FINE SOIL FRACTION SWILL BE 20. PREPMEDB~ G£01£CHNICAI.. FIRM: PREPMED FOR: GIE'OC.OGISn TENSILE STRENGfH (AT ULTIMATE) LONG TERM ALLOWABLE DESIGN LOAD UNIT WEIGHT (pct) 125 125 125 MIRAGRID TEST 5XT MITHOD UNIT ASTM kN/m 51.4 D66J7 (lbs/ft) (J527) GR/ kN/m 25.2 GC-4 (lbs/ft) (17JJ) BENCHMARK: BASIS OF BEARINOS: PROJECT ACRE'AGE 1 " DIA. SCHEDULE 80 PVC CONNECTION PIPE CONTINUOUS ALONG FACE GEOGRID CONNECTION DETAIL N.T.S. J" OF GRANULAR FILL REQUIRED BETWEEN OVERLAPPING GEOSYNTHETIC REINFORCEMENT FOR PROPER ANCHORAGE VERTICALLY AL TERNA TE GEOSYNTHETIC REINFORCEMENT PLACEMENT TO AVIOID CONTINUOUS UNREINFORCED SECTIONS NOTE: NOTE: PIPES ABUT ONE ANOTHER AT THE TRANSITION FROM ONE PIPE SEGMENT TO THE NEXT PIPE SEGMENT. CHECK WITH MANUFACTURER'S SPECIFICATIONS FOR THE CORRECT ORIENTATION OF THE GEOSYNTHETIC REINFORCEMENT TO OBTAIN PROPER STRENGTH. FACE OF VERDURA WALL GEOGRID ON CURVES DETAIL N.T.S. __J __J <.( s __J <.( I-z w 2 C) w l/) <.( 0:::: => 0 0:::: w > VERDURA WALL PROFILE SUNSET RIDGE PARK 181 RETAIIING WALL PERIIT IMU. PIMCHCI( , IMU. PEIIIT I CITY OF NEWPORT BEACH SHEET 1 OF (/) _J -<( :r: I-w u 0 <( w 0 m 0::: <( 0 I-z 0::: <( 0 I-0.... (/) S'. I ~ w z (/) w I-LL 0 0 z _J <( >- 0::: I--w z u w (.!) 8 ~ ~ d z 3 ~ ... PLAN: VERDURA SEGMENTAL WALL PROFILE: VERDURA SEGMENTAL WALL "B"PROFILE: VERDURA SEGMENTAL WALL "C" PROFILE: VERDURA SEGMENTAL WALL "A" 1+000+00 2+00 3+00 4+00 5+00 6+00 40 50 60 40 50 60 40 50 40 50 40 50 40 50 0+00 1+00 0+00 1+00 SCALE: 60'20'0 20'40' 1" = 20' GEOGRID EXTENTGEOGRID EXTENT VERDURA SEGMENTAL WALL VERDURA SEGMENTAL WALL SUBDRAIN OUTLET (TYP.) !O., P,'!) PROFILE SCALE HORIZONTAL: 1" 20' VERTICAL: 1 " = 4' PROFILE LEGEND -FG -TW -BW -#XT- -(/) -L -$ FINISH GRADE TOP OF WALL BOTTOM OF WALL DENOTES TYPE OF MIRAGRID REINFORCING REQ'D DENOTES THE NUMBER OF BLOCKS BETWEEN THE GEOGRID LAYERS LENGTH OF GEOGRID REINFORCING (FEET) APPROXIMATE LOCATION OF SUBDRAIN OUTLET. ACTUAL LOCATION TO BE DETERMINED IN THE FIELD OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. GEOGRID NOTES: 1. GEOGRID LENGTH MEASURED FROM BLOCK CONNECTION. PLAN LEGEND -GEOGRID LOCATION ------------ • 6 5 4 3 2 1 NO. DATE REVISIONS A 5X PROFILE SCALE HORIZONTAL: 1" VERTICAL: 1" 20' 4' H..::..,,,,= ;:6-' =5 • (AU tA ERS) WA ---- CITY OF IRVINE ENGINEER'S SEAL APP. DATE "'"" ~ "' 1<0fESS10 " ~. Os9. ~ No. 64108 EXP. 12/31/1 c, \\.. ·;. 0 "' tri "' -_l() .; PREPARED BY: . OS ORNE RCE 64108 PREPARED FOR: T0P-E Vli!RD WALi; -• --'J Ill-; _,. oO 0 0 . "' "' cl l'!).2: 0 0 "" JO., ··r,,;:;: 6 ·r<; r-i t,J " "' "' "' "' ... ..., ... PROFILE SCALE [7--------- 1 I HORIZONTAL: 1 " VERTICAL: 1 " GEOTECHNICAL FIRM: 02/15/2013 EXP. 12 31 14 GEOLOGIST: 20' 4' -,0: ::l "' • ., :·=~ 3:' i "' 0 i1:l -~"'f !--------' --------------------' GRID fHEB Z©N _,. g "' -•·r,;;;: 0 "' -,,; "' ... ---------,.----------, ------- ------- BENCHMARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: PROJECT ACREAGE ~--------- u VERD URA SUNSET m -5 WALL PROFILE RIDGE PARK 5X - '----+. .• .. ~ lO e ,. .. ,. -·a, ,;;~-t ~ .Oj"''~ :~.!'.S> ~ . -~.- c:::i!t. "' "' "" le! I"' <( "' □-N __J __J <( s __J <( 1--z w 2 C) w l/) <( 0:::: => 0 0:::: w > 181 RETAINING WALL PERMIT WALL PLANCHECK # WALL PERMIT # CITY OF NEWPORT BEACH SHEET 2 OF le!;-<( "' □-N --, CJ ,;.: m 0 "" z '-' iii "" 0 u 0 z <( -0 "' N 0 0 ,;.: III 0 "" "" u "" :,: CJ ::r:: u <( w (I] 1-- 0:::: 0 (/) z 0 (/) > w 0::: ~ <( 0 Q_ _ms -w --z -<( __J __J <( s 3 LL 0 >-1-- u "' 0 0 I "' 0 "' 0 ci z [D 0 --, CROSS SECTION: 12' MAX. HEIGHT DESIGN CROSS SECTION: 4.67' MAX. HEIGHT DESIGN CROSS SECTION: 10' MAX. HEIGHT DESIGN GEOGRID FREE ZONE SWALE PER CIVIL PLANS (TOP LA YER OF GEOGRID NO CLOSER THAN 3 BLOCKS AND NO FURTHER THAN 5 FROM WALL CREST) MIRAFI 5XT CABLE RA/UNG PER CIVIL PLANS VERDURA 40 TYPICAL NOTE: RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED. REINFORCED SOIL-~ r= 125 pcf -----*----'--=----'--=---=----=-----M EXPOSED Hf:IGHT ~or,·•L H~IGHT cs:-;:; i;.-M_I_RA_F:_1_5_XT_L_=_9_' -W,I _lH,.,=9 " H==10' . SOIL MIRAFI 5XT L=9' RETAINED SOIL ~~~~~~g B~FG~~~c...=:==~----L r=125 pcf ', B <1>=25' C=O psf 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (¾ • CRUSHED) AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4• DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHNICAL ENGINEER. FOUNDATION SOIL r=125 pct <1>=25' C=200 pst H .. =1' MIN. CONNECT TO AREA DRAIN PER CIVIL PLAN OR OUTLET AT FG tfGEND -Kr-GEOSYNTHETIC REINFORCMENT Hm OVERALL WALL HEIGHT H.,.. EXPOSED WALL HEIGHT Haa WALL EMBEDMENT FG FINISHED GRADE TW TOP OF WALL BW BOTTOM OF WALL SCALE: 1 "=5' GEOGRID FREE ZONE -~ (TOP LAYER OF GEOGRID NO CLOSER THAN 3 BLOCKS AND NO FURTHER THAN 5 SWALE PER CIVIL PLANS FROM WALL CREST) MIRAFI 5XT L= ' REINFORCED SOIL--MIRAFI 5XT L= 1 1' r=125 pct ',s:-,-..:::::.:..::...:.....::::.:.....::......:..:...._j CABLE RAILING PER CIVIL PLANS VERDURA 40 TYPICAL NOTE: RAILING / F:ENCE CONTRACWR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS m BE DRILL EXCAVATED. </>=32" ~ ~ ~L\\!r_M_I_RA_Fl_5_XT_L_=_1_1 •--'!1;111 MIRAFI SXT L= 1 1' RET,-'INED MIRAFI SXT L= 11' M SOIL EXPOSED HEIGHT H,,..= 1 1, TOTAL HEIGHT Hm=12' r=125 pcf 4>=25' C=O psf 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (¾" CRUSHED) AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHNICAL ENGINEER. FOUNDATION SOIL r=125 pct 4>=25' C=200 psf SCALE: 1 "=5' H..,=1' MIN. CONNECT TO AREA DRAIN PER CIVIL PLAN OR OUTLET AT FG ---Kr- Hm H.,.. He., FG TW BW LFGEND GEOSYNTHETIC REINFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEDMENT FINISHED GRADE TOP OF WALL BOTTOM OF WALL tt==~==~=====~~=============================================================i=C=l=TY==O]F=l=RVl=N=E=J ENGINEER'S SEAL 0Hss10 ,i. ~-Os PREPARED BY: 6 5 4 3 2 1 NO. DATE REVISIONS APP. DATE "' .,. "' "" ~ No. 64108 EXP. 12/31/1 \, . OS ORNE \ '\ \ - GEOTECHNICAL FIRM: 02/15/2013 RCE 64108 EXP. 12 31 14 GEOLOGIST: MINIMUM r-EMBEDMENT OF WALL TRE NCH EXCAVATE BELOW BW ELEVATION FOR BOTTOM DEPICTED IN THE PROFILE BLOCK (IF NECESSARY) FINISHED GRADE ' / ...., ' , , , ' ~ -' , ·II~ 1-11-11 --':111=3)- i...---• I I I I -~ L-11 1 I j ~~~~ ' " 7 rr:~1I i 111~ , ,_ T1_1 11-~~ • ---"-=11 1=1 1 I--:I11--'-n 1~-~ J7 ' I 11= I=! 1==iI =I ' 11 111:-1 :-111-111-111 V' -aw FOUNDATION SOILS -II~' I ,y >=:::I' C!..lr I 1-,-,!_I l..1-----,---~ , i's:: V ~ l\ntbv V BW \ BOTTOM OF WALL TO MEET OR EXCEED BOTTOM OF WALL ELEVATION IN PROFILE AS DEPICTED. STEPPED BOTTOM OF WALL DETAIL N.T.S. 4 • DIA. SOLID PVC OUTLET PIPE SUBDRAIN PENETRATION DETAIL REINFORCED SOIL r=125 pcf 4>=32" C=O psf RETAINED SOIL-.:.... r=125 pcf 4>=25' C=O psf 4" PER FORA TED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (¾" CRUSHED) AND WRAPPED W / GEOTEXTILE DRAINAGE FABRIC. 4" DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHNICAL ENGINEER. BENCHMARK: BASIS OF BEARINGS: N.T.S. GEOGRID FREE ZONE (TOP LAYER OF GEOGRID NO CLOSER THAN 3 BLOCKS AND NO FURTHER THAN 5 TW FROM WALL CREST) FOUNDATION SOIL r=125 pcf 4>=25' C=200 psf SCALE: 1 "=5' EXPOSED HEIGHT H.,,.=3. 67, TOTAL HEIG1;fT Hm=4.67 H ... =1' MIN. CONNECT TO AREA DRAIN PER CIVIL PLAN OR OUTLET AT FG LFGFND -Kr-GEOSYNTHETIC REINFORCMENT H,., OVERALL WALL HEIGHT H.., EXPOSED WALL HEIGHT H.. WALL EMBEDMENT FG FINISHED GRADE TW TOP OF WALL BW BOTTOM OF WALL LEGAL DESCRIPTION: PROJECT ACREAGE ' y --.;:- ' I -; CITY VERDURA WALL PROFILE SUNSET RIDGE PARK OF NEWPORT BEACH ;.: "' _J _J <.( s _J <.( I-z w 2 C) w U) <.( 0::: => 0 0::: w > le!;-<( "' o- "' ;.: "' 8 i'5 fa 0 • z 0 0 z -I--z U) w I-z w C, a: - ..J U) -w 0 C en U) z 0 I-u w U) U) U) 0 0::: u z C) U) w 0 181 RETAINING WALL PERMIT WALL PLANCHECK # WALL PERMIT # SHEET 3 OF 3 (/) z 0 (/) > w 0::: ~ <( 0 le! I"' <( "' o- "' 0 0 ;.: "' 8 "" ti I u "' a, a, ,-. I "" .. .., I 0 0 "' "' 0 0 N a, <( u ci a!i Ul __J "' <( u ~ L,J "' In L,J '.: In -0 "' N ::r:: u <( w co I- 0:::: 0 Q_ s w z LL 0 >--I--u gJ 0 I "" 0 gJ d z [Il 0 -, RECORD SET 995'-4" 10 7 ' - 0 " 216'-1 0 " 39 4 ' - 6 " 4850 The City Of Newport Beach West Coast Hwy Sunset Ridge Park Pl a n C o n t r o l Date Contract Number City Dwg Number Project Manager Principal Revisions By Consultant Newport Beach, CA APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Ma y 2 4 t h , 2 0 1 3 2n d C i t y S u b m i t t a l RV C-3449 JB P-5225-S City Review Set SH/DS 02.21.13 RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0449 RON YEO C3567 RENEWAL 6/30/15 L IC E N S E D A RCH I T E C T• STATEOFCALIF O R N I A • plan check RY/MG 05.12.111 plan check RY/MG 05.24.132 plan check RY/MG 07.19.133 3 Oct 18, 2010 9:50/,M i ----=-------- ~•~:cc ,._,·" - r \ ' --" ,), ("__ -' J:\E07 500\E0? 511 Sunset n.idge rark\C/\0\Sh --- ' ---s r i _J !_ __ J I ,I _, __--- _,.,,,. ,,... -::;-. .- eets\CDWchitectu 1/1 re 0J\rchitectural Site rlan.dwg Ll:_- -,=:------ ----- --.ec -.:::,_ J" 7 I i ~ ' I I I I L J -- ---------'--'= 'n' I I I I I I I I I i I I I I I I L ,_, II II 'I I I I I I 1,--"-._1 l, I i 7§\ ;_}j J I I _______ ", ____ _ _____ -:i:--- " /I ( ' \ \._ , ___ - --------- l ' _I \/ ___ \ ,' _\:;-. ___ !.. ------" ' ----- --------- ----------- I I ,-- L__ ,,,,,_-----=-- ---------- ----- ------ ~ r ----- 0 10 20 I ' I ' ( ' ' ' 60 ( ' .::t;i __ _,_,, --->;~1__ -,,,_-__ ,, __ ----,,:_ ---.-,_•, I. ( I ' \ -" -;~---- \ \I -.. _ _,' \ I \ " •" l ' ' ' -" " ( ! ' ' ' ' ' ' ! C; ' rG ' .,_, /.,/' I -1W ,. _, ' ' ' ' ' ' ' ' ' I / _,,..,,,- --.- ,, ' ' I ' ' ' ' ·-- ' ' I ' ' ' ' ,_ j ' ' ' ' ' ' ,- ' ·'fi;• '.;1J ' ' ' ,_, 'I ,/./l1l ' ' ' '' " ·,;~_-// I -' ' ' i ;y·-- 1:,-,,----\ __ : -----________ -\_, ___ --------- ---------- VicinityMap 120 Feet W. 19THST. PROJECT SITE YICTORIAST CITY OF COSTA MESA PACIFCOCEAN 8 -- ~----,,,---/-· I I I I I I l _/ -' I CITY OF IRVINE z CJ Cf) w 0 1-- D.. w I I I CJ) C ·-c C 0 -a. - C CJ) ·-Ill GI "'0 C 0 .j2 .. ::, - GI .. ::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I Ill "'0 C 0 - f- N CX) "' f- 0 Architectural Site Plan A-0 lheooorawngsare,risl m nll D:pyl1ghts. Slntutoly::;,d enl!i olOO\IICe L~IDLSIG\I shal ret~, drawings Md ,k-~=·, OJITm.Jl1 □VI r~h':wtt '"'~=gm con'"---" ~ rcgar::Hnthoso µmtoo ar;I digo,~ 1 "'11 "" 11ereh inall ror ""'" = 1sse dra;;irig,, mals. indud ng .. u,, nar asslgoo:: 10 a :hlr:j are rot to ;,e altered ,n µ~rn,ss,m ,mu w I rary v.11hCJIJI ti's! ob:alr ng •~ r18"'11 rom EPTDESIGN wrnen 7 _J These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Pl a n C o n t r o l Scale: 1/4" = 1'-0"FOUNDATION PLAN RESTROOM FLOOR PLAN Scale: 1/4" = 1'-0" The City Of Newport Beach Sunset Ridge Park Pl a n C o n t r o l Date Contract Number City Dwg Number Project Manager Principal Revisions By Consultant Newport Beach, CA APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Oc t . 3 0 t h , 2 0 1 3 3r d C i t y S u b m i t t a l RV C-3449 JB P-5225-S City Review Set SH/DS 02.21.13 RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0449 RON YEO C3567 RENEWAL 6/30/15 L IC E N S E D A RCH I T E C T• STATEOFCALIF O R N I A • plan check RY/MG 05.12.111 plan check RY/MG 05.24.132 3 plan check RY/MG 07.19.13 3 1'-0"1'-0"1'-0"1'-0" 34'-1" 44 ' - 0 " 8' - 0 " 44 ' - 0 " 3' - 6 " 55 ' - 6 " 12 ' - 8 " 6' - 8 " 4' - 0 " 3' - 4 " 5' - 4 " 12 ' - 0 " 7'-8"6'-10"3'-3 1/2" 6'- 7 1 / 2 " 4'- 0 " 4'- 0 " 4'- 0 " 7'- 9 1 / 2 " 3'- 6 1 / 2 " 3'- 7 " 3'- 7 " 10 ' - 5 " 4'-1" 34'-1" 11'-4"11'-3"11'-6 1/2" 1' - 1 0 " 4' - 2 " 6' - 0 " 8' - 8 " 2'- 5 " 5'- 4 1 / 2 " 12 ' - 0 " 6'- 7 1 / 2 " 6'- 1 1 " 3'- 9 1 / 2 " 6' - 0 " 11'-6" 6'-0" 4'-6" 5'-4"4'-0"1'-4" 4'-0"7'-4" 2'-8"6'-8" 5'-4" 7'-4"4'-0" 2'-8" ci r c u l a r arc ris e 1'-4"6'-0"4"5'-6"4"2'-3 1/2" 5'-0"1'-4 1/2" 6'-10 1/2" 4'-0" 7'-0" 3'-0" 8" 6'-8"4'-8" 34'-1" 44 ' - 0 " 8' - 0 " 44 ' - 0 " 3' - 6 " 55 ' - 6 " 12 ' - 8 " 6' - 8 " 4' - 0 " 3' - 4 " 5' - 4 " 12 ' - 0 " 7'-8"6'-10"3'-3 1/2" 6'- 7 1 / 2 " 4'- 0 " 4'- 0 " 4'- 0 " 7'- 9 1 / 2 " 3'- 6 1 / 2 " 3'- 7 " 3'- 7 " 10 ' - 5 " 4'-1" 34'-1" 11'-4"11'-3"11'-6 1/2" 1' - 1 0 " 4' - 2 " 6' - 0 " 8' - 8 " 2'- 5 " 5'- 4 1 / 2 " 12 ' - 0 " 6'- 7 1 / 2 " 6'- 1 1 " 3'- 9 1 / 2 " 6' - 0 " 11'-6" 6'-0" 4'-6" 5'-4"4'-0"1'-4" 4'-0"7'-4" 2'-8"6'-8" 5'-4" 7'-4"4'-0" 2'-8" ci r c u l a r arc ris e 1'-4"6'-0"4"5'-6"4"2'-3 1/2" 5'-0"1'-4 1/2" 6'-10 1/2" 4'-0" 7'-0" 3'-0" 8" 6'-8"4'-8" +0. 0 1 f s +0. 0 0 f s +0. 0 0 f s +0. 0 0 f s 1/ 4 " / f t . s l o p e ty p +0.21 fs +0.26 fs +0.26 fs +0. 0 0 +0. 0 0 +0.00 fs +0.13 fs +0. 2 1 f s +0.14 fs -.12 f s -.12 fs -.3 1 t o d +0.21 fs +0. 0 1 f s +0.01 fs -.31 tod -.12 f s 1/4"/ft. slopetyp +0.26 fs +0. 2 6 f s -.03 t o d 1/4"/ft. sl o p e typ +0. 1 3 f s +0 . 2 1 3 +0.213 -.30 tod -.12 fs+0.01 fs -.12 f s -.12 fs -.30 tod MEN RM. #102 sloped clg. STORAGE RM. #105 sloped clg. EL E C T . STORAGE RM. #103 sloped clg. WOMEN RM. #100 sloped clg. PLUMBING CHASE RM. #101 clg. 7'-0" min. northtrue north wall radius = 138'-0" td fd td td td 1 A-7 1 A-7 2 A-7 2 A-7 #6 vertical bar ea. face w/ #3 ties at 8" oc, typical at each roof rafter embed location 3 A-7 slab on grade, typ concrete wall, typ trench drain, typ 1 A-7sim, typ 4 A-7 5 A-7 5 A-7 5 A-7 sim 5 A-7sim 7 A-7 7 A-7 6 A-7 6 A-7 9 A-7 10 A-710 A-7 9 A-7 14 A-7typ 14 A-7 15 A-7 16 A-716 A-7 PARK MAINTENANCE RM. #104 clg. 7'-0" min. 21 A-4 24 A-4 17 A-4 15 A-4 D-1 D-2 D-3 D-4 N A R1 R2 B C F H K P RG G JR3 R4 R5 A A A A GJ R3 G 2 A-5 2 A-5 D A B C 11 A-4 Women's interior elevation key C B D A 5 A-4 Men's interior elevation key P B C R5 R4 D E E F F R1 H R typ. typ. R2R2typ.12 A-7 12 A-7 16 A-7 16 A-7 14 A-7 15 A-7 14 A-7 FORMED CONCRETE WALL 8" CMU WALL DOOR CALL-OUT SECTION CUT D10 HANDICAPPED NOTES RESTROOM ACCESSORY INERIOR ELEV. KEY SEE SHEET A-5 FOR NOTES SCHEDULES AND INFORMATION NOT SHOWN HERE A R1 15 A-4 C B D A 5 A-4 northtrue north 13 A-5 RESTROOM FOUNDATION PLAN NOTES 1. Refer to construction notes and typical details, Sheet A-6. 2. TYPICAL SLAB ON GRADE: 4" thick concrete slab w/ #3 bars at 18" oc each way at slab centerline over 2" sand over 6 mil visqueen over 2" sand over properly compacted sub-grade. Slope finish floor a minimum of 1/4" per foot, typical, to drain (per drawing). Provide a medium broom finish where slab is to remain exposed. cmu wall, typ FLOOR PLAN A-1 restroom doors will remain open during the hours of operation restroom doors will remain open during the hours of operation d.s. 1 3. All elevations indicated are relative to +0.00' = (Depress slab as required at ceramic tile areas to account for combined thickness of tile and mortar bed. Coordinate thickness of tile and mortar bed to determine top of slab elevations.) 4. All anchor bolts shall be hot dipped galvanized 5/8" Ø, with Simpson BPS washer, (1/4” x 3” square plate washer with optional 1 3/4" diagonal slot) & cut washer above plate washer, 7” minimum embedment into concrete, 5" minimum embedment into masonry, uno. 5. Refer to foundation details for footing dowels and wall reinforcing bar size/spacing. 6. Soil engineer shall review and approve Foundation & Grading Plans. 19 A-5 20 A-5COORDINATE WITH ELECTRICAL SUB TO MAKE SURE THAT ALL UNDERGROUND WORK IS INSTALLED PRIOR TO POURING THE FOUNDATION RECORD SET r ! ! L ' ' ! ! ! / ' ' ! ! ' ' ! ! 19 f I I ' ' ! ! i I I I I ' I I I I I .. i I I . , I I I I I I I ! ,, ,.: I 8 8 ' ' I I ' .,,l',--;-. I ' ·, ~, '0/ ,' ,' , I I 'I I 1iZ:?J I I I I I " I I I • liAGc l ! ' r/ 1/ I I I / -------vk- ! ! I I Ir---, I (. "f--J I / .... .J ' I J I I I I ' ' ' ! ! 1 / 1/ Ii ' I/ I! ,'/. I/ ' 1/ 1/ -------1.L I/ ti ' '/ I! 1/ ' I! ··,t 1/ I/ / ~~ • r l PA,!< \ IA 'Jl"T;rJAl·l~:E.\ ! l .. ' ! ! ' ,. 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E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . Plan Control sc r a t c h pa p e r Sc a l e : 1 / 4 " = 1 ' - 0 " RE S T R O O M F R A M I N G P L A N RE S T R O O M R O O F P L A N Sc a l e : 1 / 4 " = 1 ' - 0 " de t a i l Plan Control Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal pl a n c h e c k RY / M G 06 . 1 . 1 5 3 ha t c h / f i l l mil l w o r k do o r s wa l l dim e n s i o n P2 10 ' (8 ) 5 / 8 " Ø a b P13' (2) 5/8" Ø abP14' (2) 5/8" Ø abP14' (2) 5/8" Ø abP14' (2) 5/8" Ø ab P110' (4) 5/8" Ø ab P1 4' (2) 5/8" Ø a b P1 8' (3) 5/8" Ø a b P1 4' (2) 5/8" Ø a b P2 9' (8 ) 5 / 8 " Ø a b (a n c h o r a g e i n p a r e n t h e s e s d e n o t e s s i l l p l a t e n a i l i n g o r w a l l a n c h o r a g e f o r t w o s i d e d a p p l i c a t i o n , 3 x s i l l p l a t e r e q u i r e d a t t w o s i d e d sh e a r w a l l s ) Sh e a r W a l l S c h e d u l e p e r 2 0 0 7 C B C : Se i s m i c C a t e g o r y D , E , o r F LO A D MA R K SH E A R W A L L C O N S T R U C T I O N WA L L A N C H O R A G E 26 0 p l f 38 0 p l f 49 0 p l f 3/ 8 " t h i c k A P A r a t e d s h e a t h i n g w i t h 8 d n a i l s a t 6 " O C a t e d g e s ( s e e s h e a r w a l l n o t e 7, 2 x s i l l p l a t e a c c e p t a b l e f o r s i n g l e s i d e d a p p l i c a t i o n ) . 3/ 8 " t h i c k A P A r a t e d s h e a t h i n g w i t h 8 d n a i l s a t 4 " O C a t e d g e s ( 2 x s i l l p l a t e ac c e p t a b l e f o r s i n g l e s i d e d a p p l i c a t i o n [ a n c h o r b o l t s d e s i g n e d f o r 5 0 % a l l o w a b l e ca p a c i t y ] ) . Us e 3 x ( o r 4 x ) s t u d s a t a l l a d j o i n i n g p l y w o o d e d g e s , p e r S h e a r W a l l No t e 7 . 3/ 8 " t h i c k A P A r a t e d s h e a t h i n g w i t h 8 d n a i l s a t 3 " O C a t e d g e s . ( 2 x s i l l p l a t e ac c e p t a b l e f o r s i n g l e s i d e d a p p l i c a t i o n [ a n c h o r b o l t s d e s i g n e d f o r 5 0 % a l l o w a b l e ca p a c i t y ] ) . Us e 3 x ( o r 4 x ) s t u d s a t a l l a d j o i n i n g p l y w o o d e d g e s , p e r S h e a r W a l l No t e 7 . 5/ 8 " Ø A B a t 4 8 " O C (5 / 8 " Ø A B a t 1 6 " O C ) 5/ 8 " Ø A B a t 1 6 " O C (5 / 8 " Ø A B a t 1 6 " O C ) 5/ 8 " Ø A B a t 1 4 " O C (3 / 4 " Ø A B a t 1 6 " O C ) P1P2P3 RO O F A N D FR A M I N G P L A N A- 2 no r t h no r t h tr u e no r t h te x t co l u m n o r w a l l b e l o w c o n n e c t i n g r o ro o f f r a m i n g me s h p a n e l s b e l o w f o r l i g h t & v e n t i l a t i o n wa l l b e l o w tr u e no r t h 3: 1 2 s l o p e 3:1 2 s l o p e 1/4":12 slope 21A- 4 24A- 4 17A- 4 15A- 4 3/4":12 slope RE S T R O O M F R A M I N G P L A N N O T E S : 1. R e f e r t o c o n s t r u c t i o n n o t e s a n d t y p i c a l d e t a i l s , S h e e t A - 6 . 2. de n o t e s s h e a r w a l l . S y m b o l d e n o t e s s h e a r w a l l t y p e , p e r S h e a r W a l l S c h e d u l e , S h e e t A - 2 , Ou t s i d e n u m b e r d e n o t e s m i n i m u m l e n g t h ( i n f e e t ) , " E W " d e n o t e s " e n t i r e w a l l " . P r o v i d e an c h o r b o l t s p e r S h e a r W a l l S c h e d u l e , u n o . 3. T Y P I C A L R O O F S H E A T H I N G : At h i g h s l o p e d r o o f s : 23 / 3 2 " t h i c k A P A r a t e d s h e a t h i n g , 4 0 / 2 0 s p a n i n d e x , e x p o s u r e 1 , w i t h 1 0 d n a i l s a t 6 " o . c . B N a n d E N , 12 " o . c . f i e l d . D o n o t d r i v e n a i l s t h r o u g h e x p o s e d l o w e r f a c e o f 2 x d e c k i n g . U s e 1 6 d n a i l s f o r e d g e an d b o u n d a r y n a i l i n g a t r a f t e r s a n d b e a m s . L a y o u t p e r d e t a i l 1 / A - 6 . At l o w f l a t r o o f : 15 / 3 2 " t h i c k A P A r a t e d s h e a t h i n g , 3 2 / 1 6 s p a n i n d e x , e x p o s u r e 1 , w i t h 8 d n a i l s a t 6 " o . c . B N a n d E N , 1 2 " o. c . f i e l d , b l o c k a l l e d g e s . L a y o u t p e r d e t a i l 1 / A - 6 . P1 5' 4. A l l b e a m s h a l l h a v e 1 / 2 " r a d i u s a t a l l e x p o s e d e d g e s . A l l r a f t e r s s h a l l h a v e 1 / 2 " r a d i u s a t e x p o s e d ed g e s a n d 3 1 / 2 " r a d i u s e d e n d s . R e f e r t o d e t a i l 2 4 / A - 3 . 5. N a i l d e c k i n g w i t h ( 2 ) 1 6 d n a i l s a t e a c h r a f t e r b e a m . 6. P r o v i d e t w o r o w s o f s h e a t h i n g b o u n d a r y n a i l i n g t o a l l m e m b e r s l a b e l e d " s t r u t " . 7. W h e r e s h e a r w a l l s a r e n o t i n d i c a t e d f o r a n e n t i r e w a l l s u r f a c e , a r e a s o f w a l l s t h a t d o n o t r e q u i r e s h e a r wa l l s s h a l l r e c e i v e s h e a t h i n g t o m a t c h a d j a c e n t s h e a r w a l l s t o e n s u r e a s m o o t h f l a t s u r f a c e f o r f i n i s h ma t e r i a l s . co l u m n o r w a l l be l o w c o n n e c t i n g r o ro o f f r a m i n g 4 x 8 r a f t e r s a t 4 8 " o c 4 x 8 r a f t e r s a t 4 8 " o c + 4 x 8 r a f t e r s a t 96 " o c ( a t e a . P A 1 8 ) 4 x 8 r a f t e r s a t 96 " o c 2 x 6 t & g d e c k i n g at s l o p e d r o o f s , t y p 7A- 8 ty p 2A- 8 ty p 1A- 8 7A- 8 ty p 3A- 8 4A- 8 ty p 10A- 8 10A- 8 16A- 8 22A- 8 16A- 8 22A- 8 si m 11A- 8 17A- 8 11A- 8 si m 17A- 8 12A- 8 18A- 8 12A- 8 18A- 8 19A- 8 19A- 8 19A- 8 si m 20A- 8 20A- 8 si m 19A- 8 si m 14A- 8 14A- 8 15A- 8 14A- 8 24A- 8 10A- 8 16A- 8 22A- 8 ha t c h i n g i n d i c a t e s 2 x d e c k i n g a c t i n g a s di a p h r a g m c h o r d s t y p . , B N d i a p r h a g m t o c o n t . de c k i n g a n d s t r a p e a . d e c k i n g s p l i c e w i t h ( 2 ) MS T A 3 0 s t r a p s PA 1 8 a t 8' o c m a x t y p 15A- 8 23A- 3 si m . 23A- 3 23A- 3 23A- 3 si m . 23A- 3 si m . 23A- 3 si m . 24A- 8 23A- 3 si m . 23A- 3 si m . 21A- 4 19A3 ty p . 20A3 ty p . SH E A R W A L L N O T E S : 1. A l l s h e a r w a l l c o n s t r u c t i o n s h a l l c o m p l y w i t h C a l i f o r n i a B u i l d i n g C o d e C h a p t e r s 2 3 a n d 2 5 . 2. W a l l s h e a t h i n g s h a l l b e 5 - p l y m i n i m u m , 3 / 8 " t h i c k m i n i m u m A P A r a t e d s h e a t h i n g ( o r 1 5 / 3 2 " t h i c k , A P A S t r u c t u r a l 1 r a t e d s h e a t h i n g ) , 24 / 0 s p a n r a t i n g , E x p o s u r e 1 . S i z e a n d n a i l i n g p e r s h e a r w a l l s c h e d u l e . N o t e : 1 5 / 3 2 ” t h i c k A P A r a t e d s h e a t h i n g m a y b e s u b s t i tu t e d fo r 3 / 8 ” t h i c k n e s s a t c o n t r a c t o r ' s o p t i o n . 3. F i e l d n a i l i n t e r i o r o f w o o d s h e a t h e d s h e a r w a l l s w i t h 8 d a t 1 2 " o . c . 4. A l l s h e a t h i n g s h a l l b e a p p l i e d d i r e c t l y t o t h e s t u d , w i t h s t u d s p a c i n g n o g r e a t e r t h a n 1 6 " o . c . 5. A l l s h e a r w a l l s s h a l l h a v e n a i l i n g p e r s c h e d u l e p r o v i d e d a t t o p a n d b o t t o m p l a t e s , a l l s t u d s , a n d b l o c k i n g . 6. B l o c k a l l e d g e s o f w o o d s h e a t h e d s h e a r w a l l s . 7. P r o v i d e 3 x ( o r 4 x ) m e m b e r s ( o r d o u b l e 2 x t o p p l a t e ) a t a l l a d j o i n i n g p l y w o o d e d g e s f o r s h e a r w a l l P 2 a n d P 3 , a n d d o u b l e s i d e d sh e a r w a l l P 1 t h r o u g h P 3 . N a i l i n g s h a l l b e s t a g g e r e d a t t h e s e l o c a t i o n s . 8. S h e a r w a l l s s h a l l r u n t o u n d e r s i d e o f r o o f s h e a t h i n g w i t h a p p r o v e d b l o c k i n g a s r e q u i r e d . 9. S h e a r w a l l p l a t e s a n d s t u d s s h a l l n o t h a v e h o l e s l a r g e r t h a n 1 " Ø o r a n y n o t c h e s w i t h o u t t h e a p p r o v a l o f t h e a r c h i t e c t / s t r u c t u r a l en g i n e e r . 10 . P r o v i d e 3 x s i l l p l a t e a t a l l d o u b l e s i d e d s h e a r w a l l s . 11 . A l l s h e a r w a l l n a i l s s h a l l b e c o m m o n o r h o t d i p p e d b o x n a i l s . 12 . A l l a n c h o r b o l t s a t s h e a r w a l l s s h a l l b e 5 / 8 " Ø , w i t h S i m p s o n B P S w a s h e r , ( 1 / 4 ” x 3 ” s q u a r e p l a t e w a s h e r w i t h o p t i o n a l 1 3 / 4 " d i a g o n a l sl o t ) & c u t w a s h e r a b o v e p l a t e w a s h e r , 7 ” m i n i m u m e m b e d m e n t i n t o c o n c r e t e , 5 " m i n i m u m e m b e d m e n t i n t o m a s o n r y , u n o . Me t a l r o o f - C l a s s A , 2 6 g a u g e s t a n d i n g s e a m w i t h co n c e a l e d a n c h o r c l i p s a t 1 6 " o c . I C C # E S R - 3 1 0 0 ov e r 2 5 m i l " G r a c e U l t r a u n d e r l a y m e n t " I C C #E S R - 1 6 7 7 Bu i l t u p r o o f - C l a s s A , 3 p l y h o t m o p s h e e t r o o f i n g (1 p l y g r a n u l e s u r f a c e m e m b r a n e o v e r 1 p l y fi b e r g l a s s s h e e t o v e r b a s e s h e e t ) . I C C # E S R - 1 0 1 3 . Me t a l r o o f - C l a s s A , 2 6 g a u g e s t a n d i n g s e a m w i t h co n c e a l e d a n c h o r c l i p s a t 1 6 " o c . I C C # E S R - 3 1 0 0 ov e r 2 5 m i l " G r a c e U l t r a u n d e r l a y m e n t " I C C #E S R - 1 6 7 7 1 RE C O R D S E T 3 r ◊◊◊ ~ V " L 4--- 0 CD {Q __ ' ', X (j CD ,1 " " .'/ CD ' I " " " ,. ·, Ii " i; " " " ("', -~" ~ i/ ,. • , i/ ~-• I /• ,-= "" '"' 1 I I I >-, , . ' .-.,...;:;;:,_- ~ I• ,, ,/ " " " i/ ' " " " ' s: m b :.;-f' -- I ·'/ ,, ;, I " ', "l • .,.. i"t" " " --.. " " ' ,, ,, ,, ,, I I // "I. •.... ,,--- ,, ,, ,, ,, ,, ,, /; ,. ·, /; ,, ' ' ,, " " I ' I i,' " " I " " ' ,,(' r'/ ' ;ti I /. ' //1 ,, ,,, // ,, //f .'/ // " " " " ' ,, ,, ' " " /' 1,' /• ,,, //1 i/ i/ // 1/ '> I, 1 1 -II. /i I // ,!.' .... :.i ,'/ // 11• I I ,; ';: •. i.J ' " " ' ,, ,, ' /· " " " " ••~I••• '--.. :fi-. ,, " " " ' ,, ,, ' " " /' ,, ... '"•j.' ~ ... '/ .... "7 t::C :i: <' :J;.,. 00 ·'/ ,, ,, ' ,/ " " " " ' ,, ., /; ~ ..,,_..,...;... 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' '., CD /f ------" 4-----------'• "' " -,,z -:'i--• ~ /,':7 - + -,r- ·'~ 'V \ ___ ),;; ----------I '.Po L .. ------------J-- - - : ::::::: J-- - -J-- - ---------, !JQ)J}, 1 -------,, ,£'.::;:::1 ~ ·'-:-'., • 1- _, -1 I► " -1--1- _, _, -1- _, ~ m 7 ~ -1-• 1-• 1- _, . , . , ' • " ,,. '" -·~ ' ' ' ' ' ' \ • 1- .,.., .. ' ' cue 'T b bl.~,· , E P T DESIGN landscape architecture I urban design 9821 Irvine Center Drive 844 East Green Street, Ste. 201 www.eptdesign.com Irvine, CA 92618 Pasadena, CA 91 101 T 949.502.4500 T 626.795 .2008 I planning F 949.502.4510 F 626.795.2547 • 1-f . , I );,,A z (;, m ·[j] 0 :w, ,ii) m 1► ,... ' ,_ ' ' ~ .. I '• '• '• '• '• , l '• ' " • , • 1- . , 7 K>' ~ CD t> ...... ...... ..... _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . EA S T E L E V A T I O N 9 WE S T E L E V A T I O N 12 NO R T H E L E V A T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " Sc a l e : 1 / 4 " = 1 ' - 0 " 15 SO U T H E L E V A T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " Sc a l e : 1 / 4 " = 1 ' - 0 " 18 19 21 22 23 24 20 25 Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 5 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 pl a n c h e c k RY / M G 07 . 1 9 . 1 3 3 3 Oct. 30th, 2013 3rd City Submittal WO M E N ME N Sc a l e : 3 " = 1 ' - 0 " 08 1 0 1 . 1 4 9 RA F T E R E D G E S 1/ 2 " r a d i u s a t ex p o s e d e d g e s no r a d i u s a t t o p ed g e s HA R D S C A P E @ B L D G . Sc a l e : n o n e 1/ 4 " p e r f o o t s l o p e f o r mi n i m u m o f 5 f e e t o n ex t e r i o r s i d e o f d o o r 89 1 2 1 - 0 1 3 le v e l s u r f a c e on i n t e r i o r s i d e of d o o r sl o p e e x t e r i o r p a v i n g 1/ 4 " p e r f o o t m i n i m u m , bu t l e s s t h a n 1 : 2 0 , aw a y f r o m b u i l d i n g ex t e r i o r d o o r re f e r t o d o o r d e t a i l s fo r c o n d i t i o n a t t h r e s h o l d sl o p e e x t e r i o r p a v i n g 1 / 4 " p e r f o o t m i n i m u m , bu t l e s s t h a n 1 : 2 0 , a w a y f r o m b u i l d i n g ex t e r i o r w a l l Co n d i t i o n a t E x t e r i o r D o o r Co n d i t i o n a t E x t e r i o r W a l l ex t e r i o r h a r d s c a p e ex t e r i o r h a r d s c a p e AB re f e r t o w i n d o w d e t a i l s fo r c o n d i t i o n a t w i n d o w s 08 1 0 1 . 1 1 1 CH A S E W A L L F L A S H I N G Sc a l e : 3 " = 1 ' - 0 " 5/ 8 " T 1 - 1 1 p l w d a t re s t r o o m s 5/ 8 " T 1 - 1 1 p l w d ce r a m i c t i l e a t re s t r o o m s 8" c m u w a l l 1x 3 t r i m a t re s t r o o m s ca u l k fl a s h 2 x 8 p t d f si l l p l a t e mi n e r a l ro o f ro o f f r a m i n g ca n t s t r i p 8" min. 08 1 0 1 . 1 5 3 CH A S E W A L L F L A S H I N G Sc a l e : 3 " = 1 ' - 0 " ce r a m i c t i l e a t re s t r o o m s 8" c m u w a l l mi n e r a l ro o f ro o f f r a m i n g ca n t s t r i p me s h s c r e e n pe r s p e c i f i c a t i o n s sl o p e d m o r t a r c a p fl a s h typical band form layout 1x 8 fr o m 2 x 6 fr o m 2 x 4 " 1x 6 he a v y s a n d b l a s t t y p . ti g h t f i t t y p . pl y w o o d ba c k i n g 2x s u p p o r t fr o m 2 x 4 fr o m 2 x 6 1x 8 8" c h a m f e r 08 1 0 1 . 1 5 0 RA F T E R E D G E S Sc a l e : 3 " = 1 ' - 0 " ba t t e n s e a m r o o f of f s e t c l e a t of f s e t c l e a t un d e r l a y m e n t 2x t & g 4x r o o f r a f t e r 8" c h a m f e r 08 1 0 1 . 1 5 1 RA F T E R E D G E S Sc a l e : 3 " = 1 ' - 0 " ba t t e n s e a m r o o f ea s e d e d g e of f s e t c l e a t un d e r l a y m e n t 2x t & g 4x r o o f r a f t e r 10'-2" 7'-1" 12'-10 12" 8'-2" 3 1/2" 7 " 3 1/2" 7 " SE C T I O N S EL E V A T I O N S A- 3 bo a r d f o r m e d co n c r e t e t y p . c. t . m u r a l w / c. t . s u r r o u n d wi r e m e s h t y p . li n e o f b u i l d i n g b e y o n d me t a l r o o f t y p . li n e o f b u i l d i n g b e y o n d li n e o f b u i l d i n g b e y o n d 11A- 7 2A- 8 5A- 8 6A- 8 3A- 8 7A- 8 15A- 8 li n e o f w a l l b e y o n d 24A- 8 1A- 87A- 8 3 12 2A- 5 2A- 5 23- SE E S H E E T A - 5 F O R N O T E S S C H E D U L E S AN D I N F O R M A T I O N N O T S H O W N H E R E C- 1 0 C- 8 C- 9 22- 23- ty p . ty p . 21 b - 21 a- 21 a- 21 a- ty p . 25- ty p . 25- ty p . Sc a l e : 1 1 / 2 " = 1 ' - 0 " re p e a t t y p . b a n d re p e a t t y p . b a n d sa w c u r f as r e q . ' d fo r c u r v e d wa l l t y p . 1 1 / 8 " 1 1 / 8 " 1" BO A R D F O R M RE C O R D S E T r L ( . ----/-- ~- ~ <,,--- r ~ I~ :~// l- ~ V " " 7 ( -I • y ~ ----------------- ' ' ' ' ' ' ' ' \ / ; ' ' ' ' ' /~\ ' ' ' ' ' ' - 7 I ri .... I'-- CD++ ffi 0- 0 ffi 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I / / I I I I I I I I I I I / I / I I I I I I I I I / I I / I I / I I I I / I I I I I I I I I I I I I I I I I / I I / I I I I I / I I I I I I I I I / I I I I I I I I I I I I I I I I ~ -}:~t • ~;t µ,;,,p. ,<g -. •>, c:-···•o_ "•>-. "'->:-._ ~-~::-~, o{:";c I I I I I I 1((1((1((1 / . . i ·,- -~-----I (~, ---- -(i ~ j 1 ( -- ~,,, P' t:7::"; '' ''' "' '\< -~~;'. ~:;::: • :~: §]/§•~ :~: r. <~~ ~ " ,, 11------J/ ,, 11------l f I 1 I== I' ,, I' 'I /4 I I' r " I ,,d) " ,, ' ''\ ) ,I I' ' f--- 1FJ1, r 1==11, 11=111 1 ~ ~II' ~I ~I '"'' I I I l f--- '\ - ~ ' ' ,, 1\~ ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' ' ' ' ! ! ! ! i ', ( ._,,, I I 0 I I I {~ ---------I --I~ ------- I I 1 l I " I 0 ~ - '" I "I / ;' ii // i 'i. ; I 11 ; 11 ; • I -0 EPTDE SIGN landscape architecture I urban design I planning 982 1 Irvine Center Drive 844 Easl Green Slreet, Sle. 201 www.eptdesign.com Irvi ne, CA 926 \ 8 Pasadena, CA 91101 T 949,502.4500 T 626.795.2008 F 949.502,4510 F 626.795.2547 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ·, "I ' I I , \ I \ \ \\ \ \\ \\ \" I •--\ I \ \ \ \" \ \ \ \ \ \ \ \ \ \ \ \ "I ' I I , \ I \ \ \\ \ \\ \\ '"''""' \ \ \ \" \ ·, \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ I ' I" I 'I I '"''""' \\\\\\\\\ \ \\ \ \ \ \ \\ \ \ \\ \ \\ \\ \\\\\\\\\ \ \\ \ \ \ \ \\ \ \ \\ \ \\ \\ \'II ''I\ , I \\\\\\\\\ I I I I I \ \ I I I Ii \ I I I \ I I I I I I I I I I \ I I \ \ I I I I I \ I 11 \ \ I I 11 \ I I \ \ I I I I I I I Ii \ \ I I 'I I ' I I , \ I \ \ \\ \ \\ \\ \'II ''I\ , I \ \ \ \ \ \ \ \ \ \\\\\\\\\ \ \ \\ \ \\ \\ \'II ''I\ , \ \ \ \ \ \ \ \ \ \ \\\\\\\\\ \ \ \\ \ \\ \\ \ \ \ \ \ \ \ ·, \ \ \ 'Ul.i.lli ' ' ' I I I I I I I I I I I I I I I I \ \ I I I I \ I I I I I I I I \ I I \ \ I I I I I \ \ I I I I \ I I I I I \ I \ \ I I ~ i i i i I I I I \ I ' ' I I I I I I I \ \ T ,, ,, -,11 ' ' I I I I 1 \ I 1 \ \ I ' \ , I I I I I I I I \ I I I \ rJ°"l,-1-1--\ ~ ~ -t ~ \\--- 1.-' \ , I I \ \~'' ,, '" ' ' ' ,t'.9 kl I I I I I I '1 I I I I I I I i \ \ I I I I i I \ I I !! r I I I \ I I I \ I I I I I I I \ I \ \ I I I I \ , I , I \ I ' ' 1 I l',11 I , ~I I I I I I I I I I II I I I I I I I I I \ I I \ \ I I , I II I I II I I II I II I II , I I I I I I i i i ii i ~\, I 711 I 1 ~ 1, II ' ~ I ' I ' I I I I I I \ \ I I I I I I I I I I \ \ I I , I \ I ' \ ' I I I I I I I I I I I I \ \ I I I \' I I I I I I I\\ I I, \ I I II I I II I I I I II I II I I I I I i \ I I \ I I I ' \ ' , I I I I I I I I I II I I I I I I I I I I I I \ \ I I , I ' \ 1 I I I \ I II I II II I II II I I I II I I , I I , \ I , \ I I, I I I I I I I I I \ \ I \ \ I I \[ I I I I I i \ \ I I , I i \ 1 \ I I I \ \ I I I I I I II I I I I I I I I I I \ I I I I I I I I I \ I I I I I I I I I I I \ \ I I I ~" I ·11' ,,, ·111 ,, " ' ' ' ' ' " r ~· \11 I ,, ' ,, ' 11 '1 t.b: I I I \ I \ \ I I I I I \ I \ I I I \ II II II II II II II II II II II I II II i I I I I I I I li~i' I I I I I \ \ \ \ I I I I 1\ ::v/ I I I I I \ \ I I I I I I 111 \ I I I I I II I I I I I I\ I I I I I I I I I I I I I I ,I\ I I I I I I I I I I I\ II I II II I II II II II II II I I II II _,- \ I I I I I I I I I I I I I I I \ I I I \ I I I I I I I \ I I \ \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I \ I \ \ I I I I I I I I I I I I I I I I I I I I I r '1 Ill I II i l, I \\\\\1\\1\cp'· (I)--n\1\1 111111 \It I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I , I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I \ I I I I I I 1 I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I \ I I \ I I I ' ii I _J ii I ii I ii I il,)j-·/ I I I I I I I I I I I I I 1~~-'' II I I I I I I I I I II I I I I I I \\ I I I I I I I I \ I I I I I \I \ I I \ I I I I I \\ I II II I II II I I II I I I II I I II I I \\ I I I I I I I I I I I I I I II I I I I I I I II I I I I I I I I I II ,.- \ I I I I I I I I I I I I I I I \ \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , (D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1=ata1.:.._,( I• I \ \ I I I I I I \ I I I I I I I I I I I I I I I I I I I I \ \ I I I I I I I I I I I I I I I I I I lt=+l=l,i"" } I I I I I I I I I I I I I I I I I I I\ I I I I I I I I I I I I I I I I \Eff~\1 I I I \ I I I I I \ I \ I I I I I I I I I I I I I I I I I I I 'I I _I I I I I J_ I I I I ' I I ' I I I I 1--,-7----, T-,-L \-1--\-1-----1 ---r~----1 I II I II II I II II r I I II I II I I I I I I I I I I I I I I I I I I I I I I 11 1 I I I I I I I I I I I I I I \ \ I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I 0 ~ I I I I I 7 _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . Plan Control ME N ' S R E S T R O O M WO M E N ' S R E S T R O O M SE C T I O N CH A S E S E C T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " 15 Sc a l e : 1 / 4 " = 1 ' - 0 " 21 SE C T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " 511 Sc a l e : 1 / 4 " = 1 ' - 0 " 17 IN T . E L E V A T I O N N O T E S 612 SE C T I O N N O T E S 18 Sc a l e : 1 / 4 " = 1 ' - 0 " 24 CH A S E S E C T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal pl a n c h e c k RY / M G 06 . 0 1 . 1 5 3 7'-0" varies 8'-2" IN T E R I O R EL E V S . & S E C T . A- 4 PL U M B I N G C H A S E PA R K M A I N T E N A N C E PL U M B I N G C H A S E PA R K M A I N T E N A N C E ME N WO M E N PL U M B I N G CH A S E PA R K MA I N T E N A N C E ST O R A G E ST O R A G E IN T E R I O R N O T E S 1. T- 1 1 1 P L Y W O O D T Y P . ( S E E S H E E T A - 5 F O R F I N I S H ) 2 TH I N S E T C E R A M I C T I L E ( S E E S H E E T A - 5 F O R C O L O R ) 3 LI G H T F I X T U R E 4 GA T E I N L O C K E D O P E N P O S I T I O N 5 ME T A L M E S H T Y P . 6 CM U P A R T I T I O N 7 PL U M B I N G F I X T U R E T Y P . 8 DI A P E R C H A N G I N G S T A T I O N 9 CO N C R E T E C O L U M N S T Y P . ( R E F E R T O S T R U C T . D R A W I N G S ) 10 SO L I D P H E N O L I C T O I L E T P A R T I T I O N S T Y P . 11 HA N D D R Y E R 12 ME T A L E N T R Y G A T E 13 RO O F R A F T E R S R E F E R T O S T R U C T U R A L ( S E E A - 5 F O R F I N I S H 14 1X W O O D T R I M 1 2222 1 4 4 1 55 5 5 5 5 2 2 6 6 66 66 66 6 7 7 7 7 7 8 8 9 9 10 10 10 10 11 11 12 12 13 13 13 13 1SE C T I O N N O T E S 1. T- 1 1 1 P L Y W O O D T Y P . ( S E E S H E E T A - 5 F O R F I N I S H ) 2 TH I N S E T C E R A M I C T I L E ( S E E S H E E T A - 5 F O R C O L O R ) 3 LI G H T F I X T U R E 4 ME T A L M E S H T Y P . 5 CM U W A L L 6 CO N C R E T E C O L U M N S T Y P . ( R E F E R T O S T R U C T . D R A W I N G S ) 7 RO O F R A F T E R S R E F E R T O S T R U C T U R A L 8 FO R M E D C O N C R E T E W A L L S 9 RO O F F R A M I N G R E F E R T O S T R U C T U R A L D W G S . 10 ME T A L R O O F 10A- 8 16A- 8 1A- 87A- 8 6A- 7 3A- 7 14A- 8 22A- 8 1A- 7 4A- 7 A B C D A B C D 15A- 8 15A- 8 9A- 7 9A- 7 24A- 8 sl o p e 3 / 4 " p e r f t . sl o p e 1 / 4 " p e r f t . 1 1 2 2 4 4 4 55 55 6 7 7 7 7 8 8 8 8 9 9 10 10 10 7 4 8 9 10 9 8 24A- 3 14 14 14 # o f c o u r s e s as s h o w n th r e e c o u r s e s ty p . u n o ba s e to i l e t p a r t . C- 6 C- 5 C- 3 C- 2 mo r t a r s e t fl o o r t i l e C- 1 C- 7 # o f c o u r s e s as s h o w n th r e e c o u r s e s ty p . u n o ba s e to i l e t p a r t . C- 6 C- 4 C- 3 C- 2 mo r t a r s e t fl o o r t i l e C- 1 C- 7 to i l e t p a r t . C- 7 ty p . ty p . C- 3 C- 3 14 SE E S H E E T A - 5 F O R N O T E S S C H E D U L E S AN D I N F O R M A T I O N N O T S H O W N H E R E 20A3 t y p . 19A3 ty p . 19A3 ty p . t y p . 20A3 RE C O R D S E T 3 3 r ~ V " L ;ii /// Ii'/ II, Ii/ Ii/ I/ I I -II I I • I 11 11 1 li'1 " ,1 I Oj I I I CD ~ l ◊ c 11, Ii/ i:z!ii I/ c; 111 ,II 111 1211 I 1;1 ' I I' 0 i/11 J ii" ii,, ,1 --I _I__; iii' il1 cl I il1 il1 1:1 c,j -l ' 1' 1, 9 /1/ JI' Gj "J i 111 91·•.1:/ ii q] 111 ii l'1 CE:lrsJ:/ il1 l ::: ◊---------. 1:) ) // I ◊ II' Ii/ l1 c::::f 1I, z = IZ rz C IE I~ \I I < ,o lb·'\ 11 '\ I I ,, ' I I I I ' i i I CD ~ I = I 1 IZ I = = 12 = IZ ·-----; c::: C IZ = = Cl - = I = CD IZ C = ..,,. ' r1 I I ' I I ' ~I I I I I JZII I I I , I "1 I \\ ~◊ I I I I I I '1 6:i I I I I I I I I rzil -\\ ◊ ~ ' I I I I I ' 1'l:l = 11 11 II 1111 I i1 ~ I ' I I I I kl -\\ LS I I I I I I I 17 ◊ T ' Q) " Q) ◊ ~ r I I ◊ fi1 I+-◊ ' " .q ///0 " .-' \ I' I ,7,--d, , ' I I f7/: •. "1 I I I I 0 ◊ Q) /J ◊ ,-:--.!=II , . ,,"I'\.- f J, ◊I◊ __,,_ CD /'IC ,, /J ,, ..l : !J --: ~ -; 1 □ ~ i j ' ◊ /< /, ' ' ' :, ' ' ' ' :, ' ' ' ' ,, ' l ' ' I. . Q) I ' F l ' /,' I 1'1 / ,.;,:, i // 0 I i', / :,:, 'f-◊'': l---'-,-----~---~~""~-~-'--JJ.-1----,', /i / ;/' ,, ,, --/ ,/" ii{ Q) I 1" ·••, / ,/" / )/ I ,_1 I 1,/ , ,, ,,,. / 1/1 i---1/ I /'/ / ,/' I 1,-1 I,' I '11 I ,'11 I /'/ I 1" ~:/ ,-□L: ====+r =---! • 1\ Q) ", .'/, ,, 1;/ ◊ a 0 I I I I I I I I I I 0 I 11 11 I l>J I 11 11/1! ,_.,_ .• _.,_.. I, n I 11 11 11 ... J.,.,I ' 1 • 1 I !If C: II" I 1"1 1111 I I I• lY'I I I 1/j j II r- 13. l 'I ,, ;, I t-"T"F'ti----"H2t21----t-t---i, i / I L 1 111111 1 111 /11 f .. _ ... _ .. _ ... _.. ,i1 "' 1 111111 .1 .. 1111 I, 0 I I I 11 I I I: I J I I ;1\ :<,~·::-:[":>:J ii-I 0 0 ~OD )1I 11 1I µ 11 ,1 IJ l"'i .±;":)--11 f--c--; ' ~ ' ' □ .-... ·.-,·.-.·.-. . -_ .. -.--.·.·.·. ' II I I I I I I ., • ·1 II I/ .-•• _.·,·_f,•_,-,•_· s , ,,.-i-,,,,.:.t--- 0 ~ '""- ' ' ' □ IJ1J □ tI._ /,!.'<'1·1:•::·,:·:.1 p f-- ' ' t' - 'b _ ~>,, = = I ·"o/f"i "f--1Z • 77' +----tl ~ II I Hl---1 1 I I I f--- II I ~1~~ ~c= I I I I 1111 r l I 11] il 1]~ ·j:_: • • • II'.'. __ .. :r.· :r. . .-:- =, ·.-1-,,;,: □ CD \ f---::11 : _'",/'M --- ~ r I I h 11 n II I I I 11 I l•<t<J I 11 111 I 11 ~ E P T DESIGN landscape architecture I urban design I planning 9821 Irvine Center Drive 844 East Green Street, Ste. 201 www.eptdesign.com Irvine, CA 92618 Pasadena, CA 91 101 T 949.502.4500 T 626.795.2008 F 949.502.4510 F 626.795.2547 0 l e -c cj "c\"'•' ' ~ l I I l:(::"'/-r'f:'-"".'.-::-:'i.-:1 -71I1rl'I ====71 ' {/J F!<1 .:C•l•··•=·' tt--+----+--+-l;, .. ::,:J,:..:,.:..:f--' '>< J I II I t f l f I •. ·-· ... f ·- . ·- . f----- □ { 111 11:=a·····~ -:::·:·: :·:·:·:· ·_·_·_· __ ·_·_·_· o+---+--, -~:.)) ).\\ "< 9 -+---+-r•. ·••l ·.·.·.J-- ;.;;.;:.;;,·J::.-:::.-:, ••,•:t---- 'T"'l .. ,. ~ I I IL // ■ lltt:O I I Ii ti r. //'·/· ~x• II II 1111 11111111 11111111f\H t ~ J I . ·· I · · · <I f / > '·, -· •.. .-_._·.·:_ II ·fd:/:L r7 ll-.,1· L1lr' \II nul-o I I I I I />J-·f-- -:,t,:-·,i ' 0o O lD ,0 II I I I I' r I~= ~:-f.:+.:+-1 / ,1 I I I 1--, •. -r.----=··• r ,7 L ' II I I I 1··--·1--•.1 Fl ; 1 1 I I ~ I lk li:I WI .J, , r-n-[J I It f;;;;; I I I I I" I ',-,,-L ,,I :-.-:·, .-... -_. ~1 r-n--I 1~111 m i--tt-l rT : : : Ii\ .. '-II -~- >°": --e----::<=-~clc~~~,':' = 'Cc- □ ""' ·::::::-J ,::t::-;::::-;::I □ 0 □ l 7 _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . 1319 28 391521 FI N I S H S C H E D U L E Sc a l e : 1 / 1 / 2 " = 1 ' - 0 " 22 AC C E S S I B I L I T Y N O T E S 1723 BU I L D I N G D A T A 6 DO O R S C H E D U L E 12 AC C E S S O R Y S C H E D U L E 18 NO T E 24 20 HA N D D R Y E R Sc a l e : 1 / 2 " = 1 ' - 0 " TY P I C A L A D A R E S T R O O M RE S T R O O M S I G N A G E Sc a l e : 1 / 2 " = 1 ' - 0 " RE S T R O O M S I G N A G E Sc a l e : 1 / 2 " = 1 ' - 0 " DR I N K I N G F O U N T A I N TY P I C A L A D A W A T E R C L O S E T Sc a l e : 1 / 2 " = 1 ' - 0 " J Sc a l e : 1 / 2 " = 1 ' - 0 " Sc a l e : 1 / 2 " = 1 ' - 0 " Sc a l e : 1 / 2 " = 1 ' - 0 " UR I N A L 25 AD A A C C E S S I B L E R E S T R O O M Sc a l e : 1 / 4 " = 1 ' - 0 " Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 5 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 23 pl a n c h e c k RY / M G 07 . 1 9 . 1 3 3 Oct. 30th, 2013 3rd City Submittal 11 1 / 4 " 1 1 / 4 " 5" 3 1/4"2 1/2" 3'-3" to ffGA T E L O C K Sc a l e : 1 1 / 2 " = 1 ' - 0 " 1/ 4 ty p . 7/ 8 " 1 1 / 2 " s q r . al u m i n u m fr a m e 3/ 4 " ø x 1 " p i p e s l e e v e s al u m i n u m g a t e 3/ 4 " ø l o c k b o l t 1/ 4 " x 7 " x 1 ' - 1 " al u m i n u m p l a t e 1/ 4 " a l u m i n u m t a b s w/ h o l e s f o r pa d l o c k 7/ 8 " x 2 1 / 2 " sl e e v e 1/ 4 " x 3 " x 9 " s t e e l pl a t e w / ( 2 ) 1 / 2 " ø ss e x p a n s i o n b o l t s cm u w a l l 1 1/2"6"1 1/2" 2" 1/ 4 01 1 1 3 - 0 3 GA T E H I N G E Sc a l e : 3 " = 1 ' - 0 " 1 1 / 2 " s q r . a l u m i n u m fr a m e 1/ 4 " x 3 " x 9 " a l u m i n u m pl a t e w / ( 2 ) 1 / 2 " ø ss e x p a n s i o n an c h o r s 3/ 8 " ø m b w i t h nu t t a c k w e l d e d to b o l t l2 x 2 x 1 / 2 x 1 1 / 4 " l o n g 1/ 4 " x 1 1 / 2 " x 2 " pl a t e w / 1 / 2 " ø ho l e f o r b o l t cm u w a l l ce r a m i c t i l e ov e r m o r t a r be d 01 1 1 3 - 0 1 EN T R Y G A T E we l d r o l l e r b e a r i n g hi n g e s - h i n g e t o ga t e & s t e e l p l a t e , t a c k we l d h i n g e n u t 3/ 1 6 " s t e e l p l a t e w i t h h o l e t o ac c e p t s l i d e b o l t a t + 3 6 " a f f 2" x 2 " x 3 / 1 6 " t u b e f r a m e & c r o s s m e m b e r ra d i u s t u b e co r n e r s 1/ 2 " d i a . s t l . b a r w / t a b t o l o c k ga t e - o p e n e d a n d c l o s e d 1- 1 / 4 " Ø t u b e s t e e l 6 " o . c . Cl o s e d L o c k Hi n g e Op e n L o c k cm u l i n t e l 1/ 4 " x 3 " x 7 " p l a t e t y p . w/ ( 2 ) 1 / 2 " Ø e x p . b o l t s to w a l l hi n g e w e l d e d t o ga t e & p l a t e 1/ 2 " Ø s l i d e b o l t w / t a b to l o c k g a t e o p e n & c l o s e d No t e s : - t h i s g a t e s h a l l b e l o c k e d i n t h e o p e n p o s i t i o n w h i l e b u i l d i n g i s i n u s e . - a l l g a t e m a t e r i a l t o b e A 3 0 4 s t a i n l e s s s t e e l (n o f i e l d w e l d i n g w i l l b e a c c e p t e d ) -f a b r i c a t o r s h a l l p r o v i d e s h o p d r a w i n g s f o r r e v i e w p r i o r t o f a b r i c a t i o n . de n s e p o l y e s t e r co a t i n g va r i e s mi r r o r wa l l h u n g l a v a t o r y FR O N T E L E V A T I O N RE F E R T O N O T E FO R R E M A I N D E R IN F O R M A T I O N WO M E N ME N WO M E N ....... ....... ME N 1 2 " m a x . 33" 17"-19" H.C. 19" min. all dispensers 40" max to highest operable part 30 " C L R . 18 " 29" Min. 40' Max. to Bottom of Mirror K 19" 36 " m a x 18" MIN. 64 " 27" min. 34" max. 40" max. 17" H.C. 24" 44" H.C. 1'-0" 1'-0 " 60" TO CENTERLINE 60" TO CENTERLINE 12 " m a x . 42 " m i n . g r a b b a r 54 " m i n . 36 " m i n . gr a b b a r 12 " mi n . 24 " m i n . K 2' - 6 " 4'-0" 17" min. 19" max. 18 " m i n . to c e n t e r l i n e 9" min. 17 " m i n . 29' min. 54 " m i n . 56 " m i n . a t w a l l m o u n t e d w . c . w h e n d o o r s w i n g s i n 1'-6" 32" min. clr. 34 " m i n . c l r . 18 " m i n . 32" min. clr. 24 " m i n . 60 " m i n . 33" 1' - 6 " 1' - 6 " 1' - 0 " 1' - 0 " 2'-6" 2'-3" 4'-10" 3'-0" MAX. 1 1 44 " m i n . c l e a r ....... ....... SC H E D U L E S A- 5 RE S T R O O M B U I L D I N G S D A T A : Bu i l d i n g s A r e a = x x x s q u a r e f e e t Oc c u p a n c y - B Co n s t r u c t i o n - T y p e V X ( 8 , 0 0 0 s f a l l o w a b l e a r e a ) Wo m e n ' s R e s t r o o m : Ar e a = X X X s q u a r e f e e t Re q u i r e d L i g h t ( a t 1 / 1 0 ) = X X s q u a r e f e e t (X X s q u a r e f e e t p r o v i d e d ) Re q u i r e d V e n t i l a t i o n . ( a t 1 / 2 0 ) = X X s q u a r e f e e t (X X s q u a r e f e e t p r o v i d e d ) Me n ' s R e s t r o o m : Ar e a = x x x s q u a r e f e e t Re q u i r e d L i g h t ( a t 1 / 1 0 ) = X X s q u a r e f e e t (x x s q u a r e f e e t p r o v i d e d ) Re q u i r e d V e n t i l a t i o n . ( a t 1 / 2 0 ) = x x s q u a r e f e e t (x x s q u a r e f e e t p r o v i d e d ) TI T L E 2 4 - E N E R G Y : Bu i l d i n g s a r e u n h e a t e d a n d n o n - h a b i t a b l e a n d t h e r e f o r e e x e m p t . RE S T R O O M A C C E S S I B I L I T Y K E Y N O T E S : A Pr o v i d e a c l e a r s p a c e o f s u f f i c i e n t s i z e t o i n s c r i b e a c i r c l e w i t h a di a m e t e r n o t l e s s t h a n 6 0 " . B Pr o v i d e a c l e a r s p a c e 3 2 " i n w i d t h ( m i n i m u m ) f r o m f i x t u r e t o w a l l i n ha n d i c a p c o m p a r t m e n t . C Pr o v i d e a c l e a r s p a c e 6 0 " i n f r o n t ( m i n i m u m ) o f f i x t u r e i n h a n d i c a p co m p a r t m e n t . D Pr o v i d e a c l e a r a n d u n o b s t r u c t e d a c c e s s o f 4 4 " m i n i m u m w i d t h . E En t r y t o a c o m p a r t m e n t f o r h a n d i c a p t o i l e t t o h a v e c l e a r w i d t h o f 3 4 " (w i t h d o o r o p e n t o 9 0 ° ) w h e n l o c a t e d a t t h e s i d e . W h e n l o c a t e d a t s i d e , pr o v i d e 6 0 " ( m i n i m u m ) c l e a r u n o b s t r u c t e d a c c e s s . D o o r s h a l l b e s e l f cl o s i n g ( 3 s e c o n d m i n i m u m s w e e p ) , h a v e l o o p o r ' U ' s h a p e d h a n d l e im m e d i a t e l y b e l o w t h e l a t c h o n i n t e r i o r a n d e x t e r i o r , l a t c h s h a l l b e fl i p - o v e r o r s l i d i n g s t y l e c e n t e r e d b e t w e e n 3 0 ” a n d 4 4 ” a b o v e f i n i s h e d fl o o r , F Pr o v i d e g r a b b a r s a t e a c h s i d e o r o n e s i d e a n d b a c k o f c o m p a r t m e n t , se c u r e l y a t t a c h e d 3 3 " a b o v e a n d p a r a l l e l t o t h e f l o o r , 1 5 " t o 1 6 1 / 2 " ( + 1 " ) to c e n t e r l i n e o f w a t e r c l o s e t . G r a b b a r s a t t h e s i d e s h a l l b e 4 2 " l o n g w i t h th e f r o n t e n d p o s i t i o n e d 2 4 " i n f r o n t o f t h e w a t e r c l o s e t s t o o l . G r a b b a r s at t h e b a c k s h a l l b e 3 6 " l o n g ( m i n i m u m ) , c e n t e r e d o n w a t e r c l o s e t . G r a b ba r s s h a l l h a v e a n o u t s i d e d i a m e t e r o f 1 1 / 4 " - 1 1 / 2 " , a n d s h a l l h a v e 1 1 / 2 " cl e a r a n c e b e t w e e n g r a b b a r a n d w a l l . F a s t e n e r s a n d m o u n t i n g s u p p o r t sh a l l b e a b l e t o w i t h s t a n d 2 5 0 p o u n d s p e r f o o t i n b e n d i n g , s h e a r a n d te n s i o n . M o u n t c e n t e r l i n e o f g r a b b a r s a t 3 3 " a b o v e f i n i s h e d f l o o r , 1 5 " t o 16 1 / 2 " ( + 1 " ) t o c e n t e r l i n e o f w a t e r c l o s e t . G Pr o v i d e a c l e a r s p a c e o f 3 0 " x 4 8 " i n f r o n t o f l a v a t o r y a n d h a n d d r y e r . H Ex c e p t f o r p r o j e c t i o n o f b o w l s a n d w a s t e p l u m b i n g , p r o v i d e a c l e a r un o b s t r u c t e d s p a c e a m i n i m u m o f 3 0 " w i d e x 2 9 " h i g h x 1 7 " d e e p u n d e r at l e a s t o n e l a v a t o r y . F a u c e t c o n t r o l s a n d s o a p d i s p e n s e r s , w h e r e pr o v i d e d , ( o p e r a b l e w i t h o n e h a n d ) s h a l l b e o f t h e t y p e n o t r e q u i r i n g ti g h t g r a s p i n g , p i n c h i n g o r t w i s t i n g o f t h e w r i s t , a n d a n o p e r a t i n g f o r c e no t e x c e e d i n g 5 p o u n d s . J Op e r a b l e a n d d i s p e n s i n g p o r t i o n s o f h a n d d r y e r s s h a l l b e 4 0 " m a x i m u m fr o m f l o o r . K Ce n t e r p o i n t o f t o i l e t t i s s u e d i s p e n s e r s h a l l b e m o u n t e d w i t h i n 1 2 " o f f r o n t ed g e o f t o i l e t s e a t , a n d 1 9 " f r o m f l o o r . L Do o r M o u n t e d I d e n t i f i c a t i o n S i g n a g e w i t h 1 / 4 " r a i s e d e q u i l a t e r a l t r i a n g l e wi t h 1 4 " s i d e s a n d i n t e r n a t i o n a l " M a l e " s y m b o l - p i c t o g r a m s a n d / o r le t t e r i n g a r e n o t r e q u i r e d o n d o o r - m o u n t e d s i g n ( t a p e I s n o t a l l o w e d ) . Co l o r a n d c o n t r a s t o f t r i a n g l e s h a l l b e d i s t i n c t l y d i f f e r e n t f r o m t h e ba c k g r o u n d . M o u n t c e n t e r l i n e a t + 6 0 " a b o v e f i n i s h e d f l o o r . ‡ M Do o r M o u n t e d I d e n t i f i c a t i o n S i g n a g e 1 / 4 " r a i s e d c i r c l e w i t h 1 2 " d i a m e t e r an d i n t e r n a t i o n a l " F e m a l e " s y m b o l , t h e w o r d " W O M E N " - p i c t o g r a m s an d / o r l e t t e r i n g a r e n o t r e q u i r e d o n d o o r - m o u n t e d s i g n ( t a p e I s n o t al l o w e d ) . C o l o r a n d c o n t r a s t o f c i r c l e s h a l l b e d i s t i n c t l y d i f f e r e n t f r o m t h e ba c k g r o u n d . M o u n t c e n t e r l i n e a t + 6 0 " a b o v e f i n i s h e d f l o o r . N Ri m o f u r i n a l s h a l l p r o j e c t a t l e a s t 1 4 " f r o m w a l l a n d b e l o c a t e d 1 4 " a b o v e fl o o r ( 1 7 " m a x i m u m p e r c o d e ) . F o r c e r e q u i r e d t o a c t i v a t e f l u s h v a l v e sh a l l b e 5 p o u n d s m a x i m u m a n d l o c a t e d 4 4 " m a x i m u m a b o v e f l o o r . A 30 " x 4 8 " c l e a r f l o o r s p a c e s h a l l b e p r o v i d e d f o r f o r w a r d a p p r o a c h . P He i g h t o f w a t e r c l o s e t s e a t ( f o r h a n d i c a p p e d ) s h a l l b e 1 8 " a b o v e f l o o r (1 7 " t o 1 9 " r e q u i r e d ) . F o r c e t o a c t i v a t e f l u s h s h a l l b e 5 p o u n d s m a x i m u m an d l o c a t e d 4 4 " m a x i m u m a b o v e f l o o r a n d l o c a t e d o n w i d e s i d e o f s t a l l . Lo c a t e c e n t e r l i n e o f w a t e r c l o s e t 1 8 " f r o m f i n i s h e d w a l l s u r f a c e . Q Hi g h - l o w d r i n k i n g f o u n t a i n w i t h 3 0 ” w i d e x 4 8 ” c l e a r a r e a f o r f o r w a r d ap p r o a c h . F o u n t a i n s h a l l b e 1 8 ” m i n i m u m i n d e p t h w i t h c l e a r un o b s t r u c t e d k n e e s p a c e 2 7 ” h i g h x 8 ” d e e p . T o e c l e a r a n c e s h a l l b e 9 ” hi g h x 1 7 ” d e e p f r o m f r o n t o f f o u n t a i n . L o w e r B u b b l e r s h a l l b e w i t h i n 3 6 ” of f l o o r . O p e r a t i n g m e c h a n i s m s h a l l b e l e v e r t y p e , 5 l b . m a x i m u m op e r a t i n g f o r c e . W a t e r s t r e a m s h a l l b e p a r a l l e l t o f r o n t e d g e , 4 ” mi n i m u m h i g h . B u b b l e r o r i f i c e s h a l l b e w i t h i n 6 ” o f f r o n t e d g e . A l c o v e sh a l l b e a t l e a s t 4 8 ” w i d e x 1 8 ” d e e p . R To p s u r f a c e o f d i a p e r t a b l e s h a l l b e l o c a t e d w i t h i n 3 4 ” o f f i n i s h e d f l o o r . Pr o v i d e 2 9 ” m i n i m u m h i g h k n e e s p a c e b e l o w . T Wa l l M o u n t e d S i g n a g e - m o u n t o n w a l l n e x t t o s t r i k e e d g e o f t h e d o o r a t 60 " f r o m f i n i s h f l o o r . T h e h e i g h t o f t h e L e t t e r i n g s h a l l b e 5 / 8 " m i n . t o 2 " ma x . T h e b r a i l l e s y m b o l s s h a l l b e c o n t r a c t e d g r a d e 2 . D o t s s h a l l b e 1 / 1 0 " on c e n t e r i n e a c h c e l l w i t h 2 / 1 0 " s p a c e b e t w e e n c e l l s . D o t s s h a l l b e ra i s e d a m i n i m u m o f 1 / 3 2 " a b o v e b a c k g r o u n d . RE S T R O O M A C C E S S O R Y S C H E D U L E : Ma r k Eq u i p m e n t R1 Gr a b B a r s : Bo b r i c k / B 6 2 0 6 S e r i e s , 1 1 / 2 " Ø s t a i n l e s s s t e e l g r a b b a r s w i t h st a i n l e s s s t e e l c o n c e a l e d m o u n t i n g k i t 2 5 2 2 - 3 . R2 To i l e t t i s s u e D i s p e n s e r : Bo b r i c k / B 2 8 9 2 s t a i n l e s s s t e e l s u r f a c e m o u n t e d t w i n 9 ” r o l l ti s s u e d i s p e n s e r w i t h s t a i n l e s s s t e e l c o n c e a l e d m o u n t i n g k i t 25 2 2 - 3 . R3 El e c t r i c H a n d D r y e r : Fa s t a i r e H D 0 3 r e m o t e p o w e r e d h a n d d r y e r . R e f e r t o e l e c t r i c a l pl a n s f o r a d d i t i o n a l i n f o r m a t i o n . R4 To i l e t P a r t i t i o n s ( d o o r s a n d w a l l p o s t s ) : Bo b r i c k / D u r a l i n e s o l i d p h e n o l i c d o o r s a n d w a l l p o s t s , w i t h in s t i t u t i o n a l h a r d w a r e . A l i g n t o p s a n d b o t t o m s o f d o o r s a n d wa l l p o s t s w i t h t o i l e t p a r t i t i o n s - s e e i n t e r i o r e l e v a t i o n s . Mi n i m u m d o o r w i d t h o n s t a l l s 1 8 " c l e a r . R5 Cl o t h e s H o o k : Bo b r i c k / B 2 3 3 l o w p r o f i l e s t a i n l e s s s t e e l s u r f a c e m o u n t e d cl o t h e s h o o k . P r o v i d e o n e a t r e g u l a r c o m p a r t m e n t ( a t + 6 0 " ) , tw o a t h a n d i c a p a c c e s s i b l e c o m p a r t m e n t s ( o n e a t + 6 0 " , o n e at + 4 4 " ) . RE S T R O O M F I N I S H S C H E D U L E : WO M E N ' S R E S T R O O M S - Fl o o r : mo r t a r s e t c e r a m i c t i l e Bl o c k W a l l s : ce r a m i c t i l e o v e r f l o a t e d b l o c k w a l l s Co n c . W a l l s : ce r a m i c t i l e o v e r f l o a t e d c o n c . w a l l s St u d W a l l s : 'A r m a g l a z e d ' T 1 - 1 1 p l y w o o d Ce i l i n g : st a i n e d e x p o s e d r a f t e r s / T 1 - 1 1 p l y w o o d ME N ' S R E S T R O O M S - Fl o o r : mo r t a r s e t c e r a m i c t i l e Bl o c k W a l l s : ce r a m i c t i l e o v e r f l o a t e d b l o c k w a l l s Co n c . W a l l s : ce r a m i c t i l e o v e r f l o a t e d c o n c . w a l l s St u d W a l l s : pi g m e n t e d a n t i - g r a f f i t i T 1 - 1 1 p l y w o o d Ce i l i n g : st a i n e d e x p o s e d r a f t e r s / T 1 - 1 1 p l y w o o d PL U M B I N G C H A S E S & E L E C T R I C A L R O O M S - Fl o o r : se a l e d m e d i u m b r o o m f i n i s h c o n c r e t e Bl o c k W a l l s : ex p o s e d b l o c k Co n c . W a l l s : ex p o s e d c o n c . St u d W a l l s : pi g m e n t e d a n t i - g r a f f i t i T 1 - 1 1 p l y w o o d Ce i l i n g : st a i n e d e x p o s e d r a f t e r s / T 1 - 1 1 p l y w o o d ST O R A G E R O O M S - Fl o o r : se a l e d m e d i u m b r o o m f i n i s h c o n c r e t e Bl o c k W a l l s : ex p o s e d b l o c k Co n c . W a l l s : ex p o s e d c o n c . St u d W a l l s : pi g m e n t e d a n t i - g r a f f i t i T 1 - 1 1 p l y w o o d Ce i l i n g : st a i n e d e x p o s e d r a f t e r s / T 1 - 1 1 p l y w o o d CO L O R S C H E D U L E : CE R A M I C T I L E FL O O R C- 1 DA L T I L E Po r c e a l t o G r a n i t i - T e x t u r e d 8x 8 CD 4 0 G r i g i o G r a n i t e BA S E & D R A I N C- 2 DA L T I L E Ma t c h C - 1 , w / a p p r o p r i a t e t r i m IN T E R I O R W A L L S C- 3 DA L T I L E Po r c e a l t o G r a n i t i 8x 8 CD 3 9 F u o r i d i Bi a n c o C- 4 DA L T I L E Po r c e a l t o s o l i d s & G r a n i t i 12 x 1 2 CD 4 8 G a l a x y C- 5 DA L T I L E Po r c e a l t o s o l i d s & G r a n i t i 12 x 1 2 CD 4 8 G a l a x y C- 6 DA L T I L E Po r c e a l t o G r a n i t i 8x 8 CD 3 7 N e r o Ma c c h i a t o C- 7 DA L T I L E Po r c e a l t o s o l i d s & G r a n i t i 4x 4 CD 4 7 A e g e a n EX T E R I O R W A L L S C- 8 DA L T I L E Sl a t e 12 x 1 2 31 5 0 0 5 R e d C- 9 DA L T I L E Po r c e a l t o s o l i d s & G r a n i t i 1x 6 CD 8 5 O s s i d i a n a C- 1 0 CO N C E P T S T U D I O S A l l o w a n c e EX T E R I O R W A L L S I N T E G R A L C O N C R E T E S T A I N C O L O R : D a v i s C o l o r # 5 2 3 7 S a n Di e g o B u f f No t e : al l c e r a m i c t i l e g r o u t s h a l l b e C u s t o m “ D e l o r e a n G r a y ” , u s e e p o x y g r o u t at f l o o r s a n d b a s e . LI G H T S - Ke n a l l / d a r k b r o n z e ME T A L - Ga t e s , S t e e l S c r e e n & V i n e P a n e l s : Am e r i t o n e / 1 U M 2 0 A Ho l l o w M e t a l D o o r s & F r a m e s : In t e r p o n D 2 0 0 0 P o w d e r C o a t i n g / R e d w o o d Mi s c . M e t a l C o n n e c t o r s : Du n n E d w a r d s / P C 2 1 2 0 Mi s c . F l a s h i n g : Co p p e r PR E C A S T C O N C R E T E S I G N S - Qu i c k c r e t e / C 1 2 C o l o n i a l B r i c k w i t h B l a c k c o n t r a s t i n g c o l o r RO O F I N G - AE P s p a n M e d i u m B r o w n TO I L E T D O O R S - Bo b r i c k / # 8 9 3 A t l a n t i s WO O D - ( b a c k - p r i m e a l l m e m b e r s i n c o n t a c t w i t h m a s o n r y , s a n d b l a s t a l l ex p o s e d s a w n t i m b e r s u r f a c e s ) Be a m s , R a f t e r s , T r i m & E x t e r i o r T 1 - 1 1 5 / 8 ” P l y w o o d W a l l P a n e l i n g : Ol y m p i c / # 9 1 1 s e m i - t r a n s p a r e n t In t e r i o r T 1 - 1 1 5 / 8 ” P l y w o o d W a l l P a n e l i n g a n d i t s T r i m : Ar m a g l a z e A q u a r i u s C o a t i n g s / l i g h t g r a y a s s e l e c t e d CO N C R E T E F L O O R S - Cl e a r s e a l e r R1 DR A W I N G S A N D S P E C I F I C A T I O N S 1. Dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n t e n d e d t o s h o w a n d d e s c r i b e d e t a i l s f o r a c o m p l e t e b u i l d i n g . I t i s i m p o s s i b l e t o s h o w a n d d e t a i l e a c h a n d e v e r y co n d i t i o n w i t h i n t h e b u i l d i n g . T h e c o n t r a c t o r s s h a l l e x e c u t e p a r t s a n d d e t a i l s th a t a r e n o t f u l l y s h o w n o r d e s c r i b e d a c c o r d i n g t o t h e h i g h e s t s t a n d a r d a n d cu s t o m a r y t r a d e p r a c t i c e f o r q u a l i t y w o r k a n d i n s i m i l a r m a n n e r a n d s p i r i t o f de t a i l s w h i c h a r e s h o w n o n d r a w i n g s o r d e s c r i b e d i n s p e c i f i c a t i o n s . 2. T h e b u i l d i n g s p e c i f i c a t i o n s a r e d i v i d e d i n t o s e c t i o n s f o r c o n v e n i e n c e o n l y . I t is t h e r e s p o n s i b i l i t y o f t h e C o n t r a c t o r t o d e t e r m i n e t r a d e s o r w o r k e r s re s p o n s i b l e f o r a l l i t e m s f o r a c o m p l e t e p r o j e c t . T h e s e s p e c i f i c a t i o n s i n c l u d e on l y m a j o r i n f o r m a t i o n . I n t h e a b s e n c e o f i n f o r m a t i o n , s e c u r e t h e r e v i e w a n d ap p r o v a l o f m a t e r i a l s , p r o d u c t s a n d s y s t e m s b y t h e A r c h i t e c t . I t i s a s s u m e d th a t a l l p e r s o n s a n d c o m p a n i e s p r o p o s i n g w o r k o n t h i s p r o j e c t a r e s k i l l e d i n t h e in t e r p r e t a t i o n a n d u s e o f d r a w i n g s a n d s p e c i f i c a t i o n s , a n d h a v e f o u n d t h e s e Co n t r a c t D o c u m e n t s f r e e o f a m b i g u i t i e s s u f f i c i e n t f o r b i d d i n g a n d s u c c e s s f u l co n s t r u c t i o n p u r p o s e s , o r h a v e n o t i f i e d t h e A r c h i t e c t i n w r i t i n g o f s u c h am b i g u i t i e s . RE S T R O O M D O O R S C H E D U L E : Ma r k Wi d t h He i g h t Ty p e Fr a m e HW S e t D1 3' - 0 ” 6' - 8 " Ho l l o w M e t a l Me t a l 01 D- 2 5' - 0 " 6' - 8 " Co o k s o n / C D 1 0 - 2 m a n u a l b e t w e e n j a m b pu s h - u p w i t h c o l o r c o t e a n d e x t e r i o r m o u n t e d cy l i n d e r l o c k . D- 3 5' - 6 " 6' - 8 " Co o k s o n / C D 1 0 - 2 m a n u a l b e t w e e n j a m b pu s h - u p w i t h c o l o r c o t e a n d e x t e r i o r m o u n t e d cy l i n d e r l o c k . D- 4 6' - 0 " 6' - 8 " Co o k s o n / C D 1 0 - 2 m a n u a l b e t w e e n j a m b pu s h - u p w i t h c o l o r c o t e a n d e x t e r i o r m o u n t e d cy l i n d e r l o c k . * R e f e r t o d e t a i l f o r g a t e D1 P Q 30 " x 4 8 " CL E A R S P A C E Q Q SE E N O T E Q F O R AD D I T I O N A L BU B B L E R I N F O R M A T I O N . H EL E V A T I O N PL A N SE A T P R O T E C T O R AS S C H E D U L E D TO I L E T T I S S U E DI S P E N S E R B SI D E E L E V A T I O N FA S T A I R T Y P E N N wa l l s w i t h i n 2 f t . o f fr o n t & s i d e s o f u r i n a l & w a t e r c l o s e t s h a l l be f i n i s h e d 4 f t . a b v . fl r . w / s i m i l a r m a t e r i a l s as r e q ' d f o f l o o r s t y p . re f e r t o i n t e r i o r s 2- M L T T F PL A N 8" m i n . k n e e cl e a r a n c e 6" m a x t o e cl e a r a n c e 36 " m i n . gr a b b a r fl u s h a c t i v a t o r on w i d e s i d e 42 " m i n . gr a b b a r 60 " m i n . di a . c l r . 60 " x 6 0 " le v e l a n d c l r . br a i l l e br a i l l e RE C O R D S E T 2 3 r L r-;::j (1---4--J> ~ J I \ - F t:'.J _____,__ J ~ I j,- \,---- J ! "-L_ J -----i-- ·*··--· I ' ' I ., )✓---\ C Jr; ' -I --~ ~ -~ t , , " ,,.,-----. ----.', / \ / \I\ /---\ ' ·-' I ' ·-.. ,. I / \ '· -_/ \-, / ·---~""- ·--. ·---. >----0 ' // '\ -- 1\ ' -, \_ I, ____ / l ----' ' ·-\ • \ ··~cc l ~ /r -j ___ /'·,, TI 0 0 --·n1:::_:-----.• I l - 0 " II" I ,r I fl: I 11----- ..... ) / ' l "\.... 1-J ' ' i t - I --------0 ' i I i- 0 ~ u / , T o I I I I _.:_:~.:=:.>::~I I ,,-,1 I 1 1 l \ /J---------1 I '•~;:_:;_;, I ' I I ' I ,' r -, I L ~ I I ' ' I I I ' I ,./-·•-~ I . _,_ --{-n I L -~-/ -\ 1 -t-------I • • 1 '''•~-"' ' ' ' ' n---------~ ' -'I.- 01 u-' ' '-- -~~ ~ - -, ' I I 0 t / } 7, ~ . -r l • , , ,r , _,_ -I 7 . \, / , , r , , , ~ ' . 0 t t t t / ,( I b I ), / / ----+--l -~ -~----1----~ T / , , ]~---' --/-- , I j O --',-- , O' 0 l' '' ,.,.'' ·-._ :'\ __ i '-'-i ·-. ---'- .: ·-. ·-. ·--- -C,O' ' • ' . --~•c' ~!'. ~-/)h_ -::rm ~ J.............1/ ~ ---- ~ - - - - - - -~ - - - - --1-- - - - - - - - - - - - - - - - - - pl'h ( 0 ~~ ... '-.____...,, 0 CD E P T DESIGN landscape architecture I urban design I planning 9821 Irvine Center Drive 844 East Green Street, Ste_ 201 www.eptdesign.com Irvine, CA 92618 Pasadena, CA 91 101 T 949.502.4500 T 626.795.2008 F 949.502.4510 F 626.795_2547 --.J> - ~I --1 I 1/I I ·-._ ·., Kl', '1r ------------. • "' . "' • ', 1-,__ ' ,_,, IJ " ,\II,' aUJ--/ =ta= ----/I ,'._·-, _/· ) ~ ) :-,·~"'..... _ .. ·i='::-:-._~ - - - -;:7,. --·,1·r. -,,,.-....... ~ '>/ ,. -,_ ---~.:l --~?-._;)_ -_-_~tit!~~~~ ~ ~ .. :.j· ~--~ - I ' ( ~ ' ', " :111-/1 I I_ .:::_·~11 • --' --' -' ' --------' ' ~···---q-' - - - I ' ' -w~,~~-1!~1t ~ . q / ~ r-- ' j1 8s 4 / ' 7 _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . 1713 20 2814 3915 Sc a l e : ( n o n e ) TY P I C A L C M U L I N T E L 22 16 CO N S T R U C T I O N N O T E S Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal R2 2 No t e s : 1. TY P I C A L R O O F S H E A T H I N G : 15 / 3 2 " t h i c k A P A r a t e d s h e a t h i n g , 1 6 / 0 s p a n i n d e x , e x p o s u r e 1 , w i t h 8d n a i l s a t 6 " o . c . B N a n d E N , 1 2 " o . c . f i e l d , e d g e s u n b l o c k e d . 2. TY P I C A L F L O O R S H E A T H I N G : 23 / 3 2 " t h i c k t o n g u e a n d g r o o v e , A P A r a t e d s t u r d - i - f l o o r , 1 6 " s p a n in d e x ( o r A P A r a t e d s h e a t h i n g , 3 2 / 1 6 s p a n i n d e x ) , e x p o s u r e 1 , w i t h 10 d n a i l s a t 6 " o . c . B N a n d E N , 1 0 " o . c . f i e l d , e d g e s u n b l o c k e d . 3. Fa c e o f s h e a t h i n g s h a l l b e p e r p e n d i c u l a r t o s u p p o r t s . 4. Bo u n d a r y n a i l ( B N ) p e r i m e t e r o f b u i l d i n g , r i d g e s , v a l l e y s , s h e a r w a l l s , st r u t s , & a l l c o n t i n u o u s p a n e l l e d g e s w h e r e b l o c k i n g i s i n d i c a t e d o n pl a n s co n t i n u o u s p a n e l ed g e , b o u n d a r y n a i l (B N ) w h e r e b l o c k i n g is p r o v i d e d fr a m i n g m e m b e r pe r p l a n fi e l d n a i l ( F N ) i n t e r i o r of p a n e l ed g e n a i l ( E N ) a t pa n e l e d g e s R2 3 1 x 4 l e t i n b r a c e w / (2 ) 8 d p e r s t u d , ( 3 ) 8 d at e a c h e n d ( o r u s e Si m s p o n W B w a l l br a c e ) Si m s p o n s H H h e a d e r ha n g e r ( b e n d a s re q u i r e d w h e n pe r p e n d i c u l a r w a l l ha s d o o r o r w i n d o w ) he a d e r pe r p l a n (3 ) 1 6 d t o e na i l s , t y p 4 x 4 p o s t o r (3 ) s t u d c o r n e r 2 x f i r e b l o c k i n g a t 10 ' m a x . (2 ) 2 x t o p p l a t e s w / mi n . s p l i c e - - l a p 4 8 " w/ ( 1 2 ) 1 6 d n a i l s ea c h s i d e o f s p l i c e 2 x s t u d s a t 1 6 " o c ty p tr i m m e r s t u d w / 16 d a t 1 2 " o c st a g g e r e d , t y p ki n g s t u d us e d b l . k i n g s t u d s fo r o p e n i n g w i d e r th a n 6 ' - 0 " us e d b l . t r i m m e r st u d s a t a l l h e a d e r s la r g e r t h a n 4 x 1 4 12 " m i n . de p t h o f jo i s t m a x . 'W ' m a x . 12 " m i n . 'W' R2 4 3x j o i s t d e p t h to s u p p o r t ma x . 3x j o i s t d e p t h to s u p p o r t ma x . no t c h 1 / 6 o f jo i s t d e p t h ma x . dr i l l s t a r t e r h o l e sa m e d i a m e t e r a s no t c h d e p t h 16 g a . s t e e l s t r a p w/ ( 2 ) 1 6 d e a c h en d , t y p No t e : No o t h e r n o t c h e s al l o w e d w i t h o u t pr i o r a p p r o v a l . Jo i s t N o t c h ( e l e v a t i o n ) Pl a t e N o t c h ( p l a n v i e w ) dr i l l h o l e a t p l a t e ce n t e r l i n e 16 g a . x 1 1 / 2 " w i d e x 4 t i m e s " W " w i t h (6 ) 1 6 d e a c h e n d (p r o v i d e 2 s t r a p s a t to p p l a t e h o l e s ) No t e : 1. No h o l e s o r n o t c h e s i n p l a t e s l a r g e r t h a n . 5 " W " al l o w e d w i t h o u r p r i o r a p p r o v a l . 2. Th i s d e t a i l i s n o t t o b e u s e d a t s h e a r w a l l s w i t h o u t pr i o r a p p r o v a l . 40 % m a x . n o t c h : 1 3 / 8 " a t 2 x 4 ' s , 2 1 / 8 " a t 2 x 6 ' s 5/ 8 " m i n . e d g e d i s t a n c e , t y p . 25 % m a x . n o t c h : 7 8 " a t 2 x 4 ' s , 1 3 / 8 " a t 2 x 6 ' s 5/ 8 " m i n . e d g e d i s t a n c e , t y p . R2 5 No t e : 1. Do n o t u s e t h i s d e t a i l a t sh e a r w a l l s . 2. No t c h i n g a n d b o r i n g ar e n o t t o o c c u r a t sa m e s t u d s e c t i o n . 60 % m a x . b o r e : 2 " Ø ma x . a t 2 x 4 ' s , 3 1 / 4 " Ø m a x . a t 2 x 6 ' s ( d o n o t b o r e mo r e t h a n t w o su c c e s s i v e d o u b l e st u d s ) No n - B e a r i n g S t u d s Ex t e r i o r & B e a r i n g S t u d s Do u b l e S t u d s wi d t h o f s t u d m a x , ty p a t a l l s t u d s 60 % m a x . b o r e : 2" Ø a t 2 x 4 ' s , 3 1 / 4 " Ø a t 2 x 6 ' s wi d t h o f s t u d m a x , ty p a t a l l s t u d s 40 % m a x . b o r e : 1 3 / 8 " Ø a t 2 x 4 ' s , 2 1 / 8 " Ø a t 2 x 6 ' s TY P . S T U D W A L L Sc a l e : ( n o n e ) R2 6 bl o c k i n g ty p . fi e l d na i l i n g to p pl a t e s pe r pl a n s he a d e r pe r pl a n s wa l l sh e a t h i n g pe r p l a n s po s t p e r pl a n s , wh e r e in d i c a t e d ed g e na i l i n g ho l d o w n p e r p l a n wh e r e i n d i c a t e d , u s e tr i m m e r s t u d - - d o no t c o u n t e r s i n k b o l t s an c h o r b o l t s p e r p l a n (2 m i n . ) w / 1 / 4 " x 3 " s q r . pl a t e w a s h e r ( w i t h o p t i o n a l 1 3 / 4 " d i a g o n a l s l o t ) & c u t wa s h e r a b o v e p l a t e w a s h e r al t e r n a t e ho l d o w n lo c a t i o n fi n . f l r . pl a t e wa s h e r p l a n 4d (2 1 / 2 " m i n . 12d (4" min.) 6d (8 1/2" min.) 6 d (4 " m i n . ) dd 48 x d 2 l a p ( 2 4 " m i n . ) 48 x d 2 l a p ( 2 4 " m i n . ) d2 d1 d1 d2 TY P . R E I N F O R C I N G Sc a l e : ( n o n e ) FD 4 1 1 6 ØSt a n d a r d H o o k s a n d B e n d s 90 ° 45 ° 18 0 ° Ø = 6 d f o r # 2 t h r u # 7 Ø = 8 d f o r # 8 t h r u # 1 1 Ti e s a n d S t i r r u p s 90 ° 13 5 ° Of f s e t s a n d S p l i c e s La p S p l i c e s wi r e t i e s wi r e t i e s Ø Ø Ø Ø Ø 10 ' - 0 " m i n . 1' - 6 " m i n . 4" min. 9" min.9" min. 3'-0" min. 90% density FD 4 0 No t e : Pi p e s m o r e t h a n 3 ' - 0 " b e l o w b o t t o m o f f o o t i n g t r e n c h m a y b e b a c k f i l l e d wi t h c o m p a c t e d f i l l p e r s o i l s r e p o r t . D o n o t t r e n c h b e n e a t h f o o t i n g a f t e r i t ha s b e e n p o u r e d . TY P . P I P E T R E N C H Sc a l e : ( n o n e ) st e m w a l l wh e r e oc c u r s bu i l d i n g fo o t i n g fi n i s h e d gr a d e sl e e v e pi p e ba c k f i l l pe r s o i l s re p o r t sl e e v e pi p e co n c r e t e f i l l s a m e w i d t h a s f o o t i n g , pl a c e d b e f o r e f o o t i n g i s p o u r e d bo t t o m o f t r e n c h s h a l l n o t ex t e n d b e y o n d t h i s l i n e 1 2 2 1 la p la p lap lap la p la p TY P . R E I N F O R C I N G L A Y O U T FD 4 2 in t e r s e c t i o n co r n e r al t e r n a t e c o r n e r l a p 4 8 b a r di a m e t e r s (2 ' - 0 " m i n . ) pe r n o t e s Si n g l e L a y e r R e i n f o r c i n g in t e r s e c t i o n co r n e r al t e r n a t e c o r n e r Do u b l e L a y e r R e i n f o r c i n g re i n f o r c i n g s i z e & sp a c i n g p e r p l a n s & d e t a i l s Sc a l e : ( n o n e ) TY P . S H E A T H I N G Sc a l e : ( n o n e ) TY P . S T U D N O T C H Sc a l e : ( n o n e ) TY P . S T U D W A L L Sc a l e : ( n o n e ) TY P . J S T . / R A F T . N O T C H Sc a l e : ( n o n e ) lap la p la p lap lap 97 1 1 6 - 0 9 a 3 co r n e r in t e r s e c t i o n al t . c o r n e r (2 ) # 5 v e r t . ba r s u n o al t e r n a t e b e n d s (2 ) # 5 v e r t . ba r s u n o co r n e r b a r s s a m e s i z e an d s p a c i n g a s h o r i z o n t a l re i n f o r c i n g , t y p fo o t i n g o r g r a d e be a m b e l o w p e r pl a n 18 0 ° s t a n d a r d h o o k at a l l h o r i z o n t a l re i n f o r c i n g o r a d d e d do w e l s ( a s s h o w n ) wh i c h s h a l l m a t c h ho r i z o n t a l r e i n f . si z e a n d s p a c i n g (2 ) # 5 v e r t i c a l ja m b o r e n d b a r s , ty p u n o en d w a l l o r o p e n i n g pl a n v i e w o f s i n g l e l a y e r r e i n f o r c i n g la p - in d i c a t e s r e i n f o r c i n g l a p , r e f e r t o re i n f o r c i n g n o t e s TY P . C M U W A L L R E I N F . Sc a l e : ( n o n e ) (2 ) # 5 j a m b b a r s un o 48 bar Ø lap uno ty p . r e i n f o r c i n g pe r f o u n d a t i o n de t a i l s do o r op e n i n g (2 ) # 5 l i n t e l b a r s un o fo o t i n g d o w e l s to m a t c h v e r t i c a l re i n f o r c i n g u n o i n fo u n d a t i o n d e t a i l s (w / 9 0 ° s t d h o o k ) (2 ) # 5 b a r s a t t o p of w a l l TY P . C M U W A L L Sc a l e : ( n o n e ) 97 1 1 6 - 0 4 a 3 li n t e l / s i l l B ve r t i c a l b a r s ho r i z o n t a l b a r s 18 0 ° s t d h o o k li n t e l b a r s 'U ' l i n t e l u n i t lap - refer to reinforcing notes ad d t i e s t o m a t c h ve r t i c a l r e i n f o r c i n g si z e a n d s p a c i n g to p o f w a l l A to p b a r s ve r t i c a l b a r s ho r i z o n t a l b a r s cm u w a l l Sc a l e : ( n o n e ) TY P I C A L C M U L I N T E L h h t 48d (24" min.) t h h 48 d ( 2 4 " m i n . ) 1. 5 x h 2 x h 3" clr. typ TY P I C A L S T E P P E D F T G . Sc a l e : 1 " = 1 ' - 0 " FD 3 8 co n c r e t e o r ma s o n r y w a l l do w e l s i z e & sp a c i n g t o m a t c h ve r t i c a l r e i n f o r c i n g op t i o n a l sl o p e h = 1 ' - 6 " m a x i m u m t = t h i c k n e s s o f c o n t i n u o u s f o o t i n g re i n f o r c i n g p e r pl a n CO N S T . N O T E S TY P . D E T A I L S A- 6 no t e : c o n c r e t e co n s t r u c t i o n s i m i l a r no t e : c o n c r e t e co n s t r u c t i o n s i m i l a r no t e : c o n c r e t e co n s t r u c t i o n s i m i l a r 20 0 7 C B C C O N S T R U C T I O N N O T E S : Ge n e r a l : 1. A l l d e t a i l s , s e c t i o n s a n d n o t e s s h o w n o n t h e d r a w i n g s a r e i n t e n d e d t o b e ty p i c a l a n d s h a l l a p p l y t o s i m i l a r s i t u a t i o n s e l s e w h e r e , u n l e s s n o t e d ot h e r w i s e . N o t e s a n d d e t a i l s o n d r a w i n g s t a k e p r e c e d e n c e o v e r g e n e r a l no t e s a n d t y p i c a l d e t a i l s . 2. A l l w o r k m a n s h i p a n d m a t e r i a l s s h a l l c o n f o r m t o t h e r e q u i r e m e n t s o f t h e go v e r n i n g b u i l d i n g c o d e . 3. R e f e r t o a r c h i t e c t u r a l d r a w i n g s f o r d o o r s , w i n d o w s , n o n - b e a r i n g i n t e r i o r a n d ex t e r i o r w a l l s , e l e v a t i o n s , s l o p e s , s t a i r s , c u r b s , d r a i n s , d e p r e s s i o n s , r a i l i n g s , wa t e r p r o o f i n g , f i n i s h e s , e t c . 4. C o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d c o n d i t i o n s a t t h e s i t e a n d s h a l l re p o r t a n y d i s c r e p a n c i e s t o t h e a r c h i t e c t / s t r u c t u r a l e n g i n e e r . T h e co n t r a c t o r s h a l l b e r e s p o n s i b l e f o r c o o r d i n a t i o n o f a l l w o r k a n d m a t e r i a l s in c l u d i n g t h o s e f u r n i s h e d b y s u b - c o n t r a c t o r s . 5. A l l A S T M d e s i g n a t i o n s s h a l l b e a s a m e n d e d t o d a t e u n l e s s n o t e d o t h e r w i s e . 6. A l l o m i s s i o n s o r c o n f l i c t s b e t w e e n t h e v a r i o u s e l e m e n t s o f t h e w o r k i n g dr a w i n g s ( a n d / o r a r c h i t e c t u r a l s p e c i f i c a t i o n s , w h e r e a p p l i c a b l e ) s h a l l b e br o u g h t t o t h e a t t e n t i o n o f t h e a r c h i t e c t / s t r u c t u r a l e n g i n e e r b e f o r e pr o c e e d i n g w i t h a n y o f t h e w o r k i n v o l v e d . 7. A l l c o n c r e t e i s d e s i g n e d b y u l t i m a t e s t r e n g t h d e s i g n . 8. R e f e r t o t h e a r c h i t e c t u r a l s p e c i f i c a t i o n ( w h e r e a p p l i c a b l e ) f o r i n f o r m a t i o n no t c o v e r e d b y t h e s e G e n e r a l N o t e s o r t h e s t r u c t u r a l d r a w i n g s . 9. C o n t i n u o u s ( o r s p e c i a l ) i n s p e c t i o n s h a l l m e a n i n s p e c t i o n d o n e c o n t i n u o u s l y by a r e g i s t e r e d d e p u t y i n s p e c t o r c u r r e n t l y l i c e n s e d b y t h e c i t y a n d ap p r o v e d b y t h e a r c h i t e c t a n d e n g i n e e r . 10 . C o n t r a c t o r a g r e e s t h a t i n a c c o r d a n c e w i t h g e n e r a l l y a c c e p t e d co n s t r u c t i o n p r a c t i c e s , c o n t r a c t o r w i l l b e r e q u i r e d t o a s s u m e s o l e a n d co m p l e t e r e s p o n s i b i l i t y f o r j o b s i t e c o n d i t i o n s d u r i n g t h e c o u r s e o f co n s t r u c t i o n o f t h e p r o j e c t , i n c l u d i n g s a f e t y o f a l l p e r s o n s a n d p r o p e r t y ; th a t t h i s r e q u i r e m e n t s h a l l b e m a d e t o a p p l y c o n t i n u o u s l y a n d n o t b e li m i t e d t o n o r m a l w o r k i n g h o u r s , a n d c o n t r a c t o r f u r t h e r a g r e e s t o d e f e n d , in d e m n i f y a n d h o l d d e s i g n p r o f e s s i o n a l s h a r m l e s s f r o m a n y a n d a l l l i a b i l i t y , re a l o r a l l e g e d , i n c o n n e c t i o n w i t h t h e p e r f o r m a n c e o f w o r k o n t h i s p r o j e c t , ex c e p t i n g l i a b i l i t y a r i s i n g f r o m t h e s o l e n e g l i g e n c e o f d e s i g n . 11 . T h e d e s i g n , a d e q u a c y a n d s a f e t y o f e r e c t i o n b r a c i n g , s h o r i n g , t e m p o r a r y su p p o r t s , e t c . , i s t h e s o l e r e s p o n s i b i l i t y o f t h e c o n t r a c t o r , a n d h a s n o t b e e n co n s i d e r e d b y t h e s t r u c t u r a l e n g i n e e r . V i b r a t i o n a l e f f e c t s o f m e c h a n i c a l eq u i p m e n t h a v e n o t b e e n c o n s i d e r e d b y t h e s t r u c t u r a l e n g i n e e r . T h e co n t r a c t o r i s r e s p o n s i b l e f o r t h e s t a b i l i t y o f t h e s t r u c t u r e p r i o r t o t h e ap p l i c a t i o n o f a l l w a l l s , r o o f a n d f l o o r d i a p h r a g m s a n d f i n i s h m a t e r i a l . Co n t r a c t o r s h a l l p r o v i d e t h e n e c e s s a r y b r a c i n g t o p r o v i d e s t a b i l i t y p r i o r t o th e a p p l i c a t i o n o f t h e a f o r e m e n t i o n e d m a t e r i a l s . 12 . O b s e r v a t i o n v i s i t s t o t h e s i t e b y t h e a r c h i t e c t / e n g i n e e r ' s f i e l d r e p r e s e n t a t i v e sh a l l n e i t h e r b e c o n s t r u e d a s i n s p e c t i o n n o r a p p r o v a l o f c o n s t r u c t i o n . 13 . D u r i n g a n d a f t e r c o n s t r u c t i o n , b u i l d e r a n d / o r o w n e r s h a l l k e e p l o a d s o n st r u c t u r e w i t h i n t h e l i m i t s o f d e s i g n l o a d s . 14 . I n n o c a s e s h a l l w o r k i n g d i m e n s i o n s b e s c a l e d f r o m p l a n s , s e c t i o n s o r d e t a i l s on t h e d r a w i n g s . 15 . S h o p d r a w i n g s s h a l l b e s u b m i t t e d t o t h e b u i l d i n g d e p a r t m e n t , a r c h i t e c t / st r u c t u r a l e n g i n e e r p r i o r t o f a b r i c a t i o n w i t h s u f f i c i e n t t i m e f o r r e v i e w o f de s i g n i n t e n t ( m i n i m u m o f 1 0 w o r k i n g d a y s ) . 16 . F o r p r o p e r f i e l d o b s e r v a t i o n , t h e a r c h i t e c t / s t r u c t u r a l e n g i n e e r s h a l l b e no t i f i e d o f t h e v a r i o u s c o n s t r u c t i o n p h a s e s . Sp e c i a l I n s p e c t i o n & F i e l d O b s e r v a t i o n : 1. S p e c i a l I n s p e c t i o n s h a l l b e p r o v i d e d i n a c c o r d a n c e w i t h C B C C h a p t e r 1 7 fo r t h e f o l l o w i n g p r o c e d u r e s : a. S t r u c t u r a l w e l d i n g ( e x c e p t w e l d i n g p e r f o r m e d b y a n a p p r o v e d fa b r i c a t o r ’ s s h o p ) p e r C B C 1 2 7 0 1 . 5 . 5 . b. F i e l d w e l d i n g ( n o n e i s a n t i c i p a t e d , b u t m a y b e r e q u i r e d d u e t o f i e l d co n d i t i o n s ) . c. E p o x i e d a n c h o r b o l t i n s t a l l a t i o n . 2. S t r u c t u r a l o b s e r v a t i o n b y t h e a r c h i t e c t / e n g i n e e r i s n o t r e q u i r e d f o r t h i s pr o j e c t . Co n c r e t e : 1. A l l c o n c r e t e c o n s t r u c t i o n p e r C a l i f o r n i a B u i l d i n g C o d e , C h a p t e r 1 9 . 2. C o n c r e t e t o o b t a i n a 2 8 d a y c o m p r e s s i v e s t r e n g t h o f 4 , 5 0 0 p s i . A t co n t r a c t o r ' s o p t i o n , c o n t r a c t o r m a y p r o v i d e d o c u m e n t a t i o n t h a t s u l f a t e co n c e n t r a t i o n i s l e s s t h a n . 0 2 % a n d u s e 2 , 5 0 0 p s i c o n c r e t e . 3. 2 , 5 0 0 p s i c o n c r e t e m i x : m i n i m u m o f 5 s a c k s o f c e m e n t p e r c u b i c y a r d o f co n c r e t e , m a x i m u m o f 7 . 5 g a l l o n s o f w a t e r p e r 9 4 p o u n d s a c k o f c e m e n t , ma x i m u m s l u m p o f 4 " . C e m e n t s h a l l c o n f o r m t o A S T M C 1 5 0 , T y p e I I ( o r en g i n e e r e d m i x d e s i g n t o s t r e n g t h ) . 4. H a r d r o c k a g g r e g a t e s s h a l l c o n f o r m t o A S T M C 3 3 . T h e i r m a x i m u m s i z e s h a l l be 1 1 / 2 " i n c h e s f o r f o o t i n g s , c a i s s o n s a n d g r a d e b e a m s a n d 1 i n c h f o r a l l ot h e r w o r k . 5. C o n c r e t e c o v e r a t r e i n f o r c i n g s h a l l b e a s f o l l o w s : a) p o u r e d a g a i n s t e a r t h - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 " c l e a r b) e x p o s e d t o e a r t h b u t p o u r e d a g a i n s t f o r m s - - - - - - - - - 2 " c l e a r c) s l a b s o n g r a d e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a t m i d - h e i g h t d) m a i n b a r s i n b e a m s a n d c o l u m n s - - - - - - - - - - - - - - - - - - - - - - - 1 1 / 2 " c l e a r e) b a r s p a r a l l e l t o c o l d j o i n t s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 " c l e a r 6. R e i n f o r c i n g s h a l l h a v e a m i n i m u m l a p o f 4 8 b a r d i a m e t e r s o r 2 ' - 0 " , wh i c h e v e r i s l a r g e r , u n l e s s n o t e d o t h e r w i s e . 7. A l l r e i n f o r c i n g s t e e l , d o w e l s , a n c h o r b o l t s , a n d o t h e r i n s e r t s s h a l l b e s e c u r e d in p o s i t i o n p r i o r t o p o u r i n g c o n c r e t e . 8. C o n t i n u o u s b y a n a p p r o v e d d e p u t y i n s p e c t o r i s r e q u i r e d w h e n t h e d e s i g n of t h e c o n c r e t e e x c e e d s 2 , 5 0 0 p s i . ( N o t e t h a t f o u n d a t i o n d e s i g n i s b a s e d up o n 2 , 5 0 0 p s i , s o i n s p e c t i o n i s n o t r e q u i r e d f o r f o u n d a t i o n , b a s e d u p o n st r e n g t h . ) 9. A n c h o r b o l t s s h a l l b e e m b e d d e d i n t o c o n c r e t e p e r C B C T a b l e 1 9 - D , u n l e s s no t e d o t h e r w i s e . 10 . A l l e p o x y a n c h o r b o l t s s h a l l b e S i m p s o n " R F B " a n c h o r b o l t s w i t h S i m p s o n "S E T " e p o x y a d h e s i v e ( p e r I C C E S R - 1 7 7 2 ) . D e s i g n v a l u e s ( b a s e d u p o n 2 , 0 0 0 ps i c o n c r e t e , p r o v i d e s p e c i a l i n s p e c t i o n u n o ) : Bo l t D i a m e t e r 1/ 2 " Ø 5 / 8 " Ø 3 / 4 " Ø Dr i l l B i t D i a m e t e r 5 / 8 " Ø 3 / 4 " Ø 7 / 8 " Ø Mi n . , E m b e d m e n t 4 1 / 4 " 5 " 6 3 / 4 " Mi n . S p a c i n g 6" 7 1 / 2 " 9 " Mi n . E d g e D i s t a n c e 3 1 / 4 " 3 3 / 4 " 5 " Al l o w . S h e a r 1, 8 7 0 l b s . 2 , 9 4 0 l b s . 4 , 2 5 0 l b s . Al l o w . T e n s i o n 2, 3 2 0 l b s . 3 , 9 1 5 l b s . 6 , 2 3 5 l b s . Re i n f o r c i n g S t e e l : 1. R e i n f o r c i n g s t e e l s h a l l b e n e w s t o c k e p o x y c o a t e d d e f o r m e d b a r s co n f o r m i n g t o A S T M A 6 1 5 a) # 4 b a r s a n d s m a l l e r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G r a d e 4 0 b) # 5 b a r s a n d l a r g e r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G r a d e 6 0 2. E l e c t r i c w e l d e d w i r e m e s h s h a l l c o n f o r m t o e p o x y c o a t e d A S T M A 1 8 5 (e x c e p t a t s l a b s o n g r a d e w h i c h m a y b e e p o x y c o a t e d G R 4 0 ) . 3. A l l b a r s s h a l l b e f r e e o f l o o s e a n d f l a k y r u s t a n d s c a l e , g r e a s e , o r o t h e r ma t e r i a l s w h i c h m i g h t a f f e c t o r i m p a i r b o n d . 4. A l l b e n d s t o b e m a d e c o l d . 5. B a r s n o t e d " C O N T . " , t y p i c a l w a l l r e i n f o r c i n g a n d v e r t i c a l c o l u m n r e i n f o r c i n g sh a l l b e l a p p e d 4 8 b a r d i a m e t e r s ( 2 4 " m i n . ) a t a l l s p l i c e s . S t a g g e r a d j a c e n t sp l i c e s i n h o r i z o n t a l w a l l r e i n f o r c i n g 4 ' - 0 " m i n i m u m . 6. # 5 a n d l a r g e r b a r s s h a l l n o t b e r e - b e n t w i t h o u t p r i o r a p p r o v a l . 7. A l l w e l d e d r e i n f o r c i n g s t e e l s h a l l b e A S T M A 7 0 6 . L o w h y d r o g e n E 9 0 X X we l d i n g r o d s s h a l l b e u s e d f o r w e l d i n g o f r e i n f o r c i n g b a r s . A l l w e l d i n g o f re i n f o r c i n g r o d s s h a l l b e b y a n a p p r o v e d f a b r i c a t o r o r h a v e c o n t i n u o u s in s p e c t i o n b y a n a p p r o v e d t e s t i n g l a b o r a t o r y . Wo o d : 1. A l l w o o d c o n s t r u c t i o n p e r C a l i f o r n i a B u i l d i n g C o d e , C h a p t e r 2 3 . 2. A l l s t r u c t u r a l l u m b e r s h a l l b e D o u g l a s F i r L a r c h , u n l e s s n o t e d o t h e r w i s e , a n d co n f o r m t o t h e g r a d i n g r u l e s o f t h e W e s t e r n W o o d P r o d u c t s A s s o c i a t i o n (W W P A ) . R e f e r t o a r c h i t e c t u r a l d r a w i n g s f o r a d d i t i o n a l a p p e a r a n c e re q u i r e m e n t s . a) 2 x l u m b e r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G r a d e # 2 b) 4 x l u m b e r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G r a d e # 1 c) 6 x b e a m s , l e d g e r s a n d p o s t s - - - G r a d e # 1 d) s t u d s ( u n o . o n p l a n s ) 1) f r o m 0 f t . . t o 8 f t - - - - - - - - - - - - - - 2 x 4 S t u d G r a d e f) d e c k i n g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C o m m e r c i a l D e x g) t r e l l i s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G r a d e # 2 , F r e e o f H e a r t C e n t e r (A l l o t h e r s w i l l b e r e j e c t e d . ) h) s i l l p l a t e s ( p t d f ) - - - - - - - - - - - - - - - - - - - - - - - C o n s t o r b e t t e r j) t o p & b o t t o m p l a t e s - - - - - - - - - - - - - - - C o n s t o r b e t t e r k) b l o c k i n g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S t d o r b e t t e r No t e : A l l e x p o s e d w o o d ( b o t h i n t e r i o r a n d e x t e r i o r ) s h a l l h a v e r e s a w n o r sa n d b l a s t e d t e x t u r e o n n o n - c o n c e a l e d f a c e s . 3. A l l s h e a t h i n g s h a l l b e s t a m p e d b y t h e A m e r i c a n P l y w o o d A s s o c i a t i o n ( A P A ) an d s h a l l c o n f o r m t o t h e U . S . P r o d u c t S t a n d a r d ( P S 1 ) w i t h e x t e r i o r g l u e . Co m p o s i t e o r n o n - v e n e e r e d p a n e l s : c o m p l y w i t h N a t i o n a l R e s e a r c h B o a r d re p o r t N E R - 1 0 8 . S u b - f l o o r a d h e s i v e : A P A S p e c i f i c a t i o n A F G - 0 1 . I n s t a l l pl y w o o d a n d n o n - v e n e e r e d p a n e l s p e r A P A C o n s t r u c t i o n G u i d e , l a t e s t ed i t i o n . R e f e r t o s t r u c t u r a l f r a m i n g p l a n s f o r t h i c k n e s s a n d t y p e o f f l o o r a n d ro o f s h e a t h i n g . R e f e r t o S h e a r W a l l n o t e s f o r s i z e a n d t y p e o f w a l l s h e a t h i n g . 4. N a i l i n g o f h o r i z o n t a l a n d v e r t i c a l d i a p h r a g m s s h a l l b e i n s p e c t e d a n d ap p r o v e d b y t h e b u i l d i n g d e p a r t m e n t p r i o r t o c o v e r i n g . 5. A l l n a i l s i n p r e s s u r e t r e a t e d l u m b e r s h a l l b e G 9 0 h o t d i p p e d g a l v a n i z e d ( . 9 0 oz / s f ) , m i n i m u m . A l l n a i l s e x p o s e d t o w e a t h e r s h a l l b e c o m m o n a n d h o t - di p p e d g a l v a n i z e d ( G 6 0 ) m i n i m u m . A l l o t h e r n a i l s u s e d i n t i m b e r - t o - t i m b e r co n n e c t i o n s s h a l l b e c o m m o n o r c o a t e d s i n k e r n a i l s . N a i l i n g s h a l l c o n f o r m to t h e a p p l i c a b l e b u i l d i n g c o d e . A l l n a i l s c o n n e c t i n g p r e - m a n u f a c t u r e d me t a l i t e m s ( c o n n e c t o r s , h a n g e r s , s t r a p s , e t c . ) t o t i m b e r s h a l l c o n f o r m t o th e m a n u f a c t u r e r ' s c a t a l o g u e s i z e a n d g a u g e r e c o m m e n d a t i o n s a n d ap p l i c a b l e I C C r e p o r t s . A l l f a b r i c a t e d m e t a l c o n n e c t o r s a n d t h e i r f a s t e n e r s sh a l l b e h o t d i p p e d g a l v a n i z e d . 6. A l l s t u d w a l l s s h a l l h a v e f i r e b l o c k i n g a t 1 0 ' - 0 " o c m a x i m u m . A l l s t u d w a l l s wi t h o u t f i n i s h m a t e r i a l s o n b o t h s i d e s s h a l l b e b l o c k e d a t 6 ' - 0 " o c m a x i m u m . 7. W h e r e w o o d i s i n c o n t a c t w i t h c o n c r e t e o r m a s o n r y , u s e p r e s s u r e t r e a t e d Do u g l a s F i r o r s h e e t m e t a l c o n n e c t o r s . 8. U n l e s s o t h e r w i s e s p e c i f i e d , a l l s i l l p l a t e s i n c o n t a c t w i t h c o n c r e t e o r m a s o n r y sh a l l b e b o l t e d t o t h e c o n c r e t e o r m a s o n r y w i t h h o t d i p p e d g a l v a n i z e d 5 / 8 " di a m e t e r b o l t s a t 4 ' - 0 " o c . No t e : a) A l l b o l t s s h a l l e x t e n d a m i n i m u m o f 7 " i n t o f o o t i n g , w i t h 5 " m i n i m u m in t o t h e f i r s t p o u r o f c o n c r e t e . b) P r o v i d e a m i n i m u m o f t w o a n c h o r b o l t s p e r p i e c e o f s i l l p l a t e w i t h o n e bo l t l o c a t e d w i t h i n 1 2 " o f t h e e n d . c) P r o v i d e 1 / 4 ” x 3 ” x 3 ” s t e e l p l a t e w a s h e r s ( w i t h 1 3 / 4 " d i a g o n a l s l o t s ) an d c u t w a s h e r ( a b o v e p l a t e w a s h e r ) a t a l l s i l l p l a t e a n c h o r b o l t s . 9. A l l b o l t h e a d s a n d n u t s w h i c h b e a r a g a i n s t t h e f a c e o f w o o d m e m b e r s s h a l l be p r o v i d e d w i t h w a s h e r s . 10 . H o l e s i n s t r u c t u r a l m e m b e r s f o r p i p e s a n d c o n d u i t s s h a l l c o m p l y w i t h t h e bu i l d i n g c o d e . 11 . M i n i m u m s p l i c e n a i l i n g o f d o u b l e p l a t e s s h a l l b e a s f o l l o w s u n l e s s o t h e r w i s e sp e c i f i e d : ( 1 2 ) 1 6 d e a c h s i d e o f s p l i c e w i t h n o a d j a c e n t s p l i c e w i t h i n 4 ' - 0 " . Re f e r t o t y p i c a l d e t a i l o n t h i s s h e e t . 12 . F a c e n a i l t w o p i e c e b u i l t - u p b e a m s w i t h 1 6 d a t 1 2 " o c a t t o p a n d b o t t o m . Fa c e n a i l m e m b e r s o f t h r e e a n d f o u r p i e c e b u i l t - u p b e a m s w i t h 1 6 d a t 1 2 " oc a t t o p a n d b o t t o m t o a l t e r n a t e s i d e s o f b e a m . P r o v i d e a d d i t i o n a l r o w of n a i l i n g a t a l l b e a m s g r e a t e r t h a n 1 2 " d e e p . 13 . B a l l o o n f r a m e a l l s t u d w a l l s a t s l o p i n g c e i l i n g s . 14 . P r e - d r i l l a l l h o l e s f o r 2 0 d a n d l a r g e r n a i l s , s p i k e s a n d l a g b o l t s . l e a d h o l e s f o r la g s s h a l l b e a s f o l l o w s : a) S h a n k p o r t i o n - s a m e d i a m e t e r a n d l e n g t h a s s h a n k . b) T h r e a d e d p o r t i o n - 6 0 t o 7 5 % o f t h e d i a m e t e r o f t h r e a d a n d s a m e le n g t h a s t h r e a d . 15 . A l l p r e - m a n u f a c t u r e d m e t a l i t e m s ( c o n n e c t o r s , h a n g e r s , s t r a p s , e t c . ) s h a l l be b y S i m p s o n S t r o n g T i e C o m p a n y o r T o b i n S t e e l C o m p a n y u n l e s s n o t e d ot h e r w i s e . R e f e r t o N o t e 7 a b o v e c o n c e r n i n g n a i l i n g . Na i l i n g S c h e d u l e : Co n n e c t i o n Na i l i n g Jo i s t t o s i l l o r g i r d e r , t o e n a i l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 3 ) 8 d Si l l p l a t e t o j o i s t o r b l o c k i n g , f a c e n a i l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 6 d a t 1 6 " o . c . To p p l a t e t o s t u d , e n d n a i l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 2 ) 1 6 d St u d t o s i l l p l a t e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 4 ) 8 d t o e n a i l o r (2 ) 1 6 d e n d n a i l Do u b l e s t u d s , f a c e n a i l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 6 d a t 8 " o . c . Do u b l e d t o p p l a t e s , f a c e n a i l s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 6 d a t 1 6 " o . c . To p p l a t e s , l a p s a n d i n t e r s e c t i o n s , f a c e n a i l - - - - - - - - - - - - - - - - - - - - - - ( 4 ) 1 6 d Co n t i n u o u s h e a d e r t o s t u d , t o e n a i l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 4 ) 8 d Ra f t e r t o p l a t e , t o e n a i l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 3 ) 8 d Bu i l t - u p c o r n e r s t u d s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 6 d a t 2 4 " o . c . 2 x p l a n k s / d e c k i n g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 2 ) 1 6 d a t e a c h be a r i n g Co n c r e t e M a s o n r y U n i t ( C M U ) : 1. A l l m a s o n r y c o n s t r u c t i o n p e r C a l i f o r n i a B u i l d i n g C o d e , C h a p t e r 2 1 . 2. R e i n f o r c e d b l o c k m a s o n r y : a s s u m e d d e s i g n s t r e n g t h f ' m = 1 , 5 0 0 p s i . 3. U n i t s s h a l l b e n o r m a l w e i g h t ( o r l i g h t e r ) c o n c r e t e b l o c k , G r a d e N , co n f o r m i n g t o A S T M C 9 0 w i t h a m i n i m u m c o m p r e s s i v e s t r e n g t h o f 2 , 0 0 0 p s i . 4. G r o u t s h a l l b e o f f l u i d c o n s i s t e n c y , g r o u t m i x s h a l l b e ( b y v o l u m e ) 1 p a r t ce m e n t , 3 p a r t s s a n d ( f i n e g r o u t ) a n d m a y c o n t a i n a n a d d i t i o n a l 2 p a r t s pe a g r a v e l i f s p a c e s a r e 4 i n c h e s o r m o r e i n e v e r y d i r e c t i o n ( c o a r s e g r o u t ) . f' c = 2 , 0 0 0 p s i a t 2 8 d a y s . G r o u t s h a l l b e m e c h a n i c a l l y c o n s o l i d a t e d (v i b r a t e d ) p e r C B C 2 1 0 4 . 6 . 2 . 5. M o r t a r s h a l l b e T y p e S , ( b y v o l u m e ) 1 p a r t P o r t l a n d c e m e n t , 3 1 / 2 p a r t s sa n d , 1 / 4 t o 1 / 2 p a r t s l i m e p u t t y o r h y d r a t e d l i m e . f ' c = 2 , 0 0 0 p s i a t 2 8 d a y s . 6. R e i n f o r c i n g s h a l l h a v e a m i n i m u m l a p o f 4 8 b a r d i a m e t e r s o r 2 ' - 0 " w h i c h ev e r i s l a r g e r , u n l e s s n o t e d o t h e r w i s e . 7. A l l b l o c k w a l l s t o b e r u n n i n g b o n d , u n l e s s n o t e d o t h e r w i s e . 8. C o n c r e t e s u r f a c e s s h a l l b e c l e a n e d o f a l l l a i t a n c e p r i o r t o s e t t i n g b l o c k s . 9. G r o u t s o l i d a l l c e l l s o f c m u w a l l s . 10 . A l l e x p a n s i o n a n c h o r b o l t s i n C M U s h a l l b e I T W R a m s e t " R e d h e a d D y n a b o l t Sl e e v e A n c h o r " ( p e r I C B O R R 1 3 7 2 ) . D e s i g n v a l u e s ( b a s e d u p o n m e d i u m we i g h t C M U , n o s p e c i a l i n s p e c t i o n u n o ) : Bo l t D i a m e t e r 1/ 2 " Ø 5 / 8 " Ø 3 / 4 " Ø In s t a l l a t i o n T o r q u e * * * Mi n . , E m b e d m e n t 2 1 / 4 " " 2 3 / 4 " 3 1 / 4 " Mi n . S p a c i n g 6" 7 1 / 2 " 9 " Mi n . E d g e D i s t a n c e 3 " 3 3 / 4 " 4 1 / 2 " Al l o w . S h e a r 1, 0 0 0 l b s . 1 , 6 1 0 l b s . 2 , 5 5 0 l b s . Al l o w . T e n s i o n 2 6 0 l b s . 3 5 0 l b s . 5 2 5 l b s . * R e f e r t o m a n u f a c t u r e r ' s i n s t r u c t i o n s f o r i n s t a l l a t i o n t o r q u e . Fo u n d a t i o n : 1. A l l f o u n d a t i o n c o n s t r u c t i o n p e r C a l i f o r n i a B u i l d i n g C o d e , C h a p t e r 1 8 . 2. R e f e r t o P r e l i m i n a r y F o u n d a t i o n E x p l o r a t i o n b y : Le i g h t o n C o n s u l t i n g , I n c . ( 9 4 9 ) 2 5 3 - 9 8 3 6 Pr o j e c t N o : 6 0 2 0 8 9 - 0 0 1 D a t e d : M a r c h 1 2 , 2 0 0 8 So i l s i n v e s t i g a t i o n a n d i t s a m e n d m e n t s s h a l l b e c o n s i d e r e d p a r t o f t h e co n t r a c t d o c u m e n t s . 2. A l l o w a b l e s o i l p r e s s u r e o f 2 , 0 0 0 p s f . 3. C a r r y a l l o n e s t o r y f o o t i n g s 1 8 " i n t o n a t u r a l g r a d e o r a p p r o v e d c o m p a c t f i l l . Ac t u a l e l e v a t i o n o f b o t t o m o f f o o t i n g s s h a l l b e a s d i r e c t e d b y t h e s o i l s en g i n e e r o r b u i l d i n g i n s p e c t o r d u r i n g c o n s t r u c t i o n . 4. A l l f o o t i n g s s h a l l b e i n s p e c t e d b y t h e b u i l d i n g d e p a r t m e n t p r i o r t o p o u r i n g co n c r e t e . 5. A l l w a t e r s h a l l b e r e m o v e d f r o m f o u n d a t i o n e x c a v a t i o n s p r i o r t o p o u r i n g co n c r e t e . 6. So i l e n g i n e e r s h a l l r e v i e w a n d a p p r o v e F o u n d a t i o n & G r a d i n g P l a n s . no t e : Re f e r t o S h e e t A - 7 f o r c o n t i n u a t i o n o f C o n s t r u c t i o n N o t e s RE C O R D S E T 2 2 r • ~ • -,) ' " L } ~ I } ,,. ' ""' r ' 1- • ~ "' ~ .,, ,,. ,,_ I , I II I " 11 I 11 I . ' / ['_ ' ,_ -j', --+--___ / ' , .. -' JI \::::,_ ' ' ' ' ' \ " I I I I I I I I • • l' } r-------- ' I I I I I '~ .,, L .._-i - ---1- I F. . r .. I ·~~ I • ,, ' ,, • ..,i.J II ~ ' I: ·1 : :: ,/ ~·' A' ,, ' ,,, • I ,-• l(I II ['·\''·' " ·( ~11 "11 'll' ... 7 ft I - t .-. I I ~+ t (-I '+-e-1 r . t~ .. . ' ~ , ' r , / / - t 1111 " ' L I=-f{ " • /~ ,· ~ ~ 11J·: 17 ·, \ =---i ' ' I , 1 , , ~ ~ ... • I .. .. .. I ' , / , , , , -.1. t ... 'J\ •I 1 t! I I I~ I-+ ' ' /J \ \ -I / ), \ 1-= ' -,_ I= fw,, <•v✓v, 1, / ' .. •<:<:· •... <(<) =:j''', ____ t<·.;,:~:<, I ~ ;, 1-= 1= ,-! i I // ~ ( ~1 " " , , , , A--1 I J ~ I I ;~ 1mi I + -I-, • ' " .,_ I ,,._ a·• '\;,,+-lfl-2-i ••• ~ I i ' <\_____ \·\.,( / ·------. ·---. ____ ·-----. ~-/ _____ / l ·-. __ ' /\_I .. • .i......_} ____ J I /,,, 4 / I I \ > -~ ' 'it ~-~ nf ' ' r· LI >" ,,~. i •··~ 1/ll .. " ••••••••.... \ / ~ :~-__ / ·---------.:i2 ,/ '·1 ~ I □ ~ I A ( V I \ ~II ' I E P T DESIGN landscape arch itecture I urban design I planning 9821 Irvine Center Drive 844 East Green Street, Ste. 201 www.eptdesign.com Irvine, CA 92618 Pasadena, CA 91 101 T 949.502.4500 T 626.795.2008 F 949.502.4510 F 626.795.2547 I - ~ ' I / ! --,M,- >- t' ~t I 1 • < ' ' ' ' -, ' ' ,, ' ' ' ' ' ' ' ' ' ' ' ' ' ! i ' ' ' ' ' -, ,..- ~ -I/ I I I I ·,. ' I ,-----,n. - -~ ' .. ~ _), / ---ir~ I_ ---'~ i========~/7---~:::---------- ' f-- Ir ::lli ' t: I ' I ' I I I I I I ! I (~\ I ' I ·-" : I I I I I 4 11 ... -------. .ly ---.lJr,,;-----I~ ,~-, ~ •~- ,, I I ~-Ai'- / I ---11, I 1' } : I r'I--,.- ' I I I I I I '-' J,, .j, ' 7 _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . sc r a t c h pa p e r de t a i l 17 2814 3915 41016 51117 6121824 Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal ha t c h / f i l l mil l w o r k do o r s wa l l 08 1 0 1 . 1 2 4 RA F T E R C O N N E C T I O N Sc a l e : 1 1 / 2 " = 1 ' - 0 " 1/ 4 ty p 1/ 2 " x 8 " x 5 " e m b e d pl a t e w / ( 2 ) 3 / 4 " Ø x 8" w e l d e d s t u d s 3/ 8 " x 5 1 / 2 " s q r . ra f t e r b e a r i n g p l a t e 4 x 8 r a f t e r HS S 4 x 4 x 3 / 8 1/ 4 " x 3 1 / 2 " x 6 5 / 8 " pl a t e w / ( 2 ) 5 / 8 " Ø mb 1/ 4 (2 ) # 5 b a r s c o n t . 8" c o n c . w a l l w / # 5 ve r t . b a r s a t 1 6 " o c & # 5 h o r i z o n t a l ba r s a t 1 8 " o c 08 1 0 1 . 1 3 2 EX P A N S I O N J O I N T Sc a l e : 3 " = 1 ' - 0 " th i n s e t c e r a m i c ti l e a t r e s t r o o m w / co v e d b a s e ce r a m i c t i l e bo n d c o a t re i n f o r c i n g cl e a v a g e me m b r a n e sl a b o n g r a d e mo r t a r b e d cm u o r c o n c r e t e wa l l se a l a n t o / b a c k e r ro d co m p r e s s i b l e b a c k u p 08 1 0 1 . 1 3 1 CM U W A L L A T T . D . Sc a l e : 1 1 / 2 " = 1 ' - 0 " mo r t a r s e t c e r a m i c ti l e fo o t i n g c o m b i n e d w i t h w a l l fo o t i n g o n o p p o s i t e s i d e o f ch a s e co v e d b a s e do t t e d l i n e i n d i c a t e s ex t e n t o f c o n t r a s t i n g ti l e a t t r e n c h d r a i n 15A- 7 wa l l / f o o t i n g co n s t r u c t i o n p e r 6A- 7 at m e n ' s at w o m e n ' s C-C- do t t e d l i n e i n d i c a t e s ex t e n t o f c o n t r a s t i n g ti l e a t t r e n c h d r a i n th i n s e t c e r a m i c t i l e #4 b a r s a t 1 6 " o c ea . w a y tr e n c h d r a i n ( b o t t o m sl o p e s t o d r a i n ) , u s e co v e a n d b u l l n o s e un i t s 08 1 0 1 . 1 2 6 CO N C R E T E W A L L A T R R Sc a l e : 1 " = 1 ' - 0 " th i n s e t c e r a m i c t i l e co v e d b a s e mo r t a r s e t c e r a m i c ti l e 15A- 7 re m a i n d e r o f in f o r m a t i o n p e r 1A- 7 08 1 0 1 . 1 3 5 DO O R H E A D Sc a l e : 3 " = 1 ' - 0 " (2 ) # 5 b a r s ho l l o w m e t a l d o o r fr a m e w i t h pr e p a r e d w e l d o n ma s o n r y a n c h o r s an d e x p a n s i o n an c h o r s , g r o u t s o l i d ho l l o w m e t a l d o o r co n c r e t e w a l l no t e : j a m b co n d i t i o n s i m i l a r 08 1 0 1 . 1 3 6 TO I L E T C O M P A R T M E N T Sc a l e : 1 " = 1 ' - 0 " do o r k e e p w / s t a i n l e s s s t e e l at t a c h e d w / v a n d a l r e s i s t a n t ex p a n s i o n a n c h o r s , t y p cm u w a l l cm u p a r t i t i o n wa l l p o s t w / 1 / 4 " Ø s t a i n l e s s s t e e l va n d a l r e s i s t a n t e x p a n s i o n an c h o r s a t 8 " o c no t e : - d o o r t o h a n d i c a p s t a l l s h a l l p r o v i d e 3 4 " m i n . c l e a r o p e n i n g w h e n d o o r i s o p e n 9 0 ° - d o o r t o n o n - h a n d i c a p s t a l l s h a l l p r o v i d e 2 4 " m i n . c l e a r o p e n i n g w h e n d o o r i s o p e n 9 0 ° th i n s e t c e r a m i c t i l e , t y p 1'-0" 3" clr 48" 24 " 5 1/4" 5 1/4" 90 ° s t d h o o k em b e d d e d i n t o cm u w a l l 08 1 0 1 . 1 3 7 Sc a l e : 1 1 / 2 " = 1 ' - 0 " TO I L E T P A R T I T I O N (2 ) # 4 b a r s t & b (2 ) # 4 b a r s a t bo t t o m 8" c m u p a r t i t i o n , gr o u t e d s o l i d , w / # 4 ba r s a t 2 4 " o c e a c h wa y ch a s e w a l l sh o r e d u r i n g co n s t r u c t i o n sl o p e d t i l e c a p 12" + a pl a n v i e w a (4 ) # 4 v e r t i c a l b a r s ba s e p e r f o u n d a t i o n no t e s th i n s e t c e r a m i c t i l e at v e r t i c a l s u r f a c e s bu l l n o s e p i e c e s a t al l c o r n e r s mo r t a r s e t c e r a m i c ti l e 24 " 4'-0"12" + to fin floor 08 1 0 1 . 1 3 8 UN R I N A L S C R E E N Sc a l e : 1 " = 1 ' - 0 " sh o r e d u r i n g co n s t r u c t i o n 8" c m u w a l l , g r o u t so l i d w / # 4 b a r s a t 8" o c e a c h w a y ch a s e w a l l 90 ° s t d h o o k t y p em b e d d e d i n t o cm u w a l l sl o p e d t i l e c a p th i n s e t t i l e , a l l s i d e s bu l l n o s e t i l e a t al l c o r n e r s co n c r e t e w a l l 4 1/2"2'-5" to fin. floor 08 1 0 1 . 1 3 9 DI A P E R T A B L E Sc a l e : 1 " = 1 ' - 0 " th i n s e t c e r a m i c ti l e a t d i a p e r t a b l e th i n s e t c e r a m i c ti l e a t w a l l s sl o p e 1 / 4 " p e r f o o t co n c r e t e s l a b w / #4 b a r s a t 8 " o c ea c h w a y 90 ° s t d h o o k 18" nts 6" min. 18 " 3" clear 48 bar Ø (24" min.) lap eq eq 08 1 0 1 . 1 2 5 CO N C R E T E W A L L Sc a l e : 1 " = 1 ' - 0 " fo o t i n g d o w e l s t o ma t c h v e r t i c a l re i n f o r c i n g (1 ) # 5 b a r t & b ha r d s c a p e o r fi n i s h e d g r a d e 8" c o n c r e t e w a l l , w / #5 v e r t i c a l b a r s a t 16 " o c & # 5 ho r i z o n t a l b a r s a t 18 " o c se a l a n t o v e r 1 / 2 " fo a m f i l l e r a t ex p a n s i o n j o i n t a t ha r d s c a p e , w / se a l a n t o v e r f o a m fi l l e r #3 s l a b d o w e l s a t 36 " o c 48 bar Ø (24" min.) lap 1 1 / 2 " c l r ty p 08 1 0 1 . 1 2 7 FL U S H P I L A S T E R Sc a l e : 1 " = 1 ' - 0 " 8" c o n c r e t e w a l l p e r 1A- 7 fl u s h p i l a s t e r w / # 6 ve r t i c a l b a r e a . fa c e w / # 3 t i e s a t 8" o c , t y p i c a l a t ea c h r o o f r a f t e r em b e d l o c a t i o n 9A- 8 #5 f o o t i n g d o w e l 18" nts 6" min. 18 " 3" clear 48 bar Ø (24" min.) lap eq eq 08 1 0 1 . 1 2 8 CM U W A L L Sc a l e : 1 " = 1 ' - 0 " (1 ) # 5 b a r t & b 8" c m u w a l l , w / # 5 ve r t i c a l b a r s a t 3 2 " oc & # 4 h o r i z o n t a l ba r s a t 3 2 " o c , gr o u t s o l i d fo o t i n g d o w e l s t o ma t c h v e r t i c a l re i n f o r c i n g #3 s l a b d o w e l s a t 36 " o c 08 1 0 1 . 1 2 9 CM U W A L L A T R R Sc a l e : 1 " = 1 ' - 0 " th i n s e t c e r a m i c t i l e co v e d b a s e mo r t a r s e t c e r a m i c ti l e 15A- 7 re m a i n d e r o f in f o r m a t i o n p e r 4A- 7 18" nts 6" min. 18 " 3" clear 1/4" max 4" m i n 1/4" max 08 1 0 1 . 1 3 3 FO O T I N G A T D O O R Sc a l e : 1 " = 1 ' - 0 " (1 ) # 5 b a r t & b ha r d s c a p e o r fi n i s h e d g r a d e se a l a n t o v e r 1 / 2 " fo a m f i l l e r a t ex p a n s i o n j o i n t a t ha r d s c a p e , w / se a l a n t o v e r f o a m fi l l e r #3 s l a b d o w e l s a t 36 " o c 18" nts 6" min. 18 " 3" clear 08 1 0 1 . 1 3 4 FO O T I N G A T G A T E Sc a l e : 1 " = 1 ' - 0 " (1 ) # 5 b a r t & b ha r d s c a p e o r fi n i s h e d g r a d e se a l a n t o v e r 1 / 2 " fo a m f i l l e r a t ex p a n s i o n j o i n t a t ha r d s c a p e , w / se a l a n t o v e r f o a m fi l l e r mo r t a r s e t c e r a m i c ti l e fl u s h t h r e s h o l d #3 s l a b d o w e l s a t 36 " o c 18" nts 6" min. 3' - 8 " 3" clear 48 bar Ø (24" min.) lap 5 1 / 4 " 5 1 / 4 " 5'-4" min. eq eq 08 1 0 1 . 1 3 0 CM U W A L L A T T . D . Sc a l e : 1 " = 1 ' - 0 " fi n i s h m a t e r i a l s pe r 7A- 7 #4 b a r , t y p (1 ) # 5 b a r t & b 8" c m u w a l l , w / # 4 ve r t i c a l b a r s a t 2 4 " oc & # 4 h o r i z o n t a l ba r s a t 3 2 " o c , gr o u t s o l i d #5 f o o t i n g d o w e l s at 2 4 " o c e a . f a c e #3 s l a b d o w e l s a t 36 " o c ss s tr e n c h d r a i n (b o t t o m sl o p e s t o d r a i n ) , u s e co v e a n d b u l l n o s e un i t s dim e n s i o n DE T A I L S A- 7 te x t St r u c t u r a l S t e e l : 1. A l l s t e e l c o n s t r u c t i o n p e r C a l i f o r n i a B u i l d i n g C o d e C h a p t e r 2 2 , a n d t h e la t e s t A I S C s t a n d a r d p r a c t i c e s . 2. M e m b e r s s h a l l c o n f o r m t o A S T M A 3 6 . 4. A l l s t r u c t u r a l s t e e l t u b e s h a l l c o n f o r m t o A S T M A 5 0 0 , G r a d e B . 5. A l l b o l t s s h a l l b e u n f i n i s h e d , c o n f o r m i n g t o A S T M A 3 0 7 o f s i z e s s h o w n o n t h e dr a w i n g s , u n l e s s n o t e d o t h e r w i s e . 6. B o l t h o l e s i n s t e e l s h a l l b e 1 / 1 6 i n c h l a r g e r i n d i a m e t e r t h a n t h e n o r m a l s i z e of t h e b o l t u s e d , e x c e p t a s n o t e d . CO N S T R U C T I O N N O T E S ( c o n t ' d ) Sp e c i a l I n s p e c t i o n : 1. S p e c i a l I n s p e c t i o n s h a l l b e p r o v i d e d i n a c c o r d a n c e w i t h C a l i f o r n i a B u i l d i n g Co d e C h a p t e r 1 7 f o r t h e f o l l o w i n g p r o c e d u r e s : a. S t r u c t u r a l w e l d i n g ( e x c e p t w e l d i n g p e r f o r m e d b y a n a p p r o v e d fa b r i c a t o r ’ s s h o p ) p e r C B C 1 7 0 1 . 5 . 5 . b. F i e l d w e l d i n g ( n o n e i s a n t i c i p a t e d , b u t m a y b e r e q u i r e d d u e t o f i e l d co n d i t i o n s ) . c. E p o x i e d a n c h o r b o l t , r e b a r a n d d o w e l i n s t a l l a t i o n . ( n o n e a r e an t i c i p a t e d , b u t m a y b e r e q u i r e d d u e t o f i e l d c o n d i t i o n s ) d. c o n c r e t e u n i t m a s o n r y ( L e v e l 1 S p e c i a l I n s p e c t i o n p e r C B C T a b l e 17 0 4 . 5 . 1 ) e. c a s t - i n - p l a c e c o n c r e t e w a l l s ( p e r C B C S e c t i o n 1 7 0 4 A . 4 a n d T a b l e 17 0 4 A . 4 ) 2. S p e c i a l I n s p e c t o r s h a l l b e : 3. D u t i e s a n d r e s p o n s i b i l i t i e s o f t h e s p e c i a l i n s p e c t i o n a g e n c y a n d s p e c i a l in s p e c t o r : a. T h e t e s t i n g a g e n c y ' s i n d i v i d u a l s p e c i a l i n s p e c t o r s m u s t h a v e c u r r e n t IC C s p e c i a l i n s p e c t i o n c e r t i f i c a t i o n i n t h e d i s c i p l i n e t o b e i n s p e c t e d . b. S a m p l e s o f i n s p e c t i o n r e p o r t s s h a l l b e p r o v i d e d t o t h e a r c h i t e c t , a n d en g i n e e r f o r r e v i e w a n d a p p r o v a l a m i n i m u m o f 1 0 w o r k i n g d a y s p r i o r to b e g i n n i n g i n s p e c t i o n s . St r u c t u r a l F i e l d O b s e r v a t i o n : 1. S t r u c t u r a l o b s e r v a t i o n s h a l l m e a n t h e v i s u a l o b s e r v a t i o n o f t h e s t r u c t u r a l sy s t e m , f o r g e n e r a l c o n f o r m a n c e t o t h e a p p r o v e d p l a n s a n d s p e c i f i c a t i o n s , at s i g n i f i c a n t c o n s t r u c t i o n s t a g e s a n d a t t h e c o m p l e t i o n o f t h e s t r u c t u r a l sy s t e m . 2. T h e o w n e r s h a l l e m p l o y t h e a r c h i t e c t ( e n g i n e e r ) o f r e c o r d , r e g i s t e r e d / li c e n s e d i n t h e S t a t e o f C a l i f o r n i a , w h o i s r e s p o n s i b l e f o r t h e s t r u c t u r a l de s i g n , t o d o s t r u c t u r a l o b s e r v a t i o n a s r e q u i r e d b y s e c t i o n 1 7 0 2 o f t h e Ca l i f o r n i a B u i l d i n g C o d e ( C B C ) . 3. T h e s t r u c t u r a l o b s e r v a t i o n p r o g r a m s h a l l i n c l u d e t h e f o l l o w i n g i t e m s : a. T h e a r c h i t e c t r e s p o n s i b l e f o r t h e s t r u c t u r a l o b s e r v a t i o n , t h e c o n t r a c t o r , an d a p p r o p r i a t e s u b c o n t r a c t o r s s h a l l h o l d a p r e - c o n s t r u c t i o n m e e t i n g to r e v i e w t h e d e t a i l s o f t h e s t r u c t u r a l s y s t e m t o b e o b s e r v e d . b. P r e - p o u r f o u n d a t i o n v i s i t : t h e p l a c e m e n t a n d t y p e o f s t r u c t u r a l em b e d m e n t s ( m a s o n r y a n d w a l l r e i n f o r c i n g d o w e l s ) s h a l l b e o b s e r v e d pr i o r t o p l a c e m e n t o f c o n c r e t e i n t h e f o u n d a t i o n s . c. P r e - p o u r c o n c r e t e w a l l v i s i t : t h e p l a c e m e n t a n d t y p e o f s t r u c t u r a l em b e d m e n t s ( c o n c r e t e w a l l r e i n f o r c e m e n t ) s h a l l b e o b s e r v e d p r i o r t o pl a c e m e n t o f c o n c r e t e f o r t h e c o n c r e t e w a l l s . d. P r e - w r a p f r a m i n g v i s i t : r e v i e w t h e i n s t a l l a t i o n o f s t r u c t u r a l e l e m e n t s (f r a m i n g m e m b e r s , c o n n e c t i o n s , r o o f s h e a t h i n g , s t r a p s , e t c . ) s h a l l b e ob s e r v e d p r i o r t o c o v e r i n g w i t h e x t e r i o r w r a p a n d / o r i n t e r i o r d r y w a l l . e. F i n a l o b s e r v a t i o n : f i n a l r e v i e w o f v i s i b l e s t r u c t u r a l e l e m e n t s a n d r e v i e w of o u t s t a n d i n g i t e m s f r o m p r i o r v i s i t s . c. T h e s p e c i a l i n s p e c t o r s h a l l o b s e r v e t h e w o r k f o r c o n f o r m a n c e w i t h t h e bu i l d i n g d e p a r t m e n t a p p r o v e d d e s i g n d r a w i n g s a n d s p e c i f i c a t i o n s an d a p p l i c a b l e w o r k m a n s h i p p r o v i s i o n s o f t h e C B C . A r c h i t e c t / en g i n e e r - r e v i e w e d s h o p d r a w i n g s a n d / o r p l a c i n g d r a w i n g s m a y b e us e d o n l y a s a n a i d t o i n s p e c t i o n . d. S p e c i a l i n s p e c t i o n s a r e t o b e p e r f o r m e d o n a c o n t i n u o u s b a s i s , me a n i n g t h a t t h e s p e c i a l i n s p e c t o r i s o n s i t e i n t h e s p e c i f i c a r e a wh e r e w o r k i s b e i n g p e r f o r m e d t h a t r e q u i r e s s p e c i a l i n s p e c t i o n . e. T h e s p e c i a l i n s p e c t o r s h a l l b r i n g n o n - c o n f o r m i n g i t e m s t o t h e im m e d i a t e a t t e n t i o n o f t h e c o n t r a c t o r a n d n o t e a l l s u c h i t e m s i n t h e da i l y r e p o r t . I f a n y i t e m i s n o t r e s o l v e d i n a t i m e l y m a n n e r o r i s a b o u t to b e i n c o r p o r a t e d i n t h e w o r k , t h e s p e c i a l i n s p e c t o r s h a l l im m e d i a t e l y n o t i f y t h e b u i l d i n g o f f i c i a l b y t e l e p h o n e o r i n p e r s o n , no t i f y t h e e n g i n e e r o r a r c h i t e c t , a n d p o s t a d i s c r e p a n c y n o t i c e . f. T h e s p e c i a l i n s p e c t o r ' s f i n a l r e p o r t s h a l l s t a t e w h e t h e r t h e w o r k re q u i r i n g s p e c i a l i n s p e c t i o n w a s , t o t h e b e s t o f t h e i n s p e c t o r ' s kn o w l e d g e , i n c o n f o r m a n c e w i t h t h e a p p r o v e d p l a n s a n d sp e c i f i c a t i o n s a n d t h e a p p l i c a b l e w o r k m a n s h i p p r o v i s i o n s o f t h e C B C . g. S p e c i a l i n s p e c t o r s h a l l p r o v i d e s i g n e d c o p i e s o f f i n a l r e p o r t s o f in s p e c t i o n t o t h e b u i l d i n g o f f i c i a l , a r c h i t e c t , a n d e n g i n e e r w i t h i n 1 0 wo r k i n g d a y s f r o m c o m p l e t i o n o f s u b j e c t i n s p e c t i o n . 4. P e r i o d i c s t r u c t u r a l o b s e r v a t i o n b y t h e a r c h i t e c t / e n g i n e e r i s r e q u i r e d f o r t h i s pr o j e c t . 4. F o l l o w i n g e a c h v i s i t t o t h e p r o j e c t s i t e , t h e a r c h i t e c t s h a l l p r o v i d e a w r i t t e n re p o r t o u t l i n i n g o b s e r v e d s t r u c t u r a l e l e m e n t s a n d a n y o b s e r v e d de f i c i e n c i e s . c o p i e s o f t h e r e p o r t s w i l l b e p r o v i d e d t o t h e o w n e r ' s re p r e s e n t a t i v e , t h e c o n t r a c t o r a n d t h e b u i l d i n g o f f i c i a l . s t r u c t u r a l ob s e r v a t i o n s h a l l o c c u r p r i o r t o i n s p e c t i o n b y t h e c i t y b u i l d i n g i n s p e c t o r . 5. S t r u c t u r a l o b s e r v a t i o n v i s i t s a n d / o r r e p o r t s s h a l l n e i t h e r b e c o n s t r u e d a s in s p e c t i o n n o r a p p r o v a l o f c o n s t r u c t i o n . P r i o r t o c o v e r i n g a n y w o r k , t h e st r u c t u r a l s y s t e m s s h a l l b e i n s p e c t e d a n d a p p r o v e d a s r e q u i r e d b y t h e c i t y bu i l d i n g d e p a r t m e n t . S t r u c t u r a l o b s e r v a t i o n s d o n o t c o n s t i t u t e a ce r t i f i c a t i o n t h a t t h e s t r u c t u r a l s y s t e m w i l l p a s s b u i l d i n g d e p a r t m e n t in s p e c t i o n , n o r d o t h e y s u b s t i t u t e f o r a n y c o d e r e q u i r e d i n s p e c t i o n s . 7. A l l w e l d s s h a l l b e i n c o n f o r m i t y w i t h t h e S t a n d a r d C o d e f o r A R C a n d G a s We l d i n g o f t h e A m e r i c a n W e l d i n g S o c i e t y . A l l s t r u c t u r a l w e l d i n g s h a l l b e pe r f o r m e d b y c e r t i f i e d w e l d e r s u s i n g t h e e l e c t r i c a r c p r o c e s s w i t h ap p r o v e d e l e c t r o d e s . U s e l o w h y d r o g e n e l e c t r o d e s f o r b o l t s a n d re i n f o r c i n g b a r s . C o n t i n u o u s i n s p e c t i o n r e q u i r e d f o r f i e l d w e l d i n g . 8. A t t h e r e s t r o o m b u i l d i n g , a l l e x p o s e d f a b r i c a t e d c o n n e c t o r s a n d t h e i r fa s t e n e r s s h a l l b e h o t d i p p e d g a l v a n i z e d . 9. A t t r e l l i s o n l y , a l l s t e e l s h a l l b e C o r t e n " w e a t h e r i n g " s t e e l , A S T M A 2 4 2 . 10 . A t t r e l l i s o n l y , a l l e l e c t r o d e s u s e d i n w e l d i n g s h a l l m a t c h C o r t e n s t e e l we a t h e r i n g p r o p e r t i e s t o e n s u r e w e l d s w e a t h e r a t s a m e r a t e a s s t r u c t u r a l me m b e r s . 11 . A t t r e l l i s o n l y , a l l f a s t e n e r s s h a l l m a t c h C o r t e n s t e e l w e a t h e r i n g p r o p e r t i e s t o en s u r e b o l t s ( i n c l u d i n g b o l t s , n u t s a n d w a s h e r s ) w e a t h e r a t s a m e r a t e a s st r u c t u r a l m e m b e r s . 1 1 1 1 1 1 RE C O R D S E T r lr • D !!,'J ' " " L ~ + 71 NJ ' ' ' ' ' ' ' 'I· 1 ' ... '.><'. ... ~ ~ t • { { I I . i. I 0 ~~st ..... :·. •••• ... ' ' .. .... 1SJ --•,r 11 I ,... ' I . I _, . ' flrJJ // 9TT~·· ·· .. ~i.;·• .. ~-I I b.-. .. 1· " ' ····-c 11 1(D ., ..... , I, ,r . I 11 '. ~ I, lr • /I ' t, ~/-~~~RITT ' . . . .. · .. ) 11 I . I ~ I~ l / ,--,.... ·r "t I I 11' I -l- • T1 .. I ' ' ' ' I ' ' I ' ' ' I ' ' I I Liv- . \ 11 p \ ./ •. ·,., \ >C -,;,, Ii i 1 I I I I I I I I I ~ 11 k- , __ 1 " ...... -~•-7 ~ ... ' ' 1 \, . 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I> c -A. r'v- f= I ~ I ' -/ // nl S=ffl ' r * m l , ~w11 w1~ I ~ I ~ L+ ~_11-r ICD -=JL8 I,.__, - I II 1 1 r • , ,. • I I - I -1: r o I I Ii .!>y I> 0 c4}=11 r-- -I - - IT[c- - C--1 I' ~ f • I I i •• LIi L~ 'I ~·· \__ 0 ~ I l I> A rV ,.. ~111F II ~ JI/ ------j ------JI '.,I i ll e= ,J ~ .I --l"'I ' II " " 111- Fl=II r= *II~ I' • r1· ~ r \\ t .·•···· I .•·. : '.q ·~ 'I t=II r=II += ~ I I I I 4- -Ir 1 v I I ~-11-)~ ICD 1 11 e-I I~~ -- 1 II • • . ~ . . . . r • t. II ·r~ :: ~ I 7, _[f lL-J 11 r Q I I I lly I> • , ' / ~ +II e- H-11 f- -:t:: 1r~ 'I f- I / I • rJ: CD :i..- L .. .. .. r- • I '·I 1-0 \.J t t . ', f---~\ ---------. --1 • {- • • 7 _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . sc r a t c h sc r a t c h pa p e r de t a i l 171319 2814 391521 4101622 51117 6121824 20 Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal ha t c h / f i l l mil l w o r k do o r s wa l l 8" conc. wall below 1 1/2" clr1 1/2" clr 08 1 0 1 . 1 0 8 CO N C . W A L L A T C O L . Sc a l e : 1 1 / 2 " = 1 ' - 0 " ex t e r i o r in t e r i o r (2 ) # 6 v e r t . b a r s & #3 t i e s a t 8 " o c , f u l l he i g h t o f w a l l be l o w c o l u m n 8 x 1 0 c o n c r e t e co l u m n a b o v e 8" conc. wall below 1 1/2" clr1 1/2" clr 08 1 0 1 . 1 0 7 CO N C R E T E C O L U M N Sc a l e : 1 1 / 2 " = 1 ' - 0 " ex t e r i o r in t e r i o r 8 x 1 0 c o n c r e t e co l u m n w / ( 2 ) # 6 ve r t . b a r s & # 3 t i e s at 8 " o c 1 1 / 2 " 08 1 0 1 . 1 0 6 Sc a l e : 1 1 / 2 " = 1 ' - 0 " co n c r e t e c o l u m n w/ ( 2 ) # 6 v e r t . b a r s & ( 3 ) # 3 t i e s a t do w e l s L6 x 3 1 / 2 x 5 / 1 6 x 6 5 / 8 " w / ( 2 ) 5 / 8 " Ø mb e a . l e g , c o p e 6" l e g a t b l o c k 1/ 2 " x 8 " x 5 " e m b e d pl a t e w / ( 2 ) 3 / 4 " Ø x 8 " w e l d e d s t u d s CO L U M N C O N N E C T I O N 4 x 8 r a f t e r 4 x 8 b l o c k i n g be t w e e n r a f t e r s ro o f s h t ' g o v e r 2 x t & g d e c k i n g me s h p a n e l in t e r i o r v i e w 08 1 0 1 . 1 1 1 CH A S E W A L L Sc a l e : 1 1 / 2 " = 1 ' - 0 " 5/ 8 " T 1 - 1 1 p l w d a t re s t r o o m s 5/ 8 " T 1 - 1 1 p l w d 2 x 4 s t u d w a l l w / 4 x 4 p o s t a t e a . ra f t e r w / B C 4 sh e a r w a l l p e r p l a n EN s h e a r w a l l ca u l k fl a s h ce r a m i c t i l e a t re s t r o o m s (2 ) # 5 b a r s c o n t . 2 x 4 s i l l p l a t e w / 5/ 8 " Ø a b a t 4 ' o c w/ B P S w a s h e r , & c u t w a s h e r , em b e d a b 5 " i n t o cm u 1x 3 t r i m a t r e s t r o o m s 2 x 8 p t d f s i l l p l a t e 8" c m u w a l l , r e f e r t o fo u n d a t i o n d e t a i l s fo r r e i n f o r c i n g ex t e r i o r in t e r i o r 08 1 0 1 . 1 1 2 CH A S E R O O F Sc a l e : 1 1 / 2 " = 1 ' - 0 " ce r a m i c t i l e a t re s t r o o m s 8" c m u w a l l , r e f e r t o fo u n d a t i o n d e t a i l s fo r r e i n f o r c i n g PA 1 8 a n c h o r a s sh o w n o n p l a n ( 8 ' oc , m a x ) , e m b e d 6" i n t o c m u w a l l #4 b a r x 4 0 " m i n . (2 ) # 4 c o n t . w i t h i n 2 co u r s e s o f P A 1 8 BN r o o f s h e a t h i n g BN r o o f s h e a t h i n g to r a f t e r a t e a . PA 1 8 ra f t e r w / L U S h a n g e r 4 x 6 p t d f l e d g e r w / 5/ 8 " Ø a b a t 2 4 " o c a b c c a = 2 1 / 8 " b = 3 " c = 1 1 / 2 " 08 1 0 1 . 1 0 2 ME N ' S C O L . C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " ex t e r i o r in t e r i o r 4 x 8 s h a p e d bl o c k i n g b e t w e e n ra f t e r s co n c r e t e c o l u m n w/ ( 2 ) # 6 v e r t . b a r s & ( 3 ) # 3 t i e s a t do w e l s L6 x 3 1 / 2 x 5 / 1 6 x 6 5 / 8 " w / ( 2 ) 5 / 8 " Ø mb e a . l e g , c o p e 6" l e g a t b l o c k 1/ 2 " x 8 " x 5 " e m b e d pl a t e w / ( 2 ) 3 / 4 " Ø x 8 " w e l d e d s t u d s 1/ 4 4 x 8 r a f t e r a b c c a = 2 1 / 8 " b = 3 " c = 1 1 / 2 " 08 1 0 1 . 1 0 4 WO M E N ' S C O L . C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " ex t e r i o r in t e r i o r 4 x 8 b l o c k i n g be t w e e n r a f t e r s co n c r e t e c o l u m n w/ ( 2 ) # 6 v e r t . b a r s & ( 3 ) # 3 t i e s a t do w e l s 1/ 4 4 x 8 r a f t e r L6 x 3 1 / 2 x 5 / 1 6 x 6 5 / 8 " w / ( 2 ) 5 / 8 " Ø mb e a . l e g , c o p e 6" l e g a t b l o c k 1/ 2 " x 8 " x 5 " e m b e d pl a t e w / ( 2 ) 3 / 4 " Ø x 8 " w e l d e d s t u d s 08 1 0 1 . 1 0 9 TO P O F R R W A L L Sc a l e : 1 1 / 2 " = 1 ' - 0 " co n c r e t e c o l u m n be y o n d me s h s c r e e n p e r sp e c i f i c a t i o n s ex t e r i o r in t e r i o r 1/ 4 " Ø s t a i n l e s s st e e l v a n d a l re s i s t a n t w o o d sc r e w s 1 1 / 4 " x 5 / 8 " c o l d ro l l e d ' C ' c h a n n e l w/ 1 / 4 " Ø b o l t h o l e s at 1 4 " o c co l u m n r e i n f o r c i n g co n t i n u e s f u l l he i g h t o f w a l l (2 ) # 5 b a r s 8" c o n c . w a l l w / # 5 ve r t . b a r s a t 1 6 " o c & # 5 h o r i z o n t a l ba r s a t 1 8 " o c th i n s e t t i l e a t re s t r o o m s sl o p e d m o r t a r c a p 08 1 0 1 . 1 1 4 CH A S E W A L L Sc a l e : 1 1 / 2 " = 1 ' - 0 " ce r a m i c t i l e a t re s t r o o m s (2 ) # 5 b a r s c o n t . ex t e r i o r in t e r i o r me s h s c r e e n p e r sp e c i f i c a t i o n s sl o p e d m o r t a r c a p 1 x 8 t r i m a g a i n s t po s t b e y o n d fa c e o f T 1 - 1 1 o n f a r si d e o f t r i m , t y p 1/ 4 " Ø s t a i n l e s s st e e l v a n d a l re s i s t a n t w o o d sc r e w s 1 1 / 4 " x 5 / 8 " c o l d ro l l e d ' C ' c h a n n e l w/ 1 / 4 " Ø b o l t h o l e s at 1 4 " o c cmu wall below 08 1 0 1 . 1 1 5 ME S H J A M B Sc a l e : 1 1 / 2 " = 1 ' - 0 " 1/ 4 " Ø s t a i n l e s s st e e l v a n d a l re s i s t a n t w o o d sc r e w s 1 1 / 4 " x 5 / 8 " c o l d ro l l e d ' C ' c h a n n e l w/ 1 / 4 " Ø b o l t h o l e s at 1 4 " o c pl a n v i e w ex t e r i o r in t e r i o r me s h s c r e e n p e r sp e c i f i c a t i o n s 1 x 8 t r i m 4 x 4 p o s t a t e a . ra f t e r 1 x 3 t r i m 1 x 3 t r i m fa c e o f c e r a m i c ti l e b e l o w st u d w a l l sh e a r w a l l p e r p l a n EN s h e a r w a l l T1 - 1 1 p l y w d T1 - 1 1 p l y w d 08 1 0 1 . 1 1 7 ST O R A G E W A L L Sc a l e : 1 1 / 2 " = 1 ' - 0 " 5/ 8 " T 1 - 1 1 p l w d a t re s t r o o m s 2 x 4 s t u d w a l l sh e a r w a l l p e r p l a n EN s h e a r w a l l ce r a m i c t i l e a t re s t r o o m s (2 ) # 5 b a r s c o n t . 2 x 4 s i l l p l a t e w / 5/ 8 " Ø a b a t 4 ' o c w/ B P S w a s h e r , & c u t w a s h e r , em b e d a b 5 " i n t o cm u 1x 3 t r i m a t r e s t r o o m s 2 x 8 p t d f s i l l p l a t e 8" c m u w a l l , r e f e r t o fo u n d a t i o n d e t a i l s fo r r e i n f o r c i n g st o r a g e re s t r o o m 08 1 0 1 . 1 1 6 ST O R A G E W A L L Sc a l e : 1 1 / 2 " = 1 ' - 0 " BN r o o f s h e a t h i n g (2 ) 1 6 d / d e c k me m b e r ro o f s h t ' g o v e r 2 x t & g d e c k i n g st o r a g e re s t r o o m 2 x 4 s t u d w a l l 1 x 3 t r i m a t r e s t r o o m s 5/ 8 " T 1 - 1 1 p l w d a t re s t r o o m s sh e a r w a l l p e r p l a n EN s h e a r w a l l 08 1 0 1 . 1 1 9 Sc a l e : 1 1 / 2 " = 1 ' - 0 " PA 1 8 a n c h o r a s sh o w n o n p l a n , em b e d 4 " i n t o co n c . w a l l BN r o o f s h e a t h i n g (4 ) b a y s 4 x 6 bl o c k i n g 4 x 6 p t d f l e d g e r w / 5/ 8 " Ø a b a t 2 4 " o c CH A S E P A R A P E T (2 ) # 5 b a r s c o n t . 8" c o n c . w a l l w / # 5 ve r t . b a r s a t 1 6 " o c & # 5 h o r i z o n t a l ba r s a t 1 8 " o c #4 b a r x 4 0 " CS 1 4 s t r a p f o r 4 ba y s ra f t e r p e r p l a n (2 ) # 5 b a r s c o n t . conc. wall below 08 1 0 1 . 1 0 5 CO L U M N C O N N E C T I O N Sc a l e : 1 1 / 2 " = 1 ' - 0 " pl a n v i e w ex t e r i o r in t e r i o r 4 x 8 r a f t e r b e y o n d co n c r e t e c o l u m n be l o w 4 x 8 b l o c k i n g be t w e e n r a f t e r s L6 x 3 1 / 2 x 5 / 1 6 x 6 5 / 8 " w / ( 2 ) 5 / 8 " Ø mb e a . l e g , c o p e 6" l e g a t b l o c k 1/ 2 " x 8 " x 5 " e m b e d pl a t e b e l o w 8" c o n c . wa l l be l o w 1/ 4 ty p 08 1 0 1 . 1 2 2 EN D C O N N E C T I O N Sc a l e : 1 1 / 2 " = 1 ' - 0 " pl a n v i e w ex t e r i o r in t e r i o r 4 x 8 r a f t e r co n c . w a l l b e l o w 1/ 4 " x 3 1 / 2 " x 6 5 / 8 " pl a t e w / ( 2 ) 5 / 8 " Ø mb re m a i n d e r o f in f o r m a t i o n p e r 2A- 8 o r 4A- 8 (2 ) # 6 v e r t . b a r s & #3 t i e s a t 8 " o c be l o w si m . 1/ 2 " x 8 " x 5 " e m b e d pl a t e b e l o w conc. wall below 08 1 0 1 . 1 2 1 EN D C O N N E C T I O N Sc a l e : 1 1 / 2 " = 1 ' - 0 " pl a n v i e w ex t e r i o r in t e r i o r 4 x 8 r a f t e r 4 x 8 b l o c k i n g be t w e e n r a f t e r s L6 x 3 1 / 2 x 5 / 1 6 x 6 5 / 8 " w / ( 2 ) 5 / 8 " Ø mb e a . l e g , c o p e 6" l e g a t b l o c k 1/ 4 " x 3 1 / 2 " x 6 5 / 8 " pl a t e 1/ 4 re m a i n d e r o f in f o r m a t i o n p e r 2A- 8 o r 4A- 8 8 x 1 0 c o n c r e t e co l u m n b e l o w 1/ 2 " x 8 " x 5 " e m b e d pl a t e b e l o w 8" c o n c . w a l l b e l o w 8" cmu wall below 2 x 4 plate below 1/ 4 ty p 08 1 0 1 . 1 2 3 RA F T E R C O N N E C T I O N Sc a l e : 1 1 / 2 " = 1 ' - 0 " pl a n v i e w ex t e r i o r in t e r i o r p a r k m a i n t . (l o w r o o f & f i n i s h e s no t s h o w n ) 1/ 2 " x 8 " x 5 " e m b e d pl a t e b e l o w 3/ 8 " x 5 1 / 2 " s q r . ra f t e r b e a r i n g p l a t e be l o w 4 x 8 r a f t e r HS S 4 x 4 x 3 / 8 be t w e e n b e a r i n g an d e m b e d p l a t e , lo c a t e a t c e n t e r o f bo t h c o n c r e t e w a l l an d 2 x 4 p l a t e 1/ 4 " x 3 1 / 2 " x 6 5 / 8 " pl a t e w / ( 2 ) 5 / 8 " Ø mb 20A- 8 si m 24A- 7 2 x b l o c k i n g 1 1 / 2 " 08 1 0 1 . 1 0 1 ME N ' S R I D G E Sc a l e : 1 1 / 2 " = 1 ' - 0 " 4 x 8 s h a p e d bl o c k i n g b e t w e e n ra f t e r s co n c r e t e c o l u m n be y o n d 16 d a t 6 " o c ro o f s h t ' g o v e r 2 x t & g d e c k i n g 1 1 / 4 " x 5 / 8 " c o l d ro l l e d ' C ' c h a n n e l w/ 1 / 4 " Ø b o l t h o l e s at 1 4 " o c 1/ 4 " Ø s t a i n l e s s st e e l v a n d a l re s i s t a n t w o o d sc r e w s me s h s c r e e n p e r sp e c i f i c a t i o n s ex t e r i o r in t e r i o r 4 x 8 r a f t e r b e y o n d BN r o o f s h e a t h i n g co n t . d e c k i n g m b r ac t i n g a s c h o r d w / (2 ) M S T A 3 0 s t r a p s at e a . s p l i c e 08 1 0 1 . 1 0 3 WO M E N ' S E A V E Sc a l e : 1 1 / 2 " = 1 ' - 0 " 4 x 8 b l o c k i n g be t w e e n r a f t e r s co n c r e t e c o l u m n be y o n d 16 d a t 6 " o c ro o f s h t ' g o v e r 2 x t & g d e c k i n g me s h s c r e e n p e r sp e c i f i c a t i o n s ex t e r i o r in t e r i o r 1 1 / 4 " x 5 / 8 " c o l d ro l l e d ' C ' c h a n n e l w/ 1 / 4 " Ø b o l t h o l e s at 1 4 " o c 1/ 4 " Ø s t a i n l e s s st e e l v a n d a l re s i s t a n t w o o d sc r e w s 4 x 8 r a f t e r b e y o n d BN r o o f s h e a t h i n g co n t . d e c k i n g m b r ac t i n g a s c h o r d w / (2 ) M S T A 3 0 s t r a p s at e a . s p l i c e 08 1 0 1 . 1 1 0 ME N ' S C H A S E Sc a l e : 1 1 / 2 " = 1 ' - 0 " 4 x 8 s h a p e d bl o c k i n g b e t w e e n ra f t e r s BN r o o f s h e a t h i n g 16 d a t 6 " o c ro o f s h t ' g o v e r 2 x t & g d e c k i n g ex t e r i o r in t e r i o r 4 x 8 r a f t e r b e y o n d 2 x 4 s t u d w a l l w / 4 x 4 p o s t a t e a . ra f t e r w / B C 4 1 x 3 t r i m a t r e s t r o o m s 5/ 8 " T 1 - 1 1 p l w d a t re s t r o o m s sh e a r w a l l p e r p l a n EN s h e a r w a l l 5/ 8 " T 1 - 1 1 p l w d 1 x 3 t r i m co n t . d e c k i n g m b r ac t i n g a s c h o r d w / (2 ) M S T A 3 0 s t r a p s at e a . s p l i c e 08 1 0 1 . 1 1 3 ME N ' S M E S H Sc a l e : 1 1 / 2 " = 1 ' - 0 " BN r o o f s h e a t h i n g ro o f s h t ' g o v e r 2 x t & g d e c k i n g ex t e r i o r in t e r i o r 4 x 8 r a f t e r b e y o n d co n t . d e c k i n g m b r ac t i n g a s c h o r d w / (2 ) M S T A 3 0 s t r a p s at e a . s p l i c e 1 x 8 t r i m a g a i n s t po s t b e y o n d me s h s c r e e n p e r sp e c i f i c a t i o n s 1 1 / 4 " x 5 / 8 " c o l d ro l l e d ' C ' c h a n n e l w/ 1 / 4 " Ø b o l t h o l e s at 1 4 " o c 1/ 4 " Ø s t a i n l e s s st e e l v a n d a l re s i s t a n t w o o d sc r e w s fa c e o f T 1 - 1 1 o n f a r si d e o f t r i m , t y p 08 1 0 1 . 1 1 8 LO W W A L L Sc a l e : 1 1 / 2 " = 1 ' - 0 " ex t e r i o r in t e r i o r 4 x 8 r a f t e r b e y o n d ce r a m i c t i l e a t re s t r o o m s (2 ) # 5 b a r s c o n t . 8" c m u w a l l , r e f e r t o fo u n d a t i o n d e t a i l s fo r r e i n f o r c i n g , sl o p e t o p o f w a l l t o ma t c h r a f t e r p i t c h 1x 3 t r i m a t r e s t r o o m s co n t . d e c k i n g m b r ac t i n g a s c h o r d w / (2 ) M S T A 3 0 s t r a p s at e a . s p l i c e 2 x b l o c k i n g a t re s t r o o m s ro o f s h t ' g o v e r 2 x t & g d e c k i n g EN s h e a r w a l l BN r o o f s h e a t h i n g 16 d a t 6 " o c 2 x b l o c k i n g sh e a r w a l l ' P 1 ' ta p e r e d s h i m lo w r o o f 18A- 8 1 x 3 t r i m 5/ 8 " T 1 - 1 1 p l w d sh e a r w a l l an c h o r a g e 16A- 8 si m 08 1 0 1 . 1 2 0 MA I N T . R O O F Sc a l e : 1 1 / 2 " = 1 ' - 0 " BN r o o f s h e a t h i n g 4 x 6 p t d f l e d g e r w / 5/ 8 " Ø a b a t 2 4 " o c (2 ) # 5 b a r s c o n t . 8" c o n c . w a l l w / # 5 ve r t . b a r s a t 1 6 " o c & # 5 h o r i z o n t a l ba r s a t 1 8 " o c ro o f i n g fl a s h o / p t d f 2 x 4 gl u e d t o w a l gu t t e r dim e n s i o n DE T A I L S A- 8 te x t 5A- 8 5A- 8 6A- 8 6A- 8 8A- 89A- 8 13A- 8 1 RE C O R D S E T r ' " L CD CD CD CD .,.. < .,.. + 'I .. ~----------,-- • 2 P -,, -~ _, ·11, I _,, ' L'r" ---------------- / : t I •-I I : I I I ' , : I . I • ' + I I I I ' , ..---",---!,-............ •I •• 'c,:-,--0 1 I' I "' • 1' I ___ ,_----) r· • • Ot ' I ' • ' ' ' ' ' '•"----'-,J;_;;_ ·--~'.:~ ' ', :: ' "' f, •••,:.(' I T.-J-- _____ ...., _____ _ // '-------"-:,c......;,'..:J -- - -. ----_,_ - + f-~ ~ lil ~ ~7 CD • .,.. .,.. ,___ • . ' ' ' ' ' ' ' __ ,,.-- ' ~····· . '-t· lk •, ', I •-. ·, I ------< .. >.' r-' ;p, ' ··1 J II I· ••.• ... 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I • .,,.. ~ J, LI, ~ A I . / \ -"-,< r __JjJ" I EPTDE SIGN landscape architecture I urban design I planning 9821 Irvine Center Drive 844 East Green Street, Ste. 201 www.eptdesign.com Irvine, CA 92618 Pasadena, CA 91 101 T 949.502.4500 T 626.795.2008 F 949.502.4510 F 626.795.2547 < ... ., ' ---- ' ~ vU? -----' (.-r,.,, ,J II I -------------- ,,, __ U-- (i'.=.}1 ,7;. ·\..o IS JI 'C,cc, I ..... ~ r ._, --~ ' ' ' ' CD (-_____ I /, 1·--.tt, ),;' . .,, • • ..J.1 \();_ ,f) ------J • .-.Ji . 11 I f-1;/ t Q------l ~ (.-_____ I ( \, • .. ft.,, ,-;, '""'' .:!!'-. __________ _ -,)1 [ .·• ·,-:·· /' ', f'-, " I ;' "-~ l 0-----i CD t-' ; ' '!'··--., .. ' • ·'-"' i ' / '" .' F~1tt.· lJ .!"[..i'\, 9--1 ·t·-i .. ,~.-,, ,, , " ,'ti{. . . i,.. ------------ - ' / , - I // 7 -~, I '"---i,• .LJ " / I ,, ' ' J l ~11; I ____ : I • 1' I I I I I I 'j I ~ t-} - .J' ' ' ,, -·-·H I H-. - - I --,-- I '-· -,1, ;'I' )t-- ' -. -·,I~ . I ' :q /IP ' ' ' ' ' ' ' ' ' ' ' ' ~ • I • I I I I I _A _, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~ ;_) ' ' 110:i +t-17--=' I .·· _.---· / •• Ji 11c / "'\ .. ., I' <-fh_ • ' ' ' t .. ······ ... r ---, _____ _ , I ----t-x/"x " y l..S V ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 7 Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . SI D E E L E V A T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " EX T E R I O R E L E V A T I O N TR E L L I S S E C T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " E Sc a l e : 1 / 4 " = 1 ' - 0 " AC TR E L L I S P L A N TR E L L I S E L E V A T I O N Sc a l e : 1 / 4 " = 1 ' - 0 " D E A Sc a l e : 1 / 4 " = 1 ' - 0 " C D Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal As - B u i l t A d e n d a RY / P M 06 . 1 . 1 5 4 TR E L L I S P L A N & E L E V S . A- 9 se e l a n d s c a p e p l a n s fo r b e n c h d e t a i l s 2x 8 c u r v e d s t e e l t u b e 8x t a p e r e d st e e l @ 1 0 ' ± o . c . 4x 1 2 c u r v e d st e e l t u b e 8x 1 8 s t e e l t u b e li n e o f 2 x 4 s t e e l t u b e tr e l l i s @ 2 4 " ± o . c . b e y o n d co n c r e t e f o o t i n g 8x 1 8 s t e e l t u b e st e e l t r e l l i s a b o v e re f e r t o s e c t i o n wa l k w a y (s e e l a n d s c a p e p l a n ) pl a n t e r co n c r e t e b e n c h 13 A- 1 0 20 A- 1 0 C- RE C O R D S E T 4 44 44 r [) ' L " " / /, [> ~ [> n I I r:::::::~1 I * Jb di■ j IHII I I I ,..----.__ [> CD @-------1~ - --- -- I -!-~ E P T DESIGN landscape architecture I urban design I planning 9821 Irvine Center Drive I lrvine,CA 92618 I T 949.502.4500 I F 949.502.4510 844 East Green Street, Ste. 201 I Pasadena, CA 91 101 I T 626.795.2008 I F 626.795.2547 www.eptdesign.com ) [> • • ' ' ' ' ' • ' • 7 _J Th e s e d r a w i n g s a r e i n s t r u m e n t s o f s e r v i c e . E P T D E S I G N s h a l l re t a i n a l l c o p y r i g h t s , s t a t u t o r y a n d c o m m o n l a w r i g h t w i t h r e g a r d to t h e s e d r a w i n g s a n d t h e d e s i g n s c o n t a i n e d t h e r e i n i n a l l fo r m a t s , i n c l u d i n g p r i n t e d a n d d i g i t i z e d . T h e s e d r a w i n g s a r e n o t to b e a l t e r e d i n a n y w a y , n o r a s s i g n e d t o a t h i r d p a r t y w i t h o u t fi r s t o b t a i n i n g w r i t t e n p e r m i s s i o n a n d c o n s e n t f r o m E P T D E S I G N . sc r a t c h pa p e r de t a i l TR E L L I S F R A M I N G P L A N 1319 14 Sc a l e : 1 / 4 " = 1 ' - 0 " 1521 TR E L L I S F O U N D A T I O N P L A N 1622 1723 Sc a l e : 1 / 4 " = 1 ' - 0 " 1824 20 Th e C i t y O f Ne w p o r t B e a c h Su n s e t Ri d g e P a r k Plan Control Da t e Co n t r a c t N u m b e r Ci t y D w g N u m b e r Pr o j e c t M a n a g e r Pr i n c i p a l Re v i s i o n s By Co n s u l t a n t Ne w p o r t B e a c h , C A AP P R O V A L R E C O M M E N D E D : An d y T r a n , R C E 6 3 6 7 0 Se n i o r C i v i l E n g i n e e r RV C- 3 4 4 9 JB P- 5 2 2 5 - S Ci t y R e v i e w S e t SH / D S 02 . 2 1 . 1 3 RO N Y E O , F A I A A R C H I T E C T , I N C . 50 0 J A S M I N E A V E , C O R O N A D E L M A R , C A 9 2 6 2 5 Ph o n e : 9 4 9 - 6 4 4 - 8 1 1 1 F a x : 9 4 9 - 6 4 4 - 0 4 4 9 RO N Y E O C3 5 6 7 RE N E W A L 6/ 3 0 / 1 3 L IC E N S E D A RCHITECT•STA T E O F CALIF O R N I A • pl a n c h e c k RY / M G 05 . 1 2 . 1 1 1 pl a n c h e c k RY / M G 05 . 2 4 . 1 3 2 Oct. 30th, 2013 3rd City Submittal As - B u i l t A d e n d a RY / P M 06 . 1 . 1 5 4 ha t c h / f i l l mil l w o r k do o r s wa l l 10 ' - 0 " 4'-0" 6" 08 1 0 1 . 1 4 0 TR E L L I S F R A M E Sc a l e : 1 / 2 " = 1 ' - 0 " co r t e n H S S 1 8 x 8 x 3/ 8 c o l u m n ta p e r e d b e a m fa b r i c a t e d f r o m HS S 4 x 2 x 1 / 4 r a f t e r at 2 4 " o c +, b e y o n d co r t e n H S S 8 x 2 cu r v e d b e a m ty p co r t e n H S S 1 2 x 4 cu r v e d b e a m a a aa a = 1 1 / 2 " 08 1 0 1 . 1 4 1 TR E L L I S R A F T E R C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " HS S 4 x 2 r a f t e r a t 24 " o c +, t o p al i g n e d w i t h t o p o f ta p e r e d b e a m co r t e n H S S 8 x 2 cu r v e d b e a m 3/ 8 " s h e a r t a b e a . si d e w / ( 1 ) 3 / 4 " Ø mb 5/ 1 6 3/ 8 " w e l d e d c a p pl a t e a a a a a = 1 1 / 2 " 08 1 0 1 . 1 4 2 TR E L L I S R A F T E R C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " HS S 4 x 2 r a f t e r a t 24 " o c +, t o p al i g n e d w i t h t o p o f ta p e r e d b e a m co r t e n H S S 1 2 x 4 cu r v e d b e a m 3/ 8 " s h e a r t a b e a . si d e w / ( 1 ) 3 / 4 " Ø mb 5/ 1 6 3/ 8 " w e l d e d c a p pl a t e 08 1 0 1 . 1 4 4 TR E L L I S R A F T E R C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " HS S 4 x 2 ra f t e r a t 2 4 " oc +, t o p al i g n e d wi t h t o p o f ta p e r e d be a m co r t e n H S S 8 x 2 c u r v e d be a m 3/ 8 " s h e a r ta b e a . si d e w / ( 1 ) 3/ 4 " Ø m b co r t e n H S S 12 x 4 cu r v e d be a m a a b a = 1 1 / 2 " b = 3 " a 08 1 0 1 . 1 4 5 TR E L L I S B E A M C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " co r t e n H S S 8 x 2 x 3/ 8 c u r v e d b e a m w/ 3 / 8 " w e l d e d ca p p l a t e a t e n d 3/ 8 " s h e a r t a b e a . si d e w / ( 1 ) 3 / 4 " Ø mb 5/ 1 6 co r t e n H S S t a p e r e d be a m w / 3 / 8 " we l d e d t o p p l a t e 08 1 0 1 . 1 4 6 TR E L L I S B E A M C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " ta p e r e d be a m fa b r i c a t e d fr o m co r t e n H S S 18 x 4 co r t e n H S S 8 x 2 c u r v e d be a m co r t e n H S S 12 x 4 cu r v e d be a m 3/ 8 " s h e a r ta b e a . si d e w / ( 1 ) 3/ 4 " Ø m b co r t e n H S S 18 x 8 co l u m n be l o w (s h a d e d ) pl a n t e r p e r la n d s c a p e p l a n s pa v i n g p e r la n d s c a p e p l a n s 24 " w i d e c . i . p . co n c r e t e b e n c h pe r l a n d s c a p e pl a n s , c a s t a r o u n d co l u m n 6"5'-6" min. 3" clr 08 1 0 1 . 1 4 7 TR E L L I S F O O T I N G Sc a l e : 1 / 2 " = 1 ' - 0 " 1/ 2 " x 2 2 " x 1 4 " ba s e p l a t e w / (4 ) 3 / 4 " Ø a b wi t h 1 1 / 2 " dr y p a c k a n d le v e l i n g n u t s co r t e n H S S 1 8 x 8 st e e l c o l u m n st e e l c o l u m n em b e d d e d i n t o 3 6 " Ø p o l e f o o t i n g 12 " d x 3 6 " Ø er e c t i o n p a d w / ( 2 ) #4 b a r s e a . w a y (4 ) # 4 b a r s w e l d e d to c o l u m n & e m b e d in c o n c . b e n c h (3 ) # 3 t i e s a t t o p o f fo o t i n g , ( 1 ) # 3 t i e 6 " fr o m b o t t o m o f co l u m n 1 1 / 2 " t y p 08 1 0 1 . 1 4 8 TR E L L I S F O O T I N G P L A N Sc a l e : 1 / 2 " = 1 ' - 0 " 1/ 2 " x 2 2 " x 1 4 " ba s e p l a t e w / ( 4 ) 3/ 4 " Ø a b w i t h 1 1/ 2 " d r y p a c k a n d le v e l i n g n u t s co r t e n H S S 1 8 x 4 x 3/ 8 s t e e l c o l u m n st e e l c o l u m n em b e d d e d i n t o 3 6 " Ø p o l e f o o t i n g (3 ) # 3 t i e s a t t o p o f fo o t i n g , ( 1 ) # 3 t i e 6 " fr o m b o t t o m o f co l u m n a a b a a = 1 1 / 2 " b = 3 " a eq eq 08 1 0 1 . 1 4 3 TR E L L I S B E A M C O N N . Sc a l e : 1 1 / 2 " = 1 ' - 0 " co r t e n H S S 8 x 3 cu r v e d b e a m w / 3/ 8 " w e l d e d c a p pl a t e a t e n d 3/ 8 " s h e a r t a b e a . si d e w / ( 1 ) 3 / 4 " Ø mb 5/ 1 6 co r t e n H S S 1 8 x co l u m n co r t e n H S S t a p e r e d be a m w / 3 / 8 " we l d e d t o p p l a t e dim e n s i o n 11 . 2 5 ° t y p 21 ' - 0 " Ø 38 ' - 4 " Ø 45 ° 45 ° 45 ° 45 ° 21 ' - 0 " Ø 38 ' - 4 " Ø 45 ° 45 ° 45 ° 45 ° 8' - 8 " 8' - 8 " TR E L L I S ST R U C T U R A L A- 1 0 wa l k w a y p e r l a n d s c a p e p l a n s co n c r e t e b e n c h p e r l a n d s c a p e p l a n s te x t pl a n t e r p e r la n d s c a p e pl a n s 13 A- 1 0 ty p 14 A- 1 0 ty p 15 A- 1 0 ty p 17A- 8 ty p 16A- 8 ty p 16 A- 1 0 co r t e n H S S t a p e r d b e a m co r t e n H S S t a p e r d b e a m corten HSS taperd beam corten HSS taperd beam co r t e n H S S t a p e r d b e a m cor t e n H S S 4 " x 2 " x 1 / 4 " r a f t e r typ co r t e n H S S 1 2 x 2 x 3 / 8 c u r v e d b e a m , t y p co r t e n H S S 1 2 x 4 x 1 / 4 c u r v e d b e a m , t y p co r t e n H S S 1 8 x 8 x 3 / 8 c o l u m n , t y p 19 A- 1 0 19 A- 1 0 16 A- 1 0 18 A- 1 0 ty p si m 21 A- 1 0 36 " Ø x 5 ' - 6 " d e e p p o l e f o o t i n g , ty p 20 A- 1 0 TR E L L I S F O U N D A T I O N P L A N N O T E S 1. R e f e r t o c o n s t r u c t i o n n o t e s a n d t y p i c a l d e t a i l s , S h e e t A - 6 . 2. R e f e r t o l a n d s c a p e p l a n s f o r i n f o r m a t i o n p e r t a i n i n g t o a d j a c e n t f l a t w o r k , c o n c r e t e b e n c h , e t c . TR E L L I S F R A M I N G P L A N N O T E S : 1. R e f e r t o c o n s t r u c t i o n n o t e s a n d t y p i c a l d e t a i l s , S h e e t A - 6 . 2. A l l t r e l l i s m e m b e r s ( H S S m e m b e r s , c l i p a n g l e s , b o l t s , e t c ) s h a l l b e c o r t e n " w e a t h e r i n g s t e e l " . RE C O R D S E T 4 4 4 4 4 4 4 4 4 4 4 4 r I>: [) ' ,-... L El I ----I ,, .. -. -., '". ]'.J , I I I ,. :: _ -----: Ill ~. ---=--lL--J :.--+---... .· o-~ - " '. . . • . • I• ~ \ ,7 I \ \ , , \ \ \ \ ,._ \ So,. I I )I, I \ ' ·;--, I\ , , , , r [> )1'----,::,:::S , I>: ~ ' l J .. : _ _:; __ l ' 'j /_/ ·---),_ - ~·8! :~~> / ·, i ,' - :fG:1 ·,-~ 1' iQj) , ,,_,, (@\••,-___ ..,,._ ).,).__ ' • , '# , , , , , , , 0 I I I I I I I + I I I I I I [> \ 0 , , , , , , , I I I I I I I I I I I + I I I I I I I I , I , , , , , E P T DES I G N landscape arch i tecture I urban design I p lanning 9821 Irvine Center Drive 844 East Green Street, Ste. 201 www.eptdesign.com Irvine, CA 92618 Pasadena, CA 91 101 T 949.502.4500 T 626.795 .2008 F 949.502.4510 F 626.795.2547 CD ·~· \\ \ \_ I /--g-... \ \ I I . , , .. _ ----· _ .. \ r ·· \__ CD CD , ,--, , , , , , , , , , , , -) ~ . ',, 0 CD r< J ----~) ' (. ' --) .. ---•-.. . #" ~ ' i , .. , _ ... .. ___ _ _ .. , .. ---•-... ; _t ·•. ,, . ..... ) ~ ·~ CD [> ..J These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. PLUMBING FIXTURE SCHEDULE DETAIL TITLE Scale: 1/1/2" = 1'-0"19 Scale: none 8 DETAIL TITLE Scale: 1/1/2" = 1'-0"14 PLUMBING NOTES 9 15 21 PLUMBING FLOOR PLAN Scale: 1/4" = 1'-0" WATER DEMAND Scale: none 2420TYP. THRUST BLOCKS Scale: (none)PLUMBING LEGEND DETAIL TITLE Scale: 1/1/2" = 1'-0"13 Scale: none Scale: none The City Of Newport Beach Sunset Ridge Park Pl a n C o n t r o l Date Contract Number City Dwg Number Project Manager Principal Revisions By Consultant Newport Beach, CA APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer RV C-3449 JB P-5225-S City Review Set SH/DS 02.21.13 RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0449 RON YEO C3567 RENEWAL 6/30/15 L IC E N S E D A RCH I T E C T• STATEOFCALIF O R N I A • plan check RY/MG 05.12.111 plan check RY/MG 05.24.132 plan check RY/MG 07.13.133 Oc t . 3 0 t h , 2 0 1 3 3r d C i t y S u b m i t t a l As-Built Adenda RY/MG 06.1.154 As-Built RFI #84 RY/MG 06.1.155 L 1.5 x L 95101-14 A A B B Thrust Block at 90° ELL Thrust Block at TEE B x B 45° or 22.5° Fitting 45° or 22.5° Fitting B x B Pipe Size < 3" 4" A 18" 23" B 16" 17" Notes: 1. Thrust blocks shall be installed in every change of direction. 2. Thrust blocks are for 150# class A/C cast iron or pvc pipe based upon 1000 psf soil bearing pressure. (PVC shall not be used for potable water piping.) 4" vent up 4" vent thru roof (57 FU) HORIZONTAL 4" VENT PIPING @ +7'-8" AFF PLUMBING PLAN P-1 Note: drainage grates located in accessible areas shall have openings less than 1/2" wide in the direction of travel. 6.No work shall be covered until it has been inspected, tested and approved by the authorities having jurisdiction. 7.Contractor shall arrange and pay cost for meter installation, sewer connections, permits, etc. 8.Contractor shall verify size, depth, location, and adequacy of all utilities, including meter locations and sewer inverts prior to start of work. 9.Contractor shall install cleanouts where located and as required by code, and must be readily accessible. The contractor shall coordinate all cleanout locations with equipment, cabinets, etc. and the Architect prior to any installation. 10.All lines underground shall be located away from bearing footings as per typical pipe trenching details, this sheet. 11.Install backflow preventer devices as required by local codes. 12. Contractor shall be responsible for verifying that equipment being provided and installed by him will fit dimensionally in locations shown on the contract drawings. 13. Refer to floor plans and interior elevations for handicap fixture locations and mounting heights. (Insulate all exposed hot water and drain piping below handicap lavatories and sinks with Armstrong "Armoflex: or equal.). 14. Coordinate all plumbing work so as to avoid interference with electrical and mechanical equipment and structural framing. 15. All piping shall be wall mounted with Unistrut hangers where possible. 16. Chase waterlines shall be installed overhead, not underground. PLUMBING NOTES: 1.All work shall conform to local government building standards and the latest edition of the Uniform Plumbing Code. 2.All below grade waste piping shall run at 1/4" per foot slope, minimum. 3.All wall mounted plumbing fixtures shall have through wall stainless steel connections and shall be capable of resisting 2000 pounds without deflection and 5000 pounds without permanent damage. 4.Piping Materials: a.)Waste: hubless cast iron b.)Vent: -2 1/2" dia. and smaller - schedule 40 galvanized pipe and fitting -3" dia. and larger - same as waste piping c.)Water: -above grade - Type "L" with wrought copper solder fitting -below grade - Type "K" with wrought copper solder fitting d.)Valves: ball valves (Nibco, model 580 or equal). e.)Hangers and supports: as manufactured by super strut 5.Some piping has been intentionally oversized or doubled up beyond minimum requirements for maintenance purposes . Pipe sizing shall be per drawing. Where not noted, pipe sizing shall be as follows: a.)all waste lines shall be 4" b.)all vent piping shall be 2" c. all water piping shall be 2" d. No work shall be covered until it has been inspected, tested, and approved by authorities having jurisdiction. MEN STORAGE PARK MAINTENANCE EL E C T . STORAGE WOMEN PLUMBING CHASE symbol abbreviation s s v cw fd co co sov hb bfp description soil or waste (below grade or floor) soil or waste (above grade or floor) sanitary vent cold water floor drain cleanout cleanout in slab shut off valve hose bib backflow preventer POC 2" c w 4" vtr WC2 WC1 L1 FD1 U1 HB1 HA1 6" s 3" v CO1 CO1 FD1 6" s 2" c w 3" v 6" s WC2 WC1 WC1 L1 L1 2" cw 4" vtr TP1 HB1 DF1 FD2 HB2 6" s  The plumbing plan is diagrammatic and because of the small scale drawings, it is not possible to indicate all offsets, fittings and accessories which may be required. The contractor shall carefully investigate the conditions surrounding the installation of his work and furnish the necessary plumbing required for a complete system that meets all code regulations. NOTE: Water Demand Calculations: Fixture Type Number of Fixtures Fixture Units per Fixture Total Fixture Units Drinking Fountain 2 2 4 Hose Bibb 3 3 9 Lavatory 4 2 8 Service Sink 0 4 0 Shower 0 4 0 Urinal (flush valve)2 5 10 Water Closet (flush valve)6 10 60 Grand Total = 91 Water pressure: 64 GPM 25 psi min. working or low pressure for the WC flush valves L1 WC1 Z Z 2" cw -back flow device 6" sewer northtrue north FD1 FD1 DF1BF1 PLUMBING FIXTURE SCHEDULE: SIZES MARK FIXTURE W V CW DESCRIPTION CO1 Cleanout 6"--Jay R. Smith 4053-PB-V square polished bronze cleanout, with vandal resistant screws. DF1 Drinking Fountain 2"1 1/2"1/2”Elkay #LK4405 textured black (2) wall mounted high/low drinking fountain BF1 Bottle Filler 2"1 1/2"1/2"Elkay #LK4405BF textured black mount to comply with accessibility requirements. FD1 Floor Drain 2"2"1/2"Jay R. Smith 3301-Y-NB-P-U, complete with 4" x 8" rectangular nickel bronze top vandal proof screws and trap primer. FD2 Floor Drain 2"1 1/2"1/2"Jay R. Smith 3041-Y-NB-P-U, complete with 8" diameter nickel bronze top, vandal proof screws and trap primer. HA1 Hammer Arrestor --1"Jay R. Smith 5020 Hydrotrol stainless steel water hammer arrestor, pre-charged. (Provide one at each fixture.) HB1 Hose Bib --1"Jay R Smith 5509, recessed wall type with 1" water inlet, stainless steel box and face, integral vacuum breaker and locking door. HB2 Hose Bib --1"Acorn 1953-ADA-1-CSG-9-FG-GE, wall mounted with integral vacuum breaker. L1 Lavatory 2"2"1/2"Acorn 1953-9-H1-FG-GE Dura-Ware, 22" x 18", wall hung lavatory, 14 gauge type 304 stainless steel, complete with Speakman S-4126 Single handle angled metering faucet with easy push handle stamped with; ”H”, Acorn fixture mounting, grid strainer with close elbow and LA pattern p-trap. 1.5 GPM maximum high efficiency. U1 Urinal 2"2"1"Acorn 1709-W-1-.5GPF-SW, blowout jet, wall hung urinal, back spud, 14 gauge type 304 stainless steel, fixture mounting, wall sleeve and through wall waste connection with cleanout complete with Sloan Royal No. 195-0.5-ES-S sensor activated flush valve. .5 GPF maximum high efficiency. WC1 Water Closet 4"2"1 1/2"Acorn 1675-W-HET 1.28-SW, blowout jet, wall hung toilet, elongated bowl, back spud, 14 gauge type 304 stainless steel, fixture mounting, through wall waste connection with cleanout, open front hinged seat and wall sleeve, complete with Sloan Royal No. 152-1-.28-ES-S sensor activated flush valve, and Smith carriers (model as determined by contractor). 1.28 GPF maximum high efficiency. WC2 Water Closet 4"2"1 1/2"Same as "WC1" except mount as per State of California Handicap Regulations. TP1 Trap primer --1/2"P.P.P. no. P-2, copper body, adjustable, complete with 1/2” copper type “L” pipe to receptor. Provide with ball-type shut-off valve. BF Back flow Preventer -- -Febco black flow preventer #825Y020 RECORD SET 4 4 4 4 5 r I ------- ------- ------- al II- <fl--- ►◄ I I I --- --- L , I I I , ,, _,._ -- ( , I I I I I I I I I /0 I I I I -' I I I,,, ,-, I , , ,-;_, «·:1 r J 0 I~----, I ...,-,I' -a I -0 0/ , , P'• '• . -- 'I J ,,, Ob I L _J 7 z CJ) C ·-C C CJ 0 -a. - C CJ) ·-Ill Cf) GI "'0 C 0 0 "' " "' "' " N N ,.-; 0 R: "' "' ,,(j J N -0 ~ ~ 0 oO ~ 0 0 "'. N N "' 0 "' "' "' "' ,,(j " N "' -0 f-f- w .j2 .. ::, -oO 0 -0 "' N "' <( 0 GI .. ::, .. \I GI <( u u o' ~-C " " -~ 0 ~ ci: .. 1--·-.c \I .. 0 D.. GI a. 0 \I Ill w "'0 C 0 - -0 N -~ 2 0 "' ~ ] E Je C ~ 0 <5 V C C ~ 0) " -~ C '-' " -~ -":2 ~ "-0 " w I N " CX) " "' "' I ''\ I I .J n u \ \I I I I I I 1 ' PEDESTAL ADDRESS ',, 4850 COAST HIGHW1'.I_ Y ',, NEWPORT BEACH 92660 '\,-~ VD=0.24% •850 COAST m;v NEWPORT BEACH CA. 92660 \ _ 200AMP PANEL V120r.!~V JPHASE 15K'N '~ OTON EX: S5191240 S.O.E. 5'x8'6"x7' PARKWAY IN: 85'-3-1/C 1/0 JCN (S1240 TO P8566) Ml: 15'-3-1/C 1/0 JCN IN: 3-T-SPLICES (1000 600A TO DBE 1/0 200A) CF: 70-CM DUCT 5" CF: 70-CM DUCT FOR EXCAVATION --- ---- 17) / ~~ d) -*" .·' I • ) ,- ,,_1 -- E ', i i \ EX ST NG - I -' l.\ : V /\ ' \ /) -S5f91Z4 84 - 5'X8'6"X7' 5' MIN_ CUT IN T-SPLICES INTERCEPT PRIMARY CF L 5' 70 ' S1240 TO P/L ~- 0 e EX: 2-5" DUCTS. EX: 3-1 OOOXLP 12.5' SWEEP PROPOSED CO: 15' 1-5" DUCT-'" (fi'_ TO P8566) T-Spllc. lntera,pt ~~91°740 .,,;,,,f, ,,;., r~~-• • • I __..-,11 ~_:"_~•-111 :+--, / .>~, 11 -• • sur£Jl~¥tf~--/;~ ~_;✓~5191239 S'::l L24D 1/0 a.P 1 -1• • CO: P5638566 PAD • 72"x94" CONCRETE CO: 1-S PRECAS~ PAD 72" X 94" IN: 3-JJ LBE 1/C 200A 16KV IN: 1-CNN HYLUGS PM 3-1/0 1-#2 12/16KV 3P IN: 1-CNN BOLTS PM 1/0 AL 12/16KV 3P IN: 3-1 /0 1-#2 CLP 20' (1 runs) Ml: 3-1/0 1-#2 CLP 8' (1 runs) IN: 1-MTR K\\1-l 30A 120/208 3P 4W IN: 1-TR PM LP 75KVA 12KV 120/208Y 3P+ SN: ______ _ () -I -~---¢---- • • • I 2 CONSTRUCTION NOTES: Unless otherwise specified on the woridng drawing which forms a port of the specification, the Contractor ;t, ,veloper !Jholl furnish the fo!lowlng items at no cost to the Edison Compony. Southern Cotifomla Edison Company hos attempted to correctly show oil existing utilities ond substructures ln the vicinity of the work, but does not guorontee there ore no other substructures in lhe onio. Fo~ure of SCE to show all StJbstructures in their correet locotron wffl not be o boats for o cloirn for extra 'l,)ric, and the controctor !!hall be responsible for all damages to substructures whether shown or nol 1. FOR GENERAL SPEClflCATIONS SEE UGS GI 001. 2. CONOUlT: o. Minimum co\lef' fn street or parkwoy ls 30• below gutter grade, unless noted otherwise. b. Minimum co...er on prlvote property 111 30• below fln19hed grode, unleee noted otherwise. c. Contractor I!! to furnish ond install opproved conduit to Edison specifications per UGS CD 100J, 110 ..\ND 120. d. For the twe of conduit for this job. See UGS CD 110,1. e. lnslotl o" risen1 per UGS CO 160, 161, 162 ond 170. f. Cap ol! mainline conduits per UGS CD 148 ond serW:e conduits per UGS CD 150. g. Install blank conduit plugs In all conduits terminoting into Vaults, Monhole's, PMH's, SOE's & oil cop lo.:0Uon9, per UGS CO 180.1 & UGS CO 180.2 h. mstoll puH rope in oll conduit runs. Pull rope to be 1/4-" pol}Prop~ene or pol)'!th)dene rope, braided or twisted. For speclflcotlons, approved makes, and suppliers, see UGS GI 040. I. All conduit must be mandreled with the approved mandrel UGS CO 197. 3. CONDUIT RADIUS REQUIR£MENTS: a; The minimum rodlus for bends ore: 35• for conduits :t in diameter or smaller 48" for conduits 4· and s• fn dklrneter 50• far e· diameter conduit b: The minimum rodlus for alt sweeps of all moinline conduits Is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKfll.l.: o. Work areo shall be deored ond rough i;,w-oded to within four Inches of flnol grade prlar to installation of Edison conduit or structures. b. All excavations shell be In occordonce with the Cotlfomlo State Construction Safety Orders (when opp1ieoble), Edbon speolflcat!ons, and all governing local ordinances. c. Eodi trench to be o uniform depth below final grode prior to !nstollatlon of Edison conduit or structues. d. Backfill shall be pro-.ided by the Controctor for oll excavations and shall include cru9hed rock, concrete, and/or Imported backfill, when required. e. Backfill with a MINIMUM of one sock per )Ord sand cement slurry around ond over voults and monh<i,s per UGS GI 030, section 6.4 ond around PMH's within one foot of finished grade, per UGS SS 590.t f. Bockffll, per Edison specifio1Jtions, shall lmmediotefy follow conduit or substructure ln!!lollotlon. Al no time sholl conduit be left exposed OYIII' 24 hours. g. No rocks ore allowed within 12 inches of direct-buried cot,leg or cmy conduit without concrete enco!lf.menl:. Native batkflll capable of posalng through a one-ho!f Inch mesh screen shall be considered to be "ru:k free". If el<lstlng bodcflH does not poss through o 1/2" screen, place Imported sond 3• below ond 12• obov.1 Edison cables. After this point, no rocks larger than 12• diameter ore permitted. h. All bockfnt shall be compacted to meet or exceed local ordinances or other re<f.!lrements. It shall b1 pieced in o monner that will not damage the conduit or substructure or allow future 9Ubsidence of the trer, h or structures. 5. PAVlNG; Repaving, where required, shall be plOCS"d in StJdi a manner that interference with troffio. including pedestrion traffic, wil be kept to a minimum. The Contractor shall establish o program of repaving Jcceptoble to the Munk:ipollty; County, or other authority having ,irisclfctlon ond which ls occeptoble to EdiS1Jn. 6. STRUCTURES: a. All substructures shall be constructed or Installed to Edison specifications. b. Install protection bOIT!erS per UGS MS 830 when required In areas exposed to traffic, per Edl!lon lnsp.,ctOf. c. All conduit llnes ond concrete floored substructures shall be woler tight. d. All grounding moterlo!s shall be furnished and installed by the Controetor. 7. RETAINING WALLS: Wnen required, retoining wons shall be provided by the Developer. Walls are required wherever grode 'ises more than 18 Inches above the structure or 24~ obove the pod surface ot o distance of 5 feet froo the some, or in areos !llJbject to erosion. Design ond iistollotion must comply with loco! bundirig ordinances. Refer to Edison inspector for twicol spoce rllquiremenls. 8. PERMITS: All permits necessory for excavation shon be prcvided by the Contractor/Developer. 9. ACCESS: Heavy truck access shall be mointoined to equipment locations. structurea must be dear of all opp, rtenonces that would obstruct the loading or unloading of equipment 10. S£Rv1C£S: a. Meters and services shall comply with Edison Electricol Ser<Jces Requirt1rnents. b. Wiring must be !n accordance with applicable loco! ordinancu and approved by loco! lngpection Aulhodles. 11. i.OCATION: o. The locatton of e>!cavatlons and structures for Edison shall be as shown on the working drawing. No deviation from the planned l~tions will be permitted unless approved by the Edlson Inspector. See UGS GI OU, uction 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utnlties to be the responslblllty of the Controctor. See UGS GI 001, section 2.3. 12. Controctor is to verify locotlon and widths of all sidewalks and driveways prior to street light instollotion. See UGS CD 175.1, UGS CO 175.2 and UGS {l) 175.J. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., neces9ary for the 1, 1lollotion of underground foc1Htles must be completed and mori<ers or stokes placed prior to the start of the hel:oltotlon. In odd!tion. Dttveloper shall molntoin the markers during the Installation and Inspection by Edison. Grode and property line stakes must show ony offset meosuremenb. 14. COORDIN!ITI_ON_ AND SUPERVl_SION: _ _ ___ _ _ _ . ·1 he, Developer snoo, provkle sup-en= vw, -.,,,._,. ·vAw.nP<Jr-urrurmmg-~-~us contractors -~-~-,;lfflff "tll8""-- devek,pment in order to prevent damage to Edison facilities. He is responsible for the cost or repair.;, rep1<1cement, relocotion, or other corrections lo Edison foc~ities mode necessory by his failure to pre' Je supervision or to otherwise comply with the!le specifications. 15. TELEPHONE AND OlHER UTILITY REQUIREMENTS: The drow!ng prepored for this Job moy also cover the focU!tle!I to be instolled for the telephone com~Jny and/or other utility. My quesUons coocernlng deto!ls of their lnstollot!on should be referred to the lOmpony concerned. 16. OYINERSHIP: Developer Is to deed to the Edison Company al! structures shown hereon except those shown as custxner owned. 17. WARRANTY: Applicants eqires!lfy represent and worrant thot oil woric. performed and oH material used In meeting l.ppUconb' obllgotlons herein ore free from defects in workmanship and ore in conformity with Southern Collfomic Edfson Company's requirements. This worronty sholl commence upon receipt by Applfconts of Company's fmo· acceptance and shall explte one yeor from that dote. ~pliconts agree to promptly correct to the Company's so.i:;foction ond that of ony governmental ogency hoving j.irisdicllon and at Applicant's exl>Sflse any breech of thh warranty which moy become opporent through Inspection or operotlon of underground electric sr-i.item by Compc;iy during this warranty period. 18. INSP£Cll00: Inspection is required during the constructioo period. A 48 hour odvonce notice of intent to stort c01struction is requited from the contractor to the Southern CoUfornio Edi8Cln Company. Standards of Edison con!truction requirements ore ovalloble upon requnt. Duct and Structure Inspector: TOM SHEPPARD Cabling Construction Coordinator: Phone: 714.895.0480 Phone: PAD FOR SURFACE-MOUNTED TRANSFORMER 72"x 94" (3¢-75KVA THROUGH 500KVA) (SWITCH AND FLISE) 3-1/2" (l A1.l AROONO FIELD POURED SE£ NOTE 2. -----l SEE UGS SS 504 t 3' M!N 'NORK1NG CLEARANCE FROM EDGE OF PAO (NON-DOOR SIDE) F- 1 ---7 1~ UFl1NG INSERT SEE NOTE 6. SMOOTH Lifil FINISH j >----+-3' MIN Yft'.>RKING (1.[ARANCE FROM EDGE OF PAf) (NON-0000 SOE) RNAL GRADE I J ,,. _______ r-----l--22· --1 t---------9◄-~ 8' MIN CLEARANCE FROM EDGE OF PAD (DOOR SIDE) I PLAN 1-1/2" '1_ (nP_) 72" I 18" _l 1' DOOR SIDE: 8' CLEARANCE, MEASURED FROM EDGE OF PAD, IS REQUIRED SECTION A-A FIELD POURED ~ CDMPACll'D RNAL GRADE 'L ,--,,--~~f--~~ _J_ NOTE(S)c ----7 r----,. , ' PRECAST 4 -· l -• • r ~ Pl.ACE PAD ON e• OF 3/◄" CRUSHED ROCK 1. Concrete to be 3,000 psi (mlnimum) ot 28 doys. 2, reinforcing steel to be No. 4 bars Installed in double net. Perimeter bars to be continuous (8" minimum lap or weld). 3. Hold-down brackets to be P-3200 series unistrut (or equo!). 4. Secondary and service cables must be installed In shade oreo of drawing abo\'e as for to the right as possible, 5. See AC 701 for pod-mount&d transformer /copocitor grounding requirements and AC 703 for approved grounding moterlols. 6. 1• !!sting insert to be located at center of gro-.ity on precost pods. 7. See SS 500 for approved monufocturers. 8. The three-phase transformer should only be used on o pad when four or fewer ser.ices ore to be installed. A slob boK should be used when more than four ser..ices wffl be instolled. 9. Use o thin layer of redl-crete (or equlYment) for rodent ond weed control or where transformer does not fully cover in pod opening. CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers ore not ollowed to enter, intercept or tie-in to existing SCE structures, equipment or conductors. This work will only be performed by SCE. Contact the appropriate SCE inspector to schedule on appointment. Customers may connect to on existing duct stub without o SCE inspector present. • Per CPUC/SCE's Rule 15 8.1.A and Rule 16 D.1.A., the customer w!II provide ell necessary excavations (with the exception of excavation under pods and primary splfce boxes), material (including conduit and structures) and encasement, to be utilized ln the intercept/ti~-in proceS5. • The customer must adhere to alt applicable Col-OSHA, loco!, city, state • • ' -'.--.regv_!o':.1or <i_ lin~!,1.-J!~.-~, h,_ .. +_ ..,,_, i:..., •~.-.: ,_.-.•: n~co.!"~"~ sh"Ol"Tng o;;d 'roffic contr~I in pla.ce t~ perform the intercept/tie-In - worl< by SCE's underground civil contractors(s)) • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division lnspector/CCM to limit exposure of excavotion(s). Customer is responsible for securing excavallon(s). D08: 12/10/07 CONCRETE PRODUCTS Precast concrete item complete with neck. Cover and inserts may be obtained from any of the following listed and approved manufoclureres: JENSEN PRECAST 14221 Son Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 (800) 257-6100 OLDCASTLE PRECAST 10650 Hemlock Ave., Fontana, Calif. 92337 Phone: (909) 428-3700 (800) 626-3860 TIE-IN MADE THROUGH SIDE WALL OF STRUCnJRE (Vault, Monhole, PME, SOE/CST, BURD, Slab Box, Pu!! Box, PMH) The customer ls responsible to trench to the structure entrance point ond bring the conduit to within 5' of the structure being entered. The customer is to provide slip coupling and conduit. TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 FOR HANDHOLE AND PULLBOX MANUFACTURERS, SEE UGS HP 200. TLM_ DATA: ! :) ,-, , ; .. ; :_;. _, ' r :- WARNING THE EXCAVATOR: MUST TAKE All STEPS NECESSARY TO AVOID CONT!ICT 1111TH UNDERGROONO FAOUTIES VIHICH MAY RESULT IN INJURY TO PERSONS 00 DAMAGE TO FACILITIES IN THE AREA. lHE INDICATED LOCATIONS Of EOISOO UNDERGROOND FACILITIES, AS PR0\10ED, ARE BELIEVED TO BE I\CCURATE, HO'M:VER, THE FIN.Al DETERMINATION OF EXACT LOCATIONS ANO lHE COST OF REPAIR TO DAMAGED FACILITIES IS TI£ RESPONSIB'UTY OF THE EXCAVATOR. UNDERGROUND SER~CE ALERT Diol 811 Call USA For Underground Locating 2 Working Days Before You Dig l!IEn"isoN Ari /;OISON INTE:RNATIONAL Compony I I BEDDING t 1" DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. CONDUIT RADIUS REQUIREMENTS: A; The minimum radius for bends ore: 36" for CO!lduits 3• in diometer or smoller -48" for conduits 4• and 5• in diameter 60" for s• diameter cooduit B: The minimum radius for sweeps ore: 36" for conduits 3• in diameter or smaller 12'-6" for conduits 4• in diameter ond larger, unless otherwise noted. SIZE KVA CUST % LOAD EXISl PROP_ 75 7 1 VOLTAGE DROP: __ FLICKER FACTOR: __ PRL CIRCUIT: JANUARY 12KV 0/0 LAFAYETTE ,DISTRICT : 33 -HUNTINGTON BEACH PROJ. MGR RAMiREZ, VINCENT D PHONE PLANNER RAMIREZ, "1NCENT D PHONE 714.379. 7909 OREMAN TRUCK NO. I P /E i lcso 140 y __ BY-PASS EXISTING -N __ CODE CHANGE TO IN'v£NTORY MAP NO. THOMAS GUIDE 29-llA-8 GRID NO. 000 TLM CHECKED J.P.A. NO. UOAD DESIGN NO. 523056_0.01 ASSOCIATED DESIGN NO. ROOUCT /SAP NO. PflOOUCT/SAP NO. PRODUCT /SAP NO. 744020-NEW METER & SERVICE PROPOSED CONSTRUCTION (LOCATION) I--i----t----i----+----+-----,suNSET RIDGE PARK t---t----t----t----+----+-----, 4850 W COAST HWY t--t-----t----t----t-----+----j NEWPORT BEACH CA 92660 \ \ L \ \ / I I I \ \ \ \ ffL ------~ ----- SEE SHEET El.01 FOR SfRY IC.E DUCT, -® "' ® 8 ®A ~i:JLL9 - ® 0 ® @ @ -& ® © €l~- -4;L @ ® ® -®----v1--:; ~'---fl 0 ® 0 © ® • -® § __ ~@ 0 0~-"'--- ®@ ® ® © ® or-'~~ "1ccf9_--€Jc=~ ~-=-"I-- - ----- -;-.::;+"_".'"_•_ I PROVIDE (2) ':JOA., 1'20V-6FI DUPLEX GONVENIENGE OUTLETS EACH MOUNTED IN DeEP SINcS,LE .SAN(!; OUTLET eox ~ITH A STAINLESS S11:EL COVER PLATE. MOUNT BOTH DEVICl:S IN A STRONoSBOX # SB-16SSJ/'I STAINLESS S11:EL eox l'V PED-1655 -PEDESTAL MOUNT. SEE LANDSCAPE PLANS FOR MOUNTIN(!; DETAILS. CONDUIT c$ V'llRE LEGEND '2 Ila e I Ila e/6 -l-l/4"C. '2 tt6 e I Ila e/6 -l-l/4"C. 4 tt6 ,t I Ila e/6 -l-l/4"C. 2 #e, • I Ila e/6 -S/4"C. S #I XHH~ CU ,t I #I CU e/6 -2"C. I I ----~1~~==;~-=~ INSTALL FROM MEIER PEDLa>TAL TO XFMR "A" IN RESTROOM BUILDIN6. r---/, /, ----- SEE TRENCH/GONDUIT DETAILS ON SHEET El.01 l-1/4'C. FOR FU'nJRE sc.OREBOARD S Ila e I Ila e/6 -l"C. ELEGTRIGAL GONSTRUGTION NOTES I. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATIN5 SYSTEM. M 0 • "l"'" w 1-w w I (/) w w (/) w z _J I 0 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR A COMPLETE AND OPERATIN5 INSTALLATION. 9. INSTALL RAC.Ei"lAY SYSTEMS AS FOLLOl'IIS, GI. USE P.V.C.. SC.H eo l'IIHEN PENETRATIN5 SLAB. b. USE C.OMPRESSION TYPE FITTIN5S FOR ELECTRIC.AL METALLIC. TUSIN5 l'IIHERE UTILIZED. c. USE P.V.C.. SC.H 40 CONDUIT UNDER5ROUND l'IIITH C.ODE SIZED 5ROUND. 4. ALL l'IIIRIN5 SHALL BE STRANDED C.OPPER TYPE "THHN/THl'IIN" #12 -U.O.N .. SEE ME55ER TEST NOTE. 5. ALL FIXTURE, DEVIC.E, ETC. ... LOCATIONS SHALL BE VERIFIED l'IIITH ARC-H. DRAl'IIIN5S AS l'IIELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROU5H-IN l'IIORK. 6. ALL Ll5HTIN5 FIXTURES SHALL BE MOUNTED AND SUPPORTED IN AC.C.ORDANC-E l'IIITH OSHA STANDARDS AND ALL NATIONAL AND LOC.AL ELECTRIC.AL C.ODES. 1. THESE DRAl'IIIN5S ARE DIA5RAMMATIC. AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC. ... TO BE C.ONNEC.TED AND THE C.IRC-UITS TO l'IIHIC.H THEY ARE TO BE C.ONNEC.TED TO. C.ONTRAC.TOR SHALL INSTALL ALL C-ONDUIT, J-BOXES, ETC-... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. e. ALL EXTERIOR EQUIPMENT SHALL BE U.L. LISTED FOR l'IIET LOCATIONS. Of. ELECTRIC-AL CONTRACTOR SHALL PERFORM ALL l'IIORK IN STRIC-T AC-C-ORDANC-E l'IIITH ALL LOC-AL AND NATIONAL 60VERNIN5 C-ODES. 10. ALL EQUIPMENT SHALL SE NEl'II AND BEAR A "UL" LABEL -U.O.N. II. ELECTRIC.AL C.ONTRAC.TOR SHALL BE RESPONSIBLE TO OBTAIN THE NEC.ESSARY INSPECTIONS. 12. COMPLETE ELECTRIC-AL INSTALLATION SHALL BE 5UARANTEED IN l'IIRITIN5 FOR A PERIOD OF (I) YEAR -U.O.N .. ~ 19. ELECTRIC-AL C-ONTRAC-TOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTIN5 CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEl'II EQUIPMENT, FIXTURES DEVIC-ES, FEEDERS, ~ ETC. .. EXAC-T INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. C-ONTRAC-TORS SHALL IMMEDIATELY NOTIFY THIS EN51NEER OF ANY REQUIRED MODIFIC-ATIONS l'IIHIC.H ARE NOT SHOl'IIN ON THESE DRAl'IIIN5S. SUBMITTAL OF BID INDICATES C.ONTRAC.TOR IS C.05NIZANT OF ALL JOB SITE CONDITIONS AND l'IIORK TO BE PERFORMED. 14. ALL EQUIPMENT ELECTRIC-AL C.HARAC.TERISTIC.S, LOCATIONS, AND C-ONNEC-TION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROU5H-IN l'IIORK. I ---- MEGGER TEST 15. ELECTRIC.AL C.ONTRAC.TOR SHALL FURNISH THE FOLLOl'IIIN5 SHOP DRAl'IIIN5S FOR APPROVAL, GI. ALL Ll5HT FIXTURES. b. ALL ELECTRIC.AL EQUIPMENT, PULL BOXES AND ANC.ILLIARY EQUIPMENT c. C.ONC.RETE MIX DESl5N. THESE ITEMS SHALL BE APPROVED SY THIS OFFIC-E PRIOR TO ANY C-OMMENC-EMENT OF PLAC-IN5 ORDERS OR PERFORMIN5 ANY ROU5H-IN l'IIORK. 16. COMPLETE ELECTRIC-AL SYSTEM SHALL BE 5ROUNDED IN AC-C-ORDANC-E l'IIITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C.. ART. 250. 11. PROVIDE THE Ol'IINER AND THIS EN51NEER l'IIITH ONE SET OF ELECTRIC-AL "AS-BUIL TS" AT THE COMPLETION OF JOS. le. TR.ENC.HES SHALL BE DEEP ENOU5H TO ALLOl'II FOR 24" OF C.OVER OVER THE CONDUITS. lot. BACKFILL OF TRENCHES UNDER AREAS l'IIHERE ASPHALT, C.ONC.RETE OR VEHICULAR PAVIN5 l'IIILL BE PLAC.ED, SHALL BE C.OMPAC.TED BY THE FOLLOl'IIIN5 MEANS, PROPERLY MOISTEN SOIL, PLAC.E INTO TR.ENC-HES IN LIFTS OF 8", MAKE THREE (9) PASSES l'IIITH A "STOMPER" lYPE C-OMPAC-TION DEVIC-E, REPEAT TO TOP OF TRENC-H. TR.ENC-HES SHALL AC-HIEVE 0!5% RELATIVE C-OMPAC-TION. 20. SPLICES IN UNDER5ROUND PULL BOXES SHALL BE i"lATERPROOF. USE SC.OTC.HC.AST 114 ELECTRIC-AL INSULATIN5 RESIN, OR (2) l'IIRAPS OF SC.OTC.H 1129 RUSSER TAPE l'IIITH (2) l'IIRAPS OF SC.OTC.H 11ee BLAC-K TAPE AND (9) C-OATS OF SC.OTC-HKOTE ELECTRIC-AL C-OATIN5. 21. ALL PANELS, RELAYS, CABINETS, ETC.. SHALL HAVE PHENOLIC. LABELS ATTACHED. LABELS SHALL STATE THE EQUIPMENT C.ALL-OUT 4 BE 1-1/4" x 9" -l'IIHITE ON BLACK. 22. ELECTRIC.AL CONTRACTOR SHALL PERFORM ALL l'IIORK IN STRIC-T AC.C-ORDANC.E l'IIITH ALL LOC.AL AND NATIONAL 50VERNIN5 C.ODES. 0 5 10 20 ALL l"IIRIN5 !:>HALL Elf: INSTALLED IN A METHOD THAT UPON GOMPI.ETION THE SYSTEM IS FREE FROM 5HORT CIRCUITS AND 6ROUNDS (OTHER THAN REGIJIFI.ED 6"'-0UNDIN5/. THE CONTFI.ACTOFI. SHALL PFI.OVIDE A 'ME56EFI." INSULATION TEST (IN THE PRESENCE OF THE CITY REPRESENTATIVE/ l"IHICH APPLIES A MINIMUM OF 500 VOLTS D.C. EACH CIRCUIT !:>HALL MEET THE REGIJIREMENTS FOFI. INSULATION RESISTANCE. THE TEST !:>HALL Elf: PERFORMED AFTER l"IIRIN5 HAS ElEEN INSTALLED IN THE CONDUIT, IS SPLICED AND CONTINOUS FROM PANEL TO END OF RUN FOR EACH l"IIRIN5 SYSTEM (REMOVE FUSES IN ElASE OF POLE FOR DURATION OF TEST). LOI'! AND HI.SH VOL TA5E CIRCUITS !:>HALL COMPLY l"IITH THE FOLLOl"IIN5 MINIMUM FI.EGIJIFI.EMENTS FOFI. INSULATION RESISTANCE, CIRCUITS OF 114 OFI. SMALL.ER l"IIFI.ES -IPOOPQO OHMS CIRCUITS OF #2 OR LARCSER l"IIFI.ES soopoo OHMS Key Map 40Feet RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 .... C "' ~ .., N ·-"' ~ C 0 C "' 0.: ~ a ~ CJ -"' a. ~ ~ - C ij 1'l m 0 N ·-~ .,; UI g: cu "' Cf) ~ -0 .,, !,I C >->-a w .a .. -0 :::, 00 ---"' °' -~ i5 cu i5 0 c' .. ,; C :::, m C " .. 'E ~ 11,1 J' cu .. 1--·-.c -11,1 0 N .. j! .si a . .:: Cl V, D. cu ~ 1 a. .!! C V, " a u C ~ 11,1 " C E ~ C C) -~ m UI l? w .,, 'E " l. ,B C m -I a N ~ -~ 00 Consuilanl JIIIEST COAST DESl6N 6ROUP ELECTRIC.AL 4 LICSHTINCS EN51NEER5 266'12 PASEO ElRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA '12615 ('14'1) 240-1518 Revisions By Date Cttv REMew Set .BISH 02.21.13 /,\ 1st CoNB 9.bnllllll RO O:iOB.13 ,']\. 2nd CoNB Submittal RO 05.24.13 4 Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submltlal RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager LO Principal RO SITE ELECTRICAL E1 .01 ~~--~"~ EPJDE818Nlhillll1ilitl -~elaluklr)'a-dG0llfflJII .. !V1'Ml1~10,_ ~ lllCI Ill c1111VB artllnld lhlrM1 l'1 Ill f0m'IIII. R:lJcl'Q ptmdlllE dptlmd. 11-.~anin::tl:lba~hq ,.., ra--c,-.d101.h:lp!ltylillt'IJUl1111tcblltq 'MIWI perm&IIIDISKI ooneenl lnln EPIDES8IL 7 _J L CONDUIT 4 ~IRE LEGEND 2 116 4 I 116 E/6' -l-l/4'G. 2 #6 4 I 116 E/6' -l-1/4"G. 4 #6 • I lie E/6' -l-l/4"G. 2 •a $ I #e, E/6' -6/4'G. 6 #I XHH~ Gu 4 I #I GU E/6' -2"G. INSTALL FROM ME.iLi< PEDE5TAL TO XFMR "A" IN RESTROOM BUILDIN6'. 5EE TRCNC,f-1/GONDUIT DETAILS ON SHEET Ll.01 l-l/4"G. FOR FllTIJRc SGO~ARD __ _ 6 #e, e I #e, E/6' -l"G. • • SEE LANDSCAPE PLANS, SHEET L 1.10 FOR ADDITIONAL DETAILS ... "' .. 6" TOP VIEW • . . . GRASS --- .., "' .-<)A , SCORE LINE ---• • • CONCRETE--- EXTEND CONDUIT 6" ABOVE GROUT • • • , • , ., X 0 III ....I ....I :::) a.. "· ~ • ', -. ' ,-i lo .. • " --- , . • • .. . , ;.·, • , < • , ~-., > • • ~10'' • 6" ' iS ~ ...J ~ w 0 -Cl) COLOR CONCRETE-,--, PER LANDSCAPE GROUT TO EXTEND 2" ABOVE GRADE & BE 4" MIN. ON HIGH SIDE OF FIXTURE. SLOPED TO SHEDWA.TER , .. PLANS 1/2" X 10" GALVA BOLTS OR STAINLESS STEEL. EXlENDCONDUIT TO PULL BOX 1" PVCSCH.40 GREY CONCRETE +-~ SIDE VIEW SYMBOL 1½" PVC SCHE.40 0 KING LUMINAIRE #KL-C-S-LAC-V-35-HPS-240-E40-BP 42" TAU. HID BOLLARD. PEARL GREV WITH BLACK LOUVERS. NO KNOWN EQUAL. GALV.STEELNUT---1 GALV. STEEL WASHERS NOTES: GALV. STEEL NUT 1. THE AREA AROUND ALL BOUARDS SHALL BE FORMED AND POURED WITH GROUT TO EXTEND 6' ON EACH SIDE AND BACK GROUT CONSISTS OF 2 PARTS SAND 1 PART CEMENT. 2. EACH BOLLARD SHALL HA.VE AN ADJACENT PUU. BOX SEE STD-204-L. 3. FUSE HOLDER SHALL BE LOCATED IN PULL BOX SEE STD-205-L 4. ALL THREADEO CONNECTIONS SHALL HAVE PRE-APPROVED ANTI-SEIZE COMPOUND. 5. SEE POLE LEVELING DETAIL 6. FOR POLE WIRING SEE CNB STD-205-L. 7. BOLLARDS SHALL HAVE ONE CENTRAL PHOTO CELL WITI-l LOCATION APPROVED BY CNB ELECTRICAL STAFF. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BOLLARD LIGHTING STANDARD APPROVED: RCE NO. 36106 Date: Mar. 2007 DRAWING NO. POLE LUG -,, ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS LEVELING DETAIL PUBLIC WORKS DIRECTOR Scale: N.T.S, STD-208-L 110. CNB STANDARD DRAWING# 208-L ~ NTS MATCHLINE -SEE SHEET E1 .01 EXISTIN6' STREET Ll6'HTS /'TY'PIGAL) PB Adjacent Concrala ~ ~ Seclbi r---18''--+ DIA 1'-6' 1. 2. 3, 4. 5. FINISH GRADE, lYP. LIGHT BOLLARD ANCHOR BOLTS. CONCRETE CAP TO COVER BOLT PLAlE. HOLD TOP OF FOOTING TO 3' BELOW FINISH GRADE. Ctl.ST A 7' TALL CONCRETE CAP WITH A 1/2' R,AOIUSED EDGE. HARD TROWEL FINISH ENTIRE CAP. COLOR TO MATCH ADJACENT WALK ADJACENT CONCRETE PAVING -REFER TO CONSTRUCTION PLANS FOR LOCATION AND LAYOUT 6. CONCRETE FOOTING 7. ELEClRICALCONDUIT 8. COMPAClED SUBGR,AOE PER GEOTECHNICAL REPORT 9. CllY OF NEWPORT BEACH STANDARD ELECTRICAL PULL BOX-REVIEW LAYOUT IN FIELD WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 10. CONCRETE SCORE JOINT lYPICAI. AT ALL LOCATIONS A I -----------I ...,_ _____ _ I I I ------,- TYPIC.AL - ...... w 1-w w I en w w en I w z ...J I 0 ~ ~ THE Ll<SHTS 4 PULL BOXES ARE DRAY'IN OUT OF SC.ALE FOR VISUAL C.LARITY. SEE SHEET El.O2 FOR INSTALLATION DETAILS 0 5 10 20 40 Feet Key Map ® Light Bollard Base, typ. Be-----=----------------- FIXTURE 11A 11 AND PULL BOX DETAILS ON SWITCHBACK RAMP SHEETS E1 .02 & E1 .04 RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 " C ~ ;,; "' ·-~ C "' fil C 0,: .; a ~ "' CJ --0 a. ~ ~ - C ij 0:, a, 8 "' ·-"' ~ "' 0 G) "' Cf) 0,: .; ,, ~ ~ C >->-a w .a .. -0 :::, 0:, --- ~ "' -6 G) 6 0 ' .. C " C :::, ~ C " .. "E C " ~ G) cl:! .. 1--·-.c -"' ~ .. -~ Ji a " CL G) ~ 1' .!l a. C V) a " C "' ~ ~ C E ~ C ·[ "' C, w ,, -~ ,. ,! ,B ii-C -l a "' ~ 0:, -"' 0:, Consullant □ ~EST COAST DESIISN ISROLJP EU:CTRICAI. 4 Ll5HTIN5 EN5INEER5 266<12 PASEO ElRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA <12615 (<14"1) 240-1::118 Revisions By Date Cttv Revi9N Set JalSH 02.21.13 /,\ 1st Collll 9.tlmillal RO 03.08.13 /,\ 2nd CoNB Submillal RO 05.24.13 4\ Revision Submittal RO 07.19.13 /,\ 31d CoNB SubmltlBI RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83870 Senior Civil EnginBBr Con1ract Number C-3449 City Dwg Number P-5225-S Project Manager LD Principal RO SITE ELECTRICAL E1 .02 ll'IEIHIM'9linklBNnsnlaolan11'.a EPIDEBl0Nat.llWUI lilQll7ilVlle.Bllllutxynlearmmllllr IV!IYlthlVlllldblale IDflllVI n:I .. dl!llli;,a CDl'lll!n:I...,., l!llbn'IIII, tdJcl'Q pted.-d cl,jlbd. "Thl9lil~nn:ttibelill!lud.,q Wfl/,llOl"aaalC,ladbllntlpatJVlll'cul1118t~ ..,_ psrrillknlllll ctft!IIIII: ml1 EPTDEIDIL 7 _J L ...... 0 • ...... w 1-w w I en w w en w z -....J I 0 !;;: ~ I I I I :> ~- co -co L() \_ t -----=----:__-=-===-7=~-0--------- 1 ==-~~---=--------__ -=i -: ~ ' ® @ 8 @ ® ® 8 8 8 • 8 @ ® 8 8 ® ~~~~7lr e @ @---rz, ~-e.._ -~ _:_T,J ® e e ® -@--%--@ 0 9 -@ • Zit. £) __@ __ ei_ lfj_ _8_ -i&__J'! --------- '.7---------------------------------------------1------ I I @ I I I I I I I L I -----------7 --CJ-----I I I I I I I --:-~~ -\~ I I t I I ~· --------~; ...... I: ---□ --- --,-,_<_ -- ,. ' •. -f~-~-:· j . ~------~ -r---: I I------, I I I I I I I I I I I / I----_I ) I .. / ,. / I I I -----------T---------------- I ----------- -_ _J 1 I -- r I I + I I I I SEE SHEET El. 1 i FOR SERYIC.E DUc.l TRENC.H AND AJLL so1 ) / I / I ; I I I I I I I I I I I \ I \ I \ I 'I I I I r----- I I _______ J ' I I I ,----'" I I I I I I I I I L ___ ---, I T+q_E LIGHTS 4 PULL B¢'XES ARE D~N OUT OF SC.ALE FOR VISUAL C.LARITY. SEE SHEET ~l.02 FOR INST~, LATION DETAl4S I I I I I I I / L _____________ _ @TYPIC.AL :; , - -------- ----------------j--- ' ,---I I ' ---------- J_.--: -----' •. ••. ~'~·;_;__:>-·;_--- J_ --------- 1 I I I I I I I I I I I I I I "'I ---------------- / / / / / / / / / / --=~ -------7 / / I 1 j ' ' ' I I I ) ______ I __ _ I J I I I ' I I 1---- 1 r-- \ _j__ --------.------------/ / ,I -v--------✓-MATCHLINE -SEE SHEET E1 .04 I I I I CONDUIT 4 Y'IIRE LEGEND I I -....J I 0 !;;: ~ CXl5TIN6 5TRLLT Ll6HT5 (TYPIGAL) 2 Ila ,t I 11& E/6 -1-l/4'C.. 2 116 4 I Ila E/6 -l-l/4"G. 4 116 4 I II& E/6 -l-1/4"G. 2 11& .$ I II& E/6 -6/4"C.. 6 Ill XHHl"I Gu $ I Ill GU E/6 -2"G. INSTALL FROM MLiLR l"'LDCSTAL TO XFMR "A" IN RESTROOM BUILDIN6. 5CC TRLNc.H/CONDUIT DETAILS ON 511LLT CI.Oi l-l/4'G. FOR FlJTURC 5GORCBOARD 6 II& e I II& E/6 -l'G. 0 5 10 20 40 Feet Key Map ' RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. m C ·-C C a -a. - C m ·-UI cu .,, C a .a .. :::, - cu .. :::, .. 11,1 cu .. ·-.c 11,1 .. a cu a. a 11,1 0 .... "' ~ "( N N ~ 0 "l "' ~ ~ "' ~ ~ ij 1'l 0 N ~ .,; g: "l ~ -0 !,I >->- -00 0 ---"' "' ~ i5 i5 c' ,; C m C " -~ ~ J' -0 N j! .si . .:: V, Cl 1 ~ J!! C V, " u C ~ " C E ~ C C) -~ m w UI l? .,, 'E " l. ,B m C -I a N ~ ~ -00 Consullant JIIIEST COAST DESl6N 6ROUP ELECTRIC.AL 4 Ll5HTIN5 EN51NEER5 266'12 PASEO ElRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA '12615 ('14'1) 240-1518 Revisions By Date Cltv REMew Set .BISH 02.21.13 & 1st CoNB 9.bnllllll RO O:iOB.13 ,']\. 2nd CoNB Submittal RO 05.24.13 .4\ Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submlt\al RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager LO Principal RO SITE ELECTRICAL E1 .03 ~~--~"~ EPJDE818Nlhillll1ilitl -~elaluklr)'a-dG0llfflJII .. !V1'Ml1~10,_ ~ lllCI III c1111VB artllnld lhlrM1 l'1 Ill f0m'IIII. R:lJcl'Q ptmdlllE dptlmd. 11-.~anin::tl:lba~hq ,.., ra--c,-.d101.h:lp!ltylillt'IJUl1111tcblltq 'MIWI perm&IIIDISKI ooneen1 lnln EPIDES8IL 7 .J L MATCHLINE -SEE SHEET E1 .03 --~----------~-~------,/~- :---•----~---➔-'c-~~----J:HE-L16fffs-~;~LL i?O~ES ARE I;;::r 1j DRAY'-lN OUT OF SGrALE FOR VISUAL 11/ , 1; I 11 I // I C.LARITY. SEE SHE~T El .02 FOR //; 1 I INSTALLATION DE1AILS 1;/ Ali ,-------------,-----------+-@----------,:ii~/---~~~ t --~ ~ = = ~ ~-=-;_:i-=----_-__ - -i-j----"[Y~AL i;;f 11 /# ✓ Bolt-doll'ln concrete lid marked "STREET LIGHT -HIGH VOLTAGE" SEE SPEGIFIGATIONS GITY STANDARD DRAY'llNG STD-2O5-L Bross bolts 4 Provide Goncrete Box EISEL 11 5.SF ' '" vvv~ vvvvvv. vvvv,;,v ;,vvvvv;; 7VVV'IIV vvvvvv;; .vvvvv~ /, v'vvvv,;,vvvvvvvvvvvvvvvvv, /,vvvvvvvvvvvvv~ •vvvvvvvvvv. /,vvvvvvvvvvvvv~ vvvvvvvvvvvv:--....,,,~vvvvvvvvvvvvv~ •vvvvvvvvvvvvv ✓vvvvvvvvvvvvv~ vvvvvvvvvvvvvvvvvvvvvvvvvvv •vvvvvvvvvvvvvvvvvvvvvvvv~ vvvvvvvvvvvvvvvvvvvvvvvv •vvvvvvvvvvvvvvvvvvvvvv ~vvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvv ·vvvvvvvvvvvvvvv ~vvvvvvvvvvvv -----.. -..vvv· PLAGE PULL BOX ON 12" OF C.RIJSHED ROC.K. ROC.K BASE SHALL BE 12" LARGER IN ALL DIMENSIONS THAN PULL BOX. ALL ~IRES SHALL BE ABLE TO EXTEND A MINIMUM OF 18" OUT OF BOX. INSTALL GONDUITS TO BE STUBBED UP HALF~AY INTO PULL BOX ALL ~IRE TERMINATIONS SHALL USE EITHER IMMERSION RATED SPLIGE KITS OR LISTED DIREGT BURY ~IRE NUTS. INSTALL PER MFG. INSTRUGTIONS G) CONCRETE PULL BOX DETAIL NO SC.ALE C.ITY STANDARD PULL BOX * IF THERE ARE 5 OR MORE CONDUITS IN ANY BOX, USE EISEL SIZE# 5F. J / / I I I I I r \ • I +· EXISTI~ STREET L16HT5 t'1YP!1GAW // \ ----- / / / / /, / / / / / / / I / / / I I I I I I I I I \ \ \ \ \ \ \ / / ' / / / / ~ I I I / / EISEL ENTERPRISES # 3-1 /2 F PULL BOX MARKED "STREET LIGHT" 1-1/4" PVC CONDUIT -, BOLLAR LIGHT TYPICAL PULL BOX REQUIRED AT EACH BOLLARD M 3 LAYERS OF 3 ELECTRICAL TA #23OVER3 LA OFTAPE#33O EQUAL (TYPICAL), RUB BOOT NOT ACCEPTABLE PE YERS ,c • BER ·• .. SECTION A-A " 'I 7' ✓Ill / LI// 'JI/Ill -2-1/2" LO, D, I • - Cl TYPICAL FUSEHOLDER C.ITY STD-205-L 12" r 24" □ Cl CONDUIT .$ lt'l I RE LEGEND 2 41e e I 41e E/6 -l-1/4'G. 2 #6 • I #e E/6 -l-l/4"G. 4 #6 4 I #e E/6 -l-1/4"G. 2 lie e I lie E/6 -3/4"G. 3 411 XHHl"I Gu 4 I 411 GU E/6 -2'G. INSTALL FROM M£. i EK ~TAI. TO XFMR "A' IN RESTROOM BUILDIN6. SB: TRENGH/GONDUIT DETAILS ON :SHEE i EI.Oi l-l/4'G. FOR Rfl'\JRE SGOREBOARD 3 41e $ I lie E/6 -l"G. 0 5 10 20 Key Map --,, .. ··' 40- RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. m C ·-C C a -a. - C m ·-UI cu .,, C a .a .. :::, - cu .. :::, .. 11,1 cu .. ·-.c 11,1 .. a cu a. a 11,1 0 .... "' ~ .., N "' ~ 0 "' 0.: ~ ~ "' ~ ~ ij 1'l 0 N ~ .,; g: "' ~ -0 !,I -- -0 00 ---"' °' ~ i5 i5 c' ,; C m C " "E ~ JI -0 N j! .si . .:: Cl V, ~ 1 .!! C V, " u C ~ " C E ~ C C) -~ m w UI l? .,, "E " l. ,B m C -I a N ~ -~ 00 Consullant JIIIEST COAST DESl6N 6ROUP ELECTRIC.AL 4 Ll5HTIN5 EN5INEER5 266'12 PASEO ElRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA '12615 ('14'1) 240-1518 Revisions By Date Cttv REMew Set .BISH 02.21.13 /,\ 1st CoNB 9.bnllllll RO 03-00.13 & 2nd CoNB Submittal RO 05.24.13 .4. Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submltlal RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager LD Principal RO SITE ELECTRICAL E1 .04 ~~--~"~ EPJDE818Nlhillll1ilitl -~elaluklr)'a-dG0llfflJII .. !V1'Mll~~,_ ~ lllCI Ill c1111VB artllnld lhlrM1 1'1111 f0m'IIII. nclJcl'Q ptmdlllE dptlmd. 11-.~anin::tl:lba~l'lq ,..,ra~t11.h:lp!ltylillt'IJUl1111tcblltq 'MIWI perm&IIIDla-d ooneenl lnln EPIDES8IL 7 _J I L I I I I -------- -~-----------~ --------------- \ \ ) \/ ✓ ,? ~-~~-_y/ --:: .,.__. -...,;..:----=-- / // # ,, I ' 1 ,' I ' ' ' ) # I / / I I I '-' " I " ~ ~ I I CONDUIT c$ ~IRE LEGEND :2 lie 4 I lie E/6 -l-l/4"G. :2 116 4 I lie E/6 -l-1/4"G. 4 116 e I 11e E/6 -l-l/4"G. :2 lie e I 11e E/6 -S/4"G. 3 Ill XHHV'I Gu t I Ill GU E/6 -:2"G. INSTALL~ ME..,Lk PEDESTAL TO Xl"Mk "A' IN KESTKOOM BUILDIN6. SEE ~CONDUIT DETAILS ON 51-IEET El.01 l-l/4'G. FOK ~ 5GOREElOAKD 3 lie $ I 11e E/6 -l'G. SGL SLKYIGL DIJGT PER UTILITT' PLANS I '---( SUNSET RIDGE PARK ELECTRICAL METER NOTES ELECTRICAL P.O.C. @ STA XX+XX SUPERIOR AVENUE SCE POC FOR ELECTRICAL SERVICE. LOCATE STUB EXTEND TO NEY'! 54" x 48" PAD MOUNT TRANSFORMER PROVIDE PAD, CONDUIT 4 NECESSARY GROUNDING REQUIRES SCE INSPECTION SEE SHEET E-1O1 FOR HETER PEDESTAL DETAILS SEE DRY UTILITY PLANS FOR REQUIRED SCE COMPONENTS ELECTRICAL HETER ADDRESS, XXXX SUPERIOR AVE. THIS PULL BOX Y'IILL REQUIRE THE DUCT TO BE SEALED FROl'-1 Y'IA TER ENTRY TO PREVENT Y'IATER ENTERING THE PEDESTAL Key Map 0 5 10 20 40Feet RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z m 0 .... C "' ~ .., N ·-"' ~ C 0 C "' 0.: ~ a ~ CJ -"' a. ~ ~ - C ij 1'l m 0 N ·-~ .,; UI g: cu "' Cf) ~ -0 .,, !,I C >->-a w .a .. -0 :::, 00 ---"' °' -~ i5 cu i5 0 c· .. ,; C :::, m C " .. ·1: ~ 11,1 J' cu .. 1--·-.c -11,1 0 N .. j! .si a . .:: Cl V, D. cu ~ 1 a. .!! C V, " a u C ~ 11,1 " C E ~ C C) -~ m UI l? w .,, ·1: " l. ,B m C -I a N ~ -~ 00 Consullant JIIIEST COAST DESl6N 6ROUP ELECTRIC.AL 4 Ll5HTIN5 EN51NEER5 266'12 PASEO ElRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA '12615 ('14'1) 240-1518 Revisions By Date Cttv REMew Set .BISH 02.21.13 /,\ 1st CoNB 9.JlmittaJ RO 0300.13 & 2nd CoNB Submittal RO 05.24.13 .4. Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submlt\al RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager LO Principal RO SITE ELECTRICAL E1 .05 ~~--~"~ EPJDE818Nlhillll1ilitl -~elaluklr)'a-dG0llfflJII .. !V1'Mll~~,_ ~ lllCI Ill c1111VB artllnld lhlrM1 l'1 Ill f0m'IIII. R:lJcl'Q ptmdlllE dptlmd. 11-.~anin::tl:lba~hq ,.., ra--c,-.d101.h:lp!ltylillt'IJUl1111tcblltq 'MIWI perm&IIIDISKI ooneenl lnln EPIDES8IL 7 _J L 11 I □: □I I L I I I I L A-17 " 0 0 0 TR,A,NSFORMER "XA" ~--~----i::ZSKVA 4e0-120/20f> 5,,1"'H A-28\ □ I . ' I ! Ii _. I II _. i I I A-23 Q) A-30 A-25 I -----·-··-··-··-_// ---------El f=C.TRIC.AL PANEL "A' ,, I ~I --/"/ _..,,,... ---. , I ---·-----,.,,,....,,,,,,,.-1 ··--------~ -------··- POWER PLAN 1 /4" = 1 '-0" ---...... ·-- ·-···-···--·--·-·-···-----···-----··------~ -----L I •.. " ® A-20 --':-/ 0 ___ ,,{.· ® A-20 --·-··· ·-·----- . -- G::: A-2□--·-A-20 A-18 1/4" = 1'-0" I IA.-20 4 I ·--,. __ :r . I ···---------. I ........... A-20~ I -.. ._ __ _ IJIW,llil) I . . A-2~ --,_ ··-...... ... ~'1,---l CONDUIT 4 !AllRE LEGEND ALL l"IIRING> SHALL BE A MINIMUM OF 1/2" CONDUIT. USE PVC SCH. 40 J/'IHERE ALLOl"IED AND RIG>ID STEEL l"IHERE EXPOSED ON THE SURFACE. CONCEAL CONDUIT AS MUCH AS POSSIBLE. USE #IQ THJ/'IN Cu. J/'IIRE FOR ALL l"IIRING>. ALL CONDUITS/CIRCUITS SHALL HAYE A G>ROUND l"IIRE INSTALLED. METAL CONDUIT SHALL NOT COME INTO CONTACT J/'IITH THE EARTH -RELAY C.ABINET BUILDING PLAN NOTES (D PROVIDE POl"IER FOR LOI'! VOLTAGE TRANSFORMERS THAT OPERATE THE SINKS, TOILETS 4 URINALS FLUSHING> SYSTEM. @ PROVIDE ONE CIRCUIT FOR EACH OF THE RESTROOMS FOR THE REMOTE MOUNTED HAND DRYERS. USE #IQ AJl'IG, COPPER FOR THESE CIRCUITS. @) PROVIDE 120 VOLT POl"IER FOR THE IRRIG>ATION CONTROLLER. PROVIDED 4 MOUNTED BY OTHERS, ELECTRICAL CONNECTION BY ELECT. @ ELECTRICAL SERVICE REGlUIREMENTS AND P.O.C'S ARE ON UTILITY CONSULTANT'S DRAl"IING>S. INSTALL PER UTILITY REGlUIREMENTS. LIGHTING FIXTURE SCHEDULE TYP MANUFACTURER CATALOG># @ KINcS, LUMINAI~ #KL-C-S-LAG-V- SS-HFS-240-E40-BF @ COLE L TcS, # Ll52>-2-HO-N-S.S STAINLISS STEEL HOUSINcS, @ FAIL-SAFE # TRFII-C-142CT-DT- BK-VRSD @ METALUX II VT2-2S2DR-120-EB2>-I SSL-MSS60 ® METALUX II 2>T-VT2-2S2DR-120- EB2>-I-SSL-MSS60 ® LUMIERE # SOS-J/'11-LEDBI-SOOO- TXS-BZ @ l"AIL-SAl"E # TREII-C-142CT-DT- BK-VRSD LAMP GlTY. 4 TYPE (I) c5,E LUSS/MED/ECO LED'S INCLUDED SOOOK -1.2 J/'IATTS (I) c5,E 1"42TBX/2>SO/A/ECO (2) (5,E! FS2T2>SPSSECO/UPC ( 4) (5,1!; F42T2>SPSSECO/UPC LED'S INCLUDED SOOOK -e.e J/'IATTS (I) c5,E F42TBX/2>SO/A/ECO FIXTIJRE VOLTS YIATTME 95 240 e, 120 45 120 l!:>2 120 114 120 10 120 45 120 REMARKS CITY STANDARD BOLLARD PROVIDE CONCRETE BASE STEF Lie.HT VERIFY LOCATION J/'IALL MOUNT @ 10'-0" AFF VERll"Y LOCATION CEILIN15 MOUNT VERIFY LOCATION CEILINeio MOUNT VEl".IFY LOCATION MOUNTED IN T"-ELLIS J/'IALL MOUNT @ 'l'-0" Al"F VERll"Y LOCATION NE!AiPORT BEACH SPECIFIC NOTES C.ITY OF N&PORT l3EAC,H AMENDMENTS TO 2004 C,EC, USE RliSID METAL c.oNDUIT IN ALL AREAS EXPOSED TO l'EA'Tl-lER. PROVIDE iSROUND J/'IIRE INSIDE ALL FLEXleLE METAL C.ONDUIT METAL c.oNDUIT SHALL NOT BE INSTAI I ED IN C.ONTAc.T J/'IITH THE EARTH. \ \ ' 0 Wil 111 GENERAL 5YtvfBOL LIST STANDARD 20A, 120/21,V-l<P SPST TOG>6LE Sl"IITCH MOUNTED AT +42" A.F.F.-U.O.N. PROVIDE STAINLESS STEEL C.OVER PLATE -TYPICAL ALL DEVICES k -20A, 120/2"7,V-l<P SPST T066LE SY'IITC.H MOUNTED AT +42" KEY TYPE Sl"IITC.H STANDARD 15A, 120V-l<P 6ROUNDIN6 TYPE DUPLEX REC.EPTAC.LE MOUNTED AT +18" A.F.F. -U.O.N. STANDARD 15A, 120V-l<P 6ROUNDIN6 TYPE "6ROUND FAULT INTERRUPTER" (6.F.I.) REC.EPTAC.LE MOUNTED @ 18" -U.O.N. SENSOR Sl"IITC.H # C.MRB-PDT-Gf FIXTURE MOUNTED OC.C.UPANC.Y SENSOR. JUNCTION SOX. SIZED SY THIS C.ONTRAC.TOR PER ACTUAL NUMBER OF C.ONDUITS AND/ OR C.ONDUC.TORS PASSIN6 THRU. SERVICE ENTRANCE OR DISTRIBUTION EGlUIPMENT AS 5HOY'IN ON El.0"7, 11111TH SRANC.H C.IRC-UIT PANELSOARD AND RELAYS INSIDE C.ASINET. CONDUIT C.ONC.EALED l"IITHIN SUILDIN6 l"IALLS, C.EILIN<S SPAC.E OR U.6. TIC.K MARKS INDIC.ATE GlUANTITY OF #IQ THHN / THY'IN C.ONDUC.TORS -U.O.N .. CONDUIT 5HOl"IN 11111TH NO TIC.K MARKS INDICATE 2 #IQ THHN / THl"IN C.ONDUC.TORS -U.O.N .. CONDUIT SHALL BE 1/2" MINIMUM -U.O.N .. HOMER.UN TO METER PEDESTAL. [I] TRANSFORMER PROVIDED SY PLUMBER AND Y'IIRED SY ELEC.TRIC.IAN PROVIDE AND INSTALL (I) EAC.H :l" SC.H. 40 PVC. FROM EAC.H CONTROLLER TO :l' PAST THE ED6E OF SIDEl"IALK. DEPTH TO PROVIDE :30" OF COVER SELOl"I FINISH OF SIDEY'IALK. PROVIDE ELECTRIC.AL Sl"IEEPS 11111TH A MIN RADIUS OF 24" PROVIDE 1/4" PULL ROPE AND AN INNERDUC.T.C.OM PART "JM-BLA-:30D:346U" CONDUIT PLU6 AT EAC.H END OF EAC.H DUC.T (;3) TOTAL DUC.T5 Key Map --···' RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a> 0 .... -~ C "' .., N ·-N ~ C 0 C "' 0.: ~ a ~ CJ -"' a. ~ ~ - C ij 1'l a> 0 N ·-~ .,; Ill g: Cf) cu ~ -0 ,, ~ C >-->--a w .a .. -0 :::, 00 ---"' °' -~ i5 cu i5 0 c' .. ,; C :::, m C " .. "E ~ 11,1 J' cu .. 1--·-.c -11,1 0 N .. j! .si a . .:: Cl V, D. cu ~ l a. .!! C V, " a u C ~ 11,1 " C E ~ C C) -~ m Ill l? w ,, "E " l. ,B C m -I a N ~ -~ 00 Consullant JIIIEST COAST DESl6N 6ROUP ELECTRICAL 4 Ll5HTIN5 ENe.lNEERS 266'12 PASEO ElRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA '12615 ('14"1) 240-1512> Revisions By Date Cttv REMew Set .BISH 02.21.13 /,\ 1st CoNB 9.bnllllll RO 03.00.13 & 2nd CoNB Submittal RO 05.24.13 4 Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submltlal RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225--S Project Manager LO Principal RO BUILDING ELECTRICAL E1 .06 ~~--~"~ EPJDE818Nlhillll1ilitl -~elaluklr)'a-dG0llfflJII .. !V1'Ml1~10,_ ~ lllCI Ill c1111VB artllnld lhlrM1 l'1 Ill f0m'IIII. R:lJcl'Q ptmdlllE dptlmd. 11-.~anin::tl:lba~hq ,.., ra--c,-.d101.h:lp!ltylillt'IJUl1111tcblltq 'MIWI perm&IIIDISKI ooneenl lnln EPIDES8IL 7 _J L SERVICE ENTRANc;E EGUIFMENT "M5" IOOA --'!e>O -5<P -5~ MEYERSMEU6-16X SELF-CONTAINED IOOA ""1ETER. SOCKET FER UTILITY SPECS. OJ 4" C.O. 5VC LA- TO FOc:; O'ER UTILITY 5FEC5J (I) ...._ GU. 6NC>. TO 10' 6ROLJND ROD. GONIIEGT INSIDE G,l,BIIET (flelit Nee :ac !l!!g) (I) "4-GU. EGI. eoND ('F'ER IEG 250--,.0 EGUIFMENT LOCATED IN RESTF<OOM BUILDIN6. SEE BUILDIN6 ELECTRICAL ____ _ FLANS FOR ADDITIONAL DETAILS ~A~ -4e>O -12012oe,-v -I ~-KVA TRANSFORMER 2 11 PVC !IV (5) #I XHtl~ Cv. (I) # 2 Cv. 6ND. 'P--l"PVCl'V (5) #e,I TH~N Cv. (I) # e, CV. c5ND. (I) #l/0 CU. '7ND. TO (!;ROUND BU5 COPPER c5ND ElUS MOUNTED ON V'IALL TE55e,O PART# . ----------HL6B-02IO-IS o (I) #1/0 CU. 6ND. TO INTERIOR YiATER PIPINc5 (PER NEC 250) "'i"'SH""'p=-=5=pH"' I BOOSTER 'l'---(1) #4 CU. c5ND. TO CONCRETE ENCASED #4 CU. OR 1/2" REBAR (PER NEC 250) L __ _ ALL EQUIPMENT SHALL BE MOUNTED IN HETER PEDESTAL. SINGLE-LINE DISTRIBUTION DIAGRAM NOTES: I. GOHBINATION HETER/LOADGENTER SHALL BE UTILIZED J/'IITH APPROVAL FROH SGE. 2. SERIES GONNEGTED RATING OF BREAKERS HUST BE USED. ALL OF THE BREAKERS HUST BE OF THE SAHE HANUFAGTURER AND U.L. LISTED FOR SERIES RATING. THE ASSEHBLY HUST BE RATED TO HANDLE THE AVAILABLE FAULT CURRENT AT THE APPLIED VOLTAGE. 9. THE EQUIPrvtENT SHALL BE GLEARL Y LABELED "CAUTION SERIES RATED SYSTEH 65,000A AVAILABLE FAULT CURRENT. IDENTIFIED REPLAGEHENT GOHPONENT REQUIRED". 4. ELECTRIC.AL SERVICE IS BASED ON HAXIHUH SHORT GIRGUIT CURRENT OF 6SKAIG AT THE SERVICE POINT. VERIFY THIS VALUE J/'IITH SGE AND REQUEST A LETTER J/'IITH ACTUAL AVAILABLE FAULT CURRENT PRIOR TO ORDERING SERVICE EQUIPrvtENT. IF VERIFIED VALUE DIFFERS GONTAGT ARGHITEGT. PROVIDE GOFY OF LETTER J/'IITH SUBrvtlTTALS. IOOA PANl:LBOARD PANEL "A" SEE PANEL SCHEDULE BELO~ I 2 11 c.Y\/ (4) # I THH~ CU (I) • 2 CU '7ND . Street Side SLOPE GONGRETE FOOTING AJl'IAY FR.Orv! PEDESTAL (all aroLJnd) TO PROVIDE DRAINAGE Sidell'la I k Bolt-do~n pol~mer lid marked "ELEC.T -SERVIC.E" PROVIDE VANDAL PROOF STAINLESS STEEL BOLTS Provide Pol~mer Box OLDC.ASTLE H-SERIES--------------- 11 304B-24 24" HEIGHT 0 • 3 II GRADE FINISH 6RADE METER PEDESTAL NO 5CALE INSTALL SGE DUGT TO PROPER LOCATION PLAC.E PULL BOX ON 12" OF C.RUSHED ROC.K. ROC.K BASE SHALL BE 12" LARGER IN ALL Dll'-'IENSIONS THAN PULL BOX. ALL Y'!IRES SHALL BE ABLE TO EXTEND A MINIMUM OF If>" OUT OF BOX. INSTALL CONDUITS TO BE STUBBED UP HALFY'!AY INTO PULL BOX ALL Y'!IRE: TERMINATIONS SHALL USE EITHER IMMl:RSION RATED SPLICE KITS OR. LISTED DIRECT BURY DEVICES. INSTALL PER MF6. INSiRI.IC-TIONS G) SERVICE DUCT PULL BOX DETAIL NO SC.ALE PANEL~o.:_A ___ _ SECTION: 1 OF L _ Bus: 120/208 VOLTS X Main C.B 100 AMP 9" ~IDE DETECTABLE UNDERcSROUND YiARNINc5 TAPE "CAUTION BURIED ELECTRIC LINE BELO~" ITEM •essoe,, AVAILABLE FROM SETON (e,oo) 511-25<11!> -=1111 111 g4,~ ~'f 11 12,, --..u.,,-, 11 Location: ELECTRICAL ROOM Serving: Normal Power _ _ 3PH,4 WIRE.,_ 100AMP _ Main~sOnly~~~-l lnlagrated Equipmenl SC Raling I Feed Thru Lugs X Ground Bus f Flush Mount J Top Faad >-~--_i2,000 RMS SYM AMPS Sub Feed L~ _ Isa. Gnd~us~--X _Surface Mounl _ Bot. Feed T~ ~ = = ~ Load ""' """' """"' -"'" IIIIP ME U G 1 6X -1 O O DESIGNED TO SUPPLY METERED POlfEil ro REMOTE LOCATIONS TYPICAL APPLICATIONS INCLUDE PMIKINC LOT LICHTINC, PUMP STATIONS .t STREET LIGHTING CUSTOM PRODUCTS 726 EAST llARRISON CORONA, CA 92879 1"''1 FRONT VIEW DDWCD AESET CIIVER, HINGED. PADLIIIJClllll...[, AND S£ALAB..E 11£'TER SNETY ...... ......... 1--'--I "'""""' 7 SEH.111'-E PADLIICIC ~ CUSTIIMER SttTJllrj ,., • CUSlDl'ER Eallf'IIENT IIREIII EODJ X lb,QD K EJ.B:I FRONT VIE'w' U:SS: DIDI. DrllD'llmll", IINll CDVEII MYERS TYPE MEUG16X SPECIFICATI□NS f909) 594-0800 PAX 909} 278-4144 ...___ -JL SIDE VIE'w' ~ IIEIIIVd..£ UTIUTY /ICC£SS IDYER Yi'P,t,111,JDC • METER SOCKET 7 JAW 100 AMPS. • STAINLESS STEEL CONSTRUCTION • METER SOCKET WITH TEST BLOCKS. • VOLTAGE480V303W. • LISTED BY UNDERWRITERS LABORATORIES, INC. • PAD MOUNT BASE AVAILABLE FOR CONCRETE FOUNDATION. • 12 CIRCUIT COPPER BUSSED INTERIOR. • MAIN BREAKER 100 AMP AMP 65KAIC. • 12 CIRCUIT COPPER BUSSED INTERIOR TO BE BOLT ON TYPE BREAKERS • UTILITY LANDING LUGS 200 AMPS. • VANDAL-RESISTANT ENCLOSURE HAS SIDE-HINGED DOOR AND DEADFRONT FOR EASY INSTALLATION AND MAINTENANCE. • UTILITY TEST SECTION. • RAINPROOF TYPE 3R ENCLOSURE. • ALL FACTORY WIRING IS 600 VOLT RATED COPPER. • HINGEDDOOR&DEADFRONT. • MEETS EUSERC 308 REQUIREMENTS. CATALOG NO. AMPS VOLTAGE MAIN AIC RATING MEUG16X-M100 100 480 100 65,000 • PAD MOUNTING BASE NOT INCLUDED. ELECTRICAL METER DETAIL-SPECIFICATIONS LEGEND, NO 5CALE ELEC.TRIC.AL METER ENC.LOSURE TO BE FROl'-1 STAINLESS STEEL. SEE SHEET El.OS FOR LOC.ATION C.OORDINATE INSTALLATION V'IITH LOC.AL INSPEC.TION AUTHORITY AND SC.E. PROVIDE A IS" THIC.K C.ONC.RETE PAD 6" LARGER THAN BASE Dll'-'IENSIONS, RAISED 3" ABOVE GRADE. EXAC.T LOC.ATION TO BE C.OORDINATED V'IITH THE LANDSC.APE ARC.HITEC.T. C.OORDINATE SC.E SERVIC.E DUC.T V'IITH UTILITY. PROVIDE A 10' x 3/4" C.OPPER C.LAD GROUND ROD IN METER BASE. PROVIDE LISTED C.ONNEC.TIONS FOR GROUNDING 4 BONDING. PROVIDE SUBMITTAL INSTALL TO BE VISIBLE IN FULL BOXES Circuit Desaiption _ _ VA AMf: Po~ CKT PH CKT Pole AMP VA _ Circuit Desq!pti~ --.f.!.""'I L I* Y .LIDHTS _ _ ,1An 20 2_ 1 A L ..2. ?n ,11m * ..::J!/ALKWAY UGHIS. _ --~-, T--~ L 96" , 1 • m O , 1-L • * WALKWAY LIGHTS 480 20 2 3 B 4 2 20 480 I* ..::J!/ALKWAY LIGHTS. 1 ' * Y J.WHTS = = I 720 I 20.J. 2-.J 5 I C I 6 I ..2. I 20 I 600 L * ..WALKWAY UGHIS = --~-t L I* WAU-ONAY LIGHTS I 720 I 20 I 2 I m17 A I 8 I 2 I 20 I 600 t* WALKWAY LIGHTS L ' L I L • l=-ni--l!>"MIN. --i= I I: I L * WALKWAY LIGHTS _ _ §300 20_ 2_ 1_Q_ _.1_ ffi20 500 _{fUTURE SCOREBOARD) L WALKWAY ,ill3HTS _ _ 300 2tt 2j 1.£_ _j_ 2 ...8.PACF _ _ SPACE _ _ ___ _ _ 20 1 1~ _.1_ 2 * _sTEP LIGHTS _ _ __ _,___, L L SAND SLURRY OR NATIVE SOIL COMPACTED TO '15%. m CONDUIT PER PLAN ----1 1 ~1 rr11 ~i:;igigg7Q -=111 rn-"TTT""'~T1" --. 'I I • •-111- _ _ ___ _ _ 2 1 1.2... _j_ _ ...OUTI EI @ BACl{S_TQe. N I nu, "O1.IAG.E. TOILETS _ _ 500 2 1 17 I C 1.§_ _j_ ..I-* ...RESTROOM UGl:IIS:'.i-~fillii:!:;:::J R I OUTLET =--.PLUMBING CHASE - -I 180 I 2~--t 17 19 I A I ~ I _j_ I 20 I 690 -;k*_BESTROOM UGHIS :JNT""" ..... ,..._=-... _j__.!.-J R OUTLET -TELEPHONE 180 20 1 21 B 22 1 20 1800 I HAND DRYER-MEN'S R 1 .... -~, i::T =...STQBAGE AREA = = I 180 I 20..l 1_J 2!itic I 24 I 1 I 20 1 ,aoo t HAND DRYER-WOMEN'S R OUTLET :___;iTORAGE AREA _ _ ~20a ,j 25 A Z§_ 1 _1 20 360 _IBRIGATION CONTROLLE~R----j-_.,_, I 1 •~uT 1NG_CQN.TROLS _ _ 20 1 27 B ~ _1 20 o:u:m jfl:RIGATIQN CQNTRQL.LE~R--t"--J 1-~--_ _ ___ _ _ 20 1 29 C 30 1 20 360 JBRIGATION CotilRQU. .... .,,__ ... _.LJ>Lj R L L M .. N " " Total Receptacle (R) Load@ 1B0VA/ea., 100% for first 10,000VA, 50% for remainder: SERVICE TRENCH DETAIL. NOTE 5, El.O1, 1.03 $ 1.05 Total Noncoincident (E) Load (Not included in demand load): 1 Total Lighting (L) Load@ 125%: 8.7 KVA Total NonConlinuous (N) Load: Total Motor (M) Load: 3.6 KVA Largest Motor: {25% added to demand load): 0.5 HP 1.08 KVA 0.00 KVA 1.58 KVA 0.13 KVA 1/2' PVC CONDUIT I'll O 4 MIN BARE COND~TOR TERMINATE ~ITH BU5HIN6 2" MIN. • NOT TO SCALE 0 ~ BOND TO INTERIOR AATER FIFE. U5E O 1/0 c,OFPE><. FER NEC 250. .. • I,•· .. ,. ONNECT <S,FWIJND BU5 TO NEUTRAL• TRANSFORMER ENCL05URE. BOND TO METAL CAN FER NEC 250. MINlt--UM OF 20' # 4 BARE t---c;oFf'El'tlNCONc;RETE---.J FOOTIN<S, FER NEC 250. CONCRETE ENCASED ELECTRODE TOTAL CONNECTED LOAD: AMP A B C TOTAL DEMAND LOAD 13.2 KVA Total/ PH 34 38 38 15.1 KVA 41.9 A * CIRCUITS CONTROLLED BY PHOTOCELL 4 (1) 2P SOA RELAYS. MOUNT RELAYS IN THE RELAY eox NEXT TO PANEL. RELAY SHALL BE SG. D. CAT II f>'IIODPA52VOI-FORM UI SEE Y'!IRIN15> SCHEMATIC BELOY'!. ON AT DUSK OFF @ DAl'IIN **CIRCUITS CONTROLLED BY TIME CLOCK. ON AT e, AM OFF @ 10 PM SEE Y'!IRIN6 SCHEMATIC-BELO~. 2 4 E, e, 10 12 5 i 'I II 14 A-21 [I] ~ 0>------+-111:t-+---, LIGHTINc:, OFF@ DA~ I l " " 0----------+-l;p 0---------+-lp :>--------+-11 :p :,___ __ 1:n 0----------lb 0-------+-l~ o----------;~-; a N A-20 r@ GI " ' RESTROOl'-1 LIGHTING ON1tl?>AM OFF• 10PM N ' [I] PHOTOC.ELL l'-'IOUNTED@ II' AFF ON NORTH SIDE OF BLDG. PHOTOC.ELL TO BE INTERl'-'IATIC. 11 K402I, NO SUBSITUTION ~ RELAYS SHALL SE SGI. D. C.AT II B"!IODPA32VOI-FORM UI SIZE HIN5ED TELEPHONE TYPE C-ASINET TO FIT EGIUIPl'-'IENT MIN DIMENSIONS TO SE 24"1/11 x 96" TALL x 6" DEEP ~ TOGGLE SV'IITC.H SPST I20V. LABLE PLATE "TEST" 4 "AUTO" GI Tll'-'IE C.LOC.K -INTERl'-'IATIC. II ETI04C. SET ON TIME @ SUNDOV'IN OFF Tll'-'IE @ IOPl'-1 I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 I-- CL a, C ·-C C a -a. - C a, ·-Ill G) "U C a .a .. :::, - G) .. :::, .. " G) .. ·-.c " .. a G) a. a " 0 r-.. "' ;g ... N "' ~ fil 0-: ..; ~ N -0 ~ ~ ij 8 N s ,,; 0. "' r-.. 0-: ..; ~ !,! >->- -0 "' --- ~ 0. 6 6 ' 0 .,-C " C " -~ 0 ~ J' -1<l ~ JJi -~ "' " 1' ~ .!! C i)j ~ C " ~ C E ~ C -~ w Ill 0 -~ "l! "U ,. 5l-C -.ll I a N :.i -~ "' Consultant V'll:ST COAST DESl6N 6ROUP ELECTRICAL 4 Ll6HTIN6 EN6INEf:R5 21!>1!>'12 PASEO BRILLO, SUITE 200 SAN JUAN CAPISTRANO, CA '12615 ('14"1) 240-I51f> Revisions By Data Cttv Review Set Jll/SH 02.21.13 /,\ 1st Col'I! Submillal RO 03.08.13 /,\ 2nd CoNB Submilllll RO 05.24.13 4 Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submltial RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 83670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager LO P~nclpal RO SERVICE & PANEL DETAILS E1 .07 "lhi&l~1finNTIR8CJliavbl. EPICEBl8Nallllrdl■l Ill~ lllallmynlcmrrmlllw IU'llwlhl9Qlld10tta. IDlll"Q!I nl 1111!1 dalt,B CDl'lll!b:llwlh., l!lllra,,,., ndld'Q ,-.cl.-.:1 ct,;Llz&d. lhi&l<hwVil• ntl:10 teall9.::l.-iif1/ ...,,nor88111J!ed10at11t1P11Wwlth:ll.llh:oblrt'O 'Mb9n pamllllcn 11111 CDIN"lta"n EPTtEl!DIL 7 _J L CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG-1-C PROJECT NAME SUNSET RIDGE PARK DATE 1.25.11 PROJECT ADDRESS 4850 W. PACIFIC COAST HIGHWAY PRINCIPAL DESIGNER-LIGHTING TELEPHONE Building Permit# 949-240-1378 DOCUMENTATION AUTHOR TELEPHONE Checked by/Dale METHOD OF COMPLIANCE 949-240-1378 Enforcement A=n~· Use GENERAL INFORMATION DATE OF PLANS I 1.25.11 I BUILDING CONDITIONED FLOOR AREA I 1,076 CLIMATE ZONE I s BUILDING TYPE 18 NONRESIDENTIAL 0 HIGH RISE RESIDENTIAL □ ouoo, 0 CONDITIONED SPACES (JI UNCONDITIONED SPACES 0 INDOOR I OUTDOOR SIGNS PHASE OF CONSTRUCTION Jg! NEW CONSTRUCTION 0 ADDITION 0 ALTERATION METHOD OF COMPLIANCE 0 PERFORMANCE 0 COMPLETE BUILDING Jg! AREA CATEGORY 0 TAILORED 0 COMMON LIGHTING STATEMENT OF COMPLIANCE This Certificate of Compliance hsts the building features and performance spec1ficat1ons need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION ALm-lOR SIGNATI.JRE DATE 1.25.11 Th8 Prtnclpel LlghUng Designer hereby certl es that the prolX)sed bulldlng design represented In this set construction documents la consistent With the other compile rice forms and worksheets, with the specifications, and with any other calcuhrtlons submitted v.tth this permit eppllcatlon. The proposed building hes been designed to meet the lighting requirements contained In the applicable parts of Sections 110, 119, 130 through 132, 146,148 and 149 of TIHa 24, Pert 6. BJ The plans & specifications meet Iha requirements of Part 6 (Seel.ions 10-103a). D The installation certificates meet the requirements of Part 6 (10-103a3). D The operation & maintenance information meets the requirements of Part 6 (10-103c). Please check one: (These sections of the Business and Profesion5 Code are printed in full in the Nonresidential Manual.) S I hereby affirm that I am el lg Ible under the provisions of Division 3 of the Buslnese and Professions Code to sign thla document ea the peraan responsible for its preparation; and that I am licensed in the Stale of California as a civil engineer or electrical engineer, or I am a licensed archilec:I. D I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the pan;cn responsible for its preparation; and that I am e licensed contractor performing this work. D I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because It pertains to a structure or type of work described as exemnt nursuant to Business and Professions Code Sections 5537, 5538 and 6737 1 PRINCIPAL LIGHTING DESIGNERS NAME I ' """ I DATE 1.25.11 ILIC.# LIGHTING MANDATORY MEASURES ✓ D Indicate location on plans of Note Block for Mandatory Measure LIGHTING COMPLIANCE FORMS & WORKSHEETS (chedl: box if worksheet i1 included} • L TG-1-C, Parts 1 of 4 and 2 of 4 Certtflcete of Compliance. Part 1 of 4 and 2 of 4 are required for all submlttals 0 L TG-1-C, Parts 3 of 4 Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed • LTG-1-C, Parts4of4 certificate of compliance. Part 4 of 4 submittal is required when lighting controls are installed ll LTG-2-C Indoor Lighting Schedule 0 LTG-3-C Portable Lighting Worksheet □ LTG-4-C Lighting ControlB Credit WorkBheet Jl: LTG-5-C Indoor Lighting Power Allowance 0 LTG-6-C Tailored Method Worksheet 0 LTG-7-C Room cavity Ratio Worksheet 0 LTG-B-C Common Lighting S}'&8ms Method Worksheet 0 LTG-9-C Una Voltage Track Lighting Worksheet 0 OLTG-4-C Signs (Saa OL TG-4-C Sign Worksheet in Chapter 6, Outdoor Lighting and Signs Chapter) 2005 Nonresidentiaf Compliance Forms January 2006 INTERIOR LIGHTING SCHEDULE (Part 2 of 2) LTG-2-C "-'" SUNSET RIDGE PARK I"-'" 1.25.11 INSTALLED LIGHTING POWER FOR UNCONDITIONED SPACES Luminaire a 0 ~ ~r ~. Type Description ~ 3 Name -~ C FLUORESCENT WALL MOUNT CFL D FLUORESCENT CEILING MOUNT TB E FLUORESCENT CEILING MOUNT TB Lamps/Ballasts Installed Watts u z C ~3 • ii" ~a a. i;;- • 3 -·~ a• 1 2 4 E • ~ " ' J z I C 1i 3 j -!l" ✓ rz I ~ I, s. r" C C ~ 3 ., I~ 0-a.3 .-~r !!l: .-~-i Gi" .. 1i ~ " ~g 3 irl cm ~ . -= " ... 32 1 35 ✓ 6 210 32 1 62 ✓ 3 186 32 1 114 ✓ 2 228 BUILDING TOTAL (sum of all pages)el+====6=2=4=l! CONTROL CREDIT (from L TG-4-C) I + I ,=====l ADJUSTED ACTUAL WATIS ~l•--~6~2~4~1 2005 NONRESfDENTIAL COMPLIANCE FORMS January 2006 Lighting Mandatory Measures □ Building Ligh1ing Shut-off The building lighitng shut-off system consists of an automatic time switch, with a zone for each floor. D Overide for Building Lighting Shut-off The automatic building shut-off system is provided with a manual accessible override switch in sight of the lights. The area of override is not to exceed 5,000 sq.ft. Gf Automatic Control Devices Certified All automatic control devices specified are certified; all alternate equipment shall be certified and installed as directed by the manufacturer. [if Fluorescent Ballast and Luminaires Certified All fluorescent fixtures subject to certification and specified for the projects are certified. Gf Individual Room/Area Controls Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor-to-ceiling walls. D Uniform Reduction for Individual Roams All rooms and areas graater than 100 ft2 and more that 0.8 W/ft.2of lighting load shall be controlled with multi-level switching for uniform reduction of lighting within the room. D Dayli1 Area Control All rooms that are greater than 250 ft2 and contain windows and skylights, that allow for the effective use of daylight in the area shall have 50 percent of the lighting power in each daylit area controlled by a separate switch; or The effective use of daylight throughout cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG-1-C PROJECT NAME SUNSET RIDGE PARK I DATE 1.25.11 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From LTG-2-C) PORTABLE LIGHTING (From L TG-3-C) LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From L TG-4-C) CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER INSTALLED LIGHTING, UNCONDITIONED SPACES (From L TG-2-C) LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From L TG-4-C) UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES ✓ □ COMPLETE BUILDING METHOD {from LTG-5-C) J8I AREA CATEGORY METHOD (from L TG-11-C) □ TAILORED METHOD (from L TG-5-C) ALLOWED LIGHTING POWER I ALTERNATE COMPLIANCE ✓ □ PERFORMANCE METHOD □ COMMON LIGHTING SYSTEM (fn;,m LTG-8-C} ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACE (From L TG-5-C) + - = - = INSTALLED WATTS 624 624 ALLOWED WATIS 671 I Walts ~-----~ I MANDATORY LIGHTING MEASURES FOR INDOOR AND DAYLIT AREAS MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS I CONTROL TYPE ✓ NOTE TO CONTROL LOCATIO (Auto Time Switch, SPACE CONTROLLED If Control is (Room #,Area#, or CONTROL Dlmmlng,Photoaenaor, Lists the location of for FIELD Description ) IDENTIFICATION etc.) controlled lights Daylighting 2006 NONRESIDENTIAL COMPLIANCE FORMS January 2006 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C PROJECT NAME SUNSET RIDGE PARK DATl .25.11 PROJECT ADDRESS 4850 W. PACIFIC COAST HIGHWAY PRINCIPAL DESIGNER-LIGHTING TELEPglfll'.240-1378 Building Permit# DOCUMENTATION AUTHOR TELE~40-1378 Checked by/Data Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS I OUTDOOR LIGHTING ZONE ( ✓ One) 0 LZ1 □ LZ2 181 LZ3 0LZ4 FUNCTION TYPE liJ OllTDOOR LIGHTING 0 OllTDOOR SIGNS 0 INDOOR SIGNS PHASE OF CONSTRUCTION 181 NEW CONSTRUCTION 0 ADDITIONS O ALTERATIONS STATEMENT OF COMPLIANCE This Certificate of Compliance liSts outdoor lighting sy8tem specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting ~uirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE 1.25.11 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construc:tion documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit applic:ation. The proposed building has bean designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 130 ltirough 132, 146, and 149 of Title 24, Part 6. Please ✓ one: ISi I hereby affirm that I am eligible under the provisions of DMsion 3 of the Business and Professions Code to sign this document as the per.;on responsible for Its preparation: and that I am licensed In ttie State of Callfomla as a clvll engineer or elactrtcal engineer, or I am a licensed arcilltect. D I afflm, that I am eligible under the provisions of DIVIBlon 3 of the Business and Profeaslons Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation: and that I am a licensed contractor performing this work. D I affirm that I am eligible under Division 3 oftha Buslnass and Profeselons Code to sign this document because It pertains to a structure or type of wort described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (These sections of the Busin61:15 and Prof61:1sions Code are printed in full in the Nonresidential Manual.) PRINCIPAL LIGI-ITING DESIGNERS NAME SIGNATURE DATE UC.# 1.25.11 INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE & WORKSHEETS (Check box if worksheet is included) For detailed instructions on the use of this end all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manuar published by the California Energy Commission. !Kl OLTG-1-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be inco-orated in schedules on the nlans. Either L TG-1-C or OL TG-1-C may be used for signs as follows: 1. Use L TG-1-C if the project consists solely of indoor signs 2. Use L TG-1-C if the project c:x:insists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. 3. Use OL TG-1-C if the project consists solely of outdoor signs 4. Use OL TG-1-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor lighting 181 OLTG-2-C Lll:it-11 "~~ . Appl1catJle 1-'ar u:; requ1reu 1ur ALL outdoor 1gr1ung allowances 1c:xcepl 1or Signs) t::iloLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations. 0 OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally end externally illuminated signs, for both indoor and outdoor sians 2005 Nonresidential Compliance Fonns January 2006 I. :2. TITLE 24 MANDATORY MEASURES SEE OL TG-IC (PART :2 OF 4) ALL PERMANENTLY INSTALLED LUMINAIRES RATED OVER 100 li'lATTS EITHER HAVE A LAMP EFFICACY OF AT LEAST bO LUMENS PER AATT OR ARE CONTROLLED SY A MOTION SENSOR. SEE SECTION 19:2. ALL LUMINAIRES l"IITH LAMPS RATED GREATER THAN 115 l"IATTS IN HARDSC.APE AREAS INCLUDING PARKING LOTS, BUILDING ENTRANCES, CANOPIES AND ALL OUTDOOR SALES AREAS MEET THE CUTOFF REQUIREMENTS OF SECTION 19:2(b) 9. CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG-1-C PROJECT NAME SUNSET RIDGE PARK I DATE 1.25.11 Designer: This fonn is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parenthesis. The NJ number designates the Section In the Appendix of the Nonresidential ACM Manual that describes the test. Also Indicate the person responsible for performing the tests (I.e. the Installing contractor, design profesalonal or an agent selected by 1he 01Nner). Since this form wlll be part of the plans, completion of Ihle section wlll allO'oV the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acc11planc:t1. Before an occupancy permit Is granted for a newly constructed bulldlng or space, or a new space-conditioning eyatem serving a bull ding or space Is operated for normal use, all control devices serving the bulldlng or apace shell be cerllflad as meeting Iha Acceptance Requirements for Code Compliance. In addition a Certificate of Ac:ceplance, L TG-1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installatiOl'"l certificates, and operating and maintenance information meet the requirements of§ 10- 103(b) and Title 24 Part 6. Test Description Test Performed By: S L TG-2-A: Lighting Control Acceptance Document -Occupancy Sensor Acceptance -Manual Daylight Controls Acceptance -Automatic Time Switch Control Acceptsnce Equipment requiring acc:eptsnce testing OCCUPANCY SENSOR ASTRO DIAL TIME CLOCK D L TG-3-A: Automatic Daylighting Controls Document Equipment requiring acc:eptanc:e testing 2005 NONRESTDENTIAL COMPLIANCE FORMS January 2006 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C PROJECT NAME SUNSET RIDGE PARK Ughtlng Schedule& on Plane Show that 01.ddoor Lighting Meel& Allowed Lighting Power ✓ ,Kl Lighting power allowances for general site illumination on OL TG-2-C Part 1 of 4 0 Not Applicable D Lighting power allowances for local ordinances or for security multipliers on OL TG-2-C Part 2 of 4 ~ Not Applicable D Lighting power allowances for specific applications, other than vehicle service stations with canopies on OL TG-2-C Part 3 of 4 181 Not Applicable D Lighting power allowances for vehicle service station canopies on OL TG-2-C Part 4 of 4 181 Not Annlicable D Sign llghtlng compliance on OL TG-4-C 181 Not Applicable Mandltory Mea&ure& on Plan& Show that 01.ddoor Lighting MeeUI Outdoor Ughtlng Control& and Equipment lndll.llUI kl<.idlon on pl-Qf NOW Block for ll~ndmlry llhuu~ ✓ 181 Installed lighting power has been determined in accordance with § 130(c)1 D Not Annlicable S All permanenUy installed luminaires with lamp rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor§ 132(a) □ Not A.-.nlicable D All Luminsires with lamp rated greater than 175 watts in hardscape srsas, including parking lots, building entrances, canopies, end all outdoor sales areas meet the Cutoff Requirements of§ 132(b) _s Not Applicable D All permanently installed outdoor lighting meets the Control Requirements of § 132(C)1 f8I Not Applicable D Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multl-Level Lighting Requirements of§ 132(c)2 f8I Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROL TYPE AREA. CONTROLLED IOENTIFICATION Allio Tim• Swlldw'PhOUHl-or, al<> RESTROOM PHOTOCELL PHOTOCELL ALL SITE L TG. 2005 Nonrasidantisl Compliance Forms ALL PERMANENTLY INSTALLED OUTDOOR LIGHTING MEETS THE CONTROL REQUIREMENTS OF SECTION 19:2(c) NOTE TO """ January 2006 For lighting of building fc::icc::ides, pc::irking lots, sc::iles c::ind non-sc::iles cc::inoples, c::ill outdoor sc::iles c::irec::is c::ind student pick-up/drop-off zones l"lhere tl"lo or more lumlnc::iires c::ire used, c::in c::iutomc::itlc time Sl"lltch shc::i 11 be lnstc::i I led thc::it Is cc::ipc::ible of (I) turning off the lighting l"lhen not needed c::ind (:2) reducing the lighting pol"ler (In l"IC1tts) b~ c::it lec::ist 50 percent but not exc;eeding 80 perc;ent or b~ providing contlnous dimming through c::i rc::inge thc::it Include 50 perc;ent through 80 percent reduction unless exempted from the 6 possible exc;eptlons See Section 19:2(c):2 INDOOR LIGHTING POWER ALLOWANCE LTG-5-C PROJECT NAME SUNSET RIDGE PARK I"-'" 1.25.11 ALLOWED LIGHTING POWER (Choosa Ona Matl'lod) COMPLETE BUILDING METHOD ■ CONDITIONED SPACES PER ;ft21 .,_ BUILDING CATEGORY {FROM§ 146 Table 146-B) BLDG.AREA WATTS AREA CATEGORY METHOD -CONDITIONED SPACES A B D AREA CATEGORY (From §146 Tabla 146-C) WATT;:; AREA ALLOWED PER (ft') (ft') WATTS TOTALS e--,-.-,-,---11 ~ I TAILORED METHOD-CONDITIONED SPACES TOTAL AU.OWED WATTS (From L TG-6-C) UNCODITIONED SPACES • 0 r n Complete Building and Area Category Methods ~r:~TTJ "(ft¾-ALLOWED CATEGORY (From !i 146 Table 146-B &C) WATTS PUBLIC RESTROOMS 0.6 670 402 STORAGE ROOMS 0.6 150 90 MECHANICAUELECTRICAL EQUIPMENT ROOMS 0.7 256 179 671 TOTALS AREA WATTS TAILORED METHOD -UNCONDITIONED SPACES TOTAL UNCONDITIONED SPACES AU.OWED WATTS (FromLTG-5-Cand LTG-8-C) 671 2005 NONRESIDENTIAL COMPLIANCE FORMS January 2006 LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2-C PROJECT NAME SUNSET RIDGE PARK I CATE 1.25.11 LIGHTING POWER ALLOWANCES· GENERAL SITE ILLUMINATION -(Table 147-A.) Allotted Watts Lumlnalre Lampa/Ballaats Installed Watts A B C D E F G H I J K L • " 0 ✓ -~ ~-~ □ • • ' • r r, Lightin9 Applications ti " ~ f;> !-~ n ri' r r ij • -· ~-a~ ' 0 -z C CZ "•i Category .. -. •• ~~ n [~ I· I~ g. ::E □-2. C: -<'~ii -•3 . -~ Ii ,, "" ~ , 3 (Table 147-A) S"t 81 ~-i •□ !!". c:r ""' = ,o "5l i if 1i i!!l ... "" qr l 1( c m . ' 3 ii & Description , , = □ BUILDING WALKWAYS BOLF 4.00 240W FIG WALt<:NAY LIGHT CUTOFF CFL 1 32 1 35 ✓ 3 105 Total Allotted Watts 240 Total Installed Watts 105 2005 Nonresidential Compliance Forms January 2006 ILLUMINATED AREA CALCULATION WORKSHEET (Part 2 of 5) OLTG-3-C PROJECT NAME SUNSET RIDGE PARK 1~~ 1.25.11 A. Hardscape -Method (ii) Hardscapa for drivawavs, site roads, sidewalks, walkw::avs and bikaw::avs- A B Lisi Specific Application (Table 147-A) -,,,_. w• _5 Wice pain incorporating as much 01 the pavtid area as POS&lble. WALKWAYS 60 L. FT. Chackllst )( § 147(c)1 B -Each portion llf all illuminated areas has bean assigned only one lighting application, and Iha applications are ameistenl with Iha actual uaa of Iha areas. A § 147(c)1 B Method {11)-General lllumlnatlon areas for site roadway, driveway, sidewalk, walkway, or blkeway Includes only those Illuminated areas that are In the bounds of the Appllcauon and Includes a 25 foot wide area running Blong the axis or the path oftmvel and Includes as much of the paved area as possible B. Building Entrances without Canopies A B C Width of WlndoW plus 3 1eat Smaller of 1 B feat or distance to Iha edge cf the A= -------· llna /Ax Bl lft1l Checklist □ §147(c)1B -Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of the areas. □ § 147(c)1 A-General illumination areas includes only those illuminated areas that are in the bounds of Iha Application and are within a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by a sign or other structures. 2005 Nonresidential Compliance Fonns January 2006 I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a> 0 .... C "' .:\ .., N ·-"' ~ C 0 C "' 0.: ~ a ~ CJ -"" a. ~ ~ - C ij 1'l a> 0 N ·-~ .,; Ill g: Cf) cu ~ -0 ,, ~ C >->-a w .a .. -0 :::, "' --"" "' -N 6 "' cu 6 0 a~ .. "' C :::, " C "C .. ·z: ~ 11,1 ,f cu .. 1--·-.c -11,1 0 N .. !/ Ji a ·c 0 CL cu ~ l J!1 a. C " a u C ~ 11,1 " C E 0 ~ C 0) -~ Ill (!) w ,, ·z: -"ll ~ "- C C " -w i a N ~ "' -"' "' Consultant ~EST COAST DESl6N 6ROUP ELECTRIC.AL 4 Ll6HTIN6 EN61NEERS 266<12 FA5EO BRILLO, 5UITE 200 5AN JUAN C.AFl5TRANO, C.A <12615 (<14<!) 240-1918 Revisions By Date Cttu REM.., Set .ll,ISH 02.21.13 /,\ 1st CoNB &bnltlel RO 03.08.13 fr.. 2nd CoNB Submittal RO 05.24.13 4\ Revision Submittal RO 07.19.13 /,\ 3rd CoNB Submittal RO 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager LO Principal RO TITLE 24 CALCULATIONS E1 .08 lha8a~aenlNTIBnl8(1teMDII. EPJDBllGNnlll_, Ill~ ellllutxynlmrmm BW r\1'11....., IIIQl!ldblma OIMQl;lin:llhlc:av-!Xnlndu..ine1tmanttd"v pl'ad lin:I crc,il!ld. lha8aa&llllrQll n IIOlll ba&lnd hffl/ _., nar~b ana PfllVllllhOIJl11111:0lllln'G ¥llllfll'I p!lmllliblav:I IDIB1I frm1 EPIOESO'II. 7 _J \\\\(/))J EXJSTING FENCE JOIN ~ EXJSTING FENCE LINE -TO BE REMOVED ,<) ~ d P.A. / / BOUNDARY OF POTENTL',ll_ Y SIGNIFICANT VEGETATION -PROTECT IN PLACE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ ~~ \ \ \ s'dl" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ P.A. Y)c::i tx'0 \ I ~AD,;_JAC-E~N~T~NOV~AR-EA.---'(S~E~\ POLYGON) -PROTECT IN PLACE 111!11:-llilll~,-- ENCROACHMENT LIMITS OF ACCIBS ROAD ARE TO BE SUAIIEYED AND STAKED PRIOR TO COMMENCEMT OF CONSTRUCTION Apr 28, 2015 -5:02PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sheets\CD\Constructlon\L 1 .01 Construction Plan.dwg XIS NG RISIDEN A, EXJSTING PROPERTY LINE ~--~~1 d - \ \ ...... ...... \ \ \ \ \ \ P-22 P-20 \ \ \ TURF ........ ., \,_ s I I I I I \ ADJACENT NOV AREA (SE POLYGON) -PROTECT IN PLACE __ 1-'1 ___ _ WALL f------~ MATCHLINE -SEE SHEET L 1.02 50' BOUNDARY OFFSET FROM NOV AREA SETBACK 100' BOUNDARY OFFSET FROM NOV AREA SETBACK P.A. E XIS RI SID - NC N 6,, ' ' ' ' ' -111111"- ~ '' 5 I I I I I JJ-1 I TURF <01-~~aa~-□~" ~-~ I TO TI-71RD BASE ~ 'I ~ [8g ~ ", I, " ',,' i,' R188'-4" ---- UTILITY LEGEND ... ..@.. Fire Hydrant )&--<> Electroller G@a <1> Ornamental street Ught p.. 0--0 Existing Lights -ee Plans for Relocations t-n-il Traffic Signal ... Traffic Sign i.J Street Monument D-Reclaimed wawr Meter aO--Domestic Water Meter --Water Valve •re':' Transformer Ill Storm Drain Junction Box ... Curb Inlet l••I Storm Drain Media Filter @ Storm Drain Manhole -----@-Storm Drain Treatment Manhole --Sewer Manhole ~ Sewer Clean Out ,,;. R12'-0" "1,- TURF R7'-6' RB0'-0'' --------. ~1 TURF I I I I I I I I I I I ---- ABBREVIATION LEGEND SYMBOL DESCRIPTION q_ Center Line F.O.W. Face of Wall F.G, Finish Grade F.O.B. Face of Building o.c. On Center PA Planllngl>lea ft Property Line TYP. Typical 7\ Allen with Parallel Face VIF Verify in Field L.O.W Limit of Work P.I.P Poured in Place EQ, Equal SITE AMENITIES LEGEND For materials, colora, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal De1ail G, Sheetl1.12 I SA-2 I Trash Receptacle - I SA-s I Bleacher Detail A, Sheet L1.17 I SA-4I Player Bench D01all A, Sheetl1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I ShootL1.10 I SA-7 I Pet Waste Dispenser Detail H, Shoot L1.10 I SA-a I Bicycle Rack D01all D, Sheetl1.10 I SA-9 I Bat Rack Detail H, Sheetl1.17 ISA-10I Bench Pad and Anchoring Detail E, ShootL1.10 ISA-11I Pitching Rubber Detail 8, Sheet L1.17 ISA-12I Home Plate and Bases Detail B, Sheet L1.17 ISA-13I Portable Baseball Outfield Detail F, Home Run Fence Shaatl1.17 ISA-14I Entry Trellis DBIBilB A, B, C. D Ir. E, Si-!L1.18 ISA-15I Tension Shade Structure Detail G, at Picnic Area Shaat L1.17 ISA-16I Tensile Shade Structure Detail B, at Baseball Field Sheet L1.11 ISA-11I Play Equipment DetailA, Shaatl1.19 ISA-18I Climbing Play Log DetailA, Sheet L1.19 ISA-rnl Custom Play Sculptures Details D & E, Sheatl1.19 ISA-20I Butterfly Garden Anchoring Refer to Constr. Legend ISA-21I Soccer Field (Goals and Net) Refer to Constr. Legend ISA-22I Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-23I OMIT - - ISA-24I Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-2sl Drinking Fountain Detail E, Shaat L1.17 ISA-26I Habitat Restoration Sign Detail C, Shoot L1.17 CONSTRUCTION NOTES 1 , This plan is for the purpose of horizontal control (staking) of construction features not located by the project cMI engineer or architectural drawings and for construction reference of site construction features detailed herein. 2. Refer to civil drawings fer the vertical control of all construction features and for the horizontal control of all walks, Ensure the.I fine grades he.ve been set correctly prior to installing walks. footings. walls and other structures. 3. All dimensions ate staked perpendicular or parallel, unless otherwise indicated Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless Indicated otherwise on dra'Nlngs. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owners authorized representative for clarlflcatlon. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 6. Refer to civil and architecture plans for all waterproofing and drainage specifications. 7. Conform to work mquimments of latest adapted edition of uniform building code and other applicable local and state codes. ordinances and regulations. 8. All accesslblllty references shall comply to ·caIIfomIa Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. 1 o. The contractor shall be responsible to oonsult with site superintendent, appropriate agencies, and drawings for verifying locations of underground utilities, pipes and related structures. The contractor shall taKe sole rasponslblllty for costs Incurred due to damage of said utllltles If proper verification was not performed. 11. The contractor shell not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shall Immediately b~ng such conditions to the attenuon of owners authorized representative for resolution, The contractor shall assume full responslblllty for costs Incurred and required modlflcatlons due to lack of providing such notlflcatlon, 12. Coordinate with other contractors' work to properly execute contractors work. 13. Ensure that dralnllnes, electrical conduits, sleeves, etc., are In place prior to installation of paving and walls. 14. Replace or repair existing materials that are damaged by contractor during construction operations. 15. Paving, sealant and stone veneer wall mack-ups are mquired -refer ta specification for complete mock-up criteria. 16. Ensure that curved edges have smooth and continuous curves. 17, Verify property and llmlt-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL CD Existing Concrete Sidewalk typ. Refer to ~ubilo Imp. Plans 0 Existing Curb/ Gutter Reier to PUtJIIC Imp. Plans 0 Landscape Drain, typ, R81et to Civil Eng. Plans 0 Electrical Transformer Reier to Dry Utility Plane 0 Rafer to Electrical Outlet Electrical Plans 0 Site Ughting Refer to Electrical Plans 0 Park Restroom Building R81et to Al'Ch. Plans 0 Overloofl: Trellis Reier to Arch. Plans ® Manhole Refer to CMI Eng. Plans @ Concrete Headwall Refer to CMI Eng. Plana @ V-Ditch Refer to CMI Eng. Plans @ Drinking Fountain Reier to Aroh. Plans ® Domestric Water P.O.C Rafer to Civil Eng. Plana @ Exlstlng Fence (P.I.P) - PAVING LEGEND For materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 [P_I] Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail 8, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L 1.09 [§] Sawcut Joint Detail I, Sheet L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [§] Doweled Expansion Joint Detail F, Sheet L1.09 [_P_-9_] Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheet L1.19 [P=i_iJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-12I Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, T yp. DetailO, Sheet L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Sheetl1.19 IP-17I Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheetl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 IP-20I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Sheetl1.10 I P-21 I Concrete Apron at Ught Bollard Detail C, Sheetl1.10 I P-22I Gravel Maintenance Access Road Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, ShoetL1.10 I P-25 I Turf Block Delallo E & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND For materials, colors, flnlshes and models, see Master ConstrucHon Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade WaJI DelailA, ShoetL1.12 I W-2 I Ballfield Seatwall Detail 8, Sheetl1.12 I W-3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Ove~ook Trellis Seatwall Detail E, SheetL1.12 I W-5 I Verdure Wall, Typ, Refer to Verdure Plane I W-6 I Sound Wall at Detail F, Superior Avenue Sheetl1.12 I W-7I Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, SheetL1.15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-10I Concrete Steps at Details A& E, Backstop SheetL1.15 Iw-11I Chain Link Gate DatallD, ShoetL1.14 IW-12I Concrete Steps with F,G,&H/L1.16 Cheekwall -Grand S"31rway A&B/L1.15a lw-rnl Cable Railing at Detail 8, Verdura Wall Shaatl1.14 IW-14I OMIT -- lw-1sl Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-16I Baseball Back5top Dstails C & D, SheetL1.18 lw-11I Ballfield Stairway Details B, D & E ShoetL1.15 lw-rnl Dugout Gate Detail C, Sheet L1.17 Iw-10I Perimeter Chain Link Del8.IIA, Fence ShootL1.14 lw-20I Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Shoot L1.20 lw-22I Bridge at V-Dltch Details A, C, D & E, 8haatL1.11 IW-23I Retaining Wall with Cable Railing Detail C, Sheetl1.14 0 5 10 20 40 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; -,0 D ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ Ill "' 0 G> "l Cf) .,, ~ -,0 "' -0 C ,-,- D w .A .. 0 :) co ---0 "' -"' j "' G> <( 0 .. u ,,- if C :) ., ,:, .. "E " y w " G> 0.. .. 1--·-..c y g .. -~ i D L "' Cl a. G> L !' D. .l!1 C "' " D u C ., y " ~ Ill -~ (') w .,, ~ -w C " -w D "' ~ co -"' Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB Submittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Plan L 1 ~01 Tll9s9 drawlnlJI Riil 11'18trurl'llll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll. stanoory and coo,mcn BW right wllh regard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld and dlgllll&d. Tl'M8 mw.tr(l8 lillll 00! Ill b8 8ltlnd In llrl)' WIii, oor a&el~ed to a third per1y without ftrst obtBlrirQ 'M'lltBn permlulcn erll con11ent from EF'TD~IC:t,J, 1il rf) "le D " ~ i 0 (..) C ~ E 8 C .2' ill "l2 Q. ., I "' ~ @ .... - C\J 'E 0. <( --1;1• -/ ~\ ' L,---/ ~· ~ --/-;:::. ~.if J!iii!I---- --/-\ ~-~~ , ~ ?r~ ;. f-. ----I. --.,_ ~ ~ ~ I PLACE \ ,~ MATCHLINE -SEE SHEET L 1.01 -- ADJACENT NOV AREA (SE A I I I I I l _"'--.! ___ _ TURF R188'-4' .. I I I ~ PLACE \ POLYGON) -PROTECT IN l I, NOTE AT THIS LOCATION WIDEN CONCRETE ~-r'c.,:0--'9 SERVICE ROAD HEADER TD ,;; 12" AND DOUBLE REBAR QUANTnY. ~ \'----._ ----------- -----~------, ~L=-· --!MEET RAMP FLUSH 0 0 I I \ EXJSTING GATES (PROTECT IN PLACE) EXJSTING WALK (PROTECT IN PLACE) EXISTING CONCRETE VEHICULAR RAMP (PROTECT IN PLACE) \ I ~ ~ ------ ' • \ I ------------\ UTILITY LEGEND ,e...@.._ Fire Hydrant )&-< Electro lier fr,,7 I'°' I ''"""" Omamental Street Light w l1--o-b ~1st ng Llgnts -.:)tie Plans for Relocations t.o.U Traffic Signal .L Traffic Sign i.J Street Monument D-Reclaimed water Meter aO-Domestic Water Meter ---Water Valve 1-iiii Transformer ~ Storm Drain Junction Bax .ii. Curb Inlet l••I Storm Drain Media FIiter ® Storm Drain Manhole ----@)-Storm Drain Treatment Manhole ----Sewer Manhole ~ Sewer Clean Out 0 t \ I ABBREVIATION LEGEND SYMBOL DESCRIPTION ~ Center Line F.O.W. Face of Wall F.G. Finish Grade F.O.B. Face of Building o.c. On Center PA Planting Area It Property Line TYP. Typical r\ Align with Parallel Face V.I.F Yelly In Field L.O.W Limit of Work PIP Poured in Place EQ Equal Apr 28, 2015 -5:05PM J:\E07-500\E07-511 Sunset Ridge Perk\CAD\Sheets\CD\Constructlon\L 1 .02 Construction Plan.dwg n so+oo ------------------------------- ------------ --------------- ---------------0 ~ ------------------+---____~ / ~/ ~ =-=-- I ~ SA-24 I I I ·"":Ee==-· ====~0c:::/~ -~ ---+------_ ~ EXISTING WALK (PROTECT IN PLACE) W-22 e.A "' I q .... ,---....I ~ w :::c -en ltjj .~ .~ ....I 15 •i I ~+-~ ---. ~5311 -----------------~ ~ ~ -~ - 0 ~ ~ ~ ~ ~ \ I I I I I I ~ ----------I ----- ~ ~ ------------\ SITE AMENITIES LEGEND Far materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal De1ail G, Sheetl1.12 I SA-2 I Trash Receptacle - I SA-s I Bleacher Detail A, Sheet L1.17 I SA-41 Player Bench D01all A, Sheetl1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I ShootL1.10 I SA-7 1 Pet Waste Dispenser Detail H, Shoot L1.10 I SA-a I Bicycle Rack D01all D, Sheetl1.10 I SA-9 I Bat Rack Detail H, Sheetl1.17 ISA-101 Bench Pad and Anchoring Detail E, ShootL1.10 ISA-111 Pitching Rubber Detail 8, Sheet L1.17 ISA-121 Home Plate and Bases Detail B, Sheet L1.17 ISA-131 Portable Baseball Outfield Detail F, Home Run Fence Shaatl1.17 ISA-1•1 Entry Trellis DBIBilB A, B, C. D Ir. E, Si-!L1.18 ISA-151 Tension Shade Structure Detail G, at Picnic Area Shaatl1.17 ISA-161 Tensile Shade Structure Detail B, at Baseball Field Sheet L1.11 ISA-111 Play Equipment DetailA, Shaatl1.19 ISA-181 Climbing Play Log DetailA, Sheet L1.19 ISA-191 Custom Play Sculptures Details D & E, Sheatl1.19 ISA-2□1 Butterfly Garden Anchoring Refer to Ccnstr. Legend ISA-211 Soccer Field (Goals and Net) Refer to Ccnstr. Legend ISA-221 Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-231 OMIT -- ISA-241 Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-251 Drinking Fountain Detail E, Sheat L1.17 ISA-261 Habitat Restoration Sign Detail C, Shoot L1.17 CONSTRUCTION NOTES 1 , This plan is for the purpose of horizontal control (staking) of construction features not located by the project cMI engineer or architectural drawings and for construction reference of site construction features detailed herein. 2. Refer to civil drawings fer the vertical control cf all construction features and for the horizontal control of all walks, Ensure that fine grades have been set correctly prier to installing walks. footings. walls and other structures. 3. A.II dimensions ate staked perpendicular or parallel, unless other"Wise indicated Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless Indicated otherwise on dra'Nlngs. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owners authorized representative for clarlflcatlon. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 6. Refer to civil and architecture plans for all waterproofing and drainage specifications. 7. Conform to work requirements of latest adopted edition of uniform building code and other applicable local and slate codes. ordinances and regulations. 8. All accesslblllty references shall comply to ·caIIfomIa Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. 1 o. The contractor shall be responsible to oonsult with site superintendent, appropriate agencies, and drawings for verifying locations of underground utilities, pipes and related structures. The contractor shall taKe sole rasponslblllty for costs Incurred due to damage of said utllltles If proper verification was not performed. 11. The contractor shell not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shall Immediately b~ng such conditions to the attenuon of owners authorized representative for resolution, The contractor shall assume full responslblllty for costs Incurred and required modlflcatlons due to lack of providing such noUflcatlon, 12. Coordinate with other contractors' work to properly execute contractors work 13. Ensure that dralnllnes, electrical conduits, sleeves. etc., are In place prior to installation of paving and walls. 14. Replace or repair existing materials that are damaged by contractor during construction operations. '15. Paving, sealant and stone veneer wall mock-ups are required -refer to specification for complete mock-up criteria. '16. Ensure that curved edges have smooth and continuous curves. "17. Verify property and llmlt-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL CD Existing Concrete Sidewalk typ. Refer to ~ubilo Imp. Plans 0 Existing Curb/ Gutter Reier to PUtJIIC Imp. Plans 0 Landscape Drain, typ, R81et to Civil Eng. Plans 0 Electrical Transformer Refer to Dry Utility Plane 0 R&fer to Electrical Outlet Electrical Plans 0 Site Ughting Refer to Electrical Plans 0 Park Restroom Building R81et to Al'Ch. Plans 0 Overlooi-1: Trellis Reier to Arch. Plans ® Manhole Refer to CMI Eng. Plans @ Concrete Headwall Refer to CMI Eng. Plana @ V-Ditch Refer to CMI Eng. Plans @ Drinking Fountain Reier to Aroh. Plans ® Domestric Water P.O.C R&ferto CMI Eng. Plana @ Exlstlng Fence (P.I.P) . PAVING LEGEND Far materials, colors, finishes and models, see Master Conetruction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 [_p_I] Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail B, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L1.09 [_P_-9_J Sawcut Joint Detail I, Sheat L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [_P_-9_J Doweled Expansion Joint Detail F, Sheet L1.09 [_P_-9_] Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheat L1.19 [P=i_iJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-121 Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, T yp. DetailO, Shaat L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Sheetl1.19 IP-171 Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheetl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 I P-20 I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Sheatl1.10 I P-21 I Concrete Apron at Ught Bollard Detail C, Sheetl1.10 I P-221 Gravel Maintenance Access Read Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, ShoetL1.10 I P-25 I Turf Block Delallo E & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND Far materials, colors, flnlshes and models, see Master ConetrucHon Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade WaJI DelailA, ShoetL1.12 I W-2 I Ballfield Seatwall Detail B, Sheetl1.12 I W-3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Ove~ook Trellis Seatwall Detail E, SheetL1.12 I W-5 I Verdure Wall, Typ, Refer to Verdure Plane I W-6 I Sound Wall at Detail F, Superior Avenue Sheetl1.12 I W-71 Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, SheetL1.15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-101 Concrete Steps at Details A& E, Backstop ShoetL1.15 1w-11I Chain Link Gate DatallD, ShoetL1.14 IW-121 Concrete Steps with F.G,&H/L1.16 Cheekwall -Grand Sll3IJWaY A&B/L1.15a lw-131 Cable Railing at Detail 8, Verdura Wall Shaatl1.14 IW-141 OMIT -- IW-151 Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-161 Baseball Back5top Datails C & D, SheetL1.18 lw-111 Ballfield Stairway Details B, D & E ShoetL1.15 IW-181 Dugout Gale Detail C, Sheet L1.17 1w-10I Perimeter Chain Link DelailA, Fence ShootL1.14 lw-201 Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Shoot L1.20 lw-221 Bridge at V-Dltch Details A, C, D & E, 8haatL1.11 IW-231 Retaining Wall with Cable Railing Detail C, Sheetl1.14 0 5 10 20 40 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; ...; ., ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ "' "' 0 G> "l Cf) .,, ~ ...; "' -0 C ,-,-., w .a .. 0 :) co ---0 "' -"' j "' G> <( 0 .. u ,,- if C :) ., ,:, .. 'E " y w " G> "-.. 1--·-..c y g .. .~ i ., L "' Cl a. G> L !' D. j!1 C "' " ., u C ., y " ~ E 8 C .2' ill "' -~ (') w .,, ~ -"l2 w C " -w ., "' ~ co -"' Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB Submittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Plan L 1 ~02 Tll9s9 drawln[Jll 811l l1'18trurl'llll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll. stanoory and coo,mcn BW right wllh regard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld and dlgldl&d. Tl'M8 mw.tr(l8 lillll 00! Ill b8 8ltlnd In llrl)' WIii, oor a&el~ed to a third per1y without ftrst obtBlhlrQ 'M'lltBn permlulcn aOO coo11ent from EF'TD~IC:t,J, Q. ., I ~ ~-----------~] I I I i l I i c--'---EX~IS-T-IN_G_P_RO_P_E-RlY~"~:~IN-E--'---'':; 1 I WALL Al s -6.□ 5LJ..l CC ~~' IP ----------------e ~-~ -0 --=----. --1--~----=-~40~ -~ FS-CE 58.5 54'--0'' 1YP. I .,._ __ I -------------7 I I I ~ ' 12'-0" 1' -1 I ~ [ZJ ol ~ - I ;? I I I I 18'-0" 1YP, ---f---- - -I I I I I I t + / \ I / \ \ I I I I I -cl P.A. R30-0' lYP. P.A. 250' t I "lc"-+-1---_J I ( I TURF ,·, '" ',,; ':/ R9'--0'' '' ·,, ,,,, I I I I I I RB0-0' I I ,------------- 1 I I I I I I I I I -,------- 1 I I I SCENIC EASEMENT 11 R188'-4" :- - - - - - - - - - - - - - - - - - - - _ C,__-~----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--1-_-------,------- I I I I I I I I I I ·- 290'-0" ALJ)('.IAUARY SPOFlTS Fl TURF ----------- Apr 28, 2015 -5:14PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sheets\CD\Constructlon\L 1 .03 Construction Plan.dwg / / / / -- / / / / / / / --- R188'-4" ;? I I I 'rl I I I I n D XI ~ RI SIDI ~ ,, ~I 57 PROP - P.A. o....,_,7 ' ' '\/{ . , . FS· '~ _ ,\, -1:.a_ ~ t TURF / •• I I ,----- 1 I I I I I I I I I ) / I / I / I I I I I \ I \ \ I I I ' I 'I I I I I I I I I I I I I I I I I I _______ J I I I I I I I I I / ,--- I I •r I ' I L----1 I I I I I I I I )- L ________ _ I I 1- 1 I I I _____ _]_ __ -------------------------------------,- 330'-0' ---/ MATCHLINE -SEE SHEET L 1.04 EXISTING WALK (PROTECT IN PLACE) \ 30-01 ;----------,. I I I ~ \ 0 I \ I I I I I I I I SITE AMENITIES LEGEND For materials, colora, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal De1ail G, Sheetl1.12 I SA-2 I Trash Receptacle - ISA-3I Bleacher Detail A, Sheet L1.17 I SA-4I Player Bench D01all A, Sheetl1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I ShootL1.10 I SA-7 I Pet Waste Dispenser Detail H, Shoot L1.10 I SA-a I Bicycle Rack D01all D, Sheetl1.10 I SA-9 I Bat Rack Detail H, Sheetl1.17 ISA-10I Bench Pad and Anchoring Detail E, ShootL1.10 ISA-11I Pitching Rubber Detail 8, Shaatl1.17 ISA-12I Home Plate and Bases Detail B, Sheetl1.17 ISA-13I Portable Baseball Outfield Detail F, Home Run Fence Shaatl1.17 ISA-14I Entry Trellis DBIBilB A, B, C. D Ir. E, Si-!L1.18 ISA-15I Tension Shade Structure Detail G, at Picnic Area Shaatl1.17 ISA-16I Tensile Shade Structure Detail B, at Baseball Field Sheetl1.11 ISA-11I Play Equipment DetailA, Shaatl1.19 ISA-18I Climbing Play Log DetailA, Shaatl1.19 ISA-rnl Custom Play Sculptures Details D & E, Sheatl1.19 ISA-2□I Butterfly Garden Anchoring Refer to Constr. Legend ISA-21I Soccer Field (Goals and Net) Refer to Constr. Legend ISA-22I Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-23I OMIT -- ISA-24I Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-25I Drinking Fountain Detail E, Shaat L1.17 ISA-26I Habitat Restoration Sign Detail C, Shoot L1.17 CONSTRUCTION NOTES 1 , This plan is for the purpose of horizontal control (staking) of construction features not located by the project cMI engineer or architectural drawings and for construction reference of site construction features detailed herein. 2. Refer to civil drawings fer the vertical control cf all construction features and for the horizontal control of all walks, Ensure that fine grades have been set correctly prier to installing walks. footings. walls and other structures. 3. A.II dimensions ate staked perpendicular or parallel, unless other"Wise indicated Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless Indicated otherwise on dra'Nlngs. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owne~s authorized representative for clarlflca.tlon. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 6. Refer to civil and architecture plans for all waterproofing and drainage specifications. 7. Conform to work requirements of latest adopted edition of uniform building code and other applicable local and slate codes. ordinances and regulations. 8. All accesslblllty references shall comply to ·caIIfomIa Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. 1 o. The contractor shall be responsible to oonsult with site superintendent, appropriate agencies, and drawings for verifying locations of underground utilities, pipes and related structures. The contractor shall taKe sole rasponslblllty for costs Incurred due to damage of said utllltles If proper verification was not performed. 11. The contractor shell not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shall Immediately b~ng such conditions to the attenuon of owners authorized representative for resolution, The contractor shall assume full responslblllty for costs Incurred and required modlflcatlons due to lack of providing such notlflcatlon, 12. Coordinate with other contractors' work to properly execute contractors work. 13. Ensure that dralnllnes, electrical conduits, sleeves, etc., a.re In place prior to installation of paving and walls. 14. Replace or repair existing materials that are damaged by contractor during construction operations. '15. Paving, sealant and stone veneer wall mock-ups are required -refer to specification for complete mock-up criteria. '16. Ensure that curved edges have smooth and continuous curves. "17. Verify property and llmlt-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL CD Existing Concrete Sidewalk typ. Refer to Publlo Imp. Plans 0 Existing Curb/ Gutter Refer to PUtJIIC Imp. Plans 0 Landscape Drain, typ, R81er to Civil Eng. Plans 0 Electrical Transformer Refer to Dry Utility Plane 0 R&fer to Electrical Outlet Electrical Plans 0 Site Ughting Refer to Electrical Plans 0 Park Restroom Building R81er to Arch. Plans 0 Overlooi-1: Trellis Reier to Arch. Plans ® Manhole Refer to CMI Eng. Plans @ Concrete Headwall Refer to CMI Eng. Plana @ V-Ditch Refer to CMI Eng. Plans @ Drinking Fountain Reier to Arch. Plans ® Domestric Water P.O.C R&fer to Civil Eng. Plana @ Exlstlng Fence (P.I.P) - PAVING LEGEND For materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 [_p_I] Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail 8, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L1.09 [§] Sawcut Joint Detail I, Sheat L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [§] Doweled Expansion Joint Detail F, Sheet L1.09 [_P_-9_] Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheat L1.19 [P=i_iJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-12 I Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, T yp. DelailO, Sheat L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Sheatl1.19 IP-17I Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheatl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 I P-20 I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Shaatl1.10 I P-21 I Concrete Apron at Ugh! Bollard Detail C, Shaatl1.10 I P-22I Gravel Maintenance Access Road Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, ShoetL1.10 I P-25 I Turf Block Delallo E & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND For materials, colors, flnlshes and models, see Master ConstrucHon Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade WaJI DelallA, ShoetL1.12 I W-2 I Ballfield Seatwall Delall B, Sheetl1.12 I W-3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Ove~ook Trellis Seatwall Detail E, SheetL1.12 I W-5 I Verdure Wall, Typ, Refer to Verdure Plans I W-6 I Sound Wall al Detail F, Superior Avenue Sheetl1.12 I W-7I Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, SheetL1.15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-10I Concrete Steps at DelallsA& E, Backstop ShoetL1.15 Iw-11I Chain Link Ga.ta Detall D, ShoetL1.14 IW-12I Concrete Steps with F,G,&H/L1.16 Cheekwall -Grand S"31rway A&B/L1.15a lw-13I Cable Railing at Detail 8, Verdura Wall Shaatl1.14 IW-14I OMIT -- IW-15I Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-16I Baseball Back5top Details C & D, SheetL1.18 lw-11I Ballfield Stairway Details B, 0 & E ShoetL1.15 IW-18I Dugout Gate Detail C, Sheet L1.17 Iw-10I Perimeter Chain Link DelailA, Fence ShootL1.14 lw-20I Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Shoot L1.20 lw-22I Bridge at V-Dltch Details A, C, D & E, 8haatL1.11 IW-23I Retaining Wall with Cable Railing Detail C, Sheetl1.14 0 5 10 20 40 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; .,c; ., ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ Ill "' 0 G> "l Cf) .,, ~ .,c; "' -0 C ,-,-., w .A .. 0 :) co ---0 "' -"' j "' G> <( 0 .. u ,,- if C :) ., ,:, .. .E " y ~ " G> 0.. .. 1--·-..c y g .. -~ i ., L "' Cl a. G> L !' D. .l!1 C "' " ., u C ., y " ~ "' -~ (') w .,, ~ -w C " -w ., "' ~ co -0- Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB Submittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Plan L 1 ~03 Tll9s9 drawln[Jll 811l l1'18trurl'llll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll. stanoory and coo,mcn BW right wllh regard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld and dlgldl&d. Tl'M8 mw.tr(l8 lillll 00! Ill b8 8ltlnd In llrl)' WIii, oor a&el~ed to a third per1y without ftrst obtBlhlrQ 'M'lltBn permlulcn aOO coo11ent from EF'TD~IC:t,J, 1il "' 'le D " ~ i 0 (..) C ~ E 8 C .2' ill al Q. ., I "' ~ @ r--" C\J 'E 0. <( C\I 0 .... ...J ~ w :::c en w w en w z :::i :::c ~ ::i: ---------+ I I " R 1B8'-4' 3 D OW---ow------Dv,i------- TURF -I ~ ~ ,-,"'-c-Ll~~~'~:·,~~==~j~~l--l--0~ ' i =-u,~ ~ I I I I ~, ,.. -·~u:: ~~,-•---" I I, ,II ,II ,II I// .-------111 --------------'fffb 111 '// 3 6 P-21 I --------------'/ I ' I I ------+---__ I ,II P-1 P-7 P-5 ------------ <...-11 54+oo ------------- / / ----/ / / / / / / / / 6 P-21 P-1 '- '-'- R10'--0'" --"' / ---- / / EJW[ING SlH _,,.-RllkF or\/ -:;-; ' / / J I I / ~-, ,'. '-v / '- 1// I ,II ---------------,II /I I -•--~f----~-- '11 I '// II I r I ___ _j ,II ,II 111 -/ii-__ 111 111 0 (~ WEST COAST HIG Apr 28, 2015 -5:15PM J:\E07-500\E07-511 Sunset Rldga Park\CAD\Sheets\CD\Constructlon\L 1 .04 Construction Plan.dwg ---+--------____ '! ~ a EXISTING WALK (PROTECT __,---,,.....,,~7 IN PLACE) ~ ~ ~ I ( I I I \ I I I I 4 I I I I I 56+00 EXISTING WALK (PROTECT IN PLACE) 0 D 0 /2 - ----------- --------- \ 1/~/ 7 I I ~,,,---_, ~--+--~~--',/ I /~ ~I /✓\-3 ----I_-__,' ----- 9''\ /1 / I I -----"-",, II Ii I ,J '-, r-----_ l /~/ /""', ',\ ~ I / , \'-"\( I I 11 o '-/ , I ---J ~'-'-I I I I '-I I I I -~ '-'-------_ I I I I ---_j I~ h i --------------~ / ! \ -~ ~ -------- d I ------- '--C 0 WEST COAST HIGHWAY UTILITY LEGEND .a.,,®. Fire Hydrant )&-o Electrolier G@B ~ Ornamental Street Light ):i-< ):l--):1 Existing Lights -See Plans for Relocations tn-li Traffic Signal .L Traffic Sign i.i Street Monument =--Reclaimed Water Meter oO--Domestic Water Meter ---WarerValve --T ransforrner 0 Storm Drain Junction Box ... Curb Inlet l••I Storm Drain Media Filter @ Storm Drain Manhole --©-::;torm ureIn I reatment Manhole _._ Sewer Manhole ~ Sewer Clean Out ss+oo -----= ----------= 0 \ I I I I I ABBREVIATION LEGEND SYMBOL DESCRIPTION Ci_ Center Une F.O.W. Face of Wall f_G_ Finish Grade F.O.B. Face of Building O.C. On Center PA Planting Area ft Property Line TYP_ Typlc~ 7' Align with Parallel Face VJF Verify In Field LOW Limit of Work PJP Poured In Place EQ Equal SITE AMENITIES LEGEND For materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal Detail G, Sheetl1.12 I SA-2 I Trash Receptacle - ISA-3I Bleacher Detail A, Sheet L1.17 I SA-4I Player Bench Detall A, Sheetl1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I ShootL1.10 I SA-7 I Pet Waste Dispenser Detail H, Shoot LUO I SA-a I Bicycle Rack Detall D, Sheetl1.10 I SA-9 I Bat Rack Detail H, Sheetl1.17 ISA-10I Bench Pad and Anchoring Detail E, ShootL1.10 ISA-11I Pitching Rubber Detail B, Shaetl1.17 ISA-12I Home Plate and Bases Detail B, Sheetl1.17 ISA-13I Portable Baseball Outfield Detail F, Home Run Fence Shaatl1.17 ISA-1•I Entry Trellis DBIBilB A, B, C. D Ir. E, Si-!L1.18 ISA-15I Tension Shade Structure Detail G, at Picnic Area Sheatl1.17 ISA-16I Tensile Shade Structure Detail B, at Baseball Field Sheetl1.11 ISA-11I Play Equipment DetailA, Shaatl1.19 ISA-18I Climbing Play Log DetailA, Sheet L1.19 ISA-19I Custom Play Sculptures Details D & E, Sheatl1.19 ISA-2□I Butterfly Garden Anchoring Refer to Constr. Legend ISA-21I Soccer Field (Goals and Net) Refer to Constr. Legend ISA-22I Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-23I OMIT -- ISA-2•I Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-25I Drinking Fountain Detail E, Sheat L1.17 ISA-26I Habitat Restoration Sign Detail C, Shoot L1-17 CONSTRUCTION NOTES 1 , This plan is for the purpose of horizontal control (staking) of construction features not located by the project cMI engineer or erchltectural drawings and for construction reference of site construction features detailed herein. 2. Refer to civil drawings for the vertical control of all construction features and for the horizontal control of all walks, Ensure that fine grades have been set correctly prior to installing walks. footings. walls and other structures. 3. A.II dimensions ate staked perpendicular or parallel, unless other"Wise indicated Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless Indicated otherwise on dra'Nlngs. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owners authorized representative for clarlflca.tlon. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 6. Refer to civil and architecture plans for all waterproofing and drainage specifications. 7. Conform to work requirements of latest adopted edition of uniform building code and other applicable local and slate codes. ordinances and regulations. 8. All accesslblllty references shall comply to ·caIIfomIa Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. 1 o. The contractor shall be responsible to oonsult with site superintendent, appropriate agencies, and drawings for verifying locations of underground utilities, pipes and related structures. The oontractor shall taKe sole rasponslblllty for costs Incurred due to damage of said utllltles If proper verification was not performed. 11. The contractor shall not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shall Immediately b~ng such conditions to the attenuon of owners authorized representative for resolution, The contractor shall assume full responslblllty for costs Incurred and required modlflcatlons due to lack of providing such noUflcatlon, 12. Coordinate with other contractors' work to properly execute contractors WOik 13. Ensure that dralnllnes, electrical conduits, sleeves. etc., are In place prior to installation of paving and walls. 14. Replace or repair existing materials that are damaged by contractor during construction operations. '15. Paving, sealant and stone veneer wall mock-ups are required -refer to specification for complete mock-up criteria. '16. Ensure that curved edges have smooth and continuous curves. "17. Verify property and llmlt-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL CD Existing Concrete Sidewalk typ. Refer to ~ubllo Imp. Plans 0 Existing Curb/ Gutter Reier to PUtJIIC Imp. Plans 0 Landscape Drain, typ, R81et to Civil Eng. Plans 0 Electrical Transformer Refer to Dry Utility Plane 0 R&fer to Electrical Outlet Electrical Plans 0 Site Ughting Refer to Electrical Plans 0 Park Restroom Building R81et to Al'Ch. Plans 0 Overlooi-1: Trellis Reier to Arch. Plans ® Manhole Refer to CMI Eng. Plans @ Concrete Headwall Refer to CMI Eng. Plana @ V-Ditch Refer to CMI Eng. Plans @ Drinking Fountain Reier to Aroh. Plans ® Domestric Water P.O.C R&fer to Civil Eng. Plana @ Exlstlng Fence (P.I.P) - PAVING LEGEND For materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 cm Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail B, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L1.09 [§] Sawcut Joint Detail I, Sheat L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [§] Doweled Expansion Joint Detail F, Sheet L1.09 [_P_-9_] Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheat L1.19 [P=i_iJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-12I Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, T yp. DetailO, Sheat L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Shaetl1.19 IP-17I Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheetl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 I P-20 I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Sheatl1.10 I P-21 I Concrete Apron at Ught Bollard Detail C, Sheetl1.10 I P-22I Gravel Maintenance Access Road Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, Shoot LUO I P-25 I Turf Block Delallo E & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND For materials, colors, flnlahes and modela, see Muter ConstrucHon Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade Wall DelallA, ShoetL1-12 I W-2 I Ballfield Seatwall Detail B, Sheetl1.12 I W-3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Ove~ook Trellis Seatwall Detail E, SheetL1-12 I W-5 I Verdure Wall, Typ, Refer to Verdure Plane I W-6 I Sound Wall at Detail F, Superior Avenue Sheetl1.12 I W-7I Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, SheetL1-15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-10I Concrete Steps at DetallsA& E, Backstop ShoetL1-15 Iw-11I Chain Link Gate Detall D, ShoetL1.14 IW-12I Concrete Steps with F,G,&H/LUe Cheekwall -Grand Sll3J,way A&B/L1.15a lw-13I Cable Railing at Detail B, Verdura Wall Shaatl1.14 IW-14I OMIT -- lw-1sl Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-16I Baseball Back5top Details C & D, SheetL1.18 lw-11I Ballfield Stairway Details B, D & E ShoetL1-15 IW-18I Dugout Gate Detail C, Sheet L1.17 Iw-10I Perimeter Chain Link DelailA, Fence ShootL1.14 lw-20I Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Shoot L1_20 lw-22I Bridge at V-Dltch Details A, C, D & E, 8haatL1.11 IW-23I Retaining Wall with Cable Railing Detail C, Sheetl1.14 0 5 10 20 40 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; -,0 ., ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ Ill "' 0 G> "l Cf) .,, ~ -,0 "' -0 C ,-. ,-. ., w .a .. 0 :) co ---0 "' -"' j "' G> <( 0 .. u ,,- if C :) ., ,:, .. 'E " y w " G> "-.. 1--·-.c y g .. -~ i 0 L "' Cl a. G> L !' D. j!1 C "' " ., u C ., y " ~ Ill -~ (') w .,, ~ -w C " -w ., "' ~ co -"' Consultant Revisions By Date City Review Set JB/SH 02_21 13 1st CoNB Submittal JB 03_0813 2nd CoNB Submittal JB/SH 05_24 13 Revision Submittal JB/LS 07_1913 3rd CoNB Submittal JB/LS 1□-30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Plan L 1 ~04 Ti--drawln[Jll 811l l1"18trurl'llll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll. stanoory and coo,mcn BW right wllh rei:iard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld 800 dlgldl&d. Tl'M8 mw.tr(l8 lillll 00! Ill b8 8ltlnd In 8r!f WIii, oor a&el~ed to a third party without ftret obtalhlrQ 'M'lltBn permlulcn aOO con11ent from EF'TD~IC:t,J, 1il "' "le D " ~ i 0 (..) C ~ E 8 C _!;!> ill al Q. ., I "' -@ r--" C\J 'E o_ <( I I ' . ~~A N-~ • ~n. '-- '}:.:~ ' ' (j) 1 "'-o /~ "11 .. ~~! </ 55.~ ·1 06.BO ( , •. ,,7 ~/ ,.,,,,, ......... ~ -5 r-=,--1--~--,r~-\ ' 0 ' '· P.A. W DVii===-0 I I 1:,s_ I I I 6 \) EXISTING WALK (PROTECT IN PLACE) / \) , 1 \ \~ \) -r / Apr 28, 2015 -5:15PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sheets\CD\Constructlon\L 1 .05 Construction Plan.dwg \1 01UL \J Ml P.A. 0 <l / 1/ '\\ \\\ \\\ \\\ \\1 \\\ \\\ - C) Lil Lil LO ~ P.A. NOTE: SAWCUTREMOVE AND REPLACE EXISTING CONCRETE WALK PANEL />S INDICATED TO NEAREST JOINT EX:STNG RI SID N A1 0 0 ~ ' ' D EXJSTING WALK (PROTECT IN PLACE) NOTE SAWCUT REMOVE AND REPLACE EXISTING CONCRETE WALK PANEL AfJ INDICATED TO NEAREST JOINT. RECONSTRUCT CURB TO fW_F HEIGHT PER CIVIL ENG. PLANS I I I UTILITY LEGEND .a....@.. Fir'E! Hydrant ):Q--o Electroller """'<I> Ornamental Street Ught J:b p--.-p EXlsnng Lights -ee Plans for Relocations k-il Traffic Signal ... Traffic Sign lo] Street Monument D-Reclaimed Water Meter ~ Domestic water Meter ~ water Valve '"c '1' Transformer Cl Storm Drain Junction Box "' Cur'b Inlet l••I Storm Drain Media Filter @ Storm Drain Manhole ---@)---Storm Drain Treatment Manhole --Sewer Manhole ~ Sewer Clean Out I I I I I I I I 0 / "ri,I q I • I o I q 1/ ; qJ I I I I ( I I I I I I I I I I I I I I I I I 0 .\ • V / ~ ,,...-___ _ /(, I I I I I I I ABBREVIATION LEGEND SYMBOL DESCRIPTION q_ Center Line F.OW. Face of Wall FG Finish Grade F.O.B. Face of Building o.c. On Center PA Planting .Area Ff. Property Line lYP. Typical ~ Align with Parallel Face VIF Velfy In Field L,OW Umit of Work P.I.P Poured in Place EQ. Equal SITE AMENITIES LEGEND For materials, colora, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal De1ail G, Sheetl1.12 I SA-2 I Trash Receptacle . I SA-3 I Bleacher Detail A, Sheet L1.17 I SA-4I Player Bench D01all A, Sheetl1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I ShootL1.10 I SA-7 I Pet Waste Dispenser Detail H, Shoot L1.10 I SA-a I Bicycle Rack D01all D, Sheetl1.10 I SA-9 I Bat Rack Detail H, Sheetl1.17 ISA-10I Bench Pad and Anchoring Detail E, ShootL1.10 ISA-11I Pitching Rubber Detail B, Shaetl1.17 ISA-12I Home Plate and Bases Detail B, Sheetl1.17 ISA-13I Portable Baseball Outfield Detail F, Home Run Fence Shaatl1.17 ISA-1•I Entry Trellis DBIBilB A, B, C, D Ir. E, Si-!L1.18 ISA-15I Tension Shade Structure Detail G, at Picnic Area Sheatl1.17 ISA-16I Tensile Shade Structure Detail B, at Baseball Field Sheetl1.11 ISA-11I Play Equipment DetailA, Shaatl1.19 ISA·18I Climbing Play Log DetailA, Shaatl1.19 ISA-rnl Custom Play Sculptures Details D & E, Sheatl1.19 ISA-20I Butterfly Garden Anchoring Refer to Constr. Legend ISA-21I Soccer Field (Goals and Net) Refer to Constr. Legend ISA-22I Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-23I OMIT -. ISA-2•I Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-25I Drinking Fountain Detail E, Shaat L1.17 ISA-26I Habitat Restoration Sign Detail C, Shoot L1.17 CONSTRUCTION NOTES i , This plan is for the purpose of horizontal control {staking) of construction features not located by the project cMI engineer or architectural drawings and for construction reference of site construction features detailed herein. 2, Refer to civil drawings for the vertical control of all construction features and for the horizontal control of all walks. Ensure that fine grades have been set corr'E!ctly prior to installing walkS, fOotings, walls and other structures. 3. All dimensions are staked perpendicular or parallel, unless otherwise Indicated. Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless indicated otherwise on drawings. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owners authorized representative for clarification. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 6, Refer to civil and architecture plans for all waterproofing and drainage speclflcanons. 7, Conform to work requirements of latest adopted edition of uniform building code and ether applicable locaJ and state codes, ordinances and regulatlons. 8. All accessibility references shall comply to 'California Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. i 0. The contractor shall be responsible to consult with site superintendent. appropriate agencies, and drawings for verifying locations of underground utilities, pipes Ellld related structures. The contractor shall take sole responslblllty for costs Incurred due to damage of said utllltles If proper verification was not pertormed. i 1. The contractor sheJI not w11IfuIIy proceed with construcnon operations when It Is obvious that unknown obstructlons and grade differences exist that may not have been known durlng the design process. The contractor shall Immediately brlng such conditions to the anentlon of owners authorlzed representative for resolution. The contractor shall assume full responsibility for costs incurred and required modifications due to lack of providing such notification. i 2. Coordinate with other contractors1 work to properly execute contractors work. 13. Ensure that drainlines, electrical conduits, sleeves, etc., are in place prior to installation of paving and walls. i 4. Replace or repair existing mateMls that are damaged by contractor during construction operations. 15. Paving, sealant and stone veneer wall mock-ups are required -refer to speclflcatlon for complete mock-up crlterla. 16. Ensure that curved edges have smooth and continuous curves. 17. Verify property and limit-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL 0 E><snng Concrete Sldewal~ typ. Refer to Publlc Imp. Plans 0 Existing Curb/ Gutter Refer to Publlc Imp. Plans 0 Landscape Drain, typ, Refer to CMI Eng. Plana 0 Electrical Transformer Refer to Dry UUl!ty Plans 0 Electrical Outlet Refer to Eleclrlcel Plans 0 Site Ughtlng Refer to Electrical Plana 0 Park Restroom Building Refer to Arch. Plana 0 Overlook Trellis Refer to Arch. Plans 0 Manhole Refer to CMI Eng. Plans @ Concrete Headwall Reier to Civil Eng. Plans G V-Ditch Raferto CMI Eng. Plans ® Drinking Fountain Refer to Arch. Plans ® Domestric Water P.O.C Refer to CMI Eng. Plans G Existing Fence (P.I.P) - PAVING LEGEND For materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 [_p_I] Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail B, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L1.09 [_P_-9_J Sawcut Joint Detail I, Sheat L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [_P_-9_J Doweled Expansion Joint Detail F, Sheet L1.09 [_P_-9_] Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheat L1.19 [P=i_iJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-12I Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, Typ. DetailO, Sheat L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Sheetl1.19 IP-17I Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheetl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 I P-20 I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Sheatl1.10 I P-21 I Concrete Apron at Ught Bollard Detail C, Sheetl1.10 I P-22I Gravel Maintenance Access Road Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, ShoetL1.10 I P-25 I Turf Block Delallo E & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND For materials, colors, flnlahes and modela, see Muter ConstrucHon Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade Wall DelallA, ShoetL1.12 I W-2 I Ballfield Seatwall Detail B, Sheetl1.12 I W--3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Overlook Trellis Seatwall Detail E, Sheetl1.12 I W-5 I Verdure Wall, Typ, Refer to Verdure Plans I W-6 I Sound Wall al Detail F, Superior Avenue Sheetl1.12 I W-7I Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, Sheetl1.15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-10I Concrete Steps at DetallsA& E, Backstop ShoetL1.15 Iw-11I Chain Link Gate Detail D, ShoetL1.14 IW-12I Concrete Steps with F,G,&H/L1.1' Cheekwall -Grand S"31rway A&B/L1.15a lw-13I Cable Railing at Detail B, Verdura Wall Shaatl1.14 IW-14I OMIT -- IW-15I Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-16I Baseball Back5top Details C & D, SheetL1.18 lw-11I Ballfield Stairway Details B, D & E ShoetL1.15 IW·18 I Dugout Gale Detail C, Sheet L1.17 Iw-10I Perimeter Chain Link DelallA, Fence Shootl1.14 lw-20I Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Shoot L1.20 lw-22I Bridge at V-Dltch Details A, C, D & E, 8haatL1.11 IW-23I Retaining Wall with Cable Railing Detail C, Sheetl1.14 o s 10 20 40 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; -,0 ., ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ Ill "' 0 G> "l Cf) .,, ~ -,0 "' -0 C ,-,-., w .a .. 0 :) co ---0 "' -"' j "' G> <( 0 .. u ,,- if C :) ., ,:, .. "E " y w " G> 0.. .. 1--·-.c y g .. -~ i ., L "' Cl a. G> L !' D. .l!1 C "' " ., u C ., y " ~ Ill -~ (') w .,, ~ -w C " -w ., "' ~ co -"' Consultant Revisions By Date City Review Set JB/SH 02,21 13 1st CoNB Submittal JB 03.08.13 2nd CoNB Submittal JB/SH 05,24 13 Revision Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10,30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Plan L 1 ~05 Tll9s9 drawlnlJI Riil 11'18trurTllll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll. stanoory and coo,mcn BW right wllh regard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld and dlgllll&d. Tl'M8 mw.tr(l8 lil8 00! Ill b8 8ltlnd In llrl)' WIIJ. oor a&el~ed to a third party without ftrst obtBlhlrQ 'Mitten permlulcn aOO coo11ent from EF'TD~IC:t,J, 1il "' "le D " ~ i 0 (..) C ~ E 8 C .2' ill "l2 Q. ., I "' -@ .... - C\J 'E 0. <( • P.A. NOTE: 11-ilCKEN WAfJ( EDGE TO 12" DEEP AND RUN HEADER REBAR CONTINUOUS THICKENED EDGE P- O O 00 O aB / / / 1/ 6 / / ' ' ' PA ' ' ' ' ' ' ' 'S,,..--"C"'/' ·;....=-'--'-"""'-----'--~ ' NOlE ATll-ilS LOCATION WIDEN CONCRETE SER\1CE ROAD HEADER TO 12" AND DOUBLE REBAR QUANTllY. ' ' ' Apr 28, 2015 -5:16PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sheets\CD\Constructlon\L 1 .06 Construction Enlergament.dwg \ " \ I I I I I I I I --- PA 44 70,, ~ I •/, ID I 7 I I I 'f "Cy I I mi 0 3'--,2'1 7 MATCHLINE SEE -SHEET L 1.01 L . .s_..,_I ' ./ -s 181 ' ' ' 45.69 45,69 \ PA CD 5,0' ' : 45,69 I S GB ' (1) 7% ~ I I I I I --...___ 4"\. 6 -I\P \ \ \ 45.59 r:-s_ GB ~ N "' P-3 SA-15 \ 5.0 ------. • ---:--~648 I • 3 ' -w I ' ' ' ' ' I UTILITY LEGEND ABBREVIATION LEGEND .a..@. Fire Hydrant SYMBOL DESCRIPTION 0--o Electrolier ,;@;, <I> Ornamental Street Ught q_ Center Line a-. n--n Existing Lights -See Plans for Relocations F.OW Face of Wall t-a-il Traffic Signal F.G. Finish Grade ~ I ... Traffic Sign i.i Street Monument D-Reclaimed Water Meter cg--Domestic Water Meter F.0.B. Face of Building o.c. On Center PA Planting Area --tt--Water Valve Ii. Property Line I ,-fjj Transformer lYP. Typical Cl Storm Drain Junction Box ... Curb Inlet ~ Align with Parallel Face l••I Storm Drain Me:::Jia Filter VIF Verify in Field @ Storm Drain Manhole L.OW Limit of Work ----©-Storm Drain Treatment Manhole P.I.P Poured in Place --Sewer Manhole ~ Sewer Clean Out EQ. Equal SITE AMENITIES LEGEND Far materials, colcra, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal De1ail G, SheetL1.12 I SA-2 I Trash Receptacle - I SA-s I Bleacher Detail A, Sheet L1.17 I SA-4I Player Bench D01all A, SheetL1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I ShootL1.10 I SA-7 I Pet Waste Dispenser Detail H, Shoot L1.10 I SA-a I Bicycle Rack D01all D, SheetL1.10 I SA-9 I Bat Rack Detail H, SheetL1.17 ISA-10I Bench Pad and Anchoring Detail E, ShootL1.10 ISA-11I Pitching Rubber Detail 8, Sheet L1.17 ISA-12I Home Plate and Bases Detail B, Sheet L1.17 ISA-13I Portable Baseball Outfield Detail F, Home Run Fence ShaatL1.17 ISA-1•I Entry Trellis DBIBilB A, B, C. D Ir. E, Si-!L1.18 ISA-15I Tension Shade Structure Detail G, at Picnic Area ShaatL1.17 ISA-16I Tensile Shade Structure Detail B, at Baseball Field Sheet L1.11 ISA-11I Play Equipment DetailA, ShaatL1.19 ISA-18I Climbing Play Log DetailA, Sheet L1.19 ISA-19I Custom Play Sculptures Details D & E, Sheatl1.19 ISA-2□I Butterfly Garden Anchoring Refer to Ccnstr. Legend ISA-21I Soccer Field (Goals and Net) Refer to Ccnstr. Legend ISA-22I Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-23I OMIT - - ISA-24I Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-25I Drinking Fountain Detail E, Sheat L1.17 ISA-26I Habitat Restoration Sign Detail C, Shoot L1.17 CONSTRUCTION NOTES 1 , This plan is for the purpose of horizontal control (staking) of construction features not located by the project cMI engineer or architectural drawings and for construction reference of site construction features detailed herein. 2. Refer to civil drawings fer the vertical control cf all construction features and for the horizontal control of all walks, Ensure that fine grades have been set correctly prier lo installing walks. footings. walls and other structures. 3. All dimensions ate staked perpendicular or parallel, unless otherwise indicated Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless Indicated otherwise on dra'Nlngs. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owners authorized representative for clarlflca.tlon. Failure to provide such notlflca.tlon may make contractor liable for costs incurred to rectify the discrepancy. 6. Refer to civil and architecture plans for all waterproofing and drainage specifications. 7. Conform to work requirements of latest adopted edition of uniform building code and other applicable local and slate codes. ordinances and regulations. 8. All accesslblllty references shall comply to ·caIIfomIa Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. 1 o. The contractor shall be responsible to oonsult with site superintendent, appropriate agencies, and drawings for verifying locations of underground utilities, pipes and related structures. The contractor shall taKe sole rasponslblllty for costs Incurred due to damage of said utllltles If proper verification was not performed. 11. The contractor shall not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shaIIImmadlataIy b~ng such conditions to the attenuon of owners authorized representative for resolution, The contractor shall assume full responslblllty for costs Incurred and required modlflcatlons due to lack of providing such noutlcatlon, 12. Coordinate with other contractors' work to properly execute contractors work. 13. Ensure Iha.I dralnllnes, electrlca.l conduits, sleeves, etc., are In place prior to installation of paving and walls. 14. Replace or repair existing materials that are damaged by contractor during construction operations. 15. Paving, sealant and stone veneer wall mack-ups are required -refer to specification for complete mock-up criteria. 16. Ensure that curved edges have smooth and continuous curves. "17. Verify property and llmlt-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL CD Existing Concrete Sidewalk typ. Refer to ~ubilo Imp. Plans 0 Existing Curb/ Gutter Refer to PUtJIIC Imp. Plans 0 Landscape Drain, typ, R81et to Civil Eng. Plans 0 Electrical Transformer Refer to Dry Utility Plane 0 R&fer to Electrical Outlet Electrical Plans 0 Site Lighting Refer to Electrical Plans 0 Park Restroom Building R81et to Al'Ch. Plans 0 Overlooi-1: Trellis Reier to Arch. Plans ® Manhole Refer to CMI Eng. Plans @ Concrete Headwall Refer to CMI Eng. Plana @ V-Ditch Refer to CMI Eng. Plans @ Drinking Fountain Reier to Aroh. Plans ® Domestric Water P.O.C Rafer to Civil Eng. Plana @ Exlstlng Fence (P.I.P) . PAVING LEGEND Far materials, colors, finishes and mcdele, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 cm Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail B, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L1.09 [§] Sawcut Joint Detail I, Sheat L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [§] Doweled Expansion Joint Detail F, Sheet L1.09 [P_-gJ Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheat L1.19 [P=iJJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-12I Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, T yp. DetailO, Sheat L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Sheetl1.19 IP-17I Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheetl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 IP-20I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Sheatl1.10 I P-21 I Concrete Apron at Light Bollard Detail C, Sheetl1.10 I P-22I Gravel Maintenance Access Road Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, ShoetL1.10 I P-25 I Turf Block Delallo 5 & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND Far materials, colors, flnlshes and models, see Master ConetrucHcn Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade WaJI DelailA, ShoetL1.12 I W-2 I Ballfield Seatwall Detail 8, Sheetl1.12 I W-3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Ove~ook Trellis Seatwall Detail E, SheetL1.12 I W-5 I Verdure Wall, Typ, Refer ta Verdure Plans I W-6 I Sound Wall at Detail F, Superior Avenue Sheetl1.12 I W-7I Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, SheetL1.15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-10I Concrete Steps at Details A& 5, Backstop ShoetL1.15 Iw-11I Chain Link Gate Detall D, ShoetL1.14 IW-12I Concrete Steps with F,G,&H/L1.16 Cheekwall -Grand S1l311Wa)' A&B/L1.15a lw-13I Cable Railing at Detail 8, Verdura Wall Shaatl1.14 IW-14I OMIT -- IW-15I Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-16I Baseball Back5top Details C & D, SheetL1.18 lw-11I Ballfield Stairway Details B, D & E ShoetL1.15 IW-18I Dugout Gate Detail C, Sheet L1.17 Iw-10I Perimeter Chain Link DelailA, Fence ShootL1.14 lw-20I Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Shoot L1.20 lw-22I Bridge at V-Dltch Details A, C, D & E, 8haatL1.11 IW-23I Retaining Wall with Cable Railing Detail C, Sheetl1.14 0 5 10 20 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; ...; ., ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ "' "' 0 G> "l Cf) .,, ~ ...; "' -0 C ,-,-., w .A .. 0 :) co ---0 0,, -"' j 0,, G> <( 0 .. u ,,- if C :) ., ,:, .. 'E " y w " G> o,_ .. 1--·-..c y g .. -~ i ., L "' Cl a. G> L !' D. .l!1 C "' " ., u C ., y " ~ "' -~ (') w .,, ~ -w C " -w ., "' ~ co -0,, Consultant Revisions By Date 1st CoNB Submittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV E 8 C .2' ill "l2 Q. ., I Constr. Enlargement L 1 ~06 Tll9s9 drawln[Jll 811l l1'18trurTllll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll, stanoory and coo,mcn BW right wllh regard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld and dlgldl&d. Tl"M8 mw.tr(l8 lillll 00! Ill b8 8ltlnd In llrl)' WIIJ. oor a&el~ed to a third per1y without ftrst obtBlhlrQ 'M'lltBn permlulcn aOO coo11ent from EF'TD~IC:t,J, 1il "' 'le D " ~ i 0 (..) C ~ "' -@ r--" C\J 'E 0. <( • 57 D IP CONSTRUCT~ON p_ 6 D "- YOUT PlJ\N Apr 28, 2015 -5:17PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sheets\CD\Constructlon\L 1 .07 Construction Enlargement.dwg PA N pi R6B'-6' PA P.A. J R63'-4" 52.7) 3 R3'-B" 6lf3?,'SS' ( s P-9 RBS'-6" PA ' = .. ~---, -')7 (\M G/ 12' p FLAGSTONE PAVlNG EXPANSION ~----1 JOINT REFER TO DETAJL M. SHEET L1 09. 12" 3 PA ~ --11 MAiCH\.INE. SEE SHEEi L 1.05 FLAGSTONE PAYING EXPANSION ~------, JOINT. REFER TO DETAIL M. SHEET L1.09. ._______ " R51 '---4" RI'- i::,d.38 R21-r!f-1 '-8" 4.Sc--s -R13'--3" ff =a--, __ 11 MATCH\.INE. SEE SHEEi L 1 ,05 + UTILITY LEGEND ABBREVIATION LEGEND .... ,,@.,, Fire Hydrant SYMBOL DESCRIPTION )iQ-< Electroller r;@J;Hf> Ornamental Street Ught Ct_ Center Line C,...lr-0 Existing Lights -See Plans for Relocations F.O.W. Face of Wall t-n-LJ. Traffic Signal F.G. Finish Grade ... Traffic Sign i.i Street Monument F.O.B. Face of Building D--Reclaimed Watar Meter o.c. On Center cg-Domestic Waler Meter P.A. Planting Area --Waler Valve It. Property Line .. c " Transformer lYP. Typical el Storm Drain Junction Box 4 Curb Inlet n Align with Parallel Face l••I Storm Drain Media Filter Y.I.F Vally In Field ® Storm Drain Manhole L.O.W Limit of Work -----©-Storm Drain Treatment Manhole P.I.P Poured In Place --Sewer Manhole ~ Sewer Clean Out EQ. Equal SITE AMENITIES LEGEND Far materials, colors, finishes and models, see Master Construction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I SA-1 I Park Plaque Pedestal Detail G, Sheetl1.12 I SA-2 I Trash Receptacle - I SA-a I Bleacher Detail A, Sheet L1.17 I SA-4I Player Bench Detall A, Sheetl1.17 I SA-5 I Large Picnic Table (ADA Accessible) Details G & I Sheet L1.10 I SA-e I Medium Picnic Table (NJA Accessible) Details H & I Shaatl1.10 I SA-7 I Pet Waste Dispenser Detail H, Shaat L1.10 ISA-BI Bicycle Rack Detall D, Sheetl1.10 I SA-9 I Bat Rack Detail H, Sheetl1.17 ISA-10I Bench Pad and Anchoring Detail E, Shaatl1.10 ISA-11I Pitching Rubber Detail 8, Sheet L1.17 ISA-12I Home Plate and Bases Detail B, Sheet L1.17 ISA-13I Portable Baseball Outfield Detail F, Home Run Fence Shaatl1.17 ISA-14I Entry Trellis DBIBilB A, B, C. D Ir. E, Si-!L1.18 ISA-15I Tension Shade Structure Detail G, at Picnic Area Shaatl1.17 ISA-16I Tensile Shade Structure Detail B, at Baseball Field Sheet L1.11 ISA-11I Play Equipment DetailA, Shaatl1.19 ISA-18I Climbing Play Log DetailA, Sheet L1.19 ISA-rnl Custom Play Sculptures Details D & E, Sheatl1.19 ISA-20I Butterfly Garden Anchoring Refer to Ccnstr. Legend ISA-21I Soccer Field (Goals and Net) Refer to Ccnstr. Legend ISA-22I Post Mounted Charcoal Barbecue (Family} Detail D, Sheetl1.13 ISA-23I OMIT - - ISA-24I Habitat Exclusion Fence w/ Sign Detail E, Sheetl1.13 ISA-25I Drinking Fountain Detail E, Sheat L1.17 ISA-26I Habitat Restoration Sign Detail C, Shaat L1.17 CONSTRUCTION NOTES 1 , This plan is for the purpose of horizontal control (staking) of construction features not located by the project cMI engineer or architectural drawings and for construction reference of site construction features detailed herein. 2. Refer to civil drawings fer the vertical control cf all construction features and for the horizontal control of all walks, Ensure that fine grades have been set correctly prier to installing walks. footings. walls and other structures. 3. A.II dimensions ate staked perpendicular or parallel, unless otherwise indicated Dimensions taken on drawings are taken from the outside face of walls, paving, curbs, etc. unless Indicated otherwise on dra'Nlngs. 4. Written dimensions take precedence over scaling of drawings. 5. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owners authorized representative for clarlflca.tlon. Failure to provide such notlflca.tlon may make contractor liable for costs incurred to rectify the discrepancy. 6. Refer to civil and architecture plans for all waterproofing and drainage specifications. 7. Conform to work requirements of latest adopted edition of uniform building code and other applicable local and slate codes. ordinances and regulations. 8. All accesslblllty references shall comply to ·caIIfomIa Title 24" requirements. 9. All wood in contact with grade, concrete, or masonry must be treated. 1 o. The contractor shall be responsible to oonsult with site superintendent, appropriate agencies, and drawings for verifying locations of underground utilities, pipes and related structures. The contractor shall ta.Ke sole rasponslblllty for costs Incurred due to damage of said utllltles If proper verification was not performed . 11. The contractor shall not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shall Immediately b~ng such conditions to the attenuon of owners authorized representative for resolution, The contractor shall assume full responslblllty for costs Incurred and required modlflcatlons due to lack of providing such noUflcatlon, 12. Coordinate with other contractors' work to properly execute contractors work. 13. Ensure Iha.I dralnllnes, electrlca.l conduits, sleeves, etc., are In place prior to installation of paving and walls. 14. Replace or repair existing materials that are damaged by contractor during construction operations. '15. Paving, sealant and stone veneer wall mack-ups are required -refer to specification for complete mock-up criteria. 16. Ensure that curved edges have smooth and continuous curves. 17. Verify property and llmlt-of-work lines prior to commencing work. CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL CD Existing Concrete Sidewalk typ. Refer to Pubilo Imp. Plans 0 Existing Curb/ Gutter Refer to PUtJIIC Imp. Plans 0 Landscape Drain, typ, R81et to Civil Eng. Plans 0 Electrical Transformer Refer to Dry Utility Plane 0 R&fer to Electrical Outlet Electrical Plans 0 Site Ughting Refer to Electrical Plans 0 Park Restroom Building R81et to Al'Ch. Plans 0 Overlooi-1: Trellis Reier to Arch. Plans ® Manhole Refer to CMI Eng. Plans @ Concrete Headwall Refer to CMI Eng. Plana @ V-Ditch Refer to CMI Eng. Plans @ Drinking Fountain Reier to Aroh. Plans ® Domestric Water P.O.C R&ferto Civil Eng. Plana @ Exlstlng Fence (P.I.P) - PAVING LEGEND Far materials, colors, finishes and models, see Master Conetruction Legend, Sheets L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL [8J Concrete Paving. Typ. DelallA, Sheet L1.09 [_p_I] Vehicular Concrete Paving, typ. Detail C, Sheet L1.09 [§] Concrete Paving with Seeded Aggregate Detail 8, Sheet L1.09 [HJ Vehicular Concrete Paving with Seeded Aggregate Detail D, Sheet L1.09 [§] Scored Contraction Joint Detail G, Sheet L 1.09 [_P_-9_J Sawcut Joint Detail I, Sheat L1.09 [PI] Expansion Joint Detail E, Sheet L1.09 [_P_-9_J Doweled Expansion Joint Detail F, Sheet L1.09 [_P_-9_] Concrete Mowcurb Detail J, Sheet L1.09 I P-10 I Concrete Curb at Play Surfacing Detail C, Sheat L1.19 [P=i_iJ Expansion Joint at Vertical Surface, typ, Detail H, Sheet L1.09 I P-12I Flagstone Paving, Typ, Details M &N, Sheet L1.09 I P-13 I Precast Pavers & Concrete Rounds Detail L, at Butterfly Garden Sheet L1.09 I P-14 I Precast Pavers, T yp. DetailO, Shaat L1.09 I P-15 I Vehicular Precast Pavers, Typ. Detail K, Shoot L1.09 I P-16 I Play Surfacing, Typ, Details B &C, Sheetl1.19 IP-17I Play Sand Details B, C & D, Sheetl1.19 I P-18 I Ballfield Infield Mix Detail I, Sheetl1.17 I P-19 I Concrete Apron at Backstop Detail B, Tensile Shade Post Sheetl1.11 [fil 3' Landscape Boulder Detail B, Sheetl1.10 I P-20 I [fil 5' Landscape Boulder Detail B, Shaatl1.10 @] 7' Landscape Boulder Detail B, Sheatl1.10 I P-21 I Concrete Apron at Ugh! Bollard Detail C, Sheetl1.10 I P-22I Gravel Maintenance Access Road Detail B, with Concrete Curb Sheetl1.13 I P-23 I Picnic Area Tension Structure Post Detail G, Base On Planting Area) Shaatl1.17 I P-24 I Decomposed Granite Paving DetailA, Shoetl1.10 I P-25 I Turf Block Delallo E & F, ShoetL1.14 WALL, STAIR & FENCE LEGEND Far materials, colors, flnlahes and models, see Master ConstrucHon Legend, Sheat8 L 1.08 and L 1.0BA ITEM DESCRIPTION DETAIL I W-1 I Architectural Blade Wall DelailA, Shoetl1.12 I W-2 I Ballfield Seatwall Detail 8, Sheetl1.12 I W-3 I Butterfly Garden Seatwall Details C & D, ShoetL1.12 I W-4 I Ove~ook Trellis Seatwall Detail E, ShaetL1.12 I W-5 I Verdure Wall, Typ, Refer to Verdure Plans I W-6 I Sound Wall al Detail F, Superior Avenue Sheetl1.12 I W-7I Park Monument Wall Detail A, ShoetL1.13 I W-6 I Stair Handrail Detail C, ShaetL1.15 I W-9 I Ramp HandraJI, Typ. Detail C, Sheetl1.15 lw-10I Concrete Steps at Details A& E, Backstop Shoetl1.15 Iw-11I Chain Link Gate DetallD, ShoetL1.14 IW-12I Concrete Steps with F,G,&H/L1.16 Cheekwall -Grand S"31rway A&B/L1.15a lw-rnl Cable Railing at Detail 8, Verdura Wall Shaatl1.14 IW-14I OMIT -- IW-15I Baseball Fence DIIIIIIIIA,B&D, 9hlll:L1.11 • DIIIIII D, St.. L1.11 IW-16I Baseball Back5top Details C & D, SheetL1.18 lw-11I Ballfield Stairway Details B, D & E Shaetl1.15 IW-18I Dugout Gate Detail C, Sheet L1.17 Iw-10I Perimeter Chain Link DelallA, Fence Shootl1.14 lw-20I Retaining Wall at Tot Lot DelailsA&B, Sheet L1.20 lw-21 I Turf Stairs at Tot Lot Details C & D, Sheet L1.20 lw-22I Bridge at Y-Dltch Details A, C, D & E, 8haatL1.11 lw-2al Retaining Wall with Cable Railing Detail C, Sheetl1.14 0 5 10 20 Feet Key Map RECORD SET Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z 1:1) 0 Sl -C ~ ·-"! C s g: C "' c,; ...; ., ti! N CJ --0 D. u. u. - C 8 co 0 1:1) ~ 0 N ·-~ Ill "' 0 G> "l Cf) .,, ~ ...; "' -0 C ,-,-., w .A .. 0 :) co ---0 0,. -"' j "' G> <( 0 .. u ,,- if C :) ., ,:, .. 'E " y w " G> o,_ .. 1--·-.c y g .. -~ i ., L "' Cl a. G> L !' D. .l!1 C "' " ., u C ., y " ~ Ill -~ (') w .,, ~ -w C " -w ., "' ~ co -0,. Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB Submittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV E 8 C .2' ill "l2 Q. ., I Constr. Enlargement L 1 ~07 Tll9s9 drawln[Jll 811l l1'18trurl'llll1tll of ilRM'lll. EPTI:IESIGN &hall r91:81n all copyrlghtll. stanoory and coo,mcn BW right wllh rei:iard to lh8se drawini;i1 aOO !he de:iigr111 oonleined therein i'1 all fame.Ill, inciJding pnnllld 800 dlgllll&d. Tl'M8 mw.tr(l8 lillll 00! Ill b8 8ltlnd In 8r!f WIii, oor a&el~ed to a third per1y without ftret obtalhlrQ 'M'lltBn permlulcn aOO coo11ent from EF'TD~IC:t,J, 1il "' 'le D " ~ i 0 (,,) C ~ "' -@ r--" C\J 'E 0. <( SITE AMENITIES LEGEND ITEM DESCRIPTION MANUFACTURER MATERIALJMODEL COLOR FINISH NOTES DETAIL Pedestal NIA Precast Davis Colors: #5237 Light Sandblast I SA-1 I Park Poque Pedestal San Diego Butt 1, 2, 4, 5 DetailG, Matthews International Corporation Square Bronze Flat Relief Casteel Cltyol Newp:,rl Ele8dlto ~ dll9:lb k;rpilq.JII llllll S-L1.12 Plaque Light Oxide Background FIii Color ar,jcanlllnl. l.Nma,p,,l'<t:h"llp,t>,klll<lgl!lll'll,,oak (800.950.1317) Graph~ upon CcNB di-. !llDTitS"ql !DM'VI 51d aamp/11 b' ~~ ~ pt,rtc con811uCbl. I SA-2 I Trash Receptacle QuickCrete Trash Receplacle: QRCAL3136W Trash Receptacle: P9-T3 -t.rayo Santa Fe Sandblast 1, 2, 4, 5 -Bilan Gotz (951.737.6240) Lid: H-Dome #H-31-F Lid: Black Fitagl~ with Standard Gloss Sealer ISA-3 I Bleacher Dave Bang Associates Patterscn-vVilliams: Aluninum Planks cl"'d Natural Aluminum NIA 1, 2. 5 Detail A, (800) 669.2585 Frame-{4} Powx21' #1171-421A ShOOIL1.17 I SA-41 Player Bench Dave Bang Associates Pattersrn-vVilliams: Alurrinum Bench with Bench and Back -Natural Aluminum Frame: Hot Dipped Galvanized 1, 2, 5 Detail A, (800) 669.2585 Bad< and Stea Fra,-e #1103-,21 Frame -Black and Powder Coat S-L1.17 I SA-5 I Large Picnic Table (ADA/\ccesslble) QuickCrete Ql.Bf96PT P9-T3 -Arroyo Santa Fe Sandblast 1, 2, 4, 5 Details F Bilan Gotz (951.737.6240) with Standard Gloss Sealer Sheet L1.10 ISA-5 I Medium Picnic Table (/>,DAAccessible) QuickCrete Ql.BT72PT P9-T3 -Arroyo Santa Fe Sandblast 1, 2, 4, 5 Details F Bilan Gotz (951.737.6240) 'Mth Standard Gloss Sealer S-L1.10 Dispenser BioBag #955600 -Plastic Pet Bag Dispenser Beck Finish per manufacture~s (727) 789, 1646 specifications I SA7 I Pet Waste Dispenser Post King Architectural Metals or Equal 2'' x 2' Metalized Tubular Steel Match RAL -5019 Grey Brown Zinc Coated and Painted 1, 2 Detail H, (800) 542 2379 Per Plan S-L1.10 Post Cap King Architectural Metals or Equal 2'Y2' {Die Cast) Item # 18-807-D Match RAL -6019 Grey Brown Zinc Coated and Painted (800) 542 2379 Square Aluminum Newel Post Cap ISA-SI Bicycle Rack Landscape Forms: Ring Back Rack: Stonncloud PO'Nder Coated Metal 1, 2, 5 Detail D, (800) 521.2546 1.5'x25'x27' S-L1.10 I SA-9 I Bat Rack Dave Bang Associates Patterscn-vVilliarns: ..AJurrinum Natural Aluminum N/A 1, 2. 5 Detail H, (800) 669.2585 Bat Rack #1280-06 V<th Sui= Mt, S-L1.17 Bench QuickCrete Stoo Renlorcect O:rlcrete P9-T3 -Arroyo Santa Fe Sandblast ISA-101 eench Pad and Bilan Gotz (951.737.6240) 01FLEX72B with Standard Gloss Sea~r Detail E, 1, 2. 4. 5 Arx::horing Davis Colors: #5237 S-L1.10 Concrete Pad NIA Pour-ln-Place c.oncrete San Diego Buff Grace Top Cast 15 ISA-111 Pitching Rutoer Tomark Sports, Inc: Hollywood Pitching Rubber: -1, 2, 5 Detail B, (800) 959.1844 # K10390 -S-L1.17 Home Pla1e Tomark Sports, Inc: Hollywood SRHP Homeplate: -(800) 959.1844 # K10350 - ISA-121 Homa Plate and Bases Bases Tomark Sports, Inc: Hollywood SAF-T-Slider Bases: -1, 2. 5 Detail B, (800) 959.1844 #K13819 -Sheetl1.17 Anchor Tomark Sports, Inc: Ground Anchor Mounts (BBP-44) Rubber Plugs for Bases (BBP-64) -(800) 959.1844 #K10315 # K13884 Pole & Netting Blackmon Enterprises Athletic Enduro Outfield Fence Package -300' -Suppo/ Co: (800) 504.0434 # BS13515 - ISA-131 Portable Baseball Outfield 1, 2, 5 Detail F, Home Run Fence Blackmon Enterprises Athletic Ground Sockets/ Caps for Fence Sheetl1.17 Ground Sleeve Suppo/ Co: (800) 504.0434 # BS13518 -- Carten Post Custom Carten HSS -Coat inner lining with voe corrosion inhibitor DallllF, ISA-141 Behr Semi-Transparent ShNIL1.10 Entry Trellis Beam NIA Glue Laminated Timber Light Sand Blast 1, 2. 3. 5 Stain: # 324 Sand Beige Delalla A, B, C, D & E, Steel L1 .18 Lighting Refer to Ughtir(;I Plans Fabric Shade Structures, Inc: o..llF,St-'L1.10 Patt Abrecht (949) 466 4592 lNTensile Fabric Desert Sand - ISA-151 Tension Shade Structure 1, 2, 3, 5 o..11 G, Shed: L1.17 at Picnic Area Coat inner lining with Carten Post Custom Carten HSS -ShNl9 L1..21 lbroug, voe corrosion inhibitor L1.0, Fabric Shade Structures, Inc: lNTensile Fabric Desert Sand DetalB, Patt Abrecht (949) 466.4592 -ShHl:L1.11 ISA-161 Tensile Shade Structure 1, 2, 3, 5 at Baseball Field Coat inner lining with Sheets L 1.21 Corten Post Custom Carten HSS -voe corrosion inhibitor through L1.30 SWlngs (Multl-1>,Je): 1 n332/ 177337 Posts/aamps, Acom/Tan ISA-171 Landscape Structures, Coast Rec, Inc. Ccrnponents: Recycled Limon Steel: Powdercoat DelallA, Play Equipment llm Hodges (714.619.0100) 2--5 Equipment: 64950-1-4 Poo/: Recycled Leaf Poo/: T endertutt PVC Coating 1. 2, 5 Sheetl1.19 5-12 Equipment: 64950-1-4 Roof: Plastic Wood Grain Lumber ISA-181 Climbing Play Log Landscape Structures, Coast Rec. Inc. Custom GFRC Varies Non-Slip Finish 1, 2. 5 DelallA, lim Hodges (714.619.0100) Sheetl1.19 ISA-191 Custom Play Sculptures CEMRock Landscapes, Inc: Custom {&.Inset Ridge Park Spec) Varies -1, 2, 5 Details D & E, Keaer El<nan (520) 571.1999 Shaetl1.19 ISA-201 Butterfly Garden Anchoring Cricket Forge: Galvanized Steel¼' Thick: Verdi 1, 2, 5 DetailG, (919) 660.3513 Large Butterfly Bench # 13 -S-L1.10 Deluxe European Club Contractor to ISA-21 I KwikGoal, Ltd. Painted Goal Lines to Purchase Soccer Field (Goals and Net) (800.531.4252) Model #: 2B3000 with Wheels PerC.O.NB. Std. match C.0.NB. Std. 1, 2. 5 Size: 8' X 24' City ot Install ISA-221 Post Mounted Charcoal Barbecue (Family) Pacific Design Concepts M-#205-X Group Gnll Factory tv1atte Black Heat-resistant 1, 2, 5 Detail D, Cindy Grabow (714) 846.4885 Utility Shel #LTCPS-1--01090 Pajnt S-L1.13 ISA-231 OMrT ISA-241 Habitat Exclusion Fence w/ Sign N/A Galvanized Tube Steel Per Plan Match RAL -8019 Grey Brown One coat rust 1, 2 Detail E, Inhibitor/Two Coats Paint S-L1.13 ISA-251 Drinking Fountain Elkay Manufacturing Company Elkay Moda #LK4420BF1 UDB Blad<. Textured Finish 1, 2, 5 Detail E, (630) 572.3192 w/ Bottle Station and Pet Fountain S-L1.17 ISA-261 Habitat Restoratial Sign NIA Galvanized Tube Steel Per Plan Match RAL --8019 Grey Brown One coat rust 1, 2 DetailC, inhibitor/Two Coats Paint S-L1.13 NOTES 1. Refer to specHications for addltionaJ information. 2. Contractor shall submit shop drawings for approval by Owner and Landscape Architect prior to construcliai, 3. Refer to Structural Enginee~s plans for additional information/details. 4. Precast Concrete shall be sealed prior to delivery, 5. Install per manufacturer recommendations. CONSTRUCTION NOTES 1. This plan is for the purpose of horizontal control (staking) of ronstruction features not located by the project civil engineer or architectural drawings and for construction reference of site construction features detailed herein 2. Refer to cMI drawings for the vertical control of all construction fea1ures and for the horizontal control of all walks and construction reference of features not designated herein 3. All dimensions are staked perpendicular or parallel, unless otherwise indicated. 4. Refer to cMI and arc:hitecture plans for all waterproofing and drainage specifications. 5. All accessibility references shall comply to 'Galifomia Title 24' requirements. 6. All wood in contact with grade, ooncrete, or masonry must be treated. 7. Refer to specified detail for block wall dimensions at all access gates. a, Ensure that fine grades have been set correctly prior to installing walks, footings, walls, and other structures, 9, Conform work to requirements of latest adopted edition of uniform building code and other applicable lac.al and state codes, ordinances and regulations, 10. Dimensions indicated on drawings are taken from outside face of walls, paving, curbs, etc, unless indicated otherwise on drawings, 11. AutoCAD 201 O file of the base are available to supplement the dimensions shown on the plan. 12. Where conflicts occur between general construction notes, drawings and actual field conditions, notify owner's authorized representative for clarification. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 13. The contractor shall not wiltfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. The contractor shall immediately bring such conditions to the attention of owners aulhorized representative for resolution. The contractor shall assume full responsibility for costs incurred and required modifications due to lack of providing such notification. 14. Coordinate with other consultants' work to properly execute contracto~s work 15. Ensure that drainlines, elec:tric.al conduits, sleeves, etc., are in place prior to installa1ion of paving and waJls. 16. Replace or repair existing materials that are damaged by contractor during construction operations. 17. Paving, sealant and stone veneer wall mock-ups are required-refer to specification for complete mock-up criteria. 18. Ensure that curved edges have smooth and continuous curves. 19. Verify property and limit-of-work lines prior to commencing work. 20. Refer to city and county standards for standard plans and specifications where applicable. May 05, 2015 -4:27PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1.08 Construction Legend.dwg PAVING LEGEND ITEM DESCRIPTION MANUFACTURER MATERIALJMODEL COLOR [§] Concrete Paving, Typ. NIA Poured In Place C.ancrete Natural Gay cm Vehicular Concrete Paving, Typ. NIA Poured In Place C.ancrete Natural Gay Concrete NIA Poured In Place C.ancrete Davis Colors: #5237 [§] Concrete Paving with San Diego Butt Seeded Aggregate KRC Rock ¼.'-¼" Aggregate Letty Finlan {751) 744.1036 SeededAoo'eg'lte Birdseye Brown Vehicular Concrete Concrete N/A Cast In Place Concrete Davis Colors: #5237 [HJ Paving with Seeded San Diego Butt KRC Rock Aggregate Aggregate ¼.'-¼" Birdseye Brown Letty Flnlan (751) 744.1036 Seeded Aoo'eg'lte cm &ored Contraction Jcint NIA -- cm Sawcut Joint N/A -- cm Expansion Joint N/A ¼" Foam Filler With Joint Cap Sealant to match and Mastic Sealant concrete color [§] Doweled Expansion Joint N/A ¼" Foam Filler With Joint Cap Sealant to match and Mastic Sealant concrete color [§] Concrete Mowcurb NIA Poured In Place C.ancrete Na1ura1Gray I P-10 I Concrete Curb at Play Surfacing N/A Poured In Place C.ancrete Natural Gray [Eill Expansion Joint at Vertical Surface, typ. N/A ¼" Foam Filler With Joint Cap Sealant to match and Mastic Sealant concrete color Flad KRC Rock Flagstone: #12SLL T2367 Desert Bronze Letty Flnlan (751) 744.1036 Size: 1.25" -2' I P-12 I Flagstone Pa..;ng, Typ. Concrete Header NIA Cast In Place Concrete Davis Colors: #5237 San Diego Butt Precast Pavers Oreo Block Company Pietra Cobb~ (60 mm) Chateau (B9) Joe Sansone: (310) 562.4107 Precast Pavers and Quick.Crete Davis Cola's: #5237 I P-13 I Concrete Rounds Concrete Rounds Precast Concrete at Butterfty Garden Brian Golz (951) 737.6240 San Clego Butt Concrete Header N/A Cast In Place Concrete Davis Colors: #5237 San Diego Buff I P-14 I Oreo Block Company Reid: Pietra Cd:lble (60 mm) Precast Pavers, Typ. Joe Sansone, (310) 562.4107 Scidier: 4'1< 8' Hdond (80 mm) Choteau (B91 Oreo Block Company Reid: P"1ra Cobble (BO mm) I P-15 I Vehicular Precast Pavers, Typ. Chateau (89) Joe Sansone: (310) 562.4107 Scidier: 4'1< 8' Hdond (80 mm) ........__,, Recreaticrl, Inc. Pebbleilex Poured-ln--Place F\Jbbertzed I P-16 I Play Surfacing, Typ. lim Hodges: 71-4.619.0100 Surfacirg Per Plans OR .bf'PAO\IED EQJpL OR Af'PROVED EQUAL IP-171 Play Sand Premier Silica. LLC. Pro Tour Sand Natural Mike Miclette: 949.728.0171 To Match C.O.NB. Std. To Match City Std. I P-18 I Ballfleld Infield Mix Gail Materials Pro ~d Premium Infield NIA David Dzwllewsld: 951.279.1095 Mb< I P-19 I Concrete Apron at Backstop N/A Poured In Place C.ancrete Davis Colors: #5237 Tensile Shade Post San Diego Butt 0 Medium Boulders Southwest Boulder 3' BoukJer IT otal Quantity 36 Hickory Creek (760) 451.3333 Location/ Label {1) Per Plans IP-201 l.Bndscape Boulder [ID Large Boulders Southwest Boulder s Bou~er /Total OJantlty 33 Hickory Creek Localion/ Label {2) Per Plans (760) 451.3333 @] Extra Large Bou~ers Southwest Boulder r Bo.Jder /Total Q.mtlty 17 HickOry Creek l.ocallon/ Label {3) Per Plans (760) 451.3333 I P-21 I Concrete ,Apron at Light Bollard N/A Poured In Place Concrete To Match Adjacent Paving Gravel Maintenance Ccncrete Headerw/ N/A Poured In Place Concrete Na1ura1Gray I P-22 I Access Road with Thickened Footing ¾' Crushed Miscellaneous Base Concrete Curb Gravel N/A Na1Ural C0SSII IP-231 Picnic Area Tension Structure Post NIA Poured In Place C.ancrete Davis Colors: #5237 Base (In ~antlng Area) San Diego Butt IP-241 Decomposed Granite Paving Gail Materials Decomposed Granite Gails Gold David Dz-.vilewski: 951.279.1095 I P-25 I Tui Block Bomanite Grasscrete Na1ura1Gray 303.369.1115 NOTES 1. Refer to Speclflcatlons for addltlonaJ lnformatlon. 2. Contractor to provide (2) 4'x:4' mock-ups with (2) finishes each for Owner and Landscape Architect review. 3. Refer to Civil Engineer's Plans for addlUonal Information. 4. Submit sample and product cut sheet to Owner and Landscape Architect for approval. 5. Submit concrete mix design to Owner and Landscape Architect for awroval. FINISH PATTERN JOINTING NOTES DETAIL Qace Top Cast 03 Per Plan Scare 1, 2, 3, 5 Detail A. Sheet L1.09 Qace Top Cast 03 Per Plan Score 1, 2, 3, 5 Detail C, Sheet L1.09 Aggregate Per Plan Sawcut 1, 2, 3, 5 Detail B, Hand Seeded Sheet L1.09 95% Coverage -N/A Aggregate Per Plan Sawcut 1, 2, 3, 5 Detail D, Hand Seeded Sheet L1.09 -N/A 95% Coverage -Per Plan N/A 1, 2 Detail G, Sheet L1.09 Per Plan N/A 1, 2 Detail I, -Sheet L1.09 Light Sand finish on NIA N/A 1, 2 Detail E, sealant Sheet L1.09 Light Sand finish on NIA N/A 1, 2 Detail F, sealant Sheet L1.09 Qace Top Cast 03 Per Plan and Detail Score 1, 3, 5 Detail J, Sheet L1.09 C?race Top Cast 03 Per Plan and Detail Scare 1, 2, 3, 5 Detail C, Sheet L1.19 Light Sand finish on NIA N/A 1 Detail H, sealant S-L1.09 Random ½' Min. Joint -¾" Max. Joint Details M & N, 1, 2, 3, 4 Sheet L1.09 Qace Top Cast 03 Per Plan Sawcut Se~ed Ashlar/ Random T2 -Light Sandblast NIA N/A 1, 3, 4 Detail I., V<th Matte Sealer Sheet L1.09 Qace Top Cast 03 Per Plan Sawcut JQnt Sleblizer Sealer -(BP Detail 0, Se~ed Ashlar/ Random Pro""""") 1, 2, 3, 4 Sheet L1.09 Flelar ID Spaclllca:tlcm for Additional lniorrnatlon Detail K. Sealed Ashlar/ Random Pewrs BhBI be la}OO at a 00 1, 2, 3. 4 Degree a,gel to BLilding Sheet L1.09 1, 4 (12"x12' Details B & C, Aliphatic Binder NIA N/A Sample) Sheet L1.19 NIA NIA NIA 1. 3, 4 DelallsB,C&D, SheetL1.19 NIA NIA NIA 1, 3, 4 Detaill, S-L1.17 C?race Top Cast 03 Per Plan Sawcut 1, 3, 5 Detail B, Sheet L1.11 -Per Plan N/A Per Plan N/A 1, 3, 4 Detail B, -Sheet L1.10 -Per Plan N/A To Match Adjacent NIA N/A 1, 3, 5 Detail C, Paving Sheet L1.10 Medium Broom Per Plan and Detail Scare 1. 3, 4, 5 Detail B, S-L1.13 NIA NIA NIA l2iace Top Cast 03 Per Plan Sawcut 1, 3, 5 Detail G, Sheet L1.17 Natracil Organic NIA NIA 1, 3, 4 Detail A, Stabilizer Sheet L1.10 NIA Per Plan and Detail NIA 1, 3, 4, 5 Details E & F, S-L1.14 '"""", I '"""' I REC"'"(:, R c s···· ET I l ,., ~; l .,) .... Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C "' ·-"! 01 C N "' 0 "' C ~ " ~ 0 ~ CJ --0 a. u... u... - C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI "' Cf) -a ~ -0 ~ C >->- 0 w .a .. -0 :::, co ---"' "' -~ i5 GI i5 0 c' .. " " :::, " ~ .. -~ Sl \I .£ GI .. 1--·-..c -\I 0 N .. -~ &i 0 0 D. GI ~ l .a! a. ii 0 u " ~ \I ., " E 0 u c .!!' ~ ., "' 0 w -a -~ ... l_ C " -w 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV ., I Construction Legend L 1 ~08 rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..roiy and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gr,s oonta ned lherei1 in all fon1ats, includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elro/ 11'8f, ncrasslgnec toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rc-n EPTDESl8N. lii UJ 12 0 u '" a: e -C 0 (.) C ., 0. C!) -0 N C'--N -~ Q_ <{ CONSTRUCTION NOTES 1. This plan Is for the purpose of horizontal control {staking) of construction features not located by lhe project cMI engineer or archltecn.Jral drawings and for constructkm reference of site construction features detailed herein. 2. Refer to cMI drawings for the vertical control of all constructbn features and for the horizontal control of all walks and construction reference of feabJres not designated herein. 3. All dimensions are staked perpendicular or parallel, unless otherwise Indicated. 4. Refer to cMI and architecture plans for all waterprooiing and drainage specifications. 5. All accessibilily references shall comply to 'California Title 24" requirements. 6. All wocx:I in contact 'Mith grade, concrete, or masonry must be treated. 7. Refer to specified detail for block wall dimensions at all access gates. 6. Ensure that fine grades have been set correctly prior to installing walks, footings, walls, and other structures. 9. Conform work to requirements of latest adopted edition of uniform building code and other applicable local and state codes, ordinances and regulations. 10. Dimensions Indicated on drawings are taken from ootslde face of walls, paving, curbs, etc. unless Indicated otherwise on drawings. 11. AutoCAD 2010 file of the base are available to supplement the dimensions shown on the plan. 12. Vvhere conflicts occur between general construction notes, drawings and actual field conditions, notify OVv'lle~s authorized representative for clarification. Failure to provide such notification may make contractor liable for costs incurred to rectify the discrepancy. 13. The contractor shall not wilttulty proceed with construction operatons when it is obvious that unknown obstructons and grade differences exist that may not have been known during the design process. The contractor shall immediatety bring such conditons to the attention of owne~s authorized representative for resolution. The contractor shall assume full responsibility for costs incurred and required mcx:lificatons due to lack of providing such notfication. 14. Coordinate with other consultants' work to properly execute contracto~s work. 15. Ensure that drainlines, electrical conduits, sleeves, etc., are in place prior to installation of paving and walls. 16. Replace or repair existing mater1als that are damaged by contractc:r during construction operations. 17. Paving, sealant and stone veneer wall mock-ups are required-refer to specification for complete rrKJck-up criteria. 18. Ensure that curved edges have smooth and contlnoous curves. 19. Verify property and limit-of-work lines prior to commencing work. 20. Refer to city and county standards for standard plans and specifications where applicable. May 05, 2015 -4:27PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1.DBA Construction Legend.owg WALL, STAIR & FENCE LEGEND ITEM DESCRIPTION HEIGHT MANUFACTURER Wall 3' -0' to 5' -0' NIA I W-1 I Architecb.Jral Blade Wall Finish Applica.fion LM. Scofl<ad Wall 1' -f1 NIA I W-2 I Balllield Seatwall Skate Deterrent Skate Stopper (619) 447.6347 I W-3 I Buttartt,, Garden Seatw~I 7' to 2'-0" to 7" NIA I W-4I Overlook Trellis Seatwall 2'-0' NIA I W-6 I Verdure Wall, Typ. Height Varies Soil Retention Prcx:lucts, Inc. (800) 346. 7995 Wall Height Varies Oreo Block, Inc. Juan Tejeda (714) 932.7120 I W-6 I Sound Wall at Superior Avenue Oreo Block, Inc. Wall Cap Juan Tejeda (714) 932.7120 Wall 5'-4' NIA Rnish Application L.M. SCOfield I W-7 I Park Monument Wall Base NIA City Sool Freedcrn & Beach Signrnakers, Inc il<Md _,h (949) 752.8200 Post 2'-10' Custom I W-6 I Stair Handrail Rail NIA Skate Deterrent Custom Post I 2'-10' Custom I W-9 I Ramp l-landrail, Typ. Rail NIA Skate Deterrent Custom Cast-in-Place Stairs NIA Iw-10I Concrete Steps at Backstop Qooved Warning Strip NIA RaiVPast Master Halco or Approved Equal Chain Link Fence Master Halco or Approved Equal I W-11I Chain Link Gate D & D Technologies Hinges Richard Woodbeck (800.716.0888 Gate Lack Assembly Per CoNB Standards Cast-in-Place Stair NIA Carcrete Steps with lw-12I Oleekwall -Grand Stairway CheekNall NIA Step Light in Cheekwall Refer to Bectrical Plans Post 3'-10'' Custom IW-13I Cable Ralllng at Verdura Wall The Cable Connection Cable Railing (775) 885.1443 IW-14I OMIT Post I 10' -0' Master Halco or Approved Equal Rail Master Halco or Approved Equal IW-15I Baseball Fence Chain Link Fence Master Halco or Approved Equal Mesh Netting West Coast Netting or Equal: (926) 692.1144 Post I 20· -CJ to 25• -a· Master Halco or Approved Equal Rail Master Halco or Approved Equal IW-16I Baseball Backstop Chain Link Fence Master Halco or Approved Equal Mesh Netting West Coast Netting or Equal: (BOO) 654.5741 Backboard TangentTec:ITJologies: Daniel Veazquez (630) 264.111 O Cast-in-Place Stairs NIA IW-17I Ballfiald Stairway ~oved Warning Strip NIA PosVR~I 10' --0' Master Halco or Approved Equal IW-16I Dugout Gate Gate Lack Assembly Master Halco or Approved Equal Post B' -CJ Master Haloo or Approved Equal IW-19I Perimeter Oiain Link Rail Master Halco or Approved Equal Fence Chain Link Fence Master Halco or Approved Equal Wall 1' -6" NIA lw-20I Retaining Wall at Tat Lot Finish Application LM. Scofl<ad Skate Deterrent Skate Stopper (619) 447.6347 Iw-21I Tl.Ji Stairs at Tot Lot NIA Post 2'-8' Custom Rail Custom lw-22I Bridge at V-Dltch Cabling NIA Stamped Concrete Deck NIA Footing NIA Wall Height Varies Oreo Bicek, Inc. Juan Tejeda (714) 932.7120 Wall Cap Oreo Block Inc. Juan Tejeda (714) 932.7120 IW-23I Retaining Wall with Cable Palling Post 3'-10' Custom Cable Railing The Cable Connection (775) 885.1443 NOTES 1. Refer to specifications for additional information. 2. Submit sample for approval by Owner ard Landscape Architect prior to construction. 3. Contractor shall submit shop drawings for approval by Owner and Landscape Architect prior to construction. 4. Contractor shall provide a mock-up for approval. 5. Refer to Structural Enginee~s plans for additional inforrnatbn/details. 6. Refer to Precise Grading Plans prepared by Urban Resource fer all top of wall and top of footing elevations. MATERIAL Board Formed Gast In Place Concrete Cast In Place Concrete Cast In Place Concrete ½" Radius Stopper D R05-8 Cast In Place Concrete Cast In Place Concrete Verdura® 40 Split Face CMU Block 3" Spit Face CMU Block Cap: Finished on (3) sides Board Formed Cast In Place Concrete Integral Coklr Cast In Place Concrete RedWOOO Insert Galvanized Tube Steel Per Plan Galvanized Tube Steel Per Plan Galvanized Steel Galvanized Tube Steel Per Plan Galvanized Tube Steel Per Plan Galvanized Steel Cast In Place Concrete Epoxy Paint Recessesd Warning Sfrip Hot Dipped Galvan~ Steel Galvanized Chain Link Fabric: 6 Gauge wire with 2' Mesh Truaose Hvy. Duty Self Close Hinge #TCHDRND2-MK2 Per CoNB Standards Cast In Place Concrete Cast In Place Concrete Galvanized Steel Per Plan Type 376 Stainless Steel Cable Hot Dipped Galvanized Steel Hat Dipped Galvanized Steel Galvanized Chain Link Fabric: 6 Gauge wire with 2' Mesh K36T 1¾" Mesh Netting Hot Dipped Galvanized Steel Hat Dipped Galvanized Steel Galvanized Chain Link Fabric: 6 Gauge wire with 2' Mesh K36T 1¾" Mesh Netting 2" x 12" PolyTuf HDPE Harizonital Backboard Cast In Place Concrete Epoxy Paint Recessesd Warning Sfrip Hot Dipped Galvanized Steel Hot Dipped Galvanized Steel Hat Dipped Galvanized Steel Hot Dipped Galvan~ Steel Galvanized Chain Link Fabric: 6 Gauge wire with 2' Mesh Board Formed Gast In Place Concrete Integral Coklr ½'' Radius Stopper DR05-8 Cast In Place Concrete Carten HSS Carten HSS 7 x 7 x Ci'' Braidecl Stainless Steel Cable Poured In Place Concrete w/ Board Form Liner Stamp Cast In Place Concrete Split Face CMU Block 3' S~t Face CMU Block Cap Finished on (3) sides Galvanized Steel Per Plan Type 316 Stainless Steel Cable COLOR RNISH NOTES DETAIL Davis Colors: #5237 Refer to Detail San Diego Buff 1, 4, 5, 6 Detail A, WestwoodBl'O'Ml Sheet L1.12 -H~fStrenglh Refer to Detail Davis Colors: #5237 Refer to Detail San Diego Buff 1, 4, 5, 6 Detail B, Sheet L1.12 Stainless Steel - Davis Colors: #5237 Lght Sandblast 1, 4, 5, 6 Details C & D, San Diego Buff Sheet L1.12 Davis Colors: #5237 Light Sandblast 1, 4, 5, 6 Detail E, san Diego Buff Sheet L1.12 Buff 1,2,3,4,5,6 Reier to -Verdura Plans Wheat - 1, 2, 4, 5, 6 Detail F, Sheet L1.12 Wheat - Davis Colors: #5237 Refer to Detail san Diego Buff Westwood Bl'O'Ml -Hall Graffiti Coating -Clear Anti Graffiti Glazed Strenglh Coating by Vilrocem to match A.rch Specs Detail A, 1,2,3,4,5,6 Sheet L1.13 Davis Colors: #5237 San Diego Buff Refer to Detail Refer to Detail Refer to Detail Coat imer lining with -voe corrosion inhibitor Low Sheen Paint: One coat rust 1, 3, 4, 5, 6 Detail C, RAL --801 9 Grey Brown Inhibitor/Two Coats Paint Sheet L1.15 Low Sheen Paint: One coat rust Rl1J.... --801 9 Grey Brown Inhibitor/Two Coats Paint Coat imer lining with -voe corrosion inhibitor Low Sheen Paint: One coat rust 1,3.4,5,6 Dela.ii C, RAL -601 9 Grey Brown inhibitor/Two Coats Paint Sheaf L1.15 Low Sheen Paint: One coat rust RAL --801 9 Grey Brown Inhibitor/Two Coats Paint Davis Colors: #5237 Sandblast San Diego Buff 1, 3, 4, 5, 6 Details A. C & D RAL #8028 Terra Sheetl1.15 Brown - Midnight Black Permafused II Poi'jolefln Midnight Black Permafused II Poi'jolefin 1, 3, 4, 5, 6 Detail D, Sheet L1.14 Back NIA Back NIA Davis Colors: #5237 Light Sandblast san Diego Buff DelallsF,G,& Davis Colors: #5237 H, Sheetl1.16 San Diego Buff Light Sandblast 1, 3, 4, 5, 6 and Delalls A & B, Sheetl1.15a Low Sheen Paint: One Coat Rust Inhibitor/Two Coats Paint RAL --801 9 Grey Brown 1, 3, 4. 5, 6 Detail B, Clear Coat: Sheet L1.14 Stainless Steel Weatherproofing Midnight Black Permafused II Poi'jolefin Midnight Black Permafused II Poi'jolefln Detalls A, B & D Sheet L1.16 1,2,3,4,5,6 Midnight Black Permafused II Poi'jolefln Detall D, Sheet L1.17 Back - Midnight Black Permafused II Poi'jolefin Midnight Black Permafused II Poi'jolefln Midnight Black Permafused II Poi'jolefln 1,2.3,4,5.6 Details C & D, Sheet L1.16 Back - Turf Green Router all exposed edges smooth Davis Colors: #5237 Light Sandblast San Diego Buff 1,3.4,5,6 Details B, D & E RAL #8028 Terra Sheet L1.15 Brown - Midnight Black Permafused II Poi'jolefin 1, 3, 4, 5, 6 Detail C, Sheet L1.17 Midnight Black Permafused II Poi'jolefin Midnight Black Permafused II Poi'jolefln Midnight Black Permafused II Poi'jolefln 1,2,3,4,5,6 Detail A, Sheet L1.14 Midnight Black Permafused II Poi'jolefin Davis Colors: #5237 Refer to Detail San Diego Buff Westwood BrOMl Refer to Detail 1, 4, 5, 6 Detatls A & B, -H~f Strenglh Sheet L1.20 Stainless Steel - Davis Colors: #5237 Light Sandblast 1, 4, 5, 6 Details C & D, 8an Diego Buff Sheet L1.20 Coat imer lining with -voe corrosion inhibitor Coat imer lining with -voe corrosion inhibitor Stainless Steel Clear Coat: 1,2,3,4,5,6 Deida A, C, D & E, Weatherproofing 5h881:L1.11 SOiomon Cdors ColCfFIO N/A l..eatt1er: #338 Natural Gray Light Sandblast Wheat - Wheat - 1,2,3,4,5,6 Detall C, Low Sheen Paint: Sheet L1.14 RAL --801 9 Grey Brown One Goat Rust Inhibitor/Two Coats Paint Stainless Steel Clear Goat: Weatherproofing '"""", I '"""" I REC"'"(:, R c s···· ET I l ... ~; l .. ) .... Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C .,., ·-"! 01 C N .,., 0 "' C ~ " ~ 0 ~ CJ --0 a. u... u... - C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI .,., Cf) -a ~ -0 ~ C >->-a w .a .. -0 :::, co ---"' "' -~ i5 GI i5 0 c' .. " " :::, " ~ .. -~ Sl \I .£ GI .. 1--·-.c -\I 0 N .. -~ &i 0 0 D. GI ~ l .a! a. ii 0 u " ~ \I ., " E 0 u c .!!' ~ ., UI 0 w -a -~ ... l_ C " -w 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV ., I Construction Legend L 1 ~OBA rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..rOI)' and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats, includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elro/ 11'8f, nor assignee toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rc-n EPTDESl8N. lii UJ 12 0 u '" a: e -C 0 (.) C "' 0. C!) -0 N ,.__ N -~ Q_ <{ R2' ,---,,_--i_ ~--'-~---t-- \-. ---~f----~ + RB' f-----f-----~i--i_ -.a --r-\ L /-ll-(.:t:J 1=_ 1 ' Plan View -NTS 5 10 1. 2 ½' THICK PRECAST CONCRETE ROUNDS W/ LIGHT SANDBLAST FINISH 2. ')16' RADIUS AT EDGE OF PRECAST STEP~NG STONE 3. ADJACENT PAVERS 4. SAND SETTING BED 5. JOINTS FILLED WITH SHARP. NORMAL WEIGHT. WASHED CONCRETE SAND 6. NOA REBAR@14' O.C EACH WAY 7. NATURAL GRAY CONCRETE SUB.SLAB 8. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT 9. COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT 10. CONCRETE HEADER NOTES: 4' ,I'---1-f A REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH B. REFER TO CONSTRUCTION PLANS FOR LOCATION AND QUANTITY OF ROUNDS - PERGEOTECH REPORT Plan View (NTS) • ,;. ~' 9h~~ Flagstone & Precast Paving (Butterfly Garden) Scale: 1 1/2'-1'-0" Plan View (NTS) 0 ® 11 s, N Flagstone Paving at Planting Area (Butterfly Garden) Scale: 3"=1'-0"' □ 5 ~ 3 -0 - ~ ,I r Plan View (NTS) Section 0 Precast Paving, Typ. / Backstop Area Scale: 3"=1'-0"' -·-,-' 7 ~ Plan View at Expansion Joint (NTS) 0 Section at Expansion Joint 3 !, ., .:_ ~....:. ~ -~ ----·· 2'MIN. 3' 4"MAX, CUR May 05, 2015 -4:28PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1.09 Construction Details.dwg C. CONTRACTOR SHALL SUBMrT SAMPUE OF PRECAST ROUNDS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION D. BUTTERFLYAREASTAKEDANDLAID OUT IN FIELD FOR REVEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION E. CONTRACTOR TO PROVIDE PARTIAL MOCK-UP FOR APPROVAL PRIOR TO CONSTRUCTION. THIS INCLUDES USING ALL CONSTRUCTION MATERIALS 1 CONCRETE HEAIDER WITH MEDIUM SANDBLAST RNISH 2. JOINTS FIULED WrTH SHARP. NORMAL WEIGHT. WASHED CONCRETE SAND 3. PRECAST CONCRETE PAVER FIEUC 4. PAVER SAND BASE 5. COMPACTED SUB-BA.SE PER GEOTECHNICAL REPCRT 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 7. FLAGSTONEGROUT JOINT-SHALLBE1"-2'MAX. BETWEEN STONES 8. FLAGSTONE PAVER 9. MORTAR LEVELING BED 10. N0.4 REBAR@14'0.C. EACH WAY 11. NATURAL GRAY CONCRETE SUB-SLAB 12. EXPANSION JOINT 'MTH MASTIC SEALANT RECESSED 1/8' FROM FINISH SURFACE IN R.AGSTONE ONLY. MATCH GROUT COLOR 13. ¼' FOAM EXPANSION JOINT CONTINUOUS THROUGH PAVER BASE AND FLAGSTONE BASE. SHOWN PER PLAN 14. SPEED DOWEL 15. 2" DIA. PVC PIPE AT LOW END OF PAVERSAND ±18"0.C. AND FILLED 'MTH 1/2' CUEAN STONE. SLOPE CONCRETE SURFACE TO ORAN INSTALL 6'x8' PIECE OF RLTER FAIBRIC ON TOP OF EACH DRAIN 16. 6" DIA. X 12' DEEP DRAIN PIT FlLLED 'MTH 1/2' CLEAN STONE 17. N0.4 REBAR CONTINUOUS 18. N0.4 REBAR ANCHOR@ 18" O.C. TYPICAL 19. DEEP SCORE JOINT AT 6' O.C. TYPICAL NOTES: A. REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH B. RANDOM FIELD PATTERN-SHALL BE LAD AT AOO° ANGUE C. REBAR TO BE CENTERED IN CONCRETE 'MTH SUPPCRT CHIARS D. BUTTERFLY AREA STAKED AND LAD OUT IN RELO FOR RE\1EW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTON E. CONTRACTOR TO PROVIDE PARTIAL MOCK-UP FOR APPROVAL PRIOR TO CONSTRUCTION. THIS INCLUDES USING ALL CONSTRUCTION MATERIALS Constr. Legend Ref. [FCill 1. PLANTING TOPSOILJMULCH -REFER TO LANDSCAPE SPECIFICATIONS 2. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 3. FLAGSTONE PAVER -REFER TO CONSTRUCTON LEGEND 4. GROUT JOINT -SHALL BE 1'-2'M/IX. BETWEEN STONES 5. MORTAR LEVEUNG BED SHALL BE½' MINIMUM 6. NO. 4 REBAR@14'0C. EACH WAY 7. NATURAL GRAY CONCRETE SUB-SLAB 8. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT NOTES: A. REFER TO CONSTRUCTION LEGEND FOR COLOR AIND FINISH B. REBAR TO BE CENTERED IN CONCRETE WITH SUPPCRT CHAIRS C. BUTTERFLYAREASTAKEDANDLAID OUT IN RELD FOR RE\1EW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCT ON D. CONTIRACTORTO PROVIDE PARTIAL MOCK-UP FOR APPROVAL PRIOR TO CONSTRUCTON. THIS INCLUDES USING ALL CONSTRUCTION MATERIALS Constr. Legend Ref. I P-12 I 1. PRECAST CONCRETE PAVER 8/>ND -WET SET IN CONCRETE BASE 2. JOINTS RLUED WrrH SHARP. NORMAL WEIGHT. WASHED CONCRETE SAND 3. PRECAST CONCRETE PAVER FIELD 4. PAVER SAND BASE 5. ADJACENT RNISH GRADE: -½/' BELOW F.S. FOR TURF AREAS -1½" BELOW F.S. FOR SHRUB 6. CONCRETE BASE 7. NO. 4 REBAR CONTINUOUS 8. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT 9. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A. REFER TO CONSTRUCTION LEGEND FOR COLOR. RNISH. AND SEALANT INFORMATION B. COMBINATION 60% LARGE. 40% SMALL SHALL BE LAD AT 90 DEGREE ANGLE PERGEOTECH REPORT Constr. Legend Ref. I P-14I - 1. ARCHrTECTURE OR WAUL 2. 3/s' FELT EXPANSION JOINT WITH TEAR AWAY CAP AND APPROVED MASTIC SEALANT WITH CLEAN SIUCA SAND TO MATCH CONCRETE. SEALANT TO BE RECESSED Ya' FROM FINISH SURFACE 3 Y," TOOLED RADIUS. TYP. 4. CONCRETE PA\1NG -REFER TO DETAIL A. THIS SHEET NOTE A REFER TO CONSTRUCTION PLAN FOR EXPANSION JOINT LOCATIONS B. CONTRACTOR SHALL SUBMIT A SAMPLE OF SEALANT AND SAND TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION C. NO ZlP STRIP JOINT CAPS ALLOWED ' " llII i'II 11 111 i'II 11 111 i'II 11 11 111 11 11 111 11 11 111 11 11 111 11 11 111 11 11 111 11 11 111 11 11 111 • "~Ill= 11=111= II= II= II= II= II= II= II~ 11-II= II= II= II= II= II= II= II -·~CIC CIC cir --,-r1c CIC C ,,_ 11-11-II-' ,,_,,_II , , Expansion Joint at Vertical Surface constr. Legend Ref. [Ei] I H,1-------------------------------- I 1 Scale: 31 = 11-011 DEPTH SHALL EQUAIL 1/4 THE THCKNESS OF THE SLAB '' Sawcut Joint Scale: 31 =1'-01 611 IN PLANTING 811 ADJACENT TO VERTICAL SURFACE 2 3 1 . CONCRETE PAVING 2. Ya"WIDESAWCUT JOINT NOTES A. REFER TO CONSTRUCTION PLAN FOR JOINT LOCATIONS Conatr. Legend Ref. ie=i7 1. CONCRETE MOWCURB -REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH 2. NO. 4 REBAR CONTINUOUS 3. Ya" RADIUS. TYP. 4. FINISH GRADE: -Ji' BB_OW F.S. FCR TURF AREAS -1½" BELOW F.S. FOR SHRUB AREAS 5. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A. PROVIDE A 1' DEEP SCORE JOINT AT 10' O.C. AND AT ALL CHANGES IN DIRECTION B. REBAR TO BE CENTERED IN CONCRETE wrrH MIN. 18' TIED END OVERLAPS ri'\J t--_C_o_n_c_re_te_M_o_w_c_u_r_b _________ eo_nstr_._LeQ_e_nd_Ref_. _e-_, \::!_) Scale: 3"=1'-0' 6 □ ~ 5 -0 ~ ,I . l ' Plan View (NT$) Section K Vehicular Precast Paving / Restroom Area Scale: 3"=1'-0'' - F - 5 1 4 Expansion Joint Scale: 3"=1'-0" -tt-~-------- Doweled Expansion Joint Scale: 311= 11-0" ' " 1 2 1. CONCRETE PAv1NG 2. Ya" TOOLED RADIUS -TYP. 3. 3/a" FELT EXPANSION JOINT WITH JOINT CAP AND APPROVED MASTIC SEALANT TO MATCH CONCRETE COLOR. TYP. 4. COMPACTED SUBGRADE PER GEOTECHNICAL REPCRT NOTES: A REFER TO CONSTRUCIDN PLAN FOR LOCATION OF JOINTS B. CONTRACTOR SHALL SUBMIT SAMPLE OF SEALANT TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION Constr. Legend Ref. P 1 1. CONCRETE PAVING 2. SPEED DOWEL 3. Ye' TOOUED RADIUS, TYP. 4. 3/, FELT EXPANSION JOINT WITH JOINT CAP AND APPROVED MASTIC SEALANT WrrH CUEAN SILICA SAND TO MATCH CONCRETE 5. N0.4 REBAR 6. COMPACTED SU6GRADE PER GEOTECHNICAL REPCRT NOTES: A. RERER TO CONSTRUCTION PLAN FOR DOWELED EXPANSION JOINT LOCATIONS B. CONTRACTOR SHALL SUBMrT A SAMPLE OF SEALANT AND SAND TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION 5 6 9" Constr. Legend Ref. e-s 1. CONCRETE PAVING 2. Y,• TOOLED RADIUS, TYP. NOTES: A. SEE CONSTRUCTION PLAN FOR LOCATION OF SCORED JOINTS B. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL NOTES DEPTH EQUAL TO 1/4 THE THICKNESS OF THE POUR r r1r r1r r1r r1r r1r n1r n1r n1r n1r n1r ' I i'II II I i'II II I i'II 1111 1111111 I I 1i'II I 111i'II I 111i'II I 111i'II I 111i'II I I,. 111 ' 111_ 1-111-1-111-11_ II II ' '" ' "' ' Ill I Ill I II' ,_ 1-11-,-· Scored Contraction Joint Scala: 3'=1 '-0" 4 /;,. 2 3 7 "' Constr. Legend Ref.[§] 1. PRECAST CONCRETE PAVER FIELD 2. JOINTS FILLED WrrH SHARP. NORMAL WEIGHT. WASHED CONCRETE SAND 3. PAVER SAND BASE PER LANDSCAPE SITE CONCRETE SPECIRCATIONS 4. MORTER BED 5. PRECAST CONCRETE PAVER BAND 6. ADJACENT RNISH GRADE, -½" BELOW F.S. FOR TURF AREAS -1½' BELOW F.S. FOR SHRUB 7. N0.4REBARAT12"0.C. EACH WAY 8. REBAR TO BE CENTERED IN CONCRETE wrrH SUPPCRT CHIAR -REFER TO LANDSCAPE SrrE CONCRETE SPECIFICATIONS 9. NATURALGREYCONCRETESLAB 10. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT 11. COMPACTED SU6GRADE PER GEOTECHNICAL REPORT 12.2' DIA PVC PIPE AT LOW END OF PAVERSAND ±1&' 0.C. AND FIULED wrrH 1/2' CLEAN STONE. SLOPE CONCRETE SURFACE TO ORAN INSTAILL 6'x6' PIECE OF FILTER FAIBRIC ON TOP OF EACH DRAIN 13. 6'' DIA. X 12' DEEP DRAIN PIT FILLED WrTH 1/2' CLEAN STONE NOTES: A. REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH B. SEAL PAVERS 'MTH 511 IMPREGNATOR C. REBAR TO BE CENTERED IN CONCRETE wrrH SUPPCRT CHIARS -REFER TO LANDSCAPE SrrE CONCRETE SPECIFICATIONS Constr. Legend Ref. I P-1° I 3 4 1. RNISH GRADE: -½" BELOW F.S. FOR TURF AREAS -1½" BB_OW FS. FOR SHRUB AREAS 2. Ya" RADIUS AT EDGE OF WALK 3. NO. 4 REBAR AT 14" O.C .. EACH WAY 4. CONCRETE PAV1NG -REFER TO CONSTRUCTION LEGEND FOR COLOR AND RNISH 5. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A SEE CONSTRUCTON PLAN FOR JOINT LOCATIONS B. REBAR TO BE CENTERED IN CONCRETE 'MTH SUPPCRT CHAIRS ~ 1 • -- - -----.-- - - - - - - - - - - " ' Concrete Paving, Typ. Const,. Legend Ref. I&, "I I A 1-------------------------------- ~ Scale: 31=1'-01 B - D 3 2 1. HAND SEEDED EXPCSED AIGGREGATE CONCRETE PAVING 2. 1/8" WIDE SAWCUT JOINT 3. N0.4REBAR@14"0.C EACH WAY 4. COMPACTED SUBGRADE PER GEOTECHNICAL REPCRT NOTES: A. SEE MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH B. SEE CONSTRUCTION PLAN FOR JOINT LOCATIONS C. REBAR TO BE CENTERED IN CONCRETE 'MTH SUPPCRT CHIARS -REFER TO LANDSCAPE SITE CONCRETE SPECIFICATIONS '> ;.-,,'-·-':( _.; v -·{ '° C:>-,;t ;·,'° ij' -"~ .... / ;.}, -( ':-;;,"·\, "i Y ;;~ ·,_,ct, : 1, ·, ·; /':h":-b; -<t ~j~Ia, 0 ~/:\,, ~" -'~1' /'.:·"c,' --c~ '.~ ~4~:, b:~-, _.,<"~:cc·:~·:;;-es~-).,\~/;·i,~,'{ £ 6' -•• ---, t ~ -~ ' -'-' -. - -,f--, _,_ - 1 111 I 1i'11 111 I 1i'11 111 II 1i'11 111 II 1i'11 111 II 1i' 1 11 II 1i' 1 111 11 11 1 11 11 11 1 11 11 11 1 11 11 11 1 11 I , 1 I I i' II I I I I I i' II I I I 11 I i' II I I I 11 I i' II I I I 11 111 I 1 1 11 111 111 1 11 11 I I I 11 I I I I I 11 I I I 11 11 . ' -111= I =111= 11=111-II-'' ,,_ ,_ ,,_ 4 Concrete Paving with Seeded Aggregate canst,. Legend Ref. lEJ Scale: 3"=1'-0'' 3' CUR. 2 3 4 1. RNISH GRADE: -½" BELOW F.S. FOR TURF AREAS -1½/' BB_OW F.S. FOR SHRUB AREAS 2. 3/s" RADIUS AT EDGE OF PAVING. 3. NO. 4 REBAR AT 12' O.C., EACH WAY 4. CONCRETE PAV1NG. SEE CONSTRUCTION LEGEND FOR COLOR ANDRNSH 5. SUBBASE PER GEOTECHNICAL REPORT 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES, A. SEE CONSTRUCTION PLAN FOR LOCATION OF JOINTS B. REBAR TO BE CENTERED IN CONCRETE 'MTH SUPPORT CHAIRS 5 6 Vehicular Concrete Paving, Typ. Constr. Legend Ref. l-"c'.I Scale: 2"=1'-0" " ,, 1"':I""'.•,--'----' I ~ J 1. EXPCSED AGGREGATE CONCRETE PAVING 2. 1/B'WIDE SAWCUT JOINT 3. NO. 4 REBAR@12' O.C. EACH WAY 4. COMPACTED SUBGRADE PER GEOTECHNICAL REPCRT NOTES: A SEE MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH B. SEE CONSTRUCTION PLAN FOR JOINT LOCATIONS C. REBAR TO BE CENTIERED IN CONCRETE 'MTH SUPPCRT CHAIRS -REFER TO LANDSCAPE SITE CONCRETE SPECIRCATIONS c ; ~ ,'/ C ,7 < ,, 4 Vehic. Concrete Paving with Seeded Aggr. Con. Lgd. Ref. [El Scale: 31=1'-01 REC"'"(:, RC s···· ET '"""", I '"""" l ........ ~; l .. J ...... .. Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I "' -a C 0 - u.. >- By Date City Review Set 1st CoNB SubMittal JB/SH 02.21.13 JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Details L 1 ~09 rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..ro,y and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gr,s oonta ned lherei1 in all fon1ats. includilg prirted ard dgitizOO. T 1ess dra.wings ms nol tc 00 a tered in Elro/ 11'8f, nor assignee toa third ~111thoutffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rc-n EPTDESl8N. lii UJ 12 0 u &' RB' Plan View 2 }--f--() □ 3 }--~ Front View Section H Pet Waste Dispenser 1. POST CAP-MATCH FENCE POST CAP 2. DOG BAG DISPENSER -FASTEN TO POLE WrTH (2) ANCHOR BOLTS PER MANUFAC'TURERS RECOMMENDAllONS 3. 2' SQU/>RE STEEL POST 4. OONCRETE FOCrTNG -SLOPE TOP OF FOOTING TO DRAN 5. OONCRETE PAVING -SEE CONSTRUCTION LAYOUT PLANS 6. FINISH GRADE 7. OOMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS NffiES: A OONTRACTOR SHALL REFER TO MASTER OONSTRUCTION LEGEND FOR ALL MODEL NUMBERS, OOLORS AND RNISHES B. OONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR TO OONSTRUCTION FOR APPROVAL BY OWNER/LANDSCAPE ARCHrTECT C. OONTRACTOR SHALL HAVE LANDSCAPE ARCHrTECTTO LOCATE PRK)R TO INSTALLATK)N D. ALL OONNECllONS SHALL BE PAJNTED TO MATCH POST 4 Nl"MIN. SEE CONSllRUCllON PLANS 5 Constr. Legend Ref. I SA-71 May 05, 2015 -4:28PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 10 Construction Details.dwg 7 10 Planting Area I : I ' I i I f------iFI---J, I : I ' I }-_ _,,_.__-----11 I : I ',:--' I \ ,_ _____ ••• -'-. _J \ \ \ --·--- \ I 6 4 I I I 26'-0" : ii-_..,,-----i'4-~IV : I I I .1 I I I I I \ I ] --+_ -=-_7__ - --:-:-: -l-- \ \ 5 \ \ \ ---7 ---- @ I I TYP, I .I 8'-0' 5•-0· I 5'-0' CT, . · 1--+,I'---_-_-_-+._--_-_-_-_-... .:-+:;.:.::.::.::.::.:::;::;..:-::~---+----¥----------#-: --r I 8'--0' ?", ~t I ~ I I Planting Area F Planting Area Picnic Area Layout Scale: 1/411=1•-0• Plan View -NTS G Butterfly Bench Anchoring Scala: 3/4' = 1'--0' I ~ I \ \ \ I I ~~ I 6 I ® I \ ' \ I I ---~,--,~-~-;-_ ~ L----I --\ ---4------ Planting Area 3 ___________ J 23'-9'' WHEN ORDERING BENCH CONTRACTOR TO REQUEST A MOUNTING PLATE BE PROVIDED AT BASE OF BllTTERFL Y BODY, llHIS IS A SPECIAL ORDER ITEM. 5' .. "L " --- '=Ill= I . " Section A Planting Area L __ _ 9. ADJACENrT FLAGSTONE PAVING -REFER TO DETAIL M, SHEET L1 .09 10. OONCRETE HEADER -TOP CAST 03 11. MWCUT JOUNrT NOTES: A REFER TO CONSTRUCTION UEGEND FOR COLOR AND FINISH B. RANDOM FIELD PATTERN-SHALL BE LAJD AT A 90" ANGLE C. REBAR TO BE CENrTERED IN OONCRETE 1"1rTH SUPPORT CHARS D. BUTTERFLY AREA IS TO BE STAJKED AND LAJD OUT IN FIELD FOR REVlEW BY LANDSCAPE ARCHrTECT PRIOR TO OONSTRUCTION 1 . 2. 3. 4. 5. 6. 7. 8. 1. INTEGRAL OOLOR CONCRETE PA'i1NG WITH SEEDED AGGREGATE FINISH - REFER TO DETAJL B, SHEET L 1.09 2. AJDJACENrT PAVlNG -REFER TO OONSTRUCllON PLANS 3. TENSION STRUCTURE POST BASE IN PLANTING AREA SEE DETAJL G, SHEET Ll .17 4. TENSION STRUCTURE POST BASE IN PAVING AREA SEE DETAJL C, SHEET Ll .18 5 TENSION SHADE STRUCTURE 6. MWCUT JOINrT 7. EXPANSION JOINT -REFER TO DETAIL F, SHEET Ll.09 8. DECOMPOSED GRANrTE PAVING 9 OONCRETE MOWCURB 10. ARCHrTECTURAL BLADE WALL 11. TRASH RECEPTACLE 12. 96' x 7'2!' PICNIC TABLE AND BENCHES 13. 72" x72' PICNICTABUEAND BENCHES 14. POST MOUNTED CHARCOAL B'IABECUE 15. EXPANSION JOINT AT VERllCAL SURFACE 16. 6' SQUARE BELOW GRADE CONCRETE FOOllNG PER TENSION STRUCTURE PLANS NOTES: A. REFER TO MASTER CONSTRUCllON LEGEND FOR TYPE, COLOR AND FINISH B. OONTRACTOR SHALL PROVlDE PAVING MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT C. OONTRACTOR 1"1LL LAY OUT SrTE FURNISHINGS FOR APPROVAL BY LANDSACPE ARCHITECT PRIOR TO RNAL MOUNllNG Planting Area Constr, Legend Ref, ISA-141 ISA-151 BUTTERFLY BENCH -RERER TO CONSTRUCllON UEGEND BENCH MOUNTING PLATE -BY MANUFACTURER CONCRETE FOOTING AT ANCHOR POINrTS DRILL PAVER AND FOOTING TO SET½" DV\ x 7' RED HEAD ANCHORING BOLT, TYPICAL CONCRETE PAYERS COMPACTED SUBGRADE PER GEOTECH REPORT ±18" SQ. GROUTING UNDER PAVERS IN ANCHORING AREAS. IN SURE THAT NO PAVERS ARE ONLY PARTU\LLY SUPPORTED BY GROUT PAVER SETTING SAND Constr. Legend Ref. SA->J 18 C 'I 0, PIICJVlew 2 . , - I ''rr----'f----it--"i-"::::"'i·-fl _1-l~L'l1 11-I -/ ~-~-~-3 4 Vertical Conb'QI al tdow Curb ' Landscape Boulder Placement , Scale: 112• = 1 '-0" TYP. PB Planting .... 12 --t--{4 -Wolk Light Bollard Base, typ. Scale: N,T,S, Adjacent Planting .Alea ~ 1'-6" I I I I I I I I I I I 2'-1" 1'-5" ( ' 1. BOULDER -RERER TO OONSllRUCllON UEGEND 2. OONCRETE MOW CURB -REFER TO PLANS 3. OONCRETE BASE W/ THICKENED EDGE 4. OOMPAClED SUB BASE PER GEOTECHNICAL REPORT 5. RNISHED GRADE NOTES: A. THE RNAL POSITION SHALL BE APPROVlED BY THE LANDSCAPE ARCHITECT PRIOR TO SETTING B. ALL BOULDERS LOCATED NEXrTO OR WITHIN IMPERVIOUS SURFACES SHALL HAVE A CONCRETE SETTING BASE OF AT UEAST B' OF CONCRETE TO AVOID SETllUEMENrT C. FACING MAJRKS (PAINT AND CHALK) AND ALL UNNATURAL MAJRKJNGS SHALL BE REMOVED FROM ALL VlSIBUE SURFACES OF THE BOULDER Constr. Legend Ref. P-20 ~ I I I Adjacent Walk <\' " Plan View (NTS) I I I I I I I 5'-0' Section 3' TYP. MIN. g 1 2 l VARIES 1. FINISH GRADE/ ADJACENTPLANrTING AREA 2. CONCRETE MOWCURB PER DETAJL J, SHEET Ll.09 3. DECOMPOSED GRANITE PATH-RAST LH OOMPACTED TO 95% DENSrTY 4. DECOMPOSED GRANITE PATH-SECOND LIFT OOMPACTED TO 95% DENSrTY, FINISH SURFACE TO BE FLUSH W/ ADJACENrT HARDSCAPE 5. COMPACTED CLA'lS II AGGREGATE BASE 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTE, A REFER TO OONSllRUCTION LEGEND FOR TYPE, OOLOR AND RNISH SEE CONSTRUCTION PLAN l 6 1=1 =1 1-1 -1 I 1-1 -, ,,_. _,, - I 1=1 =1 ,-,,-, _, 5 2 Decomposed Granite Paving Constr, Legend Ref, I r-241 Scale: 1'=1'-0" -+---{6 1. RNISH GRADE, TYP . 2. UGHrT BOLLARD -RERER TO EUECTRICAL PLANS 3. ANCHOR BOLTS, EXrEND THROLGH OONCRETE APRON 4. CAST IN PLACE OONCRETE PAD TO COVER BOLT PLATE-SLOPE TO ADJACENrT PLANTING AREA 5. AJDJACENrT OONCRETE PAv1NG -REFER TO OONSTRUCTION PLANS FOR LOCATION ANO LAYOUT 6. OONCRETE FOOTING -REFER TO EUECTRICAL PLANS 7. EUECTRICAL CONDUIT -RERER TO EUECTRICAL PLANS FOR LAYOUT 8. OOMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. CITY OF NEWPORT BEACH STANDARD EUECTRICAL PULL BOX-REVlEW LAYOUT IN RELD 1"1TH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 10. NO. 4 REEWl 11. SPEED DOWEL 12. %-DEEP FELT EXPANSKJN JOINT WrTH JOINT CAP AND APPROVED MASTC SEALANT 1"1TH CUEAN SILICA SAND TO MATCH CONCRETE lPERELECl PLANS 13. SCORED OONTRACTION JOINT -REFER TO DETAJL G, SHEET Ll .09 NOTES: A REFER TO CML PLANS FOR DRAJNAGE B. REFER TO ELECTRICAL ENGINEER'S PLANS FOR BOLLARD AND PULL BOX LAYOUTS 8 6 0 -_.i_L.,_ ·~·' I. - - - II 1J1 111~111i'11 I 11,111 ,j _ 7 3 0 7 Constr. Legend Ref. I P-21 I 1. BIKE RACK-SEE LEGEND 2. ADJACENrT CONCRETE PAVlNG -RERER TO PLANS 3. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 4. SPEED DOWEL 5. %' FELT EXPANSION JOINT WITH JOINT CAP AND APPROVED MASTIC SEALANrT 1"1TH CUEAN SILICA SAND TO MATCH CONCRETE 6. N04 REEWl@ 14" O.C. EACH WAY 7. LOOP REEWl THRU BIKE RAKE RING HOLES 6. CAST-IN-PLACE BIKE RAKE SUPPORT POSTS 9. CAST-IN-PLACE CONCRETE PAD 10. CAST-IN-PLACE FOOTING PER MANUFACTURER 11. SCORED OONTRACTION JOINT -RERER TO DETAILG, SHEETLl.09 A B. C. D. NOTES CONrTRACTOR TO VERIFY FINAL LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION SEE CONSTRUCllON UEGEND FOR ADDrTIONAL INFORMATION REFER TO MANUFACTURER INSTALLATION INSTRUCllONS CORE DRILLING IS NOT PERMITTED , ' Bicycle Rack Anchoring eonstr. Legend Rei. I SA-s I D '}----------------------------------- " Scale: 1 ■ = 1 ·-0· 1'-6' -'--__:a_:_ f 16'-0' TYP. 7 12' Plan View -NTS E Bench Pad and Anchoring Scala: 3/4'=1'--0"' 1. BENCH -REFER TO MASTER CONSTRUCTION LEGEND FOR MODEL, COLOR AND FINISH 2. ½1 Dll\X4½11LBOLTS 3. ½' DL'\ INSERT WEUDED TO REEWl 4. 2' DL'\ X 5' DEEP GROUT POCKETS FILLED 1"1TH NON-SHRINK GROUT 5. CONCRETE PAVING TO MATCH ADJACENrTWITH N0.4 REEWl@ 14' 0.C. EACH WAY 6. EXPANSION JOINrT PER DETAJL F, SHEET Ll .09 7. MWCUT JOINT 8. ADJACENrT PA'i1NG 9. TRASH CAN NffiES: ALL BENCHES SHALL BE SURFACE MOUNTED. ANCHORING HARDWARE SHALL BE STAJNLESS STEEL. B. CONrTRACTOR TO VERIFY FINAL LOCAllON \\i1TH LANDSCAPE ARCHrTECT PRIOR TO INSTALLATION. 4'-0" CLEAR f -0' g Constr, Legend Ref, l&>.-10I REC"'"(:, RC s···· ET '"""", I '"""' l .,, ~; l ,) ,,,. Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I 0 Sl -"' "! 01 N "' 0 "' ~ " ~ ~ -0 u... u... 8 co 0 ~ 0 N ~ 8 "' ~ -0 ~ >->- -0 co ---"' "' ~ i5 i5 c' " " " ~ -~ Sl ,£ -0 N -~ &i 0 ~ l .a! ii u " ~ ., " E 0 u c ,!!' ~ ., w "' 0 -a -~ ... l. C " -w 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV ., I Construction Details rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..rOI)' and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats. includilg prirted ard dgitizOO. T 78Sl9 dee.wings ms nol tc 00 a tered in Elro/ 11'8f, nor assignee toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u '" a: e -C 0 (,) C ., D. C!) -0 N I'--N -~ 0. <{ 1 2 ,------.. I I "k-----+-- 1 I .. __ -___ , -----{ 7 EQ. 3' 2' 4" 8" J Elevation Section - 2 "'~ 7 '. ~f~ '" . . '' ~ \;; \ <· •. • ~'"<~ ':s:: '\ ,, . • • EQ. 111!---cac--+------{11 • 12 Cable Anchoring -NTS cable Pass Through -NTS cable Tension Anchoring -NTS 1. 6" x ¾" CORTEN TOP R.AJL 2. BR.AJDED 7 x 7 (!) STAINLESS STEEL CABLE-SHALL BE CLEAR COATED FOR WEATI-IER PROOFING 3. SWAGED ll-lREADED STUD FOR STAINLESS STEEL CABLE 4. INVISIWIRE RADIUS FERRULE FOR¼' DIA. CABLE -MODEL NUMBER RF-4 BY ULTRA-TEC 5. INVlSIWIRE RECEIVER FOR)\' DIA. CABLE -MODEL NUMBER 8-4 BY UL TRA-TEC 6. Y~ CABLE GROMMET -MODEL# G-C8-4 BY ULTRA-TEC 7. 4'x2"x3/,6'CORTEN HSS POST 8. WASHER 9. 6'x2"x¼' CORTEN HSS BASE BOTTOM R.AJL 10. 6'x2"x¼' COATEN HSS BASE 11. BASE CONNECTION PER STRUCTUFW. PLAINS 12. POUR-IN-PLACE CONCRETE BRIDGE WAILL NOTES: A. CONTRACTOR SHALL REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH B. REFER TO STRUCTURAIL PLANS C. CONTRACTOR SHALL PROVIDE SAIMPLES FOR AIPPROVAIL ' Bridge Railing Details, Typ. Constr. Legend Ref. lw-22 1 1 C,1---S-c-al-e=,1-11-2·-,1-·--a-,::....----;;,_;,_-------------------------------------------------------------------------------Slruct.~--Ral--.-@=.=- 12'-8' +----{ 2 f. PER CONSTRUCTION PLAN 11'-10' 10' 5' " Stamp Plan View +----1 5 Typical Bridge Section Scale: 3/411=1 1-01 Section E Bridge at Drainage Swale -Section Scale: 3/411= 11-01 May 05, 2015 -4:28PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 11 Construction Details.dwg 1. 6" x ¾" CORTEN TOP R.AJL 2. 4" x 2' x 3/ia" CORTEN HSS POST 3. FlNISH GRADE 4. CAST-IN-PLACE CONCRETE BRIDGE SUPPORT WAILL AND SLAB - REINFORCEMENT PER STRUCTURAIL PLANS 5. CAST-IN-PLACE CONCRETE BRIDGE SUPPORT WAILL BEYOND 6. ½" CHAMFERED EDGE, TYP. 7. CORTEN HSS BASE-REFER TO DETAIL C, THIS SHEET 8. BRAIDED 7 x 7 (f) STAINLESS STEEL CABLE -REFER TO DETAIL C, ll-llS SHEET 9. CONCRETE FOOTING PER STRUCTURE PLANS 10. CUSTOM STAMPED, TEXTURED INTEGRAIL COLOR CONCRETE -REFER TO MASTER CONSTRUCTION LEGEND FOR STAMP TEXTURE AND COLOR INFORMATION 11. '½s' o 'NAIL' AS PART OF STAMP TEXTURE, TYP. 12. Y,• "BUTT JOINr' 13. CURB WAILL NOTES: A. CONTRACTOR SHAILL REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH B. REFER TO STRUCTURAIL PLANS FOR FOOTING AND REINFORCEMENT Constr. Legend Ref. lw-221 Struct. Ral. r,::,,_ A ~~ 1. ST AIM PED CONCRETE WAILK-REFER TO DETAIL D, THIS SHEET 2. OONCRETE FOOTING -REFER TO STRUCTUFW. PLANS 3. CAST-IN.PLACE CONCRETE BRIDGE SUPPORT WAILL AND SLAB -REINFORCEMENT PER STRUCTURAIL 4. DOWELED EXPANSION JOINT 5. ADJACENT WAu<. PER PLANS 6. OOMPACTED SUBGRADE PER GEOTECHNICAIL REPORT 7. FINISH GRADE -REFER TO CML PLANS NOTES: A. OONTRACTOR SHAILL REFER TO OONSTRUCTION LEGEND FOR COLOR ANDRNISH B. REFER TO STRUCTURAL PLANS FOR REINFORCEMENT Const,. Legend Ref. I w-22 I 8lruct. Ral. @® / / • / > PLANTING • AREA 5 PLANTNG AREA 10" EQ. Plan View Section/ Elevation A Bridge at Drainage Swale Scale: 1/211=1'-011 / 1'-6'' Plan • Walk Adjacent 10 EQ. 8 8" EQ. 2 TURF R1'-3" B Concrete Apron at Backstop Tension Structure Post Scale: 111=11-0" 23'-3' 12'-3' "' ., 7 111 Ill 0 'LIii w a' TJl aJ 11: er: w a. ' Section A 1'-6' I NOTES: A CONTRACTOR SHAILL REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH B. CONTRACTOR SHAILL PROVDE fl/\lLING SAIMPLES FOR APPROVAIL C. REFER TO STRUCTURAL PLANS FOR FOOTING AND STEEL REINFORCEMENT PLANTING AREA 1. 6" x ¾" OORTEN TOP R.AJL 2. 4' x 2' x 3/ia' CORTEN HSS POST 3. CORTEN HSS BASE-REFER TO DETAIL C, THIS SHEET 4. CAST-IN-PLACE OONCRETE BRIDGE WAILL 5. FINISH GRADE 6. ADJACENT CONCRETE WAILK-REFER TO PLANS 7. STAIMPED CONCRETE WAILK-REFER TO DETAIL D, ll-llS SHEET 8. BR.AJDED 7 x 7 (!) STAINLESS SrEEL CABLE -REFER TO DETAIL C, THIS SHEET 9. CONCRETE FOOTING BELOW PER STRUCTURAL PLANS 10. V-OITCH -REFER TO CIVIL ENGINEERS PLANS I <i. I EQ. EQ. 10' I '/." '/." '/." '/." '/." '/." '/." '/." --✓ '" /) EQ. PER TENSION PLAINTING AREA 1'-3' 2 • < PLANTING AREA -( Constr. Legend Ref. W-'22 SlnlCt. A81. @® 1. P,LP, CONCRETE AIPRON -REFER TO CONSTRUCTION LEGEND 2. TENSION SHADE STRUCTURE POST 3. POST OONCRETE FOOTING 4. 3/s' FOAM WITH MASTIC SEALANT 5. (2) NO. 4 REBAR LOOPS 6. RNISH GRADE 7. COMPACTED SUBGRADE PER GEOTECH REPORT 8. N0.4 REBAR DOWELS, CORE DRILL FOOTING AND QUICK SET (5 LOCATIONS) 9. ADJACENT CONCRETE PAVING NOTES: A. CONTRACTOR SHIALL REFER TO TENSION SHADE STRUCTURE PLANS FOR POST AND FOOTING SIZES AND CONNECTION STRUCTURE PLANS Constr. Legend Rel. I P-19 I REC""(:, RC s···· ET '"""", I '"""' l ,. , ~; l .. ) ... , Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I 0 Sl -"' "'! 01 N "' 0 "' ~ " ~ ~ -0 u.. u.. 8 co 0 ~ 0 N ~ 8 "' ~ -0 ~ >->- -0 co ---"' "' ~ i5 i5 -!J " " " ~ -~ Sl .£ -0 N -~ &i 0 l ~ .a! ii u " ~ ., " E 0 u c .!!' ~ ., w "' 0 -a -~ ... l. !J C -w 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV ., I Construction Details rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..roiy and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elf"o/ 11'8f, nor assignee toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u '" a: e -C 0 (.) C ., 0. C!) -0 N r---N ·~ 0. <{ 1'-6" BEGINNING & EN ---- ------=------------ ------ 3'-0' lYP. 66'-0' 6'-0'' lYP. 3'-0'' lYP. ---- 1'-6' BEGINNING & EN ~~=-~~r~ ----~------~ --~ -----------~-.. ~ .,........ ----.-~ ----- --' ---. -• . ----. .-' ---- Front Elevaffon -Facing Building - T.W. /2/2/2 / / J/2 / 1'-6' BEGINNING & EN 6'-0" lYP. 3'-0" lYP. --------'.-.------, --~ _- II 1'-0' 19'-3" 1'--6" BEGINNING & EN 9 1 3 ---- 6 PER STRUCTIJRALPLANS Section 'A' -Paving Condition Section 'A' -Planffng Condition 3'-0' MIN. BUILDING FOOTING PER STRUCTIJRAL PLANS 1. 3/4'CHAMFERALLCORNERS, lYP. 2. POURED-IN-PLACE INTEGRAL COLOR OONCRETE WALL WlTH BOARD FORMED GRAN AND JOINT EXPRESSIONS 3. RNISH SURFACE 4. ADJACENT PRECAST PAVlNG -REFER TO PLANS 5. OOMPACTED SUB BASE PER GEOTECHNICAL REPORT 6. RNISH GRADE 7. CONCRETE FOOTING -REFER TO STRUCTURAL PLANS 8. OOMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. ¼"Wl□Ex¾"DEEPCONTROLJOINT -SHALL BE 6'-0' ON CENTER 10. EXPOSED SNAP TIE HOLJE -SPACE AT 3'-0' ON CENTER BEYOND REBAR -REFER TO DETAIL FOR VERTICAL LOCATIONS 11. ADJACENT BUILDING -REFER TO ARCHITECTIJRAL PLANS NOTES, A. REFER TO CONSTRUCTION PLANS FOR OOLOR AND FINISH B. REFER TO STRUCTIJRAL ENGINEERING PLANS FOR ADDmONAL INFORMATION C. CARRY BOARD FORMED EXPRESSION A MINIMUM OF 12' BELOW FINISH GRADE D. OONTRACTOR SHALL PROVIDE 3' x 6 MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT E. ALL FORM LUMBER SHALL BE SANDBLASTED TO EXPOSE AND ENHANCE THE WOOD GRAN FOR MAXIMUM TEXruRE IN CONCRETE F ENDS OF WALL SHAUL HAVE BOARD FORMED GRAN AND JOINT EXPRESSIONS A ' Architectural Blade Wall eonstr. Legend Rei. I w 1 I I .~---------------------------------------------------------------------------------------------------------------------------------------------------------------------------~-----, Scale: 3/4"=1 '-0' S1n1Ct. Raf, @ 6" PLANK 6" PLANK 6" PLANK B E 1'-6' 3'-0'' EQ. EQ. 1/1/; Front Elevation Ballfield Seatwall Scale: 3/4'=1 '-0' Overlook Trellis Seatwall E.Q. E.0. 0 0 E.0. 0 E.0. • • i 1'-8" PER STRUCTURAL 1. PRECAST CONCRETE PEDESTAL 2. BRONZE PLAQUE PROVIDED BY THE CITY OF NEWPORT BEACH -VERIFY SIZE OF PLAQUE PRIOR TO CONSTRUCTION 3. (6) N0.4 TIE REBAR CONTINUES 4. (3) N0.4 REBAR LOOPS EQUAL SAPCED 5. FINISH GRADE ------__J 9 6. OOMPACTED SUBGRADE PER GEOTECHNICAL REPORT Plan View 5 16-1/2" 0 0 ® -------t Park Plaque Pedestal 2 7. ADJACENT SIDEWALK 8. ¾' RADIUS ALL OORNERS & EDGES, TYPICAL 9. (4) 2" x¼" PINS PROVIDED WITH PLAQUE. OORE DRILL AND QUICK SET Const,. Legend Rei. I SA-1 I May 05, 2015 -4:28PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 12 Construction Details.dwg 12 10'-3" 8'-7" Plan View -NTS F • • 1/ 1/ 1/ 1/ 1/ 1/ u --------- // • • . . PER STRLJCruRAL Detail B + 12 13 T PER STRLJCruRAL 1'-6' lYP. • • "' 4 --i-----i 5 Sound Wall at Superior Avenue Scale: 1/2''=1'-0' {ij C 1 '-6'' lYP. • • 1/ 1/ 1/ 1/ //1/1/1/1/1/1/1/1/ Wall to Post Interface -NTS 3'-0' lYP. • 1'-6'' lYP. • NOTES, A. REFER TO OONSTRUCTION LEGEND FOR COLOR AND FINISH B. REFER TO ARCHITECTIJRAL AND STRUCTURAL PLANS FOR ADDmONAL INFORMATION C. CONTRACTOR SHALL PROv1DE MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT D. REMOVE WALL FORMS AT TIME OF CONSTRUCTION AND HARD TROWEL RNISH EXPOSED AAEAS TO A MINIMUM OF &' BELOW RNISH GRADE Diamond Blackout -Front Voew 2"•1'-0' 1 1/2' 2"=1'-0' - = = T=~™T1 PER -~ tT~-ITT-:5i - SlRUCTIJRAL • I 1 =I :--PER STRUCTIJRAL Detall D • ------------- 3 1. 1B' x 8' CORTEN STEEL OOLUMN -REFER TO ARCHITECTIJRAL PLANS 2. ¾1 CI-IAMFER, TYP. 3. FINISH GRADE 4. CAST-IN-PLACE CONCRETE SEATWALL 5. 2 OOATS COAL-TAR BASED WATERPROOFING-APPLY TO RETAININ PORTION OF WALL BELOW GRADE 6. OOMPACTED SUBGRADE PER GEOTECHNICAL REPORT 7. 3/a' FELT EXPANSION JOINT WITH JOINT CAP -SEAL W1TH APPROVED MASTIC SEALANT TO MATCH ADJACENT PAVlN OOLOR 8. ADJACENT CONCRETE PAVlNG -REFER PLANS 9 4" 0 PERFORATED PIPE WlTH 1 CU. FT /LINEAR FT. GRAVEL IN 140 NC Ml FILTER FABRIC-REFER TO CML PLANS FOR OONNECTION TO DRANUNE 10. ADJACENT 36" D~OOLUMN FOOTING - REFER TO ARCHITEGruRAL PLANS 11. RASED PLANTING AAEA 12. Ya' WIDE x ¾' DEEP SAWCLJT CONTROL JOINT TO A MINIMUM OF 4" BELOW F.S. 13. □LAMOND BLOCKOUT 14. ¼" FOPJV W/TEAA AWAY CAP -SEAL WlT APPROVE MASTIC SEALANT 15. SAWCLJT JOINT, lYP. 16. EXPANSION JOINT 17. OONCRETE WALL FOOTING 1. 8"x2'x1f!'WALLCAP 2. 8" x 8" x 1 &' BURNISHED 3. GROUT ALL CEULS SOLID 4. FINISH GRADE 5. CONCRETE FOOTING PER STRUGruRAL PLANS 6. 4' D~. PERFORATED PIPEWITH 12' X12" OF GRAVEL WRAPPED IN 140 NC MIRAR FILTER FABRIC -CONNECT TO ORAN LINE PER CMLS PLANS 7. 2 COATS OOAL-TAR BASED WATERPROORNG-APPLYTO RETPJNING PORTION OF WALL BELOW GRADE 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTE, A. REFER TO CONSTRUCTION LEGEND FOR COLORS AND FINISHES B. REFER TO CIVlL ENGINEERING PLANS FOR GRADING AND TOP OF WALL INFORMATION C. REFER TO STRUCTURAL PLANS FOR STEEL REINFORCEMENT AND CONCRETE FOOTING Const,. Legend Ref. I w-0 I StnlCI. ""·® C D 7 r • 6 !---➔ • 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/1/1/;1/ End Elevation &-0' ' Elevation Butterfly Garden Seatwall Scale: 1/2''=1'-0' 5 ' . Low Section 2"-0" " ., " 4l ,. " " ' Butterfly Garden Seatwall -Section Scale: 3/4"=1'-0" 2'-0'' r Section A 6'-0'' 1 '--6'' 3'-0'' Enlargement -NTS 18'-0'' &-0' ' -- ~II lYP. 5 High Section F. ALL FORM LUMBER SHALL BE SANDBLASTED TO EXPOSE AND ENHANCE THE WOOD GRAN FOR MAXIMUM TEXTURE IN CONCRETE G. ALL EXPOSED SEATWALLSURFACES SHALL HAVE BOARD FORMED EXPRESSION TO MIN OF 6" BELOW FINISH GRADE (REFER TO CIVIL GRADING PLANS) H. REFER TO STRLJCruRAL ENGINEERING PLANS FOR ADDITIONAL INFORMATION 2-0' 2 \----➔ 1'-6" f!-0' - --:: 11= 11:-11-11-11-11-_ ,,_ 2'-0' 1 11111 11111- 1 I 1_111 I__IT 1=1·-0· -1= l=sc.-I= _,,_ ---= _jj . ' ~ lYP. - 1,_ ,_ II-, 11 17 -,- 1 ' 1. SKATE STOPPER WI LOCl<JNG PIN-SPACE AT12-0' ON CENTER EXCEPT AT ENDS OF WALL 2. EXPOSED SNAP TIE HOLJE -SPACE AT 3-0' ON CENTER BEYOND REBAR -REFER TO DETAIL FOR VERTICAL LOCATIONS 3. PRECAST PAv1NG BAND -REFER TO PLANS 4. RNISH GRADE 5. OOMPACTED SUBGRADE PER GEOTECHNICAL REPORT 6. CAST-IN-PLACE INTEGRAL COLOR OONCRETE WALL 7. ¾' CI-IAMFER, lYP. 8. OONCRETE FOOTING, PER STRUGruRAL PLANS 9. 4' 0 PERFORATED PIPE W1TH 1 CU. FT./LINEAA FT. GRAVEL IN 140 NC MIRAFI RLTER FABRIC -REFER TO CIVIL PLANS FOR OONNECTION TO DRAINLINE 10. 2COATSCOAL-TARBASED WATERPROOFING-APPLY TO RETPJNING PORTION OF WALL BELOW GRADE 11. ¼"Wl□Ex¾"DEEPCONTROLJOINT -SHALL BE ± 6'-0' ON CENTER NOTES, A. REFER TO CONSTRUCTION PLANS FOR OOLOR AND FINISH B. REBAR TO RUN CONTINUOUS THROUGH JOINTS C. CARRY BOARD FORMED EXPRESSION A MINIMUM OF 6' BELOW RNISH GRADE □. ¾' CHAMFER ALL CORNERS, lYP. E. OONTRACTOR SHALL PROv1DE MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT Constr. Legend Rel. I w-2 I SlnlCt. Raf. 8 1. CAST-IN-PLACE INTEGRAL COLOR CONCRETE SEAT WAUL 2. RNISH GRADE/ FINISH SURFACE 3. Ya' WlDE x 1" DEEP SAWCUT JOINT, lYP. NOTES: A. REFER TO OONSTRUCTION LEGEND FOR OOLORAND FINISH B. OONTRACTOR SHALL PROVIDE MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT C. REMOVE FORMS AT TIME OF OONSTRUCTION AND SMOOTH TROWEL RNISH EXPOSED AREAS Constr. Legend Ref. I w-3 I Struct Ref. i@i \.!'Y 1. CAST-IN-PLACE INTEGRAL OOLOR OONCRETE SEAT WALL 2. ADJACENT GRASS PLANTING 3. ADJACENT PRECAST PAVlNG REFER TO PLANS 4. OOMPACTED SUB-BASE PER GEOTECHNICAL REPORT 5. RNISH GRADE 6. OOMPACTIED SUBGRADE PER GEOTECHNICAL REPORT NOTES, A. REFER TO CONSTRUCTION LEGEND FOR OOLOR AND FINISH B. REFER TO STRUCTIJRAL ENGINEERING PLANS FORADDmONAL INFORMATION C. OONTRACTOR SHALL PROVIDE MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT D. REMOVEFORMSATTIMEOF OONSTRUCTION AND SMOOTH TROWEL RNISH EXPOSED AREAS TO A MINIMUM OF B' BELOW RNISH GRADE Const,. Legend Ref. I W-3 I SlnlCt. ""· ® REC"'"(:, RC s···· ET '"""", I '"""' l ........ ~; l .. J ....... . Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I "' -a C 0 - u. >- By Date City Review Set 1st CoNB SubMittal JB/SH 02.21.13 JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Details rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..roiy and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gr,s oonta ned lherei1 in all fon1ats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elf"o/ 11'8f, ncrasslgnec toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u &' SUNSET RIDGE PARK SUNSET RIDGE PARK x COASTAL SAGE SCRUB DO NOT ENTERNATIVE VEGETATION HABITAT DO NOT ENTER L • "k------ "k----- • Sign Panel Anchoring -NTS 1'-6" 1'-10' ---- ----=--I =-------------------- 5'-0' Elevation - 1'-10" • • ,1, II 'I' II 0 r1, II 'I' II 2-0' lYP. • • ,1, II 'I' II 0 r1, II 'I' II 16'-0' EQ. ,1, II 'I' II 0 r1, II 'I' II 11'-10' EQ. 21 _.__-__ -__ -__ -- • • 6 ,1, II 'I' II 0 r1, II 'I' II 3'--0' lYP. • • 15 I I 'I' II 0 r1, II 'I' II 17 16 c--- 15 • 16 ~- • 1'-0'' -_-_ ----=-.--__ --_-_ - 0, OF NEWPORT BE "' fl-0' 5'-0' 7 1'-6' ~ .. .-8 11 CONTRAClDR SHAlL SUBMIT CLJT SHEETS AND SAMPLES OF GRARTTI RESISTENT P/>JNr TO SEAL OONCRETE. CrTY OF NEWPORT BEACH TO REv1EW AND APPROVE 22 Sign Penel Interface -NTS Section A 3" ., 1 '--0' 6' 2" 4 16 PER STRUCTURAL TOP OF PLANTING.--- 11 1. 20' DIA NEWPORT BEACH CITY SEAL 2. t RECESSED COPY, 'B'SKERVLUE OLD FACE' 9' FONr, P/>JNr WrTH BLACK EPOXY -REFER TO OONSTRUCTION LEGEND S. t RECESSED COPY, 'FUTURA MEDIUM' 5" FONT, PAINT WrTH BlACK EPOXY -REFER TO OONSTRUCTION LEGEND 4. PRECAST CONCRETE SIGN WALL WITH 1' x 8" SAND BLASTED GR/>JN B0/>AD FORMED EXPRESSION ON ALL SIDES -REFER lD OONSTRUCTION LEGEND 5. 3/4' CHAMFER ALL WALL CORNERS, lYP. 6. EXPOSED SNAP TIE HOLJE 7. POUR-IN-PLACE CONCRETE B'SE \lv1TH HEAW SAND BLAST FINISH TO A MIN. OF 1'-0' BELOW FG. -REFER TO CONSTRCTION UEGEND 8. ~• RADIUS ALL B'SE CORNERS, lYP. 9. SAWCLJT JOINT, TYP. 10. ADJACENT PLANTING 11. RNISH GR/>JDE 12. WATERPROORNG 13. COMPACTED SUBGR/>JDE PER GEOTECHNICAL REPORT 14. PRECAST CONCRETE SIGN PANEL INSERT WrTH LIGHT SANDBLAST FINISH 15. t DIA. THREADED INSERTS FOR ANCHORING, PROVlDED BY SIGN PANEL FABRICATIOR. SPACEAT2'0.C. 16. THREADED ANCHOR BAR, PROVlDED BY SIGN PANEL FABRICATOR 17. REBARllES 18. NO. 4 REBAR LOOPS AT 2'-0' 0 C. 19. NO. 4 REBAR CONTINUQUS 20. BOARD FORMED EXPRESSION BUTT JOINr 21. (2) NO. 4 REBAR CONTINUOUS W/ ENDS STUBBED INTO SIGN W/>JLL 6" MAX. 22. R/>JSED SIGN BORDER NOTES: A CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND MOCK-UP FOR APR OVAL BY LANDSCAFE ARCHrTECT PRIOR TO CONSTRUCllON B. CONTRACTOR SHALL REFER TO CONSTRUCTION UEGEND FOR COLOR AND FINISH C. REFER TO STRUCTURAL PLANS FOR FOOTING AND STEEL REINFORCEMENT FOR SIGN B'SE WALL D. EPOXY SET PRECAST SIGN TO B'SE E. PROVlDE MOCK-UP OF SIGN PANEL FOR APPROVAL PRIOR TO FABRICATION F. REFER TO OONSTRUCTION LEGEND FOR GRAFFrTI COAllNG rA' Monument Signage constr. Legend Ref. w-, I _ ,1---S-ca-l-e:_3/_4_'_=_1_'-rJ-,--------------------------------------------------------------------------------------------------------------------------------------------------------'-'---'---SlnlCl.=--'--RII'-'--.-@-~- D - May 05, 2015 -4:28PM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 , 13 Construction Details.dwg " ' ' ' ' -, ' ., ____ , ~ 5' ~ ' ' / <>' Plan View b :, - "' ' ' ' ,; ' ' "• 11 '-0" ; . ' ' ~-,-___ :~--,;--'.._ ' ' Post Mounted Charcoal Barbecue (Family) Scale: 3/8'=1 '-0' 8'-0' MAX. 4 lYP. 8" 3 w 1' g; ~ 1" MAX. MA)( 0 "' SKJN AT 40'-0' O.C. MAX. SIGN AT 40-0' O.C. MAX. TYP. lYP. 6 8" Habitat Exclusion Fence w/ Sign Scele: 1 1/2"·1'·0' 5 ' ' ' ' 8' A. 0 B. C. D. E. F. G, PER MANUFACTURER'S RECOMMENDAllONS Section A NOTES: OONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNER APPROVAL PRIOR TO INSTALLAllON ALL METALWORK TO RECEP/E MINIMUM 1 OOAT ZINC PRIMER AND 2 COATS P/>JNT SIGN LOCATIONS SHALL BE REVIEWED AND APPROVED BY OWNER PRIOR TO INSTALLATION ALIGN FACE OF SIGN SQU/>JRE WlTH NEAREST CONCRETE CURB OR PAVlNG EDGE \lv1HERE APPL.ICABLE ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH AND RLUSH. UV CUEAR COAT OVER ENTIRE FACE CrTY SHALL PROVIDE FINAL QUANTITY OF SIGNS REQUIRED FOR PROJECT PROVIDE SUFFICIENT CHAIN LENGTH TO ALLOW FOR fl' CHAIN DRAPE 1. GRILLBODYWITH CHAROOAL PAN -BY GAMETIME, INC. 2. POST FOR EMBEDMENT -BY GAMETIME, INC. 3. DECOMPOSED GRANrTE PAVlNG-REFER TO DET/>JLA, SHEET L1 .10 4. ADJACENT OONCRETE PAVING -REFER TO DET/>JL B, SHEET L 1.09 5. CONCRETE MOWCURB WrTH SAWCLJT JOINTS AS SHOWN, EXTEND REBAR INTO ADJACENT PAVlNG A MIN. OF 6' -REFER TO DET/>JL J, SHEET L 1 ,09 6. CONCRETE FOOllNG PER MANUFACTURER RECOMMENDATIONS 7. COMPACTED SUB-B'SE PER GEOTECHNICAL REPORT 9. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. FINISH GRADE/ FINISH SURFACE NOTES: A REFER TO MASTER OONSTRUCTION LEGEND FOR OOLORAND FINISH B. BARBECUE SHALL COMPLY WrTH ADA REQUIREMENTS C. BARBECUE INTENDED FOR FRONT ACCESS ONLY D. BARBECUE POSTS TO BE INSTALLED PRIOR TO DECOMPOSED GRANITE PAVING INSTALLATION E. LANDSCAPE ARCHITECT TO APPROVE FINAL LOCAllON PRIOR TO INST/>JLLATION Constr, Legend Ref. ISA-22I 1. NATVEVEGETATION HABrTAT SIGNAGE FOR MrTIGAllON />REAS -S0c OF SIGN SHAlL BE A NOMINAL 6" HIGH x 8' \lv1DE. THE SIGN FACE SHAlL BE )a' ALUMINUM FLAT METAL P/>JNrED WITH A UV COLOR TO MATCH FRAZEE 8796 "BLACK METAL' MATTIE RNISH. ~• HIGH SILK SCREENED LETTERS, UV OOLOR TO MATCH SHERWIN WILLIAMS SW0050 "CLASSIC LIGHT BUFP' IN />RIEL BOLD FONT. HABrTAT RESTORATION AAEA SHALL BE CUSTOM FABRICATED, SIMIL/>A TO IMAGE SHOWN 2. 1¼" SQU/>AE ALUMINUM POST -PAINrED WrTH A UV COLOR TO MATCH FRAZEE 8796N "BLACK METAL" MATTE FINISH. FWSHCAP. 3. o/,,' DIA. GALVAN0cD STEEL DECORATPIE CH/>JN W/ FD<ED CONNECTIONS -P/>JNT TO MATCH POSTS 4. ½"DIA.CHAIN HOLES -TO BE SHOP CUT 5. o/,,' DIA. GALVANIZED STEEL CHAIN EYE, P/>JNrTO MATCH POSTS-TO BE SHOP WELDED 6. CONCRETE FOOllNG. MINIMUM 2,000 PSI. SET lDP OF FOOTING 1" ABOVE FINISH GRADE, SLOPE TO DRAIN 7. FINISH GR/>JDE Constr. Legend Ref, ISA--2,1 B - 16'-0' ACCESS DRIVlE \lv1DTH b 6 Gravel Maintenance Access Road with Concrete Curb Scale: 1 1/2"-1'-0' 8' " " 1 1 1 ., 'l' 4 8' Habitat Restoration Sign Scale: 1 1/2"·1'·0' NOTES: A REFER TO CONSTRLCTION LEGEND FOR OOLOR AND FINISH B. REFER TO CONSTRLCTION PLAN FOR HEADER SPOT ELEVAllONS C. OOMPACT AGGREGATE B'SE PAVING WITH VlBRAlDRY DRUM ROLLER D. PROVIDE 1' DEEP SOORE JOINT @ 10' o.c. NOTES: A. OONTRACTOR TO SUBMrT SHOP DRAWINGS FOR OWNER APPROVAL PRIOR TO INSTALLAllON B. SIGN LOCATIONS SHALL BE REVlEWED AND APPROVED BY OWNER PRIOR lD INSTALLATION C. ALIGN FACE OF SKJN SQU/>JRE WlTH ADJACENT OONCRETE CURB OR PAVlNG EDGE \lv1HERE APPLICABLE D. WELD SKJN FACE TO POST. ALL WELDS TO BE CONrlNUOUS, GROUND SMOOTH AND FLUSH. UV CLEAR COAT OVER ENTIRE FACE E. CITY SHALL PROVIDE FINAL QUANllTY OF SIGNS REQUIRED FOR PROJECT 1. ¾" TOOLED RADIUS, TYP. 2. CONCRETE HEADER 3. (2) NO, 4 REBAR. CONT. 4. ¾" CRUSHED ROCK GRAVEL 5. COMPACTED SUB B'SE PER GEOTECHNICAL REPORT 6. COMPACTED SUB-GR/>JDE PER GEOTECHNICAL REPORT 7. RNISH GR/>JDE 6 5 Constr, Legend Rel, r-22 1. COASTALSAGESCRUBSKJNAGEFOR MITIGATION />REAS -SIZE OF SIGN SHALL BE A NOMINAL fl' HIGH x 8' \lv1DE. THE SIGN FACE SHAlL BE½" ALUMINUM FLAT METALPAINrEDWrTHAUVCOLORTO MATCH FflAZEE 8796 'BLACK METAL' MATTIE RNISH. ~• HIGH SILK SCREENED LETTERS, UV COLOR TO MATCH SHERWIN WILLIAMS SW0050 "CLASSIC LIGHT BUFP' IN />RIEL BOLD FONT. HABrTAT RESlDRATION AAEA SHALL BE CUSTOM FABRICATED, SIMIL/>A TO IMAGE SHOWN . 2. 1' SQUAREAWMINUM POST -PAINrED WITH A UV COLOR TO MATCH FRAZEE 8796N "BLACK METAL' MATTE FINISH. FWSH CAP. TOP OF POST FLUSH WrTH TOP OF SIGN. 3. CONCRETE FOOllNG. MINIMUM 2,000 PSI. SET lDP OF FOOTING 1" ABOVE FINISH GRADE, SLOPE TO DR/>JN 4. FINISH GRADE Constr. Legend Ref, sA-2s RECORD SET Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -"' ""! 01 N "' 0 "' ~ " ~ ~ -0 u... u... 8 co 0 ~ 0 N ~ 8 "' ~ -0 ~ >->- -0 co ---"' "' N 6 0- 6 c· .,-C " C "C -~ 51 ~ -?l .~ .si a V) ~ l ~ C V) " u C " ~ C E ~ C ·l w "' (!) -~ "]1 -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 1st CoNB Subr1ittal JB 03.08.13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV a. " l Construction Details 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to Ihese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, inoludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311y'Mthou1firir. cblairirg wrnen perr1i99ion P..nct con9ent 0rc11 rP1 ur813N. -m (j) 1' 0 0 m a: 0 ~ -C: 0 (.) C: ., ;;:: co -0 ('J c--' "" ·c Q_ <( l VARIES 4 5 F Turf Block Section Scale: 1'=1'-0' 1. FINISH GRADE/ ADJACENT PLANTING AREA 2. CONCRETE HEADER PER DETAJL J, SHEET L 1.09 3. ¾" CUEAN MIN. DIA AGGREGATE DEPTH PER GEOTECHNICAL REPORT 4. PLANTAJBLE BACKFIULMIX PURSUANT TO APPROVED SOILS REPORT 5. 5½" THICK GRASSCRETE WITH REINFORCEMENT 6. TURF -REFER TO PLANTING PLANS NOTES: A. CONSULT THE TECHNICAL BUULETN FOR INFORMATION ON REQUIRED REINFORCEMENT. (PER MANUFACTIJRERS RECOMMENDATIONS) B. RERER TO CIVIL ENGINEER'S PLANS FOR GRADING INFORMATION l 2 Constr. Legend Rel. I P-25 I May 05, 2015 -5:33PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sheets\CD\Construct on\L 1.14 Construction Details.dwg 10'-0'' lYP. Plan View A Perimeter Chain Link Fence (City of Newport Beach Standard) Scale: 1/211=1 1-0' 4'-6" O.C. 8'--0' o.c. 13 5' ~ 2" ~ PARK SIDE 2 BANNING RANCH SIDE 4 - - =1 U, I I 11 i' I i i =1 11 ~-11i'1 ,U I 1110 -11i'1 1--_11 =11 1 lllll r .. rrr"-1 -1111 1•11 Section -111-111L -111 Ill : 12 10'-0' J-0" DLA.J lYP. <t 4'-6' o.c. It ANCHOR SPAN POSTS BEGINNING AND END CONDITIONS INTERMEDLA.TE SPAN lYP. ( 1 EVERY 1 DO' OR CHANGE k INTERMEDIAlE UNEANCHORS 1, 1 EVERY 100 OR CHANGE 1 2 ib F.G. -r- ( B C ~~'17', !c,~,.1/: -~,k--< <t , '· \c+-c11 I , I ' I Section/ Elevation Cable Railing at Verdura Wall Scale: 1/2"=1'-0' 4'-6" o.c. <t 4'-6" o.c. INTERMEDLA.TE LINE ANCHORS k INTERMEDLA.TE LINE ANCHORS EVERY 1 DO' OR CHANGE 1 EVERY 100' OR CHANGE IN DIRECTION IN DIRECTION 10 10 r- b r--"' r- 14 Section/ Elevation -Intermediate Anchoring Retaining Wall with Cable Railing Scale: 1/211=1 1-0' <t , , REFER TO CML ENGINEER PLANS FOR PRECISE GRADING INFORMATION BACKFIUL MD< PURSUANT TO APPROVED SOILS REPORT 6' TROML MARGIN 1-1 /2" PL.ANTING TOPSOIL COVER or 4" OF D.G., SET IN (2) LIFTS. (SEE SHEET U.01 FOR LOCATION) 5½" THICKGRASSCRETE 111TH REINFORCEMENT OONSULT THE TECHNICAL BULLETIN FOR INFORMATION ON REQUIRED REINFORCEMENT. (PER MANUFACTIJRE~S RECOMMENDATIONS) STANDARD EDGE DETAJL EXPANSION JOINT AT MAX. 50 FT. CENTERS TO BE BITUMEN IMPREGNATED FIBER BOARD. ¾" CUEAN MIN. DLA.. AGGREGATE. DEPTH PER GEOTECHNICAL REPORT NOTES CROSS SECTION OF BASE 1. BOM'\NITE PER>10US CO~RETE SYSTEMS- RE-\JSABLE FORMERS 5 6 8'-0' O.C, I I I I INTERMEDLA.TE SPAN lYP. ® __ T_urf_B_lo_c_k _____________ eo_ns1r_._Leg_en_d_R_e1_. l_e-2S_I Scale: 3"=1'-0' D , ___ .~ __ F.G. I ' '',_, , , lYP. 11 12 2 >-++----<13l--------- Section / Elevation STA. Section at Line Posts ) F.G~ > ' <. 'xV yv '/(X X.A/'-)<' vyx_y_v, / /y·· '>('-·, _// '.'.X'-. / " ~ r >4 • '· '· •• • V , 18' Dl'.. , ,r lYP. .., Chain Link Gate (City of Newport Beach Standard) Scale: 1/2"=1 '-0' IN DIRECTION 1 9" MAX 5 PER STRUCTURAJL -,, '/ ,' A C , ·v / 9 IN DIRECTION 9 4'-0' MIN. cc w a_ m'i' ffil ''-·, 10'-0' lYP. ) Section A 4'-6' o.c. ANCHOR SPAN POSTS -"1-=111 I Ill 11 I I I l 17% - • ll I I " Ill I I lE LJ l a· DLA.. ,i TYP. • 3/4' b -' "' • 1% - 8'-IY'O.C. I BEGINNING AND END CONDITIONS I INTERMEDIATE SPAN lYP. 1J STA. Section/Elevation -End Anchoring 11 , 18' Dl'.. , ,r TYP. .., 14 NOTES: A REFER TO MASTER OONSTRUCTION LEGEND FOR ALL COLORS AND RNISHES. 1. 2-3/s' O.D. COMMERCIAL QUALllY GALVANIZED STEEL TERMINAL/ INTERMEDLA.TE POST B. ALL PIPE SIZES ARE NOMINAL UNLESS NOTED OTHERWISE. 2. GALVANIZED STEEL TENSION BAR 3. GALVANIZED STEEL TENSION WIRE FOR CHLA.N LINK FENCE C. INTERMEDIATE AND SLOPE POSTS SHALL BE INSTALLED AT NOT MORE THLA.N 300' INTERVALS ALONG FENCE LINE AND AT GRADE CHLA.NGES EXCEEDING 5%, ALSO APPLICABLE TO CHANNEL FENCE -SEE CllY STANDLA.RD STD-230-L-A FOR ADDITIONAL INFORMATION 4. 2" MESH, 8 GAUGE GALVANIZED FENCE FABRIC ON PARK SIDE (KN UC KUE AT TOP AND BOTTOM) WITH TIES AT 2' O.C MIN. 5. 1-%" O.D. FUUL WEIGHT GALVANIZED STEEL TOPRAIL 6. 3/8" GALVANIZED STEEL TRUSS ROD 111TH TIGHTENER AT BEGINNING OF EACH SECTION 7. TRUSS TIGHTENER 8. Y,• x 1" STEEL TENSION BAR BANDS SPACED AT 16' INTERVALS 9. 2-%" O.D. COMMERCIAL OUALllY GALVANIZED STEEL LINE POST 10. OONCRETE FOOTING AT TERMINAL/ INTERMEDIATE POST 11. OONCRETE FOOTING AT UNE POST 12. FINISH GRADE 13. BARBED \\IRE ARM 14. BA.ABED WIRE Constr. Legend Ref. lw-191 E. TIGHTEN ALL CABUES TO 280 PSI 1. 2" SQ. GALVANIZED STEEL POST 111TH Ji• FLAT CAP F APPLY ONE COAT OF PRIMER PAJNT AND "TWO COATS FINSH TO POSTS AND RAILS. REFER TO CONSTIJCTION LEGEND FOR COLOR AND FINISH 2. 2" x 2' GALVAN= STEEL BRACE IIIELDED TO STEEL POSTS 3. S-8 SWAGING STUD AND R-8-52 INVISIWARE RECEIVER SYSTEM, lYP. ) Receiver System Enlargement NTS NOTES \ I I I , 12 4. TIJRNBUCKLE A AT EACH ANCHOR SPAN B. INLINEAT ± 100'-0'O.C., lYP. (STAGGER EVENLY AS SHOWN) C. THE CABLE CONNECTION -PART II 51BTTUL14SS, PHONE: 775.885.1443 5. BRAIDED 7 x 7 (½') DLA.METER STAJNLESS STEEL CABUE-SHAUL BE CUEAR COATED FOR WEATHER PROOFING 6. ADJACENT VERDURA WALL 7. FINISH GRADE 8. 3/8" • HOLE DRIULED THRU CENTER OF POST, lYP. 9. CONCRETE FOOTING -PER STRUCTURAJL PLANS 1 D COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A ANCHOR SPAN POSTS OCCUR AT ENDS B. CABLE RAILING SYSTEMS AS MANUFACTIJRED BY UL TRLA.-TEC, OONTACT: (800)851-2961 C. DIAGONAL TENSION CABLE TO BE OFFSET FROM CENTER LINE OF CABUES BY 1' AWAYRROMWAULSIDE. D. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF FENCE LAYOUT AND POST/HARDWARE CONNECTIONS. Const,. Legend Ref. lw-1sl 8lrucl Ref.@ 1. 8' X 2' X 16'' WAI...L CAP A ANCHOR SPAN POSTS OCCUR AT ENDS 2. 8"x8"x16''CMU 3. GROUT ALL CEULS SOLJD B. CABUE RAILING SYSTEMS AS MANUFACTURED BY ULTRA-TEC. CONTACT: (800)851-2961 4. FINISH GRADE 5. CONCRETE FOOTING PER STRUCTIJRAL PLANS C. DLA.GONAL TENSION CABUE TO BE OFFSET RROM CENTER LINE OF CABUES BY Ji" ON STREET SIDE 6. 4" Dl'.. PERFORATED SUB DRAIN PIPE PER CML PLANS 7. 2 COATS COAL-TAR BASED WATERPROOFING-APPLY TO RETAJNING PORTION OF WALL BELOW GRADE D. CONTRACTORTOSUPPLYSHOP DRAWlNGS OF FENCE LAYOUT AND POST/HARDWARE CONNECTIONS. 8. 2" SQ, GALVANIZED STEEL POST 111TH ½" FLAT CAP E. TIGHTEN ALL CABLES TO 280 PSI F. APPLYONECOATOFPRIMERPAJNT 9. 2" x2' GALVANIZED STEEL BRACE WELDED TO STEEL POSTS AND TWO COATS FINISH TO POSTS AND RAILS. REFER TO CONSTIJCllON 10. LEGEND FOR COLOR AND RNISH S-8 SWLA.GING STUD AND R-8-52 INVISMIARE RECEIVER SYSTEM, lYP. G. JAKOB, INC. CONTACT: ALEX STAJKJDIS (561)330-8502 Receiver System Enlargement NTS ,', I I I 11 . TIJRNBUCKUE A AT EACH ANCHOR SPAN B. INLINEAT :t 100'-0"O.C., TYP. (STAGGER EVENLY AS SHOWN) C. THE CABLE OONNECTION-PAJRT II 516TTLL14SS, PHONE: 775.885.1443 12. BRAIDED 7 x 7 (½") DLA.METER STAJNLESS STEEL CABUE-SHAUL BE CUEAR COATED FOR WEATHER PROOFING 13. 3/8" • HOLE DRILLED THAU CENTER OF POST, lYP. 14. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 15. ADJACENT CONCRETE WALK -RERER TO CONSTRUCTION PLANS Constr. Legend Ref. lw-,3 1 8lnlCt. Ral,@ 1. 2 ¼'DIA.GALVANIZED STEEL POST 2. GALVANIZED STEEL TENSION BAR 3. 3/8" GALVANIZED STEEL TRUSS ROD AND TIGHTENER 4. 2" MESH, 8 GAUGE GALVANIZED FENCE FABRIC ON PARK SIDE (KNUCKUE AT TOP AND BOTTOM) WITH TIESAT2' O.C MIN. 5. 1½' Dl'.. GALVANIZED STEEL GATE FRAME 6. HEAVY DUlY GATE HINGE 7. 5"x5'CUTOUTFORGA1ELOCK AND CHLA.N 8. Y,• x 1" STEEL TENSION BAR BANDS SPACED AT 16' INTERVALS 9. CONCRETE FOOTNG 1 0. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 11 . GRAVEL MAJNTENANCE AOCESS ROAD 12. CONCRETE CURB 13 PERIMETER CHLA.N LINK RENCE 14, BA.ABED WIRE ARM 15 FINISH GRADE 16. BARBED \\IRE NOTES: A. RERER TO UEGEND FOR lYPE. FINISH AND COLOR B. RERER TO CllY STANDARD STD-230-L-B FOR ADDITIONAL GATE INFORMATION C. CONTRACTOR TO PROV DE SHOP DRAWINGS FOR APPROVAL BY LANSCAPE AJRCHrTECT AND OWNER PRIOR TO FABRICATION Constr. Legend Ref. I w-11 I F11.ECtOf:itD :SET Sunset Ridge Park 4850 West Coast Hwy Newpcirt 13each, ICA The City Of Newport Beach z CJ Cf) w 0 t-- D.. w Consultant g) C ·-C C D -0. - C g) ·-UI CP "'D C D .a .. :::, - CP .. :::, .. "" CP .. ·-.c "" .. D CP 0. D "" UI "'D C D - 0 " -... .,., "' "I N ~ N 0 .,., ~ "' ... N "' "' "-"- ~ 00 0 0 N .-; N 0 "' .,., " ~ '0 o! N "' f-f- -0 00 ---"' "' N () "' () c· m' C m C " .E ~ .l: -~ -~ .Iii ~ V, Cl 1 ~ J!1 C V, m u C m ~ C (!) .E -~ C -w N ~ 00 "' Revisions By Date Cily Revi8VI/ Sel JS/SH 02.21.13 1st Co NB Submittal JB 03,08,13 2nd CoN:3 Sutirnillal JS/SH 05.24.13 Revision Submittal JB/LS 07,19,13 3rd CoN~ SLblTlillal JS/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV E ~ C ·i "l2 Cl. m i Construction Details Tl1860dr31"n~cl ~·e 11slrurr,..1ls d SBM~a. B'"DESIGN s·><JI ra.l!lri al copy·1ghts, sratl.tor-·ard comrror law n~ht w1lh rngaro -:oth6se drAWirgs~'U tie cP.si171s contF.inOO them,n i'1 al uma~, inclJr.inJ µ1r1i..~ ~"~ c.l1g1!L!!d. n,.,,,,., ,h,w11gs ar~ m;l .u ~B all .. !KI '" a·iy \'!fl{, rn• ass ~,ed to a th ro party witrout lrst ottail1n;; wn~en pi·missirr ano consent-from EPTDESICN. 0 U) 1J 0 (J 0 a: e -C a (.) C "' 0. co -D N r---N ·a <( L F G - <t 1'-6' • CJ EQ. EQ. Concrete Steps with Cheekwall -Grand Stairway Scale: 3/81= 11-011 Top ~ 3 Landing 1'-6" 6" 7'-10" 13 ., 2, • l ,~11_~11~,¥1:\;l~ll~~:1=r=-~ ~t,~=~~,---•Fl 2 ~Ill 1 .......... • 1 '-;;,=-i==-.... ~ ---'1.---f--c--,c--"~." 11 I 111 ' ' -'_.· l~_jj;g..Jill I 1-I ~ II II I II ,_ 1-11- 1-111- 11= 1=11= I-•= I Ill I Ill _ ,_ ,,_ -11-1- •-11-1 Grand Stairway Interface Scale: 3/4'=1'-0" --------0 4' 8' 5 ---7 "<.-+------77 II Ill I =111=11 =11 "l.c--L-4~,._=.;:::..--1 _ ii I ,, 11 ;;;L11ll111ll11ll1;-" Section @ Landing -1 O" Minimum Wall Height g ., _, "" b i:,' ., "' Section @ Landing -48" Maximum Wall Height 4" ~I: I '.'111~11 II II II ""---;,---G8~G 8--11- : _]_Ill I ;;;ll;;-ll;;;ll;;-ll- 1 --=11 lie -,-111 w::- 1-1 ,, • • • 3" MIN. S-0' MAX. EO. EO. 5 ,.._---110 Section @ Stairs • -10" Minimum Wall Height g ., _, "" b i:,' ., "' Section @ Stairs -48" Maximum Wall Height NOTES: A. CON1RACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND RNISH B. REFER TO CIVIL PLANS FOR DR<\INAGE INFORMATION C. REFER TO STRUCTUR<\L PLANS FOR STEEL REINFORCEMENT D. INTERMEDIATE HIANDRIAL POSTS SHALL BE USED WHERE INDICATED FOR ALL STEPS WrTH FOUR (4) OR MORE TREADS . SUBMrr SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION E. INTERMEDIATE POSTS SHALL BE CORED INTO ADJACENT CHEEK WALL AND SET 1'11TH EPOXY RESIN EQ. EQ. 9 4" 8' 4' 1. HIANDR<\IL-RERER TO DETAIL C. THIS SHEET 2. ADJACENTPAVING -REFERTO CONCTRUCTION PLAN 3. DOWELED EXPANSION JOINT -RERER TO DETflJL G THIS SHEET. 4. 1-1/2' SQ. STEEL POST -LOCATED EVERY 5'MAX 5. CAST-IN-PLACE CONCRErE CHEEK WALL -REFER TO DETflJL H, THIS SHEET -TO CONTINUE TO NEXT FLIGHT OF STflJRS, ENDING AT BA'3E OF GRAND STflJR 6. POUR IN PLACE CONCRETE STEPS 7. COMPACTED SUBGRADE PER GEQTECHNICAL REPORT 8. ¾" SQ. SOLID POST EXTENSION -WELD TO TOP 1 ¼" SQ. STEEL POST 9. STEPUGHT; ALIGN WrTH BREM IN CHEEKWALL -REFER TO ELECTRICAL PLANS 12 Intermediate Landing at V-Dltch Crossing Constr. Legend Ref. w 12 8lnlct. Ral. @ 11-e• 8 1 '-6'' 12' 10" 1. STANDARD HIANDRflJL-RERER TO DETAIL C, THIS SHEET 2. CAST-IN-PLACE CONCRETE CHEEK WALL 3, CONCRETE STEP-REFER TO DETflJL G, THIS SHEET 4, DOWEL -PER STRUCTUR<\L PLANS 5. ADJACENT PAv1NG WrTH THICKENED EDGE -REFER TO CONSTRUCTION PLAN 6. ½" RADIUS ON ALL EXPOSED EDGES, lYP. 7. FINISH GR<\DE 8. COMPACTED SUBGR<\DE PER GEOTECHNICAL REPORT 9. RECESSED LIGHT FDCTlJRE -PER ELECTRICAL PLANS NOTES: A. CONTR<\CTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH B. RERER TO CIIVIL PLANS FOR DRflJNAGE INFORMATION C. CHEEKWALL FORMS SHALL BE REMOVED AT TIME OF FORMING AND FINISH TO A HARD TROl'l1EL FINISH H ' Cast-in-Place Concrete Cheekwall constr. Legend Ref. I -~--S-cal-e:_3_M_'_=_1_ca-,------------------------------------------------'-'--'--=--'----'---- , 8lnlct. Ral. @ W-1'? May 05, 2015 -4:29PM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 , 15 Construction Details.dwg • 1/4' Section A -NTS - 1/4' 11 5/lS' 1 1/2" + 3' ,1 ", 2% MIN. ~ J{ 11,-'1 -- 5 1/2" BATTER lYP. 6' , ''"· , 0-------"' -~ r-. , f- .. •.· ~ -. •. 9 o.; ,._ ~ "' Jµ ~ EQ. ,, ., 1" 3' I.I - lYP. ., Plan View PEA PLAN I EQ. <t EQ. I t I I ,,. , ,. , \ I \ \ \ \\-JI \~ I I 3 8 I 9 , / I K~1r--0 ,== 11-~ EQ. 11 .\ 1. RECESSED INSET 2. CONCRETE STAIR, RERER TO DETflJL D THIS SHEET 3. ½" DEEP GROOVED WARNING STRIP -SHAUL HAVE COLOR CONTR<\STNG STRIP PER CONSTRUCTION LEGEND 4. NO. 4 NOSE BAR, HORIZONTAL AND CONTINUOUS -2' MIN. CUEAR (lYP.) 5. ½" TOOLED RADIUS 6. ADJACENT PLANTING' TURF AREA -GRADE FROM BACK OF STEP TO BACK OF STEP BELOW 7. ADJACENT PRECAST PAIVING-RERER TO DETAIL 0, SHEET L 1.09, DETflJL ETHIS SHEET 8. STflJR HIANDR<\IL-RERER TO DETAIL C, THIS SHEET NOTES: A. CONTRACTOR SHALL RERER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH 8, REFER TO CIVIL PLANS FOR DRIANAGE INFORMATION A ' Concrete Steps at Backstop constr. Legend Ref. w 10 I ,~---------------------------------------------------------------------------------------------"-----Scale: 1/2'=1'-0" .,__ l"li'I ......... Ral,<i!v 6' Tread Enlargement -NTS Bottom Landing 6" 1. HANDRIAL-REFERTO DETflJL C, THIS SHEET 2. ADJACENT PAIVING -REFER TO CONCTRUCTION PLAN 3. DOWELED EXPANSION JOINT -REFER TO TREAD ENLARGEMENT AND DETflJL F SHEET L1.09 4. 1-1 /2' SQ. STEEL INTERMEDIATE POST 5. CAST-IN-PLACE CONCRETE CHEEK WALL -RERERTO SRUCTUR<\L PLANS AND DETflJL H, THIS SHEET 6. CONCRETE STEPS 7. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 8, #4 NOSE BAR, HORIZONTAL AND CONTINUOUS, 2" MIN. CUEAR. 9. REBAR PEA STRUCTUR<\L PLANS 10. 1' BATTER, lYPICALEACH RISER 11. TOOLEDTACTILESTRIP. STflJN2' 1'11DE STRIP 1'11TH QC PATINA STflJN 12, ¾" SQ, SOLID POST EXTENSION -WEUD TO TOP 1 Y1 SQ. STEEL POST 13. STEPLIGHT PER ELECTRICAL PLANS NOTES: A. CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH B. RERER TO CML PLANS FOR DRIANAGE INFORMATION C. INTERMEDIATE HANDRIAL POSTS SHALL BE USED ADJACENT TO TREAD AT CENTER OF HIANDRIAL SPAN, OR WHERE INDICATED, FOR ALL STEPS WrTH FOUR (4) OR MORE TREADS. SUBMrr SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION D. INTERMEDIATE POSTS SHALL BE CORED INTO ADJACENT CHEEK WALL AND SET WrTH EPOXY RESIN Constr, Legend Ref. I w-12 I 8lnlct. FIii. @ 3'' 5' 1'-0' 1'-0' 2" " ,l 1•-0· ,l 1YP Plan View B Ballfield Stairway -Stair Tread and Riser Scale: 1/211=1 1-011 ~· ~ 1 . ADJACENT PRECAST PAVING -REFER TO PLANS 2. PAVER SAND BA'3E 3. COMPACTED SUB-BA'3E PER GEOTECHNICAL REPORT 4. COMPACTED SUBGR<\DE PER GEOTECHNICAL REPORT 5. CONCRETE STflJRS -REFER TO CONSTRUCTION LEGEND AND PLAN 6. RECESSED INSET 7. SOLID STEEL STOCK HANDR<\IL-REFER TO DETAIL C, THIS SHEET 8. TUBULAR STEEL POST -RERER TO DETflJL C, THIS SHEET 9. FINISH GRADE LINE 1 O. ¼' SQX1 ½" SQ SOLID STUCK BAR WELDED TO RIALAT 4' O,C, NOTES: A CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND RNISH B. REFER TO STRUCTUR<\L PLANS FOR STEEL REINFORCEMENT • 1 1/2" 3' 1' 1/4" SecHon A -NTS 5 2 3 Oblique View -NTS BASEENLARGEMENT-NTS D Concrete Stairs and Handrail Scale: 3/4'=1'-0' 1 10 6' ~ TTT-7jj 11 ·, 11 • 1 I ,I I I 1 .. .~I . I I , 11 -~ 0 I I -II I I I - IJ I I Ill -I I ~II -•I I. ,-111~9 -1 u • II= ,._ ___ L-"l,i''-==='IIIIII II 3 l -Ill= llr lll- 1,--0■ 11-~ , DIA Concrete Paving Interface - 4 6' lYP. a -. -- ' I I ' • I I r • I I -I I ., ( I I I I I : I I I I I I I • u ,r DIA. Concrete Pavers Interface Con11ruc11on Legend 1181. I w 1, I 8lnlct. Ral. @ 1. STEEL POST -REFER TO DETAIL C, THIS SHEET 2. ADJACENT CONCRETE PAIVING 1'11TH THICKENED EDGE 3. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 4. PRECAST CONCRETE PAVER 5. OOWELED EXPANSION JOINT'MTH APPROVED MASTIC SEALANT -REFER TO DETAIL 6, CONCRETE STflJR 7. NO. 4 NOSE REBAR 8, REBAR PER STRUCTUR<\L PLANS 9. CONCRETE POST FOOTING 10, COMPACTED SUB BASE PER GEOTECHNICAL REPORT 11. MORTARBED 12. PAVER SAND BASE NOTES: A. CONTR<\CTOR SHALL RERER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH E ' Concrete Stair at Paving Interface constr. Legend Ref. Iw-10I w-1, I _ ,~--s-c_al_e,-1-,-=-1'--0'-------------------------------------------------'-'--'--"""--'--Slnlct.--'---11111-. -@-".- 3' 5 ,-1= I_ ,_,,,_ ' I EQ EQ 1'-0"DIA Stair and Ramp Handrail Scale: 1"=11-01 7' 3'' 1, RECESSED INSET 2. CONCRETE STAIR -REFER TO DETAIL D THIS SHEET CONSTRUCTION LEGEND AND PLANS 3. ½" DEEP GROOVED WARNING STRIP -SHAUL HAVE COLOR CONTR<\STNG STRIP PER CONSTRUCTION LEGEND 4. NO. 4 NOSE BAR, HORIZONTAL AND CONTINUOUS -2" MIN. CUEAR (lYP.) 5. ½" TOOLED R<\DIUS 6. ADJACENT PLANTING' TURF AREA -GRADE FROM BACK OF STEP TO BACK OF STEP BELOW 7. ADJACENT PAv1NG -REFER TO CONSTRUCTION PLANS 8. STflJR HIANDR<\IL-REFER TO DETAIL C, THIS SHEET 9. EXPANSION JOINT NOTES: A. CONTRACTOR SHAUL REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH 8. REFER TO CIVIL PLANS FOR DRIANAGE INFORMATION C. REFER TO STRUCTUR<\L PLANS FOR STEEL REINFORCEMENT D. COLOR CONTRASTING PflJNT SHALL BE APPLIED WITHIN 3' STRIP -GROOVES INCWDED E. REMOVE SIDE FORM ATTIME OF CONSTRUCTION TO HARD TROWEL FINISH TO A MIN. OF e• BELOW RNISH GRADE Constr, Legend Ref. w-17 Sina FIii,@ 1, 1 ½" x½" SOLID STOCK HIAND RIAL 2. ¾"SQ.SOLID POST EXTENSION -WEUD TO TOP OF W' SQUARE STEEL POST 3. 1~' SQUARE TUBULAR STEEL POST -SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATKJN 4. CUSTOM BA'3E 5 ADJACENT PAVING -REFER TO PLANS 6. PAVER SAND BA'3E 7. COMPACTED SUB-BA'3E PER GEOTECHNICAL REPORT 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. CONCRETE FOOTING 10. )I' SQ X 1 ½' SQ SOLID STOCK STEEL BARWEUDEDTO RIALAT 4' O.C. NOTES: A ALL WELDS SHALL BE¼' FILLET WELDS - GRIND ALL WELDS SMOOTH B. REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND RNISH C. CONTR<\CTOR SHALL SUBMIT SHOP DR<\1'11NGS FOR APPROVAL BY LANDSCAPE ARCHrTECT PRIOR TO FABRICATION D. CONTR<\CTOR TO PROVIDE MOCl'<-UP FOR APPROVAL BY THE LANDSCAPE ARCHITECT ~---,10 6 9 Constr, Legend Ref, I w-s I W<J RECORD SET Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -"' "! 01 N "' 0 "' ~ " ~ ~ -0 u.. u.. 8 co 0 ~ 0 N ~ 8 "' ~ -0 ~ >-->-- -0 co ---"' "' N 6 0- 6 c' .,-" " " ""' -~ 51 ~ -?l -~ .si a V) ~ l ~ " V) " u " " ~ " E ~ " ·l w "' (!) -~ "]1 -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 1st CoNB Subr1ittal JB 03.08.13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJlS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV a. " l Construction Details 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stallory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrtten perr1i9sion PM consent 0rc11 rP1 ur813N. -m (j) 1' 0 0 m a: 0 ~ -C: 0 (,) C: ., ;;:: co -0 ('J c-' "" ·c Q_ <( T T T T R L 9 5 iii Section/Elevation - 8'-0' lYP. 1. 20' HIGH, 8.628' DIA. 0.0. VINYL COA1ID GN._VANIZED STEEL POST WITH CAP 2. 2' DIA. 0.0. VINYLCCLATED GN._VANIZED S'TEEL RAIL. TOP, MIDDLE AND BOTTOM 3. W HIGH, 2-¼" DIA. 0.0. VINYL CCLATED GN._VANIZED STEEL POST WITH CAP 4. 2' MESH, NO. 9 GAUGE BLACK VINYL CCLATED FABRIC FENCE TIES AT 2 O.C MIN. 5. 3/4" x 1/4' STRETCHER El'\R WITH 3/4' x 1/8' BANDSAT12"0.C. MAX. AT END AND CORNER POSTS (BOTH DIRECTIONS) 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 7. CONCRETE FOOTING -REFER TO STRUCTURAL PLANS 8. CONCRETE HEADER AT POSTS -REFER TO DETAIL D, SHEET L 1.17 9. MESH NETTNG -REFER TO DETftJLA. THIS SHEET 10. ½" GftJLVANIZED ftJR CRAFT CABLE CCLATED CUEAR 11. GftJLVANIZED¼'W1DEFLANGEW1TH½" DIA. -PROVIDE CONTINUOUS WELD AT TOP OF POST NOTES: A ftJLL PIPE SIZES AAE NOMINftJL UNLESS NOTED OTHERWISE B. FOR POST FOOTINGS REFER TO STRUCTURAL PLANS C. ftJLL POST CAPS AAE TO BE SECURE DRIVE FIT TO POST WITH¼' ROUND HEAD ANET 2' _£ ----'Jc _l lll , l~~I" I ,111,,~ 1:::_11~ .., STRUCTURAL.. 8 Reference Photo ~ MAX. / / / Enlargement A -NTS Plan View Section A -NTS Section B -NTS 3/8" (>}.'-'1--,!;:='-a,,"='l,,,;;=i~ - 4' Section C -NTS 4 11 A 6 1. 2' DIA. 0.0. VINYL CCLATED GftJLVANIZED S'TEEL RAIL. TOP, MIDDLE AND BOTTOM 2. MESH NETT NG -REFER TO DETftJL A, TH~SHEET 3. VINYLCOATEDCHIAN LINK FENCE -REFER TO DETAIL D. THIS SHEET 4. 10' HIGH, 2 ¼" DIA. 0.0. VINYL COATED GftJLVANIZED STEEL POST W1TH CAP 5. 3/4"x 1/4' STRETCHER El'\R W1TH 3/4' x 1/4' BA.NDSAT12"0.C. MI\X. lYP. AT END AND CORNER POSTS (BOTH DIRECTIONS) 6. (2)½' DIA. CAARIAGE BOLTSWrTH FLAT WASHER SECURING HOPE WMBER TO RftJLS AND POSTS 7. 2'x 12" HOPE HORIZONTAL BACKBOARD BY TANGENT TECHNOLOGIES' OR EQUAL. ROUTE ftJLL EXPOSED ENDS SMOOTH (Ti'P) wrrH 3/,,· QUARTER ROUND ROUTER Brr. OONTACT DANIEL VELAZQUEZ@ 630.264.1110. 8. 20' HIGH. 12.75" DIA. O.D. VINYL CCLATED GftJLVANIZED STEEL POLE WITH CAP 9. 31x61 x¼'VINYLCOATEDGi;LVANIZED STEEL ANGLE PLATE WELDED TO POST W/ UENGTH FWSH W/ EDGES OF TOP AND BOTTOM PLANKS 10. N0.9GAUGEBLACKVINYLCOATED FENCE FABRIC WITH TIES AT 2'-()' O.C. MAXIMUM 11. ELECTRICAL CONTROL BOX -REFER TO ELECTRICAL PLANS NOTES: A ftJLL PIPE SIZES ARE NOMINftJL UNLESS OTHERWISE NOTED B. SUBMIT COMPLETE SHOP DRAWINGS FOR ftJPPROVAL PRIOR TO FABRICATION C. FOR POST FOOTINGS REFER TO STRUCTURAL PLANS D. ftJLL POST CAPS AAE TO BE SECURE DRIVE FIT TO POST WITH¼" ROUND HEAD RI/ET 7 17 19 Typical Dugout Enlargement Scale: 11e· = 1'-0" 19 24'-0' "',"' " ' ' • <> k.-~ ', ·, ' . 'I ~, •""' 19 I 9'-8' 11 NOTES A REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH B. PROV DE BLACK WIND SCREEN FABRIC ON BACK AND SIDES OF DUGOUTS. SUBMIT SAMPLE FOR ftJPPROVftJL C. ftJLL POST CAPS ARE TO BE SECURE DRIIE Fri TO POST W1TH ¼' ROUND HEAD ANET ' I 32-0' 1. BCLARD AND BACKSTOP W/ 1 O' HIGH. 2J/a11 O.D. VINYL CAOTED GALVANIZED STEEL POST -REFER TO DETAIL C, THIS SHEET 2. BLEACHER SEATING-REFER TO DETftJL A,SHEETL1.17 3. BALUFIELD TENSILE SHADE STRUCTURE -REFER TO SHIADE STRUCTURE PLANS 4. 10' HIGH, 2-¾/' 0.D. VINYL CAOTED GftJLVANIZED STEEL POSTWITH CAP -REFER TO DETftJL C, THIS SHEET 5. K36T-1 ¾' MESH NETTING OR EQUAL. FASTEN SCREEN r.vTH #fJ GftJLV RINGS @ 18' O.C. AVftJLABUE FROM WEST OOAST NETTING AT 928.692.1144. 6. ½" DIA. GALVANIZED AIR CRI\FT CABLE COATED CLEAR 7. CHAIN LINK GATE -REFER ID DETftJL D, SHEETL1.18 8. BACKSTOP, 25' HIGH, 12.75" DIA. O.D. VINYL COATED GALVANIZED STEEL POST -REFER TO DETftJL C, THIS SHEET 9. VINYL COATED CHIAN LINK FENCE -REFER TO DETftJL D, THIS SHEET 10. DUGOUT SEATING-REFER TO DETftJLA, SHEETL1.17 11. 20' HIGH, 8.625" DIA. O.D. \1NYL COATED GftJLVANIZED STEEL POST -REFER TO DETAIL C, THIS SHEET 12. PRECAST PEDESTRIAN PAVING -REFER TO DETftJL 0, SHEET L1 .00 13. CONCRETE PA\1NG -REFER TO DETftJL A, SHEET L1.09 14. SAWCUT JOINT -REFER TO DETftJL I, SHEET L1.09 15. WASTE RECEPTACLE -REFER TO DETftJL F,SHEETL1.10 16. BASEBAlL BAT RACK-REFER TO DETftJL G, SHEETL1.17 17. BALUFIELD SEATWftJLL-REFER TO DETftJL B, SHEETL1.12 18. UGHrr BOLLARD WrrH PULL BOX-REFER TO ELEClRICftJL PLANS 19. TENSION STRUCTURE POST AND CONCRETE BASE SEE DETAIL B SHEET L1 .11 20. SEEDED CONCRETE PAVING -REFER TO DETAIL B, SHEET L 1.09 21. 1THIGH, 10'DlltOD\1NYLCCLATED GftJLVANIZED STEEL POST 22. 20' HIGH, 12.75' DIA OD VINYL COATED GftJLVANIZED STEEL POST 23. 4'x3'SC. DECOMPOSEDGRANITEAT GATE, REFER TO DETftJLX SHEET L1 .XX ctt 5'-8' 8'-0' 8' lYP. 4'--8' r ' Ballfield/Dugout Fencing at End Post constr. Lgd. Ref. lw-1s w-1s I D _1--------------------------=-------, Scale: 3/8'=1 '-0' S1n1C1. RIii. @ C Baseball Backstop Const,. Legend Ref. 1w-161 lf-----------------------------------'----'-=--'---'-- Scale: 3/8"=1'-0' S1n1C1. RIii.@ ~ A Baseball Field Enlargement constr. Legend Ref. lw-1s lw-1s ',1-------------------------------------------------------------------------------------------------------------------------'"--------------=-Scale: 111 = 16'-0" SINct. Ref /E'\ -~ -~ - Reference Photo (Marine~• Park -City of Newport Beach CURVED BACKSTOP ELEVATION NORTH FENCEUNE EUEVATION PER PLAN PER PLAN 4 m ~ t--=:::! LI '-----:, _ '~ LJ µ _ -H ~ H ff" ++ -il H ll-----' LJ '--t 1 ·;;. ; ~~ ++ I rn-++-=--=-~ Jtr +tr rt ttt -++ --1, I ~~ t-+ -·~ H --1-1-t m1=1=!Lr-:TT m I C15 4 m I I ! H +=-~-++ ·--==---±i-_ ±:Ht II T ' H -H-~ ~~ 1 -iTnw'mf n~~ 8'--0' B'-0' 4'-0" n 4'-0' 8'-0' J ~~ lYP, tt TT 8 10 1111,--±!----+I tj i+ tel 4' - 36'--0" DlXlOUT AAEA I 8'-0' TT TI!IT u NOTES: A. ftJLL PIPE SIZES AAE NOMINAL UNLESS OTHERWISE NOTED 8. SUBMIT COMPLETE SHOP DRAWINGS FOR ftJPPROVAL PRIOR TO FABRICATION C. PROV DE BLACK WIND SCREEN FABRIC ON BACK AND SIDES OF DUGOUTS. SUBMIT SAM PUE FOR APPROVftJL D. FOR POST FOOTINGS REFER TO SHEET L1.17 E. ftJLL POSTS AND FENCE CONNECTIONS SHftJLL BE PftJNTED BLACK TO MATCH BLACK \1NYL COATED FENCE FABRIC F. ftJLL POST CAPS ARE TO BE SECURE DRIVE Fir TO POST W1TH ¼" ROUND HEAD RMcT I 8'-0' 4'-0' td C 1. POST CAP -VINYL COATED GftJLVANIZED, lYP. 2. 25' HIGH, 12.75" DIA. O.D. VINYL COATED GftJLVANIZED STEEL POST 3. MESH NETTING -REFER TO DETAIL A, THIS SHEET 4. Y,• DA GftJLVANIZED AIR CRAFT CABLE COATED CLEAR 5. \1NYLCCLATED CHIAN LINK GATE-REFER TO DETAILC, SHEET L 1.17 6. \1NYL CCLATED CHIAN LINK FENCE -REFER TO DETftJL D, THIS SHEET 7. FASTEN NETTNG TO CHAIN LINK FENCE RftJL W/ #9 GftJLVANIZED RINGS AT 18' o.c. 8. 10' HIGH, 2-¼" DIA. O.D. VINYL COATED GftJLVANIZED STEEL POST -REFER TO DETftJL D, THIS SHEET 9. 20' HIGH, 12.75" DIA. O.D. VINYL COATED GftJLVANIZED STEEL POST -REFER TO DETftJL C, THIS SHEET 10. 2' DIA. O.D. VINYL COATED GftJLVANIZED STEEL RftJL. TOP, MIDDUE AND BOTTOM 11 GN._VANIZED¼'WIDEFLANGEW1THY,• DIA. -PROVIDE CONTINUOUS W1ELD AT TOP OF POST 12. 20' HIGH, 8.625" DIA. O.D. VINYL COATED GN._VANIZED S'TEEL POST -REFER TO DETftJL D, THIS SHEET 13. CHIAN LINK GATE-REFER ID DETAIL C, SHEETL1.17 14. 17' HK3H 10' DIA. ODVINYLCCLATED GN._VANIZED STEEL POST. 15, TENSION SAIL, SEE TENSION SAIL PLANS B ' North Fenceline Elevation Constr. Legend Ref. w-" 1_ _1-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------=------. , scale: 1/4'=1 '-0' SlnlCt. Raf, @ May 05, 2015 -4:30PM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 , 16 Construction Details.dwg RECORD SET Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C .,., ·-"! 01 C N .,., 0 "' C ~ " ~ 0 ~ CJ -'() a. u... u... - C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI .,., Cf) -a ~ '() ~ C >->- 0 w .a .. -0 :::, co ---"' "' -N 6 0,, GI 6 0 c' .. .,-" :::, " " " .. -~ 51 "' ~ GI .. 1--·-.c -"' ?l .. -~ .si 0 a V) D. GI ~ l a. ~ " V) " 0 u " "' " ~ " E ~ " ·l "' (!) -~ "]1 w -a '" C .B -0 N ~ co -0,, co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJlS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV a. " l Construction Details 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all remn all copyrights, stallOIY arid corrmon law rght with regard to Ihese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, inoludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>llly'Mthoutfirir. cb1a1r1rg wrnen perr1I9sIon PM con9ent -rc11 rPI ur8I3N. -m (j) 1' 0 0 m a: 0 ~ -C: 0 (.) C: ., ;;:: co -0 ('J c--· "" ·c Q_ <( G A , - - - - - --.,--,----,.-.... -.. -7 I • . • -. ., :: -: :. 1.- -C 1;;· ' .~- I J .J I -•;--I • -. I • •• • . -I Pl:mting Are,, > ,· ---' , ' I ' ·····--~1,-J,!,-f • •• ·•·-l . I -,I'. ·• ·1 -· Hr---1f,=,!H"='G''l;rl ' I I I . I I I I I I I I ,, • Ii ·•. • . . ·. I: -.. ~ -,·_( A' I I•: ,. ,_;o 1 ••• .. I l ·1 • . f -~ '· -- '-~ ' -\ ' --., ' I . -,,-,, . : . ·, I I I I I -. ,'.-. , --' IC, , I / ;- ' .,-\ ,-. -, -·-- L _ - - - - - - - - -----:c.J 'i Picnic Area Tension Structure Post Base (In Planting Area) Scale: 1/2'=1 '-0' May 05, 2015 -4:30PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 17 Construction Details.dwg 11 --, •::-11c CIIC CIIC ',:I Cl Cl Cl 1::-1 PER I Ill ' • TENSION S1RUCTURAL End Post: Section A -Front View • • TENSION SfRUCTURAL Center Post: Section B -Front View TENSION S1RUCTURAL End Post: Section C -Front View 4 5" Section A SQ. 1. ADJACENT CONCRETE PAl/1NG -REFER TO CONSfRUCTION PLANS 2. INTEGRAL COLOR CONCRETE B'\SE AT POSfS WlTH TOP CAsr N0.3 FINISH 3. 8" x 8' SQ. CORTEN POST -REFER TO CONSTRUCTION LEGEND 4. NO. 4 REBAR. CONTINUOUS LOOPS 5. DEEP SCORE JOINT 6. EXPANSION JOINT AT VERTICAL SURFACE. ¾' FOAM WITH MASTIC SEALANT 7. COMPACTED SUB BASE PER GEOTECHNICAL REPORT 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. STEELANCHORPLATEBOLTEDTO CONCRETE FOOTING -REFER TO TENSION SfRUCTURE PLANS 10. CONCRETE FOOTING BELOW GRADE PER TENSION STRUCTURAL PLANS 11. FINISH GRADE 12. ½'' RAOIUS n'PICAL NOTES: A CONTRACTOR SHALL REFER TO CONSfRUCTION LEGEND FOR COLOR AND FINISH B. REFER TO TENSION STRUCTURES PLANS FOR REINFORCEMENT C. USE APPROVED MASTIC SEALANT WITH CLEAN SILICA SAND TO MATCH CONCRETE Constr. Legend Ref. P-23 1. :111' DL<\. O.D. B'IT HOLDER. n'P. -10 HOLDERS TOT,'L 2. 2¾" DIA. O.D. SUPPORT POST -POST IS CAPPED 3. 9"x9'x¼'MOUNTINPLATE, TYP. 4. G,'LVANIZED SfEEL POST NOTES: A REFER TO MASTER CONSTRUCTIN LEGEND FOR MODEL NUMBER. COLOR AND FINISH B. LANDSCAPE ARCHITECT TO APPROVE RN,'L LOCATION PRIOR TO INSTAULATION L__J_-1--J-_L__L _ _j__l__L--J-_J__l_-f-;, 3 1'-9" 2'-11' Elevation -Back Side ®1--_B_at_R_a_c_k _____________ C_onst_r._L~eg~e_nd_R_ef_.1_-_1 Scale: 1'=1'-0' 1 di-I I I ' PER PLAN I Ballfield Infield Mix Scale: 3/4"=1'-01 1 . 81'1.LFIELD INRELD MD< -REFER TO MAsrrER CONSTRUCTION LEGEND 2. ADJACENT RNISH GRADE -KEEP RLUSH WlTH 8,'LLFIELD INRELO MIX 3. COMPACTED SUBGRAOE PER GEOTECHNICAL REPORT NOTES: A REFER TO MASTER CONS1RUCTION LEGEND FOR INFIELD MD< PRODUCT NUMBER. COLOR AND SUPPLIER B. INFIELD MD< TO BE PRE-BLENDED BY SUPPLIER PRIOR TO DELrVERY TO PROJECT SITE 2 6' MIN. Constr. Legend Ref. P-is C D F g NOTES: A CONTRACTOR TO SUBMrr COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION B. AUL PIPE SIZES ARE NOMIN,'L UNLESS OTHERWISE NOTED C. FOR POITT FOOTINGS REFER TO STRUCTUR,'L PLANS D. PROVIDE BLACK WIND SCREEN FABRIC ON BACK AND SIDES OF DUGOurrs. SUBMrr SAMPLE FOR APPROV,'L E AUL POsr CAPS ARE TO BE SECURE DRIVE FIT TO POsrr WrrH ¼" ROUND HEAD RIVET 10 2 1/4' 3'-0" wx. V.I.F. 8; Dugout Gate Scale: 1/2•=1 1-01 1'-6'' 1. HY HIGH. 2-1/," DL<\. OD. l/1NYL COATED G,'LVANIZED SfEEL POST WlTH CAP -REFER TO DETAIL D. SHEET L1.16 2. 2' DL<\. OD. l/1NYL COATED G,'LVANIZED srrEEL RAIL TOP. MIDDLE AND BOTTOM 3. 2' MESH. NO. 9 GAUGE BLACK "1NYL COATED FENCEWrrH TIES AT 2' MIN. 0.C. 4. ¾" x¼" STRETCHER BAR WITH¾" x½" BANDS AT 12" 0.C. MM AT ,'LLSIDES OF THE GATE 5. 2' STANDAAD '.1NYL COATED G,'LVANIZED srrEEL GATE FRAMEWrrH MITER WELDED CORNERS AND (4) HEAVY DUTY HINGES 6. 3/4"x 1/4' STRETCHER BAR INITH 3/4' x 1/4" BANDS AT 12" O.C. WX. n'P. AT END AND CORNER POSTS (BOTH DIRECTIONS) 7. MAULEABLE IRON FORK WrrH LOCKING PROl/1SION. TACKWB.DAT AUL BOLT HEADS 8. 25' HIGH. 12.?S' DL<\. OD. VINYL COATED G,'LVANIZED SfEEL POST WlTH CAP-REFER TO DETPJL B. SHEET L1 .16 9. ½" DIA GALVANIZED PJR CRAFT CABLE COATED CLEAR 1 O. MESH NETTING -REFER TO DETPJL A SHEETL1.16 11. G,'LVANIZED GATE HINGE W/%' BOLTS 2 1/4' MAX. Constr. Legend Ref_ lw-1sl Slruct. Rel. @ ~ .,,_E_O~(l_,_E_O_ • ..r--~~ 3• -l-1 t.r-r I n'P. 2 "'"111=111 TT-I 111-111 I I 111 I _-,,i'II I Paver Adjacent PER STRUCTURAL PLANS I Ballfield Fence Post Footing and Header Scale: 1/2''=1 '-0' OMITTED BY CoNB Portable Outfield Home Run Fence Scale: 3"=1'-0'' V Constr. Legend Ref. lSA-1sl 1 Bleacher - 5 Bench FENCE Posrr 1. BLEACHERS 2. SURFACE MOUNT INST,'LLATION. ANCHORED WrrH ITT RAMSET/ RED HEAD SRM 38 Sf PJNLESS STEEL DRCP-IN ANCHOR. 1/2" DIA STPJNLESS STEEL HEX BOLTS WlTH 1/2' ITTPJNLESS STEEL FLAT WASHER AND LOCK WASHER. ANCHOR BOLTS SH,'LL BE LONG ENOUGH TO SINKA MIN. OF 3" INTO CONCRETE 3. CONCRETE PA"1NG -REFER TO DETPJL A. SHEET L1.09 4. PRECAST CONCRETE PAYERS -REFER TO DETPJL O. SHEET L1.09 5. PLAYER BENCH 6. 12''x 12"x 12' CONCRETE FOOllNG BELOW PAYERS AT EACH ANCHORING LOCATION -REFER TO MANUFACTURER SPECIRCATION 7. SAND SETTING BED 8. COMPACTED SUB B'\SE PER GEOTECHNICAL REPORT 9. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A CONTRACTOR TO VERIFY RN,'L LOCATION WTTl-1 LANDSCAPE ARCHITECT PRIOR TO INSrf,'LLATION B. SEE CONS1RUCTION LEGEND FOR ADDITION,'L INFORMATION Bleacher and Player Bench Anchoring Constr. Legend Ref. I SA-31 SA-4 A ',1-----------------------------------------------------------------------------------------------------------------'"---------------Scale: 3/4"=1'-0' B 2 E " "" ·r-i--+-+tt_ "i ~ .. -=~.,, ;;, - I . 1'-3" SQ. Base Section Home Plate Section < 6%SLOPE Pitching Rubber @ Pitchers Mound Pitching Rubber, Home Plate and Bases Scale: 3/411=1'-01 3" n'P. PER STRUCTURAL PLANS Concrete Adjacent @ Dugout 6'-0" Cf. 1'-6'' Plan View -NTS 1 I ' I ., OO++lll-I~ ,~.co--"- 1 I ---" 4'-0'' Section A Drinking Fountain Anchoring Scale: 3/4"=1'-0" 1 '-3'' SQ. 15'-0' DIA 5 1'-6" Typical Header in Plan -NTS NOTES: A REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH 11 2'-0' (Q) 1. srrEP DOWN PITCHING RUBBER BY TOMARK SPORTS -REFER TO CONSTRUCTION LEGEND FOR MODEL NUMBER 2. HOLLYWOOD SAF - T -SLIDER B'\SE BY TOMARK SPORTS -REFER TO CONSTRUCTION LEGEND FOR MODEL NUMBER 3. UNIVERSAL HOME PLATE BY SCHUTT SPORTS -REFER TO CONSTUCTION LEGEND FOR MODEL NUMBER 4. HOLLYWOOD UNIVERSAL STANCHION ANCHOR -REFER TO CONS1RUCTION LEGEND FOR MODB. NUMBER 5. INRELO MIX-REFER TO CONITTRUCTION LEGEND FOR SUPPLIER 6. CONCRETE FOOTING. n'P. 7. srrEEL GROUND ANCHOR MOUNT -TO BE SET IN CONCRETE FOOTING 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. FINISH GRAOE Constr. Legend Ref. ISA-111 ISA-121 1. CONCRETE HEADER 2. ½" RADIUS. n'P. 3. (2) #4 REBAR CONTINUOUS. n'P. 4. PRECAST CONCRETE PAVERS 5. CONCRETE PAVING 6. COMPACTED SUBGRAOE PER GEOTECHNICAL REPORT 7. CONCRETE FOOTING -REFER TO S1RUCTURAL PLANS 8. GALVANIZED STEEL POST 9. RNISH GRAOE 10. SCORE JOINT AT EACH POST AND MIDWAY BETWEEN POST 11. ¾" THICK FOAM EXPANSION MATERL<\L wrrH TEAR AWAY CAP AND APPROVED MASTIC SE,'LANT TO MATCH ADJACENT PAl/1NG 12. ELECTRIC,'!_ CONTROL BOX-REFER TO ELECTRIC,'!_ PLANS 13. EXPANSION JOINT NOTES: A REFER CONSTRUCTION LEGEND FOR COLOR AND FINISH B. TOP OF FOOTING TO BE HELO BELOW GRAOE TO RECErVE CONCRETE HEADER Constr. Legend Ref. lw-151 Slruct. Rel. @ 1. PEDEST,'L DRINKING FOUNTAIN -REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH 2. CONCRETE PAD TO MATCH ADJACENT PAl/1NG 3. ANCHOR BOLT PER MANUFACTURER'S SPECIFICATIONS 4. RNISH GRAOE 5. SUPPLY LINE -REFER TO CML ENGINEEFIS PLANS 6. WAsrrE LINE TO DRY SUMP 7. CONCRETE FOOTING 8. COMPACTED SUBGRAOE PER GEOTECHNICAL REPORT 9. EXPANSION JOINT -REFER TO DETPJL C. SHEET L1.08 10. LINESIZESHUTOFFGATEVALVE 11. 6" DL<\ ROUND AMATEK GREEN V,'LVE BOX 12. 2' DL<\ X 5' DEEP¾" CONDENSED GRAVEL SUMP -WRAP GRAVEL IN FILTER CLOTH Constr. Legend Ref. SA-251 REC"'"(:, RC s···· ET '"""", I '"""' l ........ ~; l .. J ...... .. Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI "'U C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I "' "'U C 0 - u... >- By Date City Review Set 1st CoNB SubMittal JB/SH 02.21.13 JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Details rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..ro,y and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats, includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elro/ 11'8f, nor assignee toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rc-n EPTDESl8N. lii UJ 12 0 u &' C E F --,-' PER TENSION STRUCTURAL PlAN End Posts: Section A -Front V18W Center Post: Section A -Front View Corten Post Footing/ Paving Interface Scale: 1/21=1 1-01 NOTES: A REFER TO CONSTRUCTON UEGEND FOR ALL COLORS Al'JD FINISHES B. REFER TO EUECTRICAL PLANS FOR AJDDITIONAL INFORMATION 4' 7 1"TYP. , 1 /· / 1/ "'c---'kc-~"t "~~''.c_;'~":;;,/;;./~-------2 • / /,v.;,:<. / F--7 .-, '<.---lc--~T,.,.,,.• ~ I I 1-t I l I • I I _, .. ·, I 1 [.-J _, I --l _J I I -I I 1--I 1----,.. . I I I I 1-L..;;;;:;-_7 I 5 3 4 'k---~l ___ ~J ~ Conduit Routing Scale: 3"=1'-0'' 2 0 0 Beam Mounting at Restroom Scale: 1"=1'-0'' 1 6 1. 6),• x 12' PERSSURE TREATED GLUE LAMINATED BEAM -REFER TO DONSTRUCTION UEGEND 2. DONDUIT FROM RESTROOM -ROUTED SLOT FOR CONDUIT INTO BEAM 3. DRIUL HOLJE FOR DONDUrT DOWN TO LIGHT FIXTURE 4. OPTONAL ROUTE FOR LIGHT Fl>mJRE ATTACHMENT 5. SEAL CONDUIT IMTH WATERPROOF CAULKING 6. LIGHT FIXTURE -REFER TO EUECTRICAL PLANS 7. TOP MONTED TRANSITION PULL BOX -REFER TO ELECTRICAL PLANS -----7 1. - - - I I I---1 I ..... --1 1• I 1... .,· l; I i .• j I .I ,----· I I I J Constr. Legend Ref. [SA·· 'I 1. 6),• x 12' PERSSURE TREATED GLUE LAMINATED BEAM; CUT BEAM TO 4' x 12' -REFER TO DONSTRUCTION LEGEND 2. 8' THICK CAST IN PLACE CONCRETE RESTROOM WALL -REFER TO AJRCHrTECTURAL PLANS 3. OUSTOM BRACKETS -REFER TO STRUCTURAL PLANS 4. ANCHOR BOLTS FOR MOUNT NG BRACKET -REFER TO STRUCTURAL PLANS NOTES: A REFER TO MASTER CONSTRUCTON LEGEND FOR ALL COLORS AND FINISHES 8. DONTRACTOR TO PROv1DE SHOP DRAl'llNGS OF ALL MOUNrTING HARDWARE FOR APPROVAL BY LANDSCAPE AJRCHITECT PRIOR TO INSTALLATION C. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION D. REFER TO ARCHrTECTURAL PLANS FOR ADDITIONAL INFORMATION Const,. Legend Ref. [SA·· ,1 Slrucl fW■@ May 05, 2015 -4:31 PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 18 Construction Details.dwg PER TENSION STRUCTURAL PLAN End Posts: Section B -Side V18W '111 i' I I 111 i' I I 111 i' I I 111 i' I I 111 i' I 111 -, -111-1 -111-1 -111-1 -111-1 -11' ' -c;IJ11 1111 111 1111 111 iii~ l;-1 _, -=I l=I =I 1=-1 PER TENSION STRUCTURAL PLAN Center Post: Section B -Side View 6' 1'-10" 4' End Post -Side Elevation 6 1 D Corten Trellis Post -Side Elevation Scale: 1/2''=1'-0' _..,...._ 1. ADJACENT VEHICULAR PRECAST PAv1NG 2. THICKENED CONCRETE BASE AT POSTS 3. CONCRETE PAv1NG 4. 8"x8'SQ. CORTEN POST -REFER TO CONSTRUCTION LEGEND 5. SAWCUT JOINT -r - - - - - - -7 6. DOWELED EXPANSION JOINT PER DETAJL F, SHEET L1 09 5 I •. 1. .L End Posts: Plan View Center Post: Plan View I I I I I :~ I I I I I I 6 7. EXPANSION JOINT AT VERTICAL SURFACE.%' FOAM WrTH MASTIC SEALANT 8. COMPACTED SUB BASE PER GEOTECHNICAL REPORT 9. COMPACTED SUBGRAOE PER GEOTECHNICAL REPORT 10. STEEL ANCHOR PlATE BOLTED TO CONCRETE FOOTING -REFER TO TENSION STRUCTURE PLANS 11. CONCRETE FOOTING BELOW GRADE PER TENSION STRUCTURAL PlA'1S 12. FINISH GRADE 13. N0.4 REBAR 14. N0.4 REBAR DONTINUOUS LOOPS NOTES: -·._....;......;. _____ _ A. CONTRACTOR SHALL REFER TO CONSTRUCTION UEGEND FOR COLOR AND FINISH r -t -t ------- _ _j_j__ __ I_J __ __ I_J __ _ -'----- 1'-10' 4' 89 =11=111 • '11111 I I ., Ill 'I Center Post -Side Elevation " B. REFER TO TENSION STRUCTURES PLANS FOR REINFORCEMENT C. USE APPROVED MASTC SEALANT l'llTH CUEAN SILICA SAND TO MATCH CONCRETE ---------- 6 Constr. Legend Ref. [SA-· ,1 Struct. Ref. rGi'I ~ 1. 5½" x 12' PERSSURE TREATED GLUE LAMINATED BEAM; CUT BEAMT04'x12" -REFER TO DONSTRUCTION UEGEND 2. ¾' 0 THREADED LAG BOLT CONNECTON; USE WOOD PLUGS TO CONCEAL BOLTS -REFER TO STRUCTURAL PLANS 3. B'x8'SO. CORTEN POST-REFER TO CONSTRUCTION LEGEND 4. 6' x 6' CORTEN POST CROSS-BEAM 5. CONCRETE FOOTING -REFER TO DETAIL C. THIS SHEET AND SHEET L 1.23 6. COMPACTED SUBGRAOE PER GEOTECHNICAL REPORT 7. FINISH SURFACE NOTES: A. CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION UEGEND FOR AUL MODEL NUMBERS -DOLORS AND FINISHES B. REFER TO STRUCTURAL PLANS FOR REINFORCEMENT C. REFER TO FABRrTEC TENSILE DETAJL PLANS FOR CORTEN POSTS AND FOOTINGS D. CONTRACTOR SHALL SUBMIT SHOP 4 DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT AND CITY PRIOR TO FABRICATION E. GLUE-LAMINATED MEMBERS MAY BE CUT, NOTCHED OR DRILLED ONLY l'llTH THE APPROVAL OF TIHE STRUCTURAL ENGINEER. Const,. Legend Ref. [SA·· ,1 Struct. Ref. /illl\ I'\ ~\§7 A B ©-r------0 \ --.::::__ ' I I -I 1 • -~ -1 T -~ 7. ADJACENT PAv1NG -REFER TO DONSTRUCTION PLA'1S 8. CUSTOM BRACKETS -REFER TO DETAJL F. TIHS SHEET NOTES A DONTRACTOR SHALL REFER TO /o\_ (a\ ~ DONSTRUCTION LEGEND FOR COLORS '-.::) \ '-.::) AND FINSHES -:-'I...,~~. \ 8. REFER TO TENSION STRUCTURES PLANS \ -L \ FOR REINFORCEMENT ~~ - 1. !i½'x12'PERSSURETREATEDGLUE LAMINATED BEAM; CUT BEAM TO 4'x 12' -REFER TO CONSTRUCTION LEGEND 2. ELECTRICAL FLEX DONDUrT -REFER TO DETAJL E. THIS SHEET 3 DOWN LIGHT -REFER TO CONSTRUCTION LEGEND 4. 8" x 8' SQ. CORTEN POST -REFER TO CONSTRUCTION LEGEND 5. CONCRETE FOOTING BEYOND-REFER TO DETAJL C, THIS SHEET 6. 8' THICK CASTIN PLACE DONCRETE RESTROOM WALL -REFER TO STRUCTURAL PLANS FOR BEAM Yi :y / ~:□NS I l ~,Hi~~~yi'..'.::=t=======:i=;-,::.=+=R~t't:=~1 ½i ,, / '. !1~/ .> rt fe\_______; '"V > L< ~ ~ .~ I • \ "" 2sl' \:_,) 0-----I\ \ =.J-~, =-. i - tl I~ I i;,, ~ --cJ ._ i _ n t,j ,, ;•11, '. ,1 <h l ,_ rhl W-• 1 ,, >,~-·l---'---1 • -. " I ~~ ~o=-'--Iii,~ □--i □T=,-ct ~ % -~ ~; □-- ~ ---::-J ! --Jnlll ~-1 l-LJl~ l < 'I 1 -uJ n~t__1-~ L ~, D ----... ri========~1 :=a~RI_ ~~~1-==========ffi-=-=i~t-=· ~ 1 •--~--_I lMLJ _,=r_ ',-'L-~-~ ~,;:;;;1 =_::n_'Fi~::±n=: RA 89 I y ir \ I °"'I I :~r0 J:,:><r! I '¾ ~ , , 11'-101/2' 1 Entry Trellis -Plan View Scale: 3/811=1 1-o• 89 12'--0" 2'-0'' 12.()' 3' 3' "' "' -- 7 Elevation Entry Trellis -Elevation 5 • • - j l 1 Constr. Legend Ref. [SA-1,1 Struct Ref.~ ~ 1. 6),• x 12' PERSSURETREATED GLUE LAMINATED BEAM: CUT BEAM TO 4'x 12' -REFER TO CONSTRUCTION LEGEND 2. OMIT 3. 3// 0 TIHREADED LAG BOLT CONNECTON; USE WOOD PLUGS TO CONCEAL BOLTS -REFER TO STRUCTURAL PLANS 4. 2-D NAIL DONNECTION -REFER TO STRUCTURES PLANS 5. 8' x 8' SQ. CORTEN POST -REFER TO CONSTRUCTION LEGEND 6. 6' x 6' DORTEN POST CROSS-BEAM. BEYOND 7. FINISH SURFACE NOTES: A. CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR ALL MODEL NUMBERS -DOLORS AND FINISHES B. REFER TO STRUCTURAL PLANS FOR REINFORCEMENT C. CONTRACTOR SHALL SUBMrT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE AJRCHrTECT AND CITY PRIOR TO FABRICATION D. GLUE-LAMINATED MEMBERS MAY BE CUT. NOTCHED OR DRILLED ONLY l'llTH TIHE APPROVAL OF TIHE STRUCTURAL ENGINEER. 6 Constr. Legend Ref. [SA-1,[ Struct Ref. I'\ ~ REC"'"(:, RC s···· ET '"""", I '"""' l ........ ~; l .. J ...... .. Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I "' -a C 0 - u... >- By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Construction Details rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..rOI)' and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elro/ 11'8f, nor assignee toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u &' T T L 3'-8' Plan View 4'--0'' 1. FROG PLAY S1RUCllJRE-REFER TO CONS1RUCTON LEGEND 2. CONCRETE FOOTING 3. ANGLE CONNECTION, 14) TOTAL PER FROG, REFER TO DETl'JL E, SHEET L1 .20 4. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 5. PLAY SAND-REFER TO DETl'JL C, THIS SHEET 6. INTEGAAL FROG PEDESTAL 7. INTERRUPT PLAYSURFACEl'JND PLAY SURFACE BASE AS REQUIRED PER FROG LOCATION, PITCH TO DRl'JN 1-"----,-,-~S~E~CT~IO_N~ 8. FINISH SURFACE 6 NOTES: A CONTMCTOR TO SUBMIT SHOP DAAWINGS/ COLOR IMAGES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. LANDSC/>PE ARCHITECT TO APPROVE LOCATION IN PLAY AREA PRIOR TO FINAL INSTAULATION C. REFER TO PLAN ENLARGEMENT FOR EXACT FROG TO PLAY SURFACE EDGE RELATIONSHIP. D. FROG AND CONNECTION LOCATIONS ARE SHOWN CONCEPTUALLY. llJRTLE DIMENSIONS ARE APPROXIMATE AS PROVIDED BY MANUFACllJRER. E. CONFIRM PEDESTAL DEPTH 111TH PLAY SAND LEVEL TO SUBMERGE BOTTOM OF FROG APPROXIMATELY 3' AS SHOWN. ' \ \ \ 'I • L-------~ . ..:...._...J ':", "'· -cr-"ki•• \ Plan Section b II II ell= '=II '' - Section j_\ ' ', ' I ...... _ / PedestaV Sand Interface / -NTS 5 ,1/,/ / PLAN SECTION II i-w =111= I 1=111= I 1=111= I l=l O I= 11 I I 1'i'cl 1~-"-~-----'I< . I, _jj _jj ,_JJ 11JJ111JJ 11 =11 1Jl II I, ,111~4'MIN.1YP. ALL SIDES 5'-2' 8 E Play Frog in Sand Area Constr. Legend Rel. ISA-191 - Scale: 1/2'=1 '-0' EQ. EQ. r , . I Plan View Section 4 .. I I .. I I .. I I .. I I I .. I I .. I I .. I I 0 5'-2'' 1. GECKO PLAY STRUCTURE-REFER TO CONS1RUCTON LEGEND 2. CONCRETE FOOTING 3. ANGLE OONNECTION, (4) TOTAL PER GECKO, REFER TO DETl'JL E, SHEET L1.20 4. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 5. PLAY AREA SURFACING -REFER TO DETl'JLS B &C, THIS SHEET 6. INTEGAAL GECKO PEDESTAL NOTES: A CONTMCTOR TO SUBMIT SHOP DRAWINGS/ COLOR IMAGES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. B. LANDSC/>PE ARCHITECT TO APPROVE LOCATION IN PLAY AREA PRKJR TO FINAL INSTAULATION C. REFER TO PLAN ENLARGEMENT FOR EXACT GECKO TO PLAY SURFACE EDGE RELATIONSHIP. D. GECKO l'JND CONNECTON LOCATIONS ARE SHOWN CONCEPTUALLY. DIMENSIONS ARE APPROXIMATE AS PROVIDED BY MANUFACllJRER. • • E CONFIRM PEDESTAL DEPTH 111TH PLAY PLAY SURFACING LEVEL TO SUBMERGE · · · · BOTTOM OF GECKO APPROXIMATELY 2" •• ··.AS SHOWN. SECTION i \ I .. ' I ', ~ , ,,f ...... _.,,. .... I !Pedestal/ -. : Rubber Interface ·' -NTS 3 5 ALL SIDES F , Play Gecko on Play Surfacing Constr. Legend Rel. ISA-191 I .~----------------------~====~=== , scale: 112•=1 •-0• May 05, 2015 -4:39PM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 , 19 Playground Plans.d'NQ Play Sculpture Manufacturer: Cemrock Landscapes, Inc. Phone: 520.571.1999 4790 S. Julian Ave. Tucsan, Arizona 85714 Pey Equipment Manufacturer: Landscape Structures, Inc. Phone: 800.328.0035 801 7th Street South Delano, Minnesota 55328 Procuct Representatwe: Keeler Ekman Cemrock Landscapes, Inc. Phone 520.571.1999 4790 S, Julian Ave, Tucsan, Arizona 85714 kekman@cemrock.com Product Representatwe: Tim Hodges Coast Recreation, Inc. Phone: 714.619.0100 3151 Airway Avenue, SuiteA3 Costa Mesa, CA 92626 thodges@coastrecreation.net TREESTllMP SFER MODULE #168321 DISCOVER TREE \ CLIMB W/0 ROOF #169322 TUNNELSUDE #126368 LOO STACK CLIMBER #183193 109'-8'' TREE HOU${ RECYCLED ROOF -----#l6.EJ$15 CLATTERBRIDGE #143196 LOG STEPPER #169320 \ MUSHROOM CLIMBER \#171566 ~NNACLE ROCK CLIMBER CREW NET ROPE CLIMBER THE POINT ROCK CLIMBER ... ... LOG TUNNEL SLIDE #CUSTOM LOOP ARCH #122914 Planting Area rR>-1f v/ 12 ~ngkoa Turt Area Planting Area 0 5'-o• I ! 8'-0" Turt .... Turt - 1. ADJACENT CONCRETE PA\.1NG -REFER TO DETl'JL B, SHEET L1 .09 2. PLAY AREA CURB -REFER TO DETl'JL D, SHEET L1.20 3. CONCRETE MOWCURB -REFER TO DETAILJ, SHEETLl.09 4. PLAYSTRUCTURE 5. LOG llJNNEL CRAWL-INSTALL PER MANUFACTURER SPECIRCATION'S UNITARY SURFACING DETl'JL 6. MULTf-AGE SWING SET 7. GFRC PLAY SCULPTI..JRES-REFER TO DETAILS E & F, TIHIS SHEET 8. FALL ZONE -PER MANUFACTURER'S RECOMMENDATIONS 9. PLAY SURFACING -REFER TO DETl'JL B, THIS SHEET 10. LIGHT BOLLARD -REFER TO ELECTRICAL PLANS 11. BOULDER -REFER TO DETAIL B, SHEET L1.10 12. ARCHITECllJAAL BLADE WALL -REFER TO DETl'JLA, SHEET L1 .12 13. RETl'JNINGWALL-REFERTO DET-"LSA & B, SHEET L 1.20 14. TURF ST-"RS-REFER TO DETl'JLS C & D, SHEET L1 .20 15 CONCRETE SLAB 16 COMPACTIED SUBGRADE NOTE: ' FIREPOLE 111TH HANDHOLES #169317 LOOP POLE WITH HANDHOLES #172665--- 0UTRGGER ( ROPE CLIMB~ ' ' ' I TREE HbusE RECYCLE□ ROOF/ #16llq15 A REFER TO MASTER CONSTRUCllON LEGEND FOR ADDITONAL INFORMATION B. REFER TO CML ENGINEERS PLANS FOR GRADING l'JND DRAINAGE f nMIHM'I fi1¢11iiUi WEMliiilmt.lU'll'IIFii, ljt,f foihli!il!lii..ili!Jlll!.llliffll«l&Mllil I'll 1111 UMP I iii ,,. 3D IMAGE (NTS): 5-12AGE GROUP PLAY COMPONENT, 64950-1-4 p;,;; IMHIMINIFSIIIA &IN-ti ,I iiiii,iiFiiiGI IDiiiiiA&F@iMl&dli I I WiiifflMIAM 3D IMAGE (NTS): 5-12AGE GROUP PLAY COMPONENT, 64950-1-4 A Play Equipment Layout Scale: 111 = 101 PLAY SURFACE HEUD LEVEL PER CONS1RUCTON PLAN PLAY SURFACE BASE COURSE THICKNESS VARIES 1 '--fl 6'' 10 ' - • \ WOOD PLANK WIGGLE L.,AOOER #169318 TREE HOUSE W/ RECYCLED ROOF #169315 "' TALKTU~;J #111363 lOTAL 8..EWI.TBl RAYOOMPONENTS: " lOTALB..EWITBlOJI.K'ltlNISilCCEIISB.EBVTIWIEfER: ' "'"'"" lOTAl.8..EYATBl OJI.K'ltlNISIO:EfiSO.E BVIW,IP: " """'"" lOTAL GAOlKlL.E\IEL PI.R(COIFCNN!S: • ·--lOTAL/ICCEB!IIElE(FOIJNDLE,EL~!HC:lt,N: • 4REi'.lJRED(WI lil'JI) lOTALDFFEIBITl'IPE6DF<:aJlK>I.BaOOM-IMS: ' 4REi'.lJRED(Wl.lil'JI) PLAN V1EW (NTS): 5-12 AGE GROUP PLAY COMPONENT, 64950-1-4 23'-8" V LOG CRAWL TUNNB.. #173594 5'-0" SECTION A -NTS 5 PLAN VIEW (NTS)-LOG CRAWL TUNNEL, 64950-1-4 B ----' ' ' 3/8" \ I I " I I ,1 11 // ..... _ -/ Enlargement A I I / / .,.--~ ' 1' 1/2" ' \ 20. ADJACENT WALL OR STEP NOTES, A ALL CONCRETE EDGES TO 1/4" RADIUS B. SUBMIT SAMPUE OF ALL PLAY SURFACES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION NOTE: Play Surfacing to Turf Area/ Planting Area Transition 11=11= Play Surfacing lo;_jj ~~--, Wall/Step I 1 I 13 / / RUBBER SURFACE IS TO BE LEVEL Wm-i SURROUNDING CONCRETE EDGE. BASE COARSE THICKNESS TO VARY \J\1TH SLOPING CONCRETE SUB-BASE, SEE CML PLANS FOR GRADING INFORMATION TO DETERMINE BASE COURSE THICKNESS 'I.,; ,_ " 0 DRAIN IN ' Play Sand Transition through Play Surfacing/Adjacent Paving Transition C Play Area Surfacing Sections (Typical) Scale: 3/4"=1'-0' . . ----~-----• • -Concrete Paving at Play Sand Section Scale: 1 1/2'·1'-0" .......... -✓ Enlargement B I 111111 -------------C 4' 5 f j .1 a / -11 :-:J. . '""'ec.L'I i:- 'A 5 49'-5' 26'-3' TOTI<_ El.EVATBl R.J\Ycot.l'O'em: TOTN_ El.EVATB) COY'CHfflB ...::CEBEl3l.E l!fllWtBFElt TOTN_El.EVATB)iXlll'Ofti,IJli,CCESSIBLEl!fRIMP: f',-l'o""as,e's',"=~------j TOTI<_ <HlJND l.EVB_PIAY OOMFOEN!l!: 1 0 REOOIFB> TOTN_.oDCES81li.EGfO.tlDLBa00M!'Ct,i~S~: 1 OREOOIFB) N. TOTN_IJFFERENTT'IPESDF<KllJND LE\/Eloot.FONENTS: 1 1 FEQJED(MN.Wlij I I Sl□EW01NDER SLIDE #1f}4863 5-12AGE BELT SWING #174018 2-5 AGE TODDLER SWING FULL BUCKET SEAT #177'337 PLAN VIEW (NTS) -MULTI AGE SINGLE POST SWING SET, 64950-1-4 1. FINISH GRADE 2. CONCRETE PLAY CURB WITH INTEGRAL COLOR TO MATCH PAVING AND SCORE JOINTS AT 10 O.C. MIN. W/NO. 4 REBAR CON'f. CURB TO BE SMOOTH TROWEL FIN~HED 12' BELOW RNISH SURFACE AT SAND AND 6' BELOW ATPLANTNG INTERFACE 3. PLAY AREA SAND-SEE CONSTRUCTION LEGEND 4. 140N MIRl'JF ALTER FABRIC UNDERLAY OVERLJIP MINIMUM 12' AT ALLSPUCES -REFER TO CML ENGINEER'S PLAN 5. DRl'JN -REFER TO CML PLANS 6. (3) NO. 4 REBAR CONTINUOUS. 7. NO. 4 REBARAT24' O.C. B. 3/a' PEBBLEFLEX PLAY SURFACE 9. 1' SBA BASE COARSE 10. 2"FOAMCUSTOMLAVER-1'GAP BETWEEN SHEETS 11. 3/a" DEEP & 1" IIIDE KEYWAY AT LEVEL CONCRETE CURB OR SIDEWALK 12. CONCRETE RNISHING SHELF 13. 3/a' DEEP CURB BY½" WIDE NEGATIVE ANGLE AT ADJACENT WALL OR STEP 14. CONCRETE BASE -THICKNESS PER MANUFACTURER'S RECOMMENDATIONS 15. NO. 4 REBAR DOWELAT24" O.C. EMBED 4" INTO CONCRETE EDGE 16. (2) NO. 4 REBAR CONTINUOUS, TOP REBAR TO DOWEL INTO ADJACENT WALK 4' MINIMUM 17. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 18. l'JDJACENT CONCRETE PAv1NG W/ TYPICAL THICKENED EDGE 19. (2) N0.4 REMR CONTINUOUS Constr, Legend Raf. I P-16 I I P-17 I 1. CONCRETE WALL PA\.1NG 111TH THICKENED EDGE -REFER TO MASTER CONSTRUCTION LEGEND 2. (2) NO. 4 REBAR CONTINUOUS 3 3/a' TOOLED RADIUS, TYP. 4. NO. 4 WALK REBAR BENT DOWN @ 18" o.c. 5. PLAY SAND, TO BE INSTALLED 1' BELOW ALL FINISH SURFACES OF ADJACENT HARDSCAFE -REFER TO MASTER CONSTRUCllON LEGEND 6. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT 7. COMPACTED SUB-GRADE GEOTECHNICAL REPORT NOTES: A. REFER TO CONSTRUCTION LEGEND FOR COLOR l'JND FINISH B. FOR DEEPENED WAUK EDGES: CONTRACTOR SHALL STRIP FORMS AT TIMEOFCONCRETEPOURl'JND SMOOTH TROWEL FINISH ALL CONCRETE SURFACES TO A MINIMUM OF 12" BELOW FINAL SAND SURFACE LEVEL C. CONTRACTOR SHALLAULOW FOR CLEl'JN ADDITIONAL PLAY SAND TO BE l'JDDED TO RULAND TOP OFF WHEN CONSTRUCTION IS COMPLETED D. CONTRACTOR SHALL SUBMIT SAMPLE OF PLAY Sl'JND TO LANDSCAPE ARCHITECT FOR APPROVAL PRKJR TO INSTALLATION Planting .... Planting Ania ' ' ' ' " ,, ,, ' " " " •I 11 11 I 11 11 ,, 11 11 " I• .... " " \ " " " ' -©-0 Planting .... I '\-·: \ ---_"l -T I \ \ \ \ \ \ \ . '\ \ \ cl \ \ \ --I Planting Area Turt Area Planting Ania Tu~ Ania 2 Turt .... Planting Ania 1 8'-{)• Turt Area Turt - 0 ® <-- . . . . PLAY AREA NOTES: 1. This play area and equipment is designed for children ages 2-5 years & 5-12 years 2. Prior to the issuance of Certificate of Use and Occupancy for of the playground, the applicant shall submit to the Chief Building Official a letter sta"ling that the play equipment installa1ion has been inspected by a person authorized by the manufacturer, that the equipment has been installed per manufacturers specifications, and that II complies with the minimum playground safety regulallons adopted by the State of California (California Health Code, Trtle 22, DMslon 4. Chapter 22 11Safety Regulatlons for Playgrounds,' Articles 1-4.) 3. City of Newport Beach to maintain play area. The trees in the play area shall be maintained such that tree limbs 'Nill not protrude into the safety fall zones. Both horizontal and vertical zones shall be kept clear to prevent entanglement/injury. Constr. Legend Rel. ISA-171 Custom Coyote Tracks A -Direct Register Trot Variation Refer to Detail C, Sheet L 1.15A Color B~nd, TB□ Custom Coyote Tracks B -Overstep Walk Refer to Detail C, Sheet L1 .15A Color Blend: TBD ® I I Pley Sand Rubberized Pey Surfacing Manulacturer: Tot Turf -v1nce Brantley Phone: 714.904.8219 Product Representative: Tim Hodges at Coast Recreations Phone: 714.619.0100 3151 Airway Avenue, Suite A-3 Costa Mesa, CA 92626 Play Sand Supplier: Gameuse Natural Chemicals Tom Herold Phone: 949.728.0171 31302 Ortega Highway San Juan Capistrano, CA 92693 Constr. Legend Raf. I P-17 I Play Surfacing Layout -5 to 12 Play Area eonstr. Legend Rel. I P-16 I I P-17 I B ',1-------------------------------------------------------------------------------------------------------------------------"'--------------- Scale: 111 = 101 RECORD SET Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' "' -a C 0 - City Review Set 1st CoNB Subr1ittal 2nd C.ONB Submittal Rcvisior SubmittaJ 3rd CoNB Submittal u... >-- By Date JB/SH 02.21 13 JB 03.08.13 JB/SH 05.2-113 JG;LS 07.19.13 JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Playground Plans 71esa dlll\\1ngs are lnsirumantscf S8MC8. EPTDESION st"all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>llly'Mthoutfirir. cb1a1r1rg wrnen perr-iI99Ion PM con9ent -rc'l1 rPI ur8I3N. _-,, ; "'' ,,,: -.,.-, ' ,'._ .:. ,, :.·,: ,-. ----~, :1.,:·: .• Plan View C Turf Stairs at Tot Lot Scale: 1/41 = 11-01 1'-6' Section D Turf Stairs at Tot Lot Scale: 3/4' = 1'·0' 2'-6' 1 1'-6' 4' lYP. \ / \-",:, -:/' ·-,,:, 2'-6' R 1/2" May 05, 2015 -4:L0PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1.20 Playground Plans.dwg E ',' ·: •· ':. -• ,'_. _,-:,_ i,--• ·-)•, - 174,50 FS,-1\ -·- ' 1'-6' R 1/2' 4 3 5 7 6 • . , __ ,,_ !- ' .,-=~-'-' '.', .,_ ,' c~ ,, ---• ' )_ - ·,-~ ' •. .O; ', __ , ._,_- 10 12 1. 2. 3. 4. 5. 6. 7. 8. A. B. POUR-IN-PLACE CONCRETE STEP Ye" WIDE X 1' DEEP SAWCUT JOINT TURF AREA-REFER TO PLANTING PLANS SUB-ORAN AT TURF AREA -REFER no CMLPLANS ADJACENT PLAY SURFACING, REFER TO DEr/\JLS B &C, SHEEf L1 .19 ADJACENT CONCRErE CURB AT PLAY SURFACING, REFER TO DErAIL C, SHEErL1.19 ADJACENT RErAINING W/\JJ.., REFER TO DEr/\JLS A & B, THIS SHEEr ¾" FOAM El<PANSION JOINT WITH MASTIC SEALANT TO MATCH OONSlRUCTION COLOR NOTES REFER no MASTER ODNSTRUCTON LEGEND FOR MATERL'\L COLOR AND FINISH REFER TO CML PLANS FOR DRAINAGE AND GRADING INFORMATION 1 • ,c. 1. 2. 3. 4. 6, 7. 10. 11. 12. A B. C. Constr. Legend Ref. w-21 POUR-IN-PLACE CONCRErE STEP NO. 4 REBI\R TIES, 12' O.C. (6) NO. 5 REBAA, ODNTINUOUS TURF AAEA -REFER no PLANTNG PLANS PLANTNG MIX -REFER TO PLANTING SPECIFICATIONS SUB-ORAN -REFER TO CML PLANS ODMPACTED SUB GRADE PER GEOTECHNICAL REPORT, SLOPE 2% MIN BENEATH TURF AREAS TO DRAIN ADJACENT PLAY SURFACING, REFER TO DEr/\JLS B & C, SHEEr L1 .19 ADJACENT ODNCRETE CURB AT PLAY SURFACING, REFER TO DEr/\JL C, SHEET L1 .19 REr/\JNING WALL, BEYOND TOP TWO REBAR IN POUR-IN-PLACE ODNCRETE STEP TO DOWEL INTO ADJACENT WALL ¾" FOAM EXPANSION JOINT NOTES: REFER TO MASTER CONSTRUCTION LEGEND FOR MATERIAL COLOR AND FINISH REFER TO CML PLANS FOR DR/\JNAGE AND GRADING INFORMATION REMOVE FORMS AND SMOOTH lROWEL FINISH ALL EXPOSED SURFACES TO S' BELOW RNISH GRADE OR FINISH SURFACE Section -Stairs to Rretalnnlng Wall Connection Constr. Legend Rel. w-21 1. 1/2' -1' HANDCAR\/ED PLASTER 2. 1/2' -1' PNEUMATICALLY APPLIED GFRC 3. NO. 3 REBAR WELDED TO BRACKET 4. EPS FOAM 5. 3' X 3' X 1/4' S.S. ANGUE BRACKEr 6. 1/2' X 4' ODNCRETE ANCHOR BOLT 7. CONCRETE FOOTING PAD NOTES: A ANGLE BRACKETS AAE INTEGRAL TO TURTLE BASE AND ARE PR0"1DED BY MANUFACTURER. / / Play Sculpture Connection Constr. Legend Ref. ISA-101 Scale: 3'=1'-0" • Tuil' 2'-0'' T.W. 43. f B .s. 41.00 PER STURCTURAL SectlonC Plan V,ew -NTS A Retaining Wall at Tot Lot -Ballfield Side Scale: 3/4'=1 '-0" 8 ,_ __ Section B • -iuit Tul'f'-- C/- A 117 II , Sand 1 l ' F.S41.10 Section D Plan View • NTS B Retaining Wall at Tot Lot -Picnic Area Side Scale: 3/4'=1 '-0" l 2'-0' r ~ - 11=11=111=11=111 1-111=1=111= 111- ---:_!_ Section A 3 T.W. 44.00 39.tlo PER STURCTURAL w. 46.48 PER STURCTURAL '.'I T,S, 42.40 T.S. 41.94 T.S. 41.48 FS. 111 11'T-~ 1-11-::e _jj _b 11 40.00 PER STURCTURAL Section B Section A Section C 3 F,S, 41.00 13 7'-0'' 6 F.S. 41.00 2'-0' , 43.50 ' 39.00 PER STURCTURAL 2'-0' . 45.50 40. PER STURCTURAL 2'-0" T.W. 43.00 40,00 • _l-11 ~II "11·'.?; I I 1-11-1-::, 11 11 I l,9 11 _J _ _jj _ _J_ ,,_ -1- 11 I 11_1 7 12 11 0 1. POURED-IN-PLACE INTEGRAL COLOR ODNCRETE WALL 2. ¾," WIDE x 1' DEEP SAWCIJT CONTROL JOINT -SHALL BE ±6' ON CENTER OR EVENLY SPACED; CUT TO A MINIMUM OF 4" BELOW F.S .. lYPICAL 3. ODNCRETE PA"1NG v.1TH THICKENED EDGE 4. ODNCRETE SUB BASE PER GEOTECHNICAL REPORT 5. ODMPACTED SUBGRADE PER GEOTECHNICAL REPORT 6. PLAY SURFACING-REFER TO OET/\JLS B & C, SHEEr L1 .19 7. ODNCRETE CURB AT PLAY SURFACING -REFER no DEr/\JL C, SHEEr L1 .19 8. ODNCRffi CURB AT TERRACED LAWN -REFER TO DEr/\JLS C & D, THIS SHEEr 9. ½" RADIUS ALL EDGES & CORNERS, TYP. 10. Sl<ATE STOPPER AT EACH SAWCUT JOINT -REFER TO CONSlRUCTION LEGEND 11. EXPANSION JOINT AT VERTICAL SURFACE -REFER TO DEr/\JL 12. NO. 4 REBAR DOWELED AT 24' O.C 13. ODNCRETE FOOTING PER STRUCTURAL NOTES: A. REFER TO CONSTRUCTION PLANS FOR DOLOR AND FINISH B. ODNlRACTOR SHL'\LL PR0"1DE MOCKUP FOR APPROVAL BY LANDSCAPE AACHITECT C. AT TIME OF CONSlRUCTION REMOVE FORMS AND SMOOTH TROWEL FINISH ALL EXPOSED SURFACE TO A MINIMUM OF e• BELOW GRADE D. REFER TO CML ENGINEERS PLANS E, REFER TO STRUCTURAL ENGINEERING PLANS FOR ADDITIONAL INFORMATION 13 Constr. Legend Ref. w- 1. POURED-IN-PLACE INTEGRAL COLOR CONCRETE WALL 2, STEPS BEYOND 3. 3/,e" \o\llDE x 1' DEEP SAWCUT CONTROL JOINT -SHALL BE ±6' ON CENTER OR EVENLY SPACED; CUT TO A MINIMUM OF 4" BELOW F.S., lYPICAL 4. CONCRErE PAVING WITH THICKENED EDGE 5. CONCRErE SUB BASE PER GEOTECHNICAL REPORT 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 7. ½" RADIUS ALL EDGES &ODRNERS, lYP. 8. Sl<ATE STOPPER AT EACH SAWCIJT JOINT -REFER TO CONSTRUCTION LEGEND 9. EXPANSION JOINT ATVEFITICAL SURFACE -REFER TO DEr/\JL 10, NO, 4 REBAR DOWELED 11. CONCRETE FOOTING PER STRUCTURAL 12, SAND AT TOT LOT AREA 13. PLANTING AREA NOTES: A REFER no ODNSTRUCTION PLANS FOR COLOR AND FINISH B. CONTRACTOR SHL'\LL PRCMDE MOCKUP FOR APPROVAL BY LANDSCAPE AACHITECT C. AT TIME OF CONSTRUCTION REMOVE FORMS AND SMOOTH lROWEL FINISH ALL EXPOSED SURFACE TO A MINIMUM OF 6' BELOW GRADE D. REFER TO CML ENGINEERS PLANS E. REFER TO STRUCTURAL ENGINEERING PLANS FOR ADDITIONAL INFORMATION Constr. Legend Ref. w- REC"'"(:, RC s···· ET '"""", I '"""' l ,,, ~; l ,,) ,, .. Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I "' -a C 0 - u.. >- By Date City Review Set 1st CoNB SubMittal JB/SH 02.21.13 JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Playground Plans L 1 ~20 rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all ~opynghts. stm..rOI)' and corr moo IErN rght v.lth regard to lhasa dra.wilgs and tha des gns oonta ned lherei1 in all foriiats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elro/ 11'8f, nor assignee toa third ~111thoutffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u &' r--- C\J L GENERAL NOTES DESIGN LOADS BUILDING CODE LIVE LOADS SNOW LOAD WIND LOADS CBC 2010 (BASED ON IBC 2009) 5 PSF 5 PSF 90 MPH (3-SEC GUST) EXPOSURE: C STRUCTURAL STEEL 1.-ALL STRUCTURAL SHAPES SHALL BE COLD FORMED ASTM A847 (CORTEN STEEL), UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS: ASTM A847 8.00 x 8.00 x 0.250 50,000 PSI YIELD STRESS / 70,000 PSI TENSILE STRESS 2.-ALL PLATES PRODUCTS SHALL COMPLY WITH ASTM A588 (CORTEN STEEL). 3.-STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 4.-ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 SPECIFICATIONS. ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. ALL WELDS SHALL BE MADE USING E70XX .045 WIRE. 5.-SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELD WELDS SHALL NOT BE ALLOWED. FABRIC SPECIFICATION 1.-FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. 2.-FABRIC SPECIFICATIONS: -TEAR STRENGTH -BURST STRENGTH -FADING SOLID COLORS STRIPE COLORS WARP 220.46 LB WARP 182.98 LB WEFT 462.97 LB WEFT 401.24 LB 37.71 PSIA 33.07 PSIA MINIMUM FADING AFTER 5 YEARS ASTM SPECS D2261 D2261 D6797 -LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS EXPOSURE TO THE SUN 3.-FIRE TEST ON FABRIC: NFPA 701 TEST 2 AND ASTM E 84 -FLAME SPREAD INDEX (FSI) 10 -SMOKE DEVELOPED INDEX (SDI): 50 4.-THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH -1200 DENIER. CHAINSTITCH THREAD -2400 DENIER. AIRCRAFT CABLE 1.-WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OFF 14,500 LBS (3/8" DIAMETER) 2.-CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED) REACH A TAUNT APPEARANCE. ANY LONG TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED. SPECIAL NOTES 1.-CABLE SHALL BE COATED WITH CLEAR COAT WEATHER PROOFING. 2.-SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY LANDSCAPE ARCHITECT AND USA SHADE 3.-CONTRACTOR SHALL SUBMIT SAMPLES OF FABRIC AND AIRCRAFT CABLE FOR APPROVAL. CODE ANALYSIS BUILDING OCCUPANCY CONSTRUCTION TYPE AREA (SQF) OCCUPANT LOAD SHADE STRUCTURE u V-B 896 N/A SEE PAGE 2000 May 05, 2015 -4:LQPM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .21 Tensile Details.dwg 1A 3A 5 4 3C 1F 3G 1E ISOMETRIC VIEW 1D LIST OF MATERIALS ITEM QTY. DESCRIPTION MATERIAL/ DWG. 1A 1 COLUMN 1A (CUSTOM) ASTM A847 8.00 x 8.00 x 0.250 1B 1 COLUMN 1 B (CUSTOM) ASTM A847 8.00 x 8.00 x 0.250 1C 1 COLUMN 1 C (CUSTOM) ASTM A847 8.00 x 8.00 x 0.250 1D 1 COLUMN 1 D (CUSTOM ) ASTM A847 8.00 x 8.00 x 0.250 1E 1 COLUMN 1 E (CUSTOM) ASTM A847 8.00 x 8.00 x 0.250 1F 1 COLUMN 1 F (CUSTOM) ASTM A847 8.00 x 8.00 x 0.250 2A 1 FABRIC TOP 2A HOPE MESH 2B 1 FABRIC TOP 2B HOPE MESH 3A 1 03/8" STEEL CABLE ASSEMBLY 3A GALVANIZED STEEL 3B 1 03/8" STEEL CABLE ASSEMBLY 3B GALVANIZED STEEL 3C 1 03/8" STEEL CABLE ASSEMBLY 3C GALVANIZED STEEL 3D 1 03/8" STEEL CABLE ASSEMBLY 3D GALVANIZED STEEL 3E 1 03/8" STEEL CABLE ASSEMBLY 3E GALVANIZED STEEL 3F 1 03/8" STEEL CABLE ASSEMBLY 3F GALVANIZED STEEL 3G 1 03/8" STEEL CABLE ASSEMBLY 3G GALVANIZED STEEL 3H 1 0318" STEEL CABLE ASSEMBLY 3H GALVANIZED STEEL 4 8 TURNBUCKLE 4 (JAW-JAW) 3/4" x 6" (GALV.) 5 8 5/8" QUICK LINK ---- SMI PART No. --- --- --- --- --- --- --- --- CLD-1-SAI-CBA-3/8"-11'-10 7/8" CLD-1-SAI-CBA-3/8"-32'-5" CLD-1-SAI-CBA-3/8"-10'-11" CLD-1-SAI-CBA-3/8"-32'-5" CLD-1-SAI-CBA-3/8"-11 '-10 718" CLD-1-SAI-CBA-3/8"-32'-5" CLD-1-SAI-CBA-3/8"-10'-11" CLD-1-SAI-CBA-3I8"-32'-5" ---- (REF : PEGUET, MRDZ16.0) WARNING. FABRIC TOP NEEDS TO BE REMOVED IN WINTER 5 PSF OF SNOW MAXIMUM ALLOWED FABRIC TOP NEEDS TO BE REMOVED IF WINDS EXCEEDING 90 MPH ARE ANTICIPATED THESE PLANS AND SPECIFI CATIONS ARE THE PROP ERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B 0 -, M ~ -~ !::! "' C -:a, 0 ... "' =i (.) -z 0 .= (.) =i 0: ... "' z 0 (.) 0: 0 LL w "' <C w ...J w 0: (.) z (!) z w ~ :I: (.) ~ C w ... <C C z 0 ... C. 0: (.) "' w C > w 0: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By: JO 05/21/13 DRAWING DESCRIPTION: NOTES/ LOM DWG. 38234-3.2 PAGE 1000 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -.,., "! 01 N .,., 0 "' ~ " ~ ~ '() "-"- 8 co 0 ~ 0 N ~ 8 .,., ~ '() ~ >->- -0 co ---"' "' N 6 0- 6 c' .,-" " " " -~ 51 ~ -?l -~ .si C V) ~ l ~ " V) " u " " ~ " E ~ " ·l w "' (!) -~ "]1 -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311y'Mthou1firir. cblairirg wrnen perr1i99ion PM con9ent 0rc11 rP1 ur813N. a. " l L SYMBOLOGY ,,.--...... CONNECTION'S LEVEL '-.___,/ (MEASURED FROM FINISHED SURFACE) □ FABRICID PLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN ' 4" (MIN) 2 314" I/ I 1 1/2" ..,____ L---> I GUSSET PLATE (TYPICAL) 03/8" THIMBLE I GUSSET PLATE 3/4"THK DETAIL 1 (TYPICAL) l CABLE CLAMPS (2 PER EACH CABLE) May 05, 2015 -4:LQPM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .22 Tensile Details.dwg I I ' \ \ ' I \ ' \ \ \ \ \ ' \ \ \ I ' \ ' I \ I \ \ \ \ \ \ I \ \ \ \ \ \ \ ' \ \ ' ' \ \ \ \ \ \ I \ 1A I I I I I \ \ I I I I \ \ \ \ . 0 - ~ ' ~--0 ~ \ \ 3D - 4'--1112' (APPROX) \ ' I \ \ \---1--------1 I \ \ \ \ I \ \ \ ' ' ,3H ~ ~ i ~ 6'-1 11 ~PPROK)- ~ I ~ I 7 r @0 3Gl GENERAL FABRIC AND CABLE LAYOUT 3F, 4'--0 3/4" (APPROX) l ~ -~ - b L THIMBLE 03/8" ZIG-ZAG- STITCH -(FABRIC FABRIC POCKET SECTION A-A (TYPICAL) 6'-0" 1 '--9 3/4" (DESIGN LENGTH) CABLE QUICK LINK & TURNBUCKLE DETAIL (TYPICAL) CABLE DESIGN LENGTH , SHOP SECURED SWAGE (TYP,2) 03/8" CABLE CLAMPS· (TYP. 2) 6" C)si1 1111111~111111111 ' ' - SHOP SECURED SWAGEEND ... '-or SHOP SECURED SWAGEEND THIS END CAN BE ADJUSTED IN FIELD (UP TO 6" IF NEEDED) CABLE ASS EMBLY (TYPICAL) 03/8" THIMBLE SHOP SECURED (TYP. 1) THESE PLANS AND SPECIFI CATI ONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. a -"'"" ~ I 1A i);Jl'!ll~-~n Po,ts 111D -- CORPORA TE HEADQUARTERS 8505--A CHANCELLOR ROW DALLAS , TX, 75247 800--966--5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800--507--4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ' ' ' ' ' ' 0 .., M ~ -~ !::! "' C -:a, 0 f- "' =i u -z 0 .= u =i 0: f- "' z 0 u 0: 0 LL w "' <C w ...J w 0: u z (!) z w ~ :I: u ~ C w .... <C C z 0 .... C. 0: u "' w C > w 0: Eng.By: JO 05/21113 Design By: FPRE 05/21/13 Approved By : JO 05/21113 DRAWING DESCRIPTION: FABRICS LAYOUT DWG. 38234-3.2 PAGE 1001 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -.,., ""'! 01 N .,., 0 "' ~ " ~ ~ -0 "-"- 8 co 0 ~ 0 N ~ 8 .,., ~ -0 ~ >->- -0 co ---"' "' N 6 0- 6 c' .,-" " " " -~ 51 ~ -?l -~ .si C V) ~ l ~ " V) " u " " ~ " E ~ " ·l w "' (!) -~ "]1 -a '" ,B C -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/1..S 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C--3449 City Dwg Number P--5225--S Project Manager JB Principal RV Tensile Details L 1 ~22 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311y'Mthou1firir. cblairirg wrnen perr1i99ion PM con9ent 0rc11 rP1 ur813N. a. " l PLAN NORTH 26'-0" / ~ 13'-0" 13'-0" FOR TRUE NORTH SEE CUSTOMER'S 1A 1B ~ I I : SITE PLAN -J -~ I I \ I I \ I I \ I \ I 6 \ ' "' "' I \ I \ I \ I \ I 8 11 11 ------ 1F 1E 11'-10 1/2" 11'-10 1/2" 23'-911 TOP VIEW (FABRICS OMITTED FOR CLARITY) (SEE ELEVATIONS@ PAGE 3000) -• ll. 1B 1E :=t -----' ----f--n r / ------- " L -~ 6 ' "' -[WOOD .. ► BEAMS C ~ -- -- I {BY OTHERS) • • '.'.!!: '.'.!!: • -~ '.'.!!: ,-. 6 ,-. -_, _, co "' ' "' -<t ~ ' -"' -6 6 ' ' b b -~ r FOR FOOTING AND MOUNTING {FINISHED DETAILS REFER TO PAGES SURFACE -·I ( 3000 & 3001 1A 1F ' ' 1B ~-'fE 1C 1 F 1D 1E FRONT ELEVATION 1D (FABRICS OMITTED FOR CLARITY) (SEE ELEVATIONS@ PAGE 3000) May 05, 2015 -4:LQPM J :\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .23 Tensile Details.dwg L y-WOODBEAMS {BY OTHERS) 1C I I ~ "' --' " "' I I I I I ~~ 1D / i ' l WOODBEAMS {BY OTHERS, -' i'OUNTING TBD) [__ • '.'.!!: • -'.'.!!: ,-. -_, "' "' -' "' - {FINISHED SURFACE 1A 1B SIDE ELEVATION 1C (FABRICS OMITTED FOR CLARITY) (SEE ELEVATIONS@ PAGE 3000) THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. a _~ ~ I 1A i);Jl'!II~-~n Po,ts 111D -- CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFICATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ' (!) ' z ' w ' ~ ' :I: ' u ~ 0 -, C M ~ w -... ~ !::! <C "' C C -:a, 0 f- "' =i u -z 0 .= z u 0 =i ... 0: ll. f-0: "' z u 0 "' u w C 0: 0 LL w "' <C w ..J w 0: u > w z 0: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By : JO 05/21/13 DRAWING DESCRIPTION: VIEWS AND DETAILS DWG. 38234-3.2 PAGE 2000 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C "' ·-"! 01 C N "' 0 "' C ~ " ~ 0 ~ CJ --0 a. "-"-- C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI "' Cf) -a ~ -0 ~ C >->- 0 w .a .. -0 :::, co ---"' "' -N 6 0- GI 6 0 c' .. .,-" :::, " " " .. -~ 51 "' ~ GI .. 1--·-.c -"' ?l .. -~ .si 0 C V) D. GI ~ l a. ~ " V) " 0 u " "' " ~ " E ~ " ·l "' (!) -~ ']1 w -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJlS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~23 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all remn all copyrights, stallOIY arid corrmon law rght with regard to Ihese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, inoludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrnen perr1i99ion PM con9ent "rc'l1 rP1 ur813N. a. " l L PLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN May 05, 2015 -4:LQPM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .24 Tensile Details.dwg (SEEP 6 ' ~ 0 0 • c::, k>' 'll "' "l ' ~ ~ -"l oc = 0.000 1 (SEE PAGE 3001 13'-0" .g, ·o. 26'-0" 13'-0" T C = 0.000 1 (SEE P GE 3001) .,--------,t-------., 11'-10 1/2" □ □ □ □ ~-'7 -"• T C = 0.000 1 (SEEP GE 3001 • ~ .';' ~ 0 23'-9" □ FOUNDATION LOCATION PLAN (ELEVATIONS ARE IN FEET) (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) 11'-10 1/2" oc = 0.000 1 (SE PAGE 3001) • "' ,§>" TOC = 0.000 1 (SEE PA E 3001 "' C) 6 ~ ~ 0 • 0 0 SPECIAL NOTES 1.-ALL DIMENSIONS ARE SHOWN IN, FEET-INCH. 2.-ALL ELEVATIONS ARE SHOWN IN FEET. 3.-THE DIFFERENCE IN ELEVATIONS BETWEEN COLUMNS IS NOT CONSIDERED IN THE DIMENSIONS SHOWN AT THIS FOUNDATION LOCATION PLAN, SO ALL DIMENSIONS ARE THESE PLANS AND SPECIFI CATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS . TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B 0 ., M ~ -~ !::! "' C -:a, 0 ... "' =i (.) -z 0 .= (.) =i 0: ... "' z 0 (.) 0: 0 LL w "' <C w .J w 0: (.) z (!) z w ~ :I: (.) ~ C w ... <C C z 0 ... c.. 0: (.) "' w C > w 0: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By : JO 05/21/13 DRAWING DESCRIPTION: FOUNDATION PLAN DWG. 38234-3.2 CONSIDERED AS "HORIZONTAL PROJECTION". 1--PA_G_E------------; 3000 4.-FOR MORE INFORMATION ABOUT FOOTING($) DETAIL(S); PLEASE SEE PAGE 3001. 5.-ALL ENTRY HEIGHTS ARE MEASURED FROM "TOC" (TOP OF CONCRETE). REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C .,., ·-"! 01 C N .,., 0 "' C ~ ": CJ ~ ~ CJ --0 a. u.. u.. - C 8 co 0 c:n ~ 0 01 ·-8 ~ "' GI .,., Cf) -a ~ -0 ~ C >->- CJ w .a .. -0 :::, co ---"' "' -N 6 0- GI 6 0 c' .. .,-" :::, " " "C .. -~ 51 "' ~ GI .. 1--·-.c -"' ?l .. -~ .si CJ C V) D. GI ~ l a. ~ " V) " CJ u " "' " ~ " E ~ " ·l "' (!) -~ "]1 w -a '" .B C -CJ N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~24 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrtten perr1i9sion PM consent 0rc11 rP1 ur813N. a. " l L REINFORCED CONCRETE NOTES 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE. CONCRETE SPECIFICATIONS , SHALL BE AS FOLLOWS: -28 DAY STRENGTH: 2500 PSI -SLUMP: 3-5 -PORTLAND CEMENT SHALL CONFORM TO C-150 -AGGREGATE SHALL CONFORM TO ASTM C-33 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60; AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3.-ALL ANCHOR BOLTS SET IN NEW CONCRETE {WHEN APPLICABLE) SHALL COMPLY WITH ASTM F-1554 GRADE 55 (GALVANIZED). 4.-ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 5000 PSI , AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109, ASTM C939, ASTM C1090, ASTM C1107, WHEN APPLICABLE. 5.-SOIL PARAMETERS FOR FOOTING ANALYSIS; GEOTECHNICAL REPORT PREAPRED BY LEIGHTON CONSULTING, INC. DATED ON AUGUST 19, 2009. TABLE 1806.2, CLASS: 4 " ~ ~ -• ~ N ' N • ~ ~ -~ 6'-011 (SQ) 3'--0" ~- X r -,/ 114 I./ cTYP 0 /)'-_-•, I V I 0 -' -- I I C ~ j"THKPL 11" ~- 1'-2" 2'-10" CONCRETE CAP TOP VIEW (SCHEMATIC VIEW ONLY) POUR BACK BY OTHERS COLUMN ' 0 ' "' a. 5 w f-w 11". t) z 0 u 6 ~ ' "' SIX 01 1/4" x 36" ANCHOR BOLTS HW. HEX. NUTS (3), FLAT WASHER (2) LOCK WASHER 3/8" FOAM WRAP WITH MASTIC SEALANT TOC • • PROVIDE TAPER STD. SLOPE (1 :12) I #4 REBAR LOUP / I / • • • • 11 !z 11 w II ~ II w II SID;-,-----" jjj z ::;;; ~ I • I I I I 'P' • • • • • • SPREAD FOOTING (SCHEMATIC VIEW ONLY) 2"GROUT • • (ONLY FOR COLUMNS 1A, 1C, 1DAND 1F) • • May 05, 2015 -4:LQPM J :\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .25 Tensile Details.dwg FINISHED SURFACE FOOTING REINFORCEMENT TOP&BOTTOM 9 #5@ 8" O.C. E.W. (TYP UN) PLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN 6'-011 (SQ) 3'-0" 1· I~ ~ -• ~ N ' N • ~ ~ 1- POUR BACK BY OTHERS EIGHT011/4"x36"ANCHORBOLTS HW. HEX. NUTS (3), FLAT WASHER (2) LOCK WASHER ~ TOC \ 0 • • • f-z z ::;;; w ::;;; ~ Cl w 0 ID ' "' jjj z ::;;; 6 O') 4'-10" CONCRETE CAP 1 1/4" THK PL 1 -- 2'-0" /' X) I ,,, r-· I 0 o · □ a c 0 □ □ ~ 1'-51/2" 1'-5 1/2" --- 3'-2" TOP VIEW (SCHEMATIC VIEW ONLY) COLUMN I . \ ( ~ ,c I I Ii • ~ • T 11 11 I 11 11 I 11 11 I 11 11 I " " cp I • • 1 ,-0 ' "' 11, l / 0 Y I a. 5 0 w f-' -w -11". t) 1 z 0 t) 0 ~ ' "' -- 3/8" FOAM WRAP WITH MASTIC SEALANT #4 REBAR LOUP PROVIDE TAPER STD. SLOPE (1:12) I I FINISHED SURFACE 2"G~OUT • • • FOOTING REINFORCEMENT TOP&BOTTOM 9 #5 @ 8" O.C. E.W. • • • • • • . ,,_ \ . . • SPREAD FOOTING (SCHEMATIC VIEW ONLY) (ONLY FOR COLUMNS 1B & 1E) THESE PLANS AND SPECIFI CATIONS ARE THE PROP ERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. a _~ ~ I 1A i);Jl"lll~-~n Po,ts 111D -- CORPORA TE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ' ' ' ' ' ' 0 -, M ~ -~ !::! "' C -:a, 0 f- "' =i u -z 0 .= u =i 0: f- "' z 0 u 0: 0 LL w "' <C w _,J w 0: u z (!) z w ~ :I: u ~ C w f- <C C z 0 f-C. 0: u "' w Cl > w 0: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By : JO 05/21/13 DRAWING DESCRIPTION: FOOTING DETAILS DWG. 38234-3.2 PAGE 3001 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI 'V C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -.,., "'! 01 N .,., 0 "' ~ " ~ ~ -0 "-"- 8 co 0 ~ 0 N ~ 8 .,., ~ -0 ~ >->- -0 co ---"' "' N 6 0,. 6 c' .,-" " " " -~ 51 ~ -?l -~ .si C V) ~ l ~ " V) " u " " ~ " E ~ " ·l w "' (!) -~ ']1 'V '" C .B -0 N ~ co -0,. co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJlS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~25 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all remn all copyrights, stallOIY arid corrmon law rght with regard to Ihese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, inoludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311y'Mthou1firir. cblairirg wrnen perr1i99ion PM ccn9ent "rc'l1 rP1 ur813N. a. " l L GENERAL NOTES DESIGN LOADS BUILDING CODE LIVE LOADS SNOW LOAD WIND LOADS CBC 2010 (BASED ON IBC 2009) 5 PSF 5 PSF 90 MPH (3-SEC GUST) EXPOSURE: C STRUCTURAL STEEL 1.-ALL STRUCTURAL SHAPES SHALL BE COLD FORMED ASTM A847 (CORTEN STEEL), UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS: ASTM A847 8 X 8 X 0.375 50,000 PSI YIELD STRESS / 70,000 PSI TENSILE STRESS 2.-ALL PLATES PRODUCTS SHALL COMPLY WITH ASTM A588 (CORTEN STEEL). 3.-STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 4.-ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 SPECIFICATIONS. ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. ALL WELDS SHALL BE MADE USING E70XX .045 WIRE. 5.-SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELD WELDS SHALL NOT BE ALLOWED. FABRIC SPECIFICATION 1.-FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. 2.-FABRIC SPECIFICATIONS: -TEAR STRENGTH -BURST STRENGTH -FADING SOLID COLORS STRIPE COLORS WARP 220.46 LB WARP 182.98 LB WEFT 462.97 LB WEFT 401.24 LB 37.71 PSIA 33.07 PSIA MINIMUM FADING AFTER 5 YEARS ASTM SPECS D2261 D2261 D6797 -LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS EXPOSURE TO THE SUN 3.-FIRE TEST ON FABRIC: NFPA 701 TEST 2 AND ASTM E 84 -FLAME SPREAD INDEX (FSI) 10 -SMOKE DEVELOPED INDEX (SDI): 50 4.-THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH -1200 DENIER. CHAINSTITCH THREAD -2400 DENIER. AIRCRAFT CABLE 1.-WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OF 14,500 LBS (3/8" DIAMETER). 2.-CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED) REACH A TAUNT APPEARANCE. ANY LONG TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED. SPECIAL NOTES 1.-CABLE SHALL BE COATED WITH CLEAR COAT WEATHER PROOFING. 2.-SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY LANDSCAPE ARCHITECT AND USA SHADE 3.-CONTRACTOR SHALL SUBMIT SAMPLES OF FABRIC AND AIRCRAFT CABLE FOR APPROVAL. BUILDING SHADE STRUCTURE SEE PAGE 2000 CODE ANALYSIS OCCUPANCY CONSTRUCTION TYPE u V-B May 05, 2015 -4:LQPM J :\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .26 Tensile Details.dwg AREA(SQF) OCCUPANTLOAD 693 N/A -4 "'1... LJ.'_s __ _....----__..J -.../!"" I ,r1A r3D 3C ITEM QTY. 1A 1 1B 1 2 1 3A 1 3B 1 3C 1 30 1 3E 1 4 4 5 4 EXISTING COLUMN (BY OTHERS) ,r1B ' 2 3A 3B ISOMETRIC VIEW LIST OF MATERIALS DESCRIPTION MATERIAL/ DWG. COLUMN 1A ASTM A847 8 X 8 X 0.375 COLUMN 1 B ASTM A847 8 X 8 X 0.375 FABRIC TOP HOPE MESH 03/8" STEEL CABLE ASS EMBLY 3A GALVANIZED STEEL 03/8" STEEL CABLE ASS EMBLY 3B GALVANIZED STEEL 03/8" STEEL CABLE ASSEMBLY 3C GALVANIZED STEEL 03/8" STEEL CABLE ASS EMBLY 30 GALVANIZED STEEL 01 /2" STEEL CABLE ASS EMBLY 3E GALVANIZED STEEL TURNBUCKLE 4 (JAW-JAW) 3/4" x 6" (GALV.) 5/8" QUICK LINK ---- SMI PART No. --- --- --- CLD-1-SAI-CBA-3/8"-41'-2 3/8" CLD-1-SAI-CBA-3/8"-24'-9 3/8" CLD-1-SAI-CBA-3/8"-22'-6 1/2 " CLD-1-SAI-CBA-3/8"-16'-9 1/2" CLD-SAI-CBA-1 /2"-4'-4 1/4" ---- (REF PEGUET, MRDZ16.0) 4 EXISTING COLUMN (BY OTHERS) WARNING. FABRIC TOP NEEDS TO BE REMOVED IN WINTER 5 PSF OF SNOW MAXIMUM ALLOWED FABRIC TOP NEEDS TO BE REMOVED IF WINDS EXCEEDING 90 MPH ARE ANTICIPATED THESE PLANS AND SPECIFI CATIONS ARE THE PROP ERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. a _~ ~ I 1A i);.::!1'!11~-~n Po,ts 111D -- CORPORA TE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ' ' ' ' ' ' 0 -, M ~ -~ !::! "' C -:a, 0 ... "' =i (.) -z 0 .= (.) =i 0: ... "' z 0 (.) 0: 0 LL w "' <C w ...J w 0: (.) z (!) z w ~ :I: (.) ~ C w ... <C C z 0 ... c.. 0: (.) "' w C > w 0: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By : JO 05/21/13 DRAWING DESCRIPTION: NOTES/ LOM DWG. 38234-2.2 PAGE 1000 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -.,., "'! 01 N .,., 0 "' ~ " ~ ~ -0 "-"- 8 co 0 ~ 0 N ~ 8 .,., ~ -0 ~ >->- -0 co ---"' "' N 6 0- 6 c' .,-" " " " -~ 51 ~ -?l -~ .si C V) ~ l ~ " V) " u " " ~ " E ~ " ·l w "' (!) -~ "]1 -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~26 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all remn all copyrights, stallOIY arid corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, inoludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tered In ~ v.w, nor assignee toa third :>311y'Mthou1firir. cblairirg wrnen perr1i99ion PM con9ent "rc'l1 rP1 ur813N. a. " l L SYMBOLOGY ,,.--...... CONNECTION'S LEVEL '-.___,/ (M EASURED FROM FINISHED SURFACE) □ FABRICID COLUMN (BY OTHERS) 2'-10 114" (APPROX) 3D PLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN 3A BALL FIELD SIDE ~~---:_3C:1----------:J ________________ _ ~ ·>< ~~ .-1--11 \ I '-+-1 ---- TYP)-114-"' / 1/4 17 , I e --__ /1A 0318" THIMBLE ITEM5 f ' ;«j /j/ " EE GUSSET PLATE 314" THK \ DETAIL 1 ITEM 1 (TYPICAL) May 05, 2015 -4:LQPM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .27 Tensile Details.dwg CABLE CLAMPS (2 PER EACH CABLE) "' a. _, a. "'< - 4" (MIN) GUSSET PLATE (TYPICAL) GENERAL FABRIC AND CABLE LAYOUT 36 THIMBLE 0318" THIMBLE 0112" ZIG-ZAG STITCH FABRIC POCKET FABRIC SECTION A-A (TYPICAL) COLUMN (BY OTHERS) s•-01, 1'-9 314" (DESIGN LENGTH) 4 QUICK LINK & TURNBUCKLE DETAIL (TYPICAL) CABLE DESIGN LENGTH SHOP SECURED SWAGE (TYP,2) 0318" CABLE CLAMPS I (TYP. 2) 6" ::rrmIIIIIOIEir====I- SHOP SECURED SWAGEEND SHOP SECURED SWAGEEND THIS END CAN BE ADJUSTED IN FIELD (UP TO 6" IF NEEDED) CABLE ASSEMBLY (TYP ICAL FOR 3A, 3B, 3C AND 3D) LENGTH = 4'-4 114" 0318" THIMBLE SHOP SECURED (TYP. 1) SHOP SECURED \ SWAGE (TYP, 3) \ I [[]H[IIJI[I[[]~ FaITIT[~[[]H!IIIIIIIIIHIIIIIIm() CABLE ASS EMBLY (CAB LE 3E, ONLY) CABLE THESE PLANS AND SPECIFI CATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WR ITTEN PERMISSION. USASHADE & Fabric structures, Inc. CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COS TA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHER N CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFICATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B 0 -, M ~ -~ !::! "' C -:a, 0 ... "' =i (,) -z 0 .= (,) =i 0: ... "' z 0 (,) 0: 0 LL w "' <( w ..J w 0: (,) z (!) z w ~ :I: (,) ~ C w ... < C z 0 ... a. 0: (,) "' w C > w 0: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By : JO 05/21/13 DRAWING DESCRIPTION: FABRICS LAYOUT DWG. 38234-2.2 PAGE 1001 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -"' ""! 01 N "' 0 "' ~ " ~ ~ -0 "-"- 8 co g ~ N ~ 8 "' ~ -0 ~ >->- -0 co ---"' "' N 6 0- 6 c' .,-" " ~ -~ 51 ~ -?l -~ .si C V) ~ l ~ " V) " u " " " E ~ " ·l w j "' -~ "]1 -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~27 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrtten perr1i9sion PM consent 0rc11 rP1 ur813N. a. " l L PLAN NORTH /~ FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN 5' - ~ -_J 0 0 - 5' 0 .... -' 0 - ~ ·- " I L r- 1A May 05, 2015 -4:L 1 PM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .28 Tensile Details.dwg • (') ' "' - COLUMN (BY OTHERS) I ----• I I I I I I / ----I --' 1A 24'-0" r FOR FOOTING AND MOUNTING " -', DETAILS REFER TO PAGE 3000 ! FRONT ELEVATION (SE E ELEVATIONS@ PAGE 3000) BALL FIELD SIDE 48'-0" --- ~ --- 1B TOP VIEW (FABRICS OMITTED FOR CLARITY) (SEE ELEVATIONS@ PAGE 3000) rFINISHED / SURFACE --- / / / / / / ~ ;J / EXISTING COLUMN -' I (BY OTHERS) --- / / / / / / / / 24'-0" 1A ... 1B -.,, ~ <( -_J 0 a,: 0 LU---LL Z ~ Ill ::; ::::l --<( a_ _J 0 0 13 j>:: ' in 0 ---1o ~ -5' 0 - 1A 1B -COLUMN I (BY OTHERS) - -/ / / / ) ✓-'. SURFACE / FINISHED SIDE ELEVATION (SEE ELEVATIONS@ PAGE 3000) 7 I ' / EXISTING COLUMN (BY OTHERS) I 'I I I I I I I I I I 7 ' I ----,- THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. a _~ ~ I ii\ i;Jl'!ll~-I ~n Por-tS 11111 _,- CORPORA TE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHER N CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ' ' ' ' ' ' 0 -, M ~ -~ !::! "' C -:a, 0 >- "' =i (,) -z 0 .= (,) =i a,: >- "' z 0 (,) a,: 0 LL w "' <( w _,J w a,: (,) z (!) z w ~ :I: (,) ~ C w >-<( C z 0 >-C. a,: (,) "' w C > w a,: Eng.By: JO 05/21/13 Design By: FPRE 05/21/13 Approved By : JO 05/21/13 DRAWING DESCRIPTION: VIEWS AND DETAILS DWG. 38234-2.2 PAGE 2000 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C "' ·-"! 01 C N "' 0 "' C ~ ": 0 ~ ~ CJ --0 a. "-"-- C 8 co 0 c:n ~ 0 01 ·-8 ~ "' GI "' Cf) -a ~ -0 ~ C >->- 0 w .a .. -0 :::, co ---"' "' -N 6 0- GI 6 0 c' .. .,-" :::, " " " .. -~ 51 "' ~ GI .. 1--·-.c -"' ?l .. -~ .si 0 C V) D. GI ~ l a. ~ " V) " 0 u " "' " ~ " E ~ " ·l "' (!) -~ "]1 w -a '" ,B C -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJlS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~28 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrtten perr1i9sion PM con9ent 0rc11 rP1 ur813N. a. " l L REINFORCED CONCRETE NOTES PLAN NORTH BALL FIELD SIDE 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE. CONCRETE SPECIFICATIONS , SHALL BE AS FOLLOWS: -28 DAY STRENGTH: 2500 PSI -SLUMP: 3-5 -PORTLAND CEMENT SHALL CONFORM TO C-150 -AGGREGATE SHALL CONFORM TO ASTM C-33 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60; AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3.-ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE) SHALL COMPLY WITH ASTM F-1554 GRADE 55 (GALVANIZED). 4.-ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 5000 PSI, AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109, ASTM C939, ASTM C1090, ASTM C1107, WHEN APPLICABLE. 5.-SOIL PARAMETERS FOR FOOTING ANALYSIS; GEOTECHNICAL REPORT PREAPRED BY LEIGHTON CONSULTING, INC. DATED ON AUGUST 19, 2009. TABLE 1806.2, CLASS: 4 ~ 0 (/) -~ "' 0 ' -~ PJP 114 3116 FOUR 01 1/4" x 36" ANCHOR BOLTS HVY. HEX. NUTS (3), FLAT WASHER (2) LOCK WASHER POUR BACK BY OTHERS FINISHED SURFACE 1" \ /i'./'>:: /'-. '/ / /./ /,_/ >>::-; //// ' '•. ', ''>'; ··>:'./''-, // v., / /,./ / / ~ z 1o ::;: -• "' II \\ 0 1'-5" (SQ) TOP VIEW II TIES#4 VERTICAL REBAR5#8 1 1/4" THK PL (PLT-018) COLUMN ., 3/8" FOAM WRAP WITH ' MASTIC SEALANT PROVIDE TAPER I STD SLOPE (1:12) / TDC .. 7 /-;>///< ;<>:>;<<·::<' ./ //\ '/,, ' ~' /' ',, ' ,,., ',, ',,,~ ' . .,.,~ '/"-~-·' ', I #4 REBAR LOUP 2"GROUT tt / TT n · "C 11 I 11 f--~----:-:--r--~----z 1,-, w ::;; ,---Ti--__ T ____ Cl w I 11 11 !D I 11 I 11 ::;: w :---ti--,--~----1o z @ ::. o_ 0 I 11 11 (/) "' ,----i-1--T ---i-- - - -M ~---~ --+--~ ----~ -I I b I _, ~------1 _______ 0 ~ 0 I I ~ I @ I o_ < > (/) I ~ I 1< --...._ (/) ' w c::: > ~ -' .._ -----I l ------r--------1---~ 2'-6" FOOTING (RECESSED BASE PLATE, RBP) (USE FOR NON-CONSTRAINED CASES) May 05, 2015 -4:L 1 PM J :\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 .29 Tensile Details.dwg 3" (MIN, TYP UN) FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN COLUMN (BY OTHERS) TOC = 0.000$ 1 STRUCTURAL NOTES: 24'-0" 1.-IS NOT RESPONSIBILITY OF USA SHADE STRUCTURES TO VERIFY IF THE EXISTING STRUCTURE AND/OR FOUNDATION ARE AVAILABLE AND/OR CAPABLE TO SUPPORT THE REACTIONS SHOWN IN THE NEXT TABLE ENVELOPE JOINT REACTIONS PLEASE REFER TO THE NEXT TABLE FOR DETAILED JOINT REACTIONS. NOTES: 1.-THE "REACTION FORCES" TABULATED BELOW REPRESENT THE LOADS EXERTED BY THE ANALYZED STRUCTURE ONTO ITS SUPPORTS. 2.-THE FORCES TABULATED BELOW ARE UNFACTORED, WORKING LOADS BASED ON ANALYSIS CASES 48'-0" (TYP, UN) TDC= 00~~ FOUNDATION LOCATION PLAN (ELEVATIONS ARE IN FEET) (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) 8" (SQ) z 241--0" 4" (MIN) I I I .~ \ I I 1 3/8" I I : ~-~~;y-_J_~ SECTION 8-8 (GUSSET PLATE, BY OTHERS) (DIMENSIONS , SUGGESTED) COLUMN (BY OTHERS) DETAIL 2 DETAIL 3 SUPPORT'S REACTIONS MAXIMUM SHEAR (X) MAXIMUM SHEAR (Z) MAXIMUM AXIAL (Y) MAXIMUM UPLIFT -4.032 KIP 3.174 KIP 1.558 KIP -2.096 KIP SUPPORT'S REACTIONS MAXIMUM SHEAR (X) MAXIMUM SHEAR (Z) MAXIMUM AXIAL (Y) MAXIMUM UPLIFT 3.381 KIP 1.320 KIP 0.969 KIP -0.640 KIP SPECIAL NOTES 1.-ALL DIMENSIONS ARE SHOWN IN, FEET-INCH. 2.-ALL ELEVATIONS ARE SHOWN IN FEET. 3.-THE DIFFERENCE IN ELEVATIONS BETWEEN COLUMNS IS NOT CONSIDERED IN DIMENSIONS SHOWN AT THIS FOUNDATION LOCATION PLAN, SO ALL DIMENSIONS CONSIDERED AS "HORIZONTAL PROJECTION". 4.-ALL ENTRY HEIGHTS ARE MEASURED FROM "TOC" (TOP OF CONCRETE). THESE PLANS AND SPECIFI CATIONS ARE THE PROP ERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B 0 -, M ~ -~ !::! "' C -:a, 0 f- "' =i (.) -z 0 .= (.) =i 0: ... "' z 0 (.) 0: 0 LL w "' <C w .J w 0: (.) z (!) z w ~ :I: (.) ~ C w f- <C C z 0 f- Q,. 0: (.) "' w Cl > w 0: Eng.By: JO 05/21113 Design By: FPRE 05/21113 Approved By : JO 05/21113 DRAWING DESCRIPTION: FOOTING DETAILS THE DWG. ARE PAGE REV. 38234-2.2 3000 NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C .,., ·-""! 01 C N .,., 0 "' C ~ " ~ 0 ~ CJ --0 a. u... u... - C 8 co 0 c:n ~ 0 "' ·-8 ~ "' GI .,., Cf) -a ~ -0 ~ C >->- 0 w .a .. -0 :::, co ---"' "' -N 6 0- GI 6 0 c' .. .,-" :::, " " "C .. -~ 51 "' ~ GI .. 1--·-.c -"' ?l .. -~ .si 0 C V) D. GI ~ l a. ~ " V) " 0 u " "' " ~ " E ~ " ·l "' (!) -~ "]1 w -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJlS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~29 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all remn all copyrights, stallOIY arid corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, inoludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrnen perr1i99ion PM con9ent 0rc11 rP1 ur813N. a. " l L GENERAL NOTES DESIGN LOADS BUILDING CODE LIVE LOADS SNOW LOAD WIND LOADS CBC 2010 (BASED ON IBC 2009) 5 PSF 5 PSF 90 MPH (3-SEC GUST) EXPOSURE: C STRUCTURAL STEEL 1.-ALL STRUCTURAL SHAPES SHALL BE COLD FORMED ASTM A847 (CORTEN STEEL), UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS: ASTM A847 12.00 x 12.00 x 0.0.375 50,000 PSI YIELD STRESS / 70,000 PSI TENSILE STRESS 2.-ALL PLATES PRODUCTS SHALL COMPLY WITH ASTM A588 (CORTEN STEEL). 3.-STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 4.-ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 SPECIFICATIONS. ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. ALL WELDS SHALL BE MADE USING E70XX .045 WIRE. 5.-SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELD WELDS SHALL NOT BE ALLOWED. FABRIC SPECIFICATION 1.-FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. 2.-FABRIC SPECIFICATIONS: -TEAR STRENGTH -BURST STRENGTH -FADING SOLID COLORS STRIPE COLORS WARP 220.46 LB WARP 182.98 LB WEFT 462.97 LB WEFT 401.24 LB 37.71 PSIA 33.07 PSIA MINIMUM FADING AFTER 5 YEARS ASTM SPECS D2261 D2261 D6797 -LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS EXPOSURE TO THE SUN 3.-FIRE TEST ON FABRIC: NFPA 701 TEST 2 AND ASTM E 84 -FLAME SPREAD INDEX (FSI) 10 -SMOKE DEVELOPED INDEX (SDI): 50 4.-THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH -1200 DENIER. CHAINSTITCH THREAD -2400 DENIER. AIRCRAFT CABLE 1.-WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OF 14,500 LBS (318" DIAMETER) 2.-CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED) REACH A TAUNT APPEARANCE. ANY LONG TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED. SPECIAL NOTES 1.-CABLE SHALL BE COATED WITH CLEAR COAT WEATHER PROOFING. 2.-SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY LANDSCAPE ARCHITECT AND USA SHADE 3.-CONTRACTOR SHALL SUBMIT SAMPLES OF FABRIC AND AIRCRAFT CABLE FOR APPROVAL. CODE ANALYSIS BUILDING OCCUPANCY CONSTRUCTION TYPE AREA (SQF) OCCUPANT LOAD SHADE STRUCTURE u V-B 1795 NIA SEE PAGE 2000 May 05, 2015 -4:L 1 PM J :\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Construction\L 1 ,30 Tensile Details.dwg 1C 1B 3A 1A 1H 4 5 LIST OF MATERIALS ITEM QTY. DESCRIPTION MATERIAL/ DWG. 1A 1 COLUMN 1A (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1B 1 COLUMN 1 B (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1C 1 COLUMN 1 C (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1D 1 COLUMN 1 D (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1E 1 COLUMN 1 E (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1F 1 COLUMN 1 F (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1G 1 COLUMN 1G (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 1H 1 COLUMN 1 H (CUSTOM) ASTMA847 12.00 X 12.00 X 0.375 2A 1 FABRIC TOP 2A HOPE MESH 2B 1 FABRIC TOP 2B HOPE MESH 3A 1 03/8" STEEL CABLE ASSEMBLY 3A GALVANIZED STEEL 3B 1 03/8" STEEL CABLE ASSEMBLY 3B GALVANIZED STEEL 3C 1 03/8" STEEL CABLE ASSEMBLY 3C GALVANIZED STEEL 3D 1 03/8" STEEL CABLE ASSEMBLY 3D GALVANIZED STEEL 3E 1 03/8" STEEL CABLE ASSEMBLY 3E GALVANIZED STEEL 3F 1 03/8" STEEL CABLE ASS EMBLY 3F GALVANIZED STEEL 3G 1 0318" STEEL CABLE ASSEMBLY 3G GALVANIZED STEEL 3H 1 03/8" STEEL CABLE ASSEMBLY 3H GALVANIZED STEEL 4 8 TURNBUCKLE 4 (JAW-JAW) 3/4" x 6" (GALV.) 5 8 5/8" QUICK LINK ---- ', ' • -I ---i - I I I I_~ 3F 1G ISOMETRIC VIEW SMI PART No. --- --- ---- --- ---- ---- ---- --- --- ---- CLD-1-SAI-CBA-3/8"-23'-4 3/8" CLD-1-SAI-CBA-3/8"-17'-1" CLD-1-SAI-CBA-3/8"-41'-101/2" CLD-1-SAI-CBA-3/8"-40'-10 1/4" CLD-1-SAI -CBA-3/8"-38'-10 114" CLD-1-SAI-CBA-3/8"-27'-1 O" CLD-1-SAI-CBA-3/8"-20'-1 O" CLD-1-SAI-CBA-3/8"-18'-2 3/4" --- (REF PEGUET, MRDZ16.0) 1E WARNING. FABRIC TOP NEEDS TO BE REMOVED IN WINTER 5 PSF OF SNOW MAXIMUM ALLOWED FABRIC TOP NEEDS TO BE REMOVED IF WINDS EXCEEDING 90 MPH ARE ANTICIPATED THESE PLANS AND SPECIFI CATIONS ARE THE PROP ERTY OF USA SHADE AND FABRIC STRUCTURES, INC. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric structures, Inc. CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS , TX, 75247 800-966-5005 WEST COAST HEADQUARTERS 350 KALMUS DR . COSTA MESA, CA, 92626 800-507-4233 REGIONAL OFFICES: PALM DESERT, CA -NORTHERN CA - NEW JERSEY -ARIZONA -NEVADA HOUSTON -AUSTIN CERTIFICATIONS: IAS CERTIFI CATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA) 355 CUSTOMER: CITY OF NEWPORT BEACH PROJECT NAME: SUNSET RIDGE PARK LOCATION: IRVINE, CA PROJECT NUMBER. 38234 STRUCTURE TYPE: TENSION SAILS (CUSTOM) SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B 0 -, M ~ -M !::! "' C -:a, 0 ... "' =i (.) -z 0 .= (.) =i 0: ... "' z 0 (.) 0: 0 LL w "' <C w ...J w 0: (.) z (!) z w ~ :I: (.) ~ C w ... <C C z 0 ... C. 0: (.) "' w C > w 0: Eng.By: JO 05/23113 Design By: OR-JO 05/23/13 Approved By : JO 05/23113 DRAWING DESCRIPTION: NOTES/ LOM DWG. 38234-4.0 PAGE 1000 REV. NC I RECORD SETI Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. c:n C ·-C C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. "' GI .. ·-.c "' .. 0 GI a. 0 "' 0 Sl -.,., "! 01 N .,., 0 "' ~ " ~ ~ -0 "-"- 8 co 0 ~ 0 N ~ 8 .,., ~ -0 ~ >->- -0 co ---"' "' N 6 0- 6 c' .,· " " " " -~ 51 ~ -?l -~ .si C V) ~ l ~ " V) " u " " ~ " E ~ " ·l w "' (!) -~ "]1 -a '" C .B -0 N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02.21 13 2nd C.ONB Submittal JB/SH 05.2-113 Rcvisior SubmittaJ JBJ\..S 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Tensile Details L 1 ~30 71esa dlll\\1ngs are lnslrumantscf S8MC8. EPTDESION st-all r91Rn all copyrights, stllcory and corrmon law rght with regard to 1hese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrcis in all fornats, irloludilg prlrted ard dgltlzEd. T10se di!i.wlngs ara not to b9 a tersd In ~ v.w, nor assignee toa third :>311ywithou1firir. cblairirg wrtten perr1i99ion PM con9ent 0rc11 rP1 ur813N. a. " l SB 1' \ \ \ \ \ ) l Oct 29, 201 s -4:50PM J·\E07-500\E07-511 SU11set Ridga Park\CAD\Sheets\CDIJ;r.gation\l.2.01 Irrigation Plan.dwg ·---------- ElOST1'1GPAOPERJYUNEWAI.L B29 L 88 11/2", ,. \ P -OC.. FOR Te.lf'OFWn' FRGATION IN NOV AREA 1$'( OMRS) \ ADJACENT NOV AREA (SE 830 1' \ POLYOCN)-Pi-OIECI IN --~-=-- - ,o = L SB 1 1/2", 8 C31 SB 1' 33 C30 H 1F 1 1/2', H j / SB / / I / i -3 -' '. ----- \ ,fa \:' \ / j / f ! / : I ' J / • / ' _u ' ' ' ' ,, ; ! 56 SB ' . -- - ,, .. , ---·----'"' ----- 821 14 1' SB ORI' Et.lTIERSON\oEU.JPA W.OU. SEE DETAL M/l.2,07 """"""" """""' ' • ~--r«>re•>DNIH'El"l2 NOTE, ---""' '"t' . ' ':..._~• __ ,,,--/-,"' x ~1r L ---.7j:~ -\l:S"-_=·=~~--,o--" oc»ITROl..l..EAAE UJG&.TED IN PMK t.tAINTENRa RCXJM OF ''"'"" swee>B.J.SANDCONDUITWILl m:MDID Fa'I CONTROL WRES. yPY -----,-=--===_ ~--'"'--f---- ,;;;;,::,-D"-,-.-~ ;; ,, -If <~ / /J) i ! ;;,~-,:':~}' ,1'lf/ _' Ll r:1 .. _:,,: . --, ·I· I -,-, n-:n r 1 ' I =_I" 1 ,, \ ', :' \~ " \•?' - -f i - - \ !; I I I I _,_ ' ' --44------ H B37 51 1f H " 2' 1f zy I , / I ~~ _Cf)_ _-, ----- /;, "--1 I I I 1 -• I SEE A"ICHTEC!LfW.PL>NA-1. M 825 31 1 1/Z: SB M 826 22 1 1/2', TR L B27 14 11/2', SB H 834 11 11/'l', TF ------:;:::::----:::::::--=ii,J=--=I I I I 835 23 ----· I I I ~ I Iii I ~ I tll en ' w z :::; :c 0 < :; fflGJ,.TlON t..oiES: 1' SYN THE IRR!G/\110,I DESIGN IS Ol,-tlGIW,'MATIC. AU. PIPING, VALVES, EQUIPMENT, ETC~ wrTHIN PAVED A.'EAS 1$ FOR DESIGN CVfllFCATIOO ONLY Hf) SHALL SE NSTAl.1.EO IN THE PI.A'ffiNGAREAS IN AM'.NNERN3TOCQf'ORMWfTH1HEVAR!OUSDETAILS. NO EQUIPMENT ISTO BE PLACEDWJTHN WATER EASEMENTS 00 SCE FEE PAACS.S. MAINLit£ANO REMOTE cotflRCX. VALVES TO BE NSTALLEO IN PLANllNG AREASNID NOT1URF WHERE POSSIBLE. fAQ-1 <XlNmOl.LER SHALL ONl.YOPERATE ONEVAI..VE AT A TIME IRRIGATION LEGEND SYMBOL RAD. ""''· MODEL NO. wm-1 ' H Q A NOZZLE SIZE & TYPE ■ ~ ~ 2.5'/4 Rain Bird 1806-&\M-PRS -SO (F, H, Q) @ 0 6 cl ,, T= 570Z-6P-PRX-COM--F,H,Q,A @ @ @ &J ,0 Too 570Z-6P-PRX-COM-F,H,QA ill e e ~ " T= 570Z-6P-PRX--coM-F ,H,Q/1 • "' I, Iii ,S' T= 570Z-6P..PFIX-COM--F,H,Q,A. D B eJ 2,5'l4' Rain Bird 1812-&.M-PRS-SQ (F, H, 0) 0 y 'i ,;, ' ' Too 570Z-12P--PRX--OOM--F ,H,Q.A (D y -;, ., '" T= 570Z-12P--PRX--COM-F,H,Q.A <ID ,;, " ., ,z Toro 5701.-12P--PFO(--COM--F ,H,Q.A (l) -;, -;, <;' w T= 5'0Z. -12P --PRX--COM-f,H,Q.A ~ ' GSH 1/2-GPH-PC-OX8C05 - 8'B 8'B 4X18' T= 1806--SAM--PRS -(SST,LCS,RCS) • -RainBird RWS-B--C-1402 (.50 GPM) ~ ,. Too 570Z 12P-PFIX--COM--4S-SST-H 0~ '' Too TSP-SS--50 3S' Too TSP-SS--50 ~ " T= TSP-BS-50 0G) 00 Too TlP-SS-12 00 T= TW-SS.. r, 00 T= TTe'-SS-T 0) " H~,_ l-2S-OWJ.-OT 0 (i) fl-""' Toro 570Z-12P--PRN-TF ~ Toro 570Z-t2P--PRN-TA (, 5'-?0t Toro 570Z-12P--PRN-TQ ® 4' Domes1ic Warer Automatic Meter ' Reader (AMR) [""Ill ,_ 82SYD--4' Reduced Pressure Backflow Pre'\lellter H N:bco T-111 Ga!eVa!ve-Line Size 2 1/2' and smaller. e Griswold 2160-2' Solenoid Normally ~n MasterVafve ® Rain Master EVFM-Flow Sensor () Rain Bird 33-DNP -3/4' Qu,ck CoLlJ)lerVat,,e • Gliswold OW Salles Valve w/ Rainbird -PRF-100-RSY ~ Griswold ow series va1,e Cl Kjng Bros. Una Size Check Valve ~ Rafi Master Evolution DX2 [ID Jotm Deer 1111gat!on Booster Pump -@ -Spa.,e Wire P~II Box ---- - Mainline Lateral Line -----------PVC Slooves ----------- --MV /!S ___,,/ )1,-.J/tS--Communication Cable IRRIG.".TlON VALVE CALLOUT: LATERAL LINE SIZING CHART H,d,_ .,, Station No. ,, ~ro 1HELMffi>LSo:E X X-X"' X GeM 1 1/4" --l~lle>< X ,,,,. --· ' X PlantTwe ,. ---Mh'< ..... """Sl'EIS VaJve s~ -,~,v, ., • LA 1ERAL PIPE SIZING LEGEND SIZE 8'MBOL ·------· .,, 0-T 1' 7.1 -11 --· ---· 11/4' 11.1-18 ·-------,,,,. 18.1-28 ' • 28.1 -40 -----' ---... ,. .. ,,,,. 40.1-80 • 80.1-100 •• ' ,.,. - """" A. THE LATERAL LINE BEIV!£EN lVrO DENTlCAI... 10< WR<$ SHALL BESIZEOTHE&ME 8, MNlt.f...M Pf'E SIZE stW.l. BE 3/1 llAMETER c, FEFER TO GENERAL IRRG\Tl0-1 N01E8 FOR IRRG&.TDN stEEVING INR'.lR.MTION REFEATOSI-EETS (2,06 -L2,07 FORIFfllGS..TION LfGEN). t..oiESNI:> OETALS, 0 5 10 40 Feet Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z C) Cf) w 0 l- a.. w Consul1ant Revisions Cl) C C C 0 -Q. - C Cl) ·-.. .. .., C 0 .a .. :, - .c u .. 0 .. Q. 0 u .. .., C 0 - City Re,,ew Sel ' 1st CoNB SubrtitlBl 2nd CoNB Submtttal REl\/lsion Submittal 3rd CoNB Submtttal By Date ' - JOSS 02.2U3 JS 03.0B.13 ----... Jase 05,24.13 Je,LS 07,1!1,13 Je,LS 10.30.13 __ ,_ ------- -' ' APPROVAL RECOMMENDED: Andy Tr n, ACE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JS Principal RV Irrigation Plan L2.0i These d ""'"OS .,. --= °' """" cl'TDESIGN ""'' '""" "1"W\1<3. 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INSTAU.HEAOO 1'-0' FOOM '\ FENCECNEITt£RSCE, =====-~-". \ ! ! . \ '\ \ ',\ \ • \ MATCHLINE -SEE SHEET l2.04 Oct 29, 2013 -5:28PM J:'Ef',7 -si00\E07-si11 Sunset Ridge Park\CAD\Sheets\CO~rrigation\l2,03 lr,i geliGfl Plan.dwg L B7 41 11,?, SB H B6 53 2' TF H B5 2' H B4 2' H 83 2' H B2 H 53 TF 53 TF 53 TF 53 TF \, \\.,\ ------------\ -. L C3 1 ' H C4 2' H 55 2' TF H 07 53 2' TF H 08 53 11~ TF t / ' ;: I I I I I I I I '---• ---,·' _,,.,_ --- I I I I I I I I I I flRIGAllONNOIES: L M39 18 1' SB L A38 34 11~ SB M "37 25 11,?, TR L A38 11 11,?, TR L A38 23 11,?, SB L "" 20 1 1/2': SB L "33 23 11,?, SB L "32 25 11,?, SB L 02 28 1 1/2 SB lHE IFIRIWlllON DES8'1 IS DIA(3IW,Mf.TJC. AI.L PIPING, VALVES, EQUIPMENT, ETC SHOM< 'MJHIN PAVIDAAEAS IS FOl'I DESIGN CI.AAIFICATION ONLY ANDSt-W..L BE NSTALLED N THE PI.A'ffiNGAAEAS IN AM6J',t,1ERN?.TOOOlfORMWITHTI-EVAAIOJSDETM.S. /IOEQUPMENT IS TO BE PLACED WllHIN WATER 6'.SEMENTS OR CCC P/lRC!:l.S. MAINLNEAND REMOlE CONTROL VAL'-lff>TO BE NSTALLED IN Pl.ANTING AAEASANONOTlURFWHEAEPOSSIBLE. EACH CON1l'IOI..L.El stW..L ONLY OPERA.TE ot£ VALVE AT A TIME IRRIGATION LEGEND ""'"'' ""'· MANF. MODEL NO. wm-t F H Q A NOZZLE SIZE & TYPE ■ ~ I'] 2.rf/4' -·· 18Q6-&IM..PRS-SQ (F, H, QJ @ 0 6 6 ' T= 570Z-6P.PRX-COM-F.H,QA @ @ @ @ " T= 570Z-6P-PRX-COM-f,H,Q,A Ell 8 e El " T= 570Z-6P--PRX-COM-f,H,QA • " " ~ ,s T= 570Z-6P--PRX-COM-F,H,Q,A □ El eJ 2.5'/4' Rain Bird 1812-Si>M-PRS-SO (F, H, Q) 0 " 'i' ,, • T= 570Z-12P--PFIX--COM-F.H.O.A (D ¥ " ,:, ,0 '= 570Z-12P..PRX--COM-F.H.OA (ID ~ s:, <:' " Tro 570Z-12P-PRX-COM-F,H,QA @ ,;, ,;, i;, ,s• T= 570Z-12F4'RX--COM--F.H.OA ~ . G'H 1/2--GPH-PC-GXBC05 l§l l§l 4'.X1 8' T= 1806-s,\.M.PRS-(SST,LCS,ACS) • . RainBirti RWS-B-C-1402 (.50 GPM) "' ,. '= 570Z -12P-PRX--COM-4S-SST--H (c_JG) 3S' T= TSP..SS-50 '!,, a,;' T= T6P-SS-50 as· T= T5P-=<J © © SQ '= TTP-SS-12 ' SQ T= TTP..SS.9 "i) SQ T= TTP-SS-7 0 " Hunter 1-25-06-SS-07 0 (i) 5'-~ T= 570Z-12P--PflN-1F "" r = 570Z-12P-PRN-TA " ·~ T= 570Z-12P-PRN-TO @ 4• Dcmestic w~er Automatic Meter . R9ader(N,IR) . [""1111 -825YD--4' Reduced Pressure Backllow Pre.ienter M ""'" T-111 GateVal\le-UneSize27/2' and smaller. e G_,., 2160-2' Solenoid NOf!Tlally Open MasterVaM! @ Rain Master E\IFM-Row Sensor () RalnBird 33-0NP-314' Quick COuplerVa/ve • Griswold D'N Series VaMJ W/ Rainblrd -PRF-100-ABY ~ Griswold rm Series Valve Cl l(jng Bros. Line Si2fJ Check Valve [[jj] Rain Master E\,,:,llution DX2 ~ John Deer Irrigation Booster Pump -~" @ -Spare Wire Pull Box . -----Mainline Latellli Line • ----------------------e,c -· ,,,,,,1f'i--MV/FS-_,,-, Communlcaflon Cable IRRll3AllON VALVE CALLOUT: LATERAL LINE SIZING CHART 1-fy'drozone ••• S!a1ion No. I" -THE LA"""I. $0'.E X X-X~ X GP, 1 1/4' ~~ ... ~= X "" i,w,l<S ""'-l EE X-""'"" ' Sl2Eill>!E-E .,.....,._8141$ Valv8 Size "" •• ,, LATERAL PIPE SIZING LEGEND ""' SVMBOL ·-- ••• 0-1 . ,. 7.1-11 -----. . ---- 11/4' .. 11.1 -18 -------,,,,. 18.1-28 .. ' . 28.1-«> .. ---,,,,. 40.1 -60 ----- • 60.1-100 ~-. -------·-·····-,, .. ,.,. .. - NOTES A. TI-IE lAlEAA.. LINE BETWEEN MO 1DENOOAI... 1iCK MARI'S 51-W.L 6ESIZEOTHESMIE B. MINIM\,MPFESIZESI-Wl.BE¾"OlAMETER C. REFERTOGENEPAl..f!RG\Tx»INOTESl'ORIAAG/1.TlON SI..EB'INGltfORMATION REFERTOSI-EETS...l.WL· l.2,07 FOO l~TION l.E(BI), NOTESnD DETAILS. o 5 10 40 Feet Key Map RECORD DRAWING Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z DI a ~ C ~ ~ N ·-N C " ~ C "' D N (9 -~ ~ a. ~ ~ - C a 00 a 8 DI ~ :; ·-.. 8 ~ " ~ ~ Cf) °' ~ '"D " N ~ C ~ ~ D w ..0 .. a :, 00 -~ ~ -N 6 ~ " 6 0 0 .. " C :, • -~ ~ -• .. ,!' " -t-·-.c -.. g .. ! D s a ~ " 0 l a. f • C ' 0 0 C a. D u .. • ~ -~ C • .. " w '"D ' , l C Jl -l D N ~ 00 ~ -~ 00 Consultant Revisions By Data City Rewl'W Set """" 02.21.13 1st CoNB Submittal "' 03.08.13 . -·-·-··--. . 2nd CoNB Submittal """" 05.24.13 R!Wision Submittal ""'-' 07.19.13 -... 3rd CoNB Subrrolal ""'-' 10.00.13 . APPROVAL RECOMMENDED: Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Irrigation Plan L2.03 l>ase a,..;,gs "" """"""" at ""'""· c.-rc:es1sN ""' ..-aa """""""'·'"'""''""" """"""'"" '<I"'"'"-"'~--"" ltlO ..,.,.. coslacad -~al b mai,, lndco>-:g pricted aoci ""'"""· """' """"'' ~"''"" "' -" "" ...,_ "'""''""'""·-"""'""""'"""""""' -p,mras>,n and °"'""" 1",•o EMOeS(lN - . I I 1!! • ~ tu w J: en w w en I I I I - I I - I I - ' ,,, i;, ;;! -'" ::r--- ' ' ' " ' - Oct 29, 2013 -4:57PM J:\E07-500\E07--511 Sunset Ridge Par10.CAD\Sheets\CO\lffigation\l2.04 Irrigation Plan.dwg M L L , ,, ............___,_ - L 021 39 11,Z SB L 019 34 11/?, SB • 1' lR ' '., 17 SB--... __ ., / / L 018 26 11,Z SB L C16 / I -;;1-< ·,/.,,.- / >- ' 0 ~ PAC'f''99C>~srR,~~w"'v=- --... f) / I / / / \ I \ / \ \ -SEE SHEET l2.03 ----- / / I D\\ ,,/ -~VF-------· DW'""'0 =•~)\J\_ , \ I -- ----, \ - \ \ \ / -WEST COAST HIGHWAY ! \ \, ! / ,~.-.. ,,-.---~-~ ()\-:SC·-'-•••~•==cL , ,., \ IAFIIGl\1JON NOlES: , I ' , THE lllRIW\TJON DESGII B D~TIC. 1U. PIPING. VAL~, EQUIPMENT. ETC SHOY1N ffll"HIN PA\oal N£/IS IS FOR DESIGN a.ARIRCATION ONLY NO SHALL BE INST/IU.ID IN THE PLANTING AR1:AS IN AWNNERM3TOCOl'f'ORMWTTHTHEVAAIO..JSDETAILS. NOEClUIPMOO ISTQ BE Pl.>CfD WITHIN WATER EASEMENTS Cfl SCE FEE PARCELS. MAINUNEANO REMOTE CONTRCL VAL\omTO BE NITM..LED IN PLANTING .'ffAS>J-.IDNOTTURF'M-IEREPOSSIBLE. &\0-!CCMROLI.ERSI-W.L ONLYOPEPAlE CliEVALl/1: AT A TIME IRRIGATION LEGEND SYMBOL RAD. """· MODEL NO. WITH F H Q A NOZZLE SIZE & TYPE ■ l"l I'] 2.5'/4' Rain Bird 18CJ6..SAM..pRS-SQ (f. H, Q) @ 0 6 15 • T= 570Z--6P-PRX-COM--F,H,OA @ @ @ &! ,a T= 5702.-{!P-PRX-COM--F,H,Q,A <ll e e El " T= 5702-eP-PRX--COM-F,H,Q,A • e " " " T= 5702..eP-PRX-COM--F,H,QA □ El eJ 2.5'/4 Rain Bl10 1812--SAM--PRS-SQ (F, H, Q) 0 y ,,, " • Too 5702 -1 2P--PRX--COM-F,H,Q,A (D .,, ,:, ,:, ,a T= 5702 -12P--PRX--COM-F.H.Q.A (ID ,;, ,;, <:' " T= 570Z-12P-PAX-GOM-F,H,Q,A ffi ,;, ,;, <;' IS T= 570Z-12P-PRX--COM-F,H,QA ~ , GeH 1/2--GPH-PC-GX!JCOS !el l'5J 4~18' T= 1806-sAM-PRS-(SST,LCS,RCS) • , RalnBird RWS-B-C-1402 (.50 GPM) ltJ ,. T= 570Z-12P--PRX--COM-4S-SST-H (i) 0 , w Too "'"""' , " T= nse-=so (, " T= T5P--SS-50 00 so T= TTP--SS-12 ';,, so T= ,,,.=, w Too TTP--SS-7 Ii " """'" ~25--06-SS-07 \2)0 ea T= 570Z-12P-PRN--TF ' (, S'> T= 570Z-12P-f'AN..TA ,,, T= 570Z-12P--PRN.-TQ @ 4' Domestic water ll!Jtoma~c Meter , Reader (AMR) C""'!I ""00 825YD -4' ROOuoed Pressure Back.flow Preventer .... Nibco T-111 GateVe!ve-Una Slze 2 1~ and smaller. @J GMswold 2160-2' SoienDid Normaly Open Mas!81"\/alve ® Rain Mester E\IFM-Flow Sensor 0 RainBird 33-DNP -3/ 4' Quick Coupler Vat.a • Griswold fYN Series Valve w/ Rainblrd -PRF-100-RBY ~ G-d rm Series Va/\le 0 KJng Bros. Line Size Check Va/\le ~ Rain Master Evolulion DX2 00 John Door Irrigation Booster PUmp G _ _, @ , Spare Wire Pull 6ox -----Mainline Lateral Line ----------------------""""'"' ,AV/FS--MV /.0 S__,,.. Commu~n QwJe IRRIGATION VALVE CALLOllT; LATEAALUNES~NGCHART ~ .,. -------- ,. -StatJoo No. lHE LATSRAL SO. X xx· X G,M 11/4' ~= ~= X----Pla.~t Type "i'" ~AAKSSIW.!.EOS x. ' Sim>THli&oll<E ...,......,F'ffSIZEIS Va/\le Size 211'" w . s· lJi.'i'EfiALPl~LE ... END SIZE ....... """ .,. 0-1 , , ,. 7.1-11 ,, , 11/41 11.1-18 ,, ---·--·---·-, ,, .. 18.1 -28 , 28.1-«> '"' 4().1-00 • IK>.1-100 ,. , ... NO/EB A. TI-IE LAlEFW.. LINE BETWEEN~ CENTX::AL TIO( w.AK.S 8HAlL BE SIZED TI-JE SAA£ B. MNIMLMl'f'ESIZESHALLBE¾"Dl>METER C. REFER TO GENERAL IRRGI.TDN N01ES FOR !RRG'I.TICXII SL.m'ING INFORW.TION REFER TO SHEETS i.2.(1 • U.O, FORIRAIGATIONI..EGi:ND, NOlESNO OETAII.S. 0 5 1{) 40 Feet RECORD DRAWING Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z CJ Cf) w 0 I- C.. w Consultant Revisions -- II) C ·-C C 0 -Q. - C II) ·-" " "O C 0 ..Q .. :, - .t:. u .. 0 " Q. 0 u " "O C 0 - City Re,iew Set - 1st CoNB Submittal 200 CoNB SIJbmi!lal R9\oisioo Sut:rnitlal 3ro CoNB Submittal - ------· -·- By Date JEWH 02.21.1S JB 03.0B.13 JMJH 05.24.13 J&LS 07.19.13 JS,,S 10.30.13 - - APPROVAL RECOMMENDED: ~;(U<_,- AndyTran, ACE 63670 • Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Irrigation Plan L2.04 "'-"""'" oro h<IIUmm or""""· El'lrelJGN ...., ~:,;, • ., -·"'"~~.,, """'""" .... """''""-~ ~""" ~""' .. ,.,.,,, """""'-..... -"""""' ~-an;j dgll,ed. n--"""""3~•""1~ t<ilh"""n ""' ..,.,..,,......,.., ~·'""'"'"'"""~ ""'-"' --"""""'"" .-,a '"'°'~ ttrr, 3"Tcru3.S - 4 A19 L SB 1" 4 SB 1' 10 A30 TR 1' ■-- 1 I I J_ -I -c:J '.-_ C __ J I L.L.:: == r~::==·· :r· ' I ~-----,·-·-·--···---- I 1\ --... ; gi I ~. I . I /' I Oct 29, 2013 -SAOPM J:\E07 -5C<l\E07•511 Sunsel Ridge Parl<\CAD\Sheets\CD\lrrigation\1..2 05 lrrigalion Pran.d'"1] A17 20 ' ___ J l .. i I I ' i I ,- h """"'-----i L___ ~-"If ' I r ' L A14 11/2" L A13 2' 41 SB I 47 SB ! ,., ..... ..,. __ I! I L A12 27 1 1/2' SB 21 SB L L AfJ 2' N3 1' / L -· - \ I ! ,0.,f \ i j_ .• t --Y, ! i f:-'.'- ' ~ j \, ,. .' -:·-c. v " ! IRRIGATION MAINLINE POC ; j i/ l ' I "' • P.0.C.1 WM BF MV FS 4' 4' 2' 2' CCNTROL.LER A POTABLE WATER POINT OF CONNECTION INFORMATION • • • • • PRESSURE AVAILA81..E; 60 PSI MAXIMUM DEMA.ND: 158GPM BICKFLOW SIZE: 4' METER SIZE: 4' SEE SHEEf L2.06 FOR ADDITTONI\L INFORMATION ,.....'Cc_UIRRIGA110N1 BACKFLOW'0 PREVENTER! ---~~~~LE ; ,1 I WAlERM~ POTABLE WATJ:R BACKFLOW PREVENTER P.0.C. LAYOUT ENLARGEMENT SCALE: ¼" == 1' I -"-"\----/ \ / \ /' )( EQUIPMENT LAYOUT ENLARGEMENT SCALE:¾•.,. 1' IARIG/\TION NOTES: THE IARIGl\110N DESIGN IS OJAGRAMMA.llC. AU PIPING, VALVES, EQUIPMENT, ETC SHQ\M\J WlT~N PAVED AREAS 18 FOR DESIGN Cl.ARlFIC\TION CNLY AND SHALL BE INSTALLEO IN TI-,E PLANTING AREAS IN A MA.NNEA NJ TO CONFORM WITH lliE VARIOUS DETAILS, NO EQUIPMENT IS TO BE PLACED WITHIN W{'TEA EASEMENTS 0A SCE FEE PARCELS. MAINLINE AND REMOTE CONTROL VALVES TC BE INSTALLED IN PLAN17NG AREAS AND NOT T1JRF WHERE POSSIBLE, EACH CONTTlOU.ER SHAU_ ONLY OPER/\TE Ct>JE VALVE AT A TIME . IRRIGATION LEGEND SYMBOL RAD. """· MODEL NO. WITH F H Q A NOZZLE SJZE & TYPE ■ !'l I'] 2.5'l4' RaU7 Bird 1800-SAM-PRS-SQ (F, H, Q) @ 0 6 cl ,, T= 570Z ..flP-PRX-COM-F .r',Q,A @ @ @ I,\ w Tw 5702-&-PRX--COM--F,H,QA Ell e e tl ,, T= 570Z-6P-PRX-COM-F,H,QA • e e el " '= 570Z--6P-PRX-COM-F,H. Q,A □ B E'l 2.fl/4' Rain Bird 1812-sAM-PRS-SQ (F, H, OJ 0 ¥ y' ', ' T= 570Z-1 2P.PRX-C0M-F ,H,Q,A (D y ,;, ,;; " T= 570Z-12P..PRX-COM-F,H,Q,A <ID ,;, .. ,;; 12 T= 570Z-12P-PAX..coM-F,H.Q.A G) ,;, ,;, ';; " T= 570Z-1 2P-PRX--CO,I-F,H,Q,A ~ . GPH 1/2-GPH-PC-GXBC05 el @] 4'X1 8' Too 1806-SAM.PRS-(SST,LCS,RCS) • . RainBlrd R'WS-B--C-1402 (.50 GPM) "' ,, T= 670Z-12P-PRX--GOM-4S-SST-H \') Ci) as T= T5P-SS-50 " '= TSP-SMJ I -;, ,,, '= TSP-SS-50 ® © (,, "' '= TTP-SS-12 "' '= ne=i "' '= T7P-SS-7 (i) " Hunt1r 1= (v(i) 5'-""1 Toro 570Z-12P--PRN-TF 5'-AJI Toro 570Z-12P-PAN-TA (, 5'-ZUI Toro 570Z-12P-PRN-TO @ 4' Domestic W/!M/ Automatic Meter . Read6J~R) [""Ill -825YD -4' Reduced Pressure Elacl<Jlow Preventer M Nibco T-111 Gale Valve-Line Size 2 1/2" and smaller. @) Gnswold 2160-2" Solenoid Normally Open MasterWJNe ® Rain Master EVFM-Row Senso. () R1rlnl3ird 3S-ONP-3/4' Quick Coupler Valve • Griswold fYN Series Valve w/ Rainbird -PRF-100-RBY ~ "'""' DW Series Valve 0 King Bros. LirlEI Size Chack varve i!l! Rain Master El.olulioo DX2 ~ "'"""' lriigation Boost1r Pump Greentech @I . Spare Wire PL.ii Box -----Mainline Lateral LirlEI -----------fVCS------------ -MV/r-S __/' ,.,,11rs-Communication Cable IRAIGATlON VALVE CAU.OUT: LATERAL LINE SIZING CHART ftp-.,. Station No. -,-,, -JJ<EIAIBl>LSl!E X Xx· X GPM 1 1/4' -~ ~= X X--------Plant Type -11 ;-,v, --· ,. ="',-. M...._.,,Pl'£$121c.lS Valve Size e,f? ~- ' LATERAL PIPE SIZING LEGEND ... . - see S'<MOOL GPMs -.,. ,., I" 7.1-11 . ... 1 1/4' 11.1-18 - "1" 18.1-28 .. ,. 28.1 -40 . ... ·--·-·-- "1" 40.1 -60 ... ' 60.1 -100 --· - ' 100 -,so NOTES: A lliE LATEfW. LINE BETWEEN lWO IDENTICI\L TICK MARKS SHALL BE SIZED lliE SAME ' MINIMUM PIPE SIZE SHAll. BE¾• DIAMETER C. REFER TO GENERAL IRRIGI\TlON NOTES FOR IRRIG/1.TION SLEEVtNG INFORMATION REFER TO SHEETS 12,00 -l2,07-...£0R IRRIGATION LEGEND, NOTES AND DETAILS. 0 5 10 40 Feet RECORD DRAWING Sunset Ridge Park 4850 West Coast Hwy Newport Beach , CA The City Of Newport Beach z Cf) w 0 l- a. w Consultant Revisions I» C ·-C C Cl -D. - C I» ·-.. " "Cl C Cl .12 .. :, -" .. :, -u " -·-.c u .. Cl " D. Cl ., .. "Cl C Cl - By 00 ;; j Date • . ·--- City Re\,1ew Set J""3H 02.21.13 ·- 1st CoNB Submittal J8 03.08.13 2nd CoNB Submittal JSS< 05.24.13 -----___ .,_ ·-- Revi5ion Submlttal JMS 07.1Q.13 ·-· 3rd CoNB Submittal JM.S 10.30.13 -. - ------ APPROVAL RECOMMENDED: -~:'5MU--c__ Andy Tran, ACE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-8 Project Manager JB Principal RV Irrigation Plan L2.05 Tua>o ~ "" .,,,..moc'_, oi ,....,._ E"""""3N Si,al ""'' ~looe,,tl,t.._..,.""'""°'""""" _.,._.IS"'"""",_,,,. -·""'"' """""' "'"'"""-~ .. '"""""""-cl'll "'""'""' dg,Sm --""'""""'~ be_:, "'I -·a,· ... _,,. '"""'"""""'fl<l'"""''ll "'""' "'"""°'""'""""' -ePH:f:S"" • Oct 29, 2013 -4:37PM J:\E07-500\E07-<.i11 &Jnset Ridge P~rl<\CAD\Sheets\CD\lrrigation\l2.06 lrMgation Legend.dwg ~U!,.A'. FOR DOM IRR 0 PmjOCI Name and/or Tract#: ........ s.metF1:lcePark om,..-.:! Scoo:eo1 lnfnlma:ion: .. . .. , ..... , Neme olCorll!el p..,.a,., &rd Phone ~mbee P.O.C. water~#; .. watarMelo/Sfzue.-.:IT)PII:. ~Grlldele,,e!: __ . Vim Mmer Elevatm ......... Hlgrieet Head E\ew!i:ln a>!Me Sys(lam:_ " Basis for~--.... I arpe111 llerMnd Remote Control Valve#: C14 Size of Rem:,ie Cornr<,I Va!,e: • PerrendolRsm;,taCcnlldVtWe: ... --· ...... §1 -L_~ "" --... ~ ' ,, --• ' ,, -~ • ~--' ,. __ , • ~Yal,e(s) ' ,. --• ' ,, --• ~ ,, -• m , .,_ • ----· ' , AomoteCornrolVa."" • l.u.eJel L.kie Lcssss ,a,:; Other losses (101;) E!<M,tion Lo,;,a or Gein ~, '"" PRESSURE (PSt) Presaure Required IO O '"" ""' Sub-Total Pressure Required for lrrlgallon Systgm Total Pras&Wll Required for Irrigation System (Sut;.Tota!Pressure +10%) Static: Prassura Available Reaidual Pressure _l§ubtract Total Pressure from Static Pressure\ ~URE CALCULATIONS FOR M RRJGATION Prnjaol Name and/Or T l!>Ct# :, ..... , ... , --~k%ll!EM! Dale and So!J"'8o1 lnl<>lmrolloo: ... ~"""'ofC<r.ac1P$'$Cnand Phooe Number· P.O.C.W-Me:er#: ........ ""'"""' ' Walef Meter Size and T)l)e: .... , ... 4'T rbo H,<taulcGla<lel.Ji•••t . " wa!ar t.le!8r Bewtion:. " " H{lhest Kead EleYa:icrl on lhe System; .......... Basis fr, Gal::ulall011S:. ' ... . Highest 1-jQ!!d Remote Control Valve#:A9 Sil:BofRo,rotl,CoolrolVHMl: "'''""''""""""1-112' Demand 1!! Rarrole ac,,l!<llVaMJ: .... , .......... 47 .. '""""" = ---' ,, --" ' ,, -"' " ~a.a- ' ,. Ga:e\falva(8) " Go!e Wive(") ' ' _,_ " ' ' ·~-" ~ ,. Ma/nllr,o " "' , Meiilioo " Mai"lliM _,. ' , Remote Co".trol \lalVe " I.JlteralLM Lo.,,.. 10% Other Losses (1~ Ei<Mllicnl<>ssor&m -'"" PRESSURE (PSI) Pressure Required to Operate lrrtgation Head LSub-Total Ptessure Required for lrrigatlon System Total Pressure Required for Irrigation System (Sub-Total Pressure +10%} Static Pressure Available Residual Pressure _(§ubtraci TO!al Pressure from Sia.tic Pressure) ATER D 0 W +lit½f ,Ii ; 2/13/2013 Sunset Ridge Park Newport Beach, CA . Special Landscaped Area Cool Season Turf rasses e Plantings xedMediumWater Planting Area xed Low water Planting Area xedVeryLo ter Planting Area -... , " ' ' , ' , ' ' ' .,, 22 50 n 80 60 ~, -"" ' " ' ' , ' ' ' ' ' a "" "' 77 85 60 "' X 43.2 X 43.2 X 43.2 X 43.2 X 43.2 X X GENERAL IRRIGATlON NOTES 1. The irrigation con!Jactor shaH be respenslble for familiari2ing lhemsellles with all dfftarences in grade, location of seatwalls, lo::atioo of re~ walls, etc. The ooilractor shall ba respmsible for coordi!'lalirlg all irrigation wcrk wfth tile general oontractor, alootrbll ooi!raetor, and aa othBT subcontractors for !he location and the lnstallatlon of irigation related steeves through walls, struclures, under roadways, paving. etc. 2. Toa !mgation design presented in these documents is imended to be dlegrammatic, AJI irrlQatlon equipment. plplnll and valve localions, etc. shown witllln paved areas are for design clarificatioo and shall only be Installed h plan1t1g areas. lnigatioo conlraclof shall install all remote oonrol valves, quick couplers, and gala valvss, in shrub planting areas or as approved by OMlef's representatW & tile landscape imgation designer. Avoid any conflicts between the sprinkler system. plamig and arcl1ilectural toorures. 3. The \mgation system design Is basocl upon tile minimum operating pressure and the maxlrrM.Jm flow demand shown on the iTfgallon drawings at each poiflt of connection. The lrrlga~oo contracto. shall \/8nfy wa!Sr pressure prior to constructkin. Mi cflffereroe between the water pressure indicated Oil tile dra,Mngs and the actual pressure reading al tile irrigation point of connec!fa'I shall be immediately mpolted in wlltlng to the 0\'8l8l's authorized representawe. ~ the p,essure c!lfferenoos ara not lmmecf11,1tei,,-reported prior 1D beginning conSlruclion. the Irrigation contraclcf sh!III assume full responsibjlity for all l(Msions 1D tile irrigatiO!l system deemed necessary by the owner's repmsentati,e and all costs associated with lhose r.l'Visions. 4. When It Is apparent to the landscape contractor in !he field that obstructions. grade differences, or cifferencas in !ha calculated wee dimensions <ll<ist that may hEWe no! been oonsidered in the design of the system, the i~lgaloo oontractor shall not WilHully Install the lrrfgalioo system as lndlcaled on the construction drSV<ings. The a.mars authonzed representaWe shall be notified in wr111ng of any such ob!,truolions a diff81ences prior 1D beginning any irrigetion Installation. It notillcation is not received ptior lo beginning instalation, the irriga!ion contractor shall assume M msponsibility 1or all revisions to the imgation system as deemed necessary by owners representative and all costs associated witll those re'lisions. 5. The ltrlgation oonuactor shall be responsible tor it1S!Elling all control Wire $lee,/lng of sufficient size, under all paved areas In addition 1D the control wire sle9vfng shown on 1he drawings. 6. Al piping and equipment shall be Installed per the in'lgatlon details. T ebi tape or Taflon pipe dope shlll be applied to all male PVC pipe threads on all i~lgatloo valve assembltBS. 7. All pop-up styja lrrfgatlon heads located in in shrub or ground00\/9r areas shall be i7stailed so Iha top of the ~rlgalion head is 1' above finish grade. 8. All pop-up s1),le Irrigation heads to be located in turt areas shall Initially be installed so 1he top of the lrrigatlon heada are flush with the adjacent sidewalk or curb. Wilhin 10 days of bei7g notified b)I the owner's represernati\le, the i"Tigatian Contractt:f shall be responsible for adjuslir,g all turt ;rrigalion heads so tile top ot the Irrigation head is 1/2' above ~nish grada. 9. The Irrigation contractor shall be responsible tor flushing and adjusting all irrigation heads for optimum performance and to prewnt over spray onto areas not i7tooded for rrigation. This shall include SB!eclillg the proper the aro pattern. ~cJStlng the spray radius of the lrrlga11on head witll PRS scraens and/a alsa tllrollllng the flow control al eacti valve to obtain the opl!mum opemllng pressure 1'cf each system. 10. The i11gation oontractor shall be responsible for adjusiing Iha p,essure regulator on each elecllic control \lal\le sa the irrigalm head farthest and highest in el....alion from Its associated oonlrol valve funciions wllilln the operaling pressure shown on 1he irrigation legend (not to exceed 5 PSI above the indicated operaling pre$$1Jre). 11, Whan iistaling Toro series 57/JZ series nozzles that require wo patterns other than the standard arc patterns (e.g .. 360", 180". and 90"), tile conlractor shall use the appropt1atB 11>:Bd aic pattern (e.g. 120", 240', 270"). The contractor shall use Toro lVAN varlab!e aJC no:zzles (\Ian) when Installing irrlga11on heads using Toro 570Z nozzles only \\oti9l'l required pattern Is not one of the lb<ed arc patterns, Select the radius of van nozzles to ma!ch site condrtions. For ei<aJTTPle: use 8-wn wt-ere an 8 foot radius is required or a 12-van where a 12 foot radius Is required. 12. The iligation con!Jactor shall ba respansible for making ~eld adjustments to the imgation system b)I nsta1ling a quarter circle or hatt cirole splinllfer head on each side of any vertical element (props, s1reet lights, trees, e1c.) which prevents proper coverage by Interfering with the spray pattern of the .rt.Jation head. AJI adjustments shall be made Ell no additiornl coots to the owner, 13. Dralr,age of rngatioo water through spray head will riot ba allowed. Toro COM leature shall be used to prevent spray head dralnaga. Dunng 001s1ruC!kll1. the oontractor shall dlange spray bodies from Toro 5702-P to Toro 5702-P-COM 1or spray heads shcming signs of draini7g alter the irrigalion 5)1Stem has opeaatoo from an ON to OFF POl!itioo lnstallatiorl of Toro 570Z--P--COM feature shall be ;nduded In the Bid Price of tile tr,igalion system. 14. The irrigation contractor sha:I be responsible fer malong the final oonneclion betwee!1 the power source and the autormlic oon!rOller. 120volt electrical power sooroe shall ba provided by others at the automallc controller location. OBSERVATION SCHED.UUNG The landscape contractor shall be schedule an irrtgation site obseMltion by lhe infgatlon designer, arid/or the O"Mler's representatl\le, which shall not OOC\JI" v.ithout at least 48 hooJs plfor nottncalioo. The following flems shall be ,8'1swed: 1. Pre--Job/kick--Off meeting wltll conuacror. general contractor. and irriga!!on designer. 2, Mainline, basket strainers, master valves, l!ow sensors, booster pump installation and opera.tjon, lrJstallation review pnor to backfilling trenches, irrigation mainline pressure test, etc. 3. Finalizirlg the bcation for !he oontrot!er assemblies -landscape contractor shall coordinate witll the Irrigation designer to vertty connection of ~ow sensors and associated equipment to each controller assamt:ly and for certifiCation/walranty of equipment. 4. lrrigatjon coverage test. a dynamic prmsure test shall be pertormed by the landscape oontractor and shall be observed by the owner (or the owner'a represent&We) and the lrriga1ion design01 tor each wtve duMng tile irrigallon coverage test. lASq.Ft : C!M!S ETo REF. CITY: Laguna Beach, CA SlASq. Ft.: A<ea 0.62 X 203,434 X 1.0 I 0.75 ) = 0.62 X ( 0 X 0.7 I 0.75 = 0,62 X 0 X 0.6 I 0.75 ) = 0.62 X ( 0 X 0.5 I 0.80 ) = 0.62 X 54,000 X 0.5 I 0.90 ) = 0.62 X 241,000 X 0.3 I 0.90 ) = 2,151, X 0.2 I 0.90 = 158,1 1.00 = IRRIGATION CONSTRUCTION NOTES G) The landscape contractor shall ocmoot to a ~•:r,.uPQ danestro waler meter prmided by the civil engineer's sewer & water plan and as soown on the Irrigation plan. Verify that the statlo presSure is ro PS! prtor tc construcilon. Conliactor shall furnish and lnstall mainline to the flanged gate valves, backllow POC preventer, booster pump, qi.lick couplers, mastervaNe, and flow se!1SCf per the Irrigation legend and details. NOTE (Refer to Iha irrlgallon plans for sizing). Re/e,' to ilige!ion legend and irrigation oonstruciion notes for model numbers. Install tile flow sensor per Iha manulacturer's reoommendatloos 011d details. COntractor shall furnish ail matertals and labor to execute and install the ;rrlga1ion system per tile illlgalion plans. Install the gate valves, backllow pre,,,:,nter, booster pump, quick caup{srs. master vaJves, and flow sensors \\1thin the shrub ~ areas orly. The flow sensor wire shall be manufactured by "Rain Maste~. model #EV-CAB-SEN. Al flow sensor l'drss shall be insialle,d within a gray 1-1/2' DIA, SCH. 40 FVC condu~. Each conduit shall haw a separate flaw ,;ensor cable 11Stalled wllhln It based on the corresporidlng oontroller asserr,bly. John Deera Green Tech shall make the final conneclions from the flow sensor to the controller assemblies. Mainline shown in hardscape areas is diagrarnmalic. Manllnes are Intended to ba installed wltllln Iha shrub areas only. Artf malnline, laterai, or oontrol 'Mres trat run urider hardsoapa areas shall be Installed in SCH 40 PVC sleaves which shall be sized a minimum of twice the cf,ameter of the ectual pipe diameter. Refer to lnigation details for instanalion and depths of steeav.rg. CONTROLl.ER INFORMATION ® MANUFACTURER: Rain Master TYPE:, .... , ...... ,, ......... Evolution DXWall Mount CONlROUBl ASSEMBLED BY: John Dsere Groontech, Mson Beattie NOTE CONTROUER IDENTIFICATION CONTROUER PART NUMBER A SM3-RM4-48/PMR-CAC/RSP·DX/RDM/FSA-2508 B SPOO---RM4--48/PMR-CAC/HWB C &'D3-RM4-48/PMR-CAQHWB PHONE CONNECTION REQUIRED:. "' No FL.OW SENSOR CABLE: .......................... EV-CAB-SEN lns!aJl~ow sensor cable in a 1 1~ U.L. PvC SQ-t 40 grnyconduit. The t20 volt power supply oonnectlon to the irrigation C011troller assembly sllall be the responsibility of the llligation oonlraCtor. Refer to electrioal plans 1or addilional information. Fml looalion of the irrigalioo controller assembly shall be appra,'9d bylhe owner'll authorized representallve p!lortD Installation. The system ls designed for !he operation of one valve ala i me per controller. The system has been designed for one valve openlrig and coovslYe closing. The controller sh(lll be located as shown on !he drawings 0/ as dirooted by the ov.nin autholizad representative. Contractor shsJI perform a radio roceptlon tBst prior to ordering equlpmem. Coordinals with John Deere Greentach a'ld !he landscape architect U exterior moont aritema is required, aM eqUpment lo roount and l'lstall shall be at no add~onal cost to owner, PUMP 1 @ PA25-19F·231 120GPM 90PSI 3" INCH SV!lTEl,I MODE-NWBER ffilEM 00.~N FLOl'I flO.lE S\'mEM OE!ll~ PPeSSllfE SllillMPl"ING SIZE 45PS 460VAC 3Pl-fll..SE60HZ 160GPM PUMP M~IMUM SllCllON PRE$$1.JRE B.ECTRICAI. \OLTNlE S\'SID!ElIDll,C'J.fli/\SEN'l:l~rJY -e~ ,oTI' 7.5 HP FLA DISCONNECT 19A 3600RPM ---~e= PUMP INFORMATION The landscape contractor shall be schedule an irrigalion s~e OO&lM!liOll by the migalion designer, a«J/or the OIWler's represantatlva. which shall not occur wilhout at least 48 hours p,1or notmcatlon. Tha follcrMng Items shall be fS\oie'Wed: Projool Scope: Prefabricated, sell-contalr.ed enclosed Variable speed (I/FD) 7 ,5 HP horizomal C617ilifuga! pump sta!lon w1lf1 piping end wives painted (.Qleen). Controls will be an opS1ator inteilace with softw<lre p1ogramming wntten specifically for this pro)ecL A formed and reinforced base plattorm and erciosure wlttl lockable lid contains all manifolding, p~s. motors and control panels (disconnect mountlld extema/ly) to pro,,.ide an Integral unit ready for easy inetallation, anchored to a concreta .. ,. STANDARD CONTROLS & EQUIPMENT INCLUDE: • External mounted NBWI 4 ser.ice rated main discormect panel • U.L listed control panel • Multi-line Opera!DI Interface display featuring: -""""' Pressura readout Flow tlltallzer Elapsed run time display • AJami conditions >Mth satery shutd<J'M1' Low discharge PIOO$iJ'9 shutdown High discharge pressure shllldown VfD fault shutdown High pump temperature sh\J!dov.n • Ovenrn<d, single phase, phase imbs!snoellow voltage protectkm • surge protectlon for main siatlon and solid state oontrols • Variable Frequency Drive pressure regulation • 24 VAC relay S1M (1 conlrOller) • Hand/off/auto selector switch • Stainless steel pressure transducer • Data lndllS!rial 2208 flow ser,sor mounted Inside enclosure • 1 ea 7,5 HP, 3600 RPM horizontal centlifugal pump and ODP motor Pump to be csst iron with e IJroro,e impeller and mochanlcal ssaL • Silicone lilied pressure gauges v,tjth isalatioo vaMl on suction and discharge piping • Sta!ion dischasge Isolation vs,Ve • Foroed fan air cooled vootrlated marine grade alumirum pump station enclosura am:! sta:nless stool base. un-palnled. with lcckab:e access cover • Dead front exlemal disconmct panel • 3• FL x 3· FL fabrioated steel Inlet &discllarge drop pipe with swiwl connecliln • Baked and cured two part poti,,Jrethane ulkaviolet inoonsi!Ml pant • Factory certif.ed dynamic rm testing of pump station up to U flow and pressure prior to shipment • One operator and maintenance manual • One y,,ar limited warranty on mechanical and electrical components o Access to John Deere t:reen Tech customer sel\liee tect\nk;al pr,one support, technicians on call 24/7 IRRIGATION LEGEND 6™BOL -MAJ<F. MODEL NO. WIT1-I F H Q A NOZZI.E SIZE & TYPE ■ "" '1 2.fJ/4' Rain Bird 1806-S.AM-f'RS-SQ (F, H, Q) @ 0 6 i5 ' ·= 5702-6P-Pf«.COM--F ,H,Q.A @ @ @ i,j " •= 570Z-6P-PRX--GOM.f ,H,Q,A '1l 8 e El " ·~ 570Z-6P-PRX--COM-F,H,Q,A • " e ,; " ·= 570Z-6P-PRX.cOM--F,H,Q,A . D 8 eJ 2.5'/4' Rain Bird 1 612--sAM-PRS-SQ (F, H, Q) 0 .. ,: '? ,, ·= 570Z-12P..PRX--COM-F,H,Q,A (D y '? ,., " "" 570Z-12P-PR>:.COM.f,H,QA ® ,;, ,;, ';' " "" 570Z-12P-PRX-COM-F,H.Q.A ., -;. s;, ,., ,,. •= 570Z-12P..PRX-COM-F,H,QA ~ . GPH 1/2-GPH-f'C.G<BCOS " " 4'X16' ·= 1806--SAM--PRS -(SST,LCS,RCS) • . RainBird RWS-B-C-1402 (,50 GPM) ~ ,. •= 570Z -12P--PRX-COM-4S.SST-H (,)0 "' •= TSP-SS-SO ' 0 "'' •= TSP-SS.50 "' •= TSP-SS.50 0 ,, •= TTP.SS.12 0 ,, Toro TTP-SS.9 ,, ,, •= TTP--SS.7 0 " Hunter 1·25--06-SS-07 00 5'-20 ·~ 570Z-12P..PRN--lF 1. r1 '"' ,~ 570Z-12P-PRN--TA ,., •= 570Z-12P-PAN-TQ @ 4' Domestic Water Automatic Meter . -"""· [""1111!1 -825YD-4' Redl.lCBd Pressure Backllow Preventer M Nibco T-111 Ga!eVal\le · Line Size 2 t/2' and smaller. I§ Giswold 21 00 -2' Solenoid Normally Open Master Val-.e ® Rain Master EVFM· Flow Sanso/' () RalnB!rd 33--0NP -3/4' Quick Coupler \la!ve • Gtiswuld DW Serles Valve w/ Ralnbi,d-PRF-100--f1BY ~ ,,_, DW SO:llies Valve & King Bros, Line Size O,ook Valve ~ -M-Evolulion DX2 l @I Jol'ln Deer lrrigatlcn Soosle! Pump --@ . Spare Wire Pull Box -----Mainline Lateral Line -----------IW"""" ----------- -MV/FS _.,.---- \i,'i/<S-Communication Cable IRRIGATION VALVE CALLO\JT! LATERAL LINE SIZING CHART _, .,. _/ Station No. ,. NO~ THE LAml'LBn X xx X GeM 11/4" --IOENnC,<.11CK X ""' --· x. PlantType , SIZE!lTIES'M!. Ml>lt.ll.lM~?o8'!ES Valve Slze "" ~- ' DESCRIPTION '" FLOW RA.TE IN GPM DETAIL F H Q A ~ 6' Pop-Up Spray Haru::I -Square pall8rn ., ' ·"' " . "2 .07 6' Pop-Up Turt Spray Head ., '" 33 " ,33 J/L.2,07 . 6' Pop-Up Turt Spray Head 00 LOO " 2S " "207 6' Pop-Up Turf Spray Head "' ' " ·" " " JA207 6' Pop,Up Turf Spray Head "" 2.31 1.16 " 1.16 JA.2.07 12'Pop--UpSprayHead-Sq.JarePanem '° A ,o ·" . J/L.2,07 12" Pop-Up Shrub Spray Head '° .ea "" ·" .33 J/L.2.07 12' Pop-Up Shrub Spray Head '° ' 00 ·" .2S ·" J/L.2.07 12' Pop--Up ShriID Spray Head '° '" " ·" ·" J/L.2.07 12' Pop--Up Stmb Spr,,JHead '° 2.31 1,16 " 1.16 J,1..2.07 .5 GPH PC Drip Emitter ao 0, . . . N/l.2.07 6' Pop--Up Side and Comer Strip Spray ao . '" .33 . J/L.2.07 Bubbler In Sloove witll Grate so "' . . . K/L2.07 12' Pop--Up Shrili Spray Heed -Side Strip "' . " . . J/e2.07 Pop-Up Rotor w/ Stainless Steel Riser "' ,, . . . l/12.07 Pop-Up Rotor wt Stainless Steel Riser " . '' . . l/12.07 Pop-Up Rotor wt Stainless Steel Riser " . . ' B . L/l207 Pop-lip Rotor w/ Stainless Steel Riser 50 10,5 . . . "'207 Pop-Up Rotor w/ Stainless Steel Riser "' . 8A . . L/l2.W Pop-Up Rotor wt Stainless Steel Riser "' . . , .. . L/L2,07 Pop-Up Rotor w/ Stainless Steel Riser 50 ,o . . . L/L2.07 12' Pop.Up Shrub Rotary N=le '° 2.56 . . . JJ\.2.07 12" Pop.Up Strub Rotary Nozzle '° . ,.,, . . JJ\.2.07 1 2" Pop.Up SIY\Jb Rotary Nozzle '° e, J/1.2,07 See the clv'i engln99Ts plans for additional informalion . Verify location in fiald p1ior to lnstalialion. Use Stroogbox SBBC--75ALHP M.2.07 backllow enclosure, ITTstall per man-<laclurer reoommendalims. For mainlioo sizes 3' and larger, use Nlbco F-619.sON. e~ coated. 8/1.2.07 Assemble with stainless stea! hardware. Install in a 10' round va'w box. Master Valw to be installed in 1aotangla valve t:ox adjacent to flow senoor. C/1.2.07 Size per plan. Install per detail. sea irrigation construCllon notes for D/l2.07 additional intormatlon and modet rklmbers. Quick ooupler vatve witll locklng I\Jl!Jer oover. fft_.207 Install In rourd Carson Valve Box per detail Remote control valve with pressure IBOOcing filte., angle flow pa!tem, ~ow M/120, control handle, size per plan. Install in Garson Va!Ye Box. Remote control valve, angle ffow panam, flow control rnirdle, size per F/l2.07 plan. Install In Carson V!l.lw Box, PrO'/ide swing check valve when ~on of water flow Is upl,m. Provide . spring check valve v.hen dlrectloo of flow is downhiil. Wall mounted irrigation controller assembly bcated per itrlga1ion plans. G/1.2.07 See itrlgatlon oonstructlon note 2 to. more informallon. lrriQa1ion booster pump assembly localed per irrigation plans. . See iligatim oonstruotlon note 3 for more ;ntormation. Rlli' (4) oontiruous spare control wires, blue in color and one (1) white OA207 common wire, 24' co:i minimum. Irrigation Mainline-P\IC SCH. 40 IP$ pipe for mainline sizes 1" to 1· 1/2"; PVC Class 315 IPS pipe for mainline sizas 2" to 4"; Contractor shall use the Leemoo Jtint Restraiit System for all mainline sizes 4" and lsJ!ler, All fittings shall ba deep ball, mJCli!e Iron manulactured by l.eemco, lno. or equal. H, 1/1.2.07 Sleeve any mainline, lateral, or\\1res e1ossing under hardscape witll PVC SCH. 40 IPS pipe. Sleeves shall be Installed per ltrlgatlon construction notes Lateral Pipe . P\IC SCH 40 IPS, white pipe. Minirrum pipa si2:e shall be 3/4' -sim laterals par plan. H, I, P PVC SCH. ~O IPS for sizes 3/4" to ~ /..2,07 PYC SCH. 40 IPS white pipe -sleeves shall be installed for any mainline. lateral, or wires crossing under hardscape per itrlgation construction notes. V\..2.07 Size to be two ~mes the pipe diameter 01 'Mre bundle. Commuiication cable -EV-CAB-SEN -irislall in a 1-1/2' U.L PVC $CH. 40 g~ rondlitwitn gray pul boxes every 2.0C/. H/1.2.07 See specifioalions tor addttional information ewrr MAmuAI. DOMESTIC WATER POINT OF ABBREVIATIONS: CONNECTION EQUIPMENT SIZES: Plant Type: P.0.C.# TI' '"' WM ~ ~ ~ SB Shrub / GrOl,nd cover ~ ~ ~ ~ ffi ,~, I KlC • ""'TERtlEIIR CONTRO!.LER X .,,,. m W',Tfl, l,£'ml e, -oo,.ttoc"""""""""" == Bll•"""""STM NER oe ™e ,ii"~~~:~ Ji°' w-~ASl>R""I-W. P.I • FWNsrns:lR Soctloo 421fll42'17 of tho ~ o::de req,.,rs,,. <jg ....i -runoer bo ISruei:I beloroa ~to """""""wllbe w!l:1. ,.....,,.., Cai 12)WOT..-lg<lay3bofo;e)OOdl;l. RECORD DRAWING Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 ~ -C .,, .,, ·-~ :J C 8 ~ C .,, ~ ~ ~ . 0 ~ N ~ ~ ~ -Q. --- C 0 00 0 8 a, .,, ~ N ·-"' ~ .. 0 " .,, Cf) "0 ~ ~ ~ N ~ ~ C ~ ~ 0 w .D .. -0 :> 00 ---ll ~ -~ .,: " .,: u 0 .. u s .-, :> ·~ 41 -0 ., • " ~ -Ji-·-..c -., 0 N .. • ;Ji 0 ·~ 0 " J; l Q. , ,;; • C E 0 • C C. 0 u J .~ ., • , • .. w "0 '< ; '§. C ~ • 0 N ~ ! 00 -~ 00 Consultant Revisions By Date -·-·· City Review Set J"5H 022113 ·- 1st CoNB SUbmiltal JB 03.0S.13 ... - 2rid CoNB SubrTUttal JB/SH 0524.13 .. ·-- ~sion Submittal JMS 07.19.13 -··· 3rd CoNB Submittal JMS 10.30.13 .. ~-·· . APPROVAL RECOMMENDED: Andy T , ACE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225--S Project Manager JB Principal RV Irrigation Legend L2.06 ,....,_,,,,.~~~"'1~""8 of""""'-ffimHGN ..,.,,.-.,, "1-.0,, •"'-'~o/"'d °"""'°'•"" '<;I"'"'"'~ ID.,_ _,.,,, on:'1t,o cesl;n> ""'°'"" o,,,a,, h al -..,, W.clo;; pm,,,d aod d,ili,ed. n-,,,,,_,..,,,ot.,be """"'"•-., •W. r«llWJ""'" •-00>/ldO~ r-,L-,;r,; - pem,<000.-o =~furn EP10S$(N . . Oct 29. 2013 -4:38PM J:\E07-5C<Y\E07 -S11 Sunset Ridge Parl<\CAD\Sheets\CD\lriigalon\l2 07 Irrigation Details.dwg j ]~1 • I _:_ _ 11=1 •1-TI ,,._,,. 1. 30' LENGTH OF COlL.EDWRE 2. 'ml1ER PROOF CON-.ECTOR- REFER TO IRRIGA.TION ""'FICA""'8 a O TJIG-l£FEH TO RflGATION """FICA110NS 4. RECTANGU.AR. GREEN Pl)BnC VALVE BOXVtm-1 LOCi<lNG OOSl-LID 81-iAll. BE HEAT BIWIDED WITH 1£1 iB\S 'fictv" & STATION NLM3ER-FEFER TO IRRIG\TION SPECIFCATIONS 6.RNISHGIW)E; -½' FROM TOP OF BOX UD IN MF -1 Ji' FRCM TOP OF BOX lD 111 -6. REM01E CCX'>ITROL VALVE WITH ALTER ANJ Pl'IV-PEFER 10 IRRIGATION LEGEND 7. SCH. 00 PVC NIPPLE(CI.OSE) 8. SCH. 40 P,'C El.L 9. SCH. Ill Pv'C NIPPLE (LENGTH ,SREOO!El) 10. BRICK(! OF4) 11. SCH. Ill f",'C NIPPLE (2' LENG'IH, HDDEN) ANJ SCH. 40 PVC B.L 12. WC MAlNLNE PIPE 1a SCH. 40PVCTEEORB.L 14.SCH.40PVCMAI..El&PIER 15. PJC lAlERALPIPE 16. {3)0,.BCFEET, MIN. OFo/1 MINUS. WASt£D GRAVEL NOTE, .'U. 1I-IREM)S 81-iAll. BE W!W'PED'MT'rl lER.ON TN'E @I-_R.:_em_ote_Co_11b::_:o_l _Dri_.p_V_alve __ an_d_Fl_lte_r ______ _ Beale: 11/2"-1'-()' \[1H '-._ -- Enlargem«lt ~ 1. ',SIDI..W,_RETAININGW/1-U. 2. FINISH GFW)E 3. BURIED P'v'C SCI-EDULE 40 lO o/,f DRIP CONlRJL VN..VE """'8LY. 4. '/I/ PS ECO-Sf'EC FLEl0BLE Pv'C SlJ'PI...YltBNG. USE MODEi..# G~.USE l'S--2796 SOL"8ITWELDAND IPS-P-70PRIMERCR EQUVEI.ENT FOR SOLVENT WW>.K>Nra. 6. ECO-SPEC Pv'C COATED STAKE MOOEI...# GPH-OTS0076 6. s::o-sPECY(BARBEDB.L I.ODEI...# GPH-ML"JE..a 7. ¾'PVCSCH400'IP. 8. EOO-SPECY(OISlFIIBUllON TLBN3. USE MODEL# """"""'"'" 9. ECO-SPEC PL>STJC STAKE FOR¼' lUBtlG t.«)1)8.# ~ 10. ECO-SPEC½CFHPCEMITTER MODB.. #GXBOJ6 WITT-I YI 9/IPBED 'METX DIFFUSER CAP oun,r, 11. o/,f IPS ECO-SPEC F!.E)QBI...E PVC SU'PLYTIJBN3, USE MOOS.# GPt-l-P,'Clft/T61PS200, USE IPS-2796SOL~WELDAND IPS-P-70PAlMEROA EOUVELENTFORSOLVENT WW).<JNI& 12. P.AIN BIRD ?Sl-M4C»( 40 PSI INLINE PRESSURE f<GAAlOR ®f-_V_e_rd_u_ra_R_etal_n_ln...,g,_W_al_l l_rri_,g'--atl_o_n_Sy-'---sm_m _____ _ Seal&: N.T.S. NOIB A. REFERlOGENEFW.NOTES FOR CONDUIT 812E.PROll'IDESEPAAA1ECONDUITFOR Fl.ON SENSORS NO W'STER VALVES 1. FINISH GRADE 2. GREEN PVSTC.RECTNiGUIAAVAI..VEBOX 'MIH BOLT DO'MII CCNER,. HEAT BIWIIJED 'FS" IN 2' HIG-! I..ETT8'lS 3. PERWNENT I.D. 8MO (ONE FOR EACH -4. ADNSENSORa,BL.E,REFERTO """FICATIONS 5, CONDUIT BUSHING-lYPICAI... 6. U.LLISTEDSCH.40PIICCOLPLJNG 7. U.L LISTEDSCH. 40PVCOO'SWEEPaL 8. SUP!'Cf!T -ca.1MON RED BRICK II. U.L USTED SCH. 40 p,'C CON)UfT 10. 3f4'CRUSHEDROCK 6 @l----'Flc""r,w=Se~nso°="r"and=_.Co=nd,=U,,:H'-'P_.u ... 11_...Box=-------- Scale: 3"•1'-0' 12" MIN. CLEAR 1. PIPE STABILIZER. FEFERlO ~TIDNa 2. LATEAAI..LNEINGAI...V.SLEEVE 3. CONCRETE V DITCH 4. S'M~JONT 5. lNR-P,()SCH.40LATEIW..LINE#O RTTINGS 6. RNISI-! (;AADE ®1----'Con=crete==-=Dc::ral::.n::.ag--:e:...C:.:roes=_ln~g ________ _ Scele: 3/r-1'-0" UNE1YPE UX:,TIQN """" """"""' . """"""' ,.. ...... , UNOERVEH. PAVIN3 ., LA1'M. """""""' ,. ''"" UNJER\IEH,PA',N;l ., 1. VEHICUI.NlaPEDm!RANPA'JNG-REFEJl TO CONSTRUCTION LAYOUT PLANS FOR SPECIFIC COt-DTOII 2. lATEIW...UNESLEEv'INGSI-W.LBESCH.40 PVC-SLEEVE W.. SI-W.L BE 2x tAlERAL D~ a LATERAL LINE· FEFER TO SPEC!FICATIONS 4. e,,\O(fft.L -9'.l'f, 1£1.AM c:otJf',cnQN, MINIMLM-REFERlOGEOJEO-NCAI. REl'ORC 5. CONTROL WIRE BI.NX.E SI.EEVING SHALL BE SCH. 40 M PIPE 6. !MINUIESL.EENING81-iAll.BESCH.40PVC PIPE-SLEEVE OlA. SHAU. BE 2x w.lNLNE "" 7. !MINUNE-AEFERTOSPECIFIC'ATIONS 8. :W-0 BACKFl.l. ·2' BASE &6' OF COVER. ••• """" A .'U.l~TIONWIAES, LATEfW.SAl',O JMINUtE SHALL BE Pl.ACED IN SLEe.e ~TlON CONiR'CTOFI stWJ. 8. COORDN'lEAU. SLEEVING I..OCATIONS & SIZES 'MT1-I HAADSCAPE CONTRACTOR PRORTOBEGINNINGCOOSIRLCTION C, .ALLSLEE',681-w.LEXIENDAt.tNIMUMOF 12' BEYOND THE EIXE OFlHE IWID6C-.i'E SURFACE I f--~=------=-----~ CD Irrigation Sleeving Scale: 1"•1'-()' 2' IN1\JFF ,NSHRJB 1' INSHRl.JBS 1/2" IN 1lff 1. \RRIG\TlON l-£6D PER Pt.AN 2, PAVN3 BJGE. HE'ADER OR WALL 3. RA!NBIROSA-SERIESSWINGJOKT-1ffMIN. FOA 12' F'Cf'UPS& 12' MIN. FOR f1 POfU'S 4. Pv'C LATERAL LINE 5. PVC El.BOYi or TEE NOlES: ,._ /1-U. THREADS SHllJ.L BEWFW'PED WITH lEFLONTN'E (I\J l----'cP.::,opu=p,.:::S,::pray.:2,'H-"ead=--T:.cYP,:::lcal=D=-etal=l------- 1..__V Scale: 11/r=1'-G" 1, 4-lNCHGFV\TE 2. ROOT WATERING S'ffll'EM: fWNBR) FM$-BCG gNCU.JCES BU3BLER, 0-£0( VALVEANOGAAlE) • aJ"'-'A 4. RNISHGRADE 5. Ct-ECKVAI..VE 6. QPTlONAI.. PEA GRAVEL FOR SMIDY SOILS 7. 1/2-!NCHPICSCHOOF>IPPLE 8. 1/2-tNCH 90-DEGFEE ELBOW 9. SWING Pf'E. 12-INCH SWll'l3 ASSEMBLY 10. 112--INCH MAI..E If!" INLET 11. PVCSCH401EEORB. 12. lATER'\I... PIPE 13. 4-NJ-l&Sl<ETWfAI/E C,ONSTER EQ . • NOTE: 1. EQ.SPACElYP. BEl.,,mHRUNK ANO CH¥:>'< SOOE @1--:ra~oo1_w_at_e_n_·n,,_g_System,__ ___________ _ 1/2' /.E1:NE. F.a 1. GE,6R DR'v£N ROTOR 2. RNISHGIW:lE 3. SCH. -«l PVC lATEIW.PIPE 4. SCH. 40 PvC TEE (SKTllS) 5. SCH.9J4'Nlf'PL..E 6. 1¥i1N mil SA SERIES a/4' ,PRE-ASSEMBLED S'MNG.K)INT 7. PvC SCH. 40 STEET B.BOW (M) 8. EOOE OF PAVING OR HEADER r«>TS A1..L TH~ SrW.L BE WRAPPED WITH IDUJNTAl'E ri\L 1---_.T_,,url=Roto=•~--------------~ Scale: 2"•1'~ ~j " cl ~- 1, 10' D!A., PL>SOO VALVE BOXWIIH LOCKN3 CCM:R, HEAT BIWUDWITH TI-IE LETTERS WI'-SEE !RRG6,110N SPECS. 2. a-tRISTY'S TJIG: 1'1D-M.4X-P2-RCIP2 3. aua<COJPLERW4 .. l/f-REFSfTO RAIGATION LEGEND 4, FINISH GFW:lE: 4'/BELO'ltlBOXUDIN1\JFFAAEAS -1 '/I/ BEL.ON BOX LID IN SHAUE!JOOAAEAS 5. Dl£{1)CU. FT. {MINJ OFPEACFAVB.AT &SEOFVI\LVEBOX a VJ.T. STAINLESSSTB:L TIES 7. SCH. 80PVCN1f'PL..E-I..ENG"IHMREQUR8) 8. 1' CM SCH. 80 Pv'C SWING J:llNT - PREASSEMBLEO BY SPEAAS-REFER TO FfllGo\TION SPECFIO\TDNS 9. P-IC W,NJl,E 10. '/I/ CM x 24' I.EN3TH G'>i..VN>l!ZED PIPE sr..., 11, SCH. 80 Pv'CTEE FIT1m "°"'' A. PU 1tflE,OD$ SHALL BE WRAPPEl WITT-I TEFlONTN'E 8. 12' MN CLEAR SP/ICE SHAI.L BE WIKTAINED BE1WEEN TI£ QUICKCOUPl.ERVAl..1/E BOX ,6JIIDN« ..-nw::EN1" HARDSCAPE-'M-IEFE """"" ®1-_Q.::.u_ick_Co~u._pl_er_V_alv_e_ln_Box __________ _ 8cale: 914"•1'~ 1. Y/W,S\-\OFCOILEDWIFIE 2. WA1ER PROOF OCNNECTOR-REFER TO IFFIG\TION SPECFIC"ATDNS 3. CHAIST'l'STAG#ID-MI.X-P2-RC1P2 4. RECT,6JIIGU..M. PlR'LE PV8TIC VAl..1/E BOX WITT-I LOCKING CO/cf\-1.D SHAI.LBE 1-1&',.T El."WIDED 'MTH 'RCV', CONTROU.ER LE11ER & STATION NUMBER-REFER TO IRRJGA.TION Sl'ECFICATONS 5. FNSHGIWJE: -½" F!OMlCP OF BOX LftJ IN 1UF -1 ]£• FROM TOP OF BOX LID IN SI-IAUB,-'GC 6. PSAOTE CONTRC1. WL'k-REFER lO l~TION l£GEND 7. SCH, 80PVCNIPPI.E (a OSEl 8. SCH,40f\lCB.L Q. ID¾. 80 f>-IC Nffl.E (I.B«IDfM REQUIRED) 10. BR0<(1 OF4) 11. SCH.80PVCNPPI..E~LENGll-l.HlDDEN) AND SCH. 40 PVC B.L 12. PVCtlAN..INEPIPE 13. SCH.40P'v'C1EEORB.L 14. SCH.40PVCMALEAl:W'TEA 15. PVC 1.A'TEAAL PIPE 16. 00 ClBIC FEET, MIN. OFo// MINUS, WASH8) GPAfil NOTE: .. ALL TKIEADS 8tWJ. BEWIW'PED WITT-I TEFLONTH'E ® _ _..R"'"em ... ol=• ,_Co""1'"rt1..,ol,..:V..,alve=--Box=----------- Sca1e: 1112"-1'~ 1. WAI.L MClJNTEO BACKBOARD SA.lB.lJTEMJSEMBLY "USIBJ) 2. ~TIC IRl'llll6..TION CONlROLLER 3. POWERSWITCW!Fl FIEC!:Pli'CLE 4. WS!ERVAl..1/E RELAY ASSEMBLY • TERMIN'LBOAfO 6. REMOTE RECEIVER OONNEG10R 7. 1'PvCCONCUTFC'.1'1120VN:,FROMMEIERED PONEASUPPLY 8. PvCCONOOITFOFICONTROLWIRES.SIZE/IS REOUREO 9. 1-1/4'PVCCONDUfT FORR.OWSENSORC&,BI...E PAIGECABLE P-7162-D @1----':.~al~l_,,M,,.0 .... unted=,..:Contro==llec••'-------------- MREOUIRED Sedion 1. REFER TO IRRGo\TlON SPECS FOR &CKRLL A'-0 ca.1PACTl(),I REQUIREMENTS 2. FINISH GPADE S. ~lATERAI..LINE PPffi 4. ca.1t.lUNICATION Cffl..E CONWT (WHERE REOORED) 5. FL.ON SENSOR CABLE N-0 CONDUfT 6. AP!'ROVED TCP OOILOR SAND 8ACKFILL- PR0¥1DE ff LNDER PIPE N-0 f1 /.E1:NE. PIPE 7. CONTROL ¥/!AES BUNDLEDANDTAPEDAT 10'-0' NlERVAI.S-JNSTALL. AD.W:ENTTO WJNLINE 8. PRESSURIZED MAINLINE PIPING OOlES: A MINIMUM IWJKflU. a:FIHS FROM ANSI-I GWlElOTCPOF~SrW.l..BEM FOU.OWS, -24' IN PLAN11Nl3Nll:AS -36"UNDERPAVEDNl.f/>S B. A1..L PI.ASTIC PIPN3 Sl-¥.LJ.. BE SNAKED IN IBENCHES C. TEALCXl3E20"LOOP IN'MRINGAT /Wf ow-a N DlREC110N GFEATER TI-lAN 80"- LNfll: mf LOOPS Al"TER /IU CONt-ECTlONS H-\VE BEEN WDE ®1-~T_ra_n~ch~ln_,g:_D_etal_l ____________ _ Scale: 112"•1'-o" 1. BRASS Nl'PLE. 4' LENGTH, t.\111. (!'VP.) 2. 1W.L VAl..1/E. 1'fPC6L FOR (2) 1WO 3. 1£ll.CE[)~E1YPE!Wll<FI..OW -4. BRASS WfE. Sffio\lNER W"TH 40 MESH MC»-,EI.. SOflEENNIDl--oBEBIB 5. ~1\JPAL !J'IAY CONCRETE 8A!3E WITH I-WO lFIONELEDflNSH,6JIIOY,fTOCt.EDRllitfJS """' 8. BRASS UNION (2') 7. FINISH GFW)E -1/2"BEI..ONF.S. Nl\JRF -11/2'138..0WF.a I'll SI-U'IRIGC 8. BRASS RISER 9. PIPEOUTTOIRRIG\l10NS'l'SfEM-l>DN'TM --10-CONCRETETI-RJSTBI..OCK 11. BRASS90DE0AEEB.L.. TYPK'.:AI..FOR(4) 12, PIPE 1N FROM POINT OF OONNECTION- MW'f M FEOURED NOTE, INST,UIW)(FLDN~M REOORED BY l.OC",.CQDESAND I-EAI...TH DEPARTMENT -VERIFY LOC'A. REClUAEMENl"S PR100 TO INST~TlON ®1----'R"ed=uced="P-"ress=u,,,ra..._,,Bac=kfle:ow=._Pr,,ec,:vee,nte=•----'--- Scale: 3/4"=1'-0" 1M .::1 el " .':n fr ' J. 1. FINISH GP.Al:lE -1'NlUAF -'Z' IN GROUND CX7-IER 2. ROUND, Pl.PBTICVAI..VEBOXWTH ~ CCM:F1 SHALL BE BIWl.'.lD 'G'r--REFERlO """TION CSlEND 3. f1 • Pv'C PIPE EXJENSION-LENGn-1 ,s -4. Go\TEV/JLVE-AEfERTOIRRGo\TlON LE<END FOR SPECS. 6. PVC WINI.NE-REFER TO IARG'TION CBJEND 8. P.-'C MALE AIJN'TER-1WO (21 REClUIFED 7. P&\CFAVEL.-1W0(2) CUBIC FEET ATllASE OF VALIS 8. RECLAJMEDWATERTAl.3 ""'' ,U THR&DSSHAU.BE'MW'PED'MTH lEFLONTAPE ~ ;11 cmll! ®1---'Gat=•ccV:--a...-lve.._ _____________ _ Scale:1" .. 1'~ 1. PI.A$00VAI..VEBOX-HEAT BAANDEDMVON LID 2. t.lASJERVI\LVEPERLEGENO 3. Q--IRSMl TAG #ID-l,1AX-!'2-001P2 4. WATERPROOFCONNEGTOA-REFEATO IRRIGATION SPECFIO\TIONS 6. CONmOLANDM.6STERVALI/EWIF£SWITH E>IP,6JIISION LOOP 6. SCH. 80 P'v'C t.W..EICW'TEA 7. PVCIRRIGl.TIONWN.MTOFLOWSENSOR- SEE IAfllGo\TlON L.E0El'O 6. FNlSH GfWlE: -½' BEi.ON BOXUD IN 11.JFF -1 ½' BEi.ON BOX LD IN SliR.JB,'GC 9, SPEAASSCH. 80PvC LMJN \'SR-flPTX """""' 10, PvC IRRIG6..110N MAINLINE FROM Sl\Sl<ET lmWNER 11. SCH. 80 PVC CLOSED NIPPLE 12. P&\GRAVELSUMP-4CLl3CFEET, MIN. 13. BRICK (1 OF 4J -= -.. , 1. RECT,"NGI..AAA,GREENf1.ASTICVJ.LVEBOX WITH LOCKING COVER 2. RNISHC3RADE: -'/I/ BELOW BOX LID IN 11.JRF - 1 ½' BELON BOX LD IN SHRIJB/00 s. R.OWSENSOR 4. REFER TO cx::lNS1RLCrON NOTES FOR 1YPE OF CABLE FROM Fl.ON SENSOR lO COl<TA()Uffi 5. CONDUfT BUSHING 6. WA"JERPAOOF ORY SPI.J(l; CONNEGTOA 7. ¾°DIA. El.ECTRICALCO!>O.JfT AND SWEEP WlCW 8. l~TIONWH..INEFROMM/>SlERVAI..VE 9. SCH. 40 PVC REOJCING COUPLER 10. CHAISTY'STAG~ 11. MAlfll.lNElOREMOTECONTROL VJ.LVES :,,._~_'--.___12. P&\GAAl/a.. 2 CUBIC FEET MINMJM ---- ,; "' MIN. OCMNSTREN-,1 OIST,6JIICE (IN INCI-\ES) "' 611 FLOW MEYER 3l2E MIN. OOWNSlREN,1 DISTANCE (N N:HES) TO t.\llSlEfl VALVE .. 1ox R.OW tJEJER SIZE ®1---'Flc"o"'w','Se""c"nso="-r _____ ==------- Salr.3"•1"1' RECORD DRA . Sunset Ridge Park 4850 West Coast Hwy Newport Beach, CA The City Of Newport Beach z a, 0 ~ -C "' "' ~ N --C 8 "' C "' Re ~ ;;j 0 ;! C) -~ Q. ~ ~ - C 0 00 0 0 a, "' 0 ;: N ·-~ "' 0 R: " "' Cf) ~ ~ 'V ~ N ~ ~ C ~ ~ 0 w ..a .. -00 0 :, ---ll ~ -~ < " 6 u 0 o' .. ,; C :, -~ ~ • ' ., 0 " ~ • t-•• .c -.. " .. 1 ,Ji 0 0 a. " J, l Q. C 0 0 u C ! ., 0 "' C ~ w 'V ·, ' C -Jl 0 N :,i 00 -~ 00 Consultant Revisions By Date --·· ' 0 0 C ·i ~ i City Re-,;ew Sst >BIS< 02.21.13 . 1st CoNB Submittal "" 03.08.13 . - 200 CoNB Submittal >BISH 05.24.13 ··-·" Re\iision Sullmit!al ,MB 07.19.13 .. -·-··· 3rd CoNB Submittal ,MB 10.30.13 . -. . APPROVAL RECOMMENDED: -~~ Andy Tran, ACE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Irrigation Details L2.07 ""'9o ._,,. "" ~>.,_"""1S 01 '°""'· !MreSIGN st~l r,m, allcce,,t;ns,<""'"'¥""' oommrn law <;g/U•ilO_,,.,~.,. .....,.1,,,., ... """" "'".,,,.,.,_~" -..a. ""'-des _.,..., <>i1o,,d. """'"""'""'"" """ .. -~,,,, "">'•""°"''""' .,.,.,, P''I/"'"°""" -"'"'" ,,..,.,_.,..., "'°""' ;cmSf'ICESKls - ______________ i <" y-~·:.t_:':::,:,;\,, _.,r,._,:-~-\-"\;-.)\1 ,,·''f l· ",;-, __ i+<;\J\:".~'/: ,· ,,o __ ';~'',''\"·Y"'~'-:, <'.<'-,~-~ i;·:'~:~;;,;.,~ ,',-i -) ,, ., ,: ,/-'' ,· '·} _,,:'. -~~ •,1 ,J:-.,..:;.,_, _;2,i -:;.;~ ., :-• •::tl.~ ~:":16-f'.c·. -1.~ -?:' •:::'..:1 ~.,,. ,, ' o ~ ~\I •1, '· ':; r_i ~;-; ~ :.·:;,:,:; "_, •J ;> •I •• ~ • •1 ,; • > t:;_~;)}r/~:}:(, ,;;,Jy:;;;,;;:;:·;:·.'_' -:;J·:_;]~'}}~;::;:; ;, -1_.1-_sr"',.1·1'",. .,•,,,.,,",1 : ~' :: s,;1- ~ :: :; ;_'. ::,-': ,, '· <J "i, ., <>·J-,; ,,.,,,-~. , ''k ._, ~ "~ ~ 1J4'.' ', ,, :~ < -,~ ~~ CLEAR INVASIVES FROM UNGRI\OEO f--c._,, AREA PER Pl.ANTING NOTE# 8, TYPICAL ' ' ' ' ' ' ' BOUNDARY OF POTENTIALLY SIGNIFICANT VEGETATION -PRCTECT IN PLACE I I I I I I ' PRQPERIY::tlNE~,. -L_ \ .\ - +-t-++-+++ I 111-++•<-++ ++-<-++-+++-+\l---++--++-1-++-<-1 II+++-++--+•--+ ++-++-++ -+++-111 I ++--++-+ --+•--+~-I --,----+--+ I I -+---+--+---1 ----+---+ I -_-_•_-_-_-_._-+----•--.-•• -I-I I =-:-:-= = = =: ~: = = = = = :-:-=-=-:---- -' - - -~,-- - - --+, - -I -\ -.,.+_+_-i--•-•--.-_• + -1\ ' -., ++-/-++--++--\+Ii_ -+1+--++--++ ' I+--++-II I - + /+ - - + + - - + + --+ + - + + + - + + + I ,I ++ ++4-++•-++t , -➔ -•1+ - -+ + - - • + --,+ TT++++++1111,'·1 + ++ ++S-++4-++I , I .+ + +++++++++1+1+1+1+11,1,,·,.,11+1+++ ++++++++++++•,II I + + + + + + + I I I I I ',1 I I I +++++++++++++++++++1+1 I ~I I I I I I' +++++1111,11\1+<' I .,1 I J" I I -. I -¥ + + l+t <++,- 1 I I I I '\, I I I+ I+ + + + + + + + + + + I I" ,I ' I I I/ I I \ I + + + I I ,1 I + + + + + + t-+ + + !-+ + 1,1 .1 1 _,_'.,_-\;'~+ '/'.---~ ·,:_1;....:.....:,._ " 1, ; r ' c-· I --I + + -t- " ' ' ,, , I , ' ' ' ' ADJACENT NOV AREA (SE POLYGON)-PROTECTIN PLACE ----------•·----:-::::=""-- May 05. 2015 -4:L8PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Planting\L3.01 Planting Plan.dwg [ \ ' \ \ \ =-.C ;-/ ,,, ' ' ~----l ' ' ' ' I I. I ' ' ' I I I ' ' . I I I I I I .--\~ 1-1- ·c:"C I \ l I I I I I I I I I I I I ,-. I I I I I I I I I I I I I I I I I ' I t- \ \ \ ' II -\ ' ' \ ' ' \ ..,........,.., r--- 1 I I I I I I I I I I I I I I I I I I I I -,- .,,__,,_' D SCENIC ---- --. ,--'--------'---_--- I I I ' I I I I I I I J I / ···-c';:-"-c-</" I I I I I I I --- I I I I I I . I ------- I I 8 . ~ ~ w :::c Cl) w w Cl) w z ::::i :::c 0 BRICK DUST INFIELD ·~ I :E SEMENT , I -, I ~----, I I - I I I I I I I I I I I PLANTING LEGEND: CSS Areas SYMBOi.NAME LBS/ACRE % . " ' . " -. RESIDENTIAL BUFFER AREA 7~----v--' Baccharis pilularis 0.50 5 . , .. , " ' ,, ... -C '" Encelia calttornica 6.00 30 lsocoma menziesii 6.00 30 Leymus condensatus 0.10 5 Lotus scopar1us 0.50 5 Opunlia littoralis 1.00 10 Mimulus aurantiacus 0.50 5 Rhus integrifolia 0.50 5 Yucca whipplei 0.50 5 25% of Residential Buffer area will be planted Yl'lth the following ratio of 1 gallon container plants spaced at 5' o,c, in a random pattern: 20% Baccharis pilular1s, 30% Encillea callfomlca, 30% lsoccma menziesii, ard 20% Oputnia litteralis - - + + -EXPANDED CSS AREA + + - - + ' ' + + - - + Amsinckia rnenziesii var. intermedia 0.10 1 - - + + - Memsia califomica 5.30 20 Baccharis pilularis 2.00 5 Bromus carinatus 0.30 1 Encelia calttornica 7.00 20 Eriogonum fasciculabJm 10.00 20 E~ophyllum contertlflorum 0.20 2 lsocoma menziesii 0.50 5 lsocomeris arborea 0.50 3 Leymus condensatus 0.10 3 Lotus scoparus 0.10 1 Lupinus succulentus 0.10 1 Mimulus aurantiacus 0.20 3 Nassella lepida 0.10 2 Opunlla llttoralls 0.80 3 Phacelia cicutaria 0.10 1 Phacelia mioor 0.10 1 Rhus integrifolia 0.50 5 Salvia mellifera 0.20 3 25% of Expanded CSS area will be planted with the following ratio of 1 gallon container plants spaced at 5' o.c. in a random pattern: 30% Artemesia califomica, 5% Baccharis pilularis, 30% Enciliea callfornlca, 25% Eriogonum fasclcularum, and 10% Oputnla litteralls PLANTING LEGEND: CSS/Residential Buffer Containers SYr.tlOI...NAME f+-; Artemisia californica California sagebrush Baccharis pilularis Coyote Bush Encelia califomica Coast Sunflower Eriogonum fasciculatum CaHfoma Buckwheat lsocorna. menziesii Menzies' Goldenbush Opuntia littoralis Coast Prickly Pear PLANTING NOTES SIZE 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. DETAIL A, B&F/ L3.0B A, B&F/ L3.08 A, B&F/ L3.08 A, B&F/ L3.08 A, B&F/ L3.0B A, B&F/ L3.08 1. In all shrub and groundcover areas nol seeded, a,:ply 3' layer of forest floor bark mulch per specifications. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect and maintain in place all existing plant ma1erial unless specifically directed otherwise by Owner/Landscape Architect. All pant material removed or damaged shall be replaced with new plant material of equal size at the discretion of the Owner/l.andscape Architect. 3. Refer to planting specifications for planting soil mix. 4. All tree locatloos shall be approved In the fleld by landscape architect. 5. All clearance data per City of Newport Beach tree planting standards ard guidelines. 6. Seed Mix is available through: S&S Seeds, Inc, P.O. Bax 1275, Carpintella, CA 93014-1275 (805) 684--0436 7. Unless noted otherwise, all container grasses along walkways shall be planted 12" from the back of walk. The gap shall be filled with a minimum of 3" of bark mulch 8. Contractor to remove all invasive plant material from projecl site, including, but not limited to mustard, pampas grass, tarmarisk,iceplant and any other invasive species as directed by the City consultant. NOTES FROM CCC UST OF SPECIAL CONDITIONS 1. The permittee shall be responsible for ensuring that non-native landscaping within the park is maintained to prevent spill-over into ESHA or tufters to ESHA. 2. The permittee shall be responsible for ensuring that no non-native or Invasive species persist within ESHA or buffers to ESHA Within the first 5 years since commencement of use of the park facility by lhe public, lhe permlttee shaJI be authorized to remove non-native or Invasive species fi"om ESHA and buffers to ESHA. Such removal shaJI occur a minimum of once per year. 3. Alter 5 years since commencement of use of the park facility by the public, the removal or trimming of vegetation within buffers to ESI-IA or ESHA, including but not limited to removal cr trimming for fire hazard maragernent purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, other than in the puposed 'Turr area shall occur during the breeding season of the California gnatcatcher, which is between February 15 and august 31. 5. Fll/0 years since corrmencement of use of the park facility by the public the applicant shall submit for the review and approval of the Executive Director a landscape monitoring report, prepared by a licensed L.andsc.ape Architect or qualifled Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape pan approved pursuant to this Special Condltlon. The monitoring report shall include photographk:: documentation of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs For plant quantities and California Coastal Commission coodition requirements refer to the Master Planting Legend on Sheet L3.07 ,_ NAME SIZE DETAIL p -------- Rhus lancea 48' Box/ Per Plan C,D, G&H/ African sumac ~ 3.08 ' --A, A, -./ Ff1 0 ---- Chilcpsis linearis 33" Bo1 Pa-A"1 C&D/ Desert Willow ~ L3.0B j Ff1 0 Chilcpsis linearis ~ 33" Bo1 Pa-A"1 C,D&H/ Desert Willow .\. LS.OB 22 / 0 Heteromeles artxrtilolia 15 gaV Per Plan C&D/ Toyon L3.0B 0 Lyonolhamnus flarbJndus• ~-C,D&H/ Fbr1b111dus 24' Box/ Per Plan Catlina lrormood 22 LS.OB / 0 Platanus racemosa 36' Box/ Par Plan C,D, G&H/ Gallomla Sycamore L3.0B 0 Rhus inte!Jlloia 15gaVPer P~ C&D/ Lemonade Beny LS.OB 0 Rhusovata 15 gaV Per Plan C&D/ Sugar Bush L3.08 ----Linear Root Barner -E/L3.0B by Deep Root PLANTING LEGEND: Grasses, Groundcovers and Turf -----NAME SIZE {f:~t;>. Carissa grandiflora 'Green Carpet' 5 Gal,@ Natal Plum 24'0.C. i:+~I Leymus condensatus 'Canyon Prince' 1 Gal.@ , __ . Canyon Prince Wild Rfe 30' o.c. -Muhlerbergia rigens 1 Gru@ (:~·1 ·,:::::' Doorgrass 24"O.C. '..I.: Muhlerbergia capillaris 1 Gru@ ' ' Pink Muhtygrass 24"0.C. -~ :~~-~I~~:~~ Sisyrinchium bellum 1 Gru@ B1ue-E1n::>n Grass 12"0.C. .. •· sodded Turf Grass: Bandera over-seeded ... lermuda Sod by West Coast T url or Approved Eq. c□□c□□cac □So G """1 ""1 "!11I JddedTurf rass: 0011deraover-seeded ~~~~~~~~~~Bermuda Sod by West c.oastTurf or Approved Eq. PLANTING LEGEND: Shrubs and Vines , ____ _ NAME Achillea millefolium Common Yarrow Achlllea mlllefollum 'Rosea' Common Yarrow Baccharis pilularis Coyote Bush Baccharis salicifolia Mulefat Ceanothus g.h.'Yankee Point' Wild Lilac Ceanothus 'Joyce Coulte~ Wild Lilac Encelia californica Coast Sunflower J ~-/:i)'x E~on~m fasciculatum • ✓-'--, :, Calttomia Buckwheat -~ Penstemon grlnellll i: .-. : Grinnell's Beardtongue .-f+i lsomeris arborea Bladderpod Lupinus succulentus Arroyo Lupine Mirrulus aurantiacus Sticky Monkey Flower Penstemon centranthilolus Scarlet Bugler Rhapheolepis indica Clara' Indian Hawthorn Romneya coulteri Matilija Poppy Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Prostrate Rosemary Salvia 'Alan Chickering' Alan Chickering Sage Salvia greggii Autumn Sage Salvia leucantha Mexican Bush Sage Vitis calttornica Calttomia \A/ild Grape 0 Key IVlap 5 10 SIZE 1 Gal.@ 30' o.c. Seed 1 Gw@ 48"O.C. 1 Gw@ 36" o.c. 5Gal.@ 8'O.C. 5Gal,@ 60'' o.c. 1 Gw@ 36" o.c. 1 Gw@ 18"0.C . 5Gal.@ 24"O.C 1 Gru.@ 48"O.C. 1 Gal.@ 24'0.C. 1 Gal.@ 30' o.c. 1 Gw@ 24"O.C. 5Gal.@ 30' o.c. 1 Gal.@ 60' o.c. 1 Gru@ 36' o.c. 1 Gw@ 42"O.C. 1 Gru@ 36" o.c. 1 Gru@ 36" o.c. 4" Liners One Each Cell 20 DETAIL A,B&F/ L3.08 A,B&F/ L3.0B A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ LS.OB DETAIL A,B&F/ L3.08 A,B&F/ L3.0B A,B&F/ L3.08 A,B&F/ L3.0B A,B&F/ L3.08 A,B&F/ L3.0B A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.0B A,B&F/ LS.OB A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.0B A,B&F/ LS.OB A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.0B I /L3.0B 40 Feet REC"'"(:, RC s···· ET '"""", I '"""" l ... ~; l .. ) .... Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant c:n C ·-c C 0 -a. - C c:n ·-"' GI -a C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I "' -a C 0 - "- >- Revisions By Date City Review Set 1st CoNB SubMittal JB/SH 02.21.13 JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Planting Plan rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all ~opynghts. stm..roiy and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gr,s oonta ned lherei1 in all fon1ats. includilg prirted ard dgitizOO. T 1ese dra.wings ms nol tc 00 a tered in Elro/ 11'8f, ncrasslgnec toe. third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rc-n EPTDESl8N. lii UJ 12 0 u &' e E 8 51 0. -----/- / / ' ,/- I I I __,,----f ;'• I I I l -:, ,, / ~ ' - I I I I I --------z1tc-=rt~t:--~\ ---f--------j --- r \ I \ \ \ - ADJACEITT NOV AREA (SE POLYGON) -PR01ECT IN PLACE - - MATCHLINE -SEE SHEET L3.01 - ADJACENT NOV AREA (SE POLYGON) -PRO1ECT IN PLACE WEST COAST HIGHWAY -~-- Ci -+- I I :-/: I y I r--\__ ' ' ' ' -Y- I I I I ~ I May 05, 2015 -4:L9PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Planting\L3.02 Planting Plan.dwg \ ., I I' I I I I ~ --,.- ' ·I "- \ I I j I I -------- ' I I - --i-= ----=--+ ---=-= --, -~---=--------=-___:-=-=----=---=--= -I L ____ _ 'L "- ' 5 :;__,- TURF BLOCK ~ -------------, ---------\ -~,, ,_, I I I I I r--! • PLANTING LEGEND: CSS Areas SYMBOi.NAME LBS/ACRE % . " ' . " -' RESIDENTIAL BUFFER AREA 7~----v-- -.-·"· ' •," Baccharis pilularis 0,50 5 ,•,··," "• ,,._,' ----- Encelia calttornica 6-00 30 lsocoma menziesii 6,00 30 Leymus ccndensatus 0,10 5 Lotus scopar1us 0,50 5 Opunlia littoralis 1,00 10 Mimull.lS aurantiacus 0,50 5 Rhus integrifolia 0,50 5 Yucca whipplei 0,50 5 25% of Residential Buffer area will be planted Yl'lth the following ratio of 1 gallon container plants spaced at 5' o,c, in a random pattern: 20% Baccharis pilular1s, 30% Encillea callfomlca, 30% lsoccma menziesii, ard 20% Oputnia litteralis - - + + -EXPANDED CSS AREA + + - - + - -+ + - - + Amsinckia rnenziesii var. intermedia 0,10 1 - - + + - Memsia califomica 5_30 20 Baccharis pilularis 2,00 5 Bromus carinatus 0-30 1 Encelia calttornica 7,00 20 Eriogonum fasciculabJm 1Q_OQ 20 E~ophyllum confertlflorum 0,20 2 lsocoma menziesii 0,50 5 lsocomeris arborea 0,50 3 Leymus condensatus 0,10 3 Lotus scoparus 0,10 1 Lupinus succulentus 0,10 1 Mimulus aurantiacus 0,20 3 Nassella lepida 0,10 2 Opunlla llttoralls 0,80 3 Phacelia cicutaria 0,10 1 Phacelia mioor 0,10 1 Rhus integrifolia 0,50 5 Salvia mellifera 0,20 3 25% of Expanded CSS area will be planted with the following ratio of 1 gallon container plants spaced at 5' o.c. in a random pattern: 30% Artemesia californica, 5% Baccharis pilularis, 30% Enciliea callfornlca, 25% Eriogonum fasclcularum, and 10% Oputnla litteralls PLANTING LEGEND: CSS/Residential Buffer Containers SYMBOi.NAME i' • ·,)>' f+--; Artemisia californica California sagebrush Baccharis pilularis Coyote Bush Encelia califomica Coast Sunflower Eriogonum fasciculatum CaHfoma Buckwheat lsocorna menziesii Menzies' Goldenbush Opuntia. littoralis Coast Prickly Pear PLANTING NOTES SIZE 1 GaL@ 60' o_c_ 1 GaL@ 60' O-C- 1 GaL@ 60' o_c_ 1 GaL@ 60' o_c_ 1 GaL@ 60' o_c_ 1 GaL@ 60' O-C- DETAIL A. B&F/ L3.08 A. B&F/ L3.08 A. B&F/ L3_Q8 A. B&F/ L3.08 A. B&F/ L3.08 A. B&F/ L3.08 1. In all shrub and groundcover areas nol seeded, ai:ply 3' layer of forest floor bark mulch per specifications. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect and maintain in place all existing plant material unless specifically directed otherwise by Owner/Landscape Architect. All pant material removed or damaged shall be replaced with new plant material of equal size at the discretion of the Owner/l.andscape Architect. 3. Refer to planting specifications for planting soil mix. 4. All tree locatloos shall be approved In the field by landscape architect. 5. All clearance data per City of Newport Beach tree planting standards ard guidelines. 6. Seed Mix is available through: S&S Seeds, Inc, P.O. Bax 1275, Carpintella. CA 93014-1275 (805) 664--0436 7. Unless noted otherwise, all container grasses along walkways shall be planted 12" from the back of walk. The gap shall be filled with a minimum of 3" of bark mulch 8. Contractor to remove all invasive plant material from projecl site, including, but not limited to mustard, pampas grass, tarmarisk,iceplant and any other invasive species as directed by the City consultant. NOTES FROM CCC UST OF SPECIAL CONDITIONS 1. The permittee shall be responsible for ensuring that non-native landscaping within the park is maintained to prevent spill-over into ESHA or b..Iffers to ESHA. 2. The permittee shall be responsible for ensuring that no non-native or Invasive species persist within ESHA or buffers to ESHA Within the first 5 years since commencement of use of the park facility by lhe public, lhe permlttee shaJI be authorized to remove non-native or Invasive species fiom ESHA and buffers to ESHA. Such removal shaJI occur a minimum of once per year. 3. Alter 5 years since commencement of use of the park facility by the public, the removal or trimming of vegetation within buffers to ESI-IA or ESHA, including but not limited to removal cr trimming for fire hazard maragernent purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, other than in the puposed 'Turr area shall occur during the breeding season of the Galifornia gnatcatcher, which is between February 15 and august 31. 5. Fll/8 years since corrmencement of use of the park facility by the public the applicant shall submit for the review and approval of the Executive Director a landscape monitoring report, prepared by a licensed Landscape Architect or qualified Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape pan approved pursuant to this Special Condltlon. The monitoring report shall include photographk:: documentation of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs For plant quantities and California Coastal Commission coodition requirements refer to the Master Planting Legend on Sheet L3.07 --NAME SIZE DETAIL p -------- Rhus lancea 48' Box/ Per Plan C,D, G&H/ African sumac ~ 3_08 ' --A. A. -_,,-Ff1 0 ---- Chilcpsis linearis 36' Bo1 Pa-A"1 C&D/ Desert Willow ~ L3,08 j Ff1 0 Chilcpsis linearis ~ 36' Bo1 Pa-A"1 C,D&H/ Desert Willow '\. L3,08 22 / 0 Heteromeles artx.rtilolia 15 gaV Per Plan C&D/ Toyon L3,08 0 Lyonolhamnus flarbJndus• ~-C,D&H/ Fbr1b111dus 24' Box/ Per Plan Catlina lrormood 22 L3,08 / 0 Platanus racemosa 36' Box/ Par Plan C,D, G&H/ Gallomla Sycamore L3,08 0 Rhus inte!Jlfoia 15gaVPer P~ C&D/ Lemonade Beny L3,08 0 Rhusovata 15 gaV Per Plan C&D/ Sugar Bush L3_Q8 ----Linear Root Barner -E/L3-08 by Deep Root PLANTING LEGEND: Grasses, Groundcovers and Turf -----NAME SIZE {f:~t;S, Carissa grandiflora 'Green Carpet' 5Gal@ Natal Plum 24•o_c_ i:+~I Leymus condensatus 'Canyon Prince' 1 GaL@ •. -· Canyon Prince Wild Rfe 30' O,C_ (~·1 Muhlerbergia rigens 1 G~@ ·s:::::· Doorgrass 24"O.C. '..I.: Muhlerbergia capillaris 1 G~@ • • Pink Muhlygrass 24"O_c_ -~ :~~-~I~~:~~ Sisyrinchium bellum 1 Gru@ B1ue-E1n::>n Grass 12"O,C_ :-sodded Turf Grass: Bandera over-seeded -· - lermuda Sod by West Coast T url or Approved Eq_ c□□c□□cac □So G """' ""' "j''I JddedTurf rass: 0011deraover-seeded ~~~~~~~~~~Bermuda Sod by West c.oastTurf or Approved Eq. PLANTING LEGEND: Shrubs and Vines , ____ _ NAME Achillea millefolium Common Yarrow (1:-\ Baccharis pilularis , --·· Coyote Bush Baccharis salicifolia Mulefat Ceanothus g.h.'Yankee Point' Wild Lilac Ceanothus 'Joyce Coulte~ Wild Lilac Encelia californica Coast Sunflower J ~-/:i)'x E~on~m fasciculatum , ✓-'-·, :, Calttornia Buckwheat -~ Penstemon grlnellll i: .-. : Grinnell's Beardtongue ,- f-+i lsomeris arborea Bladderpod Lupinus succulentus Arroyo Lupine Mim.Jlus aurantiacus Sticky Monkey Flower Penstemon centranthifolus Scarlet Bugler Rhapheolepis indica Clara' Indian Hawthorn Romneya coulteri Matilija Poppy Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Prostrate Rosemary Salvia 'Alan Chickering' Alan Chickering Sage Salvia greggii Autumn Sage Salvia leucantha Mexican Bush Sage Vitis calttornica Calttomia \A/ild Grape 0 5 10 Key IVlap SIZE 1 GaL@ 30' o_c_ Seed 1 Gw@ 48"O.C. 1 Gw@ 36" o.c. 5GaL@ 8'O.C. 5Gal,@ 60'' o.c. 1 Gw@ 36" o.c. 1 Gw@ 18"O.C. 5GaL@ 24"O.C 1 G~,@ 48"O.C. 1 GaL@ 24'O.C. 1 GaL@ 30' O-C- 1 Gru@ 24"O.C. 5GaL@ 30' o_c_ 1 GaL@ 60' o_c_ 1 G~@ 36' o_c_ 1 Gru@ 42"O.C. 1 Gw@ 36' o_c_ 1 Gw@ 36' o.c. 4" Liners One Each Cell 20 DETAIL A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A,B&F/ L3,08 A,B&F/ L.S,08 DETAIL A.B&F/ L3,08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3,08 A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3,08 A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3,08 A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3,08 A,B&F/ L3.08 A.B&F/ L3.08 I I L3,08 40 Feet REC"'"(:, RC s···-ET '"""", I '"""" l ... ~; l .,) .... Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C "' ·-"'! 01 C N "' 0 "' C ~ "- ~ 0 ~ CJ --0 a. "-"-- C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI "' Cf) -a ~ -0 ~ C >-->-- 0 w ..a ... -0 :::, co ---"" "' -~ i5 GI i5 0 c' ... " " :::, " ~ .. -~ Sl \I .£ GI .. 1--·-..c -\I 0 N ... -~ &i 0 0 D. GI ~ l R a. ii 0 u " ~ \I ., " E 0 u c .!!' ~ ., "' 0 w -a -~ -:;; l_ C " -w 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02,21,13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05,24,13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10,30,13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Planting Plan rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..ro,y and corr moo IErN rght v.lth regard to lhasa dra.wilgs and tha des gr,s oonta ned lherei1 in all fon1ats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elf"o/ 11'8f, ncrasslgnec toa third ~111thoutffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rc-n EPTDESl8N. lii UJ 12 0 u '" a: e -C 0 (.) C ., 0. ., I C!) -0 N r---N -~ Q_ <{ I I I I C ,-, -----1_--:,,,_, ~ ~-----------,' I I I -----------------------------I l F I I I I I I I I I I I I I _______ _ L ____________ _ _____ / I I I I I I n D _J ---' I I I I I I I JI_ 4-------------------+-----+=',----i-------------L ______________ _,r-----~7===;==='====::;,! T"" 0 . :3 w, z I I I I I G'J BRICK DUST INFIEUD I □ I I I I I I ·.~· I I I I ~ I I I I .I I I I_ I r--~-- 1 I I I I I I I I I I I I I I I I I I LINE -,---. --,- I I ''"., I I I I I I I 1. 1. I./ ( I I I 1. I I I I I ·£;·~--- t I ............_._..;, .. ___ _ 11-~- \ ·-,_ ! \ \ I I 1 I l I , SCENIC EASEMENT - J [± _______________________________ _ --------------------~------------------------~~----~ I I I --.. , I , I I I I I I I I I "- May 05, 2015 -4:L9PM '/ 1, /, , , ---------- J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Planting\L3.03 Planting Plan.dwg ---- I I I I j f , I I I I I I I I I I I I I I I I I I I I I I I I ·1, - ---- , I I '-1 , - I I I I I I I I I I_ I I --r- 1 j'\ J I J_ \ __ ...::.,..'--- {' I , -.-- ----------------- MATCHLINE -SEE SHEET L3.04 ,-PROP _j __ -'---------------- -- --- I I I I ____ _{] I ' - ;----------,-I I I I 11111 0 I -----------------------1 11111 I ',CC . .._,:•:r: +:+:+:a:+: +I ~ +t-+++s++ ++-+++-<-++•<-++ + +-+++-++ + = : : : =: :=:::: = :1 ++--+•• --++--+ I I I PLANTING LEGEND: CSS Areas SYMBOi.NAME LBS/ACRE % . " .. " -. RESIDENTIAL BUFFER AREA 7~----v---Baccharis pilularis 0.50 5 . ,--, " ' ,,._, -----Encelia calttornica 6.00 30 lsocoma menziesii 6.00 30 Leymus ccndensatus 0.10 5 Lotus scopar1us 0.50 5 Opunlia littoralis 1.00 10 Mimull.lS aurantiacus 0.50 5 Rhus integrifolia 0.50 5 Yucca whipplei 0.50 5 25% of Residential Buffer area will be planted Yl'lth the following ratio of 1 gallon container plants spaced at 5' o,c, in a random pattern: 20% Baccharis pilular1s, 30% Encillea caJlfomlca, 30% lsoccma menziesii, ard 20% Oputnia litteralis - - + + -EXPANDED CSS AREA + + - - + ' ' + + - - + Amsinckia rnenziesii var. intermedia 0.10 1 - - + + - Memsia califomica 5.30 20 Baccharis pilularis 2.00 5 Bromus carinatus 0.30 1 Encelia caJttornica 7.00 20 Eriogonum fasciculabJm 10.00 20 E~ophyllum confertlflorum 0.20 2 lsocoma menziesii 0.50 5 lsocomeris arborea 0.50 3 Leymus condensatus 0.10 3 Lotus scoparus 0.10 1 Lupinus succulentus 0.10 1 Mimulus aurantiacus 0.20 3 Nassella lepida 0.10 2 Opunlla llttoralls 0.80 3 Pha.celia cicutaria 0.10 1 Pha.celia mioor 0.10 1 Rhus integrifolia 0.50 5 Salvia mellifera 0.20 3 25% of Expanded CSS area will be planted with the following ratio of 1 gallon container plants spaced at 5' o.c. in a random pattern: 30% Artemesia californica, 5% Baccharis pilularis, 30% Enciliea callfornlca, 25% Eriogonum fasclcularum, and 10% Oputnla litteralls PLANTING LEGEND: CSS/Residential Buffer Containers SYMBOi.NAME f+-; Artemisia californica California sagebrush Baccharis pilularis CoycteBush Encelia califomica Coast Sunflower Eriogonum fasciculatum CaHfoma Buckwhea1 lsocorna menziesii Menzies' Goldenbush Opuntia littoralis Coast Prickly Pear PLANTING NOTES SIZE 1 Gal.@ 60" o.c. 1 Gal.@ 60" o.c. 1 Gal.@ 60" o.c. 1 Gal.@ 60" o.c. 1 Gal.@ 60" o.c. 1 Gal.@ 60" o.c. DETAIL A. B&F/ L3,08 A. B&F/ L3,08 A. B&F/ L3.08 A. B&F/ L3,08 A. B&F/ L3,08 A. B&F/ L3,08 1. In all shrub and groundcover areas nol seeded, ai:ply 3' layer of forest floor bark mulch per specifications. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect and maintain in place all existing plant material unless specifically directed otherwise by Owner/Landscape Architect. All pant material removed or damaged shall be replaced with new plant material of equal size at the discretion of the Owner/Landscape Architect. 3. Refer to planting specifications for planting soil mix. 4. All tree locatloos shall be approved In the field by landscape architect. 5. All clearance data per City of Newport Beach tree planting standards ard guidelines. 6. Seed Mix is available through: S&S Seeds, Inc, P.O. Bax 1275, Carpintella. CA 93014-1275 (805) 6B4--0436 7. Unless noted otherwise, all container grasses along walkways shall be planted 12" from the back of walk. The gap shall be filled with a minimum of 3" of bark mulch 8. Contractor to remove all invasive plant material from projecl site, including, but not limited to mustard, pampas grass, tarmarisk,iceplant and any other invasive species as directed by the City consultant. NOTES FROM CCC UST OF SPECIAL CONDfTIONS 1. The permittee shall be responsible for ensuring that non-native landscaping within the park is maintained to prevent spill-over into ESHA or b..Iffers to ESHA. 2. The permittee shall be responsible for ensuring that no non-native or Invasive species persist within ESHA or buffers to ESHA Within the first 5 years since commencement of use of the park facility by lhe public, lhe permlttee shaJI be authorized to remove non-native or Invasive species fiom ESHA and buffers to ESI-IA. Such removal shaJI occur a minimum of once per year. 3. Alter 5 years since commencement of use of the park facility by the public, the removal or trimming of vegetation within buffers to ESI-IA or ESHA, including but not limited to removal a-trimming for fire hazard maragernent purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, other than in the puposed 'Turr area shall occur during the breeding season of the California gnatcatcher, which is between February 15 and august 31. 5. Fll/8 years since corrmencement of use of the park facility by the public the applicant shall submit for the review and approval of the Executive Director a landscape monitoring report, prepared by a licensed L.andsc.ape Architect or qualified Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape pan approved pursuant to this Special Condltlon. The monitoring report shall include photographk:: documentation of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs For plant quantities and California Coastal Commission coodition requirements refer to the Master Planting Legend on Sheet L3.07 --NAME SIZE DETAIL p -------- Rhus lancea 48' Box/ Per Plan C,D, G&H/ African sumac ~ 3.08 '. . A, A, . _/ Ff1 0 ---- Chilcpsis linearis 33" Bo1 Pa-A"1 C&D/ Desert Willow ~ L3.08 j Ff1 0 Chilcpsis linearis ~ 33" Bo1 Pa-A"1 C,D&H/ Desert Willow '\. L3.08 22 / 0 Heteromeles artx.rtilolia 15 gaV Per Plan C&D/ Toyon L3.08 0 Lyonolhamnus flarbJndus, ~-C,D&H/ Fbr1b111dus 24' Box/ Per Plan Catlina lrormood 22 L3.08 / 0 Platanus racemosa 36' Box/ Par Plan C,D, G&H/ Gallomla Sycamore L3.08 0 Rhus inte!Jlfoia 15gaVPer P~ C&D/ Lemonade Beny L3.08 0 Rhusovata 15 gaV Per Plan C&D/ Sugar Bush L3.08 ----Linear Root Barner -E/L3.08 by Deep Root PLANTING LEGEND: Grasses, Groundcovers and Turf -----NAME SIZE {f:~t;>. Carissa grandiflora 'Green Carpet' 5Gal@ Natal Plum 24"0.C. i:+~I Leymus condensatus 'Canyon Prince' 1 Gal.@ ,, _, Canyon Prince Wild Rfe 30" o.c. -Muhlerbergia rigens 1 Gru@ (:~·1 ·s:::::' Doorgrass 24"O.C. '..I.: Muhlerbergia capillaris 1 Gru@ . ' Pink Muhlygrass 24"0.C. ·~ :~~-~I~~:~~ Sisyrinchium bellum 1 Gru@ B1ue-E1n::>n Grass 12"0.C. --•· sodded Turf Grass: Bandera over-seeded -·' lermuda Sod by West Coast T url or Approved Eq. c□□c□□cac □So G """' ""' "j''I JddedTurf rass: 0011deraover-seeded ~~~~~~~~~~Bermuda Sod by West c.oastTurf or Approved Eq. PLANTING LEGEND: Shrubs and Vines , ____ _ NAME Achillea millefolium Common Yarrow Achlllea mlllefollum 'Rosea' Common Yarrow Baccharis pilularis Coyote Bush Baccharis salicilolia Mulefat Ceanothus g.h.'Yankee Point' Wild Lilac Ceanothus 'Joyce Coulte~ Wild Lilac Encelia californica Coast Sunflower J ~-/:i)'x E~on~m fasciculatum , ✓-'-·, :, Calttornia Buckwheat -~ Penstemon grlnellll i: .-. : Grinnell's Beardtongue lsomeris arborea Bladderpod Lupinus succulentus Arroyo Lupine Mim.Jlus aurantiacus Sticky Monkey Flower Penstemon centranthifolus Scarlet Bugler Rhapheolepis indica Clara' Indian Hawthorn Romneya coulteri Matilija Poppy Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Prostrate Rosemary Salvia 'Alan Chickering' Alan Chickering Sage Salvia greggii Autumn Sage Salvia leucantha Mexican Bush Sage Vitis californica Calttomia \A/ild Grape 0 Key IVlap 5 10 SIZE 1 Gal.@ 30" o.c. Seed 1 Gw@ 48"O.C. 1 Gw@ 36" o.c. 5Gal.@ 8'O.C. 5Gal,@ 60'' o.c. 1 Gw@ 36" o.c. 1 Gw@ 18"O.C. 5Gal.@ 24"O.C 1 Gru,@ 48"O.C. 1 Gal.@ 24'O.C. 1 Gal.@ 30" o.c. 1 Gw@ 24"O.C. 5Gal.@ 30" o.c. 1 Gal.@ 60" o.c. 1 Gru@ 36" o.c. 1 Gw@ 42"O.C. 1 Gru@ 36" o.c. 1 Gru@ 36' o.c. 4" Liners One Each Cell 20 DETAIL A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L.S,08 DETAIL A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A,B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A.B&F/ L3.08 A,B&F/ L3.08 A.B&F/ L3.08 I /L3.08 40 Feet REC"'"(:, RC s·•,, ET '"""", I '"""' l , .. ~; l .,) ,,., Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C "' ·-"! 01 C N "' 0 "' C ~ " ~ 0 ~ CJ --0 a. u.. u.. - C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI "' Cf) -a ~ -0 ~ C >->- 0 w .a .. -0 :::, co ---"' "' -~ i5 GI i5 0 c' .. " " :::, " ~ .. -~ Sl \I .£ GI .. 1--·-.c -\I 0 N .. -~ &i 0 0 D. GI ~ l R a. ii 0 u " ~ \I ., " E 0 u c .!!' ~ ., "' 0 w -a -~ ... l_ C " -w 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Planting Plan rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..rOI)' and corr moo IErN rght v,ith regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elf"o/ 11'8f, nor assignee toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u '" a: e -C 0 (.) C ., 0. ., I C!) -0 N r---N -~ Q_ <{ @l ~ ~ w I en w w en w z ::i I 0 ~ ~ I I ; -- ·I 1-1 •-, ,_, 1._, --1-_-:_--- I 1--------- 1 I -- 1 I I I I fi ---- ,'\.' ,_ -,--, ., ____ \ ----· -------\--- (~ ------------i- i I I I I I I I I. a I • ~~-~-~ ~------------I WEST _g9_~~-T~~l~HY;tAY _ I May 05, 2015 -4:50PM J :\E07-500\E07-511 Sur set Ridge Park\CAD\Sheets\CD\Planting\L3.04 Planting Plan.dwg --~)t MATCHLINE -SEE SHEET L3.03 \ , , , I , I , 1 I I , \\I / , , / FlRST ROW OF PLANT MATEAL'\L SHALL BE 48' FROM BACK OF WALK PLACE 48' WIDE STRIP OF BARK MULCH FROM BACK OF WALK I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I I ,_ I I I I I I I ~ I I I I I I I 1-- -1111111 / / / -- WEST COAST HIGHWA_ Y -- l -·~ _j \ I \.\, I I I I I I I I • I I I I , I I I I , !_ I I I I I I I I I I ~ I \r-= -(~x ~=:_:_j'='1"·.'-t" :j,C~=~~~=;=;;-,~~~~;;;;-========-= -\·R~..::-----=--=-- I I I I I I I I I I -, I I I I I I I I I I I I I I I -\ I I I I I I I , I , , I I I I I I I I • PLANTING LEGEND: CSS Areas SYMBOi.NAME LBS/ACRE % . " ' . " -' RESIDENTL'\L BUFFlER AREA 7-----,--,, ', ' •," Baccharis pilularis 0.50 5 ' ,--, " ' ,,.,' ----- Encelia calttornica 6.00 30 lsocoma menziesii 6.00 30 Leymus ccndensatus 0.10 5 Lotus scopar1us 0.50 5 Opunlia littoralis 1.00 10 Mimull.lS aurantiacus 0.50 5 Rhus integrifolia 0.50 5 Yucca whipplei 0.50 5 25% of Residential Buffer area will be planted Yl'lth the following ratio of 1 gallon container plants spaced at 5' o,c, in a random pattern: 20% Baccharis pilular1s, 30% Encillea callfomlca, 30% lsoccma menziesii, ard 20% Oputnia litteralis - - + + -EXPANDED CSS AREA + + - - + , , + + - - + Amsinckia rnenziesii var. intermedia 0.10 1 - - + + - Memsia califomica 5.30 20 Baccharis pilularis 2.00 5 Bromus carinatus 0.30 1 Encelia calttornica 7.00 20 Eriogonum fasciculabJm 10.00 20 E~ophyllum confertlflorum 0.20 2 lsocoma menziesii 0.50 5 lsocomeris arborea 0.50 3 Leymus condensatus 0.10 3 Lotus scoparus 0.10 1 Lupinus succulentus 0.10 1 Mimulus aurantiacus 0.20 3 Nassella lepida 0.10 2 Opunlla llttoralls 0.80 3 Pha.celia cicutaria 0.10 1 Pha.celia mioor 0.10 1 Rhus integrifolia 0.50 5 Salvia mellifera 0.20 3 25% of Expanded CSS area will be planted with the following ratio of 1 gallon container plants spaced at 5' o.c. in a random pattern: 30% Artemesia californica, 5% Baccharis pilularis, 30% Enciliea callfornlca, 25% Eriogonum fasclcularum, and 10% Oputnla litteralls PLANTING LEGEND: CSS/Residential Buffer Containers SYMBOi.NAME i' - ·,)>' f+-; Artemisia californica California sagebrush Baccharis pilularis Coyote Bush Encelia califomica Coast Sunflower Eriogonum fasciculatum Gallorno. Buckwheat lsocorna. menziesii Menzies' Goldenbush Opuntia littoralis Coast Prickly Pear PLANTING NOTES SIZE 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. 1 Gal.@ 60' o.c. DETAIL A, B&F/ L3.08 A, B&F/ L3.08 A, B&F/ L3.08 A, B&F/ L3.08 A, B&F/ L3.08 A, B&F/ L3.08 1. In all shrub and groundcover areas nol seeded, ai:ply 3' layer of forest floor bark mulch per specifications. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect and maintain in place all existing plant material unless specifically directed otherwise by Owner/Landscape Architect. All pant material removed or damaged shall be replaced with new plant material of equal size at the discretion of the Owner/l.andscape Architect. 3. Refer to planting specifications for planting soil mix. 4. All tree locatloos shall be approved In the field by landscape architect. 5. All clearance data per City of Newport Beach tree planting standards ard guidelines. 6. Seed Mix is available through: S&S Seeds, Inc, P.O. Bax 1275, Carpintella. CA 93014-1275 (805) 664--0436 7. Unless noted otherwise, all container grasses along walkways shall be planted 12" from the back of walk. The gap shall be filled with a minimum of 3" of bark mulch 8. Contractor to remove all invasive plant material from projecl site, including, but not limited to mustard, pampas grass, tarmarisk,iceplant and any other invasive species as directed by the City consultant. NOTES FROM CCC UST OF SPECIAL CONDITIONS 1. The permittee shall be responsible for ensuring that non-native landscaping within the park is maintained to prevent spill-over into ESHA or b..Iffers to ESHA. 2. The permittee shall be responsible for ensuring that no non-native or Invasive species persist within ESHA or buffers to ESHA Within the first 5 years since commencement of use of the park facility by lhe public, lhe permlttee shall be authorized to remove non-native or Invasive species fi"om ESHA and buffers to ESHA. Such removal shall occur a minimum of once per year. 3. Alter 5 years since commencement of use of the park facility by the public, the removal or trimming of vegetation within buffers to ESI-IA or ESHA, including but not limited to removal cr trimming for fire hazard maragernent purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, other than in the puposed 'Turr area shall occur during the breeding season of the Galifornia gnatcatcher, which is between February 15 and august 31. 5. Frve years since corrmencement of use of the park facility by the public the applicant shall submit for the review and approval of the Executive Director a landscape monitoring report, prepared by a licensed Landscape Architect or qualified Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape pan approved pursuant to this Special Condltlon. The monitoring report shall include photographk:: documentation of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs For plant quantities and California Coastal Commission coodition requirements refer to the Master Planting Legend on Sheet L3.07 --NAME SIZE DETAIL p . . . . . . . . Rhus lancea 48' Box/ Per Plan C.D, G&H/ African sumac ~ 3.08 '. . A. A. . ./ Ff1 0 . . . . Chilcpsis linearis ::<3' Bo1 Pa-A"1 C&D/ Desert Willow ~ L3.08 j Ff1 0 Chilcpsis linearis ~ ::<3' Bo1 Pa-A"1 C,D&H/ Desert Willow -\... L3.08 22 / 0 Heteromeles artx.rtilolia 15 gaV Per Plan C&D/ Toyon L3.08 0 Lyonolhamnus flarbJndus, ~-C,D&H/ Fbr1b111dus 24' Box/ Per Plan Catlina lrormood 22 L3.08 / 0 Platanus racemosa 36' Box/ Par Plan C,D, G&H/ Gallornla Sycamore L3.08 0 Rhus inte!Jlloia 15gaVPer P~ C&D/ Lemonade Beny L3.08 0 Rhusovata 15 gaV Per Plan C&D/ Sugar Bush L3.08 ----Linear Root Barner -E/L3.08 by Deep Root PLANTING LEGEND: Grasses, Groundcovers and Turf -----NAME Carissa grandiflora 'Green Carpet' Natal Plum Leymus condensatus 'Canyon Prince' Canyon Prince Wild Rfe Muhlerbergia rigens Doorgrass Muhlerbergia capillaris Pink Muhtygrass SIZE 5Gal@ 24'0.C. 1 Gal.@ 30' o.c. 1 Gru@ 24"O.C. 1 Gru@ 24"0.C. 1 Gru@ 12'0.C. <··· sodded Turf Grass: Bandera over-seeded lerrnuda Sod by West Coast T url or Approved Eq. c□□c□□cac□So dedT "G d eded """' ""' "~ ad u11 rass: Di:111 eraover-se ~~~~~~~~~~Bermuda Sod by West c.oastTurf or Approved Eq. PLANTING LEGEND: Shrubs and Vines , ____ _ NAME Achillea millefolium Common Yarrow 1 1 1 1 ' 1 1 1 Achlllea mlllefollum 'Rosea' ~--~ }_-~ 1 Common Yarrow Baccharis pilularis Coyote Bush Baccharis salicifolia Mulefat Ceanothus g.h.'Yankee Point' Wild Lilac Ceanothus 'Joyce Coulte~ Wild Lilac Encelia califomica Coast Sunflower J ~-/:i)'x E~on~m fasciculatum , ✓-"·, :, Calttornia Buckwheat -~ Penstemon grlnellll i: .-. : Grinnell's Beardtongue lsomeris arborea Bladderpod Lupinus succulentus Arroyo Lupine Mim.Jlus aurantiacus Sticky Monkey Flower Penstemon centranthilolus Scarlet Bugler Rhapheolepis indica Clara' Indian Hawthorn Romneya coulteri Matilija Poppy Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Prostrate Rosemary Salvia 'Alan Chickering' Alan Chickering Sage Salvia greggii Autumn Sage Salvia leucantha Mexican Bush Sage Vitis calttornica Calttomia \A/ild Grape 0 5 10 Key IVlap SIZE 1 Gal.@ 30' o.c. Seed 1 Gw@ 48"O.C. 1 Gw@ 36" o.c. 5GaL@ 8'O.C. 5Gal.@ 60'' o.c. 1 Gw@ 36" o.c. 1 Gw@ 18"O.C. 5GaL@ 24"O.C 1 Gru,@ 48"O.C. 1 Gal.@ 24'O.C. 1 Gal.@ 30' o.c. 1 Gw@ 24"O.C. 5GaL@ 30' o.c. 1 Gal.@ 60' o.c. 1 Gru@ 36' o.c. 1 Gw@ 42"O.C. 1 Gru@ 36' o.c. 1 Gru@ 36" o.c. 4" Liners One Each Cell 20 DETAIL A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 DETAIL A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 A,B&F/ L3.08 I /L3.06 40 Feet REC"'"(:, RC s···-ET '"""", I '"""" l ... ~; l .,) .... Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z CJ Cf) w 0 1-- D.. w Consultant Revisions c:n C ·-c C 0 -a. - C c:n ·-"' GI 'V C 0 .a .. :::, - GI .. :::, .. \I GI .. ·-.c \I .. 0 GI a. 0 \I UI 'V C 0 - u.. >- By Date City Review Set 1st CoNB SubMittal JB/SH 02.21.13 JB 03.08.13 2nd CoNB Submittal Revisior Submittal JB/SH 05.24.13 JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Planting Plan rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all ~opynghts. sunro,y and corr moo IErN rght v.lth regard to lhasa dra.wilgs and the des gr,s oonta ned lherei1 in all fon1ats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elf"o/ 11'8f, ncrasslgnec toa third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u &' r--- C\J L ■ I I I I I I I ------1 _________________________________ J I w z, :::i I I (.) ~ ::iE • ____ J-------------' I ',",",',' ' ' ' + + ,_ + ' ' ' + -!-+ + -+ + + I+ + + - _ I _ I _ I + + I _ I I 1 -1 ' -+ ' ' ' ' ' < I -+ ---+---1' ' ' ' + - - - J I t~,~\-~--~--[~\:,' ~ ---~:~:~r===~=>-- + -+ ' ' - - -r_-____ ,_ - -_,_ • -,- L = -=~ ~~ = ::)~!,:,;!!:-_-:_ ----< I-:~:=~:-:~-~--I I I + + -·-' ' , I •L , -++--+< I++~=~~<~:'.::'.·; ++++++ + + + ' ' ' ' < I I I I I ++++++<I I I I + I I I I I I I I I I I I I --'¾.-~,+:,')'' '+ + + - 1 .. // t =-, - ' ,.-,,' ,,, ,,,./ - \) ' ERTY LINE May 05, 2015 -4:51 PM J .\ED7-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Planting\L.3.05 Planting Plan.dwg L _J ER NOTE # 8, TYPICAL . X , ,, , A'!!:-"' , :,, ~ , , ,',✓/:,;;,-:; '.J-: ' ' . T ++++++ I I I I + + --::._ + + --1 'r +, + + + + + + +, +, c;.,~"-'>"'it.,.-• ~I,+,.+ ' + -s-t-+ + -++-,.-+ I ' ' I I i I I I I ' I I I I I i ' ! -0K--··:/' . c· -#,'-·' r I ( -----7 / ,, I ' I I I • PLANTING LEGEND: CSS Areas SYMBOi.NAME LBS/ACRE % 'c·, -·, " -_._, RESIDENTIAL BUFFER AREA ✓ •• • - -V • -'''/, -·,·· ·,.'. ; ' ._, .. , . -----Baccharis pilularis 0.50 5 Encelia calttornica 6.00 30 lsocoma menziesii 6.00 30 Leymus ccndensatus 0.10 5 Lotus scopar1us 0.50 5 Opunlia lIttoralis 1.00 10 Mimulus aurantiacus 0.50 5 Rhus integrifolia 0.50 5 Yucca whipplei 0.50 5 25% of Resldentlal Buffer area will be planted Yl'lth the following ratio of 1 gallon container plants spaced at 5' o,c, in a random pattern: 20% Baccharis pllular1s, 30% Encillea caJlfomlca, 30% lsoccma menziesii, ard 20% Oputnia litteralis - - + + -EXPANDED CSS AREA + + - - + ' ' + + - - + Amsinckia rnenziesii var. intermedia 0.10 1 - - + + - Memsia califomica 5.30 20 Baccharis pilularis 2.00 5 Bromus carinatus 0.30 1 Encelia caJttornica 7.00 20 Eriogonum fasciculabJm 10.00 20 E~ophyllum confertlflorum 0.20 2 lsocoma menzIesii 0.50 5 lsocomeris arborea 0.50 3 Leymus condensatus 0.10 3 Lotus scoparus 0.10 1 Lupinus succulentus 0.10 1 Mimulus aurantiacus 0.20 3 Nassella lepida 0.10 2 Opunlla llttoralls 0.80 3 Phacelia cicutaria 0.10 1 Phacelia mioor 0.10 1 Rhus integrifolia 0.50 5 Salvia mellifera 0.20 3 25% of Expanded CSS area will be planted with the following ratio of 1 gallon container plants spaced at 5' o.c in a random pattern: 30% Artemesia califomica, 5% Baccharis pilularis, 30% Enciliea callfornlca, 25% Eriogonum fasclcularum, and 10% Oputnla litteralls PLANTING LEGEND: CSS/Residential Buffer Containers SYMBOi.NAME SIZE DETAIL i' Artemisia californica 1 Gal.@ A. B&F/ . ' V .!J California sagebrush 60' o.c. L3,08 T . Bacchans pilularis 1 Gal.@ A. B&F/ ' Coyote Bush 60' o.c. '(' ' L3,08 Encelia califomica 1 Gal.@ A, B&F/ ' ' Coast Sunflower 60' o.c. L3.08 ·-· ,< ', Eriogonum fasciculatum 1 Gal.@ A, B&F/ ;_ .. )' CaHfoma Buckwheat 60' o.c. L3,08 " . lsocorna menziesii 1 Gal.@ A. B&F/ 4--" ',_/ Menzies' Goldenbush 60' O,C. L3.08 7S Opuntia littoralis 1 Gal.@ A. B&F/ Coast Prickly Pear 60' o.c. L3.08 PLANTING NOTES 1. In all shrub and groundcover areas nol seeded, a,:ply 3' layer of forest floor bark mulch per specifications. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect and maintain in place all existing plant material unless specifically directed otherwise by Owner/1...Bndscape kchitect. All plant material removed or damaged shall be replaced with new plant material of equal size at the discretion of the Owner/Landscape Architect. 3. Refer to pl anting speciflcatbns for plantlng soil mlx. 4. All tree locatioos shall be approved in the field by landscape architect. 5. All clearance data per City of Newport Beadl tree planting standards ard guidelines, 6. Seed Mix. is available through: S&S Seeds, Inc. P.O. Box 1275, Carpinteria, CA 93014-1275 (805) 684-0436 7. Unless noted otherwise, all container grasses along walkways shall be planted 12" from the back of walk. The gap shall be filled with a minimum of 3" of bark mulch 8. Contractor to remove all invasive plant material from projecl site, including, bJt not limited to mustard, pampas grass, tarmarlsk.lceplant and any other invasive species as directed by the City consultant. NOTES FROM CCC UST OF SPECIAL CONDITIONS 1. The permittee shall be responsible for ensuring that non-native landscaping within the park is maintained to prevent spill-over into ESHA or buffers to ESH.A.. 2. The permittee shall be responsible for ensuring that no non-native or invasive species persist within ESHA or buffers to ESHA Within the first 5 years since commencement of use of the park facility by lhe public, lhe permittee shaJI be authoreEld to remove non-native or invasive species from ESHA and buffers to ESHA. Such removal shall occur a minimum of once per year. 3. .Alter 5 years since commencement of use of the park facility by the public, the removal or trimming of vegetation within buffers to ESHA or ESHA, including but not limited to removal cr trimming for fire hazard maragement purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, other than in the proposed 'Turf' area shall occur during the breeding season of the California gnatcatcher, which is between February 15 and august 31. 5. Five years since corrrnencement of use of the park facility by the public the applicant shall submit for the rfNlf!NI and a,::;proval of the Executive Director a landscape monitoring report, prepared by a licensed Landscape Architect or qualified Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape plan approved pursuant to this Special Condition. The monitoring report shall Include photographk:: documentation of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs For plant quantities and California Coastal Commission cooditlon requirements refer to the Master Planting Legend on Sheet L3.07 " NAME SIZE DETAIL p -------- Rhus lancea 48' Box/ Per Plan C,D, G&H/ African sumac ~ 3.08 '. . A. A. . ./ Ff1 0 ---- Chilcpsis linearis 36' Bo1 Pa-A"1 C&D/ Desert Willow ~ L3.08 j Ff1 0 Chilcpsis linearis ~ 36' Bo1 Pa' A"1 C,D&H/ Desert WIiow '\. LS.OB 22 / 0 Heteromeles artx.rtilolia 15 gaV Per Plan C&D/ Toyon L3.08 0 Lyonolhamnus flarbJndus, ~· C,D&H/ Fbr1b1.11dus 24' Box/ Per Plan Catlina lrOl'1\-VOod 22 LS.OB / 0 Platanus racemosa 36' Box/ Par Plan C,D, G&H/ Gallomla Sycamore L3.08 0 Rhus inte!Jlfo1a 15gaVPer P~ C&D/ Lemonade Beny LS.OB 0 Rhusovata 15 gaV Per Plan C&D/ Sugar Bush L3.08 ----Linear Root Barner -E/L3.08 by Deep Root PLANTING LEGEND: Grasses, Groundcovers and Turf -----NAME SIZE DETAIL )fi;;?.t;S, Carissa grandiflora 'Green Carpet' 5Gat@ A,B&F/ Natal Plum 24'O.C. L3.08 1:f '1 Leymus condensatus 'Canyon Prince' 1 Gal.@ A.B&F/ Canyon Prince Wild Rfe 30' o.c. L3.08 . Muhlerbergia ngens 1 Gal@ A.B&F/ (:-;=;•1 •:::0-·' Doorgrass 24"O.C. L3.08 '..I.: Muhlerbergia capillaris 1 Gal@ A,B&F/ I I Pink Muhtygrass 24"O.C. L3.08 ·~ ;~<:.:-~~;.;~ Sisyrinchium bellum 1 Gal@ A,B&F/ ::J '"c: ::J C: B1ue-E1n::>n Grass 12"O.C. L.S,08 ->~:::-,~-~-~ ,,. sodded Turf Grass: Bandera over-seeded ·••· ·.,· lermuda Sod by West Coast T url or Approved Eq, rnnrnnr7rn Soddea I urf Grass: oonaera over-seeaed c□□c □□cac □ rnnrnnr7rn rnnrnnr7rn Bermuda Sod by West Coast Turf or .Approved Eq. c □□c □□cac □ PLANTING LEGEND: Shrubs and Vines -NAME SIZE DETAIL --. Achillea millefolium 1 Gal.@ A.B&F/ I Common Yarrow 30' o.c. L3.08 ~" ::=:½½=~ Achillea millefolium 'Rosea' Seed Common Yarrow -_J_ -~r" (-V-, Baccharis pilularis 1 Gal@ A,B&F/ -Coyote Bush 48"O.C. L3.08 -Bacdlaris salicifolia 1 Gal@ A.B&F/ '□ 'i "-Mulefat 36' o.c. L3.08 ( Ceanothus g.h.'Yankee Point' 5GaL@ A,B&F/ '· , Wild Lilac 8'0.C. LS.OB Qj Ceanothus 'Joyce Coulte~ 5Gal.@ A,B&F/ Wild Lilac 60'O,C, L3.08 --. Encelia californica 1 Gal@ A,B&F/ (:0 -Coast Sunflower 36' O,C, L3.08 <<t·~t~,; Erlogonum fasclculatum 1 Gal@ A.B&F/ ,'\, ' / ...... Calttomla Buckwheat 18'0.C. L3.08 ( . Penstemon grinellii 5GaL@ A.B&F/ .., Grinnell's Beardtongue 24"O.C L3.08 . ,·, lsomerls arborea 1 Gal@ A,B&F/ t:!j Bladderpod 48"O.C. L3.08 i't'• Lupinus succulentus 1 Gal.@ A,B&F/ ',, , Ma,;oluplne 24'O,C, L3.08 -• Mim.Jlus aurantiacus 1 Gal.@ A.B&F/ I'-, I Sticky Monkey Flower 30' o.c. _, L3.08 -Penstemon centranthlfolus 1 Gal@ A.B&F/ ' ,_, Scarlet Bugler 24"O.C. L3.08 --. Rhapheolepis indIca Clara' 5Gal.@ A,B&F/ I . ' Indian Hawthorn 30' O,C, ' L3.08 !'A Romneya coulteri 1 Gal.@ A,B&F/ , _ _: Matilija Poppy 60' O,C, L3.08 --Rosmarinus oflicinalis 'Tuscan Blue' 1 Gal@ A.B&F/ '· Tuscan Blue Prostrate Rosemary 36' o.c. L3.08 ( Salvia 'Alan Chickering' 1 Gal@ A.B&F/ --Alan Chickering Sage 42"O.C. L3.08 Q Salvia greggii 1 Gal@ A,B&F/ ' ' Autumn Sage 36' O,C, L3.08 --· ']' 8alvia leucantha 1 Gal@ A,B&F/ '._ ) Mexican Bush Sage 36' O,C, L3.08 /;\ Vitis calttornica 4" Uners Calttomia \iVild Grape One Each Cell I/L3,08 0 5 10 20 40 Feet Key IVlap RECORD SET Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C .,., ·-"'! 01 C N .,., 0 "' C ~ " ~ CJ ~ CJ --0 a. u.. u.. - C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI .,., Cf) -a ~ -0 ~ C >->- CJ w .a .. -0 :::, co ---"' "' -N 6 0- GI 6 0 c' .. .,-" :::, " " " .. -~ 51 "' ~ GI .. 1--·-.c -"' ?l .. -~ .si CJ a V) D. GI ~ l a. ~ " V) " CJ u " "' " ~ " E ~ " ·l "' (!) -~ ']1 w -a '" C .B -CJ N ~ co -0-co Consultant Revisions By Date City Review Set JB/SH 02 21 13 1st CoNB Subr11ttal JB 03 08 13 2nd C.ONB Submittal JB/SH 05 2-113 Rcv1sior Submittal JBJ\.S 07 19 13 3rd CoNB Submittal JB/LS 10 30 13 , ,. Delta 1 JB 02 09 15 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Planting Plan 71esa dlll\\1ngs are lnslrumantscf S8MC8 EPTDESION st-all remn all copynghts, stallOIY and corrmon law rght wnh regard to Ihese drawiigs ;,r,::J 100 des ~ns ronta ncd lmrrns in all for-nats, 1noludilg prlrted ard dgltlzEd T10se di!i.wlngs ara not to b9 a tered In ~ v.w, nor assignee toa third :>llly'Mthoutfirir. cb1a1r1rg wrnen perr1I99Ion PM con9ent -re,,., rPI ur8I3N -m (j) 1' 0 0 m a: 0 ~ -C: 0 (.) C: ., ;;:: a. " l co -0 ('J c--' "" ·c Q_ <( May 05, 2015 -5:25PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\Sl·1eels\CD\Planling\L3.06 Planling Enlargemenl.dwg "'/,:S.,,:f ............ _ -- <-,~ , . PLANTING LEGEND: CSS Areas SYMBOi.NAME LBS/ACRE % "a;;;""" 0• RESIDENTL'\L BUFFER AREA "., 7 C'".,"' 'C" <---~ ~ ~<--·:,:--:-Baccharis pilularis 0.50 5 Encelia califomica 600 30 lsocorna menzlesll 6.00 30 Leymus condensatus 0.10 5 Lotus scopar1us 0.50 5 Opuntia llttoralls 1.00 10 Mlmulus aurantlacus 0.50 5 Rhus integMfolia 0.50 5 Yucca whipplei 0.50 5 25% of Residential Buffer area wlll be planted with the following ratlo of 1 gallon container plants spaced at 5' o.c. in a random pattern: 20% Be.ccharis pilularis, 30% Enciliea calttomica, 30% lsocoma menziesii, and 20% Oputnia litteralis ' ' - -. - -EXPANDED CSS AREA ' - -. - -Amslnckla menzlesil var. lnterrnedia 0.10 1 ' ' Memsia calttomica 5.30 20 Baccharis pilularis 2.00 5 Bromus carinatus 0.30 1 Encella callfomlca 7.00 20 Erlogonum fasclculatum 10.00 20 Erlophyilum confertlflorum 0.20 2 lsocoma menzlesll 0.50 5 lsocomerls arborea 0.50 3 Leymus condensatus 0.10 3 Lotus scoparus 0.10 1 Lupinus succulantus 0.10 1 Mlmulus aurantlacus 0.20 3 Nassella leplda 0.10 2 Opuntia llttoralls 0.80 3 Phacella clcutar1a 0.10 1 Phacella minor 0.10 1 Rhus integrifolia 0.50 5 SaMa mellttera 0.20 3 25% of Expanded CSS area will be planted with the following ratio of 1 gallon oontainer plants spaced at 5' o.c. in a random pattern: 30% Artemesia calWomica, 5% Baccharis pilularis, 30% Enciliea callfomlca, 25% Erlogonum fasclculatum, and 10% Oputnla lltteralls PLANTING LEGEND: CSS/Residential Buffer Containers SYMBOL.NAME SIZE DETAIL 0 Memisia calHornica 1 Gal@ A, B&F/ California sagebrush 60'0.C. L3,08 (9 Bacchar1s pllular1s 1 Gal.@ A. B&F/ Coyote Bush 60'0,C, L3.08 B Encelia calHomica 1 Gal.@ A B&F/ -Coast Sunflower 60'0.C. L3.08 0 Eriogonum fasciculatum 1 Gal.@ A, B&F/ CalHomia Buckwheat 60'0.C. L3.08 ® lsocoma menziesii 1 Gal@ A, B&F/ Menzies' Goldenbush 60'0.C. L3,08 0 Opuntia littoralis 1 Gal.@ A. B&F/ . Coast Prickt; Pear 60'0,C, L3.08 PLANTING NOTES 1. In all shrub and groundcover areas not seeded, apply 3' layer of forest floor bark mulch per specifications. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect aoo maintain in place all existing plant material unless specifically directed otherwise by Owner/Landscape Architect. .AJI plant material removed or damaged shall be replaced with new plant material of equal size at the discretion of the Owner/Landscape Architect. 3. Refer to planting specifications for planting soil mix. 4. All tree locations shall be approved In the field by landscape architect. 5. All clearance data per City of Nev-.iport Beach tree planting standards and guidelines. 6. Seed Mix is available through: S&S Seeds, Inc. P.O. Box 1275, Carpinteria, CA93014-1275 (805) 684-0436 7. Unless noted otherwise, all contajner grasses along walkways shall be planted 12" from the back of walk The gap shall be filled with a minimum of ':? of bark mulch 8. Contractor to remove all invasive plant material from project site, including, but not limited to mustard, pampas grass, tarmarlsk.lceplant and any other invasive species as directed by the City consultant NOTES FROM CCC LIST OF SPECIAL CONDITIONS 1. The permittee shall be responsible for ensuring that non-native landscaping within the park is maintained to prevent spill-over into ESHA or buffers to ESI-IA. 2. The permittee shall be responsible for ensuring that no non-native or invasive species persist within ESI-IA or buffers to ESHA. vVithin the first 5 years since commencement of use of the park facility by the public, the permlttee shall be authorized to remove non-native or Invasive species from ESI-IA and buffers to ESHA. Such removal shall occur a minimum of once per year. 3. After 5 years since commencement of use of the park facility by the public, the removal or trlmmlng of vegetation within buffers to ESHA or ESHA including but not limited to removal or trirm,ing for fire hazard management purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, olher than in the proposed 'Turf' area, shall occur during the breeding season of the California gna1catcher, which is between February 15 and august 31. 5. Five years sirce commencement of use of the park facility by the public the applicant shall submit for the revi8W and approval of the Executive Director a landscape monitoring relXllt prepared by a licensed Landscape .Architect or qualified Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape plan approved pursuant to this Special Condition. The monitoring report shall include photographic cklcurnenlHl:lon of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs For plant quantities and California Coastal Commission condition requirements refer to the Master Planting Legend on Sheet L3.07 SYMBOL.NAME SIZE DETAIL / 9 ~ 9 . . . . . 0 Rhus lancea 48' Box/ Per Plan C,D, G&H/ ~ African sumac /\ L3.08 . . . . . . ,~a ~o . . . Chilopsis linearis C!f!Bcw'F'8'Ran C&D/ Desert v\lilbw ~L308 " ,.._.,,· ' 0 Chilopsis linearis ~ I m Bew' pg Ran C,D&H/ Desert Wllbw 22 I._, L3.08 , 0 Heteromeles arbutifolia 15 gaV Per Plan C&D/ Toyon L3.08 0 Lya,othamrus Horiburd.Js ssp. ( C,D&H/ Flor1bundus AlK 24' Box/ Per Plan L3.08 Catlina Ironwood RFI \_ 22 . 0 Platanus racemosa 36' Box/ Per Plan C,D, G&H/ CalHornia Sycamore L3.08 0 Rhus integrifoia 15 gaV Per Plan C&D/ Lemonade Beny L3.08 0 Rhus ovata 15 gaV Per Plan C&D/ Sugar Bush L3.08 ----Linear Roo1 Barrier -E/L3,08 by Deep Root PLANTING LEGEND: Grasses, Groundcovers and Turf SYMBOL.NAME (±) x Carissa grandiflora 'Green Carpet' ;Natal Plum Leymus condensa1us 'Canyon Prince' Canyon Prince Wild Rye Muhlenbergla rlgens Deergrass SIZE 5 Gal.@ 24"0.C. 1 Gal.@ 30"0.C. 1 Gal.@ 24'0,C, rI\ Muhlenbergia capillaris 1 Gal. @ 'eJ Pink Muhlygrass 24' O.C. .. ~: ~-:-:2 Sisyrinchium bellum 1 Gal. @ .-·a ,"·:Bl 12'0.C. : Bandera over-seeded roved Eq. PLANTING LEGEND: Shrubs and Vines SYMBOi.NAME SIZE G Achilles millefolium 1 Gal.@ Common Yarrow 30"O.C. ir -½ _ ~ 1 _ Achilles millefolium 'Rosea' Ir-~~ r-::8:E-eommonYarrow Seed ® Baccharis pilularis 1 Gal.@ Coyote Bush 48'0.C. @ Baccharis salicWolia 1 Gal.@ Mulefat 36'0,C. 0 Ceanothus g.h.'Yankee Point' 5 Gal.@ . Wild Lilac 8'0.C. Q) Ceanathus 'Joyce Coultef 5 Gal.@ Wild Lilac 60'0.C. 0 Encelia caJHornica 1 Gal.@ Coast Sunflower 36'0.C. ;:}~<Eriogonum fasciculatum 1 Gal.@ >< 'California Buckwheat 18'0,C. 1·--;, Penstemon grlnellii 5 Gal.@ ~:, Grinnell's Beardtongue 24'0.C EB lsomeris arborea 1 Gal.@ Bledderpod 48'0.C. G) Luplnus succulenb.Js 1 Gal.@ .A.rrayo Lupine 24"0.C . 0 Mlmulus aurantlacus 1 Gal.@ Sticky Monkey Flower 30"O.C. G Penstemon centranthifolus 1 Gal.@ Scarlet Bugler 24'0.C. 0 Rhapheolepis indica 'Clara' 5 Gal.@ Indian Hawthorn 30' o.c. 8 Romneya coulteri 1 Gal.@ Matilija Poppy 60"0.C. 0 Rosma:rinus officinalis 'Tuscan Blue' 1 Gal.@ Tuscan Blue Prostrate Rosemaiy 36'0,C. 0 Sa.Ma 'Alan Chickering' 1 Gal.@ Alan Chickering Sage 42'0.C. 8 Sa.Ma greggii 1 Gal.@ Autumn Sage 36'0.C. (]) Sa.Ma leucantha 1 Gal@ Mexican Bush Sage 36'0.C. ~ \!1tis californica 4" Uners California Wild Grape One Each Cell DETAIL AB&F/ L3.08 AB&F/ L3,08 A.B&F/ L3.08 AB&F/ L3.08 AB&F/ .08 DETAIL AB&F/ L3.08 - AB&F/ L3,08 A,B&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 A,B&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 A,B&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 A.B&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 I/ L3.08 REC01RD SET Sunset Ridge Park 4850 West Coast Hwy Newpcirt 13each, 1CA The City Of Newport Beach z g) 0 " -... C .,., "' "'I N ·-~ C N 0 C .,., ~ "' D ... N CJ -"' "' 0. "-"-- C ~ 00 0 g) 0 N ·-N .; UI 0 "' CP .,., " Cf) ~ '0 "'D o! N "' C f-f- D w .D .. -0 :::l 00 ---c!il "' -"' 6 CP 6 0 c' .. ,,-C :::l " C " .. .E ~ w oE CP .. t--·-.c -w 0 N .. ~ Ji D ·c: 0 D. --CP ~ J .11 0. 5i D u C ~ w " UI C t? w "'D .E 1;; C ..s -D N :; 00 -"' 00 Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st C::iNB Submittal JB 03.08.13 2nd CoN3 Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB SLbmittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV E 0 ~ C .!2' ~ " ,1 51-I Planting Enlargement Tllesedrm"1n[J.a B'fl m,trurrants r.tseMce. FPTlFSIGN s"iSII rITTJin al copy·ighls, SlalLIOr)"ard cc.-nrror law nghl wilh rEl(J<IJO D lh8se dra'Mrgsa-.:l t1e cesl~s C0111E.ined therein 17 al \>rmats, lnclJcln~ [:tinter. anr. c1igil7P.rl. These c1·awnas are m,tr.-he altem:i in a,y ,vi;,,. rv ;,ssg,ed 10 a 1h ro par1ywill'ou1 lrsl otlailin; wrillen r:c·mlssla-ana conscntirnm EPTCESIGN. 0 Cf) 12 0 0 0 0:: 0 ~ -C 0 (.) C "' "- CD ~ D N r< N Q_ <t PLANTING LEGEND: Hydroseed Mixes and CSS Areas SYMBOL NAME QTY PF-IG WUCOLS NATIVE TOCA NON-NATIVE TO CA INVASIVE TO SW NON-INVASIVE TO SW •,· • •. , V \' \' •/ 'i ',i ·,,-',,, ' 7'777777 RESIDENTll\L BUFFER AREA 120,731 sf V ,/ \,' \· '7'77'7'7'77 Baccharis pilularis M/L-2 L X X Encelia califomica M/L-2 VL X X lsocoma menziesii -VL X X Leymus condensatus M/L-2 -X X Lotus scoparius l.NL-2 VL X X Opuntia littoralis l.NL-2 VL X X Mimulus aurantiacus l.NL-2 L X X Rhus integrifolia l.NL-2 VL X X Yucca whipplei -L X X 25% of Residential Buffer area will be plantec with the following ratio of 1 gallon container plants spaced at 5' o.c. in a random pattern: 20% Bacchans pilulans, 30% Enciliea californica, 30% lsocoma menziesii, and 20% Oputnia litteralis + ' , ;r , + + "' + l " , '.j. l EXPANDED CSS AREA 82,905 sf if+""i-'f + "" + + + Amsinckia menziesii var. intermecia -L X X Artemisia californica l.NL-2 L X X Baccharis pilularis M/L-2 L X X Brornus carinatus -L X X Encelia califomica M/L-2 VL X X Eriogonum fasciculatum l.NL-2 VL X X* Eriophyllum confertiflorum -VL X X lsocoma menziesii -VL X X lsocomeris arborea M/L-2 L X X Leymus condensatus M/L-2 L X X Lotus scoparus L.NL-2 L X X Lupinus succulentus l.NL-2 L X X Nassella lepida l.NL-1 VL X X Opuntia littoralis l.NL-2 VL X X Phacelia cicutaria -L X X Phacelia minor -L X X Rhus integrifolia l.NL-2 VL X X Salvia mellifera l.NL-2 L X X 25% of Expanded CSS area will be planted with the following ratio of 1 gallon container plants spaced at 5' o.c. in a random pattern: 30% Arternesia californica, 5% Baccharis pilulans, 30% Enciliea californica, 25% Eriogonum fasciculaturn, and 10% Oputnia litteralis PLANTING LEGEND: CSS/Residential Buffer Area Container Plants SYMBOL NAME SIZE QTY DETAIL PF -IG WUCOLS NATIVE TO CA NON-NATIVE TO CA INVASIVE TO SW NON-INVASIVE TO SW /,I,.--\ I ·,..--, '·c::::'.._)' Artemisia califomica California sagebrush Baccharis pilulans Coyote Bush Encelia califomica Coast Sunflower Eriogonum fasciculatum California Buckwheat lsocoma menziesii Menzies' Goldenbush Opuntia littoralis Coast Pnckiy Pear PLANTING NOTES 1 Gal.@ 60"O.C. 1 Gal.@ 60"O.C. 1 Gal.@ 60"O.C 1 Gal.@ 60"O.C. 1 Gal.@ 60"O.C. 1 Gal.@ 60"O.C 333 329 699 280 285 481 A,B&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 l.NL-2 M/L-2 M/L-2 l.NL-2 l.NL-2 VL L VL VL VL VL 1. PF designates Water Requirement Levels (\/L=Very Low, L=Low, ML=Moderate Low, M=Moderate, H=High) 2. IG designates Irrigation Group (IG 1 =Regular Water Schedule, IG 2 =Reduced SumrnerWater Schedule) X X X X X X X X X X* X X 3. WUCOLS is the acronym for Water Use Classification of Landscape Species. WUCOLS provides irrigation water needs evaluations for over 1,900 species used in California landscapes. It is basec on the observations and field experience of 41 knowledgeable landscape horticulturists in California. It was developed to provide guidance in the selection and maintenance of plants based on irngation water needs. The project was initiated and funded by the Water Use Efficiency Office of the California Department of Water Resources. Work was directed by the University of California Cooperative Extension (San Francisco and San Mateo County office). The first edition of the Guide was completed in 1992. A second edition was published in 1994, and this third edition was completec in 1999. In each ecltion, additional species evaluations have been includec. The third edition was funded by the U.S. Bureau of Reclamation. WUCOLS categonzation of water needs: High (H), Moderate (M), Low (L) and Very Low (\/L) 4. SW is the Southwestern Flonstic Providence of California * Eriogonum fasciculatum -California Buckwheat is listed in the California Invasive Plant Inventory-Talble 4 (Species Nominated but Not Reviewed) as having an unknown threat to wildlands through invasiveness along roadsides and disturbed area throughout California. EPTDESIGN feels that the documentation of Eriogonum fasciculatum within the California Invasive Plant Inventory does not have an impact on their inclusion in the planting design of Sunset Ridge Park. 5. Plant quantities are provided for reference onfy'. Contractor to verify quantities pnor to ordering. 6. Contractor to verify in field (\/IF) quantity of Vitis californica plugs needed to plant Verdura wall pnor to ordering. May 05, 2015 -4:52PM J:\E07-500\E07-511 Surset Ridge Park\CAD\Sheets\CD\Planting\L3.07 Planting Legend.dwg NOTES FROM CCC LIST OF SPECIAL CONDITIONS 1. The permittee shall be responsible for ensunng that non-native landscaping within the park is maintained to prevent spill-over into ESHA or buffers to ESHA 2. The permittee shall be responsible for ensunng that no non-native or invasive species persist within ESHA or buffers to ESHA VV1thin the first 5 years since commencement of use of the park facility by the public, the permittee shall be authonzed to remove non-native or invasive species from ESHA and buffers to ESHA Such removal shall occur a minimum of once per year. 3. After 5 years since commencement of use of the park facility by the public, the removal or trimming of vegetation within buffers to ESHA or ESHA, including but not limited to removal or trimming for fire hazard management purposes, shall require an amendment to this coastal development permit or a new coastal development permit. 4. No removal, pruning or other maintenance of vegetation, other than in the proposed 'furf area shall occur during the breeding season of the California gnatcatcher, which is between February 15 and august 31 . 5. Five years since commencement of use of the park facility by the public the applicant shall submit for the review and approval of the Executive Director a landscape monitoring report, prepared by a licensed Landscape Architect or qualified Resource specialist, that assesses whether the on-site landscaping is in conformance with the landscape plan approved pursuant to this Special Condition. The monitoring report shall include photographic documentation of plant species and plant coverage. PLANTING LEGEND: Trees and Large Shrubs SYMBOL NAME SIZE QTY ----, r--,, . r , , , . . . . . . -Rhus lancea . } 4811 Box ◄ 16 Afncan sumac J ' . . . . . . '~ , -'-. . . . . . . f Chilopsis linearis 36' Eb< • 3 • } '-Desert V\/111ow AJA ""-. . . A . A A A . 0 ~ '"'/,','\ Chilopsis linearis 'Eb< .l 3 Desert V\/111ow 22 J . \ ) 0 Heteromeles arbutifolia 15 gal Toyon '~---0 Lyonothamnus flonbundus ssp Floribundus 4" Box Gallina Ironwood \. ,' 0 Platanus racemosa 36' Box California Sycamore 0 Rhus integrifoia 15 gal Lemonade Berry 0 Rhus ovata 15 gal Sugar Bush -----Linear Root Barrier -by Deep Root PLANTING LEGEND: Shrubs and Vines SYMBOL NAME Achillea millefolium 5" a '5" '5" Achillea millefolium 'Rosea' ~~~~ Common Yarrow Bacchans pilulans D 6) Coyote Bush Bacchans salicifolia Mulefat Ceanothus g.h.Yankee Point' Wild Lilac Ceanothus 'Joyce Coulter Wild Lilac Encelia califomica Coast Sunflower ; ; ; Eriogonum fasciculatum ' California Buckwheat • .. i+-J (:., ... ,:·-i . _ _;. Penstemon grinellii Grinnell's Beardtongue lsomeris arborea Bladderpod Lupinus succulentus Arroyo Lupine Mimulus aurantiacus Sticky Monkey Flower Penstemon centranthifolus Scarlet Bugler Rhapheolepis indica 'Clara' Indian Hawthorn Romneya coulteri Matilija Poppy Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Prostrate Rosemary Salvia 'Alan Chickering' Alan Chickenng Sage Salvia greggii Autumn Sage Salvia leucantha Mexican Bush Sage Vit1s californica California Wild Grape SIZE 1 Gal.@ 30"O.C. Seed 1 Gal.@ 48"O.C. 1 Gal.@ 36"O.C. 5Gal.@ 8'O.C. 5Gal.@ 6011 O.c. 1 Gal.@ 36"O.C. 1 Gal.@ 18' o.c. 5Gal.@ 24"O.C 1 Gal.@ 48"O.C. 1 Gal.@ 24' O.C. 1 Gal.@ 30"O.C. 1 Gal.@ 24"O.C. 5Gal.@ 30"O.C. 1 Gal.@ 60"O.C. 1 Gal.@ 36"O.C. 1 Gal.@ 42"O.C. 1 Gal.@ 36"O.C. 1 Gal.@ 36"O.C. 4" Liners One Each Cell 29 12 8 19 20 QTY 294 1,294 sf 619 488 - 11 41 166 sf 51 15 50 58 165 389 5 134 26 104 55 143 DETAIL C,D, G, H/ L3.08 C&D/ L3.08 C, D& H/ L3.08 C&D/ L3.08 C, D &H/ L3.08 C,D, G, H/ L3.08 C&D/ L3,08 C&D/ L3.08 E/L3.08 DETAIL AB&F/ L3.08 - AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 AB&F/ L3,08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3,08 AB&F/ L3.08 AB&F/ L3.08 AB&F/ L3.08 I /L3.08 PLANTING LEGEND: Grasses, Groundcovers and Turf SYMBOL NAME SIZE QTY DETAIL /ft~ Canssa grandiflora 'Green Carpet' 5Gal.@ AB&F/ Natal Plum 24, o.c. 2,091 sf L3.08 i+i Leymus condensatus 'Canyon Pnnce' 1 Gal.@ 118 AB&F/ '-._/ Canyon Pnnce Wild Rye 30"O.C. L3.08 ,-::::-0 Muhlenbergia rigens 1 Gal.@ 6,074 AB&F/ I ' • I' Deergrass 24"O.C. <~,;/ L3,08 ,J,,.:J Muhlenbergia capillans 1 Gal.@ AB&F/ 2,614 '· ,/ Pink Muhfy'grass 24"O.C. L3.08 ~~i~!II~, Sisyrinchium bellum 1 Gal.@ 340 sf AB&F/ Blue-Eyed Grass 12' o.c. L3.08 )(), •• z 'GI • • • . . ;07,230 ~f ) dded Turt rass: Bandera over-seeded lermuda Sod by West Coast Turt or Approved Eq. ' ~ . ~ . . . II Ill Ill II II Sodded Turt Grass: Bandera over-seeded LLJL_JLJ _ _JL_LJ rnr7n-7r-n 5,190 sf II Ill Ill II II Bermuda Sod by West Coast Turt or Approved Eq. L □L::J□=:H:=□ rnr7n-7r-n PF-IG WUCOLS M/L-2 - -- M/L-2 VL M/L-2 L M/L-2 - H/M-2 M L/VL-2 VL l.NL-2 VL PF-IG WUCOLS M/L-2 L M/L-2 L M/L-2 L M/L-2 - M/L-2 L M/L-2 L M/L-2 VL LNL-2 VL L/VL-2 L M/L-2 VL L.NL-2 L l.NL-2 L l.NL-2 L M - 1 M L.NL-2 L M/L-2 L l.NL-2 VL -L M/L-2 VL M - 1 VL PF-IG WUCOLS M - 1 M M/L-2 M M/L-2 L M/L-2 M M/L-2 L H -1 H H -1 H NATIVE TOCA NON-NATIVE TO CA INVASIVE TO SW NON-INVASIVE TO SW X X X X X X X X X X X X X X X X NATIVE TO CA NON-NATIVE TO CA INVASIVE TO SW NON-INVASIVE TO SW X X X X X X X X X X X X X X X X X X NATIVE TOCA X X X X X NON-NATIVE TO CA X X X X INVASIVE TO SW X X X X X X X X* X X X X X X X X X X X X NON-INVASIVE TO SW X X X X X X X '"""", I '"""' I REC""(:, R c s···· ET I l ,,, ~; l ,,) ,,,. Sunset Ridge Park 4850 West Coast Hwy ~~ewport Beach, CA The City Of Newport Beach z c:n 0 Sl -C "' ·-"'! 01 C N "' 0 "' C ~ " ~ 0 ~ CJ -'() a. u.. u.. - C 8 co 0 c:n ~ 0 N ·-8 ~ "' GI "' Cf) -a ~ '() ~ C >->-a w .a .. -0 :::, co ---"" "' -~ i5 GI i5 0 c' .. " " :::, " ~ .. -~ Sl \I ,£ GI .. 1--·-.c -\I 0 N .. -~ &i 0 0 D. GI ~ l .a! a. ii 0 u " ~ \I ., " E 0 u c .!!' ~ ., "' 0 w -a -~ ... l. C " ., -w I 0 N ~ co -"' co Consultant Revisions By Date City Review Set JB/SH 02.21.13 1st CoNB SubMittal JB 03.08.13 2nd CoNB Submittal JB/SH 05.24.13 Revisior Submittal JB/LS 07.19.13 3rd CoNB Submittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV Planting Legend rJellB df11'11ings are iris~uments d sar,ice, EPTDESIGN shall "'1:an all copynghts. stm..rOI)' and corr moo IErN rght v,ith regard to lhasa dra.wilgs and the des gns oonta ned lherei1 in all foriiats. includilg prirted ard dgitizOO. T 1ess dee.wings ms nol tc 00 a tered in Elf"o/ 11'8f, nor assignee t□ a third ~1111houtffrir cblalrlrg wrnen pcrnlsslonarx:J ccnscnt'rcTI EPTDESl8N. lii UJ 12 0 u &' C!) 0 -~ 0 <:N 0 -(.) S:i C ·;;::: ., 0. 0.. <{ ElevaUon I Verdura Wall Planting Scale: 3/411=1 1-011 ® 0 6'-0'' rlP. May 05, 2015 -5:06PM J:\E07-500\E07-511 Sunset Ridge Park\CAD\SI·1eels\CD\Planling\L3.08 Planling Delails.dwg H + Plan View Section 9 2TIMES 1. TREE ROOTBALL. SEE PLANrlNG PLAN FOR rlPE AND SIZE 2. 4" DIA. GREEN SN/>P END CAP 2' ABOVE RNISH GRADE 3. PLANT &\CKFILL MD< PER Pl.ANTING SPECIFICATIONS 4. AMENDED PLANTING AREA PER PLANTING SPECIFICATIONS 5. RNISH GRADE/SURFACE B. 4" DIA. SOLID HDPE INSPECTION PIPE EXTEND VERTICALLY ABOVE FINISH GRADE 7. 4" DIA PERFORATED HOPE DRAIN PIPE WITH RLTER SOCK. PERFORATED HOLES TO BE FACING DOWN 8. 4" DIA. SOLID HDPE DRAIN PIPE TO STORM DRAIN 9. ROOT BARRIER WHERE HARDSCAPE IS LESS THAN 5 FEET AWAY FROM ROOTBALL. SEE DETPJL ON "THIS SHEET NOTES: A. SEE CML ENGINEERING PLANS FOR STORM DRAIN CONNECTION AND INVERT. VERIFY INVERT AND ROOIBALL DEPTH PRIOR TO INSTALLATION. B. PLANTING PITSHPJLLBETAPEREDAND SCARIFIED. C. ALL PLANrlNG &\CKRLL SHALL BE HOMOGENEOUSLY BLENDED PER "THE SPECIFICATIONS. D. NO STYRENE PRODUCTS WlLL BE ACCEPTED FOR DRAIN PIPES. E. BOTTOM OF PLANTING BOXES SHALL BE REMOVED FROM TREES 48" BOX AND SMALLER. F. IRRIG'ITION SHPJLL BE HELD &\CK 1'-0' MIN. RROM THE ROOT COLLAR. ROOTBALL DL'.. Tree Planting with Augered Hole (All Trees 36"Box and Larger) Scale:NTS 6'-0'' rlP. ! ~ f-I "' ~ iE I z w [C 0: w " i 0 0: cC ~ ;>: ~ 'f 0: ro 0: ' ~ ~ 0: 0 0: ro Section A ROOTBALL DL'.. 2 3 1. NEW,½" O.D., GREEN GARDEN HOSE WlTH 12 GAUGE, DOUBLE STRAND, GALVANIZED WIRE AT"THREE (3) LOCATIONS, EQUALLY SPACED 2. GUY WlRE SHPJLL BE FLAGGED WrTH ½' 0.0. BROWNLINE P.V.C. PIPE -W1RE IN PLACE 3. ROOTBALL CROWN SHALL BE PLANTED 2' ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL, WrTH 2' LAYER OF BARK MULCH. RAKE OUT AS DIRECTED 5. %" TURNBUCKLE, 2 PEA GUYING WlAE 6. FINISH GRADE 7. 2x4x3'-0" LENGTH REDWOOD DEADMAN, lYP 8. BACKFILL MD< PEA PLANTING SPECIFICATIONS 9. PLANrlNG TABLETS PER PLANTING SPECIFICATIONS 10. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT NOTES: A. TREE GU\'lNG WlLL BE LOCATED AT"THE DISCRETION OFTHE LANDSCAPE ARCHITECT B. MPJNrAIN A MIN. 1'-0' RADIUS CLEAR EARTH \,,,""".,,--AREA AROUND TRUNK IN TURF Tree Guying (For 36" Box & Larger) G ;1-----------------------------------------------------------Scale: NTS 1. VERDURA 40 SEGMENTAL RETAINING WALL -REFER TO WALL PLANS 2. ADJACENT Pl.ANTING AFENRNISH GRADE 3. COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT 4. PLANTING MIX-REFER TO PLANTING SPECIFICATIONS. ADD 6' MINIMUM DEPTH TO EACH PLANrlNG POCKET 5. WALL PLANTING -REFER TO PLANTING LEGEND FOR SPECIES AND SIZE NOTES: A. CONTRACTOR TO USE WALL HEJGHT TO VERIFY PLANr QUANTITY PRKlR TO ORDERING 1-11 ~11 5 ~'' II I I \ -/ 1~4' PARl<!NAY PLAN VIEW A•------, -- + . -- A _,____J 1 1. RNISH GRADE 2. APPROVED ROOT CONTROL BARRIER 3. TREE ROOTBALL 4. CONCRETE FLAlWORK 5. CONCRETE CURB AND GUTTER 8. DRIP LINE OF TREE (DERNED BY THE MINIMUM SPACING DISTANCE IN "THE TREE PLANrlNG GUIDELINES). 7. MOISTURE BARRIER NOTES A. POSITION ROOT BARRIER AS CLOSE TO CURB/SIDEWALK AS POSSIBLE -RAISED ROOT PROTECTORS SHALL BE FACING TOWARDS THE TREE B. TOP OF BAPRIER SHALL LEVEL WrTH RNISH GRADE C. LENGTH OF ROOT BARRIER SHALL BE EQUAL TO THE DRIPLINE OF THE PARTICULAR TREE TO BE PLANTED D. APPLY MASTIC SEALER TO JOINT BETWEEN CONCRETE SURFACE AND ROOT BARRIER E. USE ROOT BARRIERS EVERYWHERE TREES ARE PLANrED WrTHIN 5' OF ANY STRUCTURE, CONCRETE FLATWORK. CURB AND GUTTER, LJTILITIES, ETC. 3 4 2 5 Jr E -------® Linear Root Barrier Scale:NTS f PLANr LEGEND ~)-Ct-----: SPACING -SEE 2 1. EDGE OF CURB/ EDGE OF PAVING/ FACE OF WALL 2. PLANr MATERL'.L NOTE: "THIS DETAIL IS FOR PLANr MATERL'.L SHOWN W11H A HATCH PATTERN ONLY INDMDUAL PLANr SYMBOLS SHALL BE INSTALLED PER PLAN. ® Plant Spacing F -------Scale:NTS 2 1/2 llMES ROOTIBALL DIA. 1. CROWN OF SHRUB TO BE PLANTED 1' ABOVE FINISH GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROITTBALL. RAKE OUT AS DIRECTED 3. FINISH GRADE 4. ROITTBALL 5. PLANT TABLETS, REFER TO SPECIFICATIONS 6. PREPARED BACKFILL MIX PER SPECIFICATIONS 7. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT ® Shrub Planting A -------Scale: NTS 2 1/2 TIMES ROOTBALL DL'.. 1. CROWN OF SHRUB TO BE PLANTED 1' ABOVE FINISHED GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL 3. ROITTBALL 4. PREPARED BACKFILL MIX PER SOILS REPORT / SPECIRCATIONS 5. PLANT TABLETS, REFER TO SPECIFICAllONS 6. UNDISTURBED SOIL SCARIFY SIDES AND BOTTOM OF PIT 7. FINISH GRADE 8. EXISTING GRADE 7 B 1----------® Slope Shrub Planting Scale:NTS iii ~ 0: 'i: ~ ~ I " ~ :::, " f2 .; " "II I ~111=1 -1 -, 7 111=1 = -, -11 111-1 - I II -'k----M--1 WI LI I I -111 2TIMES ROOTBALL 1. (2) 2' DL'>METER X 8 LONG, FOR 5 GALLON; 1 O' LONG FOR 15 GALLON AND 24" BOX 3" DIAMETER X 1 O' LONG FOR 36" BOX. PLACE STPJKES AT RIGHT ANGLE TO PREVPJLING WIND OR AS DIRECTED BY LANDSCAPE ARCHITECT 2. (2) V.I.T. TW1ST BRACE, SIZE PER SIZE PER BOX SIZE 3. ROOTBALL CAOWN 2' ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL, RAKE OUT AS DIRECTED 5. FINISH GRADE 6. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT 7. BACKRLL MD< PER PLANTING SPECIFICATIONS 8. PLANTING TABLETS PER PI.ANrNG SPECIFICATIONS NOTES: A. PLANT PIT SHOWN IS FOR 15 GALLON SIZE - FOR LARGER MATERL'.L, PLANT PIT SHALL BE 18" LARGER THAN BOX SIZE ON ALL SIDES AND NO DEEPER THAN BOX DEPTH B. vn. BRACES ARE TO BE ATTACHED TO LODGEPOLE WlTH G'ILVANIZED DECK SCREWS, NO N/IJLSALLOWED. FOR 36" BOX TREE USE (2) 36'V.I.T. WrTH THRU BOLTS C. FOOT TPJVP BACKFILL UGf-fTLY IN 6'-10' LIFTS D. MPJNf,'JN A MIN. 1 '-0" RADIUS CLEAR EARTH AREA,'JROUND TRUNK IN TURF © Tree Planting and Staking C -------Scale: NTS - 'I I II I =11- 2TIMES ROOIBALL 1. (2) 2' DL'.. x 8' LONG TREATED LODGEPOLE STPJKES FOR 5 G'ILLON, 10 LONG LODGEPOLE STPJKES FOR 15 G'ILLON AND LARGER. PLACE STPJKESAT RIGHT ANGLE TO PREVPJLING WlND OR AS DIRECTED BY LANDSCAPE ARCHITECT 2. (2) V.I.T. TW1ST BRACE, SIZE PER SIZE PER BOX SIZE 3. ROOTBALL CAOWN 2' ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROITTBALL 5. FINISH GRADE 6. BACKRLL MD< PER PLANTING SPECIFICATIONS 7. PLANTING TABLETS PER PI.ANrNG SPECIFICATIONS 8. EXISTING GRADE NOTES: A PLANT PIT SHOWN IS FOR 15 GALLON SIZE. FOR LARGER MATERL'.L, PLANT PIT SHALL BE 18" LARGER THAN BOX SIZE ON ALL SIDES AND NO DEEPER THAN BOX DEPTH B. vn. BRACES ARE TO BE ATTACHED TO LODGEPOLE WlTH DECK SCREWS, NO N/IJLS ALLOWED C. FOOT TPJVP BACKFILL LIGf-fTL YIN 6' -10" LIFTS D. MPJNrAJN A MIN. 1 '-0" RADIUS CLEAR EARTH AREA,'JROUND TRUNK IN TURF r ~ Slope Tree Planting and Staking I D ;1-------------------------------------------Scale: NTS REC01RD SET Sunset Ridge Park 4850 West Coast Hwy Newpcirt 13each, 1CA The City Of Newport Beach z CJ Cf) w 0 t-- D.. w Consultant g) C ·-C C D -0. - C g) ·-UI CP "'D C D .D .. :::l - CP .. :::l .. .., CP .. ·-.c .., .. D CP 0. D .., UI "'D C D - 0 " -... "' "' "'I N ~ N 0 "' ~ "' ... N "' "' "-"- ~ 00 0 0 N .; N 0 "' "' " ~ '0 o! N "' f-f- -0 00 ---c!il "' "' 6 6 c' ,,-C " C " .E ~ oE -0 N ~ Ji ·c: 0 --~ J .11 5i u C ~ " C t? .E 1;; -..s N :; 00 "' 00 Revisions By Date City RC'vicw Set JB/SH 02.21.13 1st C::iNB Submittal JB 03.08.13 2nd CoN3 Submittal JB/SH 05.24.13 Revision Submittal JB/LS 07.19.13 3rd CoNB SLbmittal JB/LS 10.30.13 APPROVAL RECOMMENDED: Andy Tran, RCE 63670 Senior Civil Engineer Contract Number C-3449 City Dwg Number P-5225-S Project Manager JB Principal RV E 0 ~ C .!2' ~ " ,1 51' I Planting Enlargement Tllesedrm'1n[Ja asa m,trurrants r.tseMce. FPTlFSIGN s"iSII rITTJin al copy·ighls, SlalLIOr)"ard CCtl7rror law nghl wilh rEl(J<IJO D lh8se dra'Mrgsa"d t1e cesl~s C0111E.ined therein 17 al \>rmats, Incl.Jc In~ [:tinter. anr. c1igil7P.rl. These d·awnas are m,t-:e he altem:i in a,y ,vi;,,. rv ;,ssg,ed 10 a 1h ro par1ywill'ou1 lrsl otlailin; wrillen r:c·mlssla ana conscntirnm EPTCESIGN. 0 Cf) 12 0 0 0 0:: 0 ~ -C 0 (.) C "' "- CD ~ D N ,-_· N ·~ Q_ <t