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HomeMy WebLinkAboutS_5213_S; I ' t ~ z f2 <:!> z F :z :::> :c: u.. ADAMS AVE. aTY OF COSTA If MESA \1CTOR!A 191H ® INDICATES AREA SHOIIN ON LOCATION MAP ~ I ~ ST. VICINITY MAP " ~ ORANGE COAST COLLEGE /fj I P,t,,c;flc BAKER EWP BA ITY Jr1w"f-1l'.O EA CITY OF IRVINE UNI VERS! TY ! ' N. r.s. U.C.I. ESTIMATED EARTHWORK QUANTITIES ~CAVATION ·---. EXCAVATION EMBANKMENT~ 105,900 -TO BE CONFIRMED c---- ' EMBANKMENT -- REMEDIAL GRADING 0 I -i SHRINKAGE (5%) -- EXPORT 105,900 ------ TRENCH SPOIL & FOOTINGS SEE NOTE 8 BELOW TOTALS 105,900 - .. ----- 1. IT IS THE GRADING CONTRACTOR'S RESPONSIBIUlY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CML AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORK QUANTITIES. 2. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHAUL BE UTILIZED AS THE BASIS FOR AUL EARTHWORK COMPUTATIONS. S-'JO TOPOGRAPHY SHAUL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS. ANY DEVIATION SO DETERMINED SHAUL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES. 3. THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM IN CONTRACTOR'S BID, AS . NO ADDITIONAL ALLOWANCE WILL SE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. 4, OVER-EXCAVATION AND/OR EXCESS !¥, ~'.!flWNG OR DUPLICATION OF GRADING ACTMTIES IS NOT A BASIS 5. 6. 7. 8. FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT. OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN CONTRACTOR'S BID. THE CONTRACTOR SHAUL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT O ANY CLAIMS ARSING FROM ACTIONS ENROUTE OR AWAY FROM THE SITE. EXCAVATION MATERIALS SHALL BE DISPOSED OF AT A EN"1RONMENTALLY CLEARED FIUL LOCATION. EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION, EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARD ENGINEERIN'G PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. THE QUANTITIES FOR THESE PLANS ARE BASED UPON 5% SHRINKAGE AND 0% SUBSIDENCE. SHRINKAGE PERCENTAGE IS SHOWN FOR REFERENCE ONLY. ACTUAL SHRINKAGE VOLUMES MAY VARY CONSIDERABLY. EARTHWORK QUANTITIES DO NOT REFLECT ANY MATERIAL GENERATED BY UTILITY TRENCHING, WALL BACKCUTS OR BUILDING f'OOTINGS. ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILflY OF THE CONTRACTOR. EROSION CONTROL NOTES 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHAUL 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 SHAUL 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 CllY GRADING ENGINEER PRIOR TO CLOSURE Of PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER DIAL TOLL FREE 1-800-227-2600 BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Will. BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT or SOUlHERN CALIFORNIA A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. NONE IS PROPOSED. LOWER CAMPUS NEWPORT BEACH, CA 1. 2. 3. GENERAL NOTES 1. AUL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT, 2, DUST SHALL BE CONTROLLED BY WATERING ANO/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINT-'JNED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; B,oo AM TO 6:00 PM SATURDAYS; AND NQ WORK QN SUNDAYS AND ~QUDP;'fS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROULED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL 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 SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHAUL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC, 11. POSITIVE DRAINAGE SHAUL BE MAINT-'JNED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12, F,\JLURE TO REQUEST INSPECTIONS ANO/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEAN-UP DEPOSIT, 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM 01785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE AULOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHAUL BE REMOVED FROM THE SITE. NBMC 17.32.020. REQUIRED INSPECTION 1. A PRE-GRADING MEETNG SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CML ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PA"1NG MEETNG SHALL BE SCHEDULED 48 HOURS PRIOR TO ST-'JRT OF THE SUB-GRADE PREPARATION FOR THE PA"1NG WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CML ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OLITLINED AT THE MEETING. DOCUMENTATION AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CML ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS ANO LOCATIONS, AND ELEVATIONS OF AUL SURFACE AND SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN • APPROVAL THAT THE WCRK 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. 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 PR0"1DE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE NBMC. 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 SMlE ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PR0"1DE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE !NTENDED USE AS .AFFECTED BY GEOLOGIC FACTORS. AIR QUALITY NOTES L -'JFTER CLEARING, GRADING, EARTH MOVING OR EXCAVATION OPERATIONS WHILE CONSTRUCTION ACTIVITIES ARE BEING CONDUCTED, FUGITIVE DUST EMISSION SHALL BE CONTROULED USING THE FOLLOWING PROCEDURES: a. GRADE SECTIONS OF THE PROJECT THAT WILL NOT BE FURTHER DISTURBED OR WORKED ON FOR LONG PERIODS OF TIME (THREE MONTHS OR MORE) SHALL BE SEEDED AND WATERED OR COVERED WITH PLASTIC SHEETING TO RETARD WIND EROSION. b. GRADED SECTIONS OF THE PROJECT WHICH ARE UNDERGOING FURTHER DISTURBANCE OR CONSTRUCTION ACTIVITIES SHALL BE SUFFICIENTLY WATERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. 2. DURING GRADING AND CONSTRUCTION ACTMTIES, THE CONTRACTOR SHALL FURTHER CONTROL FUGITIVE DUST EMISSIONS USING THE FOULOWING PROCEDURES, a. ON-SITE VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MILES PER HOUR. ENTRANCES TO AUL ON-SITE ROADS SHALL BE POSTED WITH A SIGN INDICATING THE MAXIMUM SPEED LIMITS ON .All UNPAVED ROADS. b. AUL AREAS WITH VEHICLE TRAFFIC SHALL BE PERIODICALLY WATERED. c. STREETS ADJACENT TO THE PROJECT SITE SHALL BE SWEPT AS NEEDED TO REMOVE SILT WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES SO AS TO PREVENT ACCUMULATIONS OF EXCESSIVE AMOUNTS OF DUST. GRADING NOTES 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FIUL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINiSHED SURFACE. 3. ALL FIULS SHALL BE COMPACTED 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· SUFRCIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FIUL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY A THE SOILS ENGINEER PRIOR 1' NG TH FlUL. 'v"'°'--..,_ -.._ .............._ LI.:;~~~EYED OR BENCHED INTO COMPETENT MATERIAL PER LOWNEY ASSOCIATE'; GE;TECHN~\ \....."'-REPORT DATED 02/25/05. ;-, " /'--..-,/ ~~~-------l>V'.efr ~-~ --'-._/ -~ 6. AUL EXISTING FIULS SH.AU BE APPROVED E SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES ANO CISTERNS SHAUL BE REMOVED, OR CRUSHED IN PLACE AND BACKFIULED, AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHAUL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL 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 WIUL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FIUL IN EACH RESPECTIVE CANYON. 9, THE EXACT LOCATION OF THE SUBDRAINS SHAUL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. .el.I. TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPRQVED 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 CllY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHAUL 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 SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 14. WHERE SUPPCRT 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 DF 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 ANO 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 FAULTED AND WIUL 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. t 8. NOTIFICATION OF NONCOMPL!ANCE: iF, IN THE COURSE OF FULFiULiNG THEiR RESPONSIBIUTY, THE CIVIL ENGINEER, THE SOlLS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WllTH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHAUL 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, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL, 19, A Col-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OHSA PERMIT. PAVING NOTES 1. A PRE-PAVING MEETING iS REQUIRED 48 HOURS PRIOR TO PAVING. 2. THE .o\GGREGATE BASE SECTION SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY. MAXIMUM AND FIELD DENSITY TO BE DETERMINED IN ACCORDANCE WITH ASTM 01557-78 UNMODJfiED. 3. A "TACK COAT' (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, ANO DN EXISTING PAVEMENT TO B~ RESURFACED AT A RATE OF 0.10 GAL/SQ.YD. THE TACK COAT SHAUL BE A TYPE SSI ASPHALT EMULSION. 4. A "SEAL COAT" SHALL BE APPLIED TO THE FINISHED SURFACE AT THE RATE OF 0.10 GAL/SQ.YD. THE "sEAL COAT" SHALL BE A TYPE SSI ASPHAL TIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT. 5. THE ASPHALT CONCRETE FOR PARKING LOTS SHAUL BE TYPE Ill, CLASS C-3 AS SPECIFIED IN SECTION 400-4.3, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST APPROVED EDITION. THE PA"1NG ASPHALT TO BE MIXED WITH AGGREGATE SHALL CONFORM TO THE PR0"1S10NS OF SECTION 203.1 AND SHAUL BE STEAMED REFINED ASPHALT WITH A VISCOSITY GRADE OF AR-4000 MINIMUM AND AR-8000 MAXIMUM TO THE SATISFACTION OF THE CITY ENGINEER. 6. PAVEMENT SECTION RECOMMENDATIONS SHAUL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ISSUANCE OF ROUGH GRADE RELEASE. THE RECOMMENDATIONS SUBMITTED BY THE GEOTECHNICAL ENGINEER SHAUL BE BASED ON "R" VALUE ANALYSIS OF THE SITE SUBGRADE SOILS AND TRAFFIC INDICES APPROVED BY THE CITY OF NEWPORT BEACH. PAVEMENT DESIGN SHALL BE BASED ON A MINIMUM T.I. OF 4.0 (FOR PARKING AREAS) AND A MINIMUM T.I. OF 5.5 (FOR TRAVELED WAYS) AND SHALL BE DESIGNED IN ACCORDANCE WITH THE COUNTY OF ORANGE E.M.A. MATERIALS LAB METHOD. 7. A CERTIFIED DEPUTY PAVING INSPECTOR IS REQUIRED DURING OPERATIONS AT THE JOB SITE AND AT THE ASPHALT PLANT. • 5 C) PROJECT LOCATION 1 { .,. I N.T.S. SHEET INDEX SHEET NO. &TITLE~~..,__ 1 ~AL DEVELOPMENT PERMIT ~~R, KEY MAP, DETAILS AND SPECIAL NOTES 2 PROPERTY BOUNDARY 3 EXIST. SURFACE IMPROVEMENTS & TOPO 4 EXIST. SUB-SURFACE OBSTRUCTIONS 5 PROP. IMPROVEMENTS-HORIZ. CONTROL 6 SIGNING, STRIPING & TRAFFIC CONTROL 7 POT-HOLE PLAN 8-9 SURVEY VERIFICATION 10-11 WORK LIMITS & CONSTRUCT. PHASING 12 DEMOLITION PLAN 13 PRECISE GRADING & PAVING 14-16 RETAINING WALL PROFILE 17-18 SHEET GRADING SECTIONS & DETAILS EROSION CONTROL & SWPPP EXISTING HYDROLOGY MAP PROPOSED HYDROLOGY MAP STORM DRAIN PLAN STORM WATER PONDING & EMERGENCY OVERFLOW WATER PLAN SEWER PLAN COMPOSITE WET UTILITY WALL STRUCTURAL LANDSCAPE ELECTRICAL NO. 19 20 21 22 :-23-24 25 26 27 28 S1-S9 LS1-LS15 E1-E9 GRADING LEGEND l;XISTING PROPOSED FC FL FS • TC J.Ql ~c ·-0- 0------.., 0 --__ ,, __ ~-s- DESCRJPJJOJ\l FINISHED GRADE FLOW LINE . FINISHED SURFACE TOP OF CURB CATCH BASIN SD ,JUNCTION STRUCTURE SEWER MANHOLE SEWER CLEANOUT FIRE HYDRANT GATE VALVE STORM DRAIN SEWER TG HP iNV, B.O.P. TO.P TW BW q: 0 i:- _,..,.._ INDICATES TOP OF GRATE ELEVATION INDICATES HIGH POINT ELEVATION INDICATES INVERf ELEVATION INDICATES BOTTOM Of PIPE INDICATES TOP OF PIPE INDICATES TOP OF WALL ELEVATION INDICATES GRADE AT BASE OF WALL INDICATES CENTERLINE INDICATES CONSTRUCTION NOTE INDICATES HANDICAP PARKING SPACE INDICATES RET-'JNING WAUL --w-WATER lillllllllll-- INDICATES TRACT BOUNDARY /PROPERTY LINE INDICATES GRADING & PERMIT LIMITS I tr: SITE LIGHT (LANDSCAPE) olCV IRRIGATION CONTROL VALi/ES INDICATES CITT/FILL OR DAYLIGHT LINE PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S) 1. T!-'.E EXISTENCE AND LO<'..ATII\N OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLA.11!S WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF NEWPCRT BEACH DOES NOT CONSTITLTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY ANO/OR STRUCTURE WITHIN THE THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE AUL DUE PRECAUTONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. IF PUBLIC IMPROVEMENTS SURROUNDING THE SITE ARE DAMAGED BY THE PRIVATE WCRK, THE CONTRACTOR WILL BE REQUIRED TO CONSTRUCT AUL CORRECTION REPAIRS AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3, RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE Of THE DEVELOPER. 4. THE GRADING CONTRACTOR SHAUL SATISFY HIMSELF AS TO THE PRECiSE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF THE CONTRACTOR'S BIO. 5. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO CITY OF NEWPORT BEACH. 6. CONTRACTOR SHALL BE RESPCNSIBLE FOR OBTAINING AUL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 7. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. AUL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH. CORROSION REVIEW THIS STRUCTURAL PLAN HAS BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE CO RE/2 wf/l CCIR.ROS!ON ENIJIN££R: GEOTECHNICAL REVIEW THIS PLAN HAS BEEN REVlEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE GEOTECHNICAL REPORT. " ~ ---• ·, _..> ", GEO '/1; ,;1<;f,~ '" e,;~1!; . I, -r.£1458 ~;:<! --\ •\ Up.12-31-2007 -,, ~'"~' ~C~i!/Jj!Y _____ :.,_,.._. GE 2458 12/Jf/07 LICENSE NO. EXP. OAT£ l r---,--T-----------------------~c:;'!1T~Y~OF~N~E:WP~O~R~T~BE~A:':'c~H"'l":GEO:::;::;TECHNIC==~:AL::-::FIRM:::---T-RC-LO_W_N.EY ________ ....,.""!o::wt.E11::::::-:Vlll:lla.==-:OPE11:=::----------,---------~-=~-=:-:s~Y,---------------,,~BA~S1S~~OF~BEAR1NGS:=~~----""l"'"'!BENC=~-==1e!", ----------------"'P"'----------------------------1 ~ • 4/28/06. OUTPATIENT BUILDING COORDINATION REVISION ,,_:::::.o::cfE=css~~~ ELEVATIONS THIS PLAN PER O = A GE CALF BM NB TITLE SHEET " 251 EAST IMPERIAL HIGHWAY, SUITE 470 -· ""' 1i~C CUSTOMER-FOCUSED SOLUTIONS THE BEARINGS SHOWN HERON ARE CUN,, OF ORN • I· • • HOAG MEMORIAL HOSPITAL PRESBYTERIAN f! ~ (SEE NOTE ON SHEET 2 OF 28) FULLERTON, CA 92835 ,,~,"~~ s,9~ BASED ON THE SEARING BETWEEN 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY " ·'°' ~-~!AT,~· 1-'---c-'-f-'C'-IT'-Y-'P..C:ECCRC'-Mlc:..T..:.R=E.:.:Vl=EW APRIL 2006, REVISIONS ONLY SHEET 7 OF 28 TEL: 714-441-3090 FAX: 714-441-3091 HOAG MEMORIAL HOSPITAL PRESBYTERIAN lr' t" 0,,.._~ (~~9)Tffft1~~~cy Jf:'('t~9)'~~7~~Jdff o.c.s. HORIZONTAL CONTROL SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY LOWER CAMPUS { "\ • ,~ '"' ,,\0 \\ STATION GPS NO. §2fil AND FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE) ON THE -(;£'-'<:S £ +-'--'-'c..+-'-C"-Hl=LDc.....:.CARE_CENTER BUILDING & PARKING LOT COORDINATION REVISIONS SEYEO ALI BASTANI, PhD, PE OE 2458 12/31/07 ONE HOAG DRIVE \ \a NO. 52787 ") i/ , STATION GPS NO. !Ulli BEING N SOUTHWEST CORNER OF A 7x4.5 FOOT CATCH BASll'l,..1HE CAP PRc.CiSI:: GRADING PLAN ~i • \.·. GEOTECHNICAL ENGINEER: LICENSE NO. EXP. DATE NEWPORTBEACH,cAg2G5&£lOO ,\ .\EXP. 12-31-06/ / 1610'09" W PER RECORDS ON FILE BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPOXY. ~-----------------------------1& ---' '* ~ /4* 1 IN THE OFFICE OF THE ORANGE ADJUSTED 1986, ELEVATION = 6.551. • GRADING i>fRMIT NO. X 9-(949) 764-4624 11,, ~ ~~,• COUNTY SURVEYOR. ----,-----=-c=---1 '°' t Of '"1'0 LEONAAD s A R.C.E. 52787 (EXP. 12/3f/06) Sl1E AREA= 8 ACRES SHEET 1 OF 28 i----i-------r------------------------------c..+----1 DENNIS E. JENSEN, RG, CEG EG 1034 4/06 NO. DATE ' RE"1SIONS APP. DATE ENGINEERING GEOLOGIST: LICENSE NO. EXP. DATE i i I I I I I I I STATE OF CA\.IFORNIA • TI£ Rl:SOURCESAGENCY ARNOLD SCHWARZENEGGER, Govemor • CALIFORNIA COASTAL COMMISSION SQijlh Oi'.la$t Area Office 200 o~m. SiJJte 1000 t.ong 9ttld\ CA 90802-4302 (M2)59ll-5071 AMENDMENT TO COASTAL DEVELOPMENT PERMIT 5-93-2Q-A2 April 11, 2006 Permit Number 5-93-253 Issued lo Hoag Memorial Hospital Presbyterian for: Concep1ual Mass Grading Plan for Hoag Memorial Hospital lower Campus adjacent to PCH ·_ at: Ona Hoag Drive (entrance to Hoag Hospital st West Coast Highway), Newport Beach , Orange. County has bllen amended Ii) include the following ohanga: . . . . . The project will consist of: 212,000 cubic yards of grading, construction o! retaining walls up lo a maximum 30--feet high, oonstruction of parking areas and access roads, installation o! support utilities, installalion of landscaping, demolitiOn of an existing Child Care Center and construction of a new 11,890 square foot Child Caro Center. This amendment wm become effoollve upcn return of a signed copy of this form to the Commission office. Please note lhat the original permit condition unaffected by this amendment am still effect ACKNOW!JiDGNJ§lfi PETER M. I :JUGLAS ..,.-;,-,xec live D :ector ( \ ' £~ '-". FeriSy Tille: C'e) I Prognam Analyst I have read and understand the above permit and agree lo be bound by Iha conditions as amended of Coastal Development Permit 6-93·253. AMENDMj;NT TO COASTAL DEVELOPMENT PERMIT !i:93-253-A2 Page: 5 volum&-based BMPs. and/or the 85th percentile, 1-hour storm event, with an appropriate safety factor Q.e., 2 or greater), for flow-based BMPs; 8, All BMPs shall be operated, monitored, and malnla'med for the life of the project and at a minimum. all structural BMPs shall be inspected, claaned- ou!, and where necessary, repaired at the following minimum frequencies: (1) prior to October 15th each year; (2) during each month between October 15"' and Aprff 15~ of each year and, (3) al least twice during tha dry season: 9. Debris and olher water pollutants removed from structural BMP(s) during • ctean-oul shall be contained and disposed of In a proper manner. 10. It is the applicant's responslbffity lo maintain the drainage system and the associated structures and BMPs according to manufacturer's • ~peclflcatlons. 11. Pali<ing LOI: (a) The WQMP shall provide for the treatment of runoff from parking lots using appropriate structural and non-structural BMPs. Ate minimum this must include a blOswale and/or filler designed speclflcally to m!llimize vehicular contaminants (off, grease, automotive fluids, heavy metals, hydrocart>ons), sediments. and lloatables and particulate debris. (b) The applicant shall regularly sweep the parking lot at a minimum on a waekiy basis, in order to prevent dispersal of pollutants that might collact on those surfaces. (c) The detergents and cleaning components used on site shall comply wtth !he following cmer',a: 1hey shall be phosphate-free, biodegradable, and non-toxic to marine wildlife; amounts used shall be minimized lo the maximum extent practicable; no fluids containing ammonia, sodlum hypochlorlte, chlorlnaled solvents, petroleum distillates, or!)I& shaft ba usad; (d) The applicant shall not spray down or wash down the parking lot unless the water used ls directed through the sanitary sewer system or a filtered drain. (e) All BMPs shall be operated, monitored, and maintained for the life of the project and at a minimum, all structure! BMPs shall be Inspected, cleaned-out, and where necessary, repaired at the following minimum frequencies: (1) prior to Oo!ober 15th each )l&ar, AMENDME,NT TQ CQASTAL QliYELOPMElfi P§RMl't ~:a!P:A2 Page; 2 STANDM!l,,CONDIIIQNS 1. Ngticg 2f Receipt !Wd Acknowl@dmm!nt The permit ls not valld and davelopment shall not commence ul'llll a copy of 1he permit, signed by the permfttee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, ls returned to the Commission office. 2. !;xpil'atjo;,. If development has not commenced, !he permit will expire two years from the date on which !he Commission voted on the appllcalion. Development shall be pursued in a diligent manner and completed In a reasonable period of time. Applloatlon for exten$ion of the permit must ba made prior to the expiration date. 3. !!'.ltel'm:@tatlqn, Any questions of intent or interpretation of any oondttion will be resolved by the Execu!ive Director or the Commission. 4. All~lgnlll§l1t, The permit mey be assigned to any qualified person, provided aesignee flies with !he Commission an affidavit accepUng all terms and conditions of the permit. 5. 1,_erm§ and Conditions Run with the I.and. These terms and conditions shall be perpetual, and ft Is Iha Intention of 1he Commission and !he permittaa to bind an future owners and possessors o! the subject property to the terma and conditions. §,PECIN, CONDITIONS: 2, 6. NOTE: IF THE SPECIAL CONDITIONS REQUIRE Tl-IA T OOCUMENT(S) BE RECORDED WITH THE COUNTY RECORDER, YOU WILL RECEIVE THE LEGAL FORMS TO COMPLETE (WITH INSTRUCTIONS). IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE DISTRICT OFFICE. Unless specifically altered by this amendment. all regular and special condttions attached to Coastal Development Permit No. 5'-93·253 an<I 5-93-253-A 1 remain in effect Al! standard and special condlllOns previously Imposed under Costa! Development Permtt No, 5-93-253 and 5-93-253-A 1 apply aqually to the amendment. R@lalnilJ9 Wl!)I )ilsyl!) Iraatment Plan A. PRIOR TO ISSUANCE OF THE COAST AL DEVELOPMENT PERMIT, the applicant shall submit, for the review and approval of the Executive Director, a visual enhancement plan for the proposed retaining w;,11 that is designed to soften, through selective placement of architectural elements and vegetation, the visual impact of larga expanses of wall that would be visible from public vantage points. The plan shall provide for the adequate planting of shrubs, vines, and occasional trees, selectively placed lo soften the visual Impact of the approved retaining wall from significant vantage points. AMENDMENT TO COASTAL QEYELOPMgNT PERMI! 5::113-253-,AA (f) {g) Page: 6 (2) during each month between October 15" and April 15"' of each year and. (3) at !aast twice during tha dry season. Debris and other water poHulants removed from structural BMP(s) during ctaan-out shall be contained and disposed of in a proper manner; It Is !he applicant's responslblll\y to maintain the drainage system and the associated strucluras and BMPs according to manufaclumr's specification. ' , The permltee shall undertake development in accordance with the approved final plans. Any proposed changes to 1he approved final pians shall be reported to tha Executive Director. No changes to the approved final plans shall occur wllhou'. a Commission amendment to this coastal development permit unless the ExeculiVe Director determines that no amendment is required. b@tJd§!iaping Pia'! A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit, forthe review and approval of the Executive Director, a final landscape plan praparad by a licensed landscape architect that includes Iha following: 1. The plan shall demonstrate that 2. (a) (b) All required plantings will be maintained in good growing conditions throughout the life of the project, and whenever necessary, shall be replaced with new plant materials to ensure continuad compliance with the landscape plan. No plant species lis!ad as problematic and/or invasive by the California Native Plant Society, the Callfomla Exotic Pest Plant Council, or as may ba identified from time to time by the State of California shall ba employed or allowed to naturalize or persist on !he site. No plant species listed as a 'noxious wead' by the State of California or the U.S. Federal Government shaA be utilized within the property. Use of primarily native plant spacias Is encouraged. The plan shall Include, at a minimum, the following components: (a) Two (2) full size copies of A map showing the type, size, and location of an plant materials that wiH be on the developed site, the Irrigation system, topography of the developed site, and all other landscape features. and 4. 1. a. AMliNDMl;NT TO COASTAi, DEW,l,OPMENT PERMIT li:93::W•AA Page: 3 B. The permiltee shall undertake development In aooordance with the approved final plan. Any proposed changes to the approved final plan shall be reported to the Executive Director. No changes to the approved final plan shall occur without a Commission amendment to this coastal developmant permit unless the Executive Director determines that no amendment is lagally required. Construction !Wt Ml!n!!!l"ffll!fll Pl'llCtlm The applicant shall comply with the following construction-related requirements: A. Best Management Practices (BMPs) and Good Housekeepil,g Practices (GHPs) designed to prevent spillage and/or runoff of construcllon-ralated materials, and • to contain sediment or contaminants associated wllh construction activity shall be implemented prior lo the or1-set of such activity: El, No construction materials, debrts, or waste shall be placed or stored where it may e~ter a storm drain or be subject to tldal erosion and disperSlon; C. Construction dabris and sediment shall be properly contained and sacured on site with BMPs, to prevent the unintended transport of sediment and other debris int.o coastal waters by wind, rain or tracking. All stoek plies and construction materials shall be covered, enclosad on all sides, shall be located as far away as posslbie from drain Inlets and any waterway, and shall not be stored In contact with the soil; O, Construction debris and sediment shall be removed from oonstmction areas as necessary lo pravent the accumulation of sediment and other debris, which may be discharged into coastal waters. All debris and trash shall be disposed of In the proper trash and recycling receptacles at the end of each construction day; E. The discharge of any hazardous materials into any receiving waters shall ba prohibited; F, A pre-construction meeting should be held for al! personnel to mlllew procedural and BMP/GHP guidelines; G. All BMPs shall be maintained in a functional condition throughout the duration of the project; LoAAlien !If 091,ris Dl!J!O§@! Sill! Debris shall be disposed al a legal disposal site or recycled at a recyclll'lll lacilffy. If the disposal site is located in the coastal zone, a coastal development permit or an amendment to this permit shall be required before disposal can take place unless the Exacutlva Direc!or_determines Iha! no amendment or new permit Is legally required. AM!aNDM!l;NT TO COASTAL DEVELOPMENT PERMIT §.::.~3-253-AA Page: 7 (b) A schedule for Installation of plants. B. The permitteea shall undertake development !n accordance with the approved plan. Any proposed changes to !he approved final plan shall be reported to the Executive Director, No changes lo !he approved final plans shall occur without a Commission amendment to this coastal development permit unless the Exacutlve Director determines that no amendment is ,equired. I!l!fli.S C.9n1co1 Pi!!ll A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, tha _ applicant shall submit in writing, subject to !he review and approval of Iha Executive Director: A writtan agreement stating that no grading export hauling will O<lCUT ,:luring !he weekend and holidays during the peak beach use. starting the day before the • Memorial Day weekend and anding 1he day after !he Labor Day weekend, of any year. B. The permitee shall undertake development in accordance with the approved final plans. Any proposed ohangas lo !he approved final plans shall be reported to the Executive Director. No changes lo the approved final plans shall occur without a Commission amendment to this coastal development permit unlass lhe Executive Director determines that no amendment Is required. !,.onformance with G9ot,cbnl<ail Report A. All final design and construction plans, including foundation, grading and drainage plans, shall ba consistent with all recommendations contained In the following geotec!mical report: Prellmina,y Geotechnlcaf lnvestlgaffon of Retaining Wall, Parking Loi and Childcare Center, Hoag Hospital Lower Campus Newport, California prepared by Lowney Associates dated February 2005. S. PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, !he applicant shah submit, for the Executive Director's revlaw and approval, evidence that an appropriately licensed professional has reviewed and approved all final design and constructioo plans and certified Iha! aach of those fmal plans is consistent with all of the recommandations specified in the above-referenced geologic evaluation approved by the California Coastal Commission for the project site. C. The permittee shall undertake development In accordance with the approved flrla! plans. Any proposed changes lo the approved final plans shall be reported to the Executive Director. No ct1angas to the approved final plans shall occur I 5. A!vlfflt!MENT TO COAST A/. DEYELQPMl!NT P§RMIT 5:93-153-AA Page: 4 YY.@t!r Qyalltx Manapment Pla11 {.WQMel A, Prior lo issuance of the coastal developmant permit, the permlttee shall submtt for the review and approval of !he Executive Olrector, two (2) copies of a Final Water Quality Management Plan (WQMP) for the post-oonstruction project sl!e, prepared by a llcansed water quality professional, and shall include plans, desulp!ions, and supporting calculations. The WQMP shall incorporate structural and non-structural Best Management Practices (BMPs) designed to reduce, to the maximum extent practicable, the volume, velooily and pollutant load of atormwater and dry weather flows leaving the developed site. In addttion to the specifications above, the plan shall be in substantial conformance with the following requirements: 1. Post-deveiopment peal<: runoff rates and avaraga volumes shall not exceed pre-development conditions; • 2. A,pprapriale structural and non-structural BMPs (site design, source control and treatment control) shell be designed and implemented to minimize water quality impacts to surrounding coastal waters; 3. Impervious surfaces, especially direotly connacted impervious amas, shall ba minimized, and alternative types of pervlous pavement shall ba usad where feasible; 4. Irrigation and the use of fertilizers and other landscaping chemicals shall be minimized; 5. Trash, racycllng and other waste containers, as necessary, shall be provided. All waste containers anywhens within the development shall ba covemd, watertight, and designed to resist scavenging animals, 6, Runoff from au roofs, roads and parking araas shall be collected and directed through a system of structural BMPs Including vegetated areas and/or gravel filter strips or other vegetated or media filter devices. The eystem of BMPs shall be designed to 1) trap sediment, particulates and other solkls and 2) remove or mitigate contaminants (including !rash and debris, vehicular fluids, particulates such as brake pad dust (heavy metals), and ferlffizers) through Infiltration, filtration and/or biological uptake. The drainage system shall also be designed to convey and discharge runoff from the developed site In a non-erosive mannar; 7. Post-constructlon structural BMPs (or suites of BMPs) shall be designed lo treat, lnflttrate or flltar the amount of stormwater runoff produced by all storms up to and including the 85th percentile, 24-hour storm event for AMENDMENT T~ COASTAL DEVEL0pME!)IT eE~MIT 5::1)3453•A2 - Page: 8 without a Commission amendrnent to this coastal developmant permit unless the Executive Diroc!or determines that no amendmanl Is required. c&ntoffk:e\wtnwomitamplalaismend,dot Ptinied on AJ,rl 11, 2005 ' . • I I ,, . ~ ' ' "' ' ~ (/) ,, 15 ~ ~ tJ;j ~ (/) ~ is ~ s li:! li:! ~ ~ ~ C, 8 <:> ~ ;=! ijS h i5 ;::: [ 5 , ~ ~ ~ c§ ~ c:, I'--. «, lf) "1-..., "" ~ 0 ""' -! § 0 ,,;, ~ ~ l -rt -It, ij "' ~ ,~ -, I-Cl) ::, -:E a.. a:: :E w <t: a.. {.) I-a:: z w w s; :E 0 a.. 0 ....J I ....J ....J w > i=: w -Cl a.. ....J Cl) ~ 0 :c en (.9 <t: < 0 0 (.) :c PERMIT NO . • SHEET 1A OF 28 ' '\i, "' . l:s ¥! "' C vs ,_ :s ~ i:tl ~ :cs vi ~ ~ ,-·-" STATE Of CAUF'ORNIA· THE A~OUMC:$ AGENCY ARNOLD SCHWARZENEGGER. GtWemor . I ~ ~ ~ . CALIFORNIA COASTAL COMMISSION AMENDMl;NT TO COASTAi, DEVELOPMENT fERMIT AME~!!!l/JENT TQ !,QA!!T A!, D!iVELOPM!\;NT PERMIT AMl;NDM!iNT TO COASIAL DEV!\;bOPM!\;NT PERMIT Vs South Ct.last Area Office §.-93·253-Ag 5-93-253-A2 5-93-253-Ag >--~ 200 Oo&ange.te, SUlte 1000 I ~ Long ~ad!, CA 90802-4302 Page: 2 Page: 3 I Page: 4 "' (/) ... C (062) -0 ~ ~ ' ..J ~ ~ <.!> :s AMENDMENT TO COASTAL DEVELOPMENT PERMIT ~TANDARD CONDITIOf:!§ I ,1!; ii; i:E1 t€ :s 5-93-253-A2 B. The permittee shall undertake development in accordance wtth the approved 5. Water Quality Management fkl!l OYQMfl ~ l:E! ~ 1. Notice of Becelpt and &;kn9wledgment. The permit ls not valid and development final plan. Any proposed changes to the approved final plan shall be reported to i::: April 11,2006 shall not commence until a copy of the permit, signed by the permittee or authorized the Executive Director. No changes to the approved final plan shall occur without A. Prior to issuance of the coastal development permit, the permittee shall submit ~ ~ ~ agent, acknowledging receipt of the permit and acceptance of the terms and oonditions, a Commission amendment to this ooastal development permit unless the I for the review and approval of the Executive Director, two (2) copies of a Final <.., cS ,1!; "' is returned to the Commission office. Executive Directer determines that no amendment is legally required. Water Quality Management Plan (WQMP) for the post-construction project site, 9 "1 ~ Permit Number 5-93-253 issued to Hoag Memorial Hospital Presbyterian for. prepared by a licensed water quality professional, and shall include plans, s t 8 2. l;xpiratloll, If development has not commenced, the permit will expire two years from 3. Ci;instructioo ~@st Maoagement Practi!,!s descriptions, and supporting calculations. The WQMP Shall Incorporate <x:, Conceptual Mass Grading Plan for Hoag Memorial Hospital Lower Campus adjacent to the date on which the Commission voted on the application. Development shall be . structural and non-structural Best Management Practices (BMPsJ designed to f§ ;;. ~ PCH •. . pursued In a diligent manner and completed in a reasonable period of time. Application The applicant shall comply with the ioHcwlng oonslructlon-rala!ed requiremorrts: reduce, to the maximum extent practicable, the volume. velocity and poffutant ~ \si ..., for extension of the permit must be made prior to the expiration date. load of stonnwater and dry weather flows leaving the developed stte. In addition is;! s '-' "' at One Hoag Drive (entrance to Hoag Hospital at West Coast Highway), Newport Beach , A. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) lo the specifications above, the plan shall be in substantial oonformance with the is;! ,__ ,_ Orange. County_ has been amended to Include the following change: 3. lnterprf!,!ltlon. Any questions of intent or Interpretation of any oondition wffl be designed to prevent spillage and/or runoff of construction-related materials, and following requirements: :ii tii resolved' by U1e Executive Dlreclor or the Commission. to contain sediment or oontaminants associated with construction activity shall be i ~ ~ i::: Post-development peek runoff rates and average volumes shall not a. ~ . The projecl wm consist of: 212,000 cubic yards of grading, construction of retaining walls up to implemented prior to the on-set of such activity; 1. ' 9 i:: ' a maximum 30-feet high, construction of parking areas and access roads, Installation of 4. Ai§ignment. The permit may be assigned lo any qualified person, provided assignee exceed pre-development conditions; ;i: is '-' 13 support utffities, installation of landscaping, demolition of an existing Child Care Center and files with the Commission an affidavit accepting al! terms and conditions of the permit. B. No construction materials, debris, or waste shall be placed or stored where it construction of a new 11,890 square foot Child Care Center. may enter a storm drain or be subject to tidal erosion and dispersion; 2. Appropriate structural and non-structural BMPs (site design, source I <O ~ 5. Terms and Con<!iti!>~ the L.!l!Jd, These terms and conditions shaU be control and treatment control) shall be designed and implemented to <o ~ ~ ~ This amend men! will become effective upon return of a signed copy of this form to the perpetual, and it is the intention of the Commission and the permlttee to bind all future C. Construction debris and sediment shall be properly contained and secured on minimize water quality impacts to surrounding coastal waters; ~ 'X) c§ Commission office. Please note that the original permit condition unaffected by this owners and possessors of the subject property to the terms and conditions. site with BMPs, to prevent !he unintended transport of sediment and other debris ~ ~ ~ -~ amendment are stitt effect. into coastal waters by wind, rain or tracking. All stock piles and construction 3. Impervious surfaces, especially directly connected impervious areas, shall -0 I !;!fECIAL ~NDITIONS: materials shall be covered, enclosed on al! sides, shall be located as far away as I be minimizad, and alternative types of pervlous pavement shall be used I possible from drain Inlets and any waterway, and shall not be stored in oontact ' where fea~ible; " "" <l) 'St-d PETER M. I OUGLAS ' I ' ---.. :;,: NOTE: IF THE SPECIAL CONDITIONS REQUIRE THAT DOCUMENT($) BE RECORDED with the soil; c~· jrtive D ector WITH THE COUNTY RECORDER, YOU WILL RECEIVE THE LEGAL FORMS TO COMPLETE 4. Irrigation and the use of fertilizers and other landscaping chemicals shall ' ,::::' (WITH INSTRUCTIONS). IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE DISTRICT D. Construction debris and sediment shall be removed from construction areas as be minimized; i -OFFICE. necessary to prevent the accumulation of sediment a."ld other debris, which may <:, ~ ' ., Fe ,ii Sy be discharged Into coastal waters. All debris and trash shall be disposed of in 5. Trash, recycling and other waste oontainers, as necessary, shall be ~ "' .,. I t z . Tltte: Ct, isl! Program Analyst 1, Erior Condition§ the proper trash and recycling receptacles at the end of each construction day; provided. All waste containers anywhere within the development shall be ~ ... ~ -. ~ --------covered, watertight, and deslgnoolo reslsf scavenging animals. z ~ Unless specifically altered by this amendment, a!I regular and special conditions E. The discharge of any hazardous materials into any rece1vlng waters $hall be I !li ~ ~ ACKNOWLEDGMENT attached to Coastal Development Permit No. 5-93-253 and 5-93-253-A 1 remain in prohibited; 6. Runoff from all roofs, roads and parking areas shall be oollected and Q effect. Ali standard and special conditions previously imposed under Costa! dlrecled through a system of structural BMPs including vegetated areas I have read and understand the above permit and agree to be bound by !he conditions as Development Permtt No. 5-93-253 and 5-93-253-A 1 apply equally to the amendment. . F. A pre-conslructlon meeting should be held for all personnel to review procedural and/or gravel filter slrtps or other vegetated or media filter devices. The ! amended of Coastal Development Permit 5-93-253. and BMP/GHP guidelines; system of BMPs shall be designed to 1) trap sediment, particulates and 2. Retalnl119 Wall Visual Treatment Plan other solids and 2) remove or mitigate contaminants (including trash and 'fl1.;./,,1. Signature £t::::..'?:= 1-.e(u G. All BMPs shall be maintained In a functional oondttlon throughout the duration of debris, vehicular fluids, particulates such as brake pad dust (heavy Date: A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the the project; metals), and fertilizers) through infiltration, filtration and/or biological ....J ill :,. -applicant shall submit, for the review and approval of the Executive Director, a uptake. The drainage system shall also be designed to oonvey and <( !ll I visual enhancement plan for the proposed retaining wall that is dP.signed to 4. Lmtion of Debrl$ Qisl"l!!al Site discharge runoff from the developed site in a non-erosive manner, f-\l! >-ti l;l soften, through selective placement of archilectural elements and vegetation, the CL 1i! "' w :1: ~ B (f) c:, '-' z~ ,., visual Impact of large expanses of wall that would be visible from public vantage Debris shall be disposed at a legal dispcsal site or recycled at a recycling facii!y. If the 7. Post-construction structural BMPs (or suttes of BMPs) shall be designed 0 ~~ 3:!~J. pcints. The plan shall provide for the adequate planting of shrubs, vines, and disposal site is located in the coastal zone, a coastal development permit or an to treat. infiltrate or filter the amount of stmmwater runoff produced by all ,. I !ii~ Ooc ~ l occasional trees, selectively placed to soften the visual impact of the approved amendment to this permit shall be required before disposal can take place unless the storms up to and including the 85th percentile, 24-hour storm event for ffi "" _J~ .. o.O ~>-•• ,__!1": retaining wall from significant vantage poinlB. Executive Director_determines that no amendment or new permit is legally requirnd. 0 <( i tl'.:O~ '-,.,;.. ..,o 1:::1 a:: "' ~I ~ zt-m ' LI.I <5 "' ~ z LI.I ffi ~ i 0 0 (I) ~·o00) :g I 0 -o, i;; "' '"' ~ C\0''-I :::> O)tZ "" -..J st~ . 0 '-'~ 8 (/) 0, fa LU «-4' ~ :2:e ~ > "'>< ~ (.) -c;: it 1i'. >-. e:~ /:i ' fl"i .J :::; Oo, ~ "'' " 0"' w~ ~ I a i-c;;;-~ -..,. I l'.\4e l,j . 0 AMENDMl;NT TO COASTAL Dl;VELOPMENT PERMIT AJl!!li;NDMENT IO COAST AL DEVl;LOPME~ PERMl! AJl!!ENOMENT TO COAST Al DEVELOPMENT PERMIT AMENDMENT TO COASTAL OEVE!,OPMl;NT PERMIT " "' 5:l!3-i§3:A6 5-93-253-A2 5-93-253-Ag 5-93-253-A2 Page: 5 Page: 6 Page: 7 Page: 8 I! 'ii :;.: ;;; ' rn 5 volume-based BMPs, and/or the S5th percentile, 1•hour storm event, with (2) during each month between October 15~ and April 15"' of each [b) A schedule for installation of plants. witl10ut a Commission amendment lo this coastal development permit unless the 8 ,,.,_, j ,JI, an appropriate safety factor (le .. 2 or greater), for flow-based BMPs; year and. (3) at least twice during the dry season. Executive Direcior determines that no amendment Is required. Cl:'. ·o B. The permltlees shall undertake development in accordance with the approved ..: ·ll; 0. . ... 8. All BMPs shall be operated, monitored, and maintained for the life of the (f) Debris and other water pollutants removed from structural BMP(s) plan. Any proposed changes to the aµproved final plan shall be reported to the c.1.mSoffioa\wlnworcillemptate\amend.dot Printed oo Apfl 11, 2000 LI.I .~ project and at a minimum, all structural BMPs shall be inspected, cleaned-dyrlng clean-out shall be contained and disposed of in a proper Executive Director. No changes to the approved final plans shall occur without a Cl:'. ~ n. out, and where necessary, repaired at the following minimum frequencies: manner; Commission amendment to this coastal development permit unless the Executive ( 1) prior to October 15th ef;!Ch year; (2) during each month between It la the applicant's responsibility to maintain the drainage system Director determines that nc amendment Is required. October 1511, and April 15" of each year and, (3) at least twice during the (g) dry season; and the associated structures and BMPs according to . 1, Traffic: Control Pllln ' manufacturer's specification. I Cl) . 9. Debrts and other water pollutants removed from structural BMP(s) during • . A PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the :::) clean-out shell be contained and disposed of in a proper manner. B. The permUee shall undertake development in accordance with the approved final . applicant shall submit in writing, subject to the review and approval of the plans. MY proposed changes to the approved final plans shall be reported to the Executive Director: a.. 10. It is the applicant's responslbimy to maintain the drainage system. and the • Executive Direcior. No changes to the approved final plans shall occur without a . associated structures and BMPs according to manufacturer's . Commission amendment to this coastal development permit unless !he Executive A written agreement stating that no grading export hauling will oqcur duling the I-Cl) :E specifications. Director determines that no amendment is required. weekend and holidays during the peak beach use, starling the day before the - :2E z <( • Memorial Day weekend and anding the day after the Labor Day weekend, of any 11. Parking Lot: 6. Laa!!i.s@p!ng Pia~ year. cc <( (.) I w ...J {a) The WQMP shall provide for the treatment of runoff from parking PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the ' The permltee shall undertake development in accordance with the A. B. Cl.. c::: lola using appropriate structural and non-structural BMPs. At a applicant shall subm~. for the review and approval of the Executive Director, a I approved final plans. Any proposed changes to the approved fmal plans a.. minimum this must include a bioswale and/or filter designed final landscape plan prepared by a ilcensed landscape architect that Includes the shail be reported to the Executive Director. No changes to the approved I-w speclfically to minimize vehicular contaminants (oil, grease, following: final plans shall occur without a Commission amendment to this coastal {!) s automotive fluids, heavy metals, hydrocarbons), sediments, and development permit unless the Executive Director determines that no z fioatables and partlculate debris. 1. The plan shall demonstrate that amendment is required. w z 0 ~ -(b) The applicant shall regularly sweep the parking lot at a minimum on {a) All required plantings will be maintained in good growing conditions 8. Conformance with Geotechnlcal R11p0rt Cl.. 0 _J a weekly basis. in order to prevent dispersal of pollutants that might throughout the life of the project, and whenever necessary, shall be collect on those surfaces. replaced with new plant materials to ensure continued compliance A. All final design and construction plans, including foundation, grading and 0 <( I with the landscape plan. drainage plans, shall be consistent with all recommendations contained In the ...J c::: _J (c) The detergents and cleaning components used on site shall comply foUOWing geotechnical report: Preliminary Geotechn!cal Investigation of Retaining w ,_ " ~ " with the following crtteria: they shall be phosphate-free, (b) No plant species listed as problematic and/or invasive by the Wall. Parking Lot and Childcare CentJJr, Hoeg Hospital Lower Campus Newport, > {!) ~ biodegradable, and non-toxic to marine wildlife; amounts used shall California Native Plant Society, the California Exotic Pest Plant I California prnpared by Lowney Associates dated Febrnary 2005. w be minimized to the maximum extent practicable; no fluids Council, or as may be Identified from time to time by the State of .. Cl w -containing ammonia, sodium hypochiorite, chlorinated solvents, California shall be employed or allowed to naturalize or persist on PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the -B. Cl) a.. petroleum distillates, or lye shall be used; the site. No plant species listed as a 'ncxlous weed' by 1he Slate of applicant shall submit, for the Executive Director's review and approval, evidence ...J California or the U.S. Federal Government shall be utilized within !hat an appropriately licensed professional has reviewed and approved all final <( -U) ' (d) The applicant shall no! spray down or wash down the parking lot the property. Use of primarily native plant species Is encouraged. design and construction plans and certified that each of those final plans is I-(.) 0 -unless the water used Is directed through the sanitary sewer consistent with all of the recommendations specified in the. above-referenced en w " system or a filtered drain. 2. The plan shall Include, at a minimum, the follOWing components: geologic evaluation approved by the California Coestal Commission for tf-,e <( I ~ project site. c::: ' < (e) All BMPs shall be operated, monitored, and maintained for the life {a) Two (2) full size copies of A map showing the type, size, and 0 c a.. {!) ' 0 M of the project and at a minimum, all structural BMPs shall be location of all plant materials that will be on the developed site, the c. The permittee shall undertake development In accordance with the approved 0 I 0 inspected, cleaned-out, and where necessary, repaired at the irrigation system, topography of the developed site, and aH other final plans. Any proposed changes to the approved final plans shall be reported <( 0 following minimum frequencies; (1) prior lo October 15th each year; landscape features, and to the Executive Director. No changes to the approved final plans shall occur 0 X 0 " 0 2 L ·! I • • " • ~ 7 " ~ PERMIT NO. I 0 X 0 . ~ I 1A ~ SHEET w a • 0 OF 28 " 0 z ~ • 0 " ' SHEET 14 KEY MAP SCALE: 1 ' ~ 1 00' GEOTECH RECOMMENDATIONS Pl.fASE REFER TO THE ENTIRE GEOTECHNICAL REPORT DATED FEBUARY 25, 2005 FOR MORE DETAILS ON EARTHWORK EXCAVATION CHARACTERISTICS CAVING AND RUNNING OF GRANULAR UNITS OF THE TERRACE DEPOSITS IS EXPECTED NEAR THE PERCHED GROUND WATER LEVEL SUBGRADE PREPARATION AFTER THE SITE HAS BEEN PROPERLY CLEARED, STRIPPED AND NECESSARY EXCAVATIONS HAVE BEEN MADE, EXPOSED SURFACE SOILS IN THOSE AREAS TO RECEIVE FILL OR PAVEMENTS SHOULD BE SCARIFIED TO A DEPTH OF 6 INCHES, MOISTURE CONDITIONED, AND COMPACTED. IN ACCORDANCE WITH THE RECOMMENDATIONS FOR ALL PRESENTED IN THE "COMPACTION" SECTON. THE FINISHED COMPACTED SUBGRADE SHOULD BE ARM AND NON-YIELDING UNDER THE WEIGHT Of COMPACTION EQUIPMENT. MATERIAL FOR ALL ALL ON-SITE SOILS BELOW THE STRIPP£1l LAYER ~.AVING AN ORGANIC CONTENT OF LESS THAN 3 PERCENT BY WEIGHT ARE SUITABLE FOR USE AS FILL AT THE SITE. IN GENERAL, ALL MATERIAL SHOULD NOT CONTAIN ROCKS OR LUMPS LARGER THAN 6 INCHES IN GREATEST DIMENSION, WITH NO MORE THAN 15 PERCENT LARGER THAN 2½ INCHES. COMPACTION AI.L Fill, ~S WELL AS SCARIFIED SURFACE SOILS IN THOSE M/.f.l,S TO RECEIVE FILL SHOULD BE COMPACTED TO AT UEAST 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY AS1M TEST DESIGNATION D1557, LATEST EDITION. FILL SHOULD BE PLACED IN LIFTS NO GREATER THAN 8 INCHES IN UNCOMPACTED THICKNESS AT A MOISTURE CONTENT NEAR THE AT LEAST 2 PERCENT OVER LABORATORY OPTIMUM. EACH SUCCESSNE LIFT SHOULD BE FlRM AND NON-YIELDING UNDER THE WEIGHT OF CONSTRUCTION EQUIPMENT. IN PAVEMENT AREAS, THE UPPER 6 INCHES OF SUBGRADE AND FULL DEPTH OF AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTON (ASTM D1557, LATEST EDITION). AGGREGATE BASE AND ALL IMPORT SOILS SHOULD BE COMPACTED AT A MOISTURE CONTENT NEAR THE LABORATORY OPTIMUM. WET WEATHER CONDITIONS EARTHWORK CONTRACTORS SHOULD BE MADE AWAAE OF THE MOISTURE SENSITMTY OF SILTf SOILS AND POTENTIAL COMPACTION DIFFICvLTIES. IF CONSTRUCTION IS UNDERTAKEN DURING WET WEATHER CONDITIONS, THE SURFICIAL SOILS MAY BECOME SATURATED, SOFT AND UNWORKABLE. SUBGRADE STABILIZATION TECHNIQUES MIGHT INCLUDE THE USE OF ENGINEERING FABRICS AND/OR CRUSHED ROCK OR CHEMICAL TREATMENT. TRENCH BACKFILL ON-SITE SOILS MAY BE USED AS GENERAL FILL ABOVE PIPE EMBEDMENT MATERIALS PROVIDED THEY MEET THE REQUIREMENTS OF THE "MATERIAL FOR FILL" SECTION OF THIS REPORT. WATER JETTING Of TRENCH BACKFILL SHOULD NOT BE ALLOWED. THE UPPER 6 INCHES OF GENERAL FILL IN ALL PAVEMENT AAEAS SUBJECT TO WHffi LOADS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION. DEWATERING AS PREVIOUSLY DISCUSSED, MEASURED PERCHED GROUND WATER ELEVATIONS AAE ABOVE THE PLANNED EXCAVATION DEPTHS; THEREFORE, TEMPORARY AND PERMANENT DEWATERING WILL BE NECESSARY DURING AND AFTER CONSTRUCTION. DEWATERING FOR CONSTRUCTION SHOU BE THE RESPONSIBILITY OF THE CON'TRACTOR. EROSION CONTROL AS WITH ANY DEVELOPMENT, EXPOSED CUT AND FILL SLOPES REQUIRE PERIODIC MAINTENANCE DUE TO MINOR SLOUGHING ANO EROSION AS WELL AS PRDTECTON. CONSTRUCTION OBSERVATION ALL GRADING AND EARTHWORK SHOULD BE PERFORMED UNDER THE OBSERVATION OF OUR REPRESENTATIVE TO CHECK THAT THE SITE IS PROPERLY PREPARED, THAT SELECTED FlLL MATERIALS ARE SATISFACTORY, AND THAT PLACEMENT AND COMPACTON OF FILLS IS PERFORMED IN ACCORDANCE WITH OUR RECOMMENDATIONS AND THE PROJECT SPECIFICATIONS. SUFFICIENT NOTIFICATION TO US PRIOR TO EARTHWORK I ESSENTIAL. THE PROJECT PLANS ANO SPECIFICATIONS SHOULD INCORPORATE ALL RECOMMENDATIONS CONTAINED IN THIS REPORT. RETAINING STRUCTURE DUE TO THE PROXIMITY OF THIS OPTION TO THE UTILITY UNES AND THEIR LOW TOLERANCE TO DEFLECTION, LOADING REQUIREMENTS BASED ON THE AT-REST CONDITION ARE RECOMMENDED. WE Al.SO UNDERSTAND THAT THE DEWATERING WPS A MAJOR COMPt.iCATION DURING THE PREVOUS CONSTRUCTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS DURING THE CONSTRUCTION. EXISTNG UTILITIES UTILITIES SHOULD BE LOCATED BY THE GENERAL CONTRACTOR PRIOR TO INSTALLATION OF SOIL NAILS. SETT..EMENT ANO MOVEMENT MONITORING IN CONJUNCTION WITH THE RETAINING STRUCTURE CONSTRUCTON, A MONITORING PROGRAM SHOULD BE SET UP AND CARRIED OUT BY THE CONTRACTOR TO DETERMINE THE EFFECTS OF THE CONSTRUCTION ON ADJACENT BUILDINGS AND OTHER IMPROVEMENTS SUCH AS STREETS, SIDEWALKS, UTILITIES AND PAAKING AREAS. THE PERMANENT RETAINING SYSTEM SHOULD BE MONITORED ANO SURVEYED PERIODICALLY TO EVALUATE ITS PERFORMANCE. AS A MINIMUM, WE RECOMMEND HORIZONTAL AND VERTICAL SURVEYING OF REFERENCE POINTS ON THE RETAINING STRUCTURE AND ON .'.OJACENT STREETS ANO BUILDINGS, IN .ADDITION TO AN INITIAL CRACK SURVEY. WE ALSO RECOMMEND THAT ALL SUPPORTED AND/OR SENSITI\IE UTILITIES BE LOCATED AND MONITORED BY THE CONTRACTOR. REFERENCE POINTS SHOULD BE SET UP AND READ PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. POINTS SHOULD ALSO BE SET ON THE RETAINING STRUCTURE Af; SOON Af; INITIAL INSTALLATIONS ARE MADE. IN ADDITION, INCLINOMETERS COULD BE INSTALLED BY THE CONTRACTOR AT CRITICAL LOCATIONS FOR A MORE DETAILED MONITORING OF RETAINING STRUCTURE DEFLECTIONS. SURVEYS SHOULD BE MADE AT LEAST ONCE A WEEK, AND MORE FREQUENTLY DURING CRITICAL CONSTRUCTION ACTIVITIES. OR IF SIGNIFICANT DEFLECTIONS ARE NOTED. WE RECOMMEND SURVEYING TO BE CONDUCTED ON A MONTHLY BASIS FOR THE FIRST 6 MONTHS AFTER COMPLETION OF CONSTRUCTION, EVERY OTHER MONTH FOR THE NEXT MONTHS, QUARTERLY FOR THE SECOND YEAR, AND SEMI-ANNUALLY FOR THE NEXT THREE YEARS. WE RECOMMEND THE SURVEYS BE CONDUCTED ON MONUMENTS ESTABLISHED 8Y A REGISTERED CML ENGINEER OR LAND SURVEYOR. THE DATA SHOULD BE PROVIDED TO THE SYSTEM DESIGNER AND THE GEOTECHNICAL ENGINEER-OF-RECORD FOO REVIEW. IF UNSATISFACTORY RESULTS Af'.E OBTAINED, ADDITIONAL MONITORING MAY BE REQUESTED AND MITIGATION MEASURES MAY NEED TO BE INSTALLED, SEE NOTE BELOW FOR DESCRIPTION OF REVISIONS TO PLANS CORROSION PROTECTION REQUIREMENTS THE NATIVE SOILS PRESENT ON THIS PROPERTY ARE HIGHLY CORROSNE TO EXPOSED METAL ANO CONCRETE. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIE.W AND TAl(E APPROPRIATE MEASURES TO COMPLY WITH THE SOIL CORROSIVITY STUDY BY M.J. SCHIFF & ASSOCIATES DATED FEBURARY 11, 2005. PRIOR TO ORDERING ANY CONSTRUCTON MATERIALS, THE CONTRACTOR SHALL SUBMIT A CORROSION PROTECTION MEASURES MEMORANDUM DETAILING ITS PROPOSED MATERIALS, INSTALI.ATION PROCEDURE ANO PROPOSED CORROSION PROTECTION MEASURES TO TRC FOR REVIEW AND APPROVAL BY ITS CORROSION SPECIALIST. THIS PROCESS, SUBMITTAL, REVIEW, COMPLIANCE AND ALL APPROPRIATE PROTECTION MEASURES SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE MATERIALS IN THE CONTRACT AND NOT SUBJECT TO ADOITIONAL COMPENSATION. ALL CEMENT SHALL BE Ti'PE V CONCRETE SHALL BE DESIGNED TO PROTECT AGAINST ATTACK FROM SOIL CHLORIDE CONTENT OF 1,800 PPM BY WAY OF A WATER TO CEMENT RATIO OF NOT GREATER THAN 0.45, 28-0AY COMPRESSNE STRENGTH OF 4,500 PSI, Ti'PE V CEMENT AND CORROSION INHIBITING ADMIXTURES AS NECESSARY. ALL STEEL REINFORCING ANO ANCHORAGES SHALL HAVE A MINIMUM 3 INCHES OF CONCRETE COVER FROM SOIL CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL A MINIMUM OF 10 DAYS BEFORE ANTICIPATED USE AT THE SITE ~~ ( NOTE: & THE OWNER CHANGES PER COORDINATION REVISION "OUTPATIENT BUILDING": RETAINING WALL HAS MOVED 3 FEET 4 INCHES SOUTH 07 51' 14" AND WEST FROM THE PREVIOUS BASE LINE AT STATION 06+49.08; CONTINUING AT STATION 13+06.79 TO BEARING NORTH 87 53' 24" WEST, oe• 30' 15", 276 FEET 6½ INCHES; THEN CONTINUING 7 AEET 11 ½ INCHES AT A 89" 30' 52" DEFLECTION, CONVERGES WITH EXISTING RETAINING Wfil AT THE NORTH WEST CORNER OF "ONCOLOGY CENTER". i CUL-DE-SAC CENTER LINE HAS MOVED 5 FEET NINE ¼ INCHES NORTH 79' 38' 15" WEST FROM PREVIOUS CENTER LINE POINT Of INTERSECTION WITH "HOAG OR!V!" MAKING A 07' 19' 42" DEFLEC110N FROM PREVIOUS ANGLE. NORTH 07 41' 59• EAST; AND NOW HAS SHOWN AS NORTH 00' 51' 14" WEST. > ) I , , I \~fi\ DELTA REVISION #2 CHANGES TO PLANS FROM CITf PERMIT REVISION /" / ONLY SHEET 7 OF 28. ~ •• _./ ~~~--~~--~ PLANTER 6" CF ASPHALT O" CF O" CF ~Ji PLANTER % FCC APPROACH ;; 6" CF in ! o• CF A....o N~I O" CF P!.,AN "'· TOP OF CURB ELEV. GU1TER VMI.IES ~-----------j 6" CURB ~ 4' CAB SECTION A-A COMMERCIAL DRIVEWAY APPROACH r ' EPOXY NOT TO SCALE 4t-ol1 u.N.o. PRECAST CONC. WHEEL STOP ELEVATION 1"=1'-0" 2", 3":d._ A.C. PAVING OVER, 1h . l '!.I SELECT BASE. SEE \ . ·.. 'IP . ~ T GRADING PLAN FOR \ • - THICKNESS :---"'·=:?=;oF.'I==· • =· -.iii,;;; 1 EPOXY WHEEL STOP NOT TO SCALE A 2 #4 BAR, 24" LONG, FLUSH W/SURFACE C 2 6 CONSTRUCTION NOTES NO. DESCRIPTION ORADINQ AND PAVING CONSTRUCTION NOTES 0'"1 CONSTRUCT 3.fi' AC OVER $' AB PER SOILS REPORT. )--l CONSTRUCT 3.fi' AC OVER 11" AB PER SOILS REPORT. CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. 18D-L i----< CONSTRUCT ~ PCC CURB ANO GUTTER (lYPE A) PER CITf OF NEWPORT BEACH STD. 182-L CONSTRUCT 6' PCC CURB (TYPE B) PER CllY OF NEWPORT BEACH STD. 182-L ,__......., CONSTRUCT CURB ACCESS RAMP DETAILS I, CASE "C," PER CITY OF NEWPORT BEACH STD. 181-L-A. CONSTRUCT CURB ACCESS RAMP DETAILS II, CASE "I," PER CITf OF NEWPORT BEACH STD. 181-L-B. l----l INSTALL WHEEL STOP PER DETAIL "ff' ON SHEET 2. . CONSTRUCT STANDARD CUL-DE-SAC PER CllY OF I NEWPORT BEACH STD. 102-L. @) \CONSTRUCT COMMERCIAL_ DRIVEWAY PER DETAIL • A" ON SHEET 2. @-j PARKING STRIPING. REFER TO PLAN SHEET 7 FOR DETAILS. > ® -.jl CONSTRUCT LOCAL DEPRESSION PER CITf OF NEWPORT BEACH . STD. 304-L. @-j CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. -------------"<,-I ® I JOIN EXIST. WALL AT CONSTRUCTON JOINT. ••• __ -----------+- BACKFILL PER LANDESCAPE PLANS. SEE DETAIL .16 ON SHEET 19. 1' SAWCUT, SMOOTH FEATHER AND JOIN EXISTING A.C. PAVEMENT \ j1 PER DETAIL 16 ON SHEET 19. PAVEMENT JOIN PE_R_D_ET_ill_L_1_7_0_N_SH_EET_1_9_. --------( r---1 CONSTRUCT BROW DITCH PER DETAIL 18 -ON-S-HE_ET_1_9_~-----------',r--i, d' CURB FACE J-:;:::-jc::$~C~U!:!RB~FA~CEb£=:c,;L:::::,..~~r""-v""'-s7'""--::-----'-''r·--~---,--i A-@-CROSS GUTTER PER CITY OF NEWPORT BEACH STD. 185-L 50 r---1 PVC, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. -· -·--------! INSTALL 6' PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. ----+---1 r---1 INSTALL ff PVC, SOR 35, WITH BEDDING PER CITf OF NEWPORT BEACH STANDARDS. INSTALL HJ" PVC, SOR 35, WITH BEDDING PER CITf OF NEWPORT BEACH STANDARDS. INSTALL 12" PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. ------+---1 55 INSTALL 15' PVC, SOR 35, WITH BEDDING PER CITf OF NEWPORT BEACH STANDARDS. ® j INSTALL 18" RCP (D-LOAD PER PLAN) W/ BEDDING PER ClTf OF N. B. STDS. ~RUCT 12" x12" BRASS AREA DRAIN. - @ j CONSTRUCT AAEA DRAIN PER DETAIL --~.S. TYPE 1 PER CITf OF NEWPORT BEACH STANDARD 310-L. ®-i INSTALL 2" PVC, SDR 35 RISER, PER DETAIL "ff ON SHEET 23, AT 12' ON CENTER WITH 4" CLEANOUT AT 48' ON CENTER. ~ INSTALL 4" CLEANOUT PER DETAIL •r ON SHEET 23 62 INSTALL 3.5' CURB INLET PER CITY OF NEWPORT BEACH STD. 305-L ®-CONSTRUCT 12" X 12" GRATE. ® l CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STANDARD 313-1.. ®-j CORE AND GROUT INTO EXISTING CATCH BASIN. @ I CONSTRUCT BRICK AND MORTAR PLUG. @-i REMOVE EXISTING CATCH BASIN. ® I REMOVE EXISTING STORM DRAIN PIPE. ~ : NSTALL 12" X 12" BROOKS BOX FOR WATER QUALITf TEST STATION, ONSTRUCT FLOGUARD SIZE AND TYPE AS DETAILED ON STORM DRAIN PLAN ~CIL "NO DUMPING DRAINS TO OCEAN" ON ALL CATCH BASINS . ),-1 I I . __J ! \ I / . l ) ---(-- i \, i ( : E_ROS __ IO_N_CONTRO ___ L_NO __ TE_S _________ --+\ 1. ®---1 INSTALL SINGLE ROW -2 BAG HIGH GRAVEL BAGS PER DETAIL A ON SHEET 20. 'f---1 ®7 INSTALL CSP RISER PER DETAIL B ON SHEET 20. I @r-- (rn...i I INSTALL STEEL RAffiE PLATES (2 ROWS) PER DETAIL C ON SHEET 20. \ ----, ' ~ ®®ii INSTALL CONCRETE WASHOUT Ml.EA. ? INSTALL TRUCK WASH AREA > -- INSTALL DEWATERING TREATMENT PLANT PER DETAIL D ON SHEET 20. 1 INSTALL OEWATERING COLLECTION 8i PUMPING STATIONS. -(-- WATER CONSTRUCTION NOTES > :INSTALL THRUST BLOCKS PER CITY OF NEWPORT BEACH STD. 510-L ®-i 81 r I INSTALL 2" IRRIGATION WATER PER CITY Of NE.WPORT BEACH STD. 50::1:_ ______ \ 1 INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD, 503-L I ! 82}--- INSTALL 11' BEND. i -I @®=1~83 , INSTALL 45' BEND. H' I 85 INSTALL 90' BEND. @>---1~ST_ALL_2_0'_BE_N_D_. ----------------------+'----! FIRE WATER CONSTRUCTION NOTES \ I fJJ---j INSTALL ~--C-900 PVC PIPE. ~ j' INSTALL WET BARREL FIRE HYDRANT P-ER-C1Tf_O_F_N_EW_PO_R_T_B_EAC_H_STD_._5_00 ___ L. ___ 1 • SANITARY SEWER CONSTRUCTION NOTES 17' Q -----------------------------·-¼----I ~ I INSTALL er SOR-35 PVC SEWER PIPE. @ , INSTALL er SDR-35 PVC 45' BEND. @---j INSTALL SEVIER CLEANOUT PER CllY OF -NEWPORT BEACH STD. DWG. NO. 406-L. DEMOUTION/REMOVAL NOTES ( QJ-j PROTECT IN PLACE. 11}----{ REMOVE AND RELOCATE POWER POLE BY OTHERS. \ 3 REMOVE ANO RELOCATE LIGHT POLE BY OTHERS. -------------------+---< >---<REMOVE ASPHALT, CURB AND GUTTER. ------------------1-----1 [1)-j REMOVE EXISTING STORM DRAIN. II} · I REMOVE AND RELOCATE METER--8'1-0T_H_E-RS-. -------- (IH PROTECT IN PLACE. rn I REMOVE CRIB WALL UP TO ANGLE POINT. !IH REMOVE EXISTING BUILDING. 10 REMOVE AND RELOCATE EXISTNG SEISMIC STATION BY OTHERS. , RELOCATE EXISTING FACILITIES BY 0TH \ I \ ) \ \ I'-... <.o ID -C ~ "' 'St i::5 - z "" ~"' :,.: co ~ ~ lb 0:: 0... \ \ ..,. "" i CL 9; ~ C .. ( I- !:ti ii; ~ is ~ ~ ~ r-.. I-t::l ~ (J'j t?l ~ ~ i.7i C, :s i.7i ll1! :s ll1! ~ <o ~ ~ ,~ 1E § I! c., ;;; ~ C, ;a,! ~ 155 I-..... ;i i'5 f5 i:=: Cl. ~ c ::, ts 0 <c <O s:;, s:;, ~ ~ ~ ~ C C ~ z 12 a.. ~ 0 PERMIT NO. V, ~ i.7i :s ~ ~ ~ 0 "" I 0 > i : I 11----------11 1 SHEET 2 OF 28 / z g z \ ' ' P/.ANT£R 6" CF '--·--·· --~ -----· ----~--- SHEET 14 ·--,___,,_rt-➔\.... J I j KEY MAP SCALE: 1" = 100' ,... I SEE NOTE BELOW FOR DESCRIPTION OF REVISIONS TO PLANS 3' W = 24' MIN. 3' ASPHALT O' CF O" CF A ~1 PLANTER ~1~ PCC APPROACH 6" CF 10% in MAX. O" CF A O" CF "" PLAN l,.J ""s "'I TOP OF CUR8 1 I :--s-;;;; 1 I 1 ELEV. \__ GUTTfR 3/8" LIP\ ) $I VARIES 6" CURB 6" PCC 4" CAB SECTION A-A COMMERCIAL DRIVEWAY APPROACH NOT TO SCALE A 2 1...-------------------------' GEOTECH RECOMMENDATIONS PLEASE REFER TO THE ENTIRE GEOTECHNICAL REPORT DATED FEBUARY 25, 2005 FOR MORE DETAILS ON EARTHWORK EXCAVATION CHARACTERISTICS CAVING ANO RUNNING OF GRANULAR UNITS OF THE TERRACE DEPOSITS IS EXPECTED NEAR THE PERCHED GROUND WATER LEVEL SUBGRADE PREPARATION AFTER THE SITE HAS BEEN PROPERLY CLEARED, STRIPPED AND NECESSARY EXCAVATIONS HAVE BEEN MADE, EXPOSED SURFACE SOILS IN THOSE AREAS TO RECEIVE FILL OR PAVEMENTS SHOULD BE SCARIFIED TO A DEPTH OF 6 INCHES, MOISTURE CONDITIONED, AND COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS FOR fill PRESENTED IN THE "COMPACTION' SECTION. THE FINISHED COMPACTED SUBGRAOE SHOULD BE FIRM ANO NON-YIELDING UNDER THE WEIGHT OF COMPACTION EQUIPMENT. MATERIAL FOR FILL ALL ON-SITE SOILS BELOW THE STRIPPED LAYER HAVING AN ORGANIC CONTENT OF LESS THAN J PERCENT BY WEIGHT ARE SUITABLE FOR USE /JS FILL AT THE SITE. IN GENERAL, FILL MATERIAL SHOULD NOT CONTAIN ROCKS OR LUMPS LARGER THAN 6 INCHES IN GREATEST DIMENSION, WITH NO MORE THAN 15 PERCENT LARGER THAN 2¼ INCHES. COMPACTION ALL FILL PS WELL PS SCARIFIED SURFACE SOILS IN THOSE AREAS TO RECEIVE FILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION PS DETERMINED BY ASTM iEST DESIGNATION D1557, LATEST EDITION. FILL SHOULD BE PLACED IN LIFTS NO GREAiER THAN B INCHES IN UNCOMPACTED 1HICKNESS AT A MOISTURE CONTENT NEAR THE AT LEAST 2 PERCE!,, OVER LABORATORY OPTIMUM. EACH SUCCESSIVE LIFT SHOULD BE FIRM AND NON-YIELDING UNDER THE WEIGHT OF CONSTRUCTION EQUIPMENT. IN PAVEMENT AREAS, THE UPPER 6 INCHES OF SUBGRAOE AND FULL DEPTH OF AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557, LATEST EDITION). AGGREGATE BASE AND ALL IMPORT SOILS SHOULD BE COMPACTED AT A MOISTURE CONTENT NEAR THE LABORATORY OPTIMUM. WET WEATHER CONDITIONS EARTHWORK CONTRACTORS SHOULD BE MADE AWARE Of THE MOISTURE SENS111Vl1Y OF SIL1Y SOILS AND POTENTIAL COMPACTION DIFFICULTIES. IF CONSTRUCTION IS UNDERTAKEN DURING WEi WEATHER CONDITIONS, THE SURFICIAL SOILS MAY BECOME SATURATED, SOFT AND UNWORKABLE. SUBGRADE STABILIZATION iECHNIQUES MIGHT INCLUDE THE USE OF ENGINEERING FABRICS AND/OR CRUSHED ROCK OR CHEMICAL TREATMENT. TRENCH BACKFILL ON-SITE SOILS MAY BE USED AS GENERAL FILL ABOVE PIPE EMBEDMENT MATERIALS PROVIDED THEY MEET THE REQUIREMENTS OF THE "MATERIAL FOR FILL" SECTION OF THIS REPORT. WATER JETTING OF TRENCH BACKFILL SHOULD NOT BE ALLOWED. THE UPPER 6 INCHES OF GENERAL FILL IN ALL PAVEMENT AREAS SUBJECT TO WHEEL LOADS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION. DEWATER/NG AS PREVIOUSLY DISCUSSED, MEASURED PERCHED GROUND WATER ELEVATIONS ARE ABOVE THE PLANN£0 EXCAVATION DEPTHS; THEREFORE, TEMPORARY AND PERMANENT DEWATERING WILL BE NECESSARY DURING ANO AFTER CONSTRUCTION. DEWAiERING FOR CONSTRUCTION SHOUL BE THE RESPONSIBILl1Y OF THE CONTRACTOR. EROSION CONTROL AS WITH ANY DE:vELOPMENT, EXPOSED CUT AND FILL SLOPES REQUIRE PERIODIC MAINTENANCE DUE TO MINOR SLOUGHING AND EROSION AS WELL AS PROTECTION. CONSTRUCTION OBSERVATION ALL GRADING AND EARTHWORK SHOULD BE PERFORMED UNDER THE OBSERVATION OF OUR REPRESENTATIVE TO CHECK THAT THE srrE IS PROPERLY PREPARED, THAT SELECTED FILL MATERIALS ARE SATISFACTORY, ANO THAT PLACEMENT ANO COMPACTION OF FILLS IS PERFORMED IN ACCORDANCE WITH OUR RECOMMENDATIONS AND THE PROJECT SPECIFICATIONS. SUFFICIENT NOTIFICATION TO US PRIOR TO EARTHWORK I ESSENTIAL THE PROJECT PLANS AND SPECIFICATIONS SHOULD INCORPORATE ALL RECOMMENDATIONS CONTAINED IN THIS REPORT. RETAINING STRUCTURE DUE TO THE PROXIM11Y OF THIS OPTION TO THE IJTllllY LINES AND THEIR LOW TOLERANCE TO DEFLECTION, LOADING REQUIREMENTS BASED ON THE AT-REST CONDITION ARE RECOMMENDED. WE ALSO UNDERSTAND THAT THE DEWATER/NG WAS A MAJOR COMPLICATION DURING THE PREVOUS CONSTRUCTIONS. IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO FOLLOW ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS DURING THE CONSTRUCTION. EXISTING UTILITIES UTILITIES SHOULD BE LOCATED BY THE GENERAL CO~'TRACTOR PRIOR TO INSTALLATION OF SOIL NALS. smLEMENT ANO MOVEMENT MONITORING IN CONJUNCTION WITH THE RETAINING STRUCTURE CONSTRUCTION, A MONITORING PROGRAM SHOULD BE SET UP AND CARRIED OUT BY THE CONTRACTOR TO DETERMINE THE EFFECTS Of THE CONSTRUCTION ON ADJACENT BUILDINGS ANO OTHER IMPROVEMENTS SUCH /JS STREETS, SIDEWALKS, UTILITIES ANO PARKING AREAS. THE PERMANENT RETAINING SYSTEM SHOULD BE MONITORED ANO SURVEYED PERIODICALLY TO EVALUATE ITS PERFORMANCE. PS A MINIMUM, WE RECOMMEND HORIZONTAL AND VERTICAL SURVEYING OF REFERENCE POINTS ON THE RETAINING STRUCTURE AND ON ADJACENT STREETS ANO BUILDINGS, IN ADDITION TO AN INITIAL CRACK SURVEY. WE ALSO RECOMMEND THAT ALL SUPPORiED AND/OR SENSITIVE UTILITIES BE LOCATED AND MONITORED BY THE CONTRACTOR. REFERENCE POINTS SHOULD BE SET UP AND READ PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. POINTS SHOULD ALSO BE SET ON THE RETAINING STRUCTURE AS SOON AS INITIAL INSTALLATIONS ARE MADE. IN ADDITION, INCLINOMillRS COULD BE INSTALLED BY THE CONTRACTOR AT CRITICAL LOCATIONS FOR A MORE DETAILED MON[[ORING OF RETAINING STRUCTURE DEFLECTIONS. SURVEYS SHOULD BE MADE AT LEAST ONCE A WEEK, AND MORE FREQUENTLY DURING CRITICAL CONSTRUCTION ACTIVITIES, OR IF SIGNIFICANT DEFLECTIONS ARE NOTED. WE RECOMMEND SURVEYING TO BE CONDUCTED ON A MONTHLY BASIS FOR THE FIRST 6 MONTHS AFTER COMPLETION OF CONSTRUCTION, EVERY OTHER MONTH FOR THE NEXT MONTHS, QUARTERLY FOR THE SECOND YEAR, AND SEMI-ANNUALLY FOR THE NEXT THREE YEARS. WE RECOMMEND THE SURVEYS BE CONDUCTED ON MONUMENTS ESTABLISHED BY A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR. THE DATA SHOULD BE PROVIDED TO THE SYSTEM DESIGNER AND THE GEOTECHNICAL ENGINEER-OF-RECORD FOR REVIEW. IF UNSATISFACTORY RESULTS ARE OBTAINED, ADDITIONAL MONrrORING MAY BE REQUESTED AND MITIGATION MEASURES MAY NEED TO BE INSTALLED. CORROSION PROTECTION REQUIREMENTS TliE NATIVE SOILS PRESENT ON THIS PROPER1Y ARE HIGHLY CORROSIVE TO EXPOSED METAL AND CONCRETE. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW AND TAKE APPROPRIATE MEASURES TO COMPLY WITH THE SOIL CORROSIVl1Y STUDY BY M.J. SCHIFF & ASSOCIATES OAiED FEBURARY 11, 2005. PRIOR TO ORDERING ANY CONSTRUCTION MATERIALS, THE CONTRACTOR SHALL SUBMIT A CORROSION PROiECTION MEASURES MEMORANDUM DETAILING ITS PROPOSED MATERIALS, INSTALLATION PROCEDURE ANO PROPOSED CORROSION PROTECTION MEASURES TO TRC FOR REVIEW AND APPROVAL BY ITS CORROSION SPECIALIST. THIS PROCESS, SUBMITTAL, REVIEW, COMPLIANCE AND ALL APPROPRIATE PROTECTION MEASURES SHALL BE CONSDERED INCIDENTAL TO THE COST OF THE MATERIALS IN THE CONTRACT AND NOT SUBJECT TO ADDITIONAL COMPENSATION. All CEMENT SHALL BE 1YPE V CONCRETE SHALL BE DESIGNED TO PROTECT AGAINST ATTACK FROM SOIL CHLORIDE CONTENT Of 1,800 PPM BY WAY OF A WATER TO CEMENT RATIO OF NOT GREATER THAN 0.45, 28-DAY COMPRESSIVE STRENGTH Of 4,500 PSI, 1YPE V CEMENT AND CORROSION INHIBITING ADMIXTURES AS NECESSARY. ALL STEEL REINFORCING AND ANCHORAGES SHALL HAVE A MINIMUM 3 INCHES OF CONCRETE COVER FROM SOIL. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL A MINIMUM OF 10 DAYS BEFORE ANTICIPATED USE AT THE SITE NOTE: ffi. THE OWNER CHANGES PER COORDINATION REVISION "OUTPATIENT BUILDING": RETAINING WALL H/JS MOVED 3 FEET 4 INCHES SOUTH 07 51' 14' AND WEST FROM THE PREVIOUS BASE LINE AT STATION 06+49.08; CONTINUING AT STATION 13+06.79 TO BEARING NORTH 87 53' 24" WEST, 08' 30' 15', 276 FEET 6¼ INCHES: THEN CONTINUING 7 FEET 11 ¼ INCHES AT A 89' 30' 52" DEFLECTION, CONVERGES WITH EXISTING RETAINING WALL AT THE NORTH WEST CORNER OF "ONCOLOGY CENTER". CUL-DE-SAC CENTER LINE HAS MOVED 5 FEET NINE J' INCHES NORTH 79' 38' 15" WEST FROM PREVIOUS CENTER LINE POINT OF INTERSECTION WITH "HOAG DRIVE" MAKING A 07 19' 42" DEFLECTION FROM PREVIOUS ANGLE. NORTH 07 41' 59" EAST; AND NOW HAS SHOWN AS NORTH 00' 51' 14" WEST. ffi DELTA REVISION #2 CHANGES TO PLANS FROM CllY PERMIT REVISION ONLY SHEET 7 OF 28. NO. ~RECAST CONC. I WHEEL STOP 4' -0" U.N.O. ELEVATION 1 "= 1 '-0" EPOXY WHEEL STOP NOT TO SCALE CONSTRUCTION NOTES DESCRIPTION t 8' t 1 TYP. , -~ ~· "' #4 BAR, 24" LONG, FLUSH W/SURFACE 5'_ @-INSTALL WATER MAIN TAP TO EXISTING 1:t' WATERLINE WITH A MJ OUTLET PER CllY OF NEWPORT BEACH STD. 507-L ') ·. ':J.!9 INSTALL S' DIA. REMOVABLE BOLLARD PER CllY OF NEWPORT BEACH STD. 917-L J ®-INSTALL S' D.I. 11-1 / 4? BENO, SANITARY SEWER CONSTRUCTION NOTES (iii, ,.,_., I 6". ~-35 PVC SEWER PIPE. _<,<!9 IN9TA!.L 6' SOR 35 P¥C 45? BENO NOT USE~. ' ~ ~••~PER Cl11 OF ~PORT BEACH STD. DWG. NO. 406-L. I ·~ CAP AND PLUG SEWER LINE. ) DEMOLITION/REMOVAL NOTES 1 PROTECT IN PLACE. [I] I REMOVE AND RELOCATE POWER POLE BY OTHERS. [I}-j REMOVE ANO RELOCATE LIGHT POLE BY OTHERS. ~ REMOVE ASPHALT, CURB AND GUTTER. [IH REMOVE EXISTING STORM DRAIN. ~ REMOVE AND RELOCATE METER BY OTHERS. [I}1 PROTECT IN PLACE. []}---i REMOVE CRIB WALL UP TO ANGLE POINT. f--(IH REMOVE EXISTING BUILDING. I 101 I REMOVE AND RELOCAiE EXISTING SEISMIC STATION BY OTHERS. ffi1-RELOCATE EXISTING FACILITIES BY OTHERS. t'[j] REMOVE EXIST. PLUG -AND JOIN ~•--~.. 8' SEWER STU! \... [ill-REMOVE AND RELOCATE EXISTING FIRE HYDRANT. ,,, C 2 "\ CONSTRUCTION NOTES NO. DESCRIPTION ORADINQ AND PAVING CONSTRUCTION NOTES 0-CONSTRUCT 3.5' AC OVER ~ AB PER SOILS REPORT. 2 CONSTRUCT 3.5' AC OVER 11" AB PER SOILS REPORT. @-CONSTRUCT PCC SIDEWALi< PER CITY Of NEWPORT BEACH STD. 180-L I 0---i CONSTRUCT S' PCC CURB AND GUTTER (TYPE A) PER CllY OF NEWPORT BEACH STD. 182-L @-CONSTRUCT S' PCC CURB (TYPE B) PER CllY OF NEWPORT BEACH STD. 182-L -6 CONSTRUCT CURB ACCESS RAMP DETAILS I, CASE 'C," PER CllY OF NEWPORT BEACH STD. 181-L-A. 0-CONSTRUCT CURB ACCESS RAMP DETAILS II, C/JSE •1; PER CITY OF NEWPORT BEACH STD. 181-L-B. Cv-=--1 INSTALL WHEEL STOP PER DEiAIL "C' ON SHEET 2. ' @-CONSTRUCT STANDARD CUL-DE-SAC PER CITY OF NEWPORT BEACH STD. 102-L. 10 CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL "K ON SHEET 2. ' ' @-PARKING STRIPING. REFER TO PIAN SHEET 7 FOR DEiAILS. I 12 CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD, 304 L. @-CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. 14 JOIN EXIST. WALL AT CONSTRUCTION JOINT. @-·-·---- BACKFILL PER LANDSCAPE PLANS, SEE DETAIL 16 ON SHEET 19. 16 1' SAWCIJT, SMOOTH FEATHER AND JOIN EXISTING A.C. PAVEMENT PER DETAIL 16 ON SHEEi 19. ®-PAVEMENT JOIN PER OEiAIL 17 ON SHEET 19. ' 18 , CONSTRUCT BROW DITCH PER DEiAIL 18 ON SHEET 19 AND RETAINING WALL SHEETS. ! @--l rt' CURB FACE ' 20 ' S' CURB FACE (21)... CROSS Gli.m!l PER CITY .. OF NEWPORT BEACH SIJl.. 185.~I ~ SECTION A-A.llN SHEET 16. qjv CONSTRUCT 1{ WIDE X S' DEEP CONCRrl'E TOE DRAIN PER DETAIL 22 ON SHEET 19:\ £ ~ CONSTRUCT 4' WIDE X 1 1/'Z DEEP CONCREiE V-GUTTER PER DETAIL 23 ON SHEET 19. @----4 CONSTRUCT LOCAL DEPRESSION PER DETAIL ON SHEET 15. - I> @-' CONSTRUCT RETAINING CURB PER CllY OF NEWPORT BEACH STDS, AS NEEDED, BASED ON > FIELD CONDITIONS. : ' :@ INSTALL S' PERFORATED PIPE SUBDRAIN @-~NSTRUCT 3S' WIDE X 1 1/2" DEEP CONC~ETE V-GUTTER PER DETAIL ON SHEET 19. . .,.,,_____,,.,__,, ... . --••• --~ STORM DRAIN CONSTRUCTION NOTES • _r' @ INSTALL 45? BEND, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. \... I ~@ , INSTALL TEMPORARY CSP RISER. SEE DETAIL "N", SHEEi 24. l. > @-INSTALL 6" PVC DOWNDRAIN AT BACK OF WALL. ""'\ r@ INSTALL 12" PVC DOWNDRAIN AT BACK OF WALL ~ 'L. (47}-, .CONS'[RU,CT H\" X 1Jl" ,BRf)O~S CATCH BASIN WITH METAL GRATE. SEE DETAIL "t:' & 'M", SHEET 241 @ STENCIL 'NO DUMPING DRAINS T~ BAY' JON ALL CATCH BASINS. · @-CONSTRUCT FLOGARD, SIZE AND 1YPE /JS SHOWN ON PLAN. 50 ; • INSTALL 2" PVC~ WITH BEDDING PER CIJY OF NEWPORT BEACH STANDARDS, / AT 12' ON CENTE \V/C/ PER DETAIL H ON SHEET 23. ®-INSTALL S' PVC~ WITH BEDDING PER CllY OF NEWPORT BEACH STANDARDS. 52 INSTALL ~ PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. ®-INSTALL 1 rt' PVC, SDR :15, WITH BEDDING PER CllY OF NEWPORT BEACH STANDARDS. 54 INSTALL 12" PVC, SOR :15, WITH BEDDING PER CllY OF NEWPORT BEACH STANDARDS. ®-INSTALL 15" PVC, SOR 35, ¥nTH BEDDING PER C11Y OF NEWPORT BEACH STANDARDS. (56) ~L 1!!" RCP (0-LOAIJ PER P~ I'll ""'"1"G PER CITY Of NEWPORT BEACH STANDAR!lS. ,,.J ®-~ ,_... •• ~ ... ' eeNSfRijel' lll",111" BRASS AREA BRAIN. NOT USED. (58) CONstRUOT AREA BRA/Pl PER BEFAil NOT USED. , I '(& 'co'i v,;;;;., , ... 1 t'tN vn I vr-,,_,. ... .. , ..,...Al.;N STANDARD 310 L 60 INSTALL 4" CLEANOIJT AT 48' ON CENTER (0/C) PER DETAIL "(f' & 'f ON SHEET 23. @-INSTALL CLEANOIJT. 62 INSTALL 3.5' ~ INLET PER CITY OF NEWPORT BEACH STD. 305-L @-CONSTRUC :12''. * H!' ?4". X.21' BROOKS CATCH BASIN. 64 CONSTRUCT CONCRETE COLLAR PER CllY OF NEWPORT BEACH STANDARD J13-L. I @-CORE AND GROUT INTO EXISTING FACILITY. 66 CONSTRUCT BRICK AND MORTAR PLUG. ®-REMOVE EXISTING CATCH BASIN. ~ REMOVE EXISTING STORM DRAIN PIPE. ~ CONSTRUCT~ BROOKS CATCH BASIN FOR WATER QUAlJlY TEST STATION. SEE DETAIL " 3. L-_______ ,.,.. -·-· I EROSION CONTROL NOTES 70 INSTALL SINGLE ROW -2 BAG HIGH GRAVEL BAGS PER DETAIL A ON SHEET 20. I I @r INSTALL CSP RISER PER DETAIL B ON SHEET 20. I ' Cl) ::::, a. Cl) ~ - 72 INSTALL STEEL RATTLE PLATES (2 ROWS) PER DITAIL C ON SHEET 20. @)-INSTALL CONCRETE WASHOUT AREA. 74 INSTALL TRUCK WASH AREA @-INSTALL OEWATERING TREATMENT PLANT PER DETAIL D ON SHEEi 20. 76 INSTALL DEWATER/NG COLLECTION & PUMPING STATIONS. WATER CONSTRUCTION NOTES 80 INSTALL THRUST BLOCKS PER CllY OF NEWPORT BEACH STD. 510-L ©-INSTALL 2" IRRIGATION WATER SERVICE PER CITY OF NEWPORT BEACH STD. 503-L 82 INSTALL 2". W s ICE PER CllY OF NEWPORT BEACH STD, 503-L @-INSTALL 12" D.I. 11-1/f BEND. 84 INSTALi 12" D.I. 145? BENO. @-INSTALL 12" D.I !.90? BEND. 86 INSTAl.l.! 12" D.I. 22-1/21 BEND. @-NOT USED. @ I NOT USED. i -@-j NOT USED. 9 NOT USED. (91}-NOT USED. ~® CAP AND PLUG WATER LINE. ) -- ARE WATER CONSTRUCTION NOTES @g I INSTALL S' PVC WATERLINE C-900 CL 150. (1o}-INSTALL WET BARREL FIRE HYDRANT PER CllY OF NEWPORT BEACH STO. 500-L. C.J'J z (3 LU I-<( 0 z _J 0:: -' a. <( (!) w -s c.., LU z c.. 0 C.J'J -C) Cl _J z ~ I <( _J " C.J'J ~ -' (!) ~ ~ ~ -0 ~ " w ~ ~ LU -C) en a. 8 en N --'.;, c.. (.) 5 <( 0 -~ w w ~ :c ,i Cu 0:: " ' ' 0 (!) ' ::.::: a. " 0 ' g <( w ' ' ? 0 • C a " :c ., 0 z " ~ 0 ' f@ INSTALl '5' D.I. 45? BEND. \.. ' INSTALL ff' D.I. 90? BEND. -• ' 10 ' ' 111-<c.,~ ~ES"' @---j INSTALL 6" 0.1. 22-1/2? BENC/... o& 1-o @-INSTALL CONCRETE THRUST BLOCK PER CllY OF NEWPORT BEACH STD. 510-L-A. \ 0 , " ,, ~ ,, ,,, " -~ w "' ' 10 CAP AND PLUG WATER LINE. -' NO. 527~7 ►I @}-INSTALL '5' RESILIENT WEDGE GATE VALVE PER CllY OF NEWPORT BEACH STD. 508-L, EXP. 12-31-0 I * * \([a§ . INSTALL 12" x1 'Z x6" TEE, FLxFLxFL • S'r. C!V\\-~~• ;fr!" OF C,'.\. tfl,, 0 ~ PERMIT NO . ~ ~ z 0 t f SHEET 2 8 6 oc 28 > OF ~ z • < ~ 9-ci. REFERENCES BASE TOPOGRAPHY MAP. DAVID A. BOYLE ENGINEERING, JUNE 7, 2002 REVISED BY BV ENGINEERING, MARCH 3, 2005 CENTRAL PLANT (COGEN BLDG,) FROM DAVID A BOYLE ENGINEERING PLAN DATED OCTOBER 30, 2003, ADDED BY TRC SOULTIONS, MARCH 10, 2005 PROPERTY LINE • BV ENGINEERING, MARCH 3, 2005 50 " ~ ; ' ~ I GRAPHIC SCALE " 100 200 , I I I ( lN FEET ) 1 inch = 50 ft. \ \ \ \ \ \ \ \ -~ ~ 0 ;,', I ~ :z .e; -ll: ~ z: tl.l ~ ~ ~ PERMIT NO, SHEET 3 OF 28 1l "' ill )> ,, m § ~~~~ (:: o,::filG> ffi OrO;o 0 0, )> OJ cj;.2-<~ < ttl ► tX) --< rn m 2 <= z :;:o-im""" Q ~ 0 i:5 'ii z -0 - • m l'.:IQZO m omm ► ~ gz,,ms Z • o,-0 P Ej525~ S: 00"'\i;o, ► m..:.-o ;o O 'Tl -< Q ~~f{hi w -1 a;: :c m ;_, ;oOJ,>Z o ti►MQ fil <n 5 8 ffi 0 o en m F ;ti-::o =! ID Z 0 0 Gl z-< L SJ) hi C ii; m ffi ;oz -, (1 ~ -:z: 2 ~ -mo om " , ;o " -gz "' C) ~ -o ~ a·~ g. z /I ,,, "' "' '" C "'l ~ -,. "'• ·-----· ,,,, rri LEO _r.:.,', ?< z •h;,-"O O '<:, 0 ~ .., -N{n I·..,< lh.) ~ '<' (A --.,1 ~· ...... co " rn 8 ii 8 ·, '3 I --..J '.) 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' ' -!. .. h \ I I I I l .. 11, r P=t,---r,, \ ' • l • ' • I I I • r • \ I I I PROPERTY BOUNDARY EXHIBIT PRECISE GRADING PLANS HOAG HOSPITAL-LOWER CAMPUS PREPARED BY: TIIC CUSTOMER-FOCUSED SOLUTIONS _____ , 21 TECHNOLOGY !RV/NE, CA 92618 (949)727-9336 * FAX (949)727-7,)99 OWNER/DEVELOPER: JOB 00: 251482-01 HOAG HOSPITAL ONE HOAG DRIVf llfJlf'ORT BEACH, CA 92658 DATE APPROVED: f-s=o:c1Lc:S:-=E:-NG=1:-NE=E:::R:-: ---------1 TRC LOWNEY DA 1E PR!NlED: 7 6 5 4 11/6/06 04/28/06 04/28/06 LEONARD SEQUEIRA R,C,E, 52787 EXPIRE DA TE: 12-31-06 251 fAST IIIPERIAL HIGHl'IA Y FUU£R/ON, CA 92835 (714) 441-3090 NO. _l _DA1E G:\ORAWlNGS\PROJECTS\HOAG HOSPlTAL\iRC--OGtto 3 Revlslorw\f-kmglC-DJ--03-BD.dwg 11/6/2006 10:23;31 AM PST )' < CHILD CARE CENTER BUILDING & PARKING LOT COORDINARON REVISIONS CITY PERMIT REVIEW APRIL 2006, REVISIONS ONLY SHEET 7 OF 28 OUTPARENT BUILDING COORDINATION REVISION (SEE NOTE ON SHEET 2 REV{S!QNS REFERENCES BASE TOPOGRAPHY MAP -DAVID A. 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' . \ \( < r cf --.·----_, .•• / 'if' <•,, •• ) •• '.· :·, I -• ·,] , . • ·/ .. ·.·_·, . .··t· '11 , •• , . i .... , , , ,•,·:,,; , , ,,. , .• . ··;· , ·-:.:, {•,· . ~-?i:' ,, I , . -m~ • / l >f --,i ,._ .' ., , liff l -· •f· 0c / -__ .. _.,. ~o --_ .. ., •.. ,--f 1·· /;':.·· •. ·% I. ·1•-. -rn I ·-• . I •• . ' • I --. ' '7.-· . , , ' ,·•·!' • ,, j I -EXISTING SURFACE IMPROVEMENTS & TOPOGRAPHY EXHIBIT PRECISE GRADING PLANS HOAG HOSPITAL -LOWER CAMPUS PREPARED BY: TIIC . -,, --• .\ •' '\. -";,;_· '<(: • ' -'' ... _ . ·' "/ CUSTOMER-FOCUSED SOLU710NS 21 TECHNOLOGY /RV/NE, CA 92616 (949)727-9336 • FAX (949)727-7399 : .::.,__-__ .. ___________________ _ LEONPRtJ SEQUEIRA R.C.E. 52787 EXPIRE: DAT£: 12-.31-06 - 0 m 0 z Xm() mzo -I -l ro -m z ;o G) £ -< l-l .. • .· • · · I' ; • ·-. , .. I , ) I•,. I I , I '" 1-• I I l : ·_, ··•·1· I· ... ··. . 1 '·. '\'• ' ' , ' C • ( • t '·To·1 • 1 ·, ··\·, • • \', I ; , • ~.c.1 ljJ ! i 11 Y · ,, ~ \ ·_ '1 I , ·, ' , . • e < , . ( ' .. I -OWNER/DEVELOPER: JOB NO: HOAG HOSPITAL I ONE HOAG DR/vf I 251482•01 NEWPORT BEACH, CA 92658 DATE APPRO\'EO: SOILS ENGINEER: TRC LOWNEY 251 EAST IMPERIAL HIGHWAY FULLERTON, CA 92835 (714) 441-3090 DA n: PRINTED: 7 6 5 4 NO, ] 11/6/06 04/28/06 04/28/06 DATf_ G; \DRAWINGS\PROJ£CTS\HOAG HOsPffAL \TRC-De!ta 3 Revhilor.~\lioogLC·-·03-04-TO.dwg 11/3/2006 S: 13: -3:) AM PST -~--~~- -j " ,. __,../' .-,,.. CHILD CARE CENTER BU/WING & PARKING LOT COORDINA T/ON REVISIONS CITY PERMIT REVIEW APRIL 2006, REVISIONS ONLY SHEET 7 OF 28 OUTPATIENT BUILDING COORDJNA T/ON REVISION (SEE NOTE ON SHEET 2 OF 28, REVISIONS REFERENCES BASE TOPOGRAPHY MAP -DAVID A. BOYLE ENGINEERING, JUNE 7, 2002 REVISED BY BV ENGINEERING, MARCH 3, 2005 CENTRAL PLANT (COGEN BLDG.) FROM DAVID A. BOYLE ENGINEERING PLAN DATED OCTOBER 30, 2003, ADDED BY TRC SOULTIONS. MARCH 10, 2005 PROPERTY LINE -BV ENGINEERING, MARCH 3, 2005 SITE PLAN -BV ENGINEERING, MARCH 3, 2005 EXISTING UTILITIES-DAVID A. BOYLE ENGINEERING, COMPOSITE UTILITY PLAN, FEBRUARY 11, 1998 AND LOWER CAMPUS -CENTRAL PLANT (COGEN BLDG.), OCTOBER 30, 2003 25 I GRAPHIC SCALE " !00 I ►' ( IN FEET ) 1 inch = 50 It. ONCOLOGY CENTER (EXISTING) '" I I \ -~ .. C i "' I "' 0-~ 8: :z ~ ~ ~ ij "' ill ,._ ...J ·~ ,,\ §< ~ol ~;;., )i(§ '~.:; ~. ' ... , ·~a e5 !;,i=, • • :§~ "-~-f5... "'!IJ "f' ·~~"',:: ~~ ~1 p::' c,-, ,.., "-' < .( ......., CJ ti: ~2 ~ w -~ ~ IJJ (.!) ~ z IJJ a:: Lu 1/) i ..J fil 0 "' "' "' ~ I ;;,:o ;;; "' .; " ::, • ~· 0) I J, :::, I t: -c5 ~~ ~ i'o;' ,,,,.., .. @ <!~. "" Q ti) ~;;< w :::, -"' "' 8 6 ~ ~ 4, 01.0 w ffi 5-~ ~ ~t " ~ ~~ ~ (;I) i-:0)' ~ :::, -.. u ('.!~ w tl " ci ;,Ii ;;.: I! yj CD § fB 0:: ~ < ..,: 0.. is Lu 0:: ':'.l 0.. PERMIT NO. SHEET 5 OF 28 / CES ING JUNE 7, 2002 REFEREN P DAVID A. BOYLE ~~G~~R ' E ENGINEERING PLAN BASE T~~~~::~vM:~6~~:~~;G1AF~~~;~~~ :ig~, MARCH 10, 2005 ~ENTRAL PLANT (;O 2003, ADDED BY DA TED OCTOBER ' ARCH 3, 2005 ENGINEERING, M 1998 PROPERTY LINE. BV G MARCH 3, 2005 E UTILITY PLAN, FEBRUARY 11, ENGINEERIN ' COMPOSIT 2003 SITE PLAN' BV OYLE ENGINEERINB~DG.), OCTOBER 30, EXISTING UTIL~!;~;~ttN~i!L PLANT (COGEN ANDLOWERC ' • ' • <- NFE:Rf:tvc[: Ci:.:NrER (l:.:X/8 fiNG) 0 I ~ I GRAPHIC SCALE 1~0 ~ ( lN FEEIT ) 50 ft,, 1 inch 200 I ONCOLOGY CENTER (EXISTING) • ' \ - PERMIT NO, SHEET _5_~ OF 28 .l IA ( \ / ' I \ / ( \ UN£ L1 L2 L3 L4 L5 L6 l7 LB L9 L10 L11 L12 L1J L14 L15 L16 Lil L18 Lt9 L2t) L21 L22 L2J L24 L25 L26 L27 L28 L29 l.JI) LJ1 LJ2 LJJ LJ4 LJ5 LJ6 LJ7 LJ8 LJ9 L40 L41 LJNE TAB!.£ 8EAflWG LENGTH 579' 23"E 17.45 Sl0'22'1s•w 9.94 NI0"21'26"E 92.89 25,4lf'E 5.J5 N55'25'415'E 6.9B 1172'1 ·01· 19.40 NB '02'12'W 0.72 7' J1.40 '12'W 0.00 0.00 JO.SO 4.03 28.24 22.75 1.69 13.00 8.99 19.44 2.62 14.50 9.00 14.11 11.50 27.00 4.64 0.19 0,00 13.84 24.93 44.55 22.21 6.JB J4.7J 20,78 18.74 N81 25' N81"02'12' 1'02'12' N08'57'4lf'E N11'41'52'E N78"28'21' N78"28'27"W Nlff. J'JJ" N78"2J'1S'W N80'40'04'W N78'25'00'W N7/f25'0l1'W NBIJ' 0'04"W ERENCES GINEERING, JUN . REF Af'. DAVID A. BOYL~!~, 2005 LE ENGINEERING PLAN E7 2002 j BASE TOPOGRAPYH~VMENGINEERINGG r~~OM DAVID ~:ig~S, MARCH 10, 2005 . REVISEDB LANT(COGENBLD DEDBYTRCSOU J CENTRAL p R 30 2003, AD DATED OCTOBE ' MARCH 3, 2005 BV ENGINEERING, ..__/ PROPERTY LINE. MARCH 3, 2005 ~ BV ENGINEERING, __/ SITE PLAN. ~'- / . UNE L42 L43 L44 L45 L46 L47 L48 L-#i L50 L51 L52 l.53 L54 L55 1..56 L57 L58 L59 L60 L61 L62 L6J L84 L65 L66 L67 LBB L69 L70 L71 L72 L7J L74 L75 L76 L77 L78 L79 UlO L81 L62 L83 L84 LINE: TABLE BfARING LENGTH W 41.00 26.62 82.94 9.00 14.50 18.19 8.00 17.49 6.18 17.32 36.83 44,15 15.94 10.60 3.24 39.30 12.32 16.08 7.31 88.77 7.25 28.96 144.00 15.00 21.91 305.52 49.80 J.09 10.JB 9.75 J0.84 175.40 4.61 12.50 18.00 14.34 14.67 153,00 15.13 19.90 4,41 4.99 S10'21'26"W NS5"29' 7"E S25'29'27'W N81'02'1 W 7'4d'E'. N08'57'#'E: 1•02• t'W "- N08'57' E: NOB'S E: S68'34' 45"Ec_...J N62"23'08"E N25"29 27 E N34'30'33"W S34'30'33"E S68'40'22"E N08'57'4lf'.., J NO/f57"" NBJ·Q..• :r••wv -1 N08'5fL_E: 07':J4'14"W NBZ25't.._ N07' J4' L.c N7/f27' W 7'32"w N28'0 S19'45'40"W CURVE , Ct C2 CJ C4 C5 C6 C7 C8 ' C9 C10 C11 C12 C1J C14 C15 C16 C17 CIB C19 C20 C21 C22 C2J C24 C25 C26 C27 C4 C29 CJO CJI CJ2 CJJ ' CJ4 ' CJ5 C36 037 038 C39 C40 041 042 C43 044 C45 C46 C47 C48 C49 C50 C51 C52 C5,J C54 C55 C56 C57 C56 C59 C60 C61 C62 LENGTH 15.72 159.15 13.62 17.67 6.87 J.14 2.51 4.71 9.JO 5.07 12.JJ 9.JO J.14 1.56 23.07 4,71 10.12 6.57 12.62 12.62 12.54 12.82 12.55 12.62 10.77 12.52 12.82 5.14 5.73 18.46 7.85 4.71 5.73 18.46 4.71 4.71 4.97 110.21 3.44 2.82 14.91 4.12 4.71 7.85 50.01 5.89 21.89 16.64 41.89 2J.85 7.85 4.28 4.02 27.40 J.81 15.67 18.13 15.15 10.01 RADIUS 10.00 DELTA TANGEN/' 0"02"52."' 10.01 • 48" 10.48 '6.88 11=· 12.19 ~9'33'17" 115.50 10.00 "' =, 4.10 1'11 5.00 7/f# iii .22,.00!!f!.-1 2.00 90'00 1,60 9 00' 1.60 woo'.:i. J.00 J.00 6.70 5.00 06';}. 6.66 1.98 7U3@ 7.06 1g,,gg 106"~~ ::: 2.00 ort 0.99 1.00 ., =I 14.51 15.00 8/fO~ 3.00 90'00' al J.00 ~ 16.54 J.76 54'24 ·;. 1 .J.JI 25/J!J 1._1)4._ 6.71 • 11'23" 15.00 48'11'2J° 6.71 15.00 6 '59" 6.66 15.00 48' 'j '52' 6. 71 15.00 ~ •22!' 6.67 15.00 4ii '23" 6.71 15.00 41'08'3 5.6.J 15.00 '2d' 6.65 15.00 1' 6.71 15.00 117'52'4 4.15 2.50 4.24 09 8'1 J.00 1 -44• 10.61 15.00 7~'.... INFINITE: 2.50 90'00'00" 3.00 J.00 '1 4.24 3.00 w2s -10.61 J1'44" 15,00 9(f(J(}'()()" J.00 J.00 90'00'00" 3.00 3,00 81'20'54" 3.01 3.50 13.94 18,93 243.31 303.88 185.04 1.63 5.00 25.00 J.00 J.00 8"55'02" 7 • 23"24!5& 3'03'38" 34'07'30' 121'07'07" 32i5•4a• 34'0$'48" 78'44'2d' •()()" 2.50 1 J/fJ4. 4J.OO _ 66' ,50• 3.02 11'~ 27.25 46'017:1:- 20.00 47' •()()" 40.00 w06'J4" 15.00 ..:• • '00" 50 180'00 2. 163'27'511" 1.50 76'41'15" 3•00 15'1J" 39.00 - J.00 72'4L, 98"12'51'" 3614'10' 9.14 25.50 50.94 3.20 5. - 17'02'40. 179'28'34• 44,0·38· 50.42 8.12 2,88 7.88 2.46 J.00 INFINITE: 28.27 4.45 11.58 8.84 23.09 15.29 tNFINllE 10.32 2.37 14.29 2.21 10.56 8.34 7.83 !NFINllE 2.18 " } \ ) X 106.2 25 ! GRAPHIC SCALE i T ( IN FEET ) 50 ft. 1 inch = IA ,,n ONCOLOGY CENTER ~ 200 I ~ 0.. .....I 0 ~ 0 c..:) .....I ~ 2 -a: 0 :I: I -Cl w gs 0.. 0 a: 0.. (f) :) a.. (f) ~ z <C :5 (.) a. ffi (!) ~ ~o C) _J ~_:. (!) <C w !::: (/) a.. -(/) (.) 0 W::r:: ~ (!) a. <C 0 J: PERMIT NO. m ! 6 ! 8 1 1---:== ,BR Ii SHEET i,; 28 • OF REFERENCES L4 1.5 Lt2 LtJ L14 L15 L16 L17 L18 L19 L20 L21 L22 L2J L24 L25 L26 L27 L28 L29 uo 1.31 1.32 I.JJ LJ4 L35 L36 L37 L.38 L39 L40 L41 0,00 19.40 0.72 Jl.40 0.00 0.00 J0.50 4.0J 28.24 22.75 1.69 13.00 8.99 19.44 2.62 14.50 9.00 14.11 11.50 27.00 4.64 0.19 0.00 IJ.84 24.9J 44.55 22.21 6.J6 J4.7J 20.76 18.74 .. ",,,. N81"02'1:t'W N7Ef'2s·2rw 2J'1S"W 40'04"W 25'(J(fW N78'25'(J(fW 80'40'04'W BASE TOPOGRAPHY MAP· DAVID A. BOYLE ENGINEERING, JUNE 7, 2002 REVISED BY BV ENGINEERING, MARCH 3, 2005 LINE: L42 -L45 L46 L47 L46 L49 L50 L51 L52 L53 -~ -~ L60 L.81 L62 L6J L64 L65 L68 L67 L68 L69 L70 L71 L72 L7J L74 L75 L76 L77 L78 L79 L80 L81 -~ CENTRAL PLANT (COGEN BLDG,) FROM DAVID A. BOYLE ENGINEERING P DATED OCTOBER 30, 2003, ADDED BY TRC SOULTIONS, MARCH 10, 2005 LAN PROPERTY LINE· BV ENGINEERING, MARCH 3, 2005 SITE PLAN -BV ENGINEERING, MARCH 3, 2005 LINE: TABLE: LtN/ml Bf:AR/NG 41.00 t04-""W CU/11/li: ~ . 82.94 S25'29'27"W . ~ 9.00 N81"02'12"W C4 14.50 N08'57'41f'E: C5 18.19 N08'57'41f'E: C6 8.00 N81"02'12"W Cl 17.49 N08'57'4/f'E: C8 6.18 NOlf57'Bf"&:' C9 17.32 568'34' 45"E CIO 36.83 N62'23'0B"E Cit . ~ C12 ~ ~-CIJ C14 ~ ~-C15 C16 " i! C17 16.08 N08'57'41f'E: C18 7.Jl "0 '7'42'07"<' C19 88.77 N0717'5J"W C20 7.25 ""'"f12'fz'W C21 28.96 "'""57' 4/f' E: C22 144.00 "0 '"""'1t'W C2J 15.00 N08'57'41f'E: C24 21.91 N08'.~7'41f'E: C25 305.52 NB2'08'4rw C26 49.80 ·ww C27 J.09 -•u::.c V 10.JB §1Jil5S'W C29 9.75 •~rw ClO J0.84 '14"E: CJI 175.40 ''"'W CJ2 4.61 u,u:11•57, • CJJ 12.50 N08'57'4/f'F: C34 18.00 N"1"'2'1t'W CJS 14.34 ll!/Dl' 4/f' E: 14.67 "07J4'14"W 15J.OO ~4/f'E: 15.13 ""7....,'14"W C39 19.90 ~~ c,o 041 " . ~ 00 C43 C45 C46 , C47 ./ C46 C49 C50 C51 C52 C53 7 C54 C55 C56 C57 C58 i --- \ C63 CUM TABLE: LENGTH RADIUS DE:LTA TANGEJ,lT 12 10.00 90"02"52"' 10.01 . ~ • 17.67 10.00 ~~1•15..'.1Qj_ 12.19 6.87 5.00 7Ef'44'20" 4.10 J.14 2.00 91l'QQ1!{/_ 2.00 2.51 1.60 9rMr>•oO" 1.60 4.71 J.00 .JiQ:gg:oO" J.00 9.30 5.00 08'""'02" 6.70 5.07 1.98 48'.M,'5~ 6.66 12.JJ 10.00 '4' 7.08 9.30 5.00 08'}2:0 6.70 J.14 2.00 9 2.00 1.56 1.00 89'12'0' 0.99 23.07 15.00 68'06'" 14.51 4.71 J.00 9(T00'o0" J.00 10.12 J.76 154'24'JO"I 16.54 6.57 25.00 15'04'01' J.J1 12.62 15.00 48'11,,...,... 6.71 12.62 15.00 4A'11'2J" 6.71 12.54 15.00 4 • 6.66 12.62 15.00 48'11Ji1:_ 6.71 12.55 15.00 47'57'."-6.67 12.62 15.00 48'11'23" 6.71 10.77 15.00 41"08'~ 5.63 12.52 15.00 47'49'2{[_ 6.65 12.62 15.00 48'11'23" 6.71 "' . 09"2~ . 5.7J J.00 4.24 18.46 15.00 71"'""• I 10.61 7.85 2.50 6(!=1• INFINffE: 4.71 J.00 90'00 J.00 5.7J J.00 09'28'1-4.24 18.48 15.00 71131'44. 10.61 4,71 J.00 9lTOO'OO' J.00 . . ~ go -· . ~ 119.44 243.31 23"24'56" 50.42 16.23 303.88 3'03'38" 8.12 110.21 185.04 M'07"30" 58.79 3.44 1.63 121'07'07" 2.88 2.82 5.00 32ill'48" 1.45 • . 4.12 3.00 78'44'?0" 2.46 4.71 .3.00 90-•··w J.00 7.85 2.50 • /NFINJTE: 50.01 4J.OO 6.e>'Jll'!JIT~# 28.27 5.89 J.02 '11• 4.45 21.89 27.25 ·sr 11.56 16.64 20.00 4r,n•34• 8.64 41.89 40.00 '00" 2J.09 2J.85 15.00 91'06'J4" 15.29 7.85 2.50 180"00'00" INF!lllll 4.28 1.50 163"27'58" 10.32 4.02 J.00 78'41'15" 2Z7 27.40 39.00 4(115'13" 1<,29 J.81 J.00 1"'41•m>' 2.21 . . !! • ~ ~-• . , .. . ., 4.11 5.33 44i0'38' 2.16 -·- LINE: TABLE: CURVE: TABLE: LINE: l£NG111 E!E:ARING CURVE: I.ENG111 RADIUS Ofl.TA LI 193.12 1110'21 '•B"E: C1 4.71 J.00 gn"i'Vl'M• L2 12.70 1'!ffl..'53'24'7' C2 4.71 J.00 90J2Q'OO" LJ 2J.97 N683.ft451t111 I CJ 4.71 J.00 90T/O'OJ' L4 15.00 N84•JO"""•H C4 4.28 J.20 76'32'52' L5 15.00 N64"JO'JJ"W C5 J.27 J.00 62'23'57" L6 1.32 N25'29'27"E: C6 6.16 J.50 1 • , • L7 J6.00 N25'29'27"E: Cl 4.9J J.00 94'04'1?· LB 46.21 N10~3D"F' CB 4.71 J.00 90""'!/Q" L9 15.50 N2f'?5't•·< C9 4.71 J.00 90Vil'l'M• LIO 18.00 NR.A-.J4.~AJ;"r,t C10 6.27 J.50 111 -• • L11 16.93 NRB'JJ'04'W C11 6.07 J.00 115S5'A.R" L12 18.33 N2179'50"E: C12 4.71 J.00 90"001/Q" L13 21.Jl Nli§.'29'•7"E: C1J 4.59 J.00 87'36'0J' L14 22.87 N85'29'27"F C14 1.57 1.00 90T/O'OO' LIS 15.00 ND:ro6'J3'W C15 1.57 1.00 ' • Ll6 9.20 N87'53'24"E: C16 4.46 2.50 fQ'l•A Y'(J6" L17 55.00 N87'53'22"E: C/7 J.J7 2.50 me'54111 LIB 31.78 N10'J8'JO"E: C18 2J.85 16.93 80'42'24" L19 31.55 N02TJ6'J6"W C19 11.57 10.00 6616'45' l.20 7.48 NB7'53'24"E: L21 0.46 118ni<"24"E: L22 J4.00 11021)6'3/J"W L2J 9J.5J N25'29'27"E: L24 27.37 N02"06'36"W L25 J.5 N87'5J'24"E: L26 15.50 N02'06'36"W L27 11.80 NBnJJ'24'E: L28 18.0J N68'J4'45"W L29 1.16 N?1,9'50'E: . ",i ., y I I TANGE:NT J.00 J.00 J.00 2.52 1.82 4.2J J.22 J.00 3.00 4.JB 4.79 J.00 2.88 1.00 1.00 J.1J 2.00 14.39 6.53 -• .. ·'.--\ ', -.. ; --~_. '••~£:~ --;:-,-•. --" •·:_,}/' -:';':',-- .. , -;c:i_:,\:.:-, ___ _ . .__, ----~ ' ' --,{ ,·,,;-·- "'• -.-.' ~~---:., GRAPHIC SCALE so 100 200 I l ____ _____,...JI ( IN FEET ) 1 inch = 50 ft. ONCOLOGY CENTER (EXISTING) i ;,(. '° Si 52787 > XP. 12-31- z :5 a.. ....J 0 a: 1-2 0 c..:> ....J ~ 0 N -a: 0 :::c I CJ') 1-z w :E ~ a: a.. :E -Cl w U) 0 a.. 0 a: 0.. en ::, c.. U):;E z <( <( (_) ....J ~ c.. w CDs ~o Cl ....J ~~ CD~ W-U) c.. -CJ) (_) 0 ~ :r: c.. CD <( 0 :r: PERMIT NO. SHEET 6 OF 28 ~~fit~~~f ~!::a:::~:' i -< : ~ ,,, ' --,--~--,, ",,. ,.,. ! -•• ·;-·-Y NOTE: PARKING IS TO BE IN MARKED STALLS ONLY SEE PLAN FOR TYPE It , LOCATION OF ACCESS RAMP \ rEB ... CONCRETE SIDEWALK «:.~-. CURB STOP 1 j I' l I ! ,_r ___ 1 CROSS HATCH STRIPING ( 4" WIDE: BLUE: S1RIPES @ 48" O.C, 45' ANGLE, ' [ETTERS .L T BE AT L£Asr1'. • MIN, I TWO COATS)--~ ~ I 9' '5'TYPI 9' I ~.--,--"---•~Ir~~--+-·--~--~ NOTE: (8'-0" MIN. FOR VAN) 1, ElJMINATE CURB SWP !//HEJi£ STA/.l LENGTH IS 19,5'. TYPICAL HANDICAP STALL A NOT TO SCALE 7 PER STATE OF CALIFORNIA TITLE 24 ' 12" • T 1 J_R_9_9 __ Q ~18----G / R99A VAN ACCESSIBLE SIGN (WHERE SHOWN) PER CAL TRANS STANDARD PLANS 12" I t-i .t ~ '><>j r •• l • 1-~ 0 12' x 18" DISABLED ACCESS PE:R CAL 1RANS STANDARD PLANS. 0 1 3/4' DIA. GALV. TUBULAR STEEl. P/Pf PRIME AND PAINT. CAP 1UBE END r0 0 CONCRETE FOOTlNGS 0 FINISH GRADE Of SIDEWALK ,. ANY PORTION Of POST E:XPOSED TO fARlli SHALL BE COA TEO 1111H KOPP£RS NO. 50 BITUMASnc PER MANUFACTURER'$ RECOMMENDA TIO/I. DISABLED ACCESS STALL SIGN B NOT 10 SCALE 7 CENTER SYMBOi.. IN EACH DISABLtD ACCESS STALL INSTALL SYMBOL FLUSH W/!"A 111/G @ HANO/CAP PARKING STALL DISABLED ACCESS SYMBOL C NOT TO $CAL£ F1JR OETA/LS Sf£ CAI.TRANS HANDICAPPED PARKING SYMBOL A24C 7 PAINT R£D PAINT RED BUILDING '-.. -"---1:::;;:;1 t:::::::::r : ·: ·- PA/NTRED F I ~--7 I !' ......... 6" MINIMUM 8" MINIMUM ROI.LED CURB STANDARD CURB NO CURB ALL CURBING OUTLINING W/CLE ACCESS AREAS SHALL BE PAINTED RED. SEE: REFEJIENCE BELOW. Kl-I/TE LE:TTERING SHALL BE A MINIMUM Of 3" HIGH, READING: "FIRE LANE -NO PARKING" ANO SHALL BE PLACED E:vfRY JO' OR PORTION 11/EREOF, ON TOP OF DESIGNATED CURBING. IT SHALL BE THE RESPONSIBILITY Of 111£ PROPERTY OWliEll(S) TO PROv1Df, MAINTAIN, ANO PLACE "NO PARKING" SIGNS, MARKINGS, S1R/PING, WHITE LETIFRING ON RE:D PAINTED CURBING 0/ILY IN LOCATIONS Wl/£R£ 11/E FIRE DEPARTMEJIT HAS DESIGNATED FIRE ACCESS LANES. CURB MARKING OPTIONS 'D ...., NOT TO SCALE ,7 --A. HEIGHT OF Tl/£ SIGN: l'IRE LANE SIGN I 7' IN SIDEWALK OR ffiJESTRIAN (12• x1a; --AREAS, 5' IN ALL O lliE/1 AREAS. - T -8. DISTANCE FROM FRONT OF CURB: 18" 1+171; STANDARD CURB, 24" WIT/I ROLLED CURB, TO CENTER OF POST. WALJ. C. DEPT/I Of SIGN BASE: A 24" MINIMUM EMBEDMENT. GIITJEriflOW ~ NOTE: SIGNS MAY BE MOUNTEO TO UN;;'-.. EXISTING POSTS OR ON A BUILDING -11/AT IS NO MOR£ lliAN 24• FROM I I C CURB OR £DGf OF ROAD SURFACE. POST INSTALLATION 'E...., NOT TO SCALE '-7 ! '~}.-":,/ ., LEGEND: 11m:m111uH ADA PATH OF TRAVEL~ RED CURB (DETAIL D) PAVEMENT MARKINGS CURB ACCESS RAM~ /\ FIRELANE ill ~. f---------------... \ NOTICE NO PARKING IN RED ZONES VIOLA TING VEHICLES WILL BE CITED OR TOWED M.C. 12.411190 F eve 22soo.1 1. THE SIGN MUST BE APPROVED BY TH£ \. FIR£ DEPARTMENT AND/OR CITY 1RAFFIC ENG/N££R AND MUST BE: A MINIMUM OF 18" X 24". 2. /.£TTERINC SHALL BE: RED ON MH/TE BACKGROUND, NO SMALLER lliAN 2" fN HEIGHT. 3. THE WORDS 'FIRE LANE" SHALL BE Kl-I/TE ON RED BACKGROUND, NO SMALLEII Tl/AN 4" IN HEIGHT. 4. Tl/£ SIGN SHALL BE SECURELY MOUNTED FACING THE DIREC110N OF 1RA vfL AND CJ.EARLY v1SIBL£ TO \IEHICULAR 1RAFFIC £NTERING PARKING ARE:A. 5, SIGNS SHALL BE OF DURABLE N.B.P.D 644-3681 CE MA TfRIAL AND CONSll?UCIION. PHO/IE 8. ARROWS MAY BE R£QUIRED TO DfSIGIIA TE 11i£ FIRE LANE. ; Lt SIGN TO P~~) F !< ) 1TH Fl NES 7 ~ ) ...._~---~ Rll1-7 (CA) R1-2 TO. ONCOMU>IG TRAFFIC R1·2• R5-1 R26F PARKING SPACE SUMMARY PARKING TYPES HOAG HOSPITAL TOTAL NUMBEJI Of 267 PARKING SPACES TOTAL NUMBER OF 7 ACCESSIBLE PARKING TOTAL 1/UMBEJI OF J VAN ACCESSIBLE: PARKING V "• ~ PEDESfR"NS .. ~~oiuii WA¥ -·-·•~· ~ R5-1a SECTION 11298 REQUIREMENT 201-JOO RANG£ MINIMUM 7 MINIMUM 1 <J, ~ L'-. .-~ .x SIGNING AND STRIPING GENERAL NOTES: 1. SIGNING AND STRIPING SHALL CONFORM TO 200J M/JfCD AND 200J MU7CD CALIFORNIA SUPPl.£MENT, FOR THESE PLANS AND SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A-20 (A-D) FOR STRIPING DETAILS, INCLUDING INSTALLATION AND REMOVAL OF 11AIS£D REFLECTIVE PAVEMENT MARKERS. 2. ALL STRIPING AND PAVE/JENT MARKINGS SHALL BE REFl£CTORJZED AND APPLJ£[) IN TWO COATS. A MINIMUM Of SEVEN OA\'S SHALL 8£ PROViD£D B£TW££N FIRST AND SECOND COATS. J. ALL CONFLIGnNG S1R/PING, PAVfMENT MARKJNGS, AND CURB PAINT SHALL BE RfMOVFii BY WET SANDBLASTING OR OTHER APPROVED METf/OD PRIOR TO INSTALLATION OF NEW STRIPING. All CONFL/ClJNG /INSED PAVEMENT MARKERS SHALL BE REMOVED. 4. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE RE:PAIREI) TO THE SATISFACTION Of 111£ CITY INSPECTOR. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDmONs AND DIMENSIONS BEFORE STARTING WORK. IF CONDmONS EXIST WHICH ARE COi/Ti/ARY TO THOSE SHOWN ON THESE PLANS. 111£ C,7Y OF 1Rv1N£ INSPECT/ON SERVICES SHAL1. BE NOTIF/tD BEFORE PROCE£D/NG WIT/I WORK. 6. ALL WORK SHALL CONFORM TO l1iE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE CITY £NG/NEER OF NEWPORT 8£ACH. 7. A!.l TRAFFIC CONTROL WORK FOR CONSTRUCT/ON SHALL CONFORM TO THE LA!EST EDITIONS OF THE STATE OF CNJFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 'MANUAL OF Tl1AFF1C CONTROLS', CHAPTER 5, STANDARD SPECIFICATIONS, AND THE "WORK AR£A 111AFF1C CONTl?Ol HANDBOOK" (WATCH MANUAL), 8. THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL CONSTRUCTION SIGNS, DEl.!NfATORS. !JV., PROPERLY INSTALLED PRIOR TO COMM£NCING CONSTl?UCT/ON. 9. THE CONTRACroR SHALL MAINTAIN ALL TRAFFIC CONTROL S/GI/S. DEUNEATORS, ETC,, TO fl/SURE PROP£R FLOW ANO SAfEfY OF T/W'FIC WHILE WORKING Ill 711£ ST/?££J, 10. ADDmONAL TRAFFIC CONTROL DEVICES MAY BE REQU/RtD IN lliE F/El.D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AOOff/ONAL TRAFFIC CONTROL DEVICES REQUIRED BY Tl/£ C/1Y OF IIEWPORT BfACH TO ASSURE PUBLIC SAFETY AT ALL TIMES. 11. THE CONTRACTOR SHALL U17LIZE A FLAGMAN DURING CONSTRUCT/ON WORK AS OEEMEIJ NECESSARY BY 1H£ CITY INSPECTOR. 12. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS. IJ. STRIPING SHAfL BE CAT TRACKED AND APPROVED BY Tl/£ CITY INSPECTOR PRIOR TO FINAL INSTALLATION. 14. PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS. 15. CROSSWALK SHALL CONFORM TO THE Cl1Y OF NEWPORT BfACH STANDARD, 16. ALL SIGN FACE REFLECTIVE: SHEETING SHALL BE HIGH INTENSl1Y GRADE WITH PROTECT/vf OVERLAY FILM. 17. ALL SIGN POSTS SHALL 8£ 4"x4" RfOWOOD STAINED PfR C/1Y OF NEWPORT BEACH REQUIREMENTS, R26£8 SIGN SHALL BE INSTALLED ON "U" CHANI/El. POST OR ON STREET LIGHT POL£ 18. BLUE RAISED REFLECTIVE PAVfMENT MARK£!! SHALL BE INSTALlED ADJACENT 10 ALL EXISTING FIRE HYDRANTS IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL 19. BLUE RAISE}) REFLECTIVE PAVEMENT MARKER SHALL BE INSTALLED ADJACENT TO ALL EX!STING FIRE HYORANTS IN P.CCORDANCE WIT/I CALTRANS TRAFFIC MANUAL. /./ _/ /i{;~(t ONCOLOGY CENTER (EXISTING) ,/ '~, "J£;_~' ,.,,,121 <¾4?;~/ ~- ..... _ -, - ' -... --,. " . -----", "~,-:.;---. ~-~--. ' "·---~ y :v .. -<c1: ,;.t,· ,, { ·, -------... , __ ' SIGNING AND STRIPING NOTES ' .. r . • ,,,. -: ' '.<>- ! i ·::::;;;t_ :,'-<;-: '----~-..... --• ..,--,/-------v--v~ PER DETAIL 'E' WITH PAINTED 300MM WHITE STOP BAR & INSTALL "STOP" SIGN (R1 -1) "STOP" PAVEMENT MARKING ~,...-~-._,.__.,.J @ INSTALL "DO NOT ENTER" SIGN (R5-1) & "WRONG WAY' SIGN (R5-1A) PER DETAIL 'E' INSTALL "YIELD" SIGN (R1-2) & "TO ONCOMING TRAFFIC'' (R1-2A) PER DETAIL 'E' INSTALL HANDICAP SIGN WITH APPROPRIATE STRIPING HEREON. (HV: VAN ACCESSIBLE) PER DETAIL PER 'A' DETAIL INSTALL "YIELD HERE TO PEDESTRIAN" SIGN (R1-5A) PER DETAIL 'E' 1 PAINT RIGHT TURN ARROW TYPE 1V -~ 1 PAINT STRAIGHT WITH LEFT TURN ARROW '7"P"-E~v~1_..,.1 .... 1 ~(~ PAINT LEFT, STRAIGHT, WITH RIGHT TURN ARROW lYPE vffj') PAINT STRAIGHT THROUGH ARRO~ PAINT ADA PATH OF TRAVEL USE BLACK PAINT OR PAINT MATCHING THE ASPHALT TO COVER EXISTING AND UNNECESSARY STRIPING ~ PAINT DOUBLE YELLOW LINE~ PAIN~ WHITE CROSS HATCH STRIPES TO WARN TRAFFIC NOT TO PASS OR PARK PAINT SINGLE 1 OOMM WHITE STRIPE PAINT "ENTER': PAVEMENT MARKING 1 PAINT RED CURB PER DETAIL 'D' T ENTRANCE Lt INSTALL "NO STOPPING FIRE LANE." SIGN® PER DETAIL 'E' INSTALL SITE ENTRANCE SIGNAGE PER DETAIL 'E' & 'P PAINT 200MM WHITE STRIPE PARKING STALLS SEE DETAIL 7A ~ I 1 GRAPIBC SCALE (lNmT} 1 lnc-h "' 50 ft. z :3 a.. ...I 0 0: 1-z 0 u Q -I.I.. I.I.. <C 0: I- C z <C C.!J z -0... -0: ti; ~ C.!J z -z C.!J -Cl') ~ ~ "' .... liJ ii; l!il~ ts ~ " ~ (J) :::> a.. Cl) ::E z <( ::s (.) a.. a::: (!) w z ;s: -0 0 ...J ~~ (!) ~ W- CI) a.. u~ W:r: 0:: a.. C) ~ I ~ '· i { " 1-----------1 i PERMIT NO. ~ § I------·-~! SHEET 7 l 5 OF 28 ~ ~ ........ ______________________________________________________________________________ ......, ___ _," .' .,: .. ;· . ' .• "·. :">: :>-,,- -'---' ,_ :_c:. :.,"": ------.-. NOTE: PARKING IS TO BE IN .MARKED STALLS ONLY f:LOCATION OF ACCESS RAMP r--B Sf£ Pl.AN FOR TYPE It -EB \\ I 7 • £ --~ 1 . CONCRfTE. $/GEWALK j~ ,.___,,.....__,1 -,-I "' l 1 CU/II/ STOP -1•-+----' CROSS HATCH S1R/P/NG (4" i'l1D£ BLUE STRIPES 0 48" O.C. 45• ANGLE, 1WO COAIS) --- 1 ~--'9'---' ---1•1-'• 5e_' '-"TYP-•+-1 •----'9'--' ----j NOTE: (8'-0" MIN. FOR VAN) 1. ELIMINATE CURB STOP WHEF/E. STALL LENGTH IS 19.5'. TYPICAL HANDICAP STALL A NOT TO SCALE 7 PER STATE OF CALIFORNIA mLE 24 R99A VAN ACCESS/BL£ SIGN (WHERE SHOWN) PfR CALTRANS STANDARD PLANS ' t 12·---n -r~. +-~ ! I 0 12' x 18' OJSABLE.D. ~CCESS PER CAL111ANS STA~DARD PLANS. 0 1 J/4" DIA. GALV. Jt;BULAR S7ffi PIPE: PRIME A3/D PAINT. CAP TUB£ ENO 1 0 CONCRETE FOOTINGS! t io:_~ -©J 0 FINISH GRAD£ OF SIDEWALK 'l., • I • ~ J "' l ' . _ .. ANY PORTION OF POST EXPO TO EARTH SHALL B£ GOA TED TH KOPPERS NO. 50 81TUMAS11C R MANUFACTURER'S RECOMMEND TION. l ,·-o· l ,r ... DISABLED A CESS STALL SIGN NOT TO SCALE 7 CENTER 5)1,/80/. IN EACH DISABLED ACCESS STALL INSTALL S'IMBOL FLUSH W/1'AWNG@ HANDICAP PARKING STALL • .'.,· " __ -_ .• .---.. -_;. -- DISABLED ACCESS SYMBOL C NOT TO SCALE 7 FOR D£TAJLS SE£ 00.Tf?/WS HAN/l/CAPPED PARKING SYMBOL A24C I PAINT RED PAINT RED BUILDING PAINT RE.D BUILDING '\.. I ~I ~ .... '\.. --t::: :r· .• : . ' I r ......... , ... ! I 6" MINIMUM 8" MINIMUM ROLLED CURB STANDARD CURB NO CURB ALL CURBING OUTLINING VEHICLE ACCESS AREAS SHALL B£ PAINTED RED. SEE RITTRENCE BELOW. Mfl/lE LETTERING SHALL Bf A MINIMUM OF J" HIGH, READING: "Fl/1£ LANE -l/0 PARKING" AND SHALL B£ PLACED £\-ERY JO' OR PORTION TH£REOF. ON TOP OF D£S/GNA TED CURBING. IT SHALL Bf 11/E RE:SPONS/BILITY OF THE PROPERTY OWN£R(S) TO PROVIDE, MAINTAIN, AND PLACE "NO PARKING" SIGNS, MARKINGS, S1RIP/NG, WHITE LE/1!:R/NG ON RED PAINTED CU/II/ING ONLY IN LOCA7iON5 WH£f/E THE FIRE DEPARTMENT HAS D£S/GNAIED ARE ACCESS LANES. CURB MARKING OPTIONS /D NOT TO SCALE \. 7 ,, - □ A. HEIGHT OF TH£ SIGN: FIi/ELANE -1 IN SIOEWALK OR PEDESTRIAN (12" X 18") --AREAS, 5' IN ALL OTHER AREAS. ---8. DISTANCE f7?0M FRONT OF CURB: 18" flfTH STANDARD CURB, 24" flfTH ROLLED CURB, TO C0/TER OF POST. A WALL C. DE.PTH Of SIGN BAS£: I 24' MINIMUM £MBEDM0/T. GIJTTERMW ~ NOTE: SIGNS MAY B£ MOUNTED TO UNE '\._ £XIST/NG POSIS OR ON A BUILDING I I THAT 1S NO MORE TNAN 24" FROM C CURB OR EDGE OF ROAD SURFACE. POST INSTALLATION 'E" NOT TO SCALE 7 ,I TOD£ CONS iJN/)[11 $El//,l{A ' ' . f" Tli'A~ / ••• • Yt-E£~ •. ·: :,::-·,·:·.--=~ :i_..:_,-,. ... ·, --. LEGEND: ~ ADA PATH OF TRAVEL Jl!HHHIUl!II RED CURB (DETAIL D) ~ PAVEMENT MARKINGS -CURB ACCESS RAMP -FIRELANE NOTICE NO PARKING IN RED ZONES 1. THE SIGN MUST B£ APPROV£f! BY THE Fl/IE DEPARTMENT AND/OR CITY TRAFFIC ENGINEER AND MUST Bf A MINIMUM OF 18" X 24~ 2. LETTERING SHALL BE RED ON 111/IIE BACKGROUND, NO SMALLER THAN 2" IN HEIGHT. ' .. . . ' .. J. Tr/£ WORDS "FIRE: LANE" SHALL BE 'Ml/TE ON RED BACKGROUND, NO SMALL£R THAN 4• IN HEIGHT. VIOLATING VEHICLES WILL BE CITED OR TOWED M,C. 12.~.100 F CVC22500.1 N.S.P.D 644-3$1 _ PH-O//£ 4. !HE SIGN SHALL Bf SECURE/. Y MOUNTED FACING THE 0/RfCT/ON OF TRA V£L AND Cl.EARLY WSIBL£ TO VEHICULAR TRAFFIC ENTERING PARKING AREA. 5. SIGNS SHALL 8£ OF DURABLE MATERIAL AND CONSTRUCTION. 6. ARROWS MAY B£ REQUIRED W D£SIGNA TE THE FIRE LAN£. SIGN TO PROPERTY F WITH FIRE LANES NOT iO SCALE TO ONCOMING TRAFFIC R26F PARKING SPACE SUMMARY PARKING TYPES HOAG HOSPITAL TOTAL NUM8ER OF 267 PARKING SPACES TOTAL NUM8ER OF 7 ACCESS/BL[ PARKING TOTAL NUM8ER OF J VAN ACCESSIBLE PARKING 7 V HERE IBI -TO PEDESTRi~NS S£C7iON 1129B REQUIREMENT 201-JOO RANGE MINIMUM 7 MINIMUM 1 "· ·,' ---- . . . . < • ,• f-'\ I S-/ . -~ ' .. ,'q~ /.' I . ~Elff. PN!~fii'., I ; ' , ' " ' ,, ' ' _·,· . . .. / • • "" "·· ·--- -~ '~-/) ./ ,',J., .. ,J_> '-.... "--"\:_-' I j ' ....... < SIGNING AND STRIPING GENERAL NOTES: 1. SIGNING AND SlRIP/NG SHALL CONF0/1!1 TO 2003 MUTCD AND 2003 MUTCD Cf,JJF'ORN/A SUPPLEMENT, FOIi THESE Pl.ANS AND SPECIAL PROWS/ON$. srr CALTRANS STANDARD PLANS A-20 (A-D) FOR ST111PING DETAILS, INCLUDING INSTALi.AT/ON AND REMOVAL OF RAISED REFLECTIVE PAVEMENT MARK£RS. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL Bf RE.FLECTORIZED AND APPLIED IN 1WO COA7S. A MINIMUM OF SEVE/'I 1#\YS SI/ALL B£ PROVIDED 8E1WEEN FIRST AND SECON/J COAIS. J. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND CURB PAINT SHALL 8£ REMOVED BY WET SANDBLASTING OR OTHER APPROVED ME.THOD PRIOR TO INSTALi.AT/ON OF NEW STRIPING. ALL CONFIJCTING RA/5£.D PAVEMEIIT MARKERS SHALL B£ REMOVED. 4. PAVfMENT THAT IS 00/AGEO DUE TO RfMOVAL OF MARKERS OR STRIPING SHALL Bf REFAIRflJ TO 111£ SAT15FACTION OF 111£ C/1Y INSPECTOR. 5. CONTRACTOR SHALL V£/11FY ALL £XISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF CONDITIONS EXIST WHICH AR£ CONTRARY TO 11105£ SHOWN ON 111£S£ PLANS, Tl/£ CITY OF /IN/NE INSPECTION SE:RVICES SHALL 8£ NOTIF1£D BEFORE PROCEEDING wm1 WORK. 6. ALL WORK SHALL CONFORM TO TH£ Pl.ANS AND SPECIFICATIONS IN ALL RESPECIS AND SHALL BE SUBJECT TO APPROVAL BY THE C/TY ENGINEER OF NEWPORT BEACH. 7. ALL TRAFFIC CONTRJJL WORK FOR CONSTRUC110N SHAI.L CONFORM TO THE LATEST EDmONS OF Tl/£ STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) "MANUAL OF TRAFFIC CONTROLS", CHAPTER 5, STANDARD SPEC/FICAT10NS, AND THE "WORK AREA TIIAFFIC CONTROL HANDBOOK" (WA1GH MANUAL). 8. !HE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL CONSTRUCTION SIGN$, DEL/NfATORS, £.TC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. THE CONTI/ACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, D£UNEATORS, £.TC., TO ENSURE PROP£R FLOW AND SAFETY OF T/IAFFIC WHILE WORKING IN TH£ STREE.T. 1 O. ADOJTIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRE.D IN THE AW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAi. TIIAFFIC CONTROL DEVICES REQUIRED BY THE CflY OF NEWPORT BE'ACH TO ASSURE PUBLIC SAFETY AT ALL TIMES. 11. THE CONT/IACTOR SHALL UTILIZE A FLAGMAN DURING CONSTRUCTION WORK AS DEEMED NECESSARY BY THE CITY INSPE.CTOR. 12. ARROW BOARDS SHALL 8[ USED ON ANY LANE CLOSURE ON ARTERIAL SlREETS. 13. STRIPING SHALL 8£ CAT TRACKED AND APPROVffl BY TH£ CITY INSPECTOR PRIOR ro FINAL INSTALi.AT/ON. 14. PAVEMENT LEGENDS SHALL MATCH THE. C/TY STENCILS. 15. CROSSWALK SHALL CONFORM TO TH£ C/TY OF N£.WP()RT BEACH STANDARD. 16. ALL SIGN FACE REFLE:CTIVE SIIEfJ7NG SHALL 8£ HIGH INTfNSflY GIIAOE WITH PROTECTIVE OVERLAY FILM. 17. ALL SIGN POSTS SHALL Bf: 4"x4" REDWOOD STAINE.D PER CITY OF NEWPORT BEACH REQUIREMENIS R26EB SIGN SHALL B£ INSTALLED ON "If CHANNEL POST OR ON STREE.T LIGHT POLE. 18. BLUE RAISED REFLECTIVE PAVEMENT MARK£11 SHALL BE. INSTALLED ADJACENT TO ALL EXISTING ARE HYDIIANIS IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL 19. 81.UE RAISED REFLECTIVE PAVEMENT MARKER SHALL B£ INSTALLED ADJACENT TO ALL EXISTING FIRE: HYDRANIS IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL ® @) @) ® @ @ ® @ ® 8 e (§ e 8 § 8 8 ~ <Ev 8 @ -. -.... ___ ·- - - '·------•.. ---- ;,_ ' ' : i ' • ' •.. ' ' - \ ONCOLOGY CENTER (EXISTING) -• ~ -. ····'~= SIGNING AND STRIPING NOTES INSTALL "STOP-SIGN (R1-1) PER DETAIL 'E' WITH PAINTED 300MM WHITE STOP BAR & ·srop" PAVEMENT MARKING INSTALL "DO NOT ENTER" SIGN (R5-1) & 'WRONG WAY' SIGN (R5-1A) PER DETAIL 'E' INSTALL •YIELD" SIGN (R1-2) & "TO ONCOMING TRAFFIC" (R1-2A) PER DETAIL 'E' INSTALL HANDICAP SIGN WITH APPROPRIATE STRIPING PER DETAIL PER 'A' DETAIL HEREON. (HV: VAN ACCESSIBLE) INSTALL "YIELD HERE TO PEDESTRIAN" SIGN (R1-5A) PER DETAIL 'E' PAINT RIGHT TURN ARROW TYPE 1V (RT) PAINT STRAIGHT WITH LEFT TURN ARROW TYPE V111 (LT) PAINT LEFT, STRAIGHT, WITH RIGHT TURN ARROW TYPE V111 PAINT STRAIGHT THROUGH ARROW TYPE 1 PAINT Af)A PATH OF TRAVEL USE BLACK PAINT OR PAINT MATCHING THE ASPHALT TO COVER EXISTING AND UNNECESSARY STRIPING PAINT DOUBLE YELLOW LINES DETAIL 21 PAINT 1 OOMM WHITE CROSS HATCH STRIPES TO WARN TRAFFIC NOT TO PASS OR PARK PAINT SINGLE 1 OOMM WHITE STRIPE PAINT • ENTER" PAVEMENT MARKING AT ENTRANCE PAINT RED CURB PER DETAIL 'D' INSTALL •No STOPPING FIRE LANE." SIGN (F7) PER DETAIL 'E' INSTALL SITE ENTRANCE SIGNAGE PER DETAIL 'E' & 'F' PAINT • CHILD CARE RESERVED" PAVEMENT MARKING PAINT "CHILD CARE RESERVED FOR CARPOOLs" PAVEMENT MARKING PAINT 200MM WHITE STRIPE P.!,RKING STALLS SEE DETAIL 7A illlil I GRAPHIC SCALE ., I ( IN FEET ) 1 Ul!lh = 50 ft, . 52787 12-31- C/V\\.. <:11.\.\1 ~ a.. _J 0 a:: ~ 0 c..:> c..:> u.. u.. <( a:: I- C z <( (.!:) z -a.. -a: I--er., -(.!:) z -z (.!:) -er., en ::, a.. en~ z <C <C () ...J 0:: a.. w C)~ ~o 0 ...J ~~ C) ~ W-en a.. -en Uo ~ ::c a.. (!) <C 0 ::c lJ <3 0: 2 • ? u 1-----------~ ~ PERMIT NO. ~ " • ~ 1------------1 ~ SHEET 7 OF 28 a ~ I l .._ ________________________________________________________________________________________ .._ ___ ........ ,, / ·----"-·~ """(",·-~ • i--i·, J I I. I ! "* I / I • ! / . I I 1 . I I F9fNP ~~ l;Qidif;)!,E~ OR ' @ fro BE PffiFORMED BY THE CONT/?ACT< / &f FOR UTILl7Y LOCATION Vffi/FICAT/ON / ~~- GRAPHIC SCALE ,. 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CA 92618 • (949)727-9336 'FAX (949)727··7399 -------------·------·--'-'---------LEONARD SEQUEIRA R,C.E:. 52787 EXPIRE: DA TE:: 12-.'H-0$ ~· cl ""I "' 0 <:: Ill I isl "' ?§ i -!!!"' z :;/:;;"' ,-C ~ " § I ~~ ~~ 1 1 0 i \ ~ ~ ~) \_~) OWNER/DEVELOPER: I JOB NO: 7 HOAG HOSPITAL 0/IE HOAG DRJVE 251482-01 I 6 I -I 5 NEWPORT 8£ACH, CA 92658 DATE APPROVED: SOILS ENGINEER: TRC LOWNEY 251 EAST IMPfRJAL HIGHWAY FULLERWN, CA 928J5 (714) 441-3090 DATE PRIN1ED: 4 NO. 11~6 04/2BL06 04/28/06 QATI; CHILD CARE CENTER BUILDING & PARKING LOT COORDINATION REVISIONS " CITY PERMIT REVIEW APRIL 2006, REVISIONS ONLY SHEET 7 OF 28 OUTPATIENT BUILDING COORDINATION REVISION (SEE NOTE ON SHEET 2 OF 28, REVISIONS G: \DRAW!NGS\PROJE:CTS\HOAG HOSPITAL \lRC--Delfo J Revis[cns\Hoagt..C-(l:1-00-PH,dW9 11/3/2006 8: 57;05 AM PST ___ , ' !.(/) X I ' I I 2 ONCOLOGY CENTER -(EXIST!r\JG) lf9ffl:2 GRAPHIC SCALE " "' "' ( IN FEET ) 1 inch = 30 ft. z :5 0... LU -l 0 :I: l-o a.. 0 z en ::, CL (/) ~ z <( <( (..) J a::: a. w (!) s ~o 0-J ~..:.i (!) ~ LU -(I) CL -en (.) 0 ~ :c a. (!) ~ :I: PERMIT NO. • SHEET_9_ OF 28 j ' ' 19 4 X JO ~ 11111 EP EXIST, FL GTR MH 0/S SDWK TC " I l !;Q!iiND SURVEY Vfll/FICATION EDGE OF PAVEMENT EXIST/HG FLOWL/11£ GUTTER M4NHOLE • OFF OF SUR'IEY SHOT S/l)£J!IAL-K- TOP OF CURB • ' ~ I : GRAPHIC SCALE '" "' " I i t ( IN FEET ) 1 inch = 30 f+_ ,,.. ~ 0 'l' ,,.. z ~ ~ .. ! ll: ~ ~ ~ ii: "- .~ 0 (J) ::::, a.. en ~ z <( <( (.) z _J ct: :5 a. w ~ (!) 3: Q~o ~ 0 ...J ~ c2 ~ ~(!)<( Gj wt: > en a.. er. -(J) V5 Oo W:r: 0:: (!) a.<( PERM/ 0 I T NO, '" ti Ct: SHEE T 10 OF 28 " " " < ~ ~ ~ ~ ;, ~ • • " " C ' 0 ' 0 "' ' ' i ' 1· 0 " ~ 0 X • 0 ' T 5 ' N • • • ' i ' I . , ••. , ,. --,,-.. ! " " / I / I I I / '-'Cu • ·>:,,; • . . . I 5'·:,"<,.. • •• . . . .. I ·::.::,;::-.• ::-'---.,__ . \~ . I ~-....:·--. ~ ....... ··,;•:;,::,,,<,: ~ \ •. "· •• ,., :;,..... ----"-.._ -.... _ ,>7J:;,,, "~ ••• " "'''< "<.,:-•··~ ...... 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OF 28 0 i,; -·--·-----.... -...\.AA .. \ ;/ w1v 1/// w~ ;::; / ,. r ," / ,, / ✓,: ;_,1/,1 ~ ra I I I I 2 ONCOLOGY CENTER (EXISTING) 0 II £P EX/Sr. GTR MH 0/S SDWK TC FL ~ SURVEY '1£RIFICAT!ON EDGf: Of PAVEMENT EX!Sr!I/G GIJ77ER MANHO'..£ -' OFF Of SURVEY SHOT SIDEWALK SP0 SPOT AC ,-._.._ASPHAl..;:_::::;:;;-T ,_, I ~ I GRAPHIC SCALE J~ 15 JO $Ila -=-=--'---·-1.-;;;;;;.~'---------..J''1' = ( IN FEET ) 1 inch = 30 fl ij en ::> a.. en ~ z <C <C u .....J ~ a.. w (!) ~ ~o 0 .....J c2 ~ (!) ~ W- en a.. -en frlo ~ :r: a..(!) ~ :r: ~ ;§ ~ ~ t,j I,__ Is: I;'! l,j 0 oi ! 1 t---PE_R_M_IT-N0-.--1 i ~ 8 J SHEET------'-11_ 1 OF 28 fa'74' 7.W F'l' ¼-\::::•-;c',;'. !I y/, ---::::-~-;--~-·-y_;~:;·"~'V-'-,-. , ' ' --. :>--4"iD. s:.::.::~--@-· -· _ _,,. --<'=~~~- J ;\ ,- ii,)\.' -, /-,. tr '"•if-··· 4 I I -_ ·,_,·_..,_,..,, ii I ,·>. ,· I -·;' , .c ... ," ,':"'"•' 1Z260 38-72 '"" p "-)?');,"' --,~'A1l.s.- . ,_ -· I ) I 12261 59;!)1- J ",I ! 1-· -_ i . 1225: "·' EPT - .\~ ·o.- ---~·"•' --.... ------- CHILD CARE CfNif:R ~G) • -7 ~$,4r4t~) ~ ill ....... -...... 3 ' _· • 2 ·_ • '2"5Z · G s~,., liv'J~ -""!:m,;, ~c ·--,all,,_, -- _· ' S~OAG-·:- --- ' ':,: , ' /-· I , -/' / . ·rt1'~~9··· -.-242 ' - _15±.QO __ -_ Vrir ~~, ~/'~\~:-:_JL ___ ,:_ __ ,:__;_ ____ L---- liI_". M __ ----~--~'~ 12227 ~,(,,,-i "-~-"'" SP0°1¥:_ • • -~,SP(};~ ~-J6T itJC,u In ~="~ . 12224 8.15 -_PiN .. O!B r r ·,2220 ------~----12~1 12.34 _ 12.ve. TOC ~lf SP~ . ·--iJ~ U! ,--~ ·- C '!' 12214 12-50 SPOAC 12213 12.91 TOC ONCOLOGY CENTER (EXISTING) ,s i ~ EP EXIST. GlR LEGEND SIJRVEY VERIFICATION EDGE or PA VfMENT EXISTING GUTTER MANHOLE MH 0/S OFF OF SURVEY SHOT SDKI< SIDEWALK roP or CURB filr~~ > SPO SPOT -J ~~~ GRAPHIC SCALE 120 1 ( l FEET ) 1 L."'1.Ch ,.,_ 30 ft. .e; z ij -u... -a: ~ ~ &: :::::, u-:, (/') :::> a... Cf)~ ~ c5 _J a:: a... w C) ~ ~o 0 _J <( I a:: _J C) <( w t: (/) a... -(/) () 0 w :c 0::: (!) a... <( 0 :c PERMIT NO. SHEET-::-11_ OF 28 oc-00<1 le'.,'! 1 ONCOLOGY CENTER (EXISTING) PHASING NOTES PHASE PHASE PHASE PHASE 1 : 2: 3: 4: CONSTRUCTION OF THE RETAINING WALL CONSTRUCTION OF THE CHILD CARE CENTER PAD & ENTRY DRIVE. CONSTRUCTION OF THE PARKING LOT NEXT TO THE EXISTING COGEN BUILDING. CONSTRUCTION OF FUTURE BUILDING AREA PAD. 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' I ' • !' .. i' ·•. / ,· l I . I 1 .' .•. , 1' i • •• • ... '. ·/· ,·· ''' . . I i . . !.·' .' i I.· I •• I; I/ • • l ··•··'··· .. •· .::.;,-· : .:· $ • ::ti ... ;>; =-!lli -. • 05 G? I :::!~ \ ic: t:,,__ .. 1' 1, V . . I , , . /i ( -., ril I! / 1/ . • .. 11 ; ti \ !1! ::ti ) &[p ( if;? • C>o ..._ m < ri{ ::.i '-,._,./ · • I I I .• . ,. I/' . -• : .. ,1,,1··.1· .. I • . ·' , . .J I -• 1 ' I • : I · :· • 1/ I f' f i) 1·· l' '/ / I I / 1' ,! if I • I I f! j / :1 .' • ' ' ·•.•,.I,' ; I •• I . I I ;: • ' '!'· , ,, . ' ,,;· •! • ,"J ;- j -/ : i I i I ! I . I I I I ' , i , ! I i { ·c I_--• \ '\· I \" -I ·.. I /.' • I I I .'/ 1. _: ·,:' /" I ' I I i ! I l I I .. I I ,, . I ' /-.-".• ' .-. - • ft.,,, I •· -; , I • ' ·•· ; ~········. ,,,,~. •. :::r:: " . , (i .. . ·!· ;::::• .. "·•• ·•/ff fi'i O · I . , .. ·.~ii,ixo·) • • .• lfikr& l \ .. .,. > li; &I :::::! rr, ,/ ""tt:Z . ;:;;r;;; G) 0 ••.•• \ ,':i, fii= m • •. &ii"' ,.;;;: ~ ,' n1 . i"°J ... •· •. ' • -. -.. : . -,·' ;, • ..,, '_, ·~ ·:):;~ •T "•!.... •• , , I , , . 0) rn ·~ .--.-· • "-"'"'" :, ' '- ' P,> ,.., ;z il -< !iil } , •,> I' . i .. / . >> ,:,J·.··,\,- (-~ . ij· J / .... /-· ·/~-f \ -mo , f'i ::_.; ' /' .•.· ,. ,\ . WORK LIMITS AND CONSTRUCTION PHASING EXHIBIT PRECISE GRADING PLANS HOAG HOSPITAL -LOWER CAMPUS ~- PREPARED BY: T'IIC . •' ·1 :-· ' ; .. -· I I ! CUST0/1,!ER-FOCUSED SOLUTIONS ---21 TECHNOLOGY /RV/NE, CA 92618 (949)777-9336 * FAX (949)727-7399 L£0NARD $£QUE/RA R.C.£. 52787 E:XPIRE f>ATE:: 12-31-06 OWNER/DEVELOPER: HOAG HOSPITAL ON£ HOAG DRIV£ JOB NO: '> gi~o ~zmr . G)::t"lo \,-~ ---~ . .,A.._ ..,,...__.,,,,_,..., 7 6 251482-01 I NEWPORT BEACH, CA 92658 I DATE APPROVED: SOILS ENGINEER: 5 4 TRC LOWNEY 251 EAST IMPERJAL HIGHWAY FIJLLEF1TON, CA 92835 (714) 441-J09(} OAF PRINlEO: NO, 11/6/06 04/28/06 04/28/06 DATE • .1. . I ,. ,, ( ··.,,,_ ' . I \ , I I I,' ' I • • ~,, .:,, .. , .. ,-~ . \ 'I I , ' " . ' ~· I •·'I ... ~ I . Ct I . i I 'cl . I ','\ :·• I •. , I I i I ! .. , I .. l I j I • \ '·\ .. , .~ i .~ ' .. . . ·' . . . :<:JI\\, , ·1". ' ; . • I· :::i: \ \ I i"' . '\. K. , ·• • I' : I '· ,! l.c<__.··1 ': (' • • '11 ' . ) .. : .' -, ~ . . t I ,. I • ·" .,~ ;( ; ---:, __ . ;; ' i1l) 1 • I /\ ; -·, ·; . ' ".'-. . . . . . 1 · ; ,. I ; , l I I •. , : ,I. • 1· ;. I '' ' ' I ) 1· I: •• i ", ( i ; .. :·• i',:.:\\ l , . · ·. 1 ·· , i· \\ ~\ \ \ : : '. '. ; ; ' . I ; ; ; ; I • . . . •., r fl . . . . .... .. '·. : .. i . ' • I , • \ . ' ; ' • • : Ii, •. \'! ' • ••• l '. : \ _.: <..: -__ :,: '._ ...... .. ::•:1,''·1,, " . ', 1· •• ·. ·· 1 . /·1 · I ,-,--• • •. '. '. -• \ I\ ,\ I i l '/ ,.._, _/ ' " I f I \ ·, I . c' ; l . ' -·1 : . ',. ,~. "·-~ ·.\ : \ • I \ J .:•,,.. I 1• ·: ';',::· I ·1 • : : • '. \' : • . . • " • I ' ,\ l \ \ , I ' , ~ '. J t .,j " ;', \ :"1 , i .. •'"'['" ·•;! I -/ ,',_ \ i: ;_, i ••• ·, ...• ,. ·, I ·• -·.\ ,, ,'· :.:· ,;:, \ ,iJ •• ' --··'·i: • ' ·_ ' ' )" 11,', i \ f ,.,, :; ,·.' ' I . . . ':!'.> ·•. '· ' :_ " -,,' ····.l{·:·;\:·· • . , ,1 . ! ::i : ' di: . , • '' \ .. : . ; ;; . ! • • '' • 1: ;'. I :i:j \ ·i\, • ' • I , . , ' ' ' '\ .• . ' ; .,, ' j: l, • • i ,, \ ' • 1 ' ' .. , . • _,-! .• -•i ··1 •• '·! !; '• . ,:I,, . , ,,.-.. " ,-.. ',, ,, ••••• ', : ; ,i\· l. . ' ) ; ,,,. '• • . I ,, • ·' : • . I .... ; \,, ( ! ,, ' :· • : • : \ ! i\ \ , ·. -., . ··, ._,., "·,..,._ •-,:' ' '•" --~-·- ,.,' ":· ,,, ;,I i 1 \ ' \ 'i • '•;>- --· ... ,_ CHILD CARE CENTER BUILDING & PARKING LOT COORDINATION REVISIONS C/1Y PERMIT REVIEW APRIL 2006, REVISIONS ONLY SHEET 7 OF 28 OUTPATIENT BUILDING COORDINATION REVISION (SEE NOTE ON SHEET 2 OF 28, REVISIONS G:\DRNMNGS\PROJECTS\HOAC HOSP!TAL\1RC-----Oclto 3 Revi,;lorw\HoogLC-D3-·12--SC.,;iwg 11/J/2006 9;05:04 AM PST DEMOLITION/REMOVAL NOTES [jJ-PROTECT IN PLACE. ffi-REMOVE AND RELOCATE POWER POLE BY OTHERS. !]J-REMOVE AND RELOCATE LIGHT POLE BY OTHERS. []}-REMOVE ASPHALT, CURB AND GUTTER. [1}-REMOVE EXISTING STORM DRAIN. ~~~ AND RELOCATE METER BY OTHERS. &~[Ij-P~OTEC~ I s] ~cR1e WALL uP To ANGLE POINT. I!.. _[gl-REMOVE EXISTING ~~-v---~ ill( ~OCATE EXISTING SEISMIC STATION BY OTHERS. / \~ [j}-RELOCATE EXISTING FACIUTIES BY OTHERS. HfJ1E: /--/~~ PROTECT !N PLACE: ALL PUBLIC IMPFIOVEME:NTS BEYOND THE: PFIOJECT LIMITS. IF PUBLIC IMPROVEMENTS ARE DAMAGED, CORRECTION CONSTRUcrlON REPAIRS WILL BE DONE AT THE: D/SCREnON OF THE PUBLIC WORKS INSPECTOR. ~ I GRAPHIC SCALE 100 ( IN FEET ) l. inch "" 50 ft.. ~ I I .. 0 . til @ Ii a ..,. ,. < In. z ~ ' f;:! :~ ~ I c§ 0 " >= Ill z :s a.. z 0 j:::: ~ 0 ~ w Cl PERMIT NO. SHEET 13 OF 28 ·,,' _c;. _____ . ___ ··-·-·• -----·-- ----_,..c:~~· :-PROPE~ I Y t:ll'l'E ---c~· ... ..; i l --s'Pvc_:,~'/4,; ... ;in•vc;-- DEMOLITION/REMOVAL NOTES [I}-PROTECT IN PLACE. l]J---REMOVE AND RELOCATE POWER POLE BY OTHERS. [I!-REMOVE AND RELOCATE LIGHT POLE BY OTHERS. [1j---REMOVE ASPHALT, CURB AND GUTTER. []-REMOVE EXISTING STORM DRAIN. ffi--REMOVE AND RELOCATE METER BY OTHERS. [I]-PROTECT IN PLACE. ffi--REMOVE CRIB WALL UP TO ANGLE POINT. !]}-REMOVE EXISTING BUILDING. . ':::::. ONCOLOGY CENTER (EXISTING) ---~-.' fjof-REMOVE AND RELOCATE EXISTING SEISMIC STATION BY OTHERS. '-'-'-' [TI}-RELOCATE EXISTING FACILITIES BY OTHERS. [j]---REMOVE EXIST. PLUG AND JOIN EXIST. 8' SEWER SWB. ill}--REMOVE AND RELOCATE EXISTING FIRE HYDRANT. I.PROTECT IN PIACf. AU. PUBLIC IMPROV£MENTS BEYOND THE PROJECT UM/TS. IF PU8UC IMPROVEMENTS AR£ DAMAGED, CORRf.CTION CONSTRUCTION Rf.PAJRS WILL 8£ DON£ AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 2. NO CnY TREES ARE LOCATE:D WITHIN PROJECT UM/TS. GRAPHIC SCALE " .. j_i '" I ( IN FEET ) 1 inoh = 50 ft. . 52787 12-31 JV\\. ;;.: Ill s !1E e:; a: 0. z :5 0.. z 0 -I--....I 0 :E w C'I Cl) :::> Cl. (/) ~ Z<( <(() _J ll:'. Cl. w (!)$ ~o 0 _J <• a:: _J (!) < w t: (/) Cl. 0~ ~ :c Cl.(!) < 0 :c PERMIT NO. SHEET _1..,,.3'--- OF 28 1 QflAOlNQ ANO f'A\/INQ CON8Tl'IIJCTION NOTES Q)-COffSlRllCf 35' f!C MR 'If NJ Pm SOILS REPORf, ©--CCNSffllJCf 3.5' M; tMi 11~ AB PER SO!!.$ REPCRT. @-CONS1R1JCf PCC S10EWA1.k PER cm Of NEWPORT l!FJiC!,I SlD. t80-l. ©--CONS'l1WCr q Pee. CURB AN!l QUl'IER ('NF£ A) PER 00Y OF' BPORf S£I.Olt sm. 182-1.. @-CONSTRUCT 't' PCC MB {TYP£ a) PER CffY OF leYFORI" BEAOH sm. '182-L ©--OONS"IRUCT ctn ACCfSS RAMP ilWJ!S l, CASE •c; PO: Cl1Y OF N£WPOlff etlCH S'II). 18:t-L-A.. 0-COMS!RUCf CURS-Aooms RM,iP DW.ll.S 11. CASE•~~ PER Cll'l' -OF aroRr 1WCH sm. tat-t.-a ©-=-~ WI&. sroP' PER omtl *tf ON SilEEf 2. ©-COIISffllJC'f STANfMRf) CIJL-0£-s,\C PER cm' OF ~ BEACH sm, 102-1.. @-~ COMM£RCW. DRMWAY PER WAIL •K Otl SHE£'!' 2. @-PAAltlN$ smu>m, REf&:R lC NM WET 1 l"0R' DtTAU. @-=-cotmRUCT LOCAL DEPReSSION PER Cm' OF N£l#?Ol'll' El£ACH sm,,o+-L. @}-~ $'l'AIN!NG WALL PER ~ PW4. J':... (.14 JOll,I IDCIST, WM.L A1 CONSlRUCllON JOit«, ffi ,s 8ACl(F!ll. PER ~ Pl.Ni$, $££ OE!'IJL 16 @)== 1' • AND JOIN ,JU}, P: PSRDETA!L te.ON Slim 19. ®-PRo'EMENT JOI~ PfR DffAlL 17 Ok SHEU 19. @-CONS'mUCf BROW !llleH PER O£lAl 18 00 SH&E1' 19, ,p. 9-30-,,,. Cl1/il ; flllil I GRAPHIC SCALE L ..J---' -·1 20 40 ' ( IN FEET ) 1 inch ~ 20 ft. eo 1 z :5 a.. a, z <C a: (.!J w U) -c..::> w a: 0.. I ; f ~ PERMIT NO. I 1-------------. ! SHEET 14 I s • OF 28 / / ; • .. I / / ' .. ,_ . i : / . .• ;. '·--, .-· f· '· ,' _i : ; ' / / / / / / / / .•• / / ' .... ' " / ' ... /· ./ ··.·-··· • •• ·.~" . / / : ' _,"·~.:-, .( .. ,, -... __ . ,_ ' -~ • .-.. -~-·-:_, --+--. ··. . • r . . ---.......,_ ' ', ..... \··· ~VIEW PARK~ / ~ . •.•.. . .•.• •. ' ~ ---..____,___ .ii ~;o"'k~; ~ -,. "' ~~ -.. ' I • I I I I I I I I I ' I I I I I ' I I -........ _ . ...__ __ · ...... -----~ --...._ ~-.. .. PROPERTY Ll~-;J--... -~~ ._ . ': _. .,,--: -✓-.• :.; ... '.- I _! • ,47.90 TC. •. 47.40 rs" ---.-_--· :~····: ~--.·. ·-. ----~ ·-.. ~:-~ -~-----~- •••••• : •• •• • .,;. ·PROPOSED RETAINING WALL ·--~ .. · I Z JL~S· ••. , ..... :.; .. ' .. ,: ' .. :.,.__: r--,---,...Ji 18-$1 •.••. • 17:Bt • .. . . 'i 8.83' ~"3 I --.,;,.;. ·-~----·~' ·-•• '•,,, 1---•-..... ~ • I ·• ®-PAVEMENT JOIN PER DETAIL 17 ON SHEET 19. "'-•._ ., .. . ......... @--CONSTRUCT BROW DITCH PER DETAIL 18 ON SHEET 19 AND RETAINING WALL SHEETS . I ...• ~-.,6:_" ::::CU'.'.2RB~FA;:::CE=----~~-----------------.J i B;;:,_ @-CROSS GUTTER PER CITY OF NElll'ORT BEACH STD. 185-L. SEE SECTION A-A ON SHEET 16 • ••• •• • • • · ·: ~ CONS1RUCT 12" IIIDE X 6" DEEP CONCRETE TOE OR N T 19. ••• • ••••• ,,. , _' ,£ @-CONS1RUCT 4 \\!OE X 1 1 /2" DEEP CONCRETE V-GUTTER PER DETAIL 23 ON SHEET 19. I ~:co/'!.smucT LOCAL DEPRESSIONl'ER··oEfAil°ON SHEET 1s • . fil .• ®-CONS1RUCT RETAINING CURB PER ~rry· OF NE\\!'ORT BEACH STDS, AS NEEDED, BASED ON .. , FIELD CONDiTIONS. ®-=--INSTALL 6" PERFORATED PIPE SUBORAlN • •• .. @-CONSTRUCT 36" \\!DE X 1 1 /2' DEEP CONCRETE V-GumR PER DETAIL ON SHEET 19. I ' 1 . GRAPHIC SCALE 20 I , ( IN FEET ) 1 inch = 20 ft. "' / "'"""'~ / . ,, " NO, 52787 );, ;lJ ) XP, 12-31-08 ,J CIV\\... ~\~:JI Of c;,.L\~ 2 a i 1---------11 ~ ~ :is ~ PERMIT NO. • SHEET 14 OF 28 j ;, ~ , • < 9 .__ ______________________________________________________________________________ ...,_ __ __.. - ' ::·::·.:'.t:: ____ _, - • '·c·:..~-;,,_:.f..;;__-.--.:~ h-I -·-/1-• 1 • ' • ' .I i/r'r '/ I l __ -, / . -1-/_ I .V ! I • !- --·- -= - T"" I I r, i-./~-· --.. I , . ; 1 Os,/::~;; .,/ ' >,,-;:>· ;;-·· QRADINO AND PAVING CONSTRUCTION NOTES 0-CONSTRUCT 3.5' AC OVER 13' AB PER SOILS REPORT. 2 l--CONSTRUCT 3,5" AC OVER 11" AB PER SOILS REPORT. 0-CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L ~ CONSTRUCT 6" PCC CURB ANO GUTTER (TYPE A) PER CITY OF NEWPORT BEACH STD. 182-L. ©-CONSTRUCT 15' PCC CURB (TYPE B) PER CITY OF NEWPORT BEACH STD. 182-L ©--CONSTRUCT CURB ACCESS RAMP DETAILS I, CASE "C," PER CITY OF NEWPORT BEACH STD. 181-L-A. 0-CONSTRUCT CURB ACCESS RAMP DETAILS 11, CASE "I." PER CITY OF NEWPORT BEACH STD. 181-L-B. 0--=--INSTALL WHEEL STOP PER DETAIL "t' ON SHEET 2. 0-CONSTRUCT STANDARD CUL-DE-SAC PER CllY Of NEWPORT BEACH STD. 102-L ®--CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL • A' ON SHEET 2. @-PARKING STRIPING. REFER TO PLAN SHEET 7 FOR DETAILS. ®-=-CONSTRUCT LOCAL DEPRESSION PER CllY OF NEWPORT BEACH STD. 304-L. @-CONSTRUCT R£fAINING WALL PER STRUCTURAL PLAN. ~ JOIN EXIS1. WALL AT CONSTRUCll N JOINT. fil.~ BACKFlLL PER LANDESCA?E PLANS, SEE DITAIL 16 ON SHEET 1 • ~ 1' SAl'iCUT, SMOOTH FEATHER AND JOIN EXISTING A.C. PAVEMENT PER DETAIL 16 ON SHEET 19. PAVEMENT JOIN PER DETAIL 17 ON SHEET 19. CO BROl'i O TCH P El: L 18 ON SHEET 19. CROSS GUTTER PER CITY OF NEWPORT BEACH STD, 185-L GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. so 0 z ij ;;.: ro 0 w Q'. <( ~ 0.. " I! PERMIT NO. SHEET_15_ OF 28 I 0 ' !, J. w • ' •• " • -..... "· ·- ',.' •• , .. .1.:·.-. ' .. , -- fil 20.94 IC 20.88 TC 20.88 TC 20.99 TC 20A4 FL \ 20.21 FL 20.21 FL 20.49 F!.. I 6tr k I 6tr j r----t----(..1, ~L..:_ __ __L1..1--_.;..-----< f !,, a·cr I rl J' 1· I J' j LOCAL DEPRESSION DETAIL FOR CATCH BASIN NOT TO SCALE 24 15 ' --· • ,' ·' ' ' " . '' . --· -"'",·' -·~--' .--:,--..., i / GRADING AND PAVING CONSTRUCTION NOTES / 0-CONSlRUCT 3,5" AC OVER 8" AB PER SOILS REPORT. \ 0--CONS1RUCT 3.5" AC OVER 11" AB PER SOILS REPORT. \ 0--CONSlRUCT PCC SIDEWALK PER CITY Of NEWPORT BEACH STD. 180-L 0--CONSTRUCT 6" PCC CURB AND GUTTER (TYPE A) PER CITY OF / NEWPORT BEACH STD. 182-L. < ©-CONSTRUCT 6" PCC CURB (TYPE 8) PER CITY OF NEWPORT BEACH \ STD. 182-L. ' 0---CONSTRUCT CURB ACCESS RAMP DETAILS I, CASE "C,' PER CITY OF / NEWPORT BEACH STD. 181-L-A. • 0-CONSTRUCT CURB ACCESS RAMP DETAILS 11, CASE "I," PER CITY OF NEl\l'ORT BEACH STD. 181-L -B. ©-::---INSTALL WHEEL STOP PER DETAIL "C" ON SHEET 2. ©-CONSTRUCT STANDARD CUL-DE-SAC PER CITY OF NEWPORT BEACH STD. 102-L ©-CONSTRUCT COMMERCIAL DRlvtWAY PER DETAIL "A" ON SHEET 2. ®-PARKING STRIPING. REFER TO PLAN SHEET 7 FOR DETAILS. @-=--CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. 304-L. ®-CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. ®=-:-JOIN EXIST. WALL AT CONSTRUCTION JOINT. &(6s5--= BACKFll.l PER LANDSCAPE PLANS, SEE DETAIL 16 ON SHEET 19. M=:::::::: ,,,..___,,._~_,._,,._,,.~ l:V-1' SAWCUT, SMOOTH FEATHER AND JOIN EXISTING A.C. PAVEMENT PER DETAIL 16 ON SHEET 19. ®-PAvtMENT JOIN PER DETAIL 17 ON SHEET 19. @---CONSTRUCT BROW DITCH PER DETAIL 18 ON SHEET 19 AND RETAINING WALL SHEETS. @-o• CURB FACE 20 6' CURB FACE ~~~.....,..--..,,---.... ,/' CROSS GUTTER PER CITY Of NEWPORT BEACH STD. 185-L. SEE SECTION A-A ON SHEET 16 22 CON TR CT 12' Wl E 6" OE ON R OE N ER D AIL 22 ON SH 19. @-CONSTRUCT 4' WIDE X 1 1/2" DEEP CONCRETE V-GUTTER PER DETAIL 23 ON SHEET 19. 24 ,__ CONSl:RUCT LOCAL PfPRESSION PER D!;.TAIL 01'1 SHEET. 15 .. @-CONSTRUCT RETAINING CURB PER CITY OF ~EWPORT BEACH STDS, AS NEEDED, BASED ON FIELD CONDITIONS. ) @---INSTALL 6" PERFORATED PIPE SUBDRAIN < @-CCNSTRUCT 36' WIDE X 1 1/t' DEEP CONCRETE V-GUTTER PER DETAI=~ GRAPHIC SCALE "" I ( IN FEET ) 1 inch = 20 ft. _,,.-" -··-··-. __ ..... , . .• -:..-·-·-·-·---------.. -... -... ,_t\.- .---•• --~ ·-••••• . ..... (:.--,.::., • "' •• , ••• ----·-·· -........... ,-..... •' ·-.' ' . ··:~.:·2~~;3~l·~:~~--~-~_,~ ___ .,__ >,/ • • .h, !; .. GRADING AND PAVING CONSTRUCTION NOTES (D-, CONSlRUCT is• AC OVER 8" AS PER SOJJ.S REPORT. ~ CONSJfflJCT 3,5' AC O\ER 11" All PER SOJLS REPORT. ©-CONSlRUCT PCC SlOEWALK PER CITY OF NEWPORT BEACH S1D. 180-L ©-=-OONS'!RUCT 6" PCC ct/llB AND GUTTER (TYPE A) PER CJTY OF NElll'ORT BEACH S'll), 182-L ©--CONSmiJCT 8" PCC CURI! (n-PI: B) PER CITY OF Nt\\PORT BEACH STD. 182-L ©--CCNSlRUCT CURB ACC[SS RAMP OETA/LS I, CASE "C,' PER CJTY OF NEIIFORT BEACH STD. 181-l-A. 0-CCNSlRUCT CURil ACCESS RAMP DETALS II, CASE "I.' PER CITY OF NEll!'ORT BEACH STD. 181-L-B. ®--INST.AU. HE!. SroP PER DETAIL "c• ON SHEET 2. ®-CCNSlRUCT STANDARD CUL-DE-SAC PER CITY OF NElll'ORT BEACH S1D. ID2-L ®--CONsmlJCT COMMERCJAL DRIVEWAY PER lll:TAJL "A" ON SH£E.T 2. -· """ -· .. . --· •" ·--··-·.; -· ... _ -· .... ., .... ··-___ .. -----. ···-""'"' ...... -· ·-· • @)-PAllKJNG STRIPING. REFER TD PLAN SHEET· 7 FOR OCT.AILS. ©-=-CONSlRUCT LOCJu. !Jl:PRESSION PER CITY OF NE\IPORT BEACH SlD. 304-L @)-CCNSlRUCT R!:TAJNING WALL PER STRUCTURAL PLAN. 4 JOiN El<IST. WALL AT CCNSlRUCTION JOINT . .6s @J-: SACl<FILL PER lANDESCA~~ ~~~ PAVEMENT PER DETAR. 16 ON SHEET 19. ®-PA\'EMENT JOIN PER DETAIL 17 ON SH<ET 19. @-=-CONSlRUCT BROW Cl1'CH PER OETAR. 18 ON SH<ET 19. @-rt' CURB FACE ®'--=-6" CURB FACE @-CROSS GUTTER~~ ®--PROTECT ANO PLACE _/'-../-._A,_~ ,.,. ·-··"' ... ~.·· ·- A-A / I / / I ! ' ' .Z. -·- .,~ ; ·: '-; ·, ;" - . . . ~-~----~. ,,,.--~~ '· Cf) '-, .. J :?~~,~~~i/ GRAPHIC SCALE 20 I 40 I ( IN FEET ) 1 inch = 20 .tt. / END OF STA: 15 , ,1..:::~--""··;·~·'. ,., • ;--· __ ,..-· r .. J / ~ f "' I I (/) ::::, a.. (J) ::E Z<( <((.) ...J a:: a.. w (!) ~ ~o Q .....J ~~ (!)~ W- (J) a.. 0~ ~J: a.. (!) ~ J: PERMIT NO. SHEET_1_6_ OF 28 DEDICATION TO CITY OF NEWPORT BEACH ~= (CONSTRUCTION RIGHTS R~SERVED) ----- GRADING ANO PAVING CONSTRUCTION NOTES CD-CONSTRUCT 3.5" AC OVER 8'' AB PER SOILS REPORT. ~ CONSTRUCT 3.5" AC OVER 11' AB PER SOILS REPORT. @-CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L @-=--CONSTRUCT 6' PCC CURB AND GUTTER (lYPE A) PER CITY OF NEWPORT BEACH STD. 182-L 0-CONSTRUCT 6' PCC CURB (1YPE B) PER CIJY OF NEWPORT BEACH STD. 182-L 0---CONSTRUCT CURB ACCESS RAMP DETAILS I, CASE 'c," PER CITY OF NE'NPORT BEACH STD. 181-L-A. 0-CONSTRUCT CURB ACCESS RAMP DETAILS JI, CASE • I,' PER CITY OF NEWPORT BEACH STD. 181-L-B. @--INSTALL WHEEL STOP PER DETAIL '!;' ON SHEET 2. ---------- ©--CONSTRUCT STANDARD CUL-DE -SAC PER CITY OF NEWPORT BE'\CH sm. 102-L .. , ... ··-·+ I .I •I I .. I , . •" . ' ..• @--CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL "if ON SHEET 2. 0-PARKING STRIPING. REFER TO PLAN SHEET 7 FOR DETAILS. ©-=-CONSTRUCT LOCAL DEPRESSION PER CllY OF NEWPORT BEACH STD. 304-L @-CONSTRUCT RCTA!NING WALL PER STRUCTURAL PLAN. @----JOIN EXIST. WALL AT CONSTRUCTION JOINT. @-BACKFILL PER LANDSCAPE PLANS, SEE DETAIL 16 ON SHEET 19. ~ 1' SAWCUT, SMOOTH FEATHER AND JOIN EXISTING A.C. PAVEMENT PER DETAIL 16 ON SHECT 19. @-PAVEMENT JOIN PER DETAIL 17 ON SHEET 19. @-=-CONSTRUCT BROW DITCH PER DETAIL 18 ON SHEJ:c, 19 AND RETA!NING WALL SHEETS. @-r:f CURB FACE _,. ·--,, •' - ,. ' , - @---~• CURB FACE \ . / ) ./ .. // .. ··--~·-· •• ,.,.-[! L1 r i ---- l • / / ! / / ·f''.{,\'···. . • ,'.•' -.,;__ ' ; • • ..... , -· 21 C SS GUTTER PER CITY OF NEWPORT BEACH STD. 185-L SEE SECTION A-A ON SHEET 16. 22,,--1RUCT 12" WIDE X 6 DEEP C @-CONSTRUCT 4' WIDE X 1 1/2" DEEP CONCRETE V-GUTTER PER DETAIL 23 ON SHEET 19. @---CONSTRUCT LOCAL DEPRESSION PER DETAIL ON SHEET 15. ®-CONSTRUCT RETAINING CURB PER CITY OF NEWPORT BEACH sms, AS NEEDED, BASED ON FIELD CONDITIONS. @--INSTALL 5' PERFORATED PIPE SUBDRAIN @-CONSTRUCT 36" WIDE X 1 1/2' DEEP CONCRETE V-GUlTER PER DETA!L ON SHEET 19. NOTE: SITE OF FUTURE HOAG HOSPITAL OUTPATIENT BUILDING. GRADED SLOPES LESS THAN 2% ARE TEMPORARY. EXCAVATION FOR OUTPATIENT BUILDING PLANNED FOR NOVEMBER 2008. / ··..: .-" I '/ ·1 -· -. I . ' /:_ CROSS GUTTER SECTION A-A N.r.s. -<-- _,,,;.:----- / i ---...., ---•. ------"\··' / / -·~~ 0 ,. ,, ,.,- A.C. PV'T. .. --..... -· ---,,..-~---~:-'.'"".'.'. '• ., ; . ,:, ; . -: ----- 1% .-. "" , .. . •.. ~ .~');: PROTECT iN PLACE / I I :" I ' . ' J I GRAPHIC SCALE " --; ( IN FEET ) 1 inch "" 20 ft. _L "" . _, . \,.,' • / FL 15-, 85. 82 • I ... \"._ .}·,:: \ ,' Rev;-..,,! R,., ., ...... ~ c.,,.,J;.-,,,,....., '-<.. wi't\\ fh.e ~n} t.s[Cib • ~-f<7'>',\:"':t" "$/z;/07--0 \,.: "' I 15 • • l r--~PE-R:-M-IT--N:--0.---. i r--------.1 SHEET 16 ~ OF 28 l " 0 "" -1() / ' ,---'\ i ···.· ..... ·· .. ···.···•······.·✓•··•···• .. ~ ...•. ~ .. ·~ .... ·.·· . .-V·-:-·: __ _. __ . . ' ' . . ., , .. ' . s+oo 12" MIN ' I 18"x18" BOX ,-r=1 ~ I _j • . l · , i [ • ! I cJ ( ( VERTICAL PIPE CHASE (FN~~sc!UTURE UTLITY ~v ' ' • -· . . . ' '. ' • ' -. • ,i: Ee • "' .-~-· . ·' ' . ' . . .. . , •.•• -....;....:·_ PROPOSED GROUND. CATCH. ~INT •. • •• . .. ' . ., .. ; .... · -' • l'ROPOSEO BACK ilRAIN. LOCATION •• PROPOSED PIPE CHASE LOCATION. ( 5+oo BACKFILL EXISTING GROUND -------L~ -I J / '1 i I ,,1,··, .,~p RErAINING \I/ALL AND PIPE~~:_ r// BEHIND RETAINING \I/ALL BY,-• I ( STRUCTURAL CONTRACJOR: , I ! .. / / 1' l 1' 0.5' 6+oo BROW DITCH PER DETAIL "18" SHEET 19. i 0001 00 LIVE WATER & ELECTIC LINES TYPICAL RETAINING WALL SECTION A- NOT TO SCALE • '. . . . . . , ' .. • •.• ,. . :>.r-.:· i:L_ •• .. ·~· • .. · •. • iii" PROPOSED BACK DRAIN LOCATION • 7+oo 0 - ]..EGEND PROPQSED FINISH GRAD:)E • AT TOE OF WALL • • ' ' . • .·< \ • FINISHED GRADE FROM PROPOSED GRADING • TRIM/REGRADE BEHIND WALL GRADE BREAK TW • TOP OF WALL BF FG PROPOSED BOTTOM OF WALL FINISH GRADE @ BAOK OF WALL 8+00 20 0 t::-:- 10 I «). ,... UJ r./J I w z ~ ...J • •. • .• ··.\·.· •. • . . ., . '' . : • '., •. ··; ·' • ,.,_ .. _,··: '_' . . . . . . .· ··1· .. . . . . . . .. + 'SOIL NAIL WALL' AND SACK DRAIN PSI sef>ARATE ~ Pl.AN· ANb PEfiMi'!'. • ' .THISl'I..AIIIISFOFIOEOMETfllC.LAYOOfONLY. GRAPHIC SCALE NOTE: WALL PR0Fll£ . Wll SE iNSERTED . FRQMPB@A. • SCALE: . HORIZ. 1/ERf, " '° BO : ____ __,! I ( IN FEET ) 1 ino-h = 20 ft. ~ cr: 0 a:: 0... _J ~ (!;I z -z - ~ a:: Cl) ::::, a... oo:?E z <( <( 0 J 0::: a... w (.9 3: ~o Cl _, ~~ (.9 ;5 W-CI) a... c3 ~ ~ :r: a... (.9 c§ :r: PERMIT NO. SHEET 17 OF 28 20 3+oo .• fi! .ljl$ •. ... 8~ . • ····.;I:~····· . . . '. . ' ' . :-< ... -_· ...... • "' • ••• PROPOSED (;ROUND CAIDi POINT .• • • • • PROPOSED BACK ORAi!!! ~OCATION _ll_OTTOM ~F WALL EXCAVATI()t( 4+o0 5+00 ,..-PROPOSED Pl PE CHASE l.OCATION APPRQXll,fAlE FINISHED .SURFACE 6f00 ~ --~ ------.._ ----.; _. _--.,_ ~ -"-~ --~ -_ ~ __ r~P~~~RTY LINE --• .--•. .. . NOTIFY THE CIIIL ENGINEER IF WALL Al!ICHO~/ -.;. • •• . ----. -·;_; •• ~-7': _ -~ /ARE EXPECTED TO PASS THIS PROPERTY LINE. ---: __ --_ J -• -. . ' . / • . .. ···',· ,.,.--,"' --... , "" •.. ,r PROPOSED BACK DRAIN LOCATION •• . . I ·.· ... 7+oo --~--~ • Je r :· •· ....... • . ·.-" ·~· . --.,, _ _ · ·7 (CONSTRUCTION RIGHTS RES . RVED) ~ ' ~ ····--·---.... ,. -,. ----/. --· ( ."CC3CC+1"'"7.cc79===- • / llEGIN BROW DIW.H \ \ ,,---BASE I.INE•FOR WALt IS 1'HE SAME AS EXISTING .flASE LINE .. "(°""•.:-;. ,-·-·_'::;, ·•······ l>I:2l~r-~-j~~~~f,;lc~ WATER UNE & UTILITY TRENCH STATI-ONWG" .-------,: --. • ·<-'"'':' -. •--,,.,._ ::-::.. -~ ,/ - CATCH PO.NT - ---'--- ••••• •• •• •.•. l[GEND· .•.•• -· 1RIM/RE.GR,DE S8Hll•ID WALL· • __ TOW-·TOP OF :-WALL BOE PR0~0$ED BOTTOM OF W,ALL FG. -flN1$J~. GRADE -@· BACK :OF WALL. HiGH P:)iNT · LP ·co ... ,-·· I w z :J I 0 I-<( ~ 1·· ~~~~L-:--1 L 'THIS PLAN IS FOR ~ LAYOUT ONLY. . I . " e+oo 9+00 M~-. ... . . • / ~~M!FEI.O~~ SCALE: •. . · ·1 HORIZ. 1" • 2!f · --VERT. 1"' = .1/ '-------. OJ ___ ....... ,.... Iii I (/J ~ l'll'SiiA!ENOTTON!"~INNMWA'fe • --------/ ~~~~]_--~----- L GRAPHIC SCALE m ~ oo _____ '-: ---: _____ ~j ( IN FEET ) 1 inch = 20 ft. .r " '" • s21e1 '") l 12-31-06 ~ / V\\. *¥ CA\.~~ ~ ~ ~ "' ~ ,_ ~ l:i ls;! ~ ~ ~ is " 1 ~ I:':! i::S ~ ~ iii SJ ,._ <.:, ~ ,_ is (/') 0 is __, ~ I~ Pl cl'! ~ ~ ~ ~ o'.: ~ a so! ~ ;=_ <C '"" I ~ "' ;ca! ;ca! !l: al <C gJ ""' "" ~ ~ C'.\ § ,:! ~ al lli ,_ 1-. ~ i:i 0 !t r::, C'.\ g; so! I:: ts <3 5 ~ l ~ le!:! '<> ~ ~ ~ ;§ -I i - I'--. <o .,., "i"" d a,: -! ! 0 ' &;J "- :ii! "' 0.. -< ~ ~ ~ I:!! ~ _J ~ ,._ <( I f-Is! Ci GJ:i: I~ 0.. ill <l (/) i 1~o J' 0 ""at' ;· . -,-" '-' 0 ... a::-~I~ ....J~;J;. lt0 -"' . ~-.. ~>-•• oi""'" g<e i ffi ~ ~ ;:I !.::, ~~ w f--"" ,i: ~ w (.!) {2__ z a:: w w ~ i 0 0 (/) "' ~ i (X.) Ct, C, I 0 \Io~ -"' :-i C'\11' I -,.,, ' "' :)i r.'..._ <5!G~ - :•1:H (/) ;,;-l..;"-1-I c§ 63 :.::e <I)::, if "' . ).ls! -"' I . {.) -'-1... iii: 0 (;~ . rj 4-io(O "' 1' 0 ;:i IJ.J~ "~. •-I ' .t .. O 1()1'-"'lki~ . ~ (/) r--;,: O)' "' :::::ii.,._'{f-., 0 l t'-Je w <j "' >' ~ G:i al :::, 0 ~ w ~ I a. w § a:: a. ~ " ~ • ~ j; . ~ 0 " ' "'-~ ID • ~ " ~ ~ ~ 0 ~ 0 0 7 • C s ~ ~ ~ 0 ,, .. 0 I, ~ ~ < PERMIT NO. ~ ~ SHEET OF 17 28 " ~ < 0 7 ~ Q ' 0 ~ :;. ~ z ~ < ~ 0 / " \ \ "• ' " .• • <' ' ' ·.~··.·•··· . . . . . en ' -v' PROPOSED. FlNISH GRADE· AT TOt Of WALL • --PROPOSEO BOTroM Of RETAINING WALL (PROP. FINISf/Ell GRAIJE -MIN. 11!') . . . . . ·: fe: • • • . !!I •· .. ••• ·;····· . . . •• "' If ' ti . . < PROPOSED RtfAINJNG WAU. . · . (Pt GROIJNP CATCH POINT + 0.5') •• • EXISilNG GROiJN10-·. --::--c- \ STA 11+68.06 3·· "t r • ..• \ •· 12 •.. • . it Iii '· - . . . · .. ·•. ·I ' . " ... I·· { .. ·.·.·~ l I I l I I I I • / I .. •• .. • ... ·.•·.·• ..... ·· ./. I PROPOSED BACK DRAiN lOCATJON--~w;-{.. ~wi,),~ ·• . • • • •• • • \'V~L,;4,V . . . I • ..• • .. • ... · •. • ·.. -IP.· . -~\1iJ : . • ·• •• . •• • • .••• • . . .. •. ••... . . •·· •. • • . .· · .• ·. • .· j ·5~1~~ .·1 .··.·.· .. ··. · .. ~ I PLAN REVlEVv' , ~.J A-ri are ·to1.md to M in & •bs ina, t'hese plans have boon rwiewo:u c:ui.., ~ dopt€rl'cy Ciry of compliance-with t¾ appf~ grading d,'jjj~~ "BWil i~sua~ce N!W,"""\'t Beach Aj:)proval 1.s rw..:ommar. , t' ·' . ,, • , bv ., p'icable Cit,' ~ents ann ager,rnes. per.ding approva.1 . i;l.il ap 1 " r at a'l p!sns spedlicalior,s and The pi;,,m~!es sha~ ens~~~·-...t • '~"1,',.,,m,,..., ;..., 8,i: resr>OO.S to !he "'• r.dutted nrn=,uaf "'•-w P'f ·" • " Constru ,1011 co , . »:.. h, oomm~,r,c\ng coilsti'JC!ion 1,..,...u,.,,"te codes ahd OOYt'\oooo; anu '-'Y • . ._ .. , !'ants "W"'"..,.,, to release anct inOOmniiyCity 1:1.fld it:, C<.\l,S!.J' ' there-under, agrees • . ". . -fue m..'lletsd work from and aga.'flSJ. any code violations rn , co.,,, v -•· tl1 cl nerrml hasa.d oo approval cl these The issuanr...B or _ipan ng 1 a"' v'!Olatron cf tha ~pplicabh,1 oades Plans s!",eJ! not a:1ow or approve any to • e auihor\fy to \/iolaro ot or o~r:aocee _N_o permoi it ':5= or :inanro shoil b£l 'Jalid, canooi the prov1S1ons su BAGAHI ENGINEERING !NC. sv· ,/ _,__ . .v--...' °" ?'---......-,,...;; F= " t.a : . . . . I ' .... l •11~ . • ;: : . -, . I Iii Its ~, GRAPHIC SCALE 10 : " I ( IN FEET ) 1 in-ch = 20 i't. -.,'. ... J. LEGEND INTtRIM DRAINAGE -,-. --- FIJfl/RE DRAINAGE Mroif!CATIONS • UN!l£R SEPARATt PERMIT FINISHED GRADE FROM PROPOSED GRADING TRIM/REGRAOE 8EH!NO .WALL -rw GRADE . BR.EAi< TOP OF WALL BF • r'ROPOSED eorTOM OF WALL . FG • •• FINISH GRADE @ BACK OF WALL. ···/~· •• •. · -• • . • . 1 ·~ARA~~~°=:Lr. ·I L 1lils Pl.AN IS FOR~ l;AYOUT OM.Y. I -· ~---:---------:------,-__ 16+oo " j NOTE: WAL[ PROFILE w1.1. /JE wsrnrw fROM P8@A SCALE: HORtZ. VERT. or ( (E w ....J -LI.. 0 er. c.. ....J ....J ~ (.!) z -z -~ w a: PERMIT NO. • SHEET _1.=8_ OF 28 \ \ • ···•·· .. •. >I ~!ii···•· •.•. ·. i !!!ffi . . . . ;,;; !;;;ti . . ··., ...... 1,·· .... - . . . ·W --. . . . . ,. ' ,. . . ' ·. ;· . . ', ., ' ' ' . ' . . '. ' '. . ' . -., . ' ' • -' . ' . ' ' .. ,' ' ., 10 -~··· ! _.'·-•-··-·-~---·· W+oo ,..._ )' • ' .,, ·: . ··, ' ,-: •. : • ··: :::.-·:::··_·:·:,f~< / ii; • :i ... i PROPOSED ANISH GRADE . AT TOE: OF WALL . ----:· 11+00 ~ BACK DRAIN LOCATIOr-t -. ,r,-,,.. 12+00 • ) > J:ir~-~~ ~ 1 ·.. ~ -[ _ -------""·••. --__ .,. w ~ ----~£ ___ •• ---•. .... --' ... .,____ -•• ••••• --J. --.. -.. . ' ,--• -/ " -·· .. , • . . ~ ,,_ .. - .., $ _.-·· CONSlRUCT I BROW DITCH • •••• • • I /'.i'Cc',~-.. _J •• -=c~-1. ....• WAtL· • AiN SYSTEM . (SEE. DRAINAGE PLANS) (. ,0 iY . ; . I I I / ""1' ·tic • K; trii I& -.. ' . . . '' -' ' '' •_, .. ' .·" : -!":"' . ; : .• ' ·_ • . ·Iii ', <". ;.c _· Iii .t, .·• ACK DRAIN LOCATION ... :~t.et~J· w . . APPROXIMATE ANISHED SURFACE BOTTOM OF.WALL EXCAVATION·7 14+oo -._ -,,\ GRAPHIC SCALE 20 4<l t: : ( IN FEET ) 1 inch = 20 ft. " ' • . •• 1M}it-CK DRAIN LOCATION -TRIM/REGRADE .BEHIND WA.LL b GRADE BREAK TOW TCP OF WALL · •.. BOE PROPOSED BOTTOM QF WALL FG . FNISH GRADE @ BACK OF W,'ILL HP_ LP LOW POINT . '$OIL NAIL WJ,JJ,.,' ANO BACK DRAIN PEfl •• ·l . $EPAFl4TE ~ Pl..Atl AND PERMIT.· . . .• .___,11-11S-"--·-P1..At1_··~· _IB_FOR_ .. _aec~.··_ll'ETRIC_. ·~-· ..... u __ YoU1'c_. ·-·· .... • ~9NL_Y_. c..Jj. • SCALE: HORIZ. 1• = 2!f VERT. 1• = 4' 15+oo --PROJECT UM!f,S •• "' I ·-··--_·,.-- ONCOLOGY CENTER (EXISTING) . . / <~ ")")~ . 52787 > ::o - 12-31-05 / I _J >- ~ ~ "' >-I 1/-l !s! "' ~,:1:; i a_ <i< "' (/) "'u 0 <>a: 3:;: ~.!. 0 ~; "" '-' a::I !ilfil w _J I-'~ .. ....!~ . a..0 ~ .... 0<( Q:::' 0 (/) -! w oc: c:i -'O ~I w ·Cl ' • a:: w i 0 ~ 1~8; a , I.CI'<; ;::I~;-.;: ::) 0) rZ -i. --( ~ 010" (/) ;,;, W" l,tjQ: ::ze '$ "'::, ct:" -c:: g );_~ ½-10~ fli~'1~f,l :t rJ._ ~ 1&3~ (/) 11-'~o, ::, . (.,) ,-. ~ '"''- " ;;.; I! a:l Cl w a:: < a.. w a:: a.. Wr--~ tf.'l C) z w ~ 1il (./) ::, a.. LU -' -u... en~ Zed'.:: < t) ......1 0:: a.. w C) ~ ~o 0 ....J 0 ex: a.. -' -' ~ C,!:i z -z ~ ex: ~~ C)~ W- CI) a.. 0~ ~::c a.. C) ~ ::c PERMIT NO. l!l I -"' I "' - Ii! ~ "' "' il: ~ ..... . ;:!: ' "' "' w (j oi ~ .:i ::, fil (/) i is ~ " " ~ n---------1 ' I • SHEET OF 18 28 i ~ 6 .. ____________________________________________________________________________ ,;;;;;_..J,.. ___ _.7 • . •oN,~ ·( (i"' LE NARD f, (i ~• SEQUEIRA ~;;I'\ ! ~\No. C ·52787 ):, ~;,;~~xp.1~~_1/06 /~ :,afjf ~0,~CIV1Lv '4;,, ~/ :,_"?- ~~·~· i~ur-~Y -~---- EXIST. AC EXIST. AB VERIFY & FIELD ADJUST GRAD£ SAWCUT & BACKFILL WITH FULL DEPTH AC 1' , PROPOSED CURB ~ REMOVE: EXIST. AC & AB BACK OF CURB & BACK FILL PER LANDSCAPE PLANS CURB & PLANTER IN EXISTING PAVING 16 NOT TO SCALE 19 ,,,---REMOVE: SAWCUT PAVEMENT JOIN 17 NOT TO SCALE 19 4'-0" RETAiNfNG WAL J'-(/' II I I I I I ' I ' I 1'-lf' ·- -,· I ' \-'=/ EXISTING SLOP[ \_ SOIL BACKFILL I l -t Q,:t,,, RETAINING WALL BROW DITCH NOT TO SCALE I I I I I ' I I I I I I I I--I 18JJ i I TYP I I I I I "' • 9.oo) I C) I I I ' I lr) I I • I I I I ~ ' I I ~ I I I I I I I I TYPICAL PARKING STALL DETAIL NOT TO SCALE PCC GUITER 18 19 I I I ' I I I I I 21 19 I I PL VARIES 4.00' VARIES BERM _..--TOP OF BERM (TB) SIDE YARD BERM E NOT TO SCALE 19 ACCESSIBLE PARKING DETAIL A 7A • I I. 1 INCH = 10 FEET 19 ,,,..,..,.CCESSIBLE PARKING DETAIL B B 1 INCH = 10 FEET 19 RAISED CURB 91!4 feet Max ' 0-Post cap to be o ~ driven fit (typ) \ '....- I 0.25"¢ ~ Galv cable Pipe NPS , -2std i • ,, Meta! clam • ,, /~ -• •' . ' // • ' ' // -• ' ' t 1,}fi • ,, ~/ • ,, • _,., .. ~ r .... Con struct p.er Cattrans NO. 811 -47 except re spacing as shown. STO. 4" wt ~ "'"" "''"" /) ,q ... 4,a'MAX ....... ,q.,. ...... ·-........ Gutter FL dr SECTION A-A Typ intermediate span 47.25 .. Typ end span I .,! CABLE RAILING AT RETAINING WALL (NEW CONSTRUCTION) NOT TO SCALE New construction 12 19 EXIST. -~ TRffS C SIDEWALK 2' -----APWA STD._ D CARE CENTER RET AINI WALL SECTION r I ...._,,,__EXIST. ASP & GUTTER NOT TO SCALE NOT APPLICA/31.E PR07£CT IN PLACE EXIST. MASONRY WALL 4.00' 2 CARE CENTER DEMO SECTI CURfJ PAVEMENT NOT TO SCAl.E NOT APPLICABLE ~· . i;,!IT,t 2' MIN. L 12' J 1% - lo PAVEMENT 19 B , PROPOSED RETAINING WALL COGEN ACCESS RAMP SECTION C 1 57• NOT TO SCALE (Q) (Q) (Q) (Q) (Q) (Q) (Q) (Q) (Q) ©~ (Q) (Q) (Q) • (Q) (Q) • TYPICAL Pl.AN .2" HT. ' :.!"!!!!!"!!"!"!!'!'!!!!!!"!!"!"!!!'!!!!!!"!!"!"!!!!!!,,~,APED EDGES WHERE TYPICAL SECTION A-A EXPOSED 19 ~ ·-;{;;_vt.J§.'{) :S,/JT If ~ .... j I i ~ !E 0 0. le -< ... z ~ ~ ~ l:!i Q 0 ~ ., 0, ~ I -o, -0 ~~ ..., j::: o, I ct. ::, " -g <(N u" ~ 0,-t.,j'f- fil :,:~ ti '$: !!:l Qf ~ lt! (.) G• ii: &1 O<o 1:5 r:i: ..., ::s ~ o,,, ~~ " I::! @N ~ J-C "' !!:l _i i?l (.) "'~ i.j c.j 0: ~ GJ § (fj ii! < ~ "' ..., 9 ~ -------! PERMIT NO. ;; ! TRUNCATED DOMES ----·-----I 70 SHEET 19 I NOT TO SCALE 19 OF 28 i L,..------------------......JL------------------------'1...---------------------'-------------;.;;._;;;;.._ ____ .....L,. ___ _,::,. -N .&. 2' 6" PAVEM£NT CONC TOE: DRAIN 12" CURB TOE DRAIN 22 NOT TO SCALE 19 .&. FL -d < 'I,:, LI q ·d .. LI _ _L . 4' CONCRETE 'V' -DITCH NOT TO SCALE VERIFY & FIELD ADJUST GRAD£ E:XJST. AC"\ EXIST. AB SAWCUT & 8ACKF1LL W11H FIJLL DEPTH AC 1' 4 ·. ,..,-. . si: ... •• :· ~ . :. . ~ ., , ·. a : . .-. , , . . , . " . PROPOSED CURB --' RcMOVE £XIST. AC & AB BACK OF CURB & BACK F1LL PER LANDSCAPf PLANS CURB & PLANTER IN EXISTING PAVING 16 NOT TO SCALE 19 SAWCUT Do PAVEMENT JOIN 17 NOT TO SCALE 19 ~ RETAIN/NG WAL -PCC GUTTER SOIL BACKFJLL RETAINING WALL BROW DITCH 18 NOT TO SCALE 19 I 18" l)'P I I I I TYPICAL PARKING STALL DETAIL 21 NOT TO SCALE 19 L - 9.00' PL VARIES 4. OD' VARIES _.--TOP OF BERM (113) 2.00' 2 11.'.. I ;;@;;.,..I / ~ \' 2%M/N. "--' --~ DOSTING SLOPE SIDE YARD BERM E NOT ro SCALE [XfST!NG TR . AIL[Rs ---- ff:R CALif"ORN. 5£C7lONs YA 8/J/LDiNG CO!), 11278.5(8) ~;J:Js.B.5 ANO '£ ' 118-4,(1-3) 9.00' 9.00' -- 9.00' 19 - 9,00' I _J ACCT:3StBl£. PARKING DETAIL A ---1 INCH = 10 F~ -19 NOTE: SEE SHEET 7 FOR AODIJIONAL DETAILS:----~ - 6" RAJ £D CURB I I. LE S MUST BE: I " MIN @ ---- I CCESSIBLE PARKING DETAIL B 78 1 INCH = 10 FEET N : SEE SHEET 7 FOR ADDIJIONAL DETAILS. • .,...,., • "' .... • .. , Gutter FL / J,-SECTION A-A New construction I 47.25" I lHl" Mg~ ' I• ., Typ intermediate Typ end span span CABLE RAILING AT RETAINING WALL - E:X/ST. -~'7 TREES CURB 2% MAX. 2% MAX. S/DE:WALK WALL E:XPOSfD HE:IGIIT 2' CURB ----APWA sro. _ CARE CENTER RETAIN! WALL SECTION ___,,,_DOST. ASPH , CURB & GU . U11UTIE:S NOT TO SCALE NOT APPLJCASLE PROTfCT IN PLACE: CARE CENTER DEMO SECT! NOT TO SCALE NOT APPLJC/1.S e fil CURB TOE: DRAIN PE:R /JE:TAJL 22 SHEET 19 PAVEMENT PROPOSED RITAINING WALL 2' MIN. ' "' 14' WALL LOL I (CURB & GUTTfR PAVEMENT TYPE A COGEN ACCESS RAMP SECTION C NOT TO SCALE 19 TYPICAL PLAN "".!1-..!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!:s--'1APED EDGES WHERE TYPICAL SECTION A-A EXPOSED (NEW CONSTRUCTION) 12 NOTTO SCALE 19 TRUNCATED DOMES 7D ) < ~ ll--,r-t--t--t--t-+--1-11 -~ ~ 0 ,ii I co ~ cl ... \ -z, "' -~ ~ !!i "' Q 0 .J. I >- i~li .. ! ;; sl:t ~c, ;~ f5~~;c ...1< i !-~·,, IJ.I -~--Z, ,(<.l ~ C> , ~ ffi (I) i ...I .Q .. ;,: .. · 0 (I) 8 ( l!l ~ <cc, I -o, -0 ~~ "1 ;:: ol, :::i '"..l -g <(~ ' 0.,-.. Ii:!, "' ~ "1"' c§, :a:e ~~ "' a "' e >-* ~ g:ll 4i it ~ cS.,, ~rt " g ~~ ~ ~ o,' ~ -" "'e L,J " (j 0: ~ ~-m ::, I I-~ iE a. ~ Lu a:: a. -J PERMIT NO. • SHEET 19 OF 28 _ -----NOT TO SCALE 19 ---------------------ii....._..,;;,,.;,;...iiiiiiiio,, ______________ .__ _________________ ,L_, ___________ .;;;;;;_,;;;;..... __ .;;;;;;;..._,.__ __ ___.6 \ TOTAL-SY$TEMOPeRAnNG \/\/EIGHT-1'Z2ilO L!IS I,-------------30 ct,-----·---~ .....,. '"MP& GAC GAC ~ le---~ """';""'' Adsorber Ado~er v ' Maxlmum Proceea Flow: 100 gallon& per minute -Effluent 10 Stromd!llln STORM DRAIN TREATMENT WELL NOT TO SCALE GRAV!'.L BAG (1 WIDE x 2 HIGH) BURY BAG Jfi BAG H£/GHT OR PACK TIGHTT. Y ON ASPHALT --~FL=o=w...,~ --- STAGGER BAGS GRAVEL BAGS (1 WIDE X 2 HIGH) NOT TO SCALE D 20 -,.i::, 7\ A 20 4 1 I I --LQ.I ':S'~ ~'v " q'<-q,. SET TEE SECTION IN WET..J CONCRETE FOOTING & TROWEL INSIDE TO DRAIN STD. CSP TEE /;#4 REBAR, WELDED r 2• WIDE STEEL STRAP WITH 3/8" BOLT 35" DIA. CSP 1 /2" DIA. HOLES, 12" 0. C. AND STAGGERED 8" MIN. TO 12" MAX. Mt~T GU:TE TYP. -.....,...-f/'x6"-W1.4/ , c,f<•• •'lot~•• t> "47 ~, 1.4 W.W.M. " (> ::..... • I ;'-I ,i .. <l •• ';<I • -·, •: • A ~ "' • V ., 1>. I:,. t> . -sJ C\l t ANCHOR BLOCK MIN. S SACK/C. Y. CONCRETf. OR Mf.THOD APPROVE:O BY BUILDING OFFICIAL CSP RISER & DRAIN PIPE DETAIL B NOT TO SCALE 20 RATTLE PLATE DETAIL C NOT TO SCALE 20 STORM DRAIN CONSTRUCTION NOTES ®--=--CONSTRUCT FLOGUARD SIZE AND 1YPE AS DETAILED ON STORM DRAIN PLAN @)-STENCIL "NO DUMPING DRAINS TO OCEAN" ON ALL CATCH BASINS EROSION CONTROL NOTES ON C (EX ®----INSTALL SINGLE ROW -2 BAG HICH GRAVEL BAGS PER DETAIL A ON SHEET 20. @-INSTALL CSP RISER PER DETAIL B ON SHEET 20. @--INSTALL STEEL RATTLE PLATES (2 ROWS) PER DETAIL C ON SHEET 20. @--INSTALL CONCRETE WASHOUT AREA ~ INSTALL TRUCK WASH AREA & INSTALL DEWATERING TREATMENT PLANT PER DETAIL D ON SHEET 20. Li:, I ®---INSTALL DEWATERING COLLECTION & PUMPING STATIONS. i NOTE: SAMPLING WILL B£ REQUIRED PRIOR TO DISCHARGE. POST CONS[RUCT/QN MEASURES GROUNDWATER SAMPLING STATION CATCH BASIN FILTERS GRAPHIC SCALE '" i ( IN FEET ) 1 inch = 50 ft. LC TE Tit 200 I z ::5 Cl.. z 0 j:: z w > w a:. CL a:. w I- ~ :E a:. ~ er., ca ....J 0 a:. 1-:z 0 u z 0 -er., 0 a:. w en ::, a.. en~ z <( <( (.) ...J 0::: a.. LU (.!) s: ~o 0 ....J ~~ (.!) ~ W-en a.. 0~ ~:c a.. (.!) ~ :c PERMIT NO. SHEET 20 OF 28 ; . ,: \! ,' ~ ,, '-·. --' ,, / / .. ·/. ···-. ·:'. /. "-C. •. ,/"> ; /.·· ,-.,. ; . -_-_ : • -. _,, .. ,. --· I \ & TEMPORARY I "-C. I I . . •.. ·. . • ·. ~~ . _ I -~ . I . ... l , i r •• • ••• ••••• ·• • • • • ··•·•·. • • •• •• . , -• •• .._ .. · .. • ... r .·• .. --.. ·· .. ! .::-__ f--••. .1 , , • I \ 1./.••·· •.·; ••• ,.·. , \l~/lflf!,SfJ}~.1/f('f. •1 .. ·• 1 1 •• • r---1· ' NI---• --~ I / ' i ' I -----• •• \ >\ i• / / { • ✓-·.·•<.· -· ...... -- .• .... ..;. :. ;/:;;,,f ••• ~---~""'. --·-;;;;;;· ~;;c- i4ll ·. . • f:X1sr. TRA/Lf::Rs -HM![;r ·-I -.. --:,: __ ~ ,,;.__ 1'7'!~::).. _--:------I_-.:=--...___ I • "C ..__. ----,-.. _,------... -. ----r_~-~ ~ •, --~' ' , • .,·.•.-' ... '._ ~---~~--""'" --._ :-1--~·, .. _ -__ ... ___ c_-.'./_ -,,. ,·;·_;"·-·. -·_ .-__ .--,,.,.,,,,,_ Mkltr\tJl'r'I ~ Flw. 100 911 mr;: pm mint.llf.! GAC GAC Adoorbor Ai:lsorbe, T,.ota,j Effluem ta Strom..,,ln STORM DRAIN TREATMENT WELL NOT TO SCALE GRAVEL BAG (1 WIDE x 2 HIGII) BURY BAG ? BAG HEIGIIT OR PACK TIGHTLY ON ASPHALT D 20 now~"'??!e;;,z<'Z<'~~--~--+-------"" .0( ~ , "' --- STAGGER BAGS GRAVEL BAGS (1 WIDE X 2 HIGH) A NOT TO SCALE 20 -~ ·:-,q,,;...__ .-:_-··_: >i-:· ... ·._.,_ :::_:· .. ·.•· .. ,.:f'$e•~.-'~. -" ~-===~-===>-.. "-C,·_,\'--, ·•., ·,.·-,_,-::,;:/s:;1):.:·;~·.":~:oy· •. • :;;.;;.;, ":'---.. .,. . ~-~: ~ --• ~-~~.:-.··· .--c-~.· • .. ~ .. :: .• • ••• . .•· .• ""~ ~ .. • .;_;' .;..., -~-- 1 /r #4 REBAR, WELDED 2• WIDE STEEL STRAP WITH 3/8" BOLT 1/2" DIA. HOLES, 12" O.C, AND STAGGERED CSP RISER & DRAIN PIPE DETAIL B NOT TO SCALE 20 ' • ,_; . ·_ •', : _._,. " ' .. RATTLE PLATE DETAIL C NOT TO SCALE 20 I ·1' • ,._ ._-.--- @f+OGAR/) • , -. --.. -.. -~ ., . '• ,_. ONCOLOGY CENTER {EXISTING) STORM DRAIN CONSTRUCTION NOTES @-CONSlRUCT FLOGARD, SIZE ANO TYPE AS SHOV,t,I ON PLAN. EROSION CONTROL NOTES ®--INSTALL SINGLE ROW -2 BAG HIGH GRAVEL BAGS PER DETAIL A ON SHEET 20. @-INSTALL CSP RISER PER DETAIL B ON SHEET 20. @--INSTALL STEEL RATTLE PLATES (2 ROWS) PER DETAIL C ON SHEET 20. @-INSTALL CONCRETE WASHOUT AREA. ~~~-~ ---~~~--~ &_ ~ INSTALL DEWATERING TREATMENT PLANT PER DETAl~l DON SHEET 20 @--INSTALL DEWATERING COLLECTION & PUMPING STATIONS. '-".__,..,__,.._,,..~_.A.,'~~._,.__,.,_,,.._.,,_,r.J'-'~ NOTE: SAMPLING WILL BE REQUIRED PRIOR TO DISCHARGE POST CONSTRUCTION MEASURES GROUNDWATER SAMPLING STATION CATCH BASIN FILTERS GRAPHIC SCALE ( IN FEET ) 1 inch ""' 50 ft. 200 I I 0 z :;; ai f;l ~ a. w a,: a. z :5 0.. z 0 -~ ~ a: 0.. a: LU i ~ cc 0 I-en ~ ....J 0 cc 1-z 0 0 z 0 -en 0 a: LU (/) ::::, a.. (/) ~ z <( <( 0 _J o::'. a.. w (!) ~ ~o 0 _J <( I o::'. _J (!) <( w t= (/) a.. -Cl) Oo ~ :c a.. (!) C5 :c ! " ~ ~ I " 0 I 1----------li PERMIT NO. • ~ " v% ~ (',.,\ \ 1----------11 ~ o. s21s1 ;:r/1 SHEET 20 ;· . 12-31-,.)/ ;, IVl\,.{;f OF 28 i .------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.:!-!";'·';-:::~:.._J ________ J oc ,,. 6 l ' ' I ,. '··~ ' \ t ••• , -;;;~-.~::;:\,-~;,·;:·:: .. -____ -.....:_._ .. '.) • ~-~---------. ---•. , ---__,_, ........... _,,, --=----~~- /.' ,"" ----~ • ......... , ,; '~ ' ,? ,, ,/ Ir( < ....... ·----·~~-. .. -:..~:;t,-- --r''\ - -✓ I' ~_,,./ QJ -._~ ,• ;S. -·· ,•··. ·-. . FOR REFERENCE ONL y AT THIS PL~ ~ SUPERVISION , ~~"' -. f WAS ' ,.... ,., . "' .".''' , .,, ,, ''-,,:,_. . .,, . i 1· . -··~·- ' ' \ I • !, i . . LEGEND: NODE NUMBER SUBAREA RUNOFF DRAINAGE SUBAREA ACREAGE HOAG PHAS ANO PLAN PARKINEGR ~~1pus · LOW_ \~ ,\ if \ ~,,., \ ' \ 4),-< \ >~ ~:, :' .> \\\·::: . .,✓, • ' / ·•-1':".:-~r!~ ~ ·1 ,}v:f.' ',' ~· 1_; ,",.·-~--~~1!· .,_-::.;--• • ~---~ ,' ..... ; ,,f , .,-~~n .. ~-'. • ,n•, ,.. . . • . cf • ;. l!f,!, ~~,! H· '. ' • ·i r I _j "· • " SHEET I SHEETS OF_L_ 0 z 0... <C ~ 6 g 0 0:: ~ Cl) z -f-en ~ I (/) :::::, a.. (/) ~ z <( <((.) I _J 0::: a.. w CJ$ ~o 0 ....J <( 0::: ....J CJ ~ W-en a.. -(/) Oo w :r: 0::: CJ a.. <( 0 :r: PERMIT NO. " ~ :;j t,_j (j ai ., ; J . ' i ' ' ~~'- r:.·.::-: .. \~;~-_::"?- I • \ \ I \ . .<:'C:,,c, ,, ,-~,.~:t:.:::_:;;;;::. :, ""-"; .· ------------~:::~-. -~.,, ~ -..... -2.7~ " ... . ' . " ' . ----~ ~-x~~~~:' ' I I . i i l l .r • 1 ' • .! ! FOR ,/ / / / .r' ---__ ft ____ .,, V-· ' .,;:, ., • ONLY REFERENCE N WAS :r THtS f'LAII EBv CERTIFY TH~ •PERVISION 111 HER ' DER MY .;,w- ~EPARED UN "IL Pn i~-.., ~• ~-1y , 44497 DATE ---~ ~E '/' R.C.E " I i i I I ! ! !. ,. ' "\ \, !/ 1: • • . i ·o ' ,'p. > ~ ~ ~,-~ --,-• •. "" ___ _ LEGEND: NODE NUMBER SUBAREA RUNOFF DRAINAGE SUBAREA ACREAGE ' ···~+-~-. MAP D• ROLOGY . HY PRESBYTERIAN HOAG HOSPITAL G · MEMO~;~ • I • GRAOIN PH ANO· AN LOT PL. PARKINGR CAMPUS LOWE '), "" . ,/ ' ,t> i ,,,.s;;,••,;i •. w.fa}. '.).,:;,.) 'i"'c '+"H' .,_ ' _, • I .. ' • ' ..... .J '•i ·-,._ ____ ~ 5;)--:--: \ SHEET Of'_l__SHEETS <.o 0 z ~ a.. <( ~ [ij 0 .....I 0 cc ~ (!) z -t; -X w ,,.., 'SI- -i 9 g_>j f ,,. -< l(,J ~ 0 I ,,_ ~ Q (f) :::, a.. (f) ~ Z<( <( (.) I _J ~ a.. w "s ~o 0 ....J <( ~ ....J C) i::: w-(f) a.. -en Oo WI ~ (9 a..<( 0 I SHEET 2 __ 1., OF 28 i d ;,: 25 YEAR STORM LEGEND ,. FLOW FOR CONFLUENCING TRIBUTARIES TIME OF CONCENTRATION ~ NODE NUMBER 3 ')t xxj' xx TIME OF CONCENTRATION (MINu'TES) XX XX- PEAK FLOW AT NODE (CFS) ~ = SURFACE SPOT ELEVATIONS FROM STREET PLAN / APPROXIMATE ELEVATION IN PIPE ---TRIBUTARY AREA TRIBUTARY ACREAGE " I !11111 I GRAPHIC 50 I P£AK FLOW FROM 1997 HYDROLOGY AND HYDRAULIC REPORT BY DAVID A BOYLE PEAK FLOW FROM 1997 HYDROLOGY AND HYDRAULIC REPORT BY DAVID A BOYLE SCALE 100 I ,co 9 ( IN FEET ) 1 inch = 60 ft. 0 z: ~ :$-! 00 frl l 0:: a. a.. <( :E ~ 0 _,J 0 a: ~ C w er., ~ 0 a: a.. -0 ~ ~ -~ I ~ 0 Cl) ::) a.. U) ~ z <( <( u _J 0::: a.. w C!>s ~o 0 ....J ~~ (!) .:: UJ -CJ) a.. 0~ LU :C a:: C) a.. <( 0 :c PERMIT N 0. • © z: ii: ~ " ~ lw cJ ci SHEET 22 OF 28 .··~---- . . . 311 6.96 2.64 14.10 §& 25 YEAR STORM LEGEND R CONFLUENCING TRIBUTARIES ---. . ~,,._.;-:;7' nE 1 ~xxxx OF CONCENTRATION NOOE NUMBER xx I xx &FLOWFO -~ TRATION (MINUTES f.:!_J ,u I a TIME OF CONCEN XX.OD PEAK FLOW AT NOOE (CFS) ~ KISJJQ VATIONS FROM STREET PLAN / SURFACE SPOT ELE ELEVATION IN PIPE APPROXIMATE lRIBUTARY AREA - - -:::-..v--::,~ ...... ; Glv\ BMP UNIT NUMB: 0J SEE STORM DRAIN PL ~ I I lRIBUTARY ACREAGE GRAPHIC SCALE 200 I ,oo 50 , 2' ! I ( IN FEET ) 1 inch = 50 fl \ PEAK FLOW FROM J12 1997 HYOROLOGY AND HYDRAULJC • 32.5 REPORT BY 2JJJ/l DAV/!) A BOYLE fil1Q / \ ' ~ ~;~i o 52787 ); ' • '12-31-~/, C IV\\.. 'ii!--'~ ~ OF CM.I~ •' =- " <o lO 'St-~ -i ~ ;!; "' z <:C ~ If " es -I!/ z ~-- ~ < ~ Q PERMIT NO. • SHEET 22 OF 28 RISER CAP, AT GRADE, • WITH NO GLUE 2• PVC PiPE t x1' x2" PVC TEE '/ PVC PIPE- ff PVC STORM DRAIN PIPE I I VARIES Pi!R PLAN i /4-1•;.J·· -1T~1 r..r-_-_-~JF_BEY_.OND WALL PVC COllAR 0 ~· TRENCH WIOTlj_ I INSTALL PER CML ENGINEER'S PLANS t PVC PIPE INSTALL PER STRUCTURAL ENGINEER'S PlANS 2'' PVC RISER NOT TO SCALE H 23 CLEANOUT CAP-- 2% 4• CLEANOUT PIPE-, ff PVC STORM DRAIN PIPE -- I. PROPOSEDL I ,, . I RETAINING ; ~ I 'I WALL 'I I • i ~ ;,, " t WEEP HOLE ,-..___..l--cc.--·. }- -i ! I ---'--7-J l t ~ 4 i l I1o • .. , .1 I 2' i 1 I VARIES l;fR PLAN i .. ~ 1' BEYOND WALL 8ACKFIL;L <-------- 1. 2' TRENCH WIDTH • I INSTALL PER CIVIL ENGINEER'S PlANS INSTALL PER STRUCTURAL ENGINEER'S PLANS 4'' STORM DRAIN CLEANOUT NOT TO SCALE .. I 23 STORM DRAIN CONSTRUCTION NOTES INSTALL 'Z PVC, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL 15' PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL 15' PVC, SDR 35, WITH BEDDING PER CITY OF NEWPCRT BEACH STANDARDS. INSTALL 11f PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL 1t PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL 15' PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL Hf RCP (D-LOAD PER PLAN) W/ BEDDING PER CllY OF N. 8. STDS. CONSTRUCT 12" x12" BRASS AREA DRAIN. CONSTRUCT AREA DRAIN PER DETAIL _ CONSTRUCT J.S. TYPE 1 PER CITY OF NEWPORT BEACH STANDARD 310-L. INSTALL t' PVC, SOR 35 RISER, PER DETAIL "H" ON SHEET 23, AT 12' ON CENTER WITH 4" CLEANOUT AT 48' ON CENTER. INSTALL 4" CLEANOUT PER DETAIL "r ON SHEET 23 INSTALL 3.5' CURB INLET PER CITY OF NEWPCRT BEACH STD. 305-L. CONSTRUCT 1 t' X 12• GRATE. CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STANDARD 313-L. CORE AND GROiJT INTO EXISTING CATCH BASIN. CONSTRUCT BRICK ANO MORTAR PLUG. REMOVE EXISTING CATCH BASIN. REMOVE EXISTING STORM DRAIN PIPE. INSTALL 1'! X 1'/ BROOKS BOX FOR WATER QUALITY TEST STATION. CONSTRUCT FLOGUARD SIZE AND TYPE AS DETAILED ON STORM DRAIN PLAN STENCIL "NO DUMPING DRANS TO OCEAN" ON ALL CATCH BASINS LINE LI L2 L3 L4 L5 l6 l7 LB l9 l10 ll 1 L12. L13 l.14 ll5 L16 L17 L18 U9 l20 L21 l22 l23 L24 L25 l26 l27 LINE TABLE LINE TABLE LENGTH BEARING LINE LENGTH BEARING 300.00 N81'02'12"W L28 58.96 N13'47'07"w 3.56 Ni741'59''E L29 22.03 N39"29'53"W 32.00 N72'18'01"w L30 20.26 N38'36'2o·w 49.80 N56'45'18"W L31 107,70 N83'36'20"W 5.35 N61'56'36"W L32 5.88 N87'53'24"E 18.59 N61'56' 36''W l33 1.50 N87'53'24"E 22.00 N24'58' 49"E L34 1.50 N87'53'24"E 182.21 N82'08'46''W L35 128.54 N87'53'24"E 45,79 N82'08' 46''W L36 13.10 N47'06'36"w 7,69 N46'22'56''W L37 57.77 N87'53'24"E 12,00 N87'53'24"E l38 42.88 N34'32'54"W 160.07 N87'53'24"E l...19 81.04 N77.15'22"W 6.03 N87'53'24"E l40 38.91 N83'36'20"w 116.84 N83'36'20"w L41 94.06 N87'53'24"E 9.33 N11'24'10"W l42 137.92 N87'53'24"E 17. I 5 N11' 4'10"W L43 128,01 N87'53'24''E 85.34 N11'24'10"W L44 50.62 N6S54'28"W 7.83 N0Z06'36"W L45 138,73 N81'02'12"W 138.28 N1Z49'48"w L46 19.97 N52'51'14"E 4324 N01'29'17"W L47 73.38 N07'51'14''E 6.23 N01'29'17"W L48 7.33 N02'06'36''W 4.54 N01'29'17"W L49 7.30 N59'51'38"E 47.19 N11'04'11"E L50 91.68 N82'08' 46'W 137.88 N82"25'46"E L51 96.17 N87'53'24"E 53,98 N82'25'46"E L52 116.70 N01'36' 44"E 23.90 N0T51'14"E L53 92.20 N82'25' 48"E l3A5 N0751'14"E l54 20,04 N07'51'l4"E U"QFNP JS JUNCTION STRUCTURE TR TOP OF RISER fil TC TOP OF CURB I t : ~t:~~~---) , CB CALL BOX J ~._,A.._,,.- GRAPHIC SCALE 30 O 16 JO !!O 120 ~----;j __ '--1 ____ ~1 ( IN FEET ) 1 inch = 30 ft, :,.: ro 8 a:: <( ~ a. 2 5 a.. 2 -<( a: Cl ~ a: 0 I--Cf) Cl) ::J a.. en ~ z <( <( l) ....J 0::: a..w (!)~ ~o 0.J ~~ (!)~ W- CI) a.. -Cl) (.) 0 ~:r: a.. (9 <( 0 :r: PERMIT NO. w " g ~ " f 0 1-------·-------1 SHEET 23 OF 28 l ! .✓-- 1/ SOIL NAIL WALL FL 33.4 1-l ,--6~·-o_RA_1N_LIN_E __ 1-I._CL£A __ Nou_r ____ +-j ,_ 41!' MA)( -48' MAX. -3.5" AC 11 CLA • CALTRANS I SS 2 BASE, ! 1 BEODING I OR SLURRY~ l!; "" );i % ::i z • 0 "' F - PLAN VIEW NOT TO SCALE : 2' I VARIES --- 11- 11 4' CAP ~t--l sCONC. I I 1_,,,,,--4' PVC I 30' -I . >-: I ' ,- 5+00 cL_E_AN_o_u_r _ __,. I FL 15.8 48' MAX. ---• ' ' .; • •· .-" ' ' ' • • --. . . . v . ,.,,·. ',. / 4•".!l : ... ., . .. . , ,, : I<~< ,. .. . . - 2' I 1% MIN I .J- I \,2' PVC I -PROPOSED SOIL NAIL WALL .,,-SOIL NAIL WALL DRAIN < . '"" 6" PVC STORM DRAIN PIPE 0. ::,; 0 / ' '-' ,..., "' ,---6' MIN "' E 3/4' CRUSHED ROCK I . 24' TRENCH WIDTH. I 4" GROUNDWATER LINE CLEANOUT IN PAVED AREAS INSTALL AT 48' 0/C NOT TO SCAILE G 23 C/L 6" PVC GROUNDWATER LINE ~ l I"'---!-24"X24" BROOKS BOX FOR GROUNDWATER TEST STA 110N WATER QUALITY TEST STATION 2"x2"x2" PVC TEE 2' PVC PIPE _,..~ 6' PVC STORM DRAIN PIPE NOT TO SCALE I I PROPOSED-t---:::::-17:--1''-:-rT- RETAINING I WALL I .. ! ~ ~ 2 WEEP HOlE -r------._ ~ (OVER FLOW) i 7_ ~J 0 . ., . ·./,: :··. 4 •: • .. I VARIES P R PLAN 1 BEYOND WALL' I PVC COLLAR I -2' PVC PIPE I I l I I 2' TRENCH WIDTH' I ' INSTALL PE(< CIVIL ENGINEER'S PLANS INST ALL PER STRUCTURAL ENGINEER'S PLANS 2" PVC RISER INSTALL AT 12' 0/C NOT TO SCALE J 23 H 23 2" ------"------! I CLEANOUT CAP--2-:c-~I i .· . ' .] VARIES ~ER PLAN • -1 . ·' ', .4 . . . I 4" CLEANOUT PIPE ----i~ I I I I I BACKFl~L 6" PVC STORM DRAIN PIPE---1 I{] ! I I 2' TRENCH WIDTH' I I• • INSTALL PER Cl."1L ENGINEER'S PLANS 1" BEYOND WALL' INSTALL PER STRUCTURAL ENGINEER'S PLANS 4" GROUNDWATER LINE CLEANOUT IN UNPAVED AREAS INSTALL AT 48' 0/C NOT TO SCALE I 23 /:.. STORM DRAIN CONSTRUCTION NOTES L.,U @)-®-INSTALL 45? BEND, SDR 35, WITH BEOOING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL TEMPORARY CSP RISER. SEE DETAIL "N", SHffi 24. ®-INSTALL 8" PVC OOWNDRAIN AT BACK OF WALL @--INSTALL 12" PVC DOWNDRAIN AT BACK Of WALL. @-CONSTRUCT 18" X 18" BROOKS CATCH BASIN WITH METAL GRATE. SEE DETAIL 'L" & "It, SHEET 24. ~ STENCIL "NO DUMPING DRAINS T OCEAN BA ON ALL CATCH BAS ®-CONSTRUCT FLOGARD, SIZE ANO TYPE AS SHOWN ON PLAN. J ~ INSTALL t' PVC,~WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS, AT 12' ON CEN~ PER DETAIL H ON SHEET 23. J ®-INSTALL 8" PVC,~ WfTH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. @--:=-INSTALL 8" PVC, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. @-INSTALL 1 O" PVC, SOR 35, WITH BEDDING PER CITY Of NEWPORT BEACH STANDARDS. ®-=-@-/:..~ a::, ~ INSTALL 12" PVC, SOR 35, WITH BEDDING PER CITY Of NEWPORT BEACH STANDARDS. INSTALL 15' PVC, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. INSTALL 18" RCP (D-LOAD PER PlAN) W/ BEDDING PER CITY OF NEWPORT BEACH STANDARDS. GONS'ffiUCt 12"x12" BR,\55 AREA BRAIN. NOT USED. ®:::::::;, OONSfflUCf fflf.A DRAIN PER DCT,\IL _ NOT USED. 59 CONSiRUCT J.S. TYPE 1 PER C, OF NEWPORT BEACH STANDARD 310-L. • ®-=--INSTALL 4" CLEANOUT AT 48' ON CENTER (0/C) PER DETAIL "rJ' & "f ON SHEET 23. @-INSTAILL CLEANOUT. I @-::-INSTAILL 3.5' CURB !NL ER CITY OF NEWPORT BEACH STD. 305-L. 24" X 2 BROOKS CATCH BASIN . .fil @-CONSTRUCT @--CONSTRUCT "'cc,._N...,C,..RETE..,,..,.,.,CO~L"LARA.IPER CITY OF NEWPORT BEACH STANDARD 313-L. @-CORE AND GROUT INTO EXISTING FACILITY. @---CONSTRUCT BRICK AND MORTAR PLUG. @-REMOVE EXISTING CATCH BASIN. ®-ill @-CONSTRUCT SEE DETAIL BROOKS CATCH BASIN FOR WATER QUALITY TEST STATION. "' Ll ill !NV JS LOL 1 fOENO CLEANOUT IN\/ERT ELEVATION JUNCTION STRUCTURE LAYOUT LINE TC TOP OF CURB TG TOP OF GRATE TOW TOP OF WALL TR TOP OF RISER TOW WALL LOL 43.0 FL ~ ! J 2% 31.61NV _,..-WALL FACE BOULDERSCAPE 6" PVC OOWNDRAIN 6" PVC Q GlOUHll'IIA 1ER LINE :!a51NV - 6" DOWNDRAIN THRU WALL WALL STATION 4+50 SECTION A-A ,. ! NOT TO SCALE LINE TABLE LINE SIZE LENGTH BEARING L1 6" PVC 237.17' 0 •2'08' 46"E L2 6" PVC 86.76' S82'08'41l"E L3 6' PVC 107.21' N87'53'24"E L4 12' PVC 33.90' S43'39'09'E L5 12" PVC 19.85' N08'57' 48'E L6 6' PVC 14.11' Nrn<'57' 48'E l7 12' PVC 86.00' S82'25' 46"W LS 12" PVC 200.56' N82'08'41l·w L9 15" PVC 41.68' "' 1 '04'11 "w L10 12" PVC 42.94' N78'27'04'W GRAPHIC SCALE JO 50 120 I 1 I ( IN FF.ET ) 1inch=30 f-l (/) ::::> c.. en :E z <( <( (.) _J Ct:'. c.. w (!) ~ ~o 0 _J ~_:. (!) ~ W-en c.. -en (.) 0 ~J: c.. (!) <( 0 J: SHEET 23 OF 28 :ACH D) 6 co <( w w en I RIM: 46.5 INV: 44.0 / MENT PERMIT OTE: AN ENCROACHCALTRANS ~ REQUIRED sfJfirlON OF THIS PRIOR TO IN STRUCTURE. RIM: 43.36 69 INV: 40.86 ' I Pi ;, I 1 -------- 0- MH ---- FH ------- 50 60 L !_ ·---------7 -- ! -. ---. --------------. ----- I _,;----- __ u~sL--_ ------ ,_ I '>.• "-'i"•o <'> ,v l; <.v L "' <:. 4 T:( o ,v ('P L'l ,v ..,_ H A~.: E ~E?) Dv1; L· V'<>n.i-2 '<: S,. /l ~"-" T "'ti., ~ ~ MH .,Ji • lfQENlj TUR£ JUNCTION STRUC JS~ ~ TOP OF GRATE ~ , INV INVERT ( CLEAN OUT ..-, co ~~~ ~ ~v--v .. :,.,"QT BEACH STD. 185-L ~ ·v • ·G-U' "TT~'E'"R PER CIT'/ OF NEWPORT~ ----, ~,, ' RT BEACH STANDARDS. & ®---~~-"'"' ~ •= ""'" """"" DR 35 wrrH B OF NEWPORT OS "" ·,~.,., ... , ~·"'"""""'"""' ~--·~~,;; ,,,,.-'"" , "" -' "" """" "' "' ""' ... '™"" . ~ """ , "' s:, ':;, ._ ,_ "": : =-""" -= @-INSTALL 1 rt PVC, R 35 WITH BEDDING PER OF NEWPORT BEACH STAN t.l\_ -•• INSTALL 12" PVC, SD 5, WITH BEDDING PER CITY CITY OF N. B. SIDS. ~ 5' PVC SOR 3 , / BEDDING PER @-INSTALL 1 ; (D-LOAD PER PLAN) W ~ INSTALL 113" RC t' BRASS AREA DRAIN. ®'-"""""" :.' ""'" "' ""' --· ""'" ·-"':';, "'"' r;;;;-,____ CONSTRUCT E 1 PER CITY Of N ,,, ON SHEET 23, AT 12 ~75:_ CONSTRUCT J.S. 1YP ER PER DETAIL n ~ SOR 35 RIS , ,-;;;,,,-~--INSTALL 2" PVC, AT 48, ON CENTER. ,,,,,----"" , """"' = """ ·r "" "" ~ " ~. ~-, Q_ INSTALL 4' CLEANOUT , PER Cf!Y OF NEWPORT BEAC "" '"'"'"""' .., """ ®-=-INSTALL • t' X 12" GRATE. NEWPORT BEACH STAN @-CONSTRUCT 1 E COLLAR PER CIT'/ OF CONSTRUCT CONCRET G CATCH BASIN. r.;;..___~ INTO EXISTIN ~ CORE AND GROUT O MORTAR PLUG. ~ RUCT BRICK AN ~ CONST G CATCH BASIN. ®-REMOVE EXISTIN RM DRAIN PIPE. TY TEST STATION. r.;,.,___~ REMOVE EXISTING STO S BOX FOR WATER QUALi STORM DRAIN PLAN ~ 'l' X 12" BROOK DETAILED ON @-INSTALL 1 ARO SIZE AND TYPE AS ALL CATCH BASINS ®-CONSTRU;T FL~~~ING DRAINS TO OCEAN" ON ®-STENCIL NO D GRAPHIC SCALE OD i : ( IN FElt"f ) 1 inch ""' 30 ~ "" ' i (/) :::> a.. Cl) :E z~ :::i 0:: a.. w z (9 s ~~o ~C)_J ~~_:. ~ (9 <( ~ w !::: I-Cl) a.. ff) -(./) (.) 0 w :r: 0::: (!) a..<( 0 I "' w <.5 "' ~ • " , • ~ ~ ~ ~ 0 0 <:: • " • 0 f f 1----;~fTNC). 11 PERMIT NO. ' 8 ,.. £ ·a i I--S-H_E_E=T"--2!).4d I! OF 28 f ' , I \ ·. w 6 a::i <( w w (f) I w z -..J :c (.) ~ ~ fil 8" MIN. TO 12" MAX ~ --r ~ -------'-= -, _/ f-MIN. STD. CSP I I FLOW J J" G.UNITE I " TYP) TE:£ • T£MP PIP£ 1 5" ftx6 -W1 •~ ,-.,F'f --.---o Io L__ 1.4 w.w.1!y'1 · •~:-J.·~t~ .•;"".~! -'qo' --- \,.L ··~·-t / ~-~ "< \ ·• .. . I>., . I -"--_. _" ,,_· .s.J SIT T££ SECTION IN W£Tj \___ ANCHOR BLOCK MIN. 5 SACK/C. Y. CONCRITE FOOTING & CONCRITE OR MUHOD APPROVE:D TROW£L INSIDE: TO DRAIN BY BUILDING OFFICIAL TEMP CSP RISER NOT TO SCALE 13.2 RG fil LINE L12 l13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 N L26 L27 24 L28 L29 L30 SIZE 6' PVC 6" PVC 6' PVC 6" PVC 6' PVC 6" PVC 12' PVC 15' PVC 15' PVC 15" PVC 12' PVC 1'l' PVC 12' PVC 12" PVC 12" PVC LINE TABLE TEMPORARY 15" PVC TEMPORARY 15' PVC TEMPORARY 15" PVC TEMPORARY 15" PVC LENGTH 236.58' 58.58' 200.00' 150.00' 40.00' 145.02' 55.03' 91.31' 63.05' 46.09' 28.00' 14.50' 14.50' 128.00' 9.25' 18.26' 170.14' 20.98' 83.42' BEARING N87'53'24"E N87'53'24"E N8T53'24'E N87'53'24"E N87'53'24"E N87"53'24"E S02'06'36"E Sl3'40'53'E S41'07'25'E S56'06'50'E N 7'53'24"E S47'06'36"E N42'53'24"E N87'53'24"E S02'06'36'E S47'06'35'E N87'53'24"E S42'06'36'E S02'06'36"E EXIST UGI-IT: • C.O. 12"P 11.42 /NV . --·--"""" ~--·· . PROTECT IN PLACE ,· -.. /;' -' ' JOIN EXIST C.B. 6$ (RIM 11.7) (8.7 /NV) iEQEND CLEANOUT '-••. ·--- co INV JS LOL TC TG INVERT ELEVATION JUNCTION STRUCTLRE LAYOUT LINE TOP OF CURB TOP Of GRATE TOP Of WALL TOP OF RISER fil 40.92 row WALL LOL 39.42 FL lo .. 14.0 FS ==:::...c~ 11.50 /NV ~---f~12~'t._P,t,~~J j 6"11/N 6'1'11:0 CROUNDWA1ER UNE/ 10.2 !NV I i 2'.I. 48 .1.r.l 40.87 row WALL LOL MATCH 4B 4_1_E_x_1s.=T=FL=11 I !l 14.0 FS r® WALL STATION 14+00,,.---.. WALL STATION 15+80,,,,.--..._ w w (I) I w z -...J :r: () ~ ~ SECTION A-A NOT TO SCALE \WALL LOL K 24 TOP BACK or/ SOIL NAIL WALL -I 1-- 1' PLAN SECTION B-B NOT TO SCALE M SCALE: 1" = 5' 24 fil STORM DRAIN CONSTRUCTION NOTES INSTALL 45? BEND, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. @---INSTALL TEMPORARY CSP RISER. SEE DETAIL 'N", SHEET 24. @-INSTALL If PVC DOWNDRAIN AT BACK OF WALL. @--=--INSTALL 12' PVC OOWNDRAIN AT BACK OF WALL. L 24 :,,,..;:,,4,<, CONSTRUCT HI' X 18" BROOKS CATCH BASIN WITH METAL GRATE. SEE DETAIL 'L" & "M", SHEET 2 @::::.:= STENCIL NO DUMPING NS F OGEAN BAY' N LL A H S S. @-CONSTRUCT FLOGARD, SIZE AND TYPE S OWN ON PLAN. @--INSTALL t' PVC,~ WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS, fil AT 12' ON CENTEifi61ci PER DETAIL H ON SHEET 23. J @-INSTALL f5' PVC,~ WITH BEDDING PER CITY Of NEWPORT BEACH STANDARDS. @-:::-INSTALL f!' PVC, SDR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. @-INSTALL 10" PVC, SDR 35, WITH BEDDING PER CITY Of NEWPORT BEACH STANDARDS. ®-::--INSTALL 1 'l' PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. @-INSTALL 15" PVC, SOR 35, WITH BEDDING PER CITY OF NEWPORT BEACH STANDARDS. @:::::::: INSTALL 18' RCP D-LOAO PER PLAN W BEDDING PER Cf!Y OF NEWPORT BEACH STANDARDS. J 57 CONSTRUC'f 12"x12" BR/\55 AREA Bl!AIN. NOT USED. 59 NSTR J. . E 1 PER CITY O N R CH STANDARD 310-L @-::-INSTALL 4' CLEANOUT AT 46' ON CENTER (0/C) PER DETAIL "(1' & •r ON SHEET 23. @--INSTALL CLEANOUT. ©-=-INSTALL 3.5' LET P ITY OF NEWPORT BEACH STD. 305-L. fil @-CONSTRUCT 12'' X 12" 24" X 2 BROOKS CATCH BASIN. ®-:---CONSTRUCT C CR CO PER CITY OF NEWPORT BEACH STANDARD 313-L. @-CORE ANO GROUT INTO EXISTING FACILITY. @--CONSTRUCT BRICK AND MORTAR PLUG. @--REMOVE EXISTING CATCH BASIN. @---REMOVE EXISJO~'l.io~.~(}1!11-..J;IPE. fil @-CONSTRUCT BROOKS CATCH BASIN FOR WATER QUALITY TEST STATION. SEE DETAIL & N01£S FOR T£MPORARY 15" PVC PIP£S; (j) ® 0 CONTRACTOR SHALL USE SHORING TO TH[ EXT£NTS NECESSARY ro MINIMIZE EXCAVA 110N AND B£DROCK D/S7URBANCE. SHORING SHALL BE USED WHEN TRENCH EXCA VA 110N IS BELOW THE TOP OF PROPOSED our PATIENT BUILDING FOUNDA110NS. TRENCH SHALL BE: 8ACKF7LLED WITHIN 24 HOURS OF INSTALLA 110N OF PIPE:. TRENCH SHALL BE BACKF7LLED WITH CONCRET£ OR STRONG SLURRY AFTER REMOVAL OF T£MPORARY PIPE. GRAPHIC SCALE 15 " .. "" I ; I I ( IN FEET ) 1 inch = 30 ft. !:l :;;.: (Il f;:l Ir <( 0.. lJ.J Ir 0.. SHEET 24 OF 28 ,, \ \ LEGEND= R'EN~ OVERrLCW EME ~ '\,I 50 j 0 ,. s I l ""' I GRAPHIC SCALE 50 ,oo I ( IN FEET ) 1 _ 50 ft. inch - ONCOLOGY CENTER (EXISTING) • \ ' V V r----~ ..,,::;-:.2"(" cl ----" f 200 ' I " e; z !!l .., ! -i 00 t ~ ~ ~ Q .. I I!! c!i en ::> a.. ~ 5 er:: w ~ .....J PERMIT NO. • SHEET 25 OF 28 / / / / /~ ~ :~~-------- -,_ .;·_-:: LEGEND: EMERGENCY OVERFLOW FLOW PA"!H ---·--· ?,.~,.. "'-I I GRAPHIC SCALE ( IN FEET ) 1 inch = 50 tt. '"" ONCOLOGY CENTER (EXISTING) !:::: co - ~ f5 ....I LL.. cc ~ b z w C!l cc w :1E w oc:s C!l z -Cl z 0 0... (f) ::::> a.. ~~ <( (.) ...J a::: a.. w (9 z 0 ~ ...J - ~~ (9 ~ W-U) a.. cc w -(./) Oo ~ ::r: !;;i: a.. (9 s <( :1E 0 ~ ::r: t;; PERMIT NO. ~ SHEET 25 OF 28 ---- ..J_ -, 5-/7L srJ-l. WATER CONSTRUCTION NOTES @)---INSTALL THRUST BLOCKS PER CITY OF NEWPORT BEACH STD. 510-L. @-INSTALL t' IRRIGATION WATER PER CllY OF NEWPORT BEACH STD. 503-L @--INSTALL 2" WATER SERVICE PER C!lY OF NEWPORT BEACH STD. 503-L @-INSTALL 11• BEND. @---INSTALL 45' BEND. @-INSTALL 90' BENO. @--INSTALL 20' BEND. FIRE WATER CONSTRUCTION NOTES @--INSTALL r!' C-900 PVC PIPE. @!)--INSTALL WCT BARREL FIRE HYORANi PER CITY OF NEWPORT Bi:ACH STD. 500-L. I ~ I I GRAPHIC SCALE O~~COLOG (S'<IST!NC 25 ~!) 100 200 uJt&rta;u• LJ;;;;,s !!~~ ( IN FEET ) 1 inch = i'>O ft. >' co 8 ~ ~ a.. z :5 0.. 0: UJ i PERMiT NO. SHEET 26 OF 28 f / I _I 2' 2' CF 'iQ ~-.... ~~ .... --.... ~ ti # cJ I I I l DETAIL A NO SCALE STEEL GUARD POST (TYP.) PROP. FIRE HYDRANT T WEc Z P ~ ,Po 'S'rz:t) G <l> W"-1~~ L ~ 0. o~ ~&r'ba£ ~~~ AP, l.o~¢1E-1) 'b ~ To u_~~t.00rJJ) ~-5;~~ ~(~½j' 1,J__\.)~ WATER CONSTRUCTION NOTES -::r::l:.-.-c,, \JA.\1.-\}5 kl! c,r,;rl'() c.'.,J Ll u ii ®-:--INSTALL THRUST BLOCKS PER CITY OF NEWPORT BEACH STO. 510-L ~~w\Z... l W~fL "S;;, L.0'1>-R-. @-INSTALL 2' IRRIGATION WATER SERVICE PER CITY OF NEWPORT BEACH STD. 503-L 'f)o e,,:_y.,,_ 6L ~.c, @)--INSTALL 2_·-r-- @-1NSTALL @--INSTA VICE PER CITY Of NEWPORT BEACH STD. 503-L D.I. 11-1/4' END. BENO. @)-INSTA 12" D.l......,.;,..::;BEN:;.;.:;,D·;,,--~ @--:--INSTALL 12' D.I. 22-1/2' BENO. @-NOT USED. £ @)-:--NOT USED. @- @-::--- 91 NOT USED. NOT USED. FIRE WA I EA CONSTRUCTION NOTES @--=--INSTALL~ PVC WATERLINE C-900 CL. 150. zjrl 01 INSTALL WET BARREL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD. 500-l. INSTALL 6" 0.1. 45' BENO. ~ @-INSTALL 6" D.I. 90' BEND. INSTALL 6" D.I. 22-1/2' BEND. INSTALL CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L-A. ~ @--CAP AND PLUG WATER LINE. @-INSTALL 6" RESILIENT WEDGE GA TE VAL VE PER CITY OF NEWPORT BEACH STD. 508--L. @--INSTALL 12"x12"x6" TEE, FLxflxFL. @-INSTALL WATER MAIN TAP TO EXISTING 12" WATERLINE WITH A MJ OUTLET PER CITY OF NEWPORT BEACH sro. 507-l. @--INSTALL 6" DIA. REMOVABLE BOLLARD PER CITY OF NEWPORT BEACH STD. 917-L. (@)-INSTALL 6" D.!. 11-1/4' BENO. DEMOLITION/REMOVAL NOTES [ill-REMOVE AND RELOCATE EXISTING FIRE HYDRANT. GRAPHIC SCALE 1::-:z.J 100 ;;i ( IN FEET ) 1 inch = 50 ft. 200 I \ Of>lCOLOOY '.'CENTER (1:EXISTING) ~ z :::i c.. 0: LU Cl) (./) :::) a.. ~ z <( <( 0 ....J a::: a.. w (!)~ ~o 0 ....J ~~ ~(!)<( s w t:: Cl) a.. 0~ ~ :c a.. (!) <( 0 ::r: PERMIT NO. 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'Wit "· ' ,,:' .:.c.. \~i~/t;)~";;;;:It$i~Si~~i, ,[;3t,,~i;;., 'J~f Ir,};,' i J'' n "> -i .,,;'}•1.,1 ,r,,.,,<,,,: , ;1 ! 1,· ; I.-<~: 11 t 1>, ,. • " ' ' -. ., / \,_.,_,,. -mo Z ;o Gl .§! -< j, ·, ' ,-••'-;.,.--\-:-r (:?:' " i1 ii r:1''. ; t -~., "' ii'' i : ' \1 re: \ 1 l , , : , .. , •• -~~Jl\ <f'!\ "i "' 1i • 1 1 . I :;'' i , -~ . d1 i ,-,) I i ,1· i ~ ~ le! ' ,,, ••• ;(~\ I . • • 1 ! ; i " ( I ' 1 ' ·--)_(.~,. ,,-,,. ,f' ,..,, PREPARED BY: OWNER/DEVELOPER: JOB NO: YRC CUSTOMER-FOCUSED SOLUTIONS 21 1ECHNOLOGY /RV/NE, CA gz618 (949)727-9336 * FAX (949)727-7399 HOAG HOSPITAL ON£ HOAG DRIVE 251482-01 ' I 1/EWP/JIIT BfACH, CA 92658 . I DATE APPRO\IEll: SOILS ENGINEER: 11/6/06 CHIW CARE CENTER BUILDING & PARKING LOT COORD/NA TION Rf;VIS!ONS TRC LOWNEY 04L28/06 CITY PERMIT REVIEW APRIL 2006, REVISIONS ONLY SHEET 7 OF 28 ·, ~-----------------------L[;CN!,RD S':C,UFIRA 11.C.E;, 52787 f;XPIRE; DATE:: 12-J1 .. D6 251 £AST IMPERIAL HIGHWAY FULIBIIDII, CA 92835 (714) 441-J/)9() DATE PRINTED: 04/28/06 OUTPATIENT BUILDING COORDINA 71ON RE\11S/ON (SEE NOTE ON SHEET 2 OF 28, NO, DA.IE REVISIONS ·i· :1- ·-; ;, •:· .,, :;: r: 'i' " . -! 1:: ,,. ,=i /: --) J. ,i . ,.: :,I ::., :_;, ,:, 1: ·'I '·' "( ' '; ' ,, ·:1 . :, I .[ ':! ·I :l ,_: ! J !.; • :I, 't .-,; 'I ' : \ ,' ,, ONCOLOGY CENTER (EXISTING) \ SANITARY SEWER CONSTRUCTION NOTES @- @ @- INSTALL f/' SDR-35 PVC SEWER PIPE. INSTALL 6' SDR-35 PVC 45' BEND. INSTALL SEWER CLEANOIJT PER CITY Of NEWPORT BEACH STD. 0\!IG. NO. 406-L. " I illtij I GRAPHIC 50 SCALE 100 2(10 I _______ _, ( IN FEET ) 1 inch -= 50 ft. 6 "" (/) :::, a. (/) :E z <C :5u a.. 0:: e>w zzS ~oS ffi ~~ ~ (!)<C Cl) w t: (/) a.. 0~ ~::r: a.. C) <C 0 ::r: PERMIT NO. 0 <'. SHEET 27 OF 28 / 1 . ·_·,_)··· -.,,,- . ,j• µ"·"{·· )., ) / I ~ I GRAPHIC SCALE 100 '½j!;;~~~I ( IN FEET ) 1 inch = 50 ft. ONCOLOGY CENTER (EXISTING) / _, NO. 52787 "' ► EXP. 12-31-08 * .r1;:i~ CfV\ •~ or cl z ~ PERMIT NO. • SHEET 2_8 28 OF GRAPHIC SCALE 'j° ,. ; "' , ( lN FEET ) 1 inch = 50 ft. ONCOLOGY CENTER (EXISTING) ~ ~ -en 0 a.. :e 0 Q PERMIT NO. SHEET 28 OF 28 EARTI-i RETENTION SYSTEM PERMANENT SOIL NAILED WALL SYSTEM FOR: •• (g(g)[N[g)(g)[N D cJ](g)[l=[][N~(g)[N ~(,. ~\RR©J(g □~u~~o □Ng Pirooz Barar & Assoc. Inc. Structural Engineers INC. NEWPORT BEACH, CA ·7=:l.: =. ==i~.ll==i ••.• ::::\ =. =.s::,,; .. ~ • I l::=::=.i:i .· l I ' ! 124 GREENFIELD A VENUE SAN ANSELMO, CA. 94960 Tel (415)259-0191 Fax (415)259-0194 pba@pbandainc.com www .pbandainc.com PROJECT LOCATION . . s _:· ,,.~;. I '· V ~ JOB NO. 050094 JUNE 13, 2006 REV .. #2 JULY 12, 2006 REV. #3 OCTOBER 30, 2006 REV.# 4 SITE LOCATION PLAN APRIL 28, 2006 REVISION # 1 . . . ' ' '' ' ( " ' ' " ( " , ' < " " EARTH RETENTION SYSTEM PERMANENT SOIL NAILED WALL SYSTEM F'OR: CQ ©J u'\JJ g g N ° Jg H lr~~©) N ~ ~~ ~ g © D Ir~ lF ~ ~o D N © t(Wp?ff/4\ Pirooz Barar & Assoc. Inc. Structural Engineers INC. NEWPORT BEACH, CA ••••••••• •••.•• ~, •··.··· •• .•. • ~-~ -·· 124 GREENFIELD A VENUE SAN ANSELMO, CA. 94960 Tel (415)259-0191 Fax (415)259-0194 pba@pbandainc.com i www.pbandainc.com - - ... -. -----· -. ---., ---- PROJECT LOCATION JOB NO. 050094 APRIL28, 2006 REVISION #1_),t\LL S~1EETS SITE LOCATION PLAN . . . ' , I ' I / / GENERAL NOTES SCOPE OF WORK AS A PART OF RETAINING WALL FOR HOAG HOSPITAL, NEWPORT BEACH, CA, IT IS NECESSARY TO BUILD A PERMANENT BENCHED SOIL NAILED WALL TO TH£ TOTAL AREA OF 011.1:R 28,997 SQ; FT. GENERAi,. 1. ALL CONSTRUCTION SHALL CONFORM TO TH£ UNIFORM BUILDING COO£ (1997 ED.), ANO Rt:GVLA 770NS OF TH£ CITY .OF NEWPORT BEACH. 2. ALL MATERIAL ANO WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE GUIDELINES ESTABLISHED IN THE "MANUAL FOR DESIGN & CONSTRUC770N MONITORING OF SOIL NAILED WALLS" PUBLISHED BY FEDERAL HIGHWAY ADMINISTRATION, DA TED 1996 PUBLICA TTON NO. FHWA-SA96-069. ALSO COMPLY WITH THE APPLICABLE SECTTONS OF CAL TRANS SPECIAL PROVISIONS FOR THE THE CONSTRUCTION OF SOIL NAILED WALLS. 3. THESE DRAWINGS ARE BASED ON AND MUST BE READ IN CONJUNCTION WITH CIVIL SITE PLAN DRAWING PREPARED BY lRC SOLUllONS INC. IN !RV/NE, CA. 4. THE DA TA FOR THE ALIGNMENT OF THE WALL, ITS GEOMETRY ANO ELEVATIONS ARE FOR REFERENCE ONLY AND ARE BASED ON THE INFORMAllON GIVEN ON CIVIL DRAWINGS FROM TRC SOLUTTONS INC. IN /RV/NE, CA. THE GENERAL CONTRACTOR IS TO VERIFY All O/MENSION5; OFF.5ETS, ELEVA 770NS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES AND LACK OF COORDINATTON BETWEEN THESE DRAWINGS AND CIVIL SITE PLAN DRAWINGS TO THE EARTH RETENTION ENGINEER (PB&A INC.). 5. LINES AND GRADES SHALL BE ESTABLISHED BY THE GENERAL CONTRACTOR TO INSURE PROPER HORIZONTAL AL!GN!v!ENT OF WALL ANO L OCA 110/11 OF SOIL NAILS. 6. THE CONTRACTOfr' Sh'ALL VERIFY THE LOCATION OF ALL UTILITIES AND OTHER OBSTACLES. NOT ALL EXISTING UTTL!TIES ARE SrfOWN ON THESE PLANS. CONDON-JOHNSON &-ASSOC/A TES, INC. IS RESPONSIBLE TO POTHOLE THE KNOWN UTTLITTES (AS NEEDED), ALL EX!SllNG UTTL!TTES BEFORE SHORING WALL CONSTRUCllON CAN BEGIN MONITORING (BY GENERAL CONTRA(;TO/l) 1. MONITORING OF SETTLEMENT AND JJOVEMENT OF THE RETAINING WALLS IS 2. 3. 4. TO BE CARRIED OUT BY A LICENSED CALIFORNIA SURVEYOR (BY THE GENERAL CONTRACTOR). PRIOR TO THE START~ CONSTRUCTION A SERIES OF MONITORING POINTS AS IND/CA TED ON THE PLANS THUS M ARE TO BE E5TABLISHED AT THE TOP OF THE EXCAVATION WITH ADDITIONAL POINTS DI Cll.. Y UNDERNEATH ALONG THE HDGHT OF THE WAI.L AS SHOWN ON THE ELEVATIONS. T'r!ESE MONITORING POINTS ARE NOT TO BE MORE THAN 100' APART AND ARE TO BE SURVEYED AT A FREQUENCY OF AT LEAST ONCE A WEEK FOR THE DURA 710/11 OF THE SHORING CONSTRUCTTON THE FREQUENCY MAY BE INCREASED OR DECREASED AT THE DISCRETTON OF THE STRUCTURAL ENGINEER OF THE SHORING, PB&A INC., SHOULD ANY DETECTABLE MOVEMENT OR LACK THERE OF WARRANT IT. A LOG OF TH£ MONITOR/NC SURVEY, COMPLETE WITH A PLAN IND/CA TTNC THE LOCA 770/11 OF EACH OF THE MONITOR/NC POINTS, MUST BE KEPT AND SUBMITTED TO THE STRUCTURAL ENGINEER OF THE RETAIN/NC WALL (PB&A Inc.), THE CITY OF NE/11,PORT BEACH, THE CIVIL ENC/NEER AND THE CEOTECHNICAL ENGINEER OF RECORD LOWNEY ASSOCIATES AND OTHER PAR71ES CONCERNED. DESIGN CRITEl?!A THE DESIGN OF THE EARTH RETENTION SYSTEM IS BASED ON THE TEST BORING LOGS AND THE !NFORMA TTON CONTAINED IN THE PRELIMINARY GEO TECHNICAL REPORT PREPARED BY LOWNEY ASSOC/A TES; DA !ED FEBRUARY 25, 2005. DESIGN PARAMETERS ARE AS FOLLOWS. A -GRANULAR TERRACE DEPOSITS; UNIT WEIGHT OF SOIL, r -120 PCF B-FINE GRAINED TERRACE DEPOSITS,· UNIT WEICHT OF SOIL, Y = 100 PCF ,p ANGLE -32· ,p ANGLE -16.5' "C" COHESION PULLOUT STRENGTH 100 PSF =1250 PSF (8.68 PSI) "C" COHESION 400 PSF PULLOUT STRENGTH =1250 PSF (8.68 PSI) C -SIL TSTONE/CLA YSTONE,· NOTE: UNIT WEIGHT OF SOIL, Y -100 PCF 23' ,p ANGLE --ALL PULLOUT STRENGTH ARE BASED ON ASSUMPTIONS, TO BE VERIFIED BY TESTING PROGRAM AT THE FIELD. 'C" COHESION -525 PSF PULLOUT SlRENGTH =1500 PSF (10.42 PSI) MATERIALS; 1, SOIL NAILS TO CONFORM WITH REQUIREMENrs OF ASTM A-615 GR 75 ARE DOUBLE CORROSION PROTECTED RODS (DCP), CEMENT GROUT ENCAPSULATED IN HIGH DENSITY POLYETHYLENE (HOPE) CORRUGATED TUBING COMPL >1NG WIT/{ ASTM 0-3350. THE MINIMUM SHEA THING WALL THICKNESS SHALL BE 1.0 mm. 2. 3. 4. 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GR. 60 ALL NELSON STUOSARE TO COMLY WITH ASTM A-108 GRADE C-1010 THRU C-1020 Fy 51 KS!. ALL WELDED WIRE FABRIC SHALL CONFORM TO REQUIREMENTS OF ASTM A-82 (GR. 65). STRUCTURAL STEEL ASTM A-572 GR 50 (INCLUDING THE HARDWARE AT SOIL NAILS) ALL STEEL RDNFORCING AND ANCHORAGES SHALL fi4J.£' A MIN. 3 INCHES OF SHOTCRETE COVER FROM SOIL SHOTCRETE 1. SHOTCRETE SHALL BE DESIGNED TO PROTECT AGAINST ATTACK FROM SOIL CHLORIDE CONTENT OF 1,800 PPM. SNOTCRETE SHALL HAVE A WATER TO CEMENT RATIO OF NOT GREATER THAN 0.45, 28-·DAY COMPRESSIVE SlRENGTH OF 4,500 PSI, TYPE V CEMENT AND CORROSION !NHIB/17NG ADM!XlVRES AS i?EQU/RED TO PROTECT AGAINST CHLORIDE ATTACK. SUBSEQUENT EXCAVATION STEPS SHALL NOT BE COMMENCED UNTIL THE FACING HAS ATTAINED AT LEAST 1000 PSI STRENGTH IN !HE AREA OF THE PROPOSED CUT. MIX DESIGN FOR SHOlCRETE SHALL BE SUBMITTED TO GENERAL CONTRACTOR FOR REVIEW OF A h!/N OF 10 DA>'.5' BEFORE THE REQUIRED USE OF SHOTCRETE AT THE SllE 2. PROVIDE EQUIPMENT CAPABLE OF DEL/11.1:RING lHE PREMIXED MATER/AL ACCURATELY, UNIFORMLY AND CONTTNUOUSL Y THROUGH THE DELIVERY NOSE PROVIDE A SUPPLY OF CLEAN DRY AIR ADEQUATE FOR MAINTAINING SUFFICIENT NOZZLE 11.1:LOCITY FOR ALL PARTS OF THE WORK AND IF REQUIRED, FOR S/MUL TANEOUS OPERA TTON OF A SUITABLE BLOW PIPE FOR CLEARING A WAY REBOUND. lHE COMPRESSOR IS TO DEL/11.1:R A MINIMUM OF 315 CFM PER OPERA 77NG NOZZLE 3. FLOAT FINNISH SHOTCRETE WALLS UNLESS OTHERWISE SPECIFIED. CLEAN AREA AT THE BASE OF EACH LIFT TO ENSURE GOOD JOINTS BETWEEN L!FT.'5. 4. AFTER EACH STAGE CUT, IN ANTIC/PATTON OF SHOTCRETI/VG, CLEAN SURFACES OF ALL LOOSE MATERIAL, MUD, REBOUND FROM PREVIOUSLY PLACED SHOTCRETE, AND OTHER FOREIGN MATTER THAT WILL PREVENT BONO OF SHOTCRElE 5. WHEN A LA YER OF SHOTCRETE IS TO BE COll.1:RED IT SHALL FIRST BE ALLOWED TO DEVELOP ITS I.NlllAL SET. THEN ALL LOOSE MATERIAL AND REBOUND MUST BE REMOVED 6. FIRMLY POS/710N THE WIRE FABRIC AND THE REBARS TO PREVENT !1BRA 770N WHILE THE SHOTCRETE IS BEING APPLIED. LAP MESH 6" IN BOTH DIRECllONS. 71E WIRES SHALL BE BENT FLAT IN THE PLANE OF THE MESN ANO NOT FORM LARGE KNOTS. VERTICAL REBARS ARE TO HA 11.t MIN 12" LAP. 7. CONlROL THICKNESS, METHOD OF SUPPORT, AIR PRESSURE AND WATER CONTENT OF SHOTCRETE TO PRECLUDE SAGGING OR SLOUGN!NG OFF B SHOTCl?ETE SHALL BE APPLIED FROM THE BOTTOM UP TO PF.EVENT THE ACCUMULA T!ON OF REBOUND ON THE SURFACE STILL TO BE COVERED. . GROUT. FOR .SOIL )'IA/LS: 1. SOIL NAIL GROUT SHALL BE A M/XlVRE OF TYPE V CEMENT GROUT AND WATER ANO CONFORM TO THE PROVISIONS IN "BONDING OR GROUTTNG" OF THE CALTRANS STANDARD SPEC!FICAllONS: SOILNAIL GROUT SHALL BE EITHER A MIXTURE OF 4.5-5 GALLONS OF WATER PER 94 SACK OF CEMENT OR A MIXlVRE OF SAND, CEMENT AND WATER CONTAINING .NOT LESS THAN 864 LB OF CEMENT PER CUBIC YARD. CONSTRUCT/ON PROC£'!JUl?E FOR SOIL NAIL WALL 1. LINES AND G'RAOES SHALL BE ESTABLISHED BY THE GENE:.RAL CONTRACTOR TO INSURE PROPER HORIZONTAL ALIGNMENT OF WALL AND LOCATION OF SOIL NAILS. 2. 3. 4. 5. CONSlRUCTTON PROCEDURES SHALL BE ESTABLISHED SUCH THAT EXCAVATTONS OF LIFTS WILL BE l.+IMEOIA TEL Y FOLLOWED WITH THE !NSTALLA TION OF THE SOIL NAILED WALL THE PURPOSE OF THIS TANDEM SEQUENCING IS TO INSURE THAT AN EXPOSED EXCAVATED EMBANKMENT WILL NOT GO UNSUPPORTED FOR LONGER THAN 48 HOURS. FOR Tf!E TOP LIFT ANO 72 HRS IN THE SUBSEQUENT LIFT. THE CONlRACTOR SHALL BASE HIS EXCA VA TIO/I/ PROCEDURES UPON THIS PREMISE EXCAVA710NS SHALL OCCUR IN 11.1:RllCAL LIFTS NOT TO EXCEE!J 6 Fl: VERllCALLY IN EAC.rf LIFT ACCORDING TO THE PROCEDURE DESCRIBED ABOVE AND SHALL PROCEED IN THE SAME TANOEM SEQUFA/C'E OF EXCA VA llON/INSTALLA TION OF SHOTCR[7E SHORING AS DESCRIBED IN NOTES 1 AND 2. DRILL HOLES TO TNE DIAMETER AND LENGTH INDICATED. INSERT THE SOIL NAILS AND FILL HOLE WITH CONCRETE USING P. V.C. PIPE STARTING FROM THE BOTTOM OF THE HOLE. SHOULD LOCALIZED SLOUGHING OCCUR IN THE GRANULAR TERRACE DEPOSIT; OR OVERBREAK OCCUR IN GRANULAR TERRACE DEPOSIT, 17/E CAVITY CREA TEO IS TO BE FILLED WITH SHOTCRETE WITH ONE LA YER OF WIRE MESH FOR EVERY 4" THICKNESS OF SHOTCRETE. 6. INSTALL 2' STRIPS OF "M/RADRAIN" AT ±6'-0" O.C AGAINS.r. lHE SOIL f'R!OR-lO THE--AEf'LICA TION--- OF SHORING SHOTCRETE. APPLY SOHTCRETE AND CONTINUE IN TANDEM SEQUENCE PER NOTES ABO>£ ALLOW AT LEAST FOR 12" OF SPUCE FOR 71/F MIRADRAIN IN BETWEEN EACH UFT. 7. WliEN AT THE BOTTOM OF THE EXCA VA TTON, CONNECT THE MIRADRAIN STRIPS TO THE HYDRA WAY 200 DRAINAGE SYSTEM OR PERFORATED DRAINAGE PIPE AS SHOWN IN DETAILS. 8. PROVISIONS SHALL BE MADE TO ALLOW FOR 8" LAPPING OF THE WELDED WIRE FABRIC ANO 12" LAP AT THE HORZ BARS. ALSO 40 BAR DIA. LAPS FOR REBAR, HORIZONTALLY AND AT ALL CORNE.RS. 9. THE CONTINUOUS WALER REBAR SHALL BE PLACED ALONG EACH ROW OF SOIL NAILS, EMBEDDED AT MID-DEPTH OF THE WALL, ANO LOCATED DIRECTLY BEHIND THE PLATE WASHER<; OF EACH SOIL NAIL. LAPPING SHALL BE A T 40 BAR DIAMETERS. 10. ONCE THE 1ST. LA YER OF SHOTCRETE IS APPLIED, 77/E 2ND ARCHITECTURAL COAT CAN BE APPLIED. (NIC) ROUGN FINISH 1ST LA YER OF SHOTCRETE. THE SURFACE IS TO HA~ MIN. 1/4" OF MODULATION. THE SURFACE IS TO BE WASHED CLEANED WITH HIGH PRESSURE WATER HOSE AND MUST BE FREE OF DUST AND DEBRIS. NOTE 1-GEOTECHNICAL ENGINEER OF RECORD, LOWNEY ASSOl1/ATES SHALL REVIEW THESE DRAWINGS, FOR GEO TECHNICAL ASP EC TS ONL Y, ANO SHALL CONFIRM IN WR/ t!NG THAT THESE DRAWINGS COMPLY WITH THE RECOMMENDATIONS SET FORTN IN THE GEOTECHNICAL REPORT. 2-CIVIL ENGINEER OF RECORD, TRC SOLUTIONS INC SHALL REVIEW THESE DRAWINGS, TO ASCERTAIN 71/AT THE DATA VIS-A-VIS THE GEOMETRY, ALLIGNMENT ANO THE ELEVAllONS OF THE WALL ARE IN COMPLIANCE WITH TliE CIVIL PLANS. EXCA VA TTON PROCEDURE: FOR SOIL NAILED WALLS . 1. 2. THE GRADING AND EXCA VA T!ON FOR THE PROPOSED RETAINING WALLS MUST BE COORDINATED 1 SVC/./ TNAT 011.1:RBREAK AND SLOUGHING IN 771E GRANULAR TERRACE DEPOSIT BE MINIMIZED. ...--F.O.W. THE EXCA VA TTON CONlRACTOR SHALL PROVIDE BENCHES APPROX/MA TEL Y 20' /II/DE IN LIFTS THE ELEVA 770N OF THE PAD IS APPROX/1,iA TEL Y 2' BElOW THE LEVEL OF THE NAILS. THE GRADING CONTRACTOR SHALL MAKE VERTICAL CUTS APPROX/MA TEL Y 12" THICKER THAN THE FINAL CUT EXCAVA T!ON. THE GRADING CONlRACTOR SHALL TRIM FINAL 12" AND SPOILS THEREFROM SHALL BE RtMOVElJ BY THE GRADING CONlRACTOR IN THE .SUCCESSIVE LIFTS. 3. IT IS LIKELY TO ENCOUNTER GRANULAR TERRACE DEPOSIT ESPECIALLY AT TOP ROW AND LOCALIZED SLOUGHING COULD OCCUR IN WHICH CASE THE FOLLOWING SUGGESTED PROCEDURE IS TO BE FOLLOWED; a-LEA 11.t A 1: 1 BERM, 2' 711/CK AT TOP IN FRONT OF THE FACE OF THE FINAL CUT. b-DRILL THRU TNE BERM AND FOLLOW THE PROCEDURE FOR INSTALLA 710N OF TNE NAILS AS DESCRIBED ABOVE. c-CAREFULL Y EXCA VA TE BETWEEN THE NAILS ANO PRIOR TO THE /NSTALLA T!ON OF /;f!RADRAIN, THE REBAR ANO TlfE MESH, APPL Y A THIN LA YER OF SHOTCRETE IN ORDER TO CONTAIN lHE LOOSE SOIL BEFORE THE APPL/CA TION OF THE FINAL SHO TCRETE WALL REVIEWED FOR GENERAL CONFORMANCE WITH GEOTECHNICAL REPORT DATED FEB 25, 2005 LOWNEY ASSOCIATES REVIEWED WALL GEOME GRADING PLANS REVIEWED FOR FOR CONFORMANCE WITH PRECISE OF THE CORROSION REPORT .SOIL NAIL T£STJNG PROCEQURE 1. PROOF TEST 5% OF THE NAILS OR MIN TWO SOIL NAILS @ EACH ROW, @ ANY ONE WALL SEE El.EVA TTONS FOR SUGGESTED LOCA T!ON OF PROOF TEST NAILS IND/CA TED THUS~!,· 2. SOIL NAILS SHALL NOT BE TESTED UNllL ANCHOR LENGTH GROUT HAS A TTA!NED A MINIMUM STRENGTH OF 1500 PSI. A MINIMUM 48 NOURS OF WAl17NG PERIOD SHALL OCCUR BEFORE TES77NG THE NAILS. 77-IE TEST MAY BE PERFORMED BEFORE THAT TIME IF THE CONTRACTOR SUBMITS COMPRESS/VE STRENG!H rEsr RESULTS VER/F)1NG THAT TN£ NAIL GROUT AND SHOTCRETE MIXES BEING USED WILL PROVIDE THE SPECIFIED COMPRESS/VE SlRENGTH IN A LESSER TIME. 3. TESTTNG SEQUENCE A. ALL TEST NALLS ARE SACRIFlCIAL NAILS ANO PER DETAIL 6/S6A HA VE A MINIMUM .BONO LENGTH OF 10'. TNE NAILS MAY BE GROUTED FULLY ANO TESTED W/11-1 A CUSHION OF COMPRESSIBLE MATERIAL AS SHOWN. HOWEVER AT NO TTME THE TEST LOAD MAY EXCEED 80% OF THE >1ElD STRENGTH OF THE NAIL B. PROOF TEST SNALL BE CONDUCTED BY hfEASURING THE TEST LOAD APPLIED TO THE TEST SOIL NAIL ANO THE JEST SOIL NAIL END MOVEMENT DURING INCREMENTAL LOADING IN ACCORDANCE WIT/I THE LOADING SCHEDULE C APPLY ALIGNMENT LOAD AND RECORD SOIL NAIL POSITION D. INCREASE SOil NAIL LOAD IN PROGRESSIVE STEPS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE.· PROOF TEST LOADING SCNEDULE AL = 0.125M 0.25M 0.375 0.50M 0.625M 0.75M 0.875M !.DOM ·· --!c25M 1.50M (AL-ALIGNMENT LOAD) (M -DESIGN TEST LOAD) M* =U X L X TTX D WHERE· DESIGN BOND STRENGTH, IN GRANULAR AND FINE GRAINED TERRACE DEPOSIT, U = 1250 PSF TT= 3.14 DESIGN BONO SJRENGTH, IN S!ltstone/Claystone, U = 1500 PSF BONDED ltENGTH, L = TOTAL LENGTH OF THE NA/L BORE NOLE DIAMETER, D = 6" M = 7.96 KIPS /FT. OF THE GROUTED BOND LENGTH -UPPER 3 ROWS M = 2.36 KIPS /FT. OF TH£ GROUTED BOND LENGTH -B07:2 ROWS E. EACH INCREMENT OF LOAD SHALL BE APPLIED I.A/ LESS THAN ONE MINUTE ANO HELD FOR AT LEAST ONE MINUTE, BUT NOT MORE THAN 2 MIN EXCEPT THAT LOAD EQUAL TO 1.50M SHALL BE NELO FOR 10 MIN DURING THE LOAD HOLD, THE MOVEMENT OF THE ENO OF THE SOIL NAIL SHALL BE MEASURED AT 1, 2, 3; 4, 5 AND 10 MIN ll. THE OBSERVA T/ON PERIOD FOR THE LOAD HOLD SHALL START WHEN THE PUMP BEGINS TO APPLY THE INCREMENT l!!l}OF LOAD AT(73aQ}IF THE MOVEMENT MEASURED BETWEEN ONE MIN AND 10 MIN AT THE LOAD IS LESS THAN 0.08'; '71iErisT NAIL IS DEEMED SUCESSFUL. IF THE MOVEMENT EXCEEDS 0.08" FOR THE 10 MIN DURAl70N. THE LOAD SHALL BE A1A!NTAINEO FOR AN ADDITIONAL 50 MIN, TOTAL MOll.1:MENT SHALL BE MEASURED AT 20, 30, 40, 50 ANO 60 MIN THE TOTAL MOVEMENT FOR THE ENTTRE 1 HR. SHALL NOT EXCEED 0.12''. VERIFICATION TESTING PROCEDURE 2. 3. TWO ADDITIONAL TEST NAILS WILL BE TESTED IN ACCORDANCE WITH 11.1:RIFICATION TEST PROCEDURE. THE VERIFICATION TEST SHALL BE CONDUCTED BY INCREMENTALLY LOADING THE TEST NAILS AND MEASURING ELONGA TTON ACCORDING TO THE TABLE BELOW. SEE ELEVATTONS FOR SUGGESTED LOCATTON OF VER!FICAllON TEST NAILS INDICATED THUSW,; ALL VER/FICA T/ON TEST NAILS ARE SACRIFICIAL NAILS AND SIMILAR TO DETAIL 6/S6A. AT EACH STtP THE TEST NAILS ARE TO BE UNLOADED COMPlETEL Y TO ALIGNMENT LOADING (AL*) PRIOR TO APPL YING THE INCREMENTAL LOADING OF THE NEXT INCREMENT. THE ELONGA TTON OF 711£ TEST NAILS IS TO BE MEASURED AND RECORDED AT EACH STEP SIMILAR TO SECTION OF PROOF TEST NAILS PROCEDURE. lHE TIMES FOR READING THE ELONGA TTON SHALL 8£ AT 10, 30, 30, 45, 60, 120 AND 210 MINUTES. IF lHE ELONGA T/ON EXCEEDS 0.375'; THE OBSERVATION PERIOD SHALL BE EXTENDED TO 300 MINUTES, THE TOTAL CUMULA77VE EZONGA TION OF THE TEST NAIL IN 300 MINUTES SHALL NOT EXCEED 0.5~ 11.1:R/F!CA 170N TEST LOADING SCHEDULE LOAD OBSTRVA TTON PERIOD (MIN) 0.25M 10 0.50M 30 0.75M 30 !.OOM 45 1.25M 60 1.50M 120 2.00M 210 QUALITY CONTROL AND SPECIAL INSPECTION PROGRAM -SEE PROOF TEST LOADING SCHEDULE FOR M* VALUE =--riS'&A INC. IS GOING TO PROVIDE THE SPECIAL INSPECTlON AND SITE OBSTRVA 170N IN CO. 'PLIANCE WITH SEC. 1701.5 OF THE lJNIFORM BUILDING CODE. l 17-fE INSPECTOR OF THE TES77NG AGENCY MUST HAVE VER!f7ABLE £XPERIENCE IN INSPEC77NG THt· CONSTRUC770N OF PERMANENT SOIL NAILED WALLS. 1-ITEMS /N!:.,'PECTEO BY THE TESTING AGEt✓CY. A-f"LACl:.-MENT AND 7£-.S77NG OF SHOTCRETE. B-PLACEMENT OF REINFORCING STEEL. C. DRILLING OF HOLt·s AND /,A/STALLA llON OF THE SOIL NAILS. D. TESllNG OF 77-/E SOIL NA!f.S. 2-ITEMS OBSTRVED BY THE GEOTECHNICAL ENGINEER. A-VERIFICATION THAT THE SOIL/ROCK STRATA ENCOU,VTERED AR£-IN GENERAL COMPLIANCE WITH THE FINDINGS OF THE GEO TECHNICAL INVEST/GA 770N. 3-PB & A. IS TO PERFORM PERIODIC SITE OBSERVATION AND REVIEW TESTlNG AND MONITORi,/\IC' R£PORTS ANY OBSERVED /1/0NCOMPLIANCE ITEMS ARE TO BE REPORTED TO PB&A. PB&A, AT THEIR DISCRETION W/1.L Rt-COMMEND ANY RElv!EDIAL ACllON OR LACK THERE Of: --------------- DRAWING LISTS ABBREVIATION S1 GENERAL NOTES S2 SHORING PLAN S3 SHORING PLANS ADD'L ADDITIONAL 8.0.EXCA. BOTTOM OF EXCAVATION S4 ELEVATIONS BOT. BOTTOM CA: 1-800-642-2444 CLR. CLEARANCE ~ffORE_pov S5 ELEVATIONS ELEV. ELEVATION < ', . • E.W. EACH WAY //.i!~ ", ,, S4A ELEVATIONS FIN.F.O.W. FINISHED FLOOR OF WALL (.J/ ' GALV. GALVANIZED i ' . SSA ELEVATIONS HORIZ. HORIZONTAL \ /\',, J I ' , ' S6 SECTIONS O.C. ON CENTER \c-~ ''-v$/ ~'I,¾; '¥' PL PLATE ·:i,a·· jtl\3'/ S6A SECTIONS & DETAILS STA. STATION "-t~Q§ .. CA: 1-800-642-2444 T.0.W. TOP OF WALL CAU. TWO WOfti(ING S7 DETAILS TYP. TYPICAL DAYS BEFORE YOO OfG: S8 SOILNAIL SCHEDULE U.O.N. UNLESS OTHERWISE NOTED V.1.F. VERIFY IN FIELD WLOL. WALL LAYOUT LINE W.P. WATERPROOF W.W.F. WELDED WIRE FABRIC '" 0 z ~ <o __J <( f-- (l_ V) 0 I C) .. <t: ()'.: 0 1J:' I 0 ci > w 0 ;.: ro 0 w ()'.: <( (L w ()'.: (L •.o ·-a I c.,. Q'.) ... -lf) 0-J c:i <'. 0 '5< @ 0 "' 1-- CL ;;'= <L <( "- w w ,_ 1--"' « 0 C, 7-1 ~- (/) u '.z ::::) <( LiJ o_ ~ 2 w~ < Im (l'. u <( Q_ Cl:'.: w WI 0 tJ s ;:::: f-f-0 LL z ~_j 0~ I Q_ ll _J >0 <_j ::>-_J 85;:t w~ ZQ.. zw W(./l 0 oo T >-f-- 1 - (.') Ll_ Z <( 0~ 0 ..cc: I 25 '>-u , 1- u PERMIT NO. SHEET s·J OF 11 GENERAL NOTES SCOPE OF WORK AS A PART OF RETAINING WALL FOR HOA&' HOSPITAL, NEWPORT BEACH, CA, IT IS NECESSARY TO BUILD A PERMANENT BENCHED SOIL NAILED WALL TO THE TOTAL AREA OF OVER 28,997 SQ. Fl: GENERAL 1. ALL CONSTRUC770N SHALL CONFORM TO THE UNIFORM BUILDING CODE (1997 ED.), AND REGULAllONS OF THE CITY OF NEWPORT BEACH. 2. ALL MATERIAL ANO WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE GUIDELINES ESTABLISHED IN THE "MANUAL FOR DESIGN & CONSTRUC770N MONITORING OF SOIL NAILED WALLS" PUBLISHED BY FEDERAL HIGHWAY ADM!NISTRAllON, DATED 1996 PUBLICATION NO. FHWA-SA96-069. ALSO COMPLY WITH THE APPLICABLE SECllONS OF CALTRANS SPECIAL PROVISIONS FOR THE THE CONSTRUCTION OF SOIL NAILED WALLS. 3. THESE DRAWINGS ARE BASED ON AND MUST BE READ IN CONJUNC770N WITH CIVIL SITE PLAN DRAWING PREPARED BY TRC SOLUllONS INC. IN /RV/NE, CA. 4. THE DA TA FOR THE ALIGNMENT OF THE WALL, ITS GEOMETRY AND ElEVA 770NS ARE FOR REFERENCE ONLY AND ARE BASED ON THE INFORMATION GIVEN ON CIVIL DRAWINGS FROM TRC SOLUTIONS INC. IN !RV/NE, CA. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS, OFFSETS, ELEVATIONS AND CONDITIONS AT THE SITE ANO REPORT ANY DISCREPANCIES AND LACK OF COORDINA 770N BETWEEN THESE DRAWINGS AND CIVIL SITE PLAN DRAWINGS TO THE EARTH RETENTlON ENGINEER (PB&A INC.}. 5. LINES AND GRADES SHALL BE ESTABLISHED BY THE GENERAL CONTRACTOR TO INSU/?E PROPER HORIZONTAL ALIGNMENT OF WALL AND LOCATION OF SOIL NAILS. 6. THE CONTRACTOR SHALL VERIFY THE LOCA170N OF All UTILITIES AND OlliER OBSTACLES NOT ALL EXISTING U77/Jl7ES ARE SHOWN ON THESE PLANS CONDON-JOHNSON & ASSOC/A TES, INC. IS RESPONSIBLE TO POTHOLE THE KNOWN Ul7LITIES {AS NEEDED), ALL EXIS17NG UTlLITIES BEFORE SHORING WALL CONSTRUC770N CAN BEGIN MONITORING {BY GENERAL CONTRACTOR) 1. MONITORING OF SETTLEMENT AND MOVEMENT OF THE RETAINING WALLS IS 2. 3. 4. TO BE CARRIED OUT BY A LICENSED CALIFORNIA SURVEYOR (BY THE GENERAL CONTRACTOR}. PRIOR TO THE START~ CONSTRUC770N A SERIES OF MONITORING POINTS AS INDICATED ON THE PLANS. THUS M ARE TO BE ESTABLISHED AT 77-IE TOP OF lliE EXCA VA 770N WITH ADD!TlONAL POINTS 01, CTL Y UNDERN!:.""A TH ALONG THE HE7CHT OF THE WALL AS SHOWN ON THE ELEVATIONS. THESE MONITORING POINTS ARE NOT TO BE MORE THAN 100' APART AND ARE TO BE SURVEYED --~~ AT A FREQUENCY OF AT LEAST ONCE A WEEK FO/? THE DURA T!ON OF THE SHORING CONSTRUCTION. -.J~ THE FREQUENCY MAY BE INCREASED OR DECREASED AT THE DIS<JRETlON OF THE STRUCTURAL ENGINEER OF THE SHORING, PB&:A INC., SHOULD ANY DETECTABLE MOVEMENT OR LACK 71-IERE OF WARRANT IT. A LOG' OF THE MONITORING SURVEY, COMPLETE WITH A PLAN IND/CA TING THE LOCA 770N OF EACH OF THE MONITORING POINTS, MUST BE KEPT AND SUBMITTED TO THE STRUCTURAL ENGINEER OF THE i?ETAINING WALL (PB&A Inc.), THE CITY OF NEWPORT BEACH, THE CIVIL ENGINEER AND THE CEOTECHNICAL ENGINEER OF RECO/?D LOWNEY ASSOC/A TES AND OTHER PARTIES CONCERNED. DES/Gt:( CRITERIA THE DESIGN OF lHE EARTH RETENllON SYSTEM IS BASED ON THE TEST BORING LOGS AND THE INFORMATION CONTAINED IN THE PREL/,MINARY CEOTECHN!CAL REPORT PREPARED BY LOWNEY ASSOC/A TES; DA TED FEBRUARY 25, 2005 OESIG'N PARAMETERS ARE AS FOLLOWS. A -GRANULAR TERRACE DEPOSITS; UNIT WEIGHT OF SOIL, Y -120 PCF ti> ANGLE -32" 100 PSF "C" COHESION PULLOUT STRENGTH =1250 PSF {8.68 PSI) C --SIL TSTONE/CLA YSTONE,· UNIT WEIGHT OF SOIL, Y - ti> ANGLE - "C" COHESION 100 PCF 23' 525 PSF PULLOUT STRENGHI =1500 PSF (10.42 PSI) MATERIALS; B-FINE GRAINED TERRACE DEPOSITS,· UNIT WEIGHT OF SOIL, Y = 100 PCF ti> ANGLE -16. 5· •c• COHESION 400 PSF PULLOUT ST/?ENGTH =1250 PSF {8.68 PSI) NOTE: --ALL PULLOUT STRENGTH ARE BASED ON ASSUMPTIONS, TO BE VERIFIED BY TESTING PROGRAM AT THE FIELD. 1. SOIL NAILS TO CONFORM WITH REQUIREMENTS OF ASTM A-615 GR. 75 ARE DOUBLE CORROSION PROTECTED RODS (DCP), CEMENT' Gl?OUT ENCAPSULATED IN HIGH DENSITY POLYETHYLENE (HOPE) CORRUGATED TUBING COMPL YiNG WITH ASTM D--3350. THE MINIMUM SHEA THING WALL THICKNESS SHALL BE I. 0 mm. 2. ALL REINFORCING STEEL SHALL CONFO/?M TO ASTM A-615 GR. 60 3. AI.L NELSON STUDSARE TO COMLY WITH ASTM A-108 GRADE C-1010 THRU C-1020 Fy 51 KS!. 4. ALL WELDED WIRE.FABRIC SHALL CONFORM TO REQUIREMENT.'i OF ASTM A-82 (GR. 65}. • ' STRUCTURAL STEEL ASTM A-572 GR. 50 {INCLUDING THE HARDWARE AT SOIL NAILS) 5. ALL STEEL REINFORCING AND ANCHORAGES S.'fALL HA VE A MIN. 3 INCHES OF SHOTCRETE COVE/? ,...-......,,,,--.-.,;..-fi_O-,;;M SOIL,,-, .,,........_ ,,,---, ,,...-, .,.--.... ,,,_ ,,.-, ...-----../'---.._ ,,-, ,,,.....__ ,,--... ,,,.-, ,,.........._..,,,,........__✓-,___.,--, SHOTCRETE 1. SHOTCRETE SHALL BE DESIGNED TO PROTECT AGAINST ATTACK FROM SOIL CHLORIDE CONTENT OF 1,800 PPM. SHOTCRETE SHALL HAVE A WATER TO CEMENT RATIO OF NOT GREAT£/? THAN 0.45, 28-0AY COMPRESSIVE STRENGTH OF 4,500 PSI, TYPE V CEMENT AND CORROSION !NHIB/77NG ADMIXTURES AS REQUIRED TO PROTECT AGAINST CHLORIDE ATTACK. SUBSEQUENT EXCA VA 1/0N STEPS SHALL NOT BE COMMENCED /JNT!L THE FACING HAS ATTAINED AT LEAST 1000 PSI STRENGTH IN THE AREA OF lliE PROPOSED CUT: MIX DESIGN FOR SHOTCRETE SHALL BE SUBMITTED TO GENERAL CONTRACTOR FOR REVIEW OF A MIN. OF 10 DA Y.S' BEFORE THE REQUIRED USE OF SHOTCRETE AT THE SITE. '-..,, ..... _,, 2. PROVIDE EQUIPME, CA 'ABLE OF DELIVERING THE P, 'EM/ MATERIAL ACCURATELY, rFO 'LY 'D CONTlNUOUSL Y THROUGH THE DELIVERY HOSE. PROVIDE A SUPPLY OF CLEAN DRY AIR ADEQUATE FOR MAINTAINING SUFFICIENT NOZZLE VELOCITY FOR ALL PARTS OF THE WORK AND IF REQUIRED, FOR SIMULTANEOUS OPERA770N OF A SUITABLE BLOW PIPE FOR CLEA/?ING AWAY REBOUND. THE COMPRESSOR IS TO DELIVER A MINIMUM OF 315 CFM PER OPERA TlNG NOZZLE. 3. FlOA T FINNISH SHOTCRETE WALLS UNLESS OTHER/11/SE SPECIFIED. CLEAN AREA AT THE BASE OF EACH LIFT TO ENSURE GOOD JOINTS BETWEEN LIFTS. 4. AFTER EACH STA{lE CUT, IN ANT!CIPA 1/0N OF SHOTCRETlNG, CLEAN SURFACES OF ALL LOOSE MATERIAL, MUD, REBOUND FROM PREVIOUS! Y PLACED SHOTCRETE, ANO OTHER FOREJGN MATTER THAT WILL PREVENT BONO OF SHOTCRETE. 5. WHEN A LA YER OF SHOTCRETE IS TO BE COVE/?ED IT SHALL FIRST BE ALLOWED TO DEVELOP ITS INITIAL SET. THEN ALL LOOSE MATERIAL AND REBOUND MUST BE REMOVED 6. FIRMLY POS/770N THE WIRE FABRIC AND THE REBARS TO PREVENT VIBRA 770N WHILE THE SHOTCRETE IS BEING APPLIED. LAP MESH 6" IN BOTH DIRECTIONS. 77£ WIRES SHALL BE BENT FLAT IN THE PLANE OF THE MESH AND NOT FORM LARGE KNOTS. VER77CAL REBAR'i Al?E TO HA VE MIN. 12" LAP. 7. CONTROL THICKNESS, METHOD OF SUPPORT, AIR PRESSURE AND WATER CONTENT OF SHOTCRETE TO PRECLUDE SAGGING OR SLOUGHING OFF. 8. SHOTCRETE SHALL BE APPLIED FROM THE BOTTOM UP TO PREVENT THE ACCUMULA 770N OF REBOUND ON THE SURFACE STILL TO BE COVERED. GROUT FOR SOIL NAILS: 1. SOIL NAIL GROUT SHALL BE A MIXTURE OF TYPE V CEMENT GROUT AND WATER AND CONFORM TO THE PROVISIONS IN "BONDING OR GROU77NG" OF THE CA/_ TRANS STANDA/?D SPECIACA TlONS SOILNAIL GROUT SHALL BE EITHER A MIXTURE OF 4.5-5 GALLONS OF WATER PER 94 SACK OF CEMENT OR A MIXTURE OF SAND, CEMENT AND WATER CONTAINING NOT LESS THAN 864 LB OF CEMENT PER CUBIC YARD. CONSTRUCTION PROC(DURE FOR SOIL NAIL WALL 7. LINES AND CRADf:.~'i SHALL BE ESTABLISHED BY THE GENERAL CONTRACTOR TO INSURE PROPER HORIZONTAL ALIGNMENT OF WALL ANO LOCA 770N OF SOIL NAILS. 2. 3. 4. 5. CONSTRUCTlON PROCEDURES SHALL BE ESTABLISHED SUCH THAT EXCA VA T!ONS OF LIFTS WILL BE IMMEOIA TEL Y FOLLOWED WITH THE !NSTALLA 770N OF THE SOIL NAILED WALL THE PURPOSE OF THIS TANDEM SEQUENCING IS TO INSURE THAT AN EXPOSED EXCAVATED EMBANKMENT WILL NOT CO UNSUPPORTED FOR LONGER THAN 48 HOURS. FOR THE TOP LIFT AND 72 HRS IN THE SUBSEQUENT LIFT: THE CONTRACTOR SHALL BASE HIS EXCA VA 770N PROCEDURES UPON THIS PREMISE. EXCA VA 7701</'i SHALL OCCUR IN VER77CAL LIFTS NOT TO EXCEED 6 Fl: VER77CALL YIN EACH LIFT ACCORDING TO THE PROCEDURE DESCRIBED AB0'1: AND SHALL PROCEED IN THE SAME TANDEM SE()UENCE OF EXCA VA 770N/!NSTALLA 770N OF SHOTCRETE SHORING AS DE.'iCRIBED IN NOTES ! AND 2. DRILL HOLES TO THE DIAMETER AND LENGTH IND/CA TED. INSERT THE SOIL NAILS AND FILL HOLE WITH CONCRETE USING P. V.C. PIPE STARTlNG FROM THE BOTTOM OF THE HOLE. SHOULD LOCALIZED SLOUCHING OCCUR IN THE GRANULAR TERRACE DEPOSIT, OR OVERBREAK OCCUR IN GRANULAR TERRACE DEPOSIT, THE CA WTY CREA TEO IS TO BE FILLED WITH SHOTCRETE WITH ONE LAYER OF WIRE MESH FOR EVERY 4" THICKNESS OF SHOTCRETE. 6. INSTALL 2' STRIPS OF "MIRAORAIN" AT ±6'--o• 0. C. AGAINST THE SOIL PRIOR TO THE APPL/CA 770N OF SHORING SHOTCRETE. APPLY SOHTCRETE AND CON77NUE IN TANDEM SEQUENCE PER NOTES ABOI-£ ALLOW AT LEAST FOR 12" OF SPLICE FOR THE MIRADRAIN IN BETWEEN EACH LIFT. 7. WHtN AT THE BOTTOM OF THE EXCAVA770N, CONNECT THE MIRADRAIN STRIPS TO THE HYDRAWAY 200 DRAINAGE SYSTEM OR PERFORATED DRAINAGE PIPE AS SHOWN IN DETAILS. 8. PROVISIONS SHALL BE MADE TO ALLOW FOR 8" LAPPING OF THE WELDED WIRE FABRIC AND 12" LAP AT THE HORZ BARS. ALSO 40 BAR DIA. LAPS FOR REBAR, HORIZONTALLY AND AT ALL CORNERS. 9. lliE CONTlNUOUS WALER REBAR SHALL BE PLACED ALONG EACH ROW OF SOIL NAILS, EMBEDDED AT MID-DEPTH OF THE WALL, AND LOCATED DIRECTLY BEHIND THE PLATE WASHERS OF EACH SOIL NAIL LAPPING SHALL BE AT 40 BAR DIAMETERS. 10. ONCE THE 1ST: LA YER OF SHOTCRETE IS APPLIED, THE 2ND ARCHITECTURAL COAT CAN BE APPLIED. {NIC) ROUGH FINISH 1ST LAYER OF SHOTCRETE. THE SURFACE IS TO HAVE MIN. 1/4" OF MOOULA770N. THE SURFACE IS TO BE WASHED CLEANED WITH HIGH PRESSURE WATER HOSE AND MUST BE FREE OF DUST AND DEBRIS. NOTE 1-GEOTECHN/CAL ENGINEER OF RECORD, LOWNEY ASSOCIATES SHALL REWEW THESE DRAWINGS, FOR GEOTECHNICAL ASPECTS ONLY, AND SHALL CONFIRM IN WRIT!NG THAT THESE DRAWINGS COMPLY WITH THE RECOMMENDA770NS SET FORTH IN THE GEOTECHNICAL REPORT: 2-CIVIL ENGINEER OF RECORD, TRC SOLU770NS INC. SHALL REVIEW THESE DRAWINGS, TO ASCERTAIN THAT THE DA TA VIS-A-VIS THE GEOME!RY, ALL/GNMENT AND THE ELEVA 770NS OF THE WALL ARE !/</ COMPLIANCE WITH THE CIVIL PLANS. EXCA VA 770N PROCEDURE FOR SOIL NAILED WALLS . 1. THE GRADING AND EXCA VA 770N FOR THE PROPOSED RETAINING WALLS MUST BE COORDINATED SUCH THAT OVERBREAK ANO SLOUGHING IN THE GRANULAR TERRACE DEPOSIT BE MINIMIZED. >----F.o.w. THE EXCAVATION CONTRACTOR SHALL PROVIDE BENCHES APPROX/MA TEL Y 20' WIDE IN LIFTS. THE ELEVA 770N OF THE PAD IS APPROX/MA TEL Y 2' BELOW THE LEVEL OF THE NAILS. ---1 . SOIL_ NAIL TESTING . PROCEDURE 1. P.ROOF TEST 5% OF THE NAILS OR MIN. TWO SOIL NAILS @ EACH ROW, @ ANY ONE WALL SEE ELEVATIONS FOR SUGGESTED LOCATION OF PROOF TEST NAILS IND/CA TED HIUS )H; 2. SOIL NAILS SHALL NOT BE TESTED UNTlL ANCHO/? LENGTH GROUT HAS ATTAINED A MINIMUM STRENGTH OF 1500 PSI. A MINIMUM 48 HOURS OF WAIT!NC PERIOD SHALL OCCUR BEFO/?E TESTlNC THE NAILS: THE TEST MAY BE PERFORMED BEFORE THAT TlME IF THE CONTRACTO/? SUBMl7S COMPRESS/VE STRENGTH TEST RESULTS VERIFYiNG THAT THE NAIL GROUT AND SHOTCRETE MIXES BEING USED WILL PROVIDE THE SPECIFIED COMPRESSIVE STRENGTH IN A LESSER TlME. 3. TESTlNG SEQUENCE A. ALL TEST NAILS ARE SACRIFICIAL NAILS ANO PER DETAIL 6/S6A HA VE A MINIMUM BOND LENG HI OF 10'. T!iE NAILS MAY BE GROUTED FULLY AND TESTED WITH A CUSHION OF COMPRESSIBLE MATERIAL AS SHOWN. HOWEVER AT NO TlME THE TEST LOAD MAY EXCEED 80% OF THE YiELD STRENGTH OF THE NAIL B. PROOF TEST SHALL BE CONDUCTED BY MEASURING THE TEST LOAD APPLIED TO THE TEST SOil NAIL AND THE TEST SOIL NAIL END MOVEMENT DURING INCREMENTAL LOADING IN ACCORDANCE WITH THE LOADING SCHEDULE. C. APPLY ALIGNMENT LOAD AND RECORD SOIL NAIL POS/170N. D. INCREASE SOIL NAIL LOAD IN PROCRESSl'1: STEPS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE.· PROOF TEST LOADING SCHEDULE AL = 0.125M M* =U XL X 1\X D 0.25M 0.375fl\ WHERE: 0.50M DESIGN BOND STRENGTH, IN GRANULAR AND AN£ GRAINED TERRACE DEPOSIT, 0.625M U = 1250 PSF 0.75M T\= 3.14 0.875M DESIGN BOND STRENGTH, IN S11/tstone/Cloysfone, U = 1500 PSF 1.00M BONDED LENGTH, L = TOTAL LENGTH OF 171E NAIL 1.25M BORE HOLE DIAMETER, D = 6" 7•50M M = 1.96 KIPS /FT: OF THE GROUTED BOND LtNGTH -UPPER 3 ROWS (AL-ALIGNMENT LOAD) M = 2.36 KIPS /FT: OF THE GROUTED BONO LENGTH -BOT:2 ROWS ...-........-(M --DESIGN TEST LOAD) ,-...,..,....--.,. _ ~.-----..., __ I -"~..,...... ..... ,,.-.,,...,-.....,_,,,........__,,_,.,.._J ~ V "V ....,,,~·-,,-~,, ........ -..... E. EACH INCREMENT OF LOAD SHALL BE APPLIED IN LESS THAN ONE MINUTE AND HELD FOR AT LEAST ONE MINUTE, BUT NOT MORE THAN 2 MIN. EXCEPT THAT LOAD EQUAL TO 1.50M SHALL BE HELD FOR 10 MIN. DURING THE LOAD HOLD, THE MOVEMENT OF THE END OF 77-1£ SOIL NAIL SHALL BE MEASURED AT 1, 2, 3, 4, 5 AND 10 MIN THE OBSERVATION PERIOD FOR THE LOAD HOLD SHALL START WHEN THE PUMP BEGINS TO APPLY THE INC/?EMENT OF LOAD FROM 0.75M TO 1.50M. IF THE MOVEMENT MEASURED BETWEEN ONE MIN AND 10 MIN AT THE LOAD IS LESS THAN 0.08: THE TEST NAIL IS DEEMED SUCESSFUL IF THE MOVEMENT EXCEEDS 0.08" FOR THE 10 MIN DURA770N. THE LOAD SHALL. BE MAINTAINED FOR AN ADDlllONAL 50 MIN, TOTAL MOVEMENT SHALL BE MEASURED AT 20, 30, 40, 50 AND 60 MIN. THE TOTAL MOVEMENT FOR THE ENTlRE I HR SHALL NOT EXCEED 0.12: . V£RIFICATION TESTING PROCEDURE 1. 2. 3. TWO ADOITlONAL TEST NAILS WILL BE TESTED IN ACCORDANCE WITH VER/FICA TION TEST PROCEDURE. THE VERIACA TION TEST SHALL BE CONDUCTED BY INCREMENTALLY LOADING THE TEST NAILS AND MEASU/?/NG ELONGA 770N ACCORDING TO THE TABLE BELOW. SEE ELEVAT!ONS FO/? SUGGESTED LOCATlON OF VERIFICATlON TEST NAILS INDICATED THusyjj; ALL VERIFICATION TEST NAILS ARE SACRlACIAL NAILS ANO SIMILA/? TO DETAIL 6/S6A. AT EACH STEP THE TEST NAILS ARE TO BE UNLOADED COMPLETEl y TO ALIGNMENT LOADING (AL*) PRIOR TO APPL YiNG THE INCREMENTAL LOADING OF THE NEXT INCREMENT: THE ELONGA 770N OF THE TEST NAILS IS TO BE MEASURED AND RECORDED AT EACH STEP SIMILAR TO SECTION OF PROOF TEST NAILS PROCEDU/?E. THE TlMES FOR READING THE ELONGATION SHALL BE AT 10, 30, 30, 45, 60, 120 AND 210 MINUTES. IF THE ELONGA 770N EXCEEDS 0.375: THE OBSERVATlON PERIOD SHALL BE EXTENDED TO 300 MINUTES, THE TOTAL CUMULATIVE ELONGAT!ON OF THE TEST NAIL IN 300 MINUTES SHALL NOT EXCEED 0.5~ VER!F7CA770N_TEST LOADING SCHEDULE LOAD OBSERVA 770N PERIOD (MIN) 0.25M 10 0.50M 30 0.75M 30 1.00M 45 1.25M 60 1.50M 120 2.00M 210 )~ ~:;,......,:;:,o,,,,..✓ ,._.... ....__,,...__...., 2. THE GRADING CONTRACTOR SHALL MAKE VERTICAL CUTS APPROX/MA TEL Y 12" THICKER THAN THE ANAL CUT EXCAVATION. BERM LOWNEY AS-SOCIA TES IS GOING TO PROVIDE TH£ SPECIAL INSPECTION AND SITE OBSERVA T!01V SUBJECT TO TH£ APPROVAL OF PB&A INC. IN CO/i4PLIAl'/C£ WITH SEC. 1701.5 OF TH£ UNIFORM BUILDING CODE THE Gl?ADING CONTRACT'OR SHALL TRIM F!.'VAL 12" AND SPOILS THEREFROM SHALL BE REMOVED BY THE GRADING CONTRACTOR IN THE SUCCESSIVE I./FT5 3. IT IS LiKEL Y TO ENCOUNTER GRANULAR TERRACE DEPOSIT E::,"PECIALL Y AT TOP ROW AND LOCALIZED SLOUGHING COUlD OCCUR IN WHICH CASE THE FOLLOWING SUGGESTED PROCEDURE IS TO BE FOLLOWED; a-LEAVE A 1: 1 BERM, 2' THICK AT TOP IN FRONT OF THE FACE OF THE FINAL CUT: b-DRILL lHRU lHE BERM AND FOLLOW THE PROCEDURE FOR INSTAIJA 770N OF THE NAILS AS DESCRIBED ABO!,£ c--CA/?EFULL Y EXCAVATE BETWEEN THE NAILS AND PRIOR TO THE INSTALLATION OF MIRADRAIN, THE REBAR AND THE MESH, APPLY A THIN LA YER OF SHOTCRETE IN ORDER TO CONTAIN THE LOOSE SOIL BEFORE 77-!E APPL/CA 770N OF 77-!E ANAL SHOlCRETE WALL REVIEWED FOR GENERAL CONFORMANCE WITH GEOTECHNICAL REPORT DATED FEB 25, 2005 LOWNEY ASSOCIATES Environmental/Geotechnical/Engineering REVIEWED WALL GEOMETRY, CONFORMANCE WITH PRECISE GRADING PLANS OF THE CORROSION REPORT TH£ INSPECTOR OF THE TESTING AGENCY MUST HAVE VERIFIABLE EXPERIENCE IN !/VSP£CT!NG THt· CONSTRUCT/Of\/ OF P£RMAll/£NT SOIL NAILED WALLS. !-ITEMS INSPE'CTED BY Tf/E TESTING AG£NC'r: A-PLACEMENT AND T£S77NG OF SHOTCRt-TE B-PLACEMENT OF REINFORCING STEEL C. DRIL.LJNG OF HOLES AND INS7ALLA T!ON OF THE SOIL NAILS. D. TESTING OF TH£ SOIL NAILS. 2-ITEMS OBSERVED BY THE G£0T£Cf!NICAL ENGINEER. A-VER/FICA TION THAT THE SOIL/ROCK STRATA ENCOUNTERED AR£-IN GENERAL COM,0 LIANC£ WITH THE FINDINGS OF 77-/E GEO TECHNICAL INVEST/GA T!ON. 3-· PB & A. IS TO PERFORM PERIODIC SIT£ OBS£RVA TION AND REVIEW TESTING AND MONllORING REPORTS A,VY OBSERVED NONCOMPLIANCE ITEMS AR£ TO BE Rt-PORTED TO PB&A. PB&A, AT TffEIR D!SCRE770N WILL RECOMMEND ANY R£M&?IAL ACTION OR LACK THERE OF. ,.,,,,~-----'" ---- DRAWiNG LISTS S1 GENERAL NOTES S2 SHORiNG PLAN S3 SHORING PU,..NS S4 ELEVATIONS S5 ELEVATIONS S4A ELEVATiONS S5A ELEVATIONS S6 SECTIONS S6A SECTIONS & DETAILS S7 DETAILS S8 SOILNAiL SCHEDULF ! ' ABBREVIATION ADD'L B.O.EXCA. BOT. Cl.R. ELEV. E.W. FIN.F.O.W. GALV. HORIZ. o.c. PL. STA. T.O.W. TYP. U.O.N. V.I.F. WLOL. W.P. W.W.F. ADDITIONAL BOTTOM OF EXCAVATION BOTTOM CLEARANCE ELEVATION EACH WAY FINISHED FLOOR OF WALL GALVANIZED HORIZONTAL ON CENTER PLATE STATION TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED VERIFY IN FIELD WALL LAYOUT LINE WATERPROOF WELDED WIRE FABRIC 0 z iB .. , >" (D a l.w ~ (L w Q:'. (L -0 I "' CQ ,,--\!) "' _J ~ 0 "' 0.. 0.. ... I" <( 0 0 UY <t _J o::: <( wf- ZCL wen GO I >-1- LL z (_') <( 0~ 0 I PERMIT NO. SH[[T 51 Of 11 f_ REVIEWED FOR GENERAL CONFORMANCE WITH GEOTECHNICAL CIATES WNEY ASSO ·-. al/Engineering LO t 1/G<,otechmc Environ.men a ~ • "''ifr ~ c}' ,'<',,; I I \ 1.'i'. ~OI"t::-~MI?!\ • if-~ 11,1,,. ... .,. "'~.-'"it:' • ,-:-,._;._ ,_,p C, .1.. . .,, I 1 REPORT DATED FEB 25, 2005 • ~"-·-, .... ' . ~-c_., I \.._ __ --· ~~7~>1/ -•-, 55.!>_ " ~""" <"J,.& .... kL ~ U-"' cmG!O!l'II. ~i ~L ~ RE\\Sl':D ~ ,TO S· rssu~P1igy ,.__o,R. '<iER1f1ro ~ WALL PL~,N Scale 1 -'" .. " 50'-0 4]00f,C \ \ 0 z <D fl I I ( lC (.Q l -C) i:i I ~ "' 0 0:, "' 'SI-a_ a_ -l() <( ('J w r I~ (J) 0::: w 5 0 z_J <( _J o_ C) <( 0 I >-f- u._ z 0~ "; ,<;a .. 0 >-() f----u PERMIT NO. SF1EET OF S2 11 E '1-~r,on i R 2"'--•"' .. r· _____ x_~= ' I REVIEWED FOR GENERAL CONFORM GEOTECHNICAL IATES ,------. WNEY ASSOC . al/Engineermg , , LO /Geotechnic -. . . -nmental , , .. Enviro '~-~-- ' r... 488DO REPORT DATED FEB 25, 2005 £ 490:'.JO ' '.' . . . . --- '<J.b:_ EX!S ------ [ L92Qf) ! 1 WALL P~,N Scale 1 -so'-o ,, I ;..-z wrCR~;,T ~--.... 0 -.. I / '14'-0' <Ji ol!il,_1"· ~__.......,. ·::,_--,, .... ,,,, if-;:;;M,\.. \ \\ \\ '/ Ji (J 0 z lD Q ;.: O'.l 0 w "' < (l_ w "' CL __ ,J <C I- Q_ (/) 0 I -C) 0 I '!, "' 0 (D ' "' 'tj--0..- C>. ~ <C lO "' le-' <( a et: I w 5 0 Z_J < __J o_ PERMIT NO. S2 1 1 1 Vv/~LL PLAN Scale 1" Ill 2 \VALL PLAN Scale 1 " 20'-0" 2 , o" 0 -· ) LOWNEY ASSOCIATES Environme~"tal/Geotechnical/E~ineer' - Ai· ,. -·-·--.. _ll/1'~/<>-U:~,/&tr '-. _·•i;:;::. .. REVIEWED WALL GEOMETRY, AI.Id° ,;;;;aq: AND EL GRADING PLANS i]j!j ~ No. C052787 * Exp. /2.·$/•0J,, * I Ill ~ ORMANCE WITH PRECISE .....J ;:= • c:~ ll: ..-• HUI . tf ' • 0 I ,, ' ~ 0 fC11111 g • I z GP ;;;i~iij ~ lr.8-,~.g~ ~ gi ,--·-"" __,. w9.:"'"""" :;::; I "'i"',.,_o:::""' !;r;:i\\lli1g tD .a-ilu IB!!li a. 1111 o5~,,,~~a. >-f- u PERMIT NO. SHEt~T S 3 OF 1 1 I 2"¢x40'-0" LONG ~ORIZONTAL @12'-0" 0. C. PVC DRi\lNS (TYP.) FUTURE PARKING STRUCTURE SITE 2 WALL PLAN 1 S5 _/ (E) COMM VERIF'( IN \'VALL PLAN Scale 1 " 1P~Y ASSOCIATES En'liromnenta1/G;Ot~Chni~a'i/E~g~riUg~-s· ~ri·~.;;;~ OFESs-1 0 <;'. " "' --·-··--·------1f'"; --Si· \\;.;;--\ •'l REVIEWED WALL GEOMETRY, ~}~\\•o,,._ • 0: GRADING PLAN "'.;;;.'.',~~ c D 53.4 53.6 WITH PRECISE I I I'--. cu le) 1 '-' ,v:, "' 6 z ~ --' ~ Q V) 0 ::r: 0 .. <( <l'.'.o :f :r: 0 --' w > w 0 (') <( 0 I I • ,_ C) .. I a °" I ~ B cc • "' ~ :': 1' 8:: z ' 8: ~ -;-w r-«: 10 0 {/) ILJ :;, f-->- "" <;;;, ~ -"' \;i uili., O ="' ~"" ~a, ::§ ~ (J)-..; -q: <o ,,,-{/)~ '-.l «u "'w ci' <( it ""-"'"' ltJ -~,;-.. ,;,,~ w .,>-1--'{.l;:: Ols ZhJ~~ ;½ -zt,j's (:J's:_ "' ~ z -• "' w O (',,,i (/) __J • _J 0 (/) u PERMIT NO. SHEFT OF S3 1 1 c; < ~ I ;; ~ -~ E . 50 ELEV. FT. 40 30 20 10 3+00 f-·-·-·-·-·-·-·-----·-·-·-··-·-·-·------·-·----- ORIGIN (0,0) STA. 3+17. 79' - SEE SCHEDULE 1 SEE SCHEDULE 2 1t+OO ---·-·-···-·-·-·-·-·--·--·--------·-·-·-·-·-·-+-·-·-·-·-•-- 1 VERIFY THE LO ATION OF THE UTILITY ,---~-s~~K-1~AlHEo l~~fo~NisA~i~iisl~~-\ _____ sTA._f~~5o.oo\---- i EL.=+38.7'±--\ i ! \ \ ,-----J L ____ 7 SEE SCHEDULE 4 SEE SCHEDULE 5 - ··T;O:W········-----· =±44.50' SEE SCHEDULE 3 I 5+00 ·-·------------------------+------------------- ~'-'-"-c-'-J· • SIM; - 'i: '!, •!, ··l ''c±i ,EL.=+36.9'± I I ... ,! ., ... -...... . I ii SEE SCHEDUl.E 4 \ __ r -----J_ ____ _ U?_J B.O.E. ±19.3' FINISH GRADE 0 6+00 1-----------------------+-------• ·;-I no lU --------------------------------------------j-------------·------·---------------BtOO I -·----------------------------------------------------------------r---------------------·-·-· ----------------------• • I BEND VERIFY THE LOCATION OF THE UTIL.ITY I BANK IN THE FIELD AND ADJUST THE NAIL LOCATION AS NECESSARY • • 50 I ELEV. FT. 40 ii ~ ff :c 30 20 10 0 I • II "-' I :1, "' l/1 [35 7 / 0 i ~ B.O.E. / ±19.7' r [ 37::J T [fil ~ I : ! / < : ' J; ·ct· JJ/r~ dJ ~L , B.O.E. ±20.0' I ' ,,, ,1: [_!~ ·, 1; r,;\ ELEVATION ----~-----__ -S-C-AL_E_: --1-/-8'-, --------1•-_-o:' --·· ·-· · 9+-00 10+00 :1: IH • • r;c • • • • • • • • • ~,1 • • • v • ' :J: ']• J___ . · L .59_.:__J SEE SCHEDULE 5 1 .___:_---1 SIM. .S6_ j__ -l--s2 1. I [_63] 'I, .... i/. /is .11 ., :1: ••• --"•i' ,_ J_ l ·--!-651---·[667- ' ·i' -••···,w·· . -··. -------------------·-·-·----------------------------+--------------------------------------•-•--·-·-·---•--------------------------------------------------/-----------------------------+-----------------I SOil.NAiLS HAVE BEEN DRILLED AND STA. 9+00,00 VERIFY THE LOCATION OF THE UTILITY I ...... ··1 ------,---. -------------------------------~-~---------------· • • I '/SHOTCRETED (1ST LAYER) 1 r·BANK IN THE FIELD AND ADJUST THE ,1 I I NAIL LOCATION AS NECESSARY I ~.,_._!_.,~~c:_::..::.1~4-• f SOILNAILS HAVE BEEN DRILLED 1·· SHOTCRETED (1ST LAYER) 50 ELEV. FT. 40 30 20 10 I /=============~=== -11 ''l ,,, ·1·-• -·-;1·;· .... w·· .,- 1 i f 1 -Clli ----Ls~7 f:" ~5 I l:.c~s I B.O.E. 1\ ·c; • REVIEWED FOR GENERAL CONFORMANCE WITH GEOTECHNICAL REPORT DATED FEB 25, 2005 LOWNEY ASSOCIATES Environmental/Geotechnical/Engineeri REVIEWED WALL GEOMETRY, GRADING PLANS ' ' CONFORMANCE WITH PRECISE - - ---_,!_-_ ' -,, " !I: 'it -·:r,-•• i --/- : I [I . .. ·:i: ..•. -·. ·q,·. rk/ [~ I FlNISH_~J ' ·-1 l, d1 j B.O.E. -±18.0~--- GRADE .f;;'\3 _______ ELEVATION ~ SCALE: 1 /8" = NOTE: -COORDINATE SOil.NAiLS' LOCATION IN THE FIELD TO AVOID INTERFERENCE WITH V--NAILS. 1 '-0" .. . ]i ... 'J J I !i- i! 'I l I l J 102 J. ___ QoSl __ LEGEND: 0 ---NAIL USING GR. 75 1/8 BAR 0~--NAIL USING GR.75 ,J/9 BAR (,p1---PROOF TEST SOIL NAIL e's @------MONITORING POINT ®'-----'VERIFICATION TEST SOIL NAIL c•a ® ORIGIN (0,0) •• ·/- / --~•-NAIL V-NAIL NO. r-•-• --BUILDING GRID LINE AND ·:r ;1, •il I __ cl:J __ SEE SCHEDULE 6 11 + 00 I -f-----------------: I • • I • • I • • • • ---1 • • I • • I :111 (:01 -Z --I Ill :I: Ill ocn i [ ffi I 0 z m 0 ~ _J <( I- o_ (/) 0 :r: ('.) .. <( o::o w -r 0. -~ 0 --1 w > w 0 -;.:. (D 0 w fr'. <l'. 0.. w fr'. 0.. ~ < < Vj 0 Oi:c, $: CCC c:, ,._ iJ:! (J Lu r:"i "' ~~ ::,; Q: 6·8 :z: <n "' ~ l-C '-' I _, _, "' Uj :z: ::j ~ 0 _, $: ~ ~ _, Lu :iii Q: ~ "" _, "" _, ~ _, _, "' Lu ~ J "' < = S; Ci '"" Cti !:':c ~ c:, 0 ' ' '!I! a "' 0 I'! co "' 'I-0. ;;;: ~ 0. I.() « "- "' ~ w I--< <( 0 0 (/) w I f-,.__ <(§ --· :r: U) 00~ \,t 0 :i: <;',,j c:, "' "' (/) -.J 0-, ~ ,,,u <:.::,, :::c: {/)~ 0 J_ "'" ··<("-' ·"" "'" fr'. "--'°'o-.,-:r~ w ~i-.:;_...-,..._ ~·-w >-.-e5 ~ ZWV"J-.1l::::, t -zi:55 (.'.) $ ·~ '!! z 40 WQ"< (/) _J __j 0 (/) U) ::::) Q_ 2 <( u Q:;: w 5 Ul C) z-1 01 f-<(_j > <( u.J f- __J Q_ LLJ U) 0 I I () i <Cw w~ CD [Y <( CL w f-0 rv~ ow o_2t sS w~ z::s >-I-- LL z 0~ 2 0 )-u f- u PERMIT NO. SHEET s 4 or 11 50 ELEV.7 FT. 40 30 20 10 3+00 1-----------1 r---, STA. 3+17.79' I I ---------------- i l -----------------------------······-··-····· •••. 1 ..•. 1 .•••.•.•.••.•.. 1 •••••. -:-.~,., ... -_..., •••••••• -,,...-_,_. ••••••••••••••••.•••••.••••• ;if~2~~iif~-~~N~:f~~l~~f~~i¼fU,c' -;~:;~:~~;:f;~g~~~~ -• - - - - - - - -L_~ ;_~ ~-~J-- - - - - - - -_ / - -~ B_Q_E. / • ±44.4' ORIGIN (0,0) SEE SCHEDULE 1 SEE SCHEDULE 2 SEE SCHEDULE 3 SEE SCHEDULE 4 ELEVATION V-NAIL@6'-o"o_c_ SEE SCHEDULE 4 SEE SCHEDULE 5 0 -®c-A---------------------------------------------------------------------------------------~ ------------,-:,------------- b+ 00 7+00 8+00 I 50 ELEV. FT. 40 30 20 10 0 50 7 ELEV. FT. 40 30 20 10 0 1------------------------+ --- • • I • • • • -............................................ ---.. -... , ............. . I 9+0 : ------------------------------------------------+--I I • • I ....................... ._ ..................................................... . REVIEWED FOR GENERAL CONFORMANCE W1TH GEOTECHNICAL REPORT DATED FEB 25, LOWNEY ASSOCIATES Environmental/Geotechnical/Engineering 2005 REVIEWED GRADING WALL GEOMETRY, PLANS W1TH PRECISE I BEND -1-----------------------------------------------------------------------------------! -----------+-------------------------------------------, • VERIFY THE LOCATION OF THE UTILITY I STA. 6+50.00 ,BANK IN THE FIELD AND ADJUST THE ,,-----._ • r / NAIL LOCATION AS NECESSARY .----1-• I I~-:~~ ,12"¢ Pvc nowNDRAlN To l ... s_6~--siM. ! 11 ~~~fEM0 i;~r1~~IL I / EL.=+36_5'± (i,' r-EL.=+36.8'+ ___ _______ ____ _ ______ _ ______________________ ---------,,,------.,,-----. SEE SCHEDULE 5 10+00 NAIL USING GR.75 lf8 BAR 0---NAIL USING GR. 75 #9 BAR NOTE: COORDINATE SOILNAILS' LOCATION IN THE FIELD W--ROOF TEST SOIL NAIL L"-' TO AVOID INTERFERENCE WITH V-NAILS. @--------MONITORING POINT ~l----1/ERiFlCATION TEST SOIL NAIL L"j (X; ORIGIN 0,0) ---V-NAIL T ct:J---V-NAIL NO_ SEE SCHEDULE 6 11 t 00 I I • -,-------------------. I • l I SURF ACE ARE'l AREA OF ARCH. !NISH WALL = 32120 SQ.FT. SURFACE SURFACE AREA OF CANTILEVER RETAINING WALL = 1058 SQ.FT. • • • • I I • L I <ol~ ..---::-7'---'-'-r-'---'--t - <-( f-' Q_ (/) 0 I (? .. <( ll:'. 0 ~I 0 _J ~ w 0 -_;.: !J} 0 tu 0:: <( [l_ w ll:'. [l_ 0 I "' (Q -st- U) =:) Q_ 2 <( u G <( 0 I >-1-- u PERMIT NO. SHEET S4 ------ 11 SEE SCHEDULE 7 SEE SCHEDULE 8 I 11+50 12+00 1?+50 • --------------------------1------------------I --------------------------·+---------------·---------------------------·------+------ 50 _ ELEV. FT. 40 30 20 10 0 • 50 ELEV. FT. 40 30 20 10 0 SOILNAILS HAVE BEEN DRILLED -SHOTCRETED (1ST LAYER) '-·-·· AND 12"¢ STA .. J.2+00.00 VERIFY THE LOCATION OF THE UTILITY \ \ ,BANK IN THE FIELD AND ADJUST THE PVs~!~:N~~~i~~~~\\··\····;·~-~~~~~.--;·••NAIL-LOCATION-AS-NECESSARY-- 0---E_L_E_Y_f-CA-~-~0_1 /-~-, -1,-0-,,' ~ SEE SCHEDULE 12 ® ELEVATION 2 1--------,-,,---,----,, SCALE: 1 /8" 1 '-0" REVIEWED FOR GENERAL CONFORMANCE WITH GEOTECHNICAL REPORT DATED FEB 25, 2005 LOWNEY ASSOCIATES Environmental/Geotechnical/Eng.ineering REVIEWED WALL GEOMETRY, ALIGHMENT GRADING PLANS NOTE: COORDINATE SOILNAILS' LOCATION IN THE FIELD TO AVOID INTERFERENCE WITH V-NAILS. 0 SEE SCHEDULE 1 0 SEE SCHED LE 11 13+00 13-t-50 --··---------j---·---------·-----------·-----------··---··------·t---·-·---- 2 LEGEND: G ------NAIL USING GR.75 #8 BAR 0---NAIL USING GR.75 #9 BAR (J/•----vROOF TEST SOIL NAIL L"_i @-----MONITORING POINT ~),-.•---VE,RIFICA TION TEST SOIL NAIL L~J @ ORIGIN (0,0) ,~---,-~7 8 . -•-----!BUILDING GRID LINE !,{5c/f;+j· •-......;NAIL-INSTALLED AREA I • • I • • • I • • 50 ELEV. FT. 40 30 20 10 ;;.: {IJ 0 w Ct'. < D.. w (l'.' D.. (.{) =::i o __ 2 <( u 0::: liJ s 0 (/) _J z 0 1---<(-J ><( LL 1---- _ Q_ LL UJ 0 I (.'.) <( 0 I >-· I-- LL z 0 ::J 2 >-f-- (_) 2 0 () PERMIT NO. Sl-lEET _SS or _u_ I SEE SCHEDULE 7 L SEE SCHEDULE 8 SEE SCHEDULE 9 1 12+00 I ----------------··-----·--+-----------·----------·-·----------··--··-. ·---------------·-----··--------------- 50 ELEV. FT. 40 20 10 0 • • I • • I • • .. H! :I! "' I "' ill ......... r Dill \_N-=B-:".Oc":.E'c-. ±11.3' 40 30 20 10 0 • ' ;n ,,: "' B.O.E. ± 10.1' (E) UTlL TY (V.I.F.) '" '" '" . " . , -Ill, , , , '" J.7 L.l.S&.J 169 \ \ ~ B.O.E ~ B.O.E. ±11.3' S><-T~A~. ~1~4±_04_.il_4 T.O.W B.O.E. ± 10.1' SJ& 12+00.00 ------,-2--111-P-VC_D_O_WN_D_RA_I_N--TO--l • PROP:. DRAINAGE - SYSTEM SEE CIVIL B.O.E. ±11.3' B.O.E. ±7.8' \ STA, 14+52.22 \ ~ T.O.W =±46.70'' REVIEWED FOR GENERAL CONFORMANCE WITH GEOTECHNICAL REPORT DA'l'l!.'D FEB 25, 2005 LOWNEY ASSOCIATES Environmental/Geo-technical/Engine REVIEWED WALL GEOMETRY, GRADING P OF!;SS1 ll J. 8 OR C o. C052787 NCE WITH PRECISE ' FINISH GRADE ©-E_L_E_V_SA_CA-!-~-~-~-.. -1-· -0 .. 1 (E) S6A UTILITY (V.I.F.) \ " ill . 1.\i .. . .. Jl1. '" "' !H "' Ill "' ul2 r i J~J SEE SCHEDULE 12 l!i i!!{O • IH • -.IJ! ·"'··•·~O. •• !IL ill :Ji I '" ill ill N........,,. Ill IH ill Ill ,, .... ,l ... ciLr ·~· L--~.J L 185 J .M -~ /' 1// '" ,11 "' ;p . .1\1. l.l( . . . . . ill. ......... l)l. m !JI HI '" m ill Iii "' "' "' l" i!I r ,I1J· ~ 'I' ok:1 ' . c:@7·· ®-E_L_E_V_f-cA-!-~0-1/-~-,-,, -1..,...· --co,, NO]];; COORDINATE SOILNAILS' LOCATION IN THE FIELD TO AVOID INTERFERENCE WITH V-NAILS. STA. / !II . . .Ill . IH "' "' 4' .,.l--i L_!§1J .. J SEE SCHEDULE 1 D SEE SCHEDULE 11 I • • I • 13+00 - • -----------t--------------------------------------··----·--·-----------------------------·-----' 2 S6 STA.J3+05~8 r ............ . STA. 13+23. 0 T.o.w· =±44.89' EL. PROVIDE #9 V-NAIL AT CANTILEVER RETAINING WALL AREA +37.5'± EXTEND ARCH FIN. BELOW F.G.(TYP.) SEE DETAIL 3/S6 /~ S" 1-ioT c "-• ,-E S1e; Fl o 1.:. To f-/ E i<.lZ ~ f-0" • • I • • I (3) I flt $T.O.W , =±40.86' [_OTAT:L,15:~;~:;ATION r-ROTATE 15', 10· 50 ELEV. STA, 15+85.0 LEGEND: G---NAIL USING CR.75 #8 BAR 111-~__JV-NAIL 0---NAIL USING GR.75 #9 BAR ~ROOF TEST SOIL NAIL ctJ--_,,-NAIL NO. @-----MONITORING POINT ®---VERIFICATION TEST SOIL NAIL '°" ® ORIGIN (O,O) INCLINATION 1 o· I ·········•· ·4· FT. S7 (E)WALL 40 _;:. ·: .'-~..c.....'·.· ---:~~-_·······• .. ><••···· ' • • • (E) TIEBACK 2 OUTLINE OF "' • (t) CRIB WALL '-t--c--c;* TO BE REMOVED 30 BY OTHERS ·• ;~~ ~~~IF~ I~ ;IELD . .. -."';"~. --~H ,,._.....,;,.,....t, .-1~1 ·.,:,_ . ...:;H .. ·:~~!-{. SHOTCRETE FACING ··or (E) WALL·········· PLAN REVIEW 20 '..,!<,,,,,<e!"'-ans have be$n reviewed and are tound lo be in !)Jbs 111a, romp!faflce with ths appli~hle gradlng cocti,,..s adop!ed by City of Newpor1 Beach, Approval is ,eromme11ded fur pem1.i! issuaoca iOF f.SS!i ;\~:riding approval by all ap1)hcab!e City departments and agoodes. 5i,._~ BAO t~~ pmmittee shall ensure that al! plans, spdr',ations arid Co;JSlmcl!on oonduG~ed h&ret.1nder shall Cl'mip!y !n a!! r~ to the ~ , kru:!e codes and 1.."'ftiir2nt<r2 <if.ti by oomrr,encing constmf',fon rfo, 040158 rn er(aLmcter, ngreos 1-0 rt1lema oorl lnilimni1y City and it's consuitants !: ~ and against any cad0 vi,;;)mk.me in !t'.e ccmple\ed wortc, ) BAGAHI E~ !NEERING INC. "~-~=--,-:.--,,,q;:.:...A--;_·_oat 7 ~-r.a,.._ 7.( SURFACE AREA OF 1ST LAYER OF SHOTCRETE WALL = 35283 SQ.FT. SURFACE AREA OF ARCH. FINISH WALL = 32120 SQ.FT. SURFACE AREA OF CANTILEVER RETAINING WALL = 1058 SQ.FT. >' en 0 w Q'.'.'. <( (L w Q'.'.'. 0.. i5 I ti~ '"'-' w"' ;;,:· 6i <.) <;/ ,,! :;i' ~ __, ?.'j __, ali -J " ..J "' ~ "' L'' ...::..1 • Cl) r.: Ill :I! I!! lilt I~ llli .. Ii z i~ Ill z . -00! ~, oil It ill lilt ~ Oil @ I- ~ . • I!: I-:·z <c ,., ' :,:· [l I U) Ur ::::i <(3 0... w~ 2 <( mer: u <( (l_ er: w LiJ 1--0 5 0::::: f---0 z (/) __J ow z 2 0 o_ (l_ f--3:S ~::i w~ _,,..,. !--w_ z~ __J 0... W(/1 0 >--:r: I- (') LL z 0 _) <( 0 2 2 I 0 )-u I---u PERMIT NO. S.1--/EET OF 55 1 1 V) a Vi s: ~ 50 ELEV. FT. 40 30 20 10 0 50 ELEV. FT. 40 30 20 10 0 30 20 10 0 3+00 4-t-00 5+00 r-·-·-·-·-·-·-·-·-··-·-·-··-·-·--·-·-·-·-·-·-·-·-·-·-···-·-·-·-··-·-------·-·-·-·---------·--j-·-·-·-·-·-·-·-·-·-··-·--·-·-·-·-·---·-·-·---·---·---·---·-·-·-·-·-·------·-·-·-·-·-·-·-t--·-·-·-·-·-·-·-·-·-·-·-·-·-·-·····-··-···-·····-··-·-·-·---·-·-·-·---·-·-·-'.! ! • STA. I I ! ! l I ! I / I ·················J···· ~B.O.E. ±44.4' 3+17.79' STA._ 4+50.00 • • ······-···-······················•··························································· .......• ····••···································· ·•·················· ······•····•I ·······························•··•···································· 1 ................ 'f;O;W···· \ =±44.50' : • ±24.0' ··· 0··· ELEVATION 1 SCALE: 1 /8" 1 '-0" s~-oo 7too s+oo ,-··-··· ··-·-··-·-... ···-· --·-·-··-· --···--·-· ·-·--·--·-·--. --·-··-··---·-· -·-·-·--·--···-·-···--·-·--·--·--·--·--·-··--·-·-·-·---·-·-··· ·-·-·-·---·--··--·-j·--·---·--·-·-·-·-··--·--·-•-··-··--·-·-·---·-·-·--·---·--·--··-·-·--·---·-·-· -·-·-·-·-···-·-·------·--·-t·-·-··-·--·--··· --·--· -·--·---·-·-····-·-·-•-·-·--~ • • I I BOE,/ . . . ±19. 7' 6+50.00 ® ELEVATION 2 ______ 1_/_8_'' --- SCALE: 1 '-0" 9+00 !--·--·-··--·-··-·-·-----·-·----··-·-·-·---·-·--·-·-·---·1---·-·-·---·-·-·--•---·-·---·--·-·--·-·-·-·-·-·---·-·-··-·---·--··-··-·-·-··-·-·-·--···-······-· • I • • 9+00.00 r:;-\3 ._E __ L_ ... E_··•.V_~_T_IO_N_ ... __ ~ SCALE: 1 /8" 1 '-0" I I0-t-00 ·11+00 ---j--·-·-·-··-· ·-·-·-·-·-··-·-·-····-· --·-·-·-·-·-·-·-·-·-·-·-·--·-·--·-·-·--·-·-·-·-··-·-·-·--·-·---·-+·-·-··-·--·-·---·-! i I GRANULAR TERRACE DEPOSITS (SM&SM) CLAYEY SILT /WEATHERED BR (MH) BEDROCK (SILTSTONE) N.QTE: LOCATIONS THE SOIL LA YER ING AND THE OF HORIZONTAL DRAIN ARE TO BE VERIFIED lN FIELD. • I • • • I f".... <olLO! ,,_~L.+-~~~-~• __J <( l- o_ (F) 0 I 0 .. <( 8:i 0 o_ I 0 ...J ~ I.cl 0 :;..: (D 0 w 0::. <( Q_ w 0::. Q_ (/) :::J CL '> -- <(_ u u::: w :c, ;;> m9 z 0 I--<( ___J > <(_ w i-- w___J Q_ (/) 0 T (_') <( 0 I t--- 0::::: 0 ()_ 5 w z 8 I "' N .,l. 0 .... ,,,. 0 O' ,,.,, 0 0 z a:, '5 :,i ro a. 1---z w 2 0.. 0 ...J I.JJ > Lu Cl >--I-- LL. z 0 :::J 2 >-- f-- u 2 0 0 PERMIT NO. SHEET s 4 A OF 11 3+00 4+00 5+00 f-·-------·-··-·-·-•-·-·-·-·-·-·-·-·-·-·-·-·-·-·-··-·•-·-·-·-··-·-·-·-·---------·-•-··-·-·--!-···-. ·-· ---·-·-·-·-·-·-·-·-·· -·-··-· --·-·-·-·-·-·-------·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-t·-·-· ·-·--·-··-··-·-·-·-·-·-· ·-·-·-··-·-·-··-·-·-·-··-·-·-·-·-·-·-··-··-! B.O.E. ±44.4' ORIGIN STA. 3+17. 79' ~.,...:.T.:.:·0..·W ................ . =±47.39' STA. 4+50.0~ \ · · · · · · · · · · · · ·• · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · • · · ·· · · · • · · · · • · · ·· · · · · · \ · · · · • · · ·· · ·T.O.W · · · ·· ·· · · · · · · · · · · · · · · · · · • I • • • • I =±44.50' . . -~~--:-~-:--:~~-:-:-.-:.-~:_.... . . -.(t -----:'!~-~~~~-~~:-.~--~-~~:---.-~-.-~~~~:-:~~~:-:-=-.--------------------, I ............. 0··· ELE~!~~~~········1 ·~0~.-•········· 6+00 7·t00 2"¢X40'-0" LONG PVC IN 6"\ll HOLE HORIZ. DRA.IN ·@· 1 ;i'.:.o" O.C. 8+00 1-·---------·-··--·-·-·I ....... ··-······· ·-t-·-------·-·-·-·-·-·-·-·-·-·-·-··-···-·-·-·-·-· ..... -···. ·······-·-·-···-·-·-·-·-·--·-·-·-·-·-··-·-t·-·-•-·-·•-·-·-·-·--·-····-·-·-·-·-·· • • • • I • • • • • • B.O.E. ±19.7' BENO $TA. 6+50.00 (i'\,_...E_L_E_V_A_T_I_O 1 _1N 8 _,, _1_, _0,, ~ SCALt.: 9+00 10+00 ~·-·-·--·-·-·--·--·-·-·-·-·-····"'···-·-·-•-·-·-·-·-·-t-·-··-·-·--·-·-·-·-·-·-·-·-·-·-·-·--· •··----·-·-------------·-·-·-----·--·-·-·-···-·-·-·-··-····f---·--·-·------ 11 I 0(1 I T. u I ·····--·-·-·-·---·-·---·-·-·-•-··--•-·-·-·-·-·-·-----·--·-·-·-·------------·--t•·--·-·----·-·---·-• • I • • I • • / STA. 9+00.00 T.0.W I =±47.74' I. ···•····----·····-·•··•··········· ...........••....•.•••.• ··········-··-·········· .... ••••••••••••••••••• ..... . LEGEND: ®-E_L_E_Y_f-cA-~-~0-1 ;-~-,, -1-· -o,, GRANULAR TERRACE DEPOSITS (SM&SM) CLAYEY SILT/WEATHERED BR (MH) BEDROCK (Sil TSTONE) NOTE: THE SOIL LAYERING AND THE LOCATIONS OF HORIZONTAL DRAIN ARE TO BE VERIFIED IN FIELD. I .f.. ➔ B.O.E. / ~ B.O.E. ±7.8' , ±11.3' • I • • I • • I • • 0 I "' •---~-- ;:. rn 0 w O:'. <( 0. w O:'. 0. '"'- • 1::, 11:: HIii ••:( •31!1 aar.a 11:t. (.() => o_ 2 <C () 0::: w c.nS z 0 (') <( 0 I § "' 0 >-f--' -LLZ 0:::) 2 2 0 u u PERMIT NO. SHEET S4A OF 11 I 50 ELEV. FT. 40 30 20 10 0 50 ELEV. FT. 40 30 20 10 0 12+00 ·---------------------------------------····-···· -----------------------------------+------------------------------------------. -----------. ··-·-··-------. ---------·-· --13+00 ----------------------------1---------------------------------------------------------------------~ -------------l----·---------------------------.. -· -------· .. ------------------------------------------.. -----.. ---------------------------- • • • • I l 14+00 I I 2"¢X40'-o" LONG PVC / HOLE HORI'.(. J @ 12'-o" o.c. DRAIN ©1---E_L_E_V_f-CA-~-10-1 /-:-~-::-,, -1 -:--, ---:0,, _,,. ~ 15+ Q(J -----------------------+--------------------------------------------------------------------------------. ---------------+----------------·--------------·---------------------------------------------------- ' I,Q.\IV_ =±40.92' ./,.· /.,,•_,. ·> /,-_/ -✓,-"/_, ·/ ,/-· '/ '/ ,-/;--✓·>.... / '/.·'/,, ., __ . BEND ,••,<-• •' ✓ /., .>✓, • , • '' f , ,-·,<' ,' ' ' ' / ',-/ ', / / ,•· T , ' ,• • ' ,--·. '.; ~✓ ,· ,· ,•· • '/' ',, '/_ ; ,-,' ,-✓; /•" /' ,• ,:, / ;.-, • , , -✓ ,-··•< •• ,•.: ·,;;<. ,;• '•' , ,•' / (,, .-<• ✓ <-,' _C ,• , >"/,. ' ' • ' ::•.•~:::.::.•;.~:.::> ... •·••.> .. / .•. •.:.~.::: .. :•:f-.•.• .. :.::.,••·••~;:• •.• .... ~-~-••••.•.•••·•••.••~; •·•,:.:~_•••••.·_••·•• .. ••~.,:;,,.;> .. •••:,.: .... ;,••••••·.,•.••:~ .. , ... : .... •.••:;,•.•.••••:' ... •••.•. •.•••••.•_:0.••··••~_:;··••.·•••.•.-.~:.:;~/;?;.• .. c.~-.. ••.::: .. 0.••,/•--••,•.•.,:,.:.•.• .. " .. •,•.•; .. :~.~-•-~.•:; .. <.';,••.••,:,., •. '.•"'.•.•~.•••.•·• .. :_ .. ;:•••:·•,•.;~••.~ .•. ::y.>.•-~.,~.·••·•·.;.,,::_•:-.. ,·;•'.¼'.:•.'•'.:;~,•.s.,•.•.:,,.: .. :•· .•;,; .'.:.~.•.~\.'/:-.>,".,;~.:.\:',••;•,;;,-:';':s_c.-.•./•.•.,;.,_.,;;••>.,:.:,.,:~•'':~•.:. "'•·••,,,•·•,••• .• :•.••;.• ',•.',,,;: .• _.•,••;"•'.,•·.•.••·.;..-••.•.,:'••!<,,•.,,.:,•:•r .. ,-.•.•,•.,,•,.•,•.• '' • C"" •·V, 1/ • • )'' ; •••• ------- - - ------------------"----· , ' ,' , ,,_ :~;:;-,d',~0<~~:~~-;~;~.>;>;.:,{-<:;'$'s;~~~~;cy;,l:~Y,.,,>>~?-;~-~.;:~;~<<,·>~~1~~~w:0:; .. ; .. ;.;:<:~~-:~:;,0;~<;:t,~;.'.·(~)::;~:~ ~:~-~ti;E.;_~;;-:,;--~-~;0~t.,f~~~'.;:;:t:::§:~_iEi~~';,;'.~~;<;;:;;<~~~~;:5::;-:0;1;;t:-~tt~~; .,·~~-:,-,::.;,,::s;::zt~d;>:--:-.. c.c,v _, . ,·. •,;,.' . ' -;-.,-✓, /' ·;r,e-0-v-~: . -<Ls~-•• ,.~,-s.•4•~"""'"'''''-"'••'•·•C••*· ,.e.•4•',., ·+'e•,•,.~• •. 'H·++·~·~···,,,~ .... ,,_,,, • .,.~~·~~::,:·~ -= ·"-"--,. ~---" -:·..;\r>;v,:~''·-"d:;_;<:, -~----,'.·->,;:-.:-~~:-_: ·->;-:-_~'--°'i~';'-' - ' • • l • • l I \ , ...... \ \ \ ~ B.O.E. ', ±10.0' ®,---E_LE_V _ _!-_cA-!-~-~-~..,,..,, -1.,...· --::o,, ®--"-- LEGEND: i I . ·-@ GRANULAR TERRACE DEPOSITS (SM&SM) CLAYEY SILT /WEATHERED BR (MH) BEDROCK (SILTSTONE) NOTE: I ---__ . -j-~ I . . . . .. . . . ...... --------------. -- -----(E)WALL ---;..-~--~1 -------i ·---~· ---·----·---'-. -~ :·:-:--::':;;:._. --i .... ------1 I THE SOIL LAYERING AND THE LOCATIONS ARE TO BE VERIFIED OF HORIZONTAL DRAIN IN FIELD. • I • • • • • _j <( f-- o_ (/) 0 I G <( o:::o :,t1 I 0 _J is' w a -;.: m a w 0::: .,: 0.. w fr:'. (L (/) :::, o_ 2 <( (_) 0::: LL J s: 0 (/) _j z 0 !-<( _j ><( wl- _ _J CL W(f) 0 I C) <( 0 I 0 < ,o 0 J, "' I ;;; !¥ 0 I u f--z <( Ld w~ m~ u_ 0 >-I-- (_) Q uJ C) z => 2' 2' 0 (_) PERMIT NO. SHEETS.SA OF 1 1 12-+00 13+00 J -------------------------------------------------------------------------------+-------------------------------------------------------------------------------------------------1-----------------------------------------------------------------------------• 14-t-OO 15+00 -------------------------+------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------- ST~A~. ~1~4~+~5=2=-24~ ~:~~o-\ \ -0 1 .(o 6 .. E. 'f" ±9.5' \ ~ 8.0.E. I ±3.5' ®-E_L_E_V_s_!-!-~-~-~..,...,, _1_, _0,, LEGEND: - STA. 15+85.02 ±12.0' GRANULAR TERRACE DEPOSITS (SM&SM) CLAYEY SILT /WEATHERED BR (MH) BEDROCK (SILTSTONE) BEND \ • \ -1-- 1 B.O.! ±3.5' ~ T.O.W I =±4o.ae· THE SOIL LAYERING AND THE LOCATIONS OF HORIZONTAL DRAIN ARE TO BE VERIFIED !N FIELD. (f) Ill Ill ,. 0 z "' 0 ~ _j <( I- (L (/) 0 I C) .. <( 11'. 0 ~I 0 ...J w > w 0 :;.: m 0 w l:t: <l'. 0.. w 11'. 0.. ,__ CJ i (/) ~, "' -C, __, <( <il __, :;;: -' ~ ~ 3l< "-' "' -C, a I i5 0 "' "" (D "' -I "-' -"-'-" <( "' w -w JI f I ,- -~ ~~ s( ' C, \)') w t'l ~>-ef,< ~ ,,_:',,i:L', "' "' '""':-;;,;"' ~ ,· Go:::, C "' o:c~ a:=:~ C c:, (I;-'".'( l") (/) ~ (,,j ..!_ "'"' '<'-' <( lu ~ <o,t-O<C a:: a.. 5 'Sf- ::r: l:is '",-LLI >-~~-:;:, w ;...._fri- '5"' Z lJJ~::::jt:, a -z 4..1:::; ~ (!);S "-z 1o 'i! w O"' (/) _j --1 0 (f) • C:I 1c: ..... ~:a: ' ·i ital~ m -< • l,i~si 11~1 -ll!<ll <> ,:l 1 -: ...-.;;;;.s;;.5 "''C.,"' ;;lje'i,.,,,-g °!\!:c,>~16.! IICII. -B'"'#iJ1'fi<>-2*;~;i.© -i-,w,z W-•~-.~ ,;,. _J Zf!ll ,~ le !ID [i ~ ' -:Ii! ill) 1!11 (!ll iii !II ;/!~ 8@ _, (JJ =:) Q_ 2 <C (_) -,--'- (.'.) <C 0 :rl !II @: !"1 !"1 ~ -Ill) :Ii! "" ill Ill I!!'. ©J IP @ <( @: IF &: ©J @ >-- f----- u PERMIT NO. ... "' 0 0 "' 0 0 z ro 0 ~ < <SJ m "- SHEET SSA 01--11 ELEV. (FT) 6 5 2 l I I JO.J . 20'-0" (NTS) DEDICATION TO CITY OF I I NEWPORT BEACH , NOTE 1: (CONSTRUCTION RIGHTS 1' l l 1' RESERVED) I 1 NOTE 2: -FOR 2ND LA YER OF SHOTCRETE WALL, THE THICKNESS WILL BE MIN. 6" & MAX 9". -VERTICAL NAILS EMBEDDED i 5'-0" MIN. BELOW B.0. EXCAV. 0-!;LEV. T/W · =VARIES 2ND LAYER OF - SHOTCRETE FACING SEE "NOTE 1" L FOR Fr'G DETAIL-, SEE STRUCT, DWG'S \ LJJ~O.FTG V= VARIES a. 8.0. X-~~ V~ VARIES I 3" SHOTCRETE COVER~ NAIL HEAD lt&STUDS ··• IF ABOVE T.O.FTG •. ·-. I VARIES ! ,r-SEE STRUCT'L.-+ DRAWINGS L EXISTING GRADE , ' ' • ,' . . :-\,·.>; ,.-_,..,., . ,· ' ,, , -. ' ' _, 'J ' '_-. __ '-:,--<~ DRAINGREAT ·-. _-SEE 5/S7 / QUICK DRAIN G,EOFABRIC • 1 CONSTRUCTION PROCEDURE: 2 r 1 I AFTER 1ST LAYER OF SHOTCRETE HAS ATTAINED EL. OF B.O.EX., BACKFILL TO EL OF 1'-0" BELOW F.F .. APPLY 2ND SHOTCRETE PER SHORING DWGS. 3 DETAIL SCALE: NTS ' Lb I ' I I ' , I I 0 z ,n 0 ~ :,.: ro Cl w QC <( ll w QC ll 2 SECTION SCALE: 1 / 4" • ?1~ • ~'>- ' ,;, ' -c:, .. I o ""' ~ "' a1 'l· a. -a. "' <( "' ic! <( D Ill ,!: @ !!il @? llJ1 111-llJ1 ;;:!II ;;: :ii: "' - ~~ ©l 2 a ~ [00 z@ ~ @@ @I Ill 2<1: !!il g ,ij @ ~ i!l!: IJo ,!: ~r~@ ;Ji@ . PERMJT NO . SHEET SB 11 OF ' ' ' NOTE 1: -FOR 2ND LA YER OF SHOTCRETE WALL, THE THICKNESS WILL BE MIN. 6" & MAX 9". NOTE 2: -VERTICAL NAILS EMBEDDED 5' -0" MIN. BELOW 8.0. EXCAV. j l --------------- 20' -0" (NTS) DEDICATION TO CITY OF NEWPORT BEACH (CONSTRUCTION RIGHTS RESERVED) ELEV. (FT) 9•-1··· L ' I Lr] 6 50 7 4 2 10 CABLE RAILING PER CAL TRA.NS STANDARD 811-47, POST@10" O.C. MIN. REF PRECISE GRADING ' U• 15 I 0::: ' __ J o' _JI 3:' ' I ' SOIL NAIL \ \ j _____ ! SEE 1(S7_ . . (\ ! . . "\! .1 /2. ELEV. T.~LW~-V-= VARIES 2ND LAYER~ SHOTCRETE WALL \ I I I \t 1_ I \ 1oc~~ .... , . ,·,.•-•·,-.: ~',,<l<_.-· ., /-/./-/--" '/', / /-.··/ -< ,,-/' /,,.' EXISTING GRADE - -......... -....... · ... -.... . EXISTING UTIUTY BANK PROTECT IN PLACE VERIFY IN FIELD ' I .... ·1 . . . ' ' I I • • • • ELEV: SOil NAIL· • • • • • • • • • • ~ =SEE ELEV. /:11 i::<>:--,<>>> :\)~:,:~/\~·)<" . • , .. cc<:;0<,<<<0-:,::>:, · · .. · · · · · . . . · · · · . · . r 2~¢x40' -0"-LONG-P-VC · · · · · · · · · · · · · ,r3 -;-._'-.;:;~>>' / IN 6"¢ HOLE HORIZONTAL • ·" ELEV, SOIL NAIL =SEE ELEV. . ·~ ~LEV .. SOIL NAIL. -SEE ELEV. ; }?~-----------/// DRAINS @12'-o"o.c. -,_;.cal-1-··• ,.<<<'.;\•;. -<::~~ // . ,dt. E,; LEV,-HORIZONTAL_ DRAIN .r 11:'Et}:~::.,'.,:<, .... ---~~~ . . . . . . . . . . / V \VER,FY ELEV. IN rlELD). ..J----'-l,,.---l➔ __ =+. lffi>ifi~~~-----~•= ·--;....~~~::::-~::::::::n I di. CLAYEY SILT /WEATHERED BR I•.. ·-,~;:,;;,;;)>;));::i> -------......____ ::::::;,...__ /. SEE SCHEDULE ~t-::::::::::-.._ IV (VERIFY ELEV. IN FIELD) 4;,. SHOTCRETE SOILNAIL WALL '·· ·,•.,;,.,,.-::·>-.•·:··,v' --.__--....---....~. - I .• -• ...__ ., ' •• 'r -... • --------------~------l. ·, -·,/:,,.-·':.>/\>.·'.✓ --~ -----. ';. ,;_}·,<<(-.;,.:<{</'(-<-. . . . . . . -. . . .. - . -~~::=:::::._-,--...: • • - • • • •• ·1 · · ;· . -. '. b-~~:.::J>·:~ /,. ----=::~~ . ··,~ -~--~ -.... . /?>.>,.777 --.....____ •. 1<?-•<//, ~ ::::---. 2ND LAYER OF SHOTCRETE FACING~ SEE "NOTE 1" ~ ELEV. (FT) 6 5 4 (9 i i I I . . . . . . . . f . . . . . . "ELEV. T !W · --VARIES ~ ELEV. SOIL NAIL =SEE ELEV. ~ ELEV. SOIL NAIL =SEE ELEV. . ~ELEV, .SOlL_.NAIL. .. " =SEE ELEV. . ~ ~LEV. _SOI~ NAIL .... -c SEE . ELE v ........ . FOR FT'G DETAIL, SEE STRUCT. DWG'S \ .ro. T.O.FTG 2 ~ ELEV. SOIi f\lAIL =SEE ELEV. V= VARIES 8.0. X. = VARIES I VARIES I f--SEE STRUCT'L. + DRAWINGS 3 r------ 1 CONSTRUCTION PROCEDl,JRE: AFTEI~ 1ST LAYER OF SHOTCRETE HAS ATTAINED EL. OF B.O.EX., BACKFILL TO EL. OF 1'-0" BELOW F.F .. APPLY 2ND SHOTCRETE PER SHORING DWGS. I . . DETAIL SCALE: NTS 10 0 ~ ELEV. SOIL NAIL =SEE ELEV. ~ ~-LEV_: SOIL .NAIi_ -SEt=. ELEV. ~ 8.0.'N. PARKING SEE CON ' --Jf--· ·_5~_iN_~·-• ·_· ,I<: \-½\If--'·-· •• (,i'':1~l~~N.) ••• 2 NOTE 1: -FOR 2ND LA YER OF SHOTCRETE WALL, THE THICKNESS WILL BE MIN. 6" & MAX 9". SECTION 20' -0" (NTS) DED!CA TION TO CITY OF NEWPORT BEACH (CONSTRUCTION RIGHTS RESERVED) I , ' I I ' ' I I , I , l l l I ~-CLAYEY SILT !WEATHERED BR· (VERIFY ELEV. iN FIELD) " BEDROCK (S!L TSTONE) (VERIFY ELEV. IN FIELD) NOTE 2: -VERTICAL NAILS EMBEDDED 5'-0" MIN. BELOW 8.0. EXCAV. >-= m 0 w 0:: <( Cl.. l.l QC Cl.. ' . "' 0 ~ ~ ~ I Ur- ~ <{ CJ ~ w~ < co Ct'. (_) <( Cl. o:: I ~ ~-l~r o •u._z _ _J Q LJ 2 Q_ Cl. _J < f- Q_ if) 0 I sS l..Li w > z LLI 0 >--f-l. Z (5 LL- < 0~ 0 2 I 0 ~u f- u PERMIT NO. SHEET SS OF 11 ELEV. (FT) 6u Su 4~ 3u 2fl I a 0 . . . . . I . . . FOR 2ND LAYER OF SHOTCRETE 6" MIN & 9" MAX. ~ ELEV. T /W ~ ELEV. SOIL NAIL =SEE ELEV. ~ ELEV. SOIL NAIL =SEE ELEV. ~ ~~EE~ SOIL NAIL ELEV. ~ El EV. _ _;,OIL NAIL =SEE ELEV. ~ 8.0.W. =+SEE ELEV. 4" .5A NOTE 2: -VERTICAL NAILS EMBEDDED 5' -0" MIN. BELOW 8.0. EXCAV. SECTION 1 SCALE: 1 / 4" 1 '-0" ~ 2' STRIPS OF MIRADRAIN @ 6' O.C. CONNECTING TO CONTINUOUS STRIPS OF QUICK DRAIN GROUT FULL LENGTH PL.1 "x9" xO' -· 9" HOLE FOR__// SOIL NAIL ARCHITECTURAL FIN. F.O. W. \· ! ' I r SOILNAIL DETAIL TYP. II 2 SCALE: NTS NOTE: -FOR 2ND LA YER OF SHOTCRETE WALL, THE THICKNESS WILL BE MIN. 6" & MAX 9". ~ STUD (TYP. 4 PLACES) ~3/4"~x4" WITH FULL PEN. BUTTWELD 2" MIN. 3" MAX. CLR. -1'' PLATE BEVELED WASHER /r-AND NUT / FOR SEE EPOXY COAT ALL NUTS, PLATES, AND TUDS I 5 DETAIL SCALE: NTS FINISH GRADE~ ', 1ST LAYER OF SHOTCRI:. TE WALL SEE 2/- UNDERGROUND DRAINAGE SYSTEM BY OTHERS. .-Mlf~ADRAIN SEE 2/- FOR CONNECTION OF DRAIN__,, TO STORM DRAIN SYSTEM AND CLEANOUT, SEE CIVIL PLANS 3 DETAIL SCALE: NTS. o.c.~,,. (/) w fr:: ;:; #5 @ 10" O.C. _/ E.W. 2ND LA YER OF SHOTCRETE __ _// SEE NOTE IN 1/-// ADDITIONAL. #6@12" O.C. E.W.__/ 6' BELOW THE FIRST ROW OF SOIL NAILS 1ST LAYER OF SHOTCRETE -___ .,--./.. SEE 2/-/ E±>EE_/1 \" 1'-0" --- ~...LJJC'..,/Ll .,·.·~~ 4'-0" ~-V-NAILS SEE 1/S7 W.W.F. SEE 2/- OIL NAIL 4 DETAIL SCALE: NTS FACE OF EXCAVATION 4" THK SHOTCRETE SEE 2/- HYDRAUUC JACK ', "--TEST PLATE 1'X1'-6" SQ. TYP. NTS / / / WALL ;;.: m 0 '"-' fr:: <1'. Q. w fr:: n. u PERMIT NO. SHEET SBA OF 11 .------------------------------------------------------......... ""'""""""'!"""'l"'"'I\ 1ST LAYER OF ELEV. (FT) 6 ,u -- 5 iU 4 0---- -~ 3 ,u >n 2 10 0 A I . . . . I . . I. . .. . . ·,· .5A --¥---7'-0" -~l"-.1'-· 1'-1" MIN. .... I ..... . di NOTE 2: -VERTICAL NAILS EMBEDDED 5'-0" MIN. BELOW B.0. EXCAV. ..J ' 5 : {SEE@ NOTE: -FOR 2ND LA YER OF SHOTCRETE WALL, THE THICKNESS WILL BE MIN. 6" & MAX 9". ' ' . 3#~0~R~,~~t \ J ! _j Ac PAVEMENT " --', SEE 1/S7 ..... --1-,----"\ \ g I • ;. I r EXISTING UTILITY BANK / PROTECT IN PLACE VERIFY IN FIELD \ -~<;-:~v<~-v~,,,7.,'</Z'v"Z:<7,'Z?•~«-0Z~<;-._~~v?"-. ;_"<:.._'h\,;·<:7~"'~-:7,;;~.,,,\_:'~~~-~;+,_/4_·· • -_.,-_,-_ •.'· ~ •,". ~, ~--·-: '_. ,·. ·~ •••• -. . . . . . . . ' ' . . . . j . . . • . :·." ),;~ '7A1/N<,,w.,,~""YA"-·7~>_7,>\Y,''.:;/'>;/"~";yAy,>.'),>~"; 'V/Y)"·»""-Y><>-::'~~, /)"Y/>),,-'>¢/,''2:)J:'V,XY,>f-,v'X ·:·.:·_· .l ___ :··.·._:·,. -~0~.-..-~~ 7,y;'>)/~~~:<"-)'} ·, -;· '~. ;-, . 1 _, 1 \ 1··. · ~~~~~~f'S::~i~'%~i~~~~~';5(~>~~~~%i{~>l~i~~{<S;~~~ Ii t~~~~::f:;'.~~~i~':5;i •• ~<~" WALL SEE 1 _ ~ "1/.c:.;>0,, -.«','(<0:.0'«0'c::..':;;<(/~~«•-/(<<(/,0'«-<";?({</\, (~,0~~0:::«'.~~·~v< <:::«'..:::.</~ ; } • 0~:.,~0°:::«'.:::«'.~/,«:~«~("v NOTE I _· •. ,· .0.: •. •-.. ✓,;;>;:;-);.;~~'~•«-<%>«:~~?\%~;:,:;~~~ 'i_&':;>; -2½•~~~'½ >:;;:,,;>ye_)~: , f' >-i7~~~~¼'z)0"%Y5 .... -.... •'.......... . . . . s.:;,,,(~~~~"<~-~,~-,">.,~-~'\.~-,-,\.~"-.~"·'--..,"-.,"'..-s. "--~"'-"'"'-~ -2::(,"-.~ ,, ... , .• , .,.,.,_.,, •• -.,,'-·•,• _., ::<,..:, .. '-.-..,-."~<y\. -•• - - •.:..\ --==~-S=O=lL NAIL . >,::' · · .. ; · 1 =SEE ELEV. ·_ · · · c,t1~:116i:I' , \! • ..... -. ·, ' '/ ,:(,'<> , . /. /-, ------ -', . / '· • --. < ; ·-' . /-,.- ' ., -. '·. -, . ·. ·-. ;-. SOIL NAIL El.EV. -, = . . . , , , ,· ~-::----.. .. ··-~·· ·., '· , ---= 11 ·1~<<· -:·;.>_7;?>~~~'-.:,__~-> -------:✓ c--·-------1 ·.•. ·-.• .•• >.c, ------.... a:::::--• ..... ----.··-:-. ,,._-_._,·_.~....___ --------~--~---, SOILN~l~E ;)L , , SOIL NAIL I ·1·1,·-;·,,_.,<. ,· .: :/,•., , , ~~.:-~-:...·, , , , , . , , , , , , , , -c-.... _~:::...,.c..,· , I, 2"¢x40'c..,;o" LONG PVC, I.':/-:<< ----------......~ ----:..--y--·,. /<·· · < ---...._,,, -..,_ ' IN 6"n. HOLE HORIZONTAL .t:!lt __ -+-, 1 r1t? 1 ,~k---.. --~~~~ / DRAJ;s @12'-o"o.c. -SEE ELEV. ~ ELEV. SOIL NAIL =SEE ELEV. ~E1J;_V. • =SEE SOIL NAIL ELEV. I I MASS GRADED PAD , I ,, ~ B.O.W. =+SEE ELEV. }\ --------,, \',,,.,,,, < I I 1 t?<>\>',> .. ::--~~-----------..-~ II di. ELEV. HORIZONTAL DRAIN ~,?::3~2.::~;:; ~~-• • _..,.,. 1 /V (VERIFY ELEV. IN FIELD) ·~ , ~;;::::---I / -':'c;::>•· • "---~ L·. -L ~--·--------.,--.,-~-----::.=~~~::-:----~B---~ CLAYEY SILT/WEATHERED BR . ;g*'~~~00~ ~::~~-(VERiFY ELEV. IN FIELD) 11 !"'""'"''<"""''"~" ----. -. -. . ........ ...._~ • • -··-~ • ---------------~., SOILNAIL SEE SCHEDULE SECTION SCALE: 1 / 4" 1'-0" FOR 2ND LAYER OF SHOTCRETE 6" MIN & 9" MAX. ,, T -- 4" SHOTCRETE WALL'\ w. \A./.F. 4x4-W2.9xW2.9 . MINIMUM LAP SPLICE~ II LENGTH = 8" ~ r2' STRIPS OF MIRADRAIN / @ 6' O.C. CONNECTING TO / CONTINUOUS STRIPS OF FACE OF 4" SHOTCRETE WALL-,.,~-! I I , #5 @ 1 o" o. c. ''-1-... . i ' : I ' ',,. I >, l.,·,_:,:.· / E.W.-·-... •• ....,\ Ii ~BFn, •~ BEARING PLATE ";'. ..,,_, n tJ J , ~r SEE DETAIL "a"-...., t1\}?,'ffi:{:;, M,fx:~~ii1~~£LE: I QUICKDRAIN HOLE FOR_/" SOIL NAIL ~ STUD (TYP. 4 PLACES) ~-3/4"¢x4" WITH FULL PEN. BUTTWELD 2" MIN. FOR REINFORCEMENT \ SEE 2/--, \ 5 DETAIL FINISH GRADE- SHOTCRETE WALL SEE 2/- FOR THK. OF 2ND LAYER SHOTCRETE,- SEE NOTE IN 1 /- 2,, WEEP HOLE (OVER FLOW) UNDERGROUND DRAINAGE SYSTEM BY OTHERS. FOR CONNECTION OF DRAIN___,, TO STORM DRAIN SYSTEM AND CLEANOUT, SEE CIVIL PLANS 3 DETAIL 1'-o" 1" CHAMFER -~ " 7. I SCALE: • (0 f------'L. ---1-~~ • i. I NTS. 0 [ I ' "' .~ ' X ., .:'1 J ·l"--~-.,_ ,..._ ~--'f . . . . . . \.. I ,,::/ 1/ /· // /, •• PREF AB RICA TED /-DRA!NGREAT / 2ND @1 o" o.c. _,,.,,., (f) w °" I <( . >: I #5 @ 10" o.c .. / E.W. LA YER OF SHOTCRETE __/ SEE NOTE IN 1/-/// ADDITIONAL #6@12" 0.C. E.W.~/ 6' BELOW THE FIRST ROW OF SOIL NAILS // 1 ST LA YER OF SHOTCRETE • ....//..._ SEE 2/-/ .. . . ,d?>Y):~/">-_). .... , • ... --'>/ '/ - I 'I· . '>«/•.~v.-.....t,/,>/,. : . , -··· ··-._ _/ I I'~ ✓;:~~·".\~ '·· >~,, '•··< • •• • • '"'1·.,. J •. :,<:'0 ~~ .<S ~ • . . , ' 7/"// ;-, . /"'· ..., '-.: • ..... , ....... , ' •. '• . , '., '•·· I 1 ··• "/ /(-.....,//". . ~-//'>J~ • / .'• / •. · ·--EXISTING GRADE 11 ·1[. I I '<.. '-. . ' ', .• ~I 11 l~ J 11 -------~ I is·, lJ.,J;_ .\-\f-rr1 I ' . ' I •I "' "' l l!Ai=ftl'l : I 6" W. W.F. SEE 2/-( ®EE-1 /\ \"' r• "i '. le I . ,.....-soil NAIL \ -""" __ L!e'.i ,/-J . - 4 DETAIL SCALE: NTS #4 CONT. WALER BARS \ ',. : 1 ;j~:;;:i:c>, \ H ~ 45"'-'0JlQ, LAP T~~~L1;"@@ Et,~1 ~~:~-i:T:~~~ ~~~L~ I M~fi: I : I ';,~_,s· (lYP.) / 25;; I BEVELED WASHER / 'I t 11 •5/i(~~S?---,.~ ~ ~ C; I I ,\'--·--JL------- ARCHITECTURAL_.. 1 FIN. F.0. W. \ / 3" MAX. CLR. ,r 1'' PLATE 1/ BEVELED WASHER 1 =====::l'.d,/-AND NUT SCALE: NTS HYDRAULIC JACK AND NUT_/ I ill '\((:}·}'.:)? . -r ·, 'U ., en __ • ·-.....y,. SEE "b" CENTERED AT NAIL. TIP / IN HIGH DENSITY I \ POL YETHELENE PLASTIC CENTRALIZER_}/ ' "-..GROUT FULL LENGTH @ 10'-0" O.C. (MIN 2 PER NAIL) 2 SOILNAIL DETAIL SCALE: ,, \ C-~ '-..__ \t b_ ~!~I ====t'.1 l TYP. NTS t,..,,r,_,t 1',, ,J4?-1<. c,,.,~,..., .... ..,J+n.1_,,+e,:1,,.,,'<-ilf, r,,,_.-e ""--¼.I Fu.. zt.' 2Jlcfi'. DIAL GAUGE ATTACHED TO \ SUPPORT INDEPENDANT OF WAL..L \ ~-JACK SUPPORT 1'X1'-6" SQ. TEST NAIL DETAIL TYP. SCALE: NTS >' ro Cl w (t'. ,,: o_ w (t'. 0. ::c f-- (/) Oz ii'. <C ~ :z w1- < m~ u Q_ et: w w 1-0 s ,.,,.. i-z C) ..,_ _J 0~ o..~ ;:i ~ci r-w> Lu n. Zo U) 0 I PERMIT NO. S'f-/E[T S 6 A OF 11 • " (1)12" PVC ,--CONDUIT PER / CIVIL PLAN SEE ELEVATION DRAINGREAT ;SEE 5/- / MIRADRAIN 1SEE 2/S6A SOILNAIL SEE 2/S6A ··-·~ W.W.F. SEE 2/S6A 1 i I \ I \ \ 1 CENTRALIZER / ' ~, ) ,,., "-,..=.;._ __ _.:../_-+-! *~'~,; +--~--------1 -------~..-------;;---~- I=[~~· ::c;;··•--IC.::,:: .. :. ~·.A,~·,.L.si""===:;,=-.F. ·~·~·=/-=;-~--~ ·=-~=---=·· ·=~=-·=/---=' ==/-=:_~~·=·==-/-... -_· --•=···=·,=/-==!1~,~lc=I =.=/ =· =}-:=/---I --·._ I --~ 1-.-.f--1-·_ \" :x----[~Jl -~c.7lcccr~·.·· .. ~-c;,~~'--. ·-cc ... =l-=·-==:·=~>- ,.:l ,, , I ,· ~ ' , ,: ,. ~ I '• 1\_ 1 ST LA YER OF ! ; - \ -4" SOILNAILED WALL (U.O.N) ~I 1 \ I L 2ND LA YER OF SHOTCRETW \'/ALL 1 SEE NOTES ·1 /S6A. DETAIL SCALE: \ \ \__2" 1/J PVC WEEP HOLE PLAN VIEW .... NTS. - 3#6 V-NAILS IN 6"¢ DRILLED HOLE @ 6' -0" O.C. (180 TITAN 40/16 V-NAILS IN 6"¢ DRILLED HOLE @ 6'-0" O.C., AT CONTRACTOR'S OPTION) PROVIDE # 9 V-NAILS @ CANTILEVER RETAINING WALL AREA SEE ELEVATION 2ND LAYER OF SHOTCRETE WALL 31 -6" TYP. #5 BARS BENT HORI. BARS- @ 12· o.c. O::'. ~ 0 0 FOR BALANCF OF ------ INFO. SEE 2/S6A ~~ --------· -- #5 AQD'L HORI. __ _.... @ 10" o.c. #5 @ 1 o" o.c._____.,........ E.W. SOILNAIL ASSEMBLY--\ MIRAFI GEOCOMPOSITE DRAINAGE STRIP AT SAME SPACING AS HORZ. V-NAIL r1NOT SHOWN) T.O.SOILNAIL WALL~, 4' CORNER PLAN VIE -,-,--. ~',----~----- .:::~ SPACING OF NAIL. \, El i,J Rx1 ~ ' f(• k:< '1 .>G· El x.... 0 . .X ~ /1 El • DETAIL SCALE: . . . ,··-~·---. ., .. ,._,.' , __ -, DETAIL 3 SCALE: 1 I. f UR CLARITY ' SCALE: -NTS. L.J ELEVATION NTS. 7 DETAIL SCALE: NTS. NTS. FACING OF SHOTCRETE \ V.I.F. \ MIN. #5 @ 12" O.C. E.W. EMBED REINF. BARS 12' -0" INTO\ SHOTCRETF WALL \\ DOUBLE NUT B.S. ~ ,OF PLATE x..... 6x6x½ SHEAR PLATE / #5 @ 1 O" O.C. E.W.--~ • . ,, i . • i i ! ii • ie e LR. GEO TEXTI l.E------... MIRADRAIN--.. , PVC CONNECTOR • 1 PIPE SEE 2/-- SEAL CUT-IN JOINT WITH __/ DUCT TAPE L PREFABRICATED DRAIN GATE 5 DRAINGREAT DETAIL MIRADRAIN 8 SCALE: 6 SCALE: NTS. A.C. PAVEMENT /--(N.I.C.) / // H w d ?; 4 FT. &,,; 7.0 FT. g' -0" 2' -6" <4 FT. s· -6" 1'-6" DETAIL SCALE: NTS. N.T.S. . X Ct: <( 0 2 C " -r 0 -'-a I " !'-- o.c. 2'-0" Iii I! l!l: ,. ,. &: ll: l!!1 - ~~ !!I :;,; -"' ig I@ !lJ Ill lfflj @ Iii l ,( l!l: ;;.: 8 r@ tl I-m .· ... ~ 0 Ld .• . -·-· l!l: Ct'. . ; !k. <{ .. z o. ;: !l) t,J -~. >•tl Q'.' 0. I (J) u f-- :=) <C~ Q_ w~ 2 <( OJ~ u Q_ Cl'.: w w 1--0 > Cr...-I-0 . -Z _I O w (f) 2 ___J I o_ Q_ <( _j sS f-<( w~ Wi----0-z~ Q_ (J) C) >-I f-- C) LL z 0 ::::i <( 0 2 2 I 0 >--0 f---u PERMIT NO. SHEET _s 7 OP 11 SEE ELEVATION SOILNAIL, TYP. /SEE 2/S6A DRAINGREAT rSEE 5/-I SOILNAIL ASSEMBLY.....,\ \\ \_1ST LAYER OF 4" SOILNAILED WALL (U.O.N) / MIRADRAIN ;SEE 2/S6A 1 CEN TR ALI ZER \ 11 ii \, -/ ' 3#6 V-NAILS IN 6"¢ DRILLED i ;~ '~--il \ HOLE @ 6'-0" O.C. L 2ND LA YER OF SHOTCRETW WALL \ (!BO TITAN 40/16 V-NAlLS IN SEE NOTES 1/S6A. \__2"¢ PVC 6"¢ DRILLED HOLE @ 6'-0" O.C., 1 DETAIL SCALE: MIRAFI GEOCOMPOSITE DRAINAGE STRIP AT SAME SPACING AS HORZ.-\ SPACING OF NAIL \ WEEP HOLE AT CONTRACTOR'S OPTION) PROVIDE-#-9 V-NAILS @ CANTILEVER RETAINING WALL AREA SEE ELEVATION PLAN VIEW V-NAIL / -·(NOT SHOWN) FOR CLARITY 1? i NTS. T.O.SOILNAIL WALL-"'"' ", . -. . - SOILNAIL SEE 2/S6A. W.W.F. 3'~5" TYP. #5 BARS BENT HORI. BARS~ @ 12" o.c. \ SEE 2/S6A ~ '-. . ~ , • I / \ \ , //'-. / 1 .. I/ '-./ / 7#5 BARS I I .C'-, ,/ /"·// / • ' / ·,., ~ ..... ".'-,I" ,-VERT. BARS I 1\ --/// .' /''-.,~. ',;' ... " .1"...." /'<@12"0.C. ~, .. r-; r-• _;;· ,__,_,_I--, ,_c ,_ ,'"-,_ ~ ':;7. ~ •i <; •••1 .. /• 1 1 ·,, ·." " •• ~ ••••• ~ -r r //> 'x w ,, I / /, 'x, s ·.rr "....✓ , 2ND LAYER OF . I' I' , / ""--SHOTCRETE WALL n I I .: /1 FOR BALANCE OF -~ , . )' , / INFO. SEE 2/S6A --~ / f i (. , ~ ' ~-~ · 1 r .> >1 i . "·· r 'I ."'~ #5 ADD'L HORL_........... ·, t ,. ~ I @ 10" o.c. I I C;~,/ / 1 . 1 ,· :~(<"» ;::=,jj-1,~} t -, - i i #5 @ 10" o.c._,..../···,.. E.W. 3" COVER • ' . SEE 2/S6A 1 1 ;\/ • J 1/' ', -'---"/~:,_L..JI ILLl --'--~ 4 SCALE: CORNER PLAN VIEW NTS. / l' • GEO TEXTILE~ MIRADRAIN---. SEE 2/- SEAL CUT-IN JOINT WITH- DUCT TAPE --"'~-~I) ~ ' PVC CONNECTOR .c'~ -------- ( \"""~--- \ PIPE L. PREFABRICATED DRAIN GATE 5 DRAINGREAT DETAIL 1ST LAYER OF SHOTCRETE~\ SCALE: '\ 6 1' --0" W. W.F. ~-SEE 2/S6A SCALE: @ 12" O.C. NTS. N.T.S. I r ['.._ (0 l() >tj--tf.,""''~.'~1 "I",-' I I I 01 i ,, I, I, 'f 'f PARAPET WALi_/ FENCE / I /r-SEE CONTRACT DRAWINGS 2' -o" (TYP.) ~---------------------- / 1 DRAINGREA T & WEEP HOLE I • AT EVERY OTHER CHIMNEY _.i SEE 5/- > ) 2 DETAIL SCALE: 3 DETAIL SCALE: i I I ' i i i I I ' ' ! i / ELEVATION NTS, NTS. 0 ·xs:J x ' ' ', ~ El / ', ' 1 '-./ ', I I 0 I Rw,,-J fw-5.,,..,..,.1 c.,,.,J;....,,,,""= .,; +1,.:11,1,.,-kchnie.a,I. rep.,-1:, do. -/«I F,h. is, 2.oo;;'. O.G. LINE~ ADDITIONAL '\\ FACING OF SHOTCRETE-\ V.1.F. \ 3" CLEA. t+, (TYP.) \ .:'.·, T T i· '" • CONNECTING BRIDGE \ #5 @ 10" O.C. \ \\\ BY OTHERS) \ \\ \\ A.C. PAVEMENT --(N.I.C.) (SEE CONTRACT DWGS. 1 #5 @ 10" O.C.__/'/ ,I E.W. I ii 'i I l1~fi' I I \ \ FOR BALANCE /' !NFO SEE 2/S6A -· FACE OF 1 ST LA YER~ 4" SHOTCRETE WALL 7 \__ #5@1 o" o. c~\ d ~ \ . I- 'T i + \ ... ,_,,, '?c~.; 15• Hyp 1 \ #5 @N10·· o.c. -~ ,.._ TOP. & BOT. ', 1-::s """'~· I C) " _t __ ~ -V--NAILS SEE 1 /-• co \.'-MIRADRAIN NOT SHOWN FOR CLAl~ITY DETAIL SCALE: NTS. <ic, OF TB V.I.F. 2" MIN. " E ,... #5 @ 12 O.C. .W._,.... ~"GAP FILL W/COMPRESSIBLE ·-, tv!ATERIAL \\ \ #5 @ 10" O.C. \ • E.W.\. FOR BALANCE OF \ \\ INFO SEE 2/S6A V I ,... '1 #5 @1 O" 0. C. __ /,....y / W/5-ADD'L #5. \ \ FACE OF 1ST LAYER '\.. 4" SHOTCRETE WALL·-... 0 BY OTHERS / A.C. PAVEMENT • I / (N.I.C,) 3 CLR. ,....--MIRADRA!N J #5 @ 12" 0. C. ~~ .... ......-HORIZ. ~ -· ·#5 @ 6" O.C. l ,,,.-"H /2" LAP >,;/ "'N" ,...,, I V H w ) 4 FT. & <; 7.5 FT. <4 FT. 4· -o" OPTIONAL /--CONSTRUCTION .11, 2" PVC CONN-ECTED 11 t 12" 12" JOINT Ii , TO STOR~RAIN I,. / / ' I 3" CLR. ,, 'II / SEE Ct)./[L DWG s. 'I jl / I a Ji i,I I '1111 11!1 I_ t -. 0 • --• i ' X O'.'. <( 02 a :i (D " I ' ['... \LL~--~~-=-~-~~=·-=~~........! 4---· --__ J 3NGE \ ;':' -\ {. . ., ~ I e i I !V><···· ·i;=c#li\' ;:;~>.~/; --~--.. I /'~. 15· (TYP.) "-~#5 @ 12" 11. ,,c;,~ ..____ I,·, I~~~~ ~~ -V-NAILS SEE 1 /- \_#5@ 12" O.C. TOP. & BOT. o.c. L t-v11RAD!'<AIN NOT SHOWN ,,,-✓--.... ,_,F.--... CLAR I TY,_-., ,--....---.. 3 ( 8 DETAIL SCALE: NTS. ) >" m Cl WJ O:'. < a. w 0:: 0. Iii :i':i.l mi: ,~ I!! ,. ;;a: ii: I!! ~ ~~ ~ ;i: . -I!! :1: Ill 1$ @S Ii Iii Ill ~<t @t @ ©I !! <11 I- ~ ' mi: ' I-;; Ill @ ::c 1- (/) Oz ii <C~ 2 w1- <( m~ (_) o_ ct:: w w 1-0 s,: ;- 0 a: z _.JIOLLI (f) 2 _j I Q,.o.. ·-0 ~_j ~ _J W <( _.. w I-w> 0--W Bi Z 0 0 >-I I- LL, z ~ 0~ 0 2 I 0 ►u 1--0 P[RMIT NO. SHEE."T s 7 OF 11 I \ . / . ROW NAIL BOREHOLE INCL. SPACING NAIL BOREHOLE INCL. LENGTH BAR DIAMETER ANGLE ROW LENGTH BAR DIAMETER ANGLE NO. (FT) SIZE (IN) (DEG) (FT) NO. (FT) SIZE (IN) (DEG) 1 15 #8 6 15 6 1 48 #8 8 15 . 2 10 #8 6 J_ 15 6 2 48 #8 8 15 3 48 #8 • 8 15 ·- 0 SCHEDULE 1 4 45 #9 8 15 . 5 40 I #9 8 15 -- & 6 35 I #8 8 15 C NAIL -< -. --.... ~ II□ -, - BOREHOLE INCL. BAR SPACING \ ' .,.,., /I -,_ ROW LENGTH DIAMETER ANGLE .. - NO. (FT) SIZE (FT) (IN) (DEG) © SCHEDULE 6 6~ 1 30 #8 , 6 15 I -+ 2 25 #8 _J ____ 6 15 6 3 25 #8 I 6 15 6 ! 1BOREHOLE NAIL INCL. "------·-- ROW LENGTH BAR DIAMETER ANGLE NO. (FT) SIZE (IN) (DEG) 0 SCHEDULE 2 --------' - #8 1 48 8 15 ' -----' 2 48 #8 8 15 ' NAIL BAR I BOREHOLE INCL. 3 48 #8 8 15 ROW SPACING LENGTH ANGLE SIZE DIAMETER 45 #8 8 15 NO. (FT) 4 (FT) (DEG) (IN) 5 40 #8 8 15 .. , .. , ... . - 1 45 #8 6 15 6 .. 6 35 #8 8 15 -~( 2 40 #8 6 15 6 -·~ .-,~ 110 ~ .~ L: / ,. 3 35 #8 6 15 6 ! " --- I 4 30 #8 6 15 6 0 SCHEDULE 7 G) SCHEDULE 3 ------' BOREHOLE!E:NCL. NAIL I ROW LENGTH BAR DIA~AETER I ANGLE NO. I (FT) SIZE -(IN) I (DEG) I NAIL BOREHOLE INCL. BAR SPACING I ROW LENGTH DIAMETER ANGLE -- 1 48 #8 8 15 NO. (FT) • SIZE (FT) (IN) (DEG) #8 2 48 8 15 -- 1 40 #8 6 15 5 3 45 #9 8 15 ' ·-· 2 40 #8 6 15 5 ! 4 40 #9 8 15 3 35 #8 15 6 5 "-·-· 5 40 #9 8 15 c-· 4 30 #8 5 6 15 . 6 35 #8 8 15 -~ '' ··--· ···--- ~ ~ n~ -~~ -. ~ • ---.... ./ I fl -,_ 0 SCHEDULE 4 SCHEDULE ® 8 ROW NAIL BOREHOLE INCL. SPACING LENGTH BAR DIAMETER ANGLE NO. (FT) SIZE (IN) (DEG) (FT) ,-ROW NAIL BOREHOLE INCL. i BAR ' ' LENGTH DIAMETER ANGLE I - 1 48 #8 6 15 I 5 1 NO. (FT) SIZE (IN) I (DEG) ··---- #8 2 48 I I 6 15 5 #8 T20 1 40 8 • 3 45 #9 6 15 ' 5 "" ___ "~····-·· I 2 40 #8 8 15 ,_,. ,..,,_ I ! + ~-----.. ---·· I 4 40 #9 6 15 5 3 40 #8 8 15 I -r----·----.. 5 35 #8 6 15 5 ! ' 4 35 #8 8 15 ··--- 5 35 #9 8 15 0 SCHEDULE 5 6 30 #9 8 15 ~t' ~ ·, • ,.., r::: -\ IJQ r, 1 re --~~ • y . . . a .. ~-. -V . -V - NOTE:. FOR SCHED 5 (FROM STAT.10+58.60 TO 11+00) / I SCHEDULE 9 4TH AND 5TH ROWS SPACING IS 4'-3". , 0 A A "-A---• -= • • -• - .. . SPACING NAIL BOREHOLE INCL. SPACING ROW LENGTH BAR DIAMETER ANGLE (FT) NO. (FT) SIZE (IN) (DEG) (F'T) I r- 4.5 I 1 40 #8 8 20 5 ~-~- 4.5 40 #8 8 15 5 2 4.5 3 35 #8 8 15 5 . ...., 4.25"' £ 4 35 #8 8 15 / . -'""' 4.5 )/ ~ ---· 4,25 l 5 30 #8 8 15 ' 4.5 : .. ~_,, I . . r-------~ - 4.5 6 25 #8 8 15 5 @f I . ,· V 0("\ "'\ 110 r, 1 C C • .. -'--.. ..,, . .. -- @) SCHEDULE 10 .. SPACING l • SPACING I NAIL BOREHOLE INCL. ROW LENGTH BAR DIAMETER ANGLE (FT) (FT) ! NO. (FT) SIZE (IN) (DEG) ' -- 4.5 1 40 #9 8 15 5 -- 4.5 2 40 #9 i 8 15 5 4.5 3 40 #9 8 15 5 I '4.25 l . ~ 4 I 35 #8 8 15 5 - 4.25 '-. I 5 35 #8 8 15 5 4.5 6 30 #8 8 15 5 -· -~ A ~ #8 7 25 8 15 5 . Ahr ·--·-- ,.,.0n~ ·" 1 r::: r::: 0 Q - ' @ SCHEDULE 11 - SPACING • (FT) NAIL BOREHOLE INCL. ROW BAR ANGLE I SP~~NG LENGTH DIAMETER ~~o. ! (FT) SI Zi::. (IN) (DEG). (F,) 5 5 1 35 #9 8 15 5 5 2 35 #9 8 15 5 . ~-5 3 30 8 15 5 -. 5 4 25 8 15 5 ' i #8 ' 5 5 20 #8 8 15 5 ' ' -....... -·-----·-. -=~~-~-=~~~-·-~~~+~-=·= ·--+ ··-• -,a•-" •• ' - #8 -6 15 8 15 5 -- @ SCHEDULE 12 -· SPACING (FT) ! f 5 ! -- 5 5 , 4.5 ;i L ~ t45• . _, +· ;.._· ••• 5 r::: .. NOTE: 1 . ROW NUMBERS ARE COUNTED FROM THE BOTTOM OF THE WALL. ' . THE TOP 15 ~ ~ ~ "' "" '-' .... lt! ~ ~ as "" ~ Cle: a V) (.0 ~ <-.: '--' :;,: :::J cc' "' ~ <3 ~ :::J "" ~ 1i2 "" 3li ' "'3 ~ :::J :::J SC ; :;,: ~ :st: ~ "" c; Q a:i ,_ I I ' ·---- ~ <o "' "' ~ .a ~ 2;-;;,-~ '" CQ f.'.;__ ;S ~ "" "' ~ a C, <n -c:, a a /, -~ / ·Elg ,, '-0 lC) ~-~ ., -0 n I 5 ci "' I=' co ,r "" Q_ z Oc--->-fr--0 -tr) 4'. Q_ z C',J I=' I=' § 4'. <( ~ C, C, (f) ld _j "' f--->-<( ITT <(~ f---:,s; -i's:o:; '" 0 . .,, o._ ~ <::<:: 0 :i: 6'; ~ (/) ~'-' if)-~~ t-r) 0 "'15 (/) :s ,:_, ! "" -··-c:rt.t..i~.,,.. I c§ :"C n:::: ~J.:l,,?3"'<;1-"' i-li w ~i...:...--... (') Cw,_ w>-i...:...fr)~ .. <( i'i,s z w ~ ::i t.::, t:]o i c:, z~c: a.. I '" z :S:lii 0 "' LL.I 0~ -' (/) _j w > __J w 0 0 (/) ~l'QHSS1a4c ~ "c, B.41if "t _ ~ q_'-~ ~ ~ r \WJER * .._ ,,. ' "'"°.,;..... ~;}z~ i§ (') .... ~~ ... <fl ~ No. SE :i:Y.-~:,..<:-;~~. ct ~ hp:~0'2, • ·.tt.:r~' C)N ~1 £-%,;~}f.:c,1 J, "' U:,•Q) ~<.?_-.>-'•4 ;,I; u,~ <.e,:,.., __ ,--•u Ld • ,~,N, _::,, U! r. ..I' .,. W,-, !:--, ,..... .... ::)•ts· • \~ ~o ~'!tr; 9.'" c, ec:: '/'.( \'w c-.o. '-' '--'--' .,., . ' ' ~ "'¾•o· ·•~? 0 Ct.'\~ . C'-~•/q ~".,,.~\~ ~ ..::.. , ✓&/.~-......... C:;,· «. ~✓S'193B -1(._~,,..,, -c,, " '''' .. ~, 1::1 11:: ' .,. ..... °'· g CIC ' "' '';t: 0 . " t', • ~'. g .. cal!' .ij' • <D ,,, f. ! E ~ Q -•~1 J!!::!'.f[8'< ·-~ .... rig .§'"""'~,c-9 ':o-·"' i ,o">,;.6~-g -~ 11'' e • ,,1 .. ~:.~ft ~ ~~;/;\,©, 0. "" ,. ~ ?ii~~ 8. 14 - ,!'! IQ) I!: <ii ,!'! l!!l I -I!!! Iii l li lml -le• @J "" <i'. l . -.. ~ li,ll @@ d @ flil iii ~ I I!!: @ @ ;;.: @ ,iJ I-(l'.l @ 0 ->l w I!!: il:: I- <( t~,;,I l ll.. @ w @ il:: (L I Ur (f) <(z =::) w o_ W 2 .2: 1-- <C OJ a::: <( (_) 0.. [)::'. LJJ I--0 Ulw ~6 ' er::~ o__J ow z o_ if I ' __J --::>-0 <( _ __] > __J CY~ w W> w_ zo_ z~ I.J.J (I) GO >--I I- LL z (_') <( Q=:J 0 2 2 . ---· I 0 ">-u ' f---u TO PERMIT NO. SH i:-E~ SB L I --- OF· 1 1 I I ROW NO. 1 2 NAIL LENGTH (FT) 15 BAR SIZE #8 10 i #8 I BOREHOLE INCL. DIAMETER ANGLE (IN) (DEG) 6 15 6 15 SPACING (FT) 6 6 11\ SCHEDULE 1 0r----_:...;.....;. I NAIL ROW LENGTH BAR NO. (FT) SIZE BOREHOLE INCL. DIAMETER ANGLE (IN) (DEG) SPACING (FT) -----t------+---+---·---+---1-------{ I 1 30 6 15 6 2 25 6 15 6 3 I 2s 6 15 6 ROW NO. 1 2 3 4 ROW NO. r;;'\ SCHEDULE 2 0---- NAIL LENGTH (FT) BAR SIZE BOREHOLE INCL. I SPACING DIAMETER ANGLE (FT) (IN) (DEG) 45 6 15 6 40 6 15 6 35 I #8 6 15 6 30 I #8 ' 6 15 , 6 J 17\ SCHEDULE 3 0---- NAIL I BOREHOLE INCL. LENGTH1 BAR • DIAMETER ANGLE (FT) SIZE (IN) (DEG) SPACING (FT) 1 40 #8 6 15 5 2 40 #8 6 15 5 l---+------+----'l-------+---+----.. - 3 35 #8 6 15 5 4 30 , #8 6 I 1 5 5 r;\ SCHEDULE 4 ~---- I NAIL ROW LENGTH BAR NO. (FT) SIZE BOREI-IOLE INCL. DIAMETER ANGLE SPACING (FT) (IN) (DEG) 1 48 #8 6 15 5 2 48 #8 6 15 , 5 ·-·----+-----+--+-------+---+--------, 3 45 #9 6 15 , 5 4 40 #9 6 15 5 5 35 I #8 6 15 5 ®-S_C_f-_l E_D_U_L_E_5_ ROW NO. NAIL BOREHOLE LENGTH BAR DIAMETER (FT) SIZE (IN) 1 48 #8 8 2 48 #8 8 INCL. ANGLE (DEG) 15 15 SPACING (FT) 4.5 4.5 I---+----+--+-, ----+-----t----- 3 48 #8 8 15 4.5 4 45 #9 8 15 4.5 5 40 #9 8 I 15 4.5 6 35 #8 8 15 4.5 7 I 30 #8 8 15 4.5 ©·· ~CH EDU LE _6 I NAIL I -I BOREHOLE: INCL. I SPACING ROW LENGTH BAR DIAMETER ANGLE NO. (FT) SIZE (IN) (DEG) (FT) 1 48 #8 8 15 4.5 2 48 #8 8 1 5 4. 5 3 48 #8 8 15 4.5 4 45 #8 8 15 4.5 5 40 #8 8 15 • 4. 5 6 35 #8 8 15 4.5 I 1---+-----+----J--------t---t------J 7 25 #8 8 15 4.5 0 SCf-lEDULE 7 7----- I NAIL ROW LENGTH NO. (FT) BAR SIZE BOREHOLE DIAMETER (IN) I~~ CL. ANGLE (DEG) SPACING (FT) 1------+---·--+--+-------+----.... --+-------l 1 48 #8 8 15 5 2 48 #8 t----;---- 3 45 I #9 8 8 15 15 5 5 4 40 8 15 5 5 40 8 15 5 6 35 8 15 5 7 25 8 15 5 to\ SCHEDULE 8 ~---- ! I Row I NO. NAIL BOREHOLE INCL. LENGTH BAR I DIAlv1ETER ANGLE (FT) SIZE I (IN) (DEG) SPACING (FT) 1 40 #8 8 20 5 -·----+----I--+-------+----+------! 2 40 #8 8 15 5 1-----t-----t--+------+--··-t-----"4 3 40 #8 8 15 5 4 35 #8 8 15 5 5 35 #9 I 8 15 5 6 30 #9 8 15 5 7 I 25 #8 I s 15 s 1----+----+--~--~----'----i 0 SCHEDULE 9 9---- ROW NO. 1 2 3 4 5 NAIL LENGTH (FT) BAR SIZE 40 I #8 BOREHOLE INCL. DIAMETER ANGLE (IN) (DEG) SPACING (FT) 8 20 5 40 #8 8 15 5 35 #8 8 15 5 35 #8 8 15 5 30 #8 8 15 5 1-----+-----+--+---·----+----+--------a I 6 7 ROW NO. 1 2 3 4 5 6 7 25 #8 8 15 5 20 #8 8 15 I 5 @-S_C_H_E_D_U_LE ___ 1_0_ NAIL LENGTH (FT) I 40 40 40 35 35 30 25 I BOREHOLE BAR I DIAMETER SIZE I (IN) #9 8 #9 8 #9 8 8 #8 ' ! 8 #8 I I 8 8 INCL. 1 SPACING ANGLE (FT) (DEG) 15 5 15 5 15 5 15 5 15 5 15 5 15 5 8 I 20 1 #8 8 15 5 @-S_C_H_E_D_U_L_E_1 _1 _ I ! I NAIL I ROW !LENGTH I NO. (FT) BAR SILE BOREHOLE DIAMETER (IN) INCL. ANGLE. SPACING (DEG) I (FT) >-----+----+----+------+-----+----- 1 ! 35 #9 8 15 5 1--2 _ __,___3 __ 5--+_#_9 __,_ __ 8_--+_1_5_1--_s ___ l 3 30 #8 8 15 5 4 25 #8 8 I 15 5 I i s 20 #8 1 s 15 5 6 1 15 8 15 5 SCHEDULE 12 @---- 1. ROW NUMBERS ARE COUNTED FROM THE TOP TO THE BOTTOM OF THE WALL. PERMIT NO. SHEET SB OF 11 GENERAL IRRIGATION NOTES: 1. INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER ARfAS WITH THE TOP OF SPRINKLER ABOVE FINISH GRADE AS SHOWN IN THE DETAILS. 2. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. 3. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHT POL.ES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. 4. SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE PRIOR TO COMMENCEMENT OF CONSTRUCTION. l~EPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DR.I\W!NGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT--OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, ASSUME FULL RESPONSIBILITY l"OR REVISIONS. 5. THE 120-VOLT ELECTRICAL POWER SUPPLY TO THE AUTOMATIC CONTROLLER(S) WILL BE PROVIDED BY GENERAL CONTRACTOR. CONNECT FINAL HOOK-UP FROM THE ELECTRICAL POWER OUTLET TO AUTOMATIC CONTROLLER. 6. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AF,EAS ARE FOR DESIGN CLARIFICATION ONLY. !NSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFL!CTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING AND ARCHITECTURAL FEATURES, 7. FLUS'1 AND AD,JUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPF,AY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. 8. DO NOT WILLFUL.LY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES :N AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH 08STRUCTIONS OR DIFFERENCES FOR RE:SOLUTION. IN THE E.YENT THIS NOTIFICATION IS NOT PERFORMED, ASSUME FULL RESPONSIBILITY FOR REVISIONS. 9. 10. 11. 12. 13. 14. IT IS THE CONTRACTOR'S RE.SPONSIBIUTY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL LOCATIONS, ETC. COORDINATE WOf,K WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED CONTROL WIRE SLEEVES UNDER PAVED AREAS. IN ADDITION TO CONTROL WIRES SLEEVES SHOWN ON THE DRAWINGS. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. PROVIDE RECLAIMED WATER SYSTEM IDENTIFICATION AS REQUIRED BY THE CITY OF NEWPORT BEACH. RECLAIMED WATER SYSTEM IDENTIFICATION INCLUDES, BUT IS NOT LIMITED TO; POSTED CAUTION SIGNS, WRITTEN WARNING TAGGING, LABELS ON VALVE BOXES AND HEAT BRANDING. REFER TO RECLAIMED WATER NOTES ON DRAWINGS. REFER TO THE NEWPORT BEACH PUBLISHED "RULES AND REGULATIONS FOR USERS OF RECLAIMED WATER" MANUAL. RECLAIMED WATER SIGNAGE NOT REQUIRED WITH DOMESTIC WATER IRRIGATION SYSTEMS. EXTEND CONCRETE BASE OF CONTROLLER ENCLOSURE TO CONNECT WITH ADJACENT PAVEMENT. PROVIDE SHOP DRAWING OF CONCRETE ENCLOSURE BASE FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO. INSTALLATION. THE ESTABLISHMENT OF AUTOMATIC SEASONAL ADJUSTMENTS AND BASIC CONTROLLER PROGRAMMING IS THE RESPONSIBILITY OF THE CONTRACTOR. MAKE ARRANGEMENTS WITH A RAIN MASTER FIELD TECHNICIAN FOR A SITE VISIT ON INSTRUCTION OF ESTABLISHING AUTOMATIC CONTROLLER BASIC PROGRAMMING INFORMATION AND AUTOMATIC SEASONAL SCHEDULING. CONTROLLER PROGRAMMING INFORMATION REQUIRED INCLUDES, BUT IS NOT LIMITED TO; PRECIPITATION RATES, PLANT WATER--USE FACTORS, SYSTEM EFFICIENCY RATINGS, FLOW SENSOR CALIBRATION. AND MONTHLY HISTORIC DATA. CONTACT THE RAIN MASTER FACTORY AT (800) 572-8608 TO ARRANGE A SITE MEETING. IRRIGATION CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISITNG IRRIGATION SYSTEM IN AREAS WITHIN THE DESIGNATED CONSTRUCTION LIMIT OF WORK. 2. CONTRACTOR RESPONSIBLE FOR REPAlf~ OR REPLACEMENT OF DAMAGE TO EXISTING LANDSCAPE AND IRRIGATION FACILITIES CAUSED BY HIS CONSTRUCTION OPERATIONS REGARDLESS IF SAID DAMAGE IS OUTSIDE THE DESIGNATED CONSTRUCTION UMIT OF WORK. 3. SECURE PERMISSION FROM HOAG HOSPITAL. FACILITIES MANAGEMENT PRIOR TO SHUTTING OFF IRRIGATION WATER SUPPLY, AND /OR IRRIGATION SHUT-on--VALVES. PROVIDE 48 HOUR HOUR NOTICE PRIOR TO COMMENCEMENT OF SHUTTING OFF IRRIGATION SYSTEM(S). 4. I,EPLACEMENT OF EXISTING LANDSCAPE FACIL!TIES SHALL BE WITH LIKE-KIND MATERIALS, SIZE, QUALITY AND PLANT VIGOR. REPLACEMENT OF EXISTING IRRIGATION FAC!L!TIES SHALL BE NEW EQUIPMENT AND MATERIALS PROVIDED WITH THE SAME MANUFACTURER, MODEL NUMBER, SIZE AND COLOR AS ORIGINALLY SPECIFIED. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT PRIOR APPROVAL TROUGH THE SUBTITUTION SUBMITTAL PROCESS LISTED IN SPECIFICATIONS. 5. SALVAGE EXISTING IRRIGATION FACILITIES, INCLUDING ELECTRIC CONTROL VALVES, QUICK COUIPLER VALVES, STREAM ROTOR SPRINKLERS AND POP-UP SPRAY SPRINKLER. DOCUMENT SALVAGED EQUIPMENT AND TURN OVER LIST AND EQUIPMENT TO THE DIRECTION OF HOAG HOSPITAL l'-ACILITIES MANAGEMENT. SYSTEM DESCRIPTION: NEW LANDSCAPE IRRIGATION SYSTEM IS DESCRIBED BELOW: LANDSCAPE TURF, SHRUB AND GROUNDCOVER AREAS ARE IRRIGATED BY POP-UP SPRINKLER HEADS. LANDSCAPE HYDROZONES AND TREE BUBBLERS ARE IRRIGATED ON SEPARATE CONTROL VALVES. SPECIFC SLOPE PLANTING AREAS SHALL BE IRRIGATED WITH DRIP EMITTER IRRIGATION. DOMESTIC WATER SUPPLIES THE IRRIGATION SYSTEM(S). AUTOMATIC CONTROLLER "A" IS A SOLAR POWERED UNIT. AUTOMATIC CONTROLLER "B" OPERAlES A DEDICATED FLOW METER AND MASTE.R VALVE TO PROVIDE HIGH FLOW SHUT DOWN. GATE VALVES ARE LOCATED THROUGHOUT THE SYSTEM TO PROVIDE FOR PARTIAi_ SHUTDOWN OF THE SYSTEM(S). QUICf< COUPLING VALVES ARE LOCATED TO PROVIDE INCIDENTAL WATERING OF TREES AND SHRUBS. AUTOMATIC SPRINKLER CONTROLLER "B'' SHALL BE CAPABLE OF AUTOMATIC SEASONAL ADJUSTEMENTS (THREE PG/ MONTH) VIA BUILT-IN MICRO PROCESSOR. REGIONAL WEATHER DATA INFORMATION, AS SHOWN ON THIS SHEET, IS PROVIDED BY THE UNIVERSITY OF CALIFORNIA, RIVERSIDE. CONTROLLER OPERATION RECORDS ALL. MONTHLY WATER CONSUMPTION ON A STATION BY STATION BASIS FOR HISTORIC RECORDS. AUTOMATIC SPRINKLER CONTROLLER INCLUDES AN OPTION TO CONNECT WITH A COMPUTER CENTRAL CONTROL SYSTEM BY THE ADDITION OF A (RADIO OR PHONE) MODEM. THIS OPTION TO INSTALL A MODEM WITHIN CONTROLLER ENCLOSURE MAY BE COMPLETED IN THE FUTURE. EQUIPMENT LEGEND: SYMBOL MANUFACTURER RAIN MASTER RAIN BIRD RAIN BIRD NIBCO MODEL NO. RME-i PESB-R 44-NP 44-K T-113-K DESCRIPTION AUTOMATIC CONTROLLER MOUNTED WITHIN STAINLESS STEEL TOP ENTRY ENCLOSURE (FACTORY PRE-WIRED ASSEMBLY) -(SIZES NOTED) -REFER TO CONTf,OLLER NOTES THIS SHEET AND DETAIL A, SHEET LS5. ELECTRIC CONTROL VALVE -SIZE NOTED, REFER TO Dc.1AIL E, SHEET LS5. QUICK COUPLING VALVE IDENTIFIED WITH PURPLE (COLOR) FOR USE WITH RECYCLED WATER -W!TH ACME THREADED KEY AND LOCKING RUBBER COVER MOUNTED IN BOX -1" SIZE -REFER TO DETAIL D, SHEET LS5. GATE VALVE -THREADED -LINE SIZE -INSTALL WITHIN ROGND VALVE BOX -REFER TO DETAIL C, SHEET LS5. ----EXISTING PRESSURE MAIN UNE PIPING -FOR REFERENCE ONLY -PROTECT IN PLACE --• -• PRESSURE MAIN LINE PIPING -RECYCLED WATER -USE PURPLE COLOR CODED SCHEDULE 40 PVC -SIZE PIPING (NOTED IN INCHES) AS SHOWN ON DRAWINGS. PIPING SHALL BE IDENTIFIED FOR RECYCl.ED WATER USE. REFER TO DETAIL F, SHEET LS5. NON-PRESSURE LATERAL LINE PIPING -PURPLE COLOR CODED SCHEDULE 40 PVC -PiPE SHALL BE IDENTIFIED FOR RECYCLED WATER USE - PIPING SHALL BE IDENTIFIED FOR RECYCLED WATER USE. REFER TO DETAIL F, SHEET LS5. CONTROL W!RE SLEEVE UNDER PAVED AREA -SCHEDULE 40 PVC -2" MINIMUM SIZE (2" ABBREVIATED ON DRAWING AS "2SL") - SIZE SLEEVING (NOTED IN INCHES) AS SHOWN ON DRAWINGS. REFER TO DETAIL F, SHEET LS5. -• PIPING SLEEVE UNDER PAVED AREA -SCHEDULE 40 PVC -TYPICAL ABBREVIATION SHOWN ON DRAWING: "4SL" = 4-iNCH SIZE --··---··---·--- SIZE SLEEVING (NOTED IN INCHES) AS SHOWN ON DRAWINGS. REFER TO DETAIL F, SHEET LS5. CALLOUT LEGEND: I ~~ INDICATES FLOW !N GPM FOR ELECTRIC CONTROL VALVE 15 I A18 \-INDICATES AUTOMATIC SPRINKLER CONTROU.ER STATION NUMBER 1.6 \ 1" /-INDICATES ELECTRIC VALVE SIZE I~----INDICATES PRECIPITATION RATE ROTARY SPRINKLER LEGEND: SYMBOL MANUFACTURER MODEL NO. WALL.A WAL.LA*** l NOTE: 10661-1360 10661-1270 10661-1210 10489-1360 10489-1270 10489-1210 DESCRIPT!ON NOZZLE SHRUB ROTARY SPRINKLER** MP3000 I MP3000 MP3000 MP2000 MP2000 MP2000 RADIUS G.P.M. P.S.I. 25•• 3.6 30 25'* 1.8 30 25'* 0.9 30 16' * 1.3 30 16' * 1.0 30 16' • 0.7 30 * INSTALL NOZZLE ON INLINE REGULATOR/ DRAIN CHECK RISER BASE INCLUDING ACME THREAD ADAPTER, WALLA WALLA SPRINKLER PART NUMBERS 10707--040 & 10594 RESPECTIVELY -1/2" FIPT INLET -(FACTORY SET TO 40 PSI) PATTERN PRECIP 360 DEGREE 0.42 210-270° 0.42 90-210° 0.42 360 DEGREE 0.42 210--270° 0.42 90--210 0 0.42 ** ADJUST SPRINKLERS FOR HEAD TO HEI\D COVERAGE AND FOR ADJUST RADIUS CONTROL ADJACENT TO NON-IRRIGATED AREAS. *** INSTALL STREAM SPRAY SPRINKLER RiSER ASSEMBUES PER DEJAlL !, SHEU LS5, SPRINKLER LEGEND: SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN 9F RAIN BIRD 1812-SAM-PRS 1 2" POP-UP SPRAY ** 7' * HEAD 8F 1.0 30 FUU __ CIRCLE I l 1 l 1 7' * • 1812--SAM-PRS 8H 0.5 30 HALF CIRCLE 90 1812-SAM-PRS SQ 7' * 0.3 30 QUARTER CIRCLE (D' 1806-SAM-PRS 6 .. POP-UP SPRI\Y HEAD 10F 1 o· 1.6 30 FULL CIRCLE (D 1806-SAM-PRS I I 10H 1 o· 0.8 30 HALF CIRCLE I I (DQ 1806-SAM-PRS I ' 100 1 r,• 0.4 30 QUARTER CIRCLE u I OF 1806-SAM-PRS 1 8F 7' * 1.0 30 FULL CIRCLE 0 1806-SAM-PRS 8H _, * 0.5 30 HALF CIRCLE I I 01 1806-SAM-PRS ' ..J_ SQ 7' * 0.3 30 QUARTER CIRCLE ..J_ -- IZI 1804-SAM 4" POP-UP SPRAY HE.AD tiCST---B ** 4' 0.3 30 CENTER STREAM 1804-SAM I _L _L J__ PCN--25 *** 0.25 30 FLOOD BUBBLER • _J_ --- NOTES: 1. INSTALL SPRINKLER HEADS PER DETAIL H, SHEET LS5. 2. USE RAIN BIRD VAN SERiES ADJUSTABLE SPRAY NOZZLES OF THE SAME RADIUS WHERE NOTED ON PLAN. RATE • CONTRACTOR SHALL USE RAIN BIRD 5 SERIES NOZZLES IN LIEU OF 8 SERIES NOZZLES FOR SPRINKLER SPACiNG LESS THAN 6 FEET O.C. ** INSTALL RAIN BIRD PCS-030 (SILVER) PRESSUTRE COMPENSATING SCREEN IN LIEU OF CONVENTIONAL SCREtN. *** PROVIDE HUNTER "PCN' SERIES FLOOD BUBBLERS WITH THE FLOW INDICATED AND INSTALL ON RAIN BIRD POP-UP SPRINKLER BODIES. SPRINKLER RADIUS ABBREVIATIONS: F = FULL CIRCLE T = THIRD CIRCLE Q = QUARTER CIRCLE 3Q = THREE QUAfHER V = ADJUSTABLE RADIUS 0 z Oil ~ :;..: al Ci w IX < a.. w IX a.. i ~ ff ~ ~ .. ~ oOo, ~o, <o.., "" O>I c-. &1 "" u ,.__ a';' i i~! -;:, ~ G .. ! 3~ 'a-.: '>e:"' ' I :i:" Etl~ ~ 1---~ a, -..,_ ~~ " I! ~ s a'.i ~ a: z 0 !.i: ii!: 0 <I) a: 1-c, Z 0 w c.., :;; "' :;; zO -c.:, 00 d c.., :::, '--' "' ,__ a: z LI.I w 0.. ;::: 0 < I.U 0.. 512 ~~ 0 a: cD ~8 ,::N "' '-. Q_ (X) .UJ N '.;' '-. ,;:,s;- I ~ cl PERMIT NO . • LS1 ~==='-='-...C----SHEET OF 14 FINAL HOAG HOSPITAL SLJBMITT A' ' . / _i I ' I ........... L ...... ........... ~ ;' ' ' :,) ···-.. .i ' • 'i' --•:· .. \ .1 i S. • , ... . '. ,,_ . ·-y ' j-. ' ," ' l '",,i ·,:; T / ; -.. t. , .•• _/ / j ! \J / I I ··----. I I -1 I • / I \ ! '-.f I I j I . L_ / .,.. ______ _ -.. .... -........ ..... - I PROVIDE SPARE' 'WIRES AT ECV. l ... 21 A15 2.0 / : I -..., --- I ' I I / I I f I i ' I I ! ..... -,.-..... ..., __ ... \ i I j i f, ' ' ' ,_ '·-'''ii;~)-- ___,,.,,,,. .. _ .. t ·-·---~L::"___,.----·' -........... .. --.. / . i I l ' . ! ·\::-... .. -•~ / l • / - . \ I i ! I ' r--.. I ' I ' , •·-. .. , " ,~--' ,, ' 4si_ -- --CGNJR,l,£l0R IRRIGATION POINT -OF-CONNECTION NOTE: ----------.. EXISTING SITE-WIDE IRRIGA170tt-5¥STEM PRESSURE MAIN LINE PIPING SHOWN FOR COORDINATTD1'r--- PURPOSES ONLY. MA!N L!NE PIPING IN AREA OF SLOPE REQUIRED RELOCATION DUE TO WALL FACE CONSTRUCTION. REFER TO SITE ENGINEERING DRAWINGS FOR NEW LOCATION OF EXISTING UL.T!UTIES. TYPICAL. .. _J '• _,' i ' - ,,,__ - ·--tr.·.,. "1 ¾. "¾ 4SL, 27 ,""" ""¼"'•·-~, ~--~-~ .:z.---;:::: -r 2SL 1¼ ""·•------·---f----- 1 I • ·--. --__ 1__ f ------ ... L -------f ------- I ·---... "'-•/ - ----------r------ 1 -----. . i·- ----•• -. '"'-J __ ••. ··· 2 \ 2Sl ~ .. L~---~--:_ .. " _ ... ., ___ , l ', : .. , "I' ...... --.. ..-.. -.. ,•·' ---4... SPARE WIRE NOTE: I I I I I 23 2,0 PROVIDE TWO SPARE WIRES AND ONE SPAiRE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELE.CTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRES AT ECV". I I I I I I I I -,-----• I I I I I -, I ' I I I j I _J____ i ___ __, __ \ "' J I I ;o 0 20 SCALE 1" 'I 30 40 PERMrT NO, • LS2 81-EET OF_1.~4_ FINAL HOAG HOSPITAL SUBMITTAL ------- :_:{!>·' .,9.,;.,,. ' ~li:itit>.;. ii \ ,. ·---•-., .. ··- l! 111 / >:, i--: ifi'.-f · +-:' ~(; • J I I I I --. -- 1 . f i i ' . f 30 2.0 : r I f ., __ . ' 'I Ii 1 I ! ·----1_ ·, I --i \ I i = ~'-: ·-.·'\ f i ' • 26 2.0 I PROVIDE SPAR~ I w1~~s AT_ Ecv. 9_ 2.C I i j i i i I • I i I l ' i ' .. . I / -•-•l• • .,,v-[.'. • ... -.. L 14 2.0 I I I / ··-··----- / i I i i ! I I i i ' v·., --i I V / / '-, -----_ __,,/ I . ' • L ____ j_ ____ _l I i I I ··----..L__ f i j i } I • I • •• •, • '... j •• ,. - - ::;=, , :=::i=:: ·_;,,-",;;,1 .. --1, ,. .. ---; 'I' , I i _. • :. i .• · i L ,_, ' i I L_ .. EXISTING IRRIGATION SOLAR CONTROLLER NOTE: RELOCATE EXISTING IRRIGATION SOLAR CONTROLLER FROM AREA OF CONSTRUCTION TO LOCATION ABOVE WALL. NEW LOCATION SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. PROVIDE NEW CONTROL CONDUCTOR WIRES TO NEW CONTROL VALVE STATIONS LISTED AS "B1 THROUGH B4" AND RECONNECT CONTROL VALVES FROM EXISTING SYSTEM. 14 2.0 \ 2+00 --~ ··-------·-__ ,, _______ ,_____ -----·~·-· --·--¾ / ' ..... -:t'c::.~-·,.;;;;_,}'.::.,_'_')~ -~-::_-:_ - - -- -\ i 1, -----· \ .\ .•. ''\"" \ \ ___ ,-'-.·-----~ , \ . \ \ .\ 1 . ' ' ' \ ,,>_:. , ,----', / _,,,· ,. ~',,,,' -. ,_ -~ ' . . • -' ,,/.0,.·--;, :-• ' -' . ' , , 4 -<:,-:/.::~~~:·: .. --.✓ . I . / ,' .,:.,..,;;_-- . r •' / ,/ / _:~·-< ___ , . __ ,.. ••• ' --. \ ' :/~~-•,_, ----- i_ EXISTING IRRIGATION SYSTEM NOTE: I EXISTING SITE-WIDE IRRIGATION SYSTEM PRESSURE j MAIN LINE PIPING SHOWN FOR COORDINATION PURPOSES ONLY. MAIN UNE PIPING IN AREA OF I SLOPE REQUIRED RELOCATION DUE TO WALL FACE CONSTRUCTION. REl"ER TO SITE ENGINEERING DRAWINGS L FOR NEW LOCATION OF EXISTING ULTILITIES. TYPICAL. - --• I \ ·\ I I I -✓"Ji!H ldill!//!l liJI ·,: ! ' ' ' SPARE W!RE NOTE: PROVIDE TWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO !..AST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-iNCH I EXPANSION LOOP AT EACH CONTROL VALVE ALONG I MAIN LINE ROUTING. THE LOCATIONS FOR SPARE I WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS I "PROVIDE SPARE _v_v_lR_E_S_AT_E_c_v_"_. -~------~ Cl) NORTH 1{i 30 0 40 SC/I.LE 1" 20' " ; I! 0... w oc 0... PERMTT NO. • LS3 &ET OF_1;_:.4_ FINAi HnAr, HnSPITAI SI IRMITTAI AUTOMATIC SPRiNKLER CONTROLLER NOTE -SYSTEM "A": -------- ONE ( 1) RAIN MASTER RME-36SE -36 STATION AUTOMATIC CONTROLLER "A" MOUNTED WITHIN A FACTORY ASSEMBLED PEDESTAL ENCLOSURE. ASSEMBLY CONSISTS OF CONTROLLER LISTED ABOVE, ONE RAIN SWITCH ASSEMBLY, AND ONE ON-OFF SWITCH WITH. GF! OUTLET, ALL PRE-WIRED WITHiN A RAIN MASTER SE-SP SERIES TOP ENTRY STAINLESS STEEL PEDESTAL ENCLOSURE. THE 120-VOLT POWER TO CONTROLLER ENCLOSURE WILL BE PROVIDED AT ___ _ CONTROLLER LOCATION (WITHIN AN OUTDOOR JUNCTION BOX) BY OTHERS. FINAL HOOK-UP OF THE ELECTRICAL POWER TO THE GFI OUTLET WILL BE THE RESPONSIBILITY OF CONTRACTOR. "A" STATIONS USED: 29. , PROVIDE AND INSTALL HUNTER RAIN SENSOR MODEL SG-MC WITH STAiNLESS STEEL SENSOR GUARD. MOUNT SENSOR GUA.',D ONTO SIDE OF PEDESTAL ENCLOSURE. --- ,.-•'"( • \ . ' . \. . SPARE WIRE NOTE: PROVIDE TWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE ·'-._ :--.... , i ' BOX, FO!.i ... OWING MAIN UNE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRES AT ECV". ·<~ '". ' • I ' _I _J __ _ I I •-- "\0+00 I PROVIDE SPARE I WIRES AT ECV. 1 !I '·• .. :· _·: ,_.., '"_~~--.:...:::~:_,'• cc.-=~ " 2.0 2 2S~ • • ...... . ·- ,,3\., <' .,,,,, l-4---c"""~-- _: f ; i ' i . . ' ! { . ! 11 +00 ----- j i i "' ------.,,, ·~--,, •. ·--·- " " --- - 14+JO ' ~ , if\\ __ -- ---- ' \ r---- 1 I I I • I I I I CONTRACTOR IRRIGATION POINT-OF-CONNECTION NOTE: EXISTING SITE-WIDE IRRIGATION SYSTEM PRESSUF/E MAIN LINE PIPING SHOWN FOR COORDINATION PURPOSES ONLY. MAIN :uNE PIPING IN AREA OF SLOPE REQUIRED RELOCATION DUE TO WALL FACE CONS,RUCTION. REFER TO SITE ENGINEERING Dfs_AWINGS FOR NEW l .. OCATION OF EXISTING ULTILITIES. 'fYPICAL. BID ALTERNATIVE (AT OWNER'S DIRECTION): PROVIDE HYDROSEED AREA WITH TEMPORARY OVERH,E'AQ_ STREAM ROTOR IRRIGATION. I PROVIDE REQUIRED QUANITY OF 3/ 4'.' INLET SPRINKLER "HE.ADS,r-9!/i•:eGlf.AQ~ PIPING -,· AND CONTROL VALVING AS REQUIRED FOR HEAD TO HEAD COVERACt. DO NOT EXCEED 50 G.P.M. PEAK FLOW PER CONTi~OL VALVE AND DO 4\1.@[,; EXC-i;;c!iiDr40 -1 FEET 1N sPRINKLER HEAD RAD1us covERAGE. cooRDINATE 0PERAT1ol'-i or I TEMPORARY CONTROL VALVES WITH OPERATION OF THE PERMflil'!EtifY\RRIG'A-T'ION ·j. lSYSTEM "A" SUPPLYING THE WATER SOURCE. --------- / ! I • ------·---~---•. _j _i i - ..... ---- I ' I / I I.,. "" ~--: / ' I ! i ' l ' I ---- _f I t ..... -- .. ., I I -. -'' - ,. ·--- ., . --, ' . f I --......... I .., "' .,, I --- --,. --' • ·----·---' ,. IRRIGATION POINT +..OF-CONNECTION NOTE -SYSTEM ''A": IRRIGATION POINT-OF-CONNECTION -CONNECT NEW MAIN LINE PIPING TO EXISTNG SITE-WIDE IRRIGATION SYSTEM FOR CONTINUATION TO NEW CONTROL STATIONS. REFER TO AS--BUILT RECORD DRAWINGS FOR ADDITIONAL INFORMATION. PEAK IRRIGATION DEMAND: 50 G.P.M. SYSTEM DESIGN PRESSURE: 65 P.S.!. EXISTING WATER PRESSURE: 70 P.S.I. NOTE: CCNTRACTOR TO VERIFY EXISTING WATER PRESSURE PRIOR TO BEGINING OF WORK. REPORT WATER PRESSURE READING TO IANDSCAPE ARCHITECT FPR DOCU~1ENTATION. ---------·- --- F I I I I I I I I I I I I I I I I I i ' • ' et;;;sc~ @;""' '1l "' 'l:-\ 0a \ I 0 ms; I 10 20 40 20' z~ <C ll.. _J :::iE c... <( zO Oa: ~~ zo i:S ...I a:'. I 0 ...I 8~ z0"5 9o 1-J: c] 0 -<( a:: 0 Q; :::c PERMIT NO. LS4 SHfiiET OF 14 FINAi HOAG HOSPITAL SIJRMITTAL ~ _, ~ .. a: ::c UJ I-Cl a.. z UJ ::::> Cl• ·'SI' ~N :; (/) I-0 _, Cl z :,,: a: ~ Cl ~ ~ UJ UJ ~ (/) a: UJ Cl z ::::> • <Jj ~-----<(D l ,·, ,( -'fc-7,TI\} =TTTTTTC,,,,----TJT· .7". .T., .,,-77,.T:,. ,· "~/ ,, ' j ,,. ,.~./,c•' I'//,"/ ' ''""//~./ h, - " -./ __ ,·::.<~:::;_~~::><·:::.:;_:~~~/' ::;~lPl\C, / />' / /,//' / ,/' / 'arr::::'.~::±r, ,:_>~/ ,,< ,•',/:,,·L<,/' ~±=:!---------{4 HARDSCAPE SURFACE. CLEAN BACKFILL AS REQUIRED, TO BE SET IN 6" LIFTS. REFER TO SPECIFICATIONS FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. CLEAN SAND. PRESSURE MAIN LINE WITH SLEEVE. LATERAL LINE WITH SLEEVE. 11\---J <'> • 1.........----,@ CONTROL WIRES & COMPUTER G) ROUND GREEN PLASTIC , ~ dt··~Q-+'-· __,_g_. ___ o ... • -----<6 HARDWARE WIRE SLEEVE. VALVE BOX. 6" NOTES: ALL SLEEVES TO BE PVC. SCH. 80 AND TWICE THE DIA. OF THE WORKING PIPE. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRNES. @ HEIGHT ABOVE FINISH GRADE PER SPECS. @ QUICKCOUPLERVALVE. @ SCH 80 PVC NIPPLE, LENGTH AS REQUIRE. @ 4" MIN. DEPTH CLEAN PEA GRAVEL. ~ ~ @ SCH 80 PVC STREET ELL, TYPICAL (!) BRICK OR TYPE V CONCRETE BLOCKING, TYPICAL. @ SCH 80 PVC NIPPLE 6" MIN. LENGTH. ® PVC SCH 40 TEE OR ELL. @ PVC MAIN LINE, DEPTH AS REQUIRED. QJ) 36' MIN LENGTH #4 REBAR STABILIZER, ATTACH W/TWO (2)STAINLESS STEEL BANDS. G SLEEVING D QUICK COUPLER VALVE NO SCALE +- ® CD POP-UP SPRAY HEAD, @ FINISH GRADE. @ NOTE: ALL SPRAY HEADS 4" CLEAR OF ALL HARDSCAPE SURFACE. @) STREET ELL, TYPICAL @ 112" PVC SCH. 80 NIPPLE, 6" MIN. LENGTH. @ PVC SCH. 40 TEE SxSxT. (!) PVC LATERAL LINE. @ DEPTH-SEE SPECIFICATIONS. H POP-UP SPRAY HEAD NO SCALE LEGEND: 1 SPRINKLER ROTOR 24" MIN. 30" MAX. -·0 ----0 ,,,,.--;G) -0 2 SCHEDULE 80 PVC NIPPLE. SIZE PER INLET LENGTH AS REQUIRED. 2 REQUIRED. 3 ANTI-DRAIN VALVE WHERE REQUIRED. 4 VANDAL-PROOF CLAMP. USE IN 3 PLACES. (WEATHER RESISTAND. G) ® @ @ ® ® NO SCALE ALL COPPER PIPE AND FITTINGS, Tj--1,AT COME !N DIRECT CONTACT WITH THE SOIL, SHOULD BE ENCASED IN TWO LAYERS OF 10 MIL TH!CK POLYETHYLENE SLEEVING, TAKING CARE NOT TO DAMAGE POLYITHYLENE, PROTECT WRAPPED COPPER TUBING BY APPLYING CATHODIC PROTECTION PER NACE INTERNATIONAL STANDARD RP-0169-·02. ALTERNATELY, PREVENT SOIL CONTACT. OR INSTALL A FACTORY COATING MINIMUM 100-MIL THICK SUCH I'S "AQUA SHIELD" OR SIMILAR PRODUCTS" f 7 GREEN PLASTIC VALVE BOX WITH LOCKING COVER. 1' IN TURF AREAS, 2" IN SHRUB AREAS. APPROVED WIRE CONNECTORS. CONTROL WIRES, BUNDLE AND TAPE (W/24"MIN. EXTRA WIRE). REMOTE CONTROL VALVE. SOLENOID. 6 L@ @-· (!) PVC SCH 80 UNION. @ PVC SCH 40 FEMALE ADAPTER. @ PVC NON-PRESSURE PIPE. @ PVC SCH 80 NIPPLE(LENGTH AS REQUIRED). QJ) 2X4 BRICK OR TYPE V CONCRETE BLOCKING. PVC SCH 40 TEE (SxSxS) OR ELL (SxS) ON MAINLINE. 4" MIN. OF PEA GRAVEL. PVC PRESSURE PIPE. E REMOTE CONTROL VALVE NO SCALE ALL COPPER PlPE AND FITTINGS, THAT COME IN D!RECT CO!\ITACT WITH THE SO!L, SHOULD BE ENCASED !N TWO LAYERS OF 10 MIL THICK POLYETHYLENE SLEEVING, TAKING CARE NOT TO DAMAGE POLYETHYLENL PROTECT WRAPPED COPPER TUBING BY APPLYING CATHODIC PROTECTION PER NACE INTERNATIONAL STANDARD RP-0169-02. ALTERNATELY, PREVENT SOIL CONTACT, DR INSTALL A FACTORY COATING M!NIMUM 100-M!L THICK SUCH AS "AQUA SH!ELD" OR SIMILAR PRODUCTS. 6" MIN 1 n :::);i •. .: ... , .. _:, 11,:·.; CD SATURATE AND COMPACT BACKFILL TO 90%. ® FINISH SURFACE. @ NON-PRESSURE LATERAL LINE. = Z ro @) PRESSURE MAIN LINE. ® DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES, BUNDLE AT -..... ~ 0-· ---1----{3 10 FT. O.C. HARD WIRE AT CONTROLLER. 5 REBAR STAKE. TWO (2) REQUIRED -#4 X 30" LENGTH. L __ _j!___.J. __ ,.....,...-----t-~4 (6) ULTRAVIOLET RESISTANT (UVR) PVC STREET ELLS. 2 REQUIRED, AND UVR-PVC TEE OR ELL ® 2" LAYER OF CLEAN BACKFILL I (}) ULTRAVIOLET RESISTANT (UVR) SCHEDULE 40 PVC PIPING. @ FINISH GRADE. ® SECURE PIPING WITH #4 X 18" REBAR J-HOOK. SPACE AT 10 FEET O.C .. TYPICAL. NOTES: 1. INSTALL SPRINKLER HEAD PERENDICUlAR TO GRADE. 2. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 18" TO SIDEWALKS, CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. SHRUB ROTOR HEAD NO SCALE •, 6" MIN F TRENCHING NO SCALE NOTE: SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS. A B C 24" r ,r ~ 2 ~ STAINLESS STEEL ENCLOSURE. WALL MOUNT AUTOMATIC CONTROLLER. -~-··-, -·--1, @ ON/OFF DISCONNECT SWITCH WI 120 VAC GROUNDED OUTLET. (i) MOUNTING FLANGE WI BOLTS TO BE SET IN 6" MIN. THK. CONCRETE PAD. USE TYPE 5 CONCRETE. ® FINISH GRADE. ® 120 VAC ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL 5 CODE. (!) 2-3" DIA. PVC. SCH 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWIRE. ® 112" X 54" COPPER GROUNDED ROD, CONNECT TO 110V. OUTLET PER MANUFACTURE'$ RECOMMENDATION. AUTOMATIC CONTROLLER NO SCALE ---<6 CD LINE SIZE WYE STRAINER. @ REDUCED PRESSURE BACKFLOW DEVICE WITH 2 BALL VALVES, REFER TO IRRIGATION LEGEND. @ BRASS UNION. @) BRASS ELL (TYPICAL). ~ ' bJ-® 6l----S @ BRASS NIPPLE (TYPICAL). @ 1 CU.FT. TYPE 5 CONCRETE THRUST • BLOCKS (TYPICAL). WRAP PIPES W/ 10 MIL TAPE. SATURATE AND COMPACT SUB-GRADE TO 90% PRIOR TO POUR. (!) FINISH GRADE. @ PVC MALE ADAPTER. REDUCED PRESSURE BACKFLOW PREVENTER ALL COPPrn PiPE AND FITTINGS, THAT COME lN DIRECT CONTACT WITH THE SO!L, SHOULD BE ENCASED JN TWO LAYERS OF 10 Mil THICK PO!_YETHYLENE SLEEViNG, TAKING CARE NOT TO DAMAGE POLYETHYLENE. PROTECT WRAPPED COPPER TUBING BY APPLYING CATHODlC PROTECTION PER NACE lNTERNA110NAL STANDARD RP-0169-02. ALTERNATELY, PREVENT SOlL. CONTACT, OR INSTALL A FACTORY COATING M!N!MUM 100-MiL THICK SUCH AS NAQUA SHIELD" OR SIMILAR PRODUCTS. CD ROUND GREEN PLASTIC VALVE BOX, WI LOCKING COVER ® FINISH GRADE. ® BRASS UNION. '4' \.V BRASS NIPPLE, TYP. ® PVC ADAPTER. ® PVC MAIN LINE. (!) 1 CU. FT. PEA GRAVEL. ® 2X4 REDWOOD OR BRICK BLOCKING. @ DEPTH-SEE SPECIFICATION. ALL COPPER PIPE AND FITTINGS, THAT COME IN DIRECT CONTACT W!TH THE SOIL, SHOULD BE ENCASED IN TWO LAYERS OF 10 M!L THICK POLYETHYLENE SLEEVING, TAK[NG CARE NOT TO DAMAGE POLYETHYLENE. PROTECT WRAPPED COPPER TUBING BY APPLYING CATHODIC PROTECTlON PER NACE INTERNATIONAL STANDARD RP-0169-02. ALTERNATELY, PREVENT SOIL CONTACT, OR INSTALL A FACTORY COATING MINIMUM i 00-M!l THICK SUCH PS "AQUA SHIELD" OR SIMILAR PRODUCTS. GATE VALVE NO SCALE ~ [D 0 w 0::: <( a.. w 0::: a.. ~ (Q 0, -o, ~;-.:: o, I ~ ,<~ (.j "' 1.wW Q 2:~ !,(j~ ii:::;; -c: ~ G. '3 ;:I; 0~ j~ I I c., ;::, l,.l..l r--. ~-~ 0, _ ... "e " I! z ~ a: :z 0 ~ 25 ~ cc z Ow O:;, u::;: "' 0 ;;:;o co ::! <.> iii (.) ,_ a:, zW w 0.. -Cl ,_ UJ ~ fa ~ Gj 0 CC ~ "" .c:, PERMIT NO. • LS5 SIEET OF 14 FINAL HOAG HOSPITAL SU BM ITT AL ----------------------------------------------------------------------~-- ( . . . . . . . . . . . . . . . : . . . . . . . . + . . . . . . . GENERAL PLANTING NOTES: 1. For additional planting information not mentioned In these general planting notes, refer to specifications Sections 02215, 02920, 02931, 02950, 02970. 2. Be responsible to consult with site superintendent, appropriate agencies, and Drawings for verifying locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of said utilities if proper verification by Contractor was not performed. 3. Do not willfully proceed with planting operations when it 1s obvious that unknown obstructions and grade differences exist that may not have been known the during design process. Bring such conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. 4. Be responsible for coordinating other contractors work related to proper execution of Contractor's Work. 5. Obtain a letter of final grade certification from General Contractor prior to beginning planting operations certifying that rough grades are within 1/10th of an inch from specified finish grades. Ensure that finish grade elevations of planting areas are set at proper elevations relative to pav,ng finish surface elevations, utility cov@rsL and curbs. 6. Existing site soil may be used for planting areas and berrns, however, it will need to be amended as indicated ,n Section 02920, 2931, 2950 . Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil Is of. o sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. PL.ANT MATERIAL LIST 7. Trees may be initially togged by Owner's Authorized Representative at a nursery selected by Owner's Authorized Representative, or if deemed acceptable by Owner's Authorized Representative, Contractor's choice. if trees a re to be togged by Contractor in-lieu of Owner's Authorized Representative, ensure that trees of a similar species and variety have matching forrn unless indicated otherwise on Drawings. 8. Plant material, I.e. trees, shrubs, vines and groundcovers, must be approved by Owner's Authorized Representative prior to installation. Plant rnaterial installed without Owner's Authorized Representative's approval may be subject to removal and replacernent with related costs incurred by Contractor. 9. Fine! locations of plant material are subject to approval of Owner's Authorized Representative prior to installation. Perform the following procedures before beginning planting pit excavation: a. Shrubs -place actual plant containers on-site In prelirninary locations. b. Trees -chalk or stake locations before digging holes. c. Container Pots --Tree Pots by Stonewear, Broadway 8S4836 with drain, 72"x72"x36", Sandblast finish, Color to match architecture. Install geotextile fabric continuous across bottom and siaes to height of 18" -cover with 4" of c!ean sand. 1 O. Notify-8-wner's Authorized Representative In sufficient time to perform a specified site observation task. Refer to Section 02931, 02950, and 02970 for site visit notification tasks and lead tirnes. Insufficient notification time g,ven Owner's Authorized Representative may requ,re site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. 11. Be responsible to furnish plant material free of pests, poor condition, or disease, including pre-selected or pre-tagged plant material provided by Owner's Authorized Representative. & BOTANICAL NAME COMMON NA~v1E =-=---c-'-C...."-'--=--'=--'--"-"-'"'=-------------'='..Y_I_Vl._~~"----~~-'--'=-----_____:\--_ __c:=!~'_'2__::'__'__'-!___~-----'=' QUAl'~TiTY SIZE I Arecastrum romanzoffianum Queen Palm 24 18' BTH A -36" BOX Myoporum laetum NCN 10 Melaleuca nesophila Pink Melaleuca 15 36" BOX Metrosideros excelsus New Zealand Christmas 28 36" Box Rhus lancea African Surnoc 8 36" Box Tipuana tipu Tipu Tree 18 36" Box Koelreuteria bipinnata Chinese Flarne Tree 4 36" Box HYDROSEED MIX Blended Mix ---------~----~-.. . . South Central Coastal Valley Mix. . . . . . . . . . . .. . . Non-irrigated, erosion control, lovv fuel, decorative mix. . . . . .. • . . USDA Ecolog:cal Subsection 261 Ba -. . . . 12. After finish grades have been set for planting areas, take horticultural soil samples at (6) locations indicated on Drawings. Soil samples are to be tested for by a qualified soil testing laboratory for soil fertility, backfill recommendations, and soil preparation recommendations. Complete soil testing procedures ore outlined In specification Section 02920. Soil preparation and backfill mix requirements may ultimately need to conform to recommendations of the horticultural soil report, however, only upon receipt of written change order from Owner. (See sheets I.S7, LS8, LS9.) 13. If conflicts onse between actual size of planting areas on-site those indicated on Drawings, contact Owner's Authorized Representative for resolution. Failure to make such conflicts known to Owner's Authorized Representative in a timely fashion may result In Contractor's liability to relocate plant rnaterials or at worst case, become unable to charge Owner for plant material already planted. 14. Ensure that turf areas are separated from ground cover ana shrub areas with 1 /2" x 4" TREX edging. 15. Triangularly space groundcovers and shrubs, unless indicated otherwise on Drawings. _Maintain half on-center spacing when adjacent paved areas, walls, or other fixed edges. 16. Provide a tree stake and tree_gu:L mock-up on-site for Owner's Authorized Representative review prior to performing tree stoking and guying. Locate stakes into the prevailing wind if not indicated on Drawings. 17. Excavate plant pits to dimensions noted on Drawing details. 18. Mulch shrub and groundcover areas (excluding turf and annual color beds) with a 2-inch deep layer of wood mulch as specified in specification Section 02950. 19. Do not plant trees any closer than 4--foot to any fixed edge, 1.e. sidewalks and walls, unless indicated otherwise on Drawings. 20. All trees within five feet of hardscape should be planted In root barriers. For islands In parking lot, layout barriers at back of curb. ln all other areas layout root barriers to provide the largest root zone pracitcal. 21. Ensure that trees and shrubs are not planted too deep relative to finish grade -refer to specification Section 02215, 02920, 02931, 02950 for proper grade elevations. 22. Install plant material with its best side facing the predominate view of the public. 23. Do not plant trees within 10-feet of gas, water or sewer lines. Contact Owner's Authorized Representative if meeting this criteria differs from locations indicated on Drawings. 24. Provide the proper setback between streetlights and trees ---contact City inspector for required setbacks. 25. Refer tc Drawing detai!s for required planting, staking, and guying methods 26. Trees require either staking, guying, or neither -refer to Planting Legend on Drawings for staking and guying requirements. 27. Replace or repa,r existing rriaterials that are damaged by Contractor during planting operations. 28. Verify property lines prior to commencing planting operctions. 29. Refer to City and county standards for standard landscape plans and specifications, where applicable. 30. Plans are prepared in conformance with project mitagation measures # 10 and 43 and are In conformance with the City of Newport Beach standards SHRUB LEGEND ffi BOT/\NICAL NAME COMMON Ni\ME SIZE SPAC!NG~NTITY 1 l'l!nTc-C' \J ! L0 MULTI TRUNK MULTI TRUNK SINGLE TRUNK SINGLE TRUNK S!NGLE TRUNK SINGLE TRUNK :::_:~:__:_:__:_-_::::_:_:_:::_______:.:__::_.:_:_:::___ ________ :___ ______________ c:._c_a_l ----2-4': 0. C. ) ur; • l e Rosmarinus Officianalis '8enenden Blue' Benenden Blue Rosemary " " O□rissa rnarcrocarpa 'Tomlinson' Natal Plum 1 Gal 18" O.C. , 265 0 Dietes vegeta Fortnight Lily 5 Gal 24" O.C. , 991 @ Echium fastuosurn 'Pride of Madeira' -pink 5 Gel 36" 0.0. 1 @ Escallonia fradesii Escallonia 5 Gal 30" O.C. o Feiioa sellowiana Pineapple Guava 5 Gal 30" O.C. , 'i Gal 24" OJ'. e Hernerocaliis 'Storburst' Starburst Evergreen Day!iiy -~ e Lantana 'Spreading Sunshine' NON 1 Gal @ Bougainvillea 'Rosenka' Rosenka Bougainvillea 5 Gal @ Raphiolepis indica 'Qlara' Ciara India Hawthorne 5 Gal 5 Gal 0 Westringia fruticosa Coastal Rosemary CJ Prunus coroliniana 'Manus' Bright and Tight Carolina Laurel 15 Gal C"J Roso x 'Seafoam' Seafocm Shrub Rose 5 Gal e Salvia leucantha o Trachelospermum jasminoides @ Grevi!lea 'Noellii' e:::;:~,~0;~:i Myoporum parvifolium tx><)] Myoporum 'Pacificum' B h ~ c; "GI Mexican us, ::>age .._, ~ Star Jasmine 1 Gal NCN 5 Gal Groundcover myoporum 1 Gal NCN 1 Gal 36" 30" 30" 36" 30" 30" 24" o.c. Ur\ r,. }. ,\_;, O.C. o.c. > 0.0. , 0.0, , o.c. 18" o.c. i 3 f""lll u 36" 36" O.C. o.c. 0 (' . \.,. 61 0 37 3834 262 469 83 102 .39 94 1187 95 185 I Hydroseed Mix available from Stover Seed Company, Los Angeles, CA. (213)626-9668. Soil Test Locations (See Sheets LS7, LS8, LS9) 0 z "' ~ :,.: CD Cl w a::: <( a.. w a::: a.. 1? i 0:: ii: ..: --I=! <1i !21"'°' ~l~f:2 0) ,.,_ ...,J 0~ 2 ;;;- I t..J"ll-I :3;..'2.- '. ~~ ~ .• C, I C O<n -J "" 0"" :2~ D~ ~ ~~ ... ~ "' -.,. o ~e " I! Cf.) Cl :::::> z a.. LU~ (!}o LU _J a: ciW ~~ CJ') ...I LU I I-...I ~~ ~~ I-:c ~c, c:g :c 2 ~ 0 ~ ci5 s a:; ~ 0:: z ~ z 5 en 0:: ,_ 0 :z 0 w (_) ::. c:, ::. 2 0 0 0 --' u 5 0 co c.:, ,_ 0:: I.U z 0.. UJ l:i: Cl LU !l.. l!2 !::i a-; 0 0: (D co le! 0 ZN IE'-. ,,_ co ___ l,,!J~ ~ '-.... )/::.::!... I \,!,! "( 0 PERMIT NO. • LS6 SH!!E/' OF 14 FINAL HOAG HOSPITAL SUBMITTAL / / / / / / / --------------.... / / / / / / / I .. / / ------ -. --. ---- / / / / / / / / / / / / / / / ~------ / ---._ / .... --.... ~~,. ~-------. -. --' --1 1/ 1 1/ V /1 I I I ,1/ ------------ I I / , f I I ~1/J I I ::, fc~--' 'l ~~~ • "'-~ I, ' • I , .:::::--, ........ -:::~ I c:~7==,=-~==·-/ VJ/ // =~1 # 01 • 7-1r~1----~:-1L~-~ 11 1 0 !// 'it( f' @-•" ----.I I -~,-~1 ~~ : I I ) 0~ i I I I I I I I I I I I i I I \ \ f--\ I . ------- -------- ----------- ------.____ ---------- + .. .., - LANDSCAPE WORK LIMITS r;:7mT----=::~~~;;;----------· ------ --------------------D --- ROS LOCATF ' -----------------~ 1AOLON~ EXISTING "0 HOAGEACH T_REEO\~,L~XISTING ELOCAT, • Ft."T ' TO BE R L ~/!THIN 50 Li TO BE BE RELOCAT,' D FINAL LOCATIO~ E A.RCHITECT, LOCATIONNE;,T~ THE L~NR~~~A~O BE DETERMI D TOTAL ! , ~ TH -F'EL · IN ' L I RELOCATED, _, ... PAc1r1c COAST HIGHWAY I I I 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 l_ ... -----..... ... ... --... :;.: ID Cl w ~ CL w a,: CL <o <o ·-~--~NDS,4p( "'• fc~--,~•~:, (I') PERM" NO. !ti 2985 ) i'.--_I_ 1 \, , No 8-31_~_ 07 * I \~-----·/ • *·· Exp.-~h../ NORTH LS?. J'J:il'[: Dr w _-~·1 'L 1 -OF 14 I 1 o 20 0 • SCALE 1'' = 20 L SUBMITTAL FINAL HOAG HOSPITA - ------~---=-=.........:.:....______.:......__-------.:......_ _ . : . . . . . . _ _ - - - - . . : . . . . . . _ _ . : . . . . . . _ _ . : . . . . . . _ _ - - - - . - - - - . - - - - - - - . ___ ---~----~ TI I IT/ 11 l I \ \ I \ -------------- --- -------------- 1MtTs \ ' \ \ \ -- \ \ ------I ,- 1 I I I I I I I I I I -- I I ---- ---------- --~ DEDICATION TO C;;;;F NEWPORT BEACH ~(CONSTRUCTON RIGHTS RESERVED) ------~---- I / -~ I I 1 . I I / I I / Ii- i I ' I - I I I ' I I I /+I /1!;, ~ /!1//;/l//11 1 -1 I ----l_______J_ I I ' ' I --. I ' -- -~~~~-L-___J_-1 1 1 / / ;· / / I I I , r--------------L __ ~ ; i /' II ----• J • I -------------------J _____ 1-_ I L ' -----------...,._.____ I . . -------I ------------------... .. --1 --............ ------------- --/ I ::-------_ + .... E:X!sr_ TflAILERs (TO REMAIN) ----------- + --- .... -....,, - ..... --==-- r-;-;~:----------------- !NOTE: _ 111 O tXISTING METROSIDEROS _ LOCA~ED , ALONG EXISTING HOAG DRIVt EDGc: 'TO BE RELOCATED. EACH TF~EE Will _ BE RELOCATED WITHIN 50 FEET OF E~iSTING LOCATION WITH FINAL LOCATION TO BL I DETERMINED BY THE LANDSCAPE ARCHITECT, I IN_ THE FIELD. TOT.AL TREES TO BE 1RELOCATED. ____ _ I I _J ----- --- -... .->_· __ -,-; .. -· .. .---,.,·:. •. -"~ " _..._, .-·_ ,•_.--• -----LIM/Ts ------------- ------------------------ - - I ------, PROPOSED RETAINING WALL I -•-I I I I ------ 11 +OC --------- ·j~~~~~~~~~~~ ~ ---- ~ ~ ~ --~- ' \ \ \ 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 \ ,t------ 1 I I I I 1rr----- --- I I I I ---> ,-_ / ··:,/ EX1snNG Pf.ANTING (PROTECT IN Pi..ACE:) ----/ ..__ ..__ ..... , ....... , ',' ' I ..................... ....... -..... ....... "', ...................... ...._ I ....... -....._ ......_ I I i I J I I i I I I ..__ ..__ '· ..__ ..__ -----', ~ ;' '-..__ ;;:.._ / / I I I I I I i I I ~ --1/,//2/7/\ -----.::.~~----\----~,~~~~¾~-~;-~-~.------~ ·-----..... -.., ----... -t I I I I --.... ~ -.-....;:-;..,;;--:: --.J__ ___ _ I ' ' I ! I I I / / / / / / / / / 0 10 JC1 ! 20 40 SCALE 1" --20' I r,nc,-r1 -, . r-.....cclf)~~.-:--~ PERMIT NO . • LS8 SHEET 14 OF ___ - FINAL HOAG HOSPITAL SUBMITTAL • I •-~ -I I --,- OSED RETAINING WALL -PROP 1 I I ---ER-· -:/c;ci••·-.-.· --.. •i· ' I )ARr/ .> --_----_ I .. · .. ' _.. : . . -<-· ·'_ • ,_-.· . ' ii~ -~/ (?j_.--I '- • r;---- I I ii ,1 II ' \ I \\ I I I I \ 1\ + 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 . . . . • . -- . . . . . . . . : • . . . . . . . 1 . . .. .. i 1· ' I ' . / • • i ., I • r .. . . -- • ~-. . .. .· -·- ' .. ' .. .. . . . i::.H?Lo· CAR£ CENTER • (EXiSTtN_G)" .. .. . . ·-. ( EX; ST; NG .. - .. . . ------- . . . .. i •• • I . ' . . .. ( • ! . . . . .. i • I • I . . . ' .• / ,. . . . . . . . . . --..., • I -- ------------ . . . .. . . . .. ·. .. . .. ... ... .. , .. . . • . . . ; .. ·. . . .. .. . . .. : . . . . .. . . .. 14+00 -----------::-;;:;------ . . . . . . .. .. . . .. • . . . . . . . .. . . . . : .. . . . . . . . . . . . ... -- . . .. .• . , ... _.-. I -- : . . . . . . . r· I • ·1 I . I - . . . ... .. I I I I I I I I I \ I I I I -- ---- I I I I _J __ _ -----.----- 1 40 0 <D i ~ §8 zN !Ji 1E '-,_ co ~ -~N ~ <"-!i! 0 Osj- " :I! < CL w ,:,: CL PERMIT NO. • LS9 ~F 14 / / / / / / / / / / / / / / / / / / / / / / ----------- / / / I / / / / I I LANDSCAPE: WORK LIMITS PACJP/C COAST HIGHWAY I 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 _,,_ __ ~ ; "' < s:s 0 I . PERMIT NO. • LS10 ~F 14 o 20' A I SCALE 1" ~ C::I IAI\/IITT" -l-l()C::DIT.111 i:11\1.111 1-1 n 11 ~ ~ I I I I I I I I ,- 1 J_ -~ ---~ ~ -~ -----,::::--DEDICATIONRJCTION RIGHTS -WPORT BEACH ---~:0 CIT't' OF NERESERVED) I I I I I ------------------------------- ...... -· .... .., ----------...... -........ ,,,_ ....... -----------.. "'====-~--=es._~~Sc=._=-;;;-.= -== --~--. ------ ! ' - I -----~ \ \ -- \ i ' - '1 I I - \ -- \ -\ \ 'i \ -! \ \ I - \ --' \ \ \ I ' I I I I ~----- ---·--•-,--J. ___ I ----------+--------- / ~--+-------._______ I ------+--- -----t ~-----' --f---___ ! -------!--------. -----+----- :__=+=-- ~-------L ____ - --+---- -------~------+---._-------- I ' .. ---.. .... -.. ·---..... -.. -----.. .... ----... __ ---------......... __ '---,..(CONST ------------.:- I I l I I I ! ' I 11 /;1 /II//!/// I I /1/,, i,fj ·t·-1---/---+-+--+ -/---t .. _f--I _ . I • I i ' I i -f ' I T 7"--1;11111 !1 / 1 1, f I!. 1 11 I ! ! 1/ I, I 1' I I/ ' • • I I I I I I I I I ---------------~ WORK LIMITS J__ I ---.. _ .. .., .. _____ ...... ----.. -~ ---------------- I .-__ , -:.,,,, -· I I ------- ------------- ..... __ _ -... ----........ .., ~------... ---- I I IAY I • • I I I .... • ' ., " . I \ ·\ • __ ... .. ' -·.;• .-..... -- .... __ _ I PACIFIC COAST --------------- / PROPOSED RETAiNING WALL it-·--~ --.--,:,--;--_,. I -, -- I I I I I I I './_. • ·--<--· .-·_,' 1 ,'<i····/1> i • ~6 tA ... • c~~tER · •• •••• ••• •• ~~tNDAR'Y ,..-_ .. ·:,,_-_.·~/-_.- ' . ~ _.. tX/STiNG Pi.ANTING (PROTECT IN PLACE:) ---------- f-f lGHWAY --- \. \', \. \ I \\ I \\ ; I I I I I I I I I I I I I I I I ! 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 I I I I IL,c--- / I I I I I I I . I PERMIT NO. • LS11 ' \ I \ \ ~ 'O l:< \ l'J-/ ;;/ '4 \ Q~ \ -'O if () a,; ro G) '-.0 -- --(\ --:::i=====- \ \ \ \ \ \ f) \ iii -..._ 11.1 '"--I I I /// I " ,· h,-.. . • • • I . . : ... ·. .z • •• I tt:r£i · .. ·· ........... ··· .... ··. . · ..... •• ~·•······... • • 1 ~ijp ······•·.··.•··....... \ .. j/< · .• · .. · .. ··.. . · · • l ~ ... ~ ... · .. ·.. • ·.• 'I \ '1l 2l @ 8 ;,J ~ z ~ I I I I I f __ \''::i /~~----- ,:::-----1-___ ~-=-~/ I re~> j --__ I '/ ---' •• I---~ ------ \ ·--...._, /// ·,....._ I I I //I '-.....____, I I I 1,1 ·• ..... f/. < <··· • ••• ·• •• ,, I \i I I ~'!,!_£ < <~ l, \ II ---...... ~---·-... ·, .... • _ • l I ,l l! \ I --~--.. ---· I \ ~ \ ~ I -------~---- I I I I // I ' / (11--·-----. I -......_ / I ---•• . I --/ -• I I I I I I I I I I I I I --I --------, -----. I -I ---- I ,,,1---·- 1 / /v/ I I / / ---------- -- I I I I I I ! ! ! I ! I I ! I I I I lJ I I 2J I I lJ /!;] I ~ I I C: /~ I I I I I I I I I I I I I I Q -U) ::j < C) () 0 < ~ :n "l < () "l () "l < ;;/ :n . I I. 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 STOP ! STQp I / ' ---· I I I I I I I I I I I I I I I ! I , I I I ! I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I ! I I I I I I I I ! I I I /, / 10; /~ I /Ill ! :n 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 l~!f) I I ! I I i • I / / ,' / I ! I I I .I I I I !l / // ! I I I 1 I I I I I I I ! I I I I I I ff ' I ! i I ' // ' • ' • t-· •. . ······· • .. I , .. , ., -----.. ' I :r I /0 / I I I I f li: 1 I I /):::,, I IC) I I . I I I I I r-, I i '-..J I I ,--, I ' --4J I I -I I~ I I "'-I I ft/ . ' I I I I I I I I I ' :z: / CJ I ~ I ;i,; I I ;J? I I / I II I f ;----, I 0 f I I I 1 I I I I ! \ \ i I \ \ .. I I I I ' •--- 1 \ -----/ '-.. I ' --- ----------.. --- ------- --, .. ·--- 0 ::z: r;:,;:::: ><: o g §2 :z: ::0 G) 1'71 -._;,. ' () 2 ;:;I ;:o -- -... __ _ I ' ! I // / / --------- ;· ··---.. J I - / '/ / / ~-------.:-::::.:-:::,-::::.::::.::::.::::::::::::.::: ------ [3> I ... _ i I I I I I ' I I I I I ! ) ,----~--------------------~~----~ ;2 ::r:J ~ ~ Q2 -C) (/) I I I I I I I I I I I I 1 1 1 ! I I I I I I I I I I I I I I I / 'fb/ • ! I I I i / I / / / ~·-- ~ ,ef 1!i -~~ -l .,_ z? 1) a,; !,;: :::/ () ;z a<> I I I I I I I I I I I ........ , ....... , ~ " " \' \' \ ::j V) i 1 ! I ,. __ -· --·nrrq < ;J ~c-o --{ -n -2 )> I U) 0 -----...-, :::I: s;; 0 ~ a-~-)> .~ Ci:> ' N_ ~~~~,,-~ ~ /4 ;\' r◊"-. 1/ {; ' fi?I OJ Nr \~) II I ' CD • '"')I ,...,\ w ,...,., /'" ''I ~ V.J :Z r-:,/ \~\_i '" I~ •71 \,~---io" ' ,i::--1) ,;, "?:)' "~~" --~ :::I: Ii 0 0 'J ~ /-~,,, I o 01 z I ,.,.. . o·· 0' • ....,.,, I :::ul-~· ""'C) ' -<\ I / ::::j 5 --T -1 .. / )> I I I I I I I I I ' I I I I I I --·~----"· -----__ ,, ___ ··-·· ------ ' JOO NO: I I ·; :i'.! \ i \111 I ~ I \ i I 1 1 i 11• I I' I , I . I I ; I . I I I I I '\' I \ . LI . I I ll I I I I I \ I I I \ I\ : I : I I II I ·, ' I l· ' I ! I:\ gfti~:sc(f);;oZ I 0.1J_,,fT10 Z Ou--; . I ;;o '.l> S:: o I cZzurri . I ~o;;::s;;:J> I 1 • --(f)czr:: • Ill ~~07,;:i~ 0 --'" )> '1 \ 'T\ fT1 G) -s:: (J) )> z )> -~ ::;;: r 0 I I ►fTl· -,fTl I ,::S::(f);:oO . ,(f)-► I l11 -,~zo I I I z (f);;o 1 I os::=i ' ►-o I II u -, ~ fT1 ;;o fTI (/) --;;o )> -1 I O ► r ;;o \ r I I \I 11 :~~~ I o"TJ ►o <,..,. ~-..::G:'..'..() ' I I u 7. \ .·I "\ ---~ \ I ~ ' ' \ I I I ,. I I , I ! I , ) ! I , I I I 1 I ' 1i I ; I ·~• •I i I I ~ ,I ~ t, ' I • l,'1 -,· I . II 11 ,, I . I I . I I \ I ~ 1:::w::i \\ \ I \ \ I I \\ '" + I u I· '" \! i\ I I 1\ I I I II ' 11\~ \: 8 ii\ I 1• \\ 11 I I \ I I I I \ •- -,) I I ' L~ ---- I I l I I I I I I I I I I l \ \ l 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 I I I I I \ I I I I I I I . \ I I I I ,. \ ~ ( I r--ii PREPARED BY: DEVELOPER· 7 .. II 1iRC CUSTOMER-FOCUSED BOLIJTION8 HOAG HOSPITAL 6 • ;;;: SHRUB PLANTING PLAN 21 T[CHNOI.OGY !RViNE, CA 92618 ONf HOAG DRIVE 251482-m 5 -----·· '\ ~ HOAG HOSPITAL _ LOWER CAMPUS (949)727-9336 • FAX (949)727-7399 NE'M'ORT BEACH, CA 92658 DATE APPROI/ED: 4 ~ -I .,. LANDSCAPa. ARCHITECT J -i I -I , !=' CITY OF NEWPORT BEACH riiii::r-::designofflce DATE PRINTED: ;,·, :_o.:/1B/!76J()UlPATJENl"BUILD!NGCOORDINATIONREVISION I 0 ~r :,, C/-1. ....I )> COMMUNITY DEVELOPMENT DEPARTMENT DA1E -i~~:,';;l 4/28/2006 I 03 Jl/06 REVISED PER CCC COMMENTS r '""'"@-rum NO. DA TE · REVISIONS I --.t. Ii",."'' .i:::,,.1 12" ,,,.- i rmc=i'=~,,.ir ' 17\ 4" LOOSE FlT SCHEDULE 40 CAP. PRIME \.:.,I AND PAINT FLAT BLACK. • @ 4" DIA. PERFORATED PIPE WITH DRAIN SOCK. @TREE ROOT BALL. 0 TREE PLANTING PIT. @UNDISTURBED SOIL CONDITION. © AUGERED DRAINAGE CHIMNEY LOCATED AT LOW POINT 0 12" DIA. X 4' DEEP SUMP MIN. FILLED WITH CLEAN f/16 SILICA SAND. G SUMP NOT TO SCALE 1--;:;;_..-1-----------------------=-DTSP-008 @»---- '---{1 CD ROOTBALL. 2 CROWN-2" ABOVE FINISH GRADE. FINISH GRADE. 3 X ROOTBALL DIA. BACKFILL MIX PER AGRONOMIST REPORT. ® PLANT TABLETS (SEE SPECS.). (!) 1-1 /2' MAX. DEPTH BELOW ADJACENT PAVING. ® TOP OF PAVING. ® 3" HIGH WATERING BASIN. @ UNDISTURBED NATIVE SOIL. (D} MULCH CONTINUOUS EXCEPT IN LAWN- SEE SPECIFICATIONS FOR TYPE AND DEPTH. NOT TO SCALE H SHRUB PLANTING DTSP-002 1-..:;:...-=--1--------------------------...::.. -CD ' ' ~ + + + + + + + + + + ➔--~-~--+ +-·. 4 ++++++++++++++ +++++..,_++++++++ ++++f+-l-·++++++-i· :-: ___ / I 1.,--.oi i 1....,...1 ! :~l I I. .. ! 1-~~ ! 1,=;1 ! l~i i lc-.""C"! I !.,..,..,.I: lo-,-,! I !"".,.,Ji !.,..,....I! l::;:;l i SECTION r® • • • • D / \ \ D I \ • •---• D PLAN • • • • (D GROUND COVER PLANT FROM FLATS ® MULCH CONTINUOUS SEE SPECIFICATIONS FOR TYPE AND DEPTH. @ FINISH GRADE (±) PREPARED TOPSOIL PER AGRONOMIST REPORT @ EDGE OF PAVING, WALK, WALL OR CURB @ 1/2 0 NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. D -AS NOTED ON PLAN. 1---l -+--G_R_O_U_N_D_C_O_V_E_R_P_LA_N_T_IN_G ____ N_o_;:_T Jfstc66~ 1}--------@r------ 0 NEW BLACK RUBBER HOSE COVERS, 1/2" DIA. @ 4' LONG MIN. GUY COVERS (1 PER GUY WIRE). @ GUYING CABLE (3 REQ'D.). 0 REFER TO TREE PLANTING DETAIL ® 45· MIN., 60" MAX. © DEADMAN BURIED 24" BELOW GRADE (DMULCH © FINISH GRADE ® UNDISTURBED NATIVE OR IMPORT SOIL. @TURNBUCKLE AND DEPTH D TREE GUYING DETAIL NOT Jfspsci6~ 1--=:.._-1-------------------------_..::.. CD LODGEPOLE PINE STAKE (2 REQ'D.). @) 1 X 2" WOOD BRACL @ VINYL TREE TIE (2 REQ'D. PER STAKE). 0 24" MIN. @ SEE TREE PLANTING DETAIL. @ 12" MIN. (!) TREE TRUNK. @ROOTBALL. ® ARBOR GUARD IN LAWN AH>AREAS. \!.::I MULCH 8;---+ PREVAILING WIND PLANVIEW E DOUBLE STAKED TREE NOT Jfstct5~ 1-='---lc-----~---------------------- - / / ,:;--0 0 TRUNK HEIGHT CONSISTS OF MEASURED HEIGHT OF BROWN TRUNK IN FEET @ FINISH GRADE NOTE: TRUNK HEIGHT FOR PALM GRADING SPONSORED BY THE AMERICAN SOCIETY OF NURSERYMEN, INC. AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. F PALM TREE HEIGHT NOT Jfsr5c56; l-"----1-------------------------_..::.. ~,,.A"'-,, ~~--..--z.tt'..j -- rj '.'k~ . 'I)'< . . . ' • ,, (DROOTBALL @) CROWN -2" ABOVE FINISH GRADE. @ FINISH GRADE. 0 2 X ROOTBALL WIDTH. ® BACKFILL MIX PER AGRONOMIST REPORT. @ PLANT TABLETS (SEE SPECS.). (!) 1-1/2" MAX. DEPTH BELOW ADJACENT PAVING @ TOP OF PAVING. @ 4" HIGH WATERING BASIN. @ UNDISTIJRBED NATIVE SO!L. @ MULCH CONTINUOUS EXCEPT IN LAWN- SEE SPECIFICATIONS FOR TYPE · AND DEPTH. A TREE PLANTING DETAIL NOT 6~sic~5~ 1--=--=--1-------------------------_;;; ® "-----16 NOTES: CD PALM TRUNK @ 4" BERM @ F1NISH GRADE @ BACKFILL TO BE 100% CLEAN J/16 SIUCA SAND. FIRM BOTTOM SAfJD LAYER BY WATER JETTING PRIOR TO SETTING TREE @ PLANT TABLETS -SEE SPECIF1CA110NS @ COMPACTED SUBGRADE (!) ROOT BALL @ SEE SPECIFICATIONS FOR TYING FRONDS @ AND SKINNING TRUNKS LANDSCAPE ARCHITECT TO APPROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING REFER TO SPECIFICATIONS FOR FERTILIZER REQUIREMENTS B PALM PLANTING NOT 0fspsc55~ 1--=:.._-1--------------------------- 6 5 ® - C 0ROOTBALL. @ CROWN -2" ABOVE FINISH GRADE. @ FINISH GRADE. 0 2 X ROOTBALL WIDTH. ® BACKFILL MIX (SEE SPECS.). ® PLANT TABLETS (SEE SPECS.). 7 EXISTING SLOPE (UPHILL SIDE). 8 4" HIGH WATERING BASIN. 9 UNDISTURBED NATIVE OR IMPORT SOIL 1 0 MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS FOR TYPE AND DEPTH z ~ Q v; en s: > ~ w a:: z 0 !:.: :z a f2 Ct:. 0 z 0 w <.> :;; "' ::. 2 0 a c.:, ...J 0 s 0 • "' 0 " a;; I-.. 2 LU !;l 0.. I-0 <( w <>: "' le-fii ::::, ·o a: -- <o ;g • I l,C, I ' ~ -I:!' I 1-Z: ,.., q I-.-~ c:, ,::,. I <o lC) '<t-"'11 ~ -~ c ({) ~ Co ~o ZN i 0.. i D.. i2 "-0.. CX) "' 0 ~ i .. 2 ffi a. ~ w Cl ~ ~N c3~ <. C " ;I! a. w oc a. PERMIT NO. LS13 SHEE:1' OF 14 PLANT MATERIAL LIST BOTANICAL NAME COMMON NAME QUANTITY SIZE Arecastrum romanzoffianum Queen Palm Myoporum laetum NCN 24 10 18' BTH 36" BOX Meloleuco nesophilo Pink Melcieuco 15 36" BOX Metrosideros exce!sus New Zealand Christmas 28 36'' Box Rhus lancea African Sumac 8 36" Box Tipuana tipu Tipu Tree 18 36" Box Koelreuteric bipinnota Chinese Flame Tree 4 36" Bax ( I ~ I / --- A. UPPER HILLSIDE SLOPES Includes hillside transition areas generally between the top of !he new retaining wall and the existing slopes. Areas will be treated with erosion control netting and planted with drought ♦ ..... lo.r~n• ~_11 .. IV"',.,..., ,m ""a,...;ti,-,., ,.,... ,.. .. ,..., ,...,,-,1,.,.,.,ver '"hirh mafrhes tho ,v,v CA n 1Viyvpv,..,.,., p v,.,._,...,,,. ::::I'""'-'"'-'......., ~--'""" "' ~..,.,. -. ,..., existing slope planting. The tap backside of the retaining wall will also be continuously planted with groundcover varieties of flowering Bougainvillea with alternating color selections spilling over the edge of the wall adding additional color and interest and further softening the transition between the top of wall and existing upper slope areas. B. " . .. ii '·--. ·····------.. )/ //--~------ --.. ! }·- • •• ·/ J-. ----". . ____ ; ' ·-·-' ., __ // ! ' •• " ---' ' PACIFIC COAST HIGHWAY OPEN PAD AREA This area between the existing Cancer Center and the entry road to the Child Care Center is an open relatively flat area that will be the site of the Hoag Hospital's new Outpatient Bui!ding a!"!d Parking Structure. ■ This area will be hydro seeded with a balanced drought tolerant blend of decorative !ow water use native grasses and flowers for re-vegetation. This mix includes a fast annual grass to protect soil, and legumes to add nitrogen and organic matter to allow slower perennials to germinate and provide permanent cover. This mix does not require permanent irrigation, is decorative and is designed to be an effective erosion control cover crop. TES MULTI TRUNK MULTI TRUNK SINGLE TRUNK s:NGLE TRUNK SINGLE TRUNK SINGLE TRUNK SHRUB LtGEND BOTANICAL NAME (~ Rosmorinus Officionalis 'Benenden Blue' "' Carissa marcrocarpo 'Tomlinson' G Dietes vegeta z~--, Echiuni fastuosum 0 Escallonia fradesii O Feijoo seilowiana <c> Hemerocoi!is 'Starburst' e Lantana 'Spreading Sunshine' @ BougainV!l!ea 'Rosenko' s, Raphlolepis indica 'Clara' '-~ Westringia fruticosa @ Prunus caro/iniana 'Monus' @ Rosa x 'Seafoom' e Salvia leucantha ,,, Troche!ospermum jasminoldes · 6 Grevi!lea 'Noemi' r-:=:J Myoporum porvifo!ium ~~ Myoporum 'Pacificum' COMMON NAME Benenden B!ue Rosemary Natal Plum Fortnight Lily 'Pride of Madeira' -pink Esca!!onia Pinecpp!e Guava Starburst Evergreen Day!Hy NCN Rosenka 8ougalnv11!eo Clora India Hawthorne Coastal Rosemary Bright and Tight Carolina Seafoam· Shrub Rose Mexican Bush Sage Star Jasmine NCN Groundcover myopoeum NCN HEIGHT OF BLUFF BEYOND PROPERTY LINE ii i' I 'I • SIZE 5 Gal 1 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 1 Go! 5 Ga! 5 Gal 5 Gal 15 Gal 5 Gal 5 Gal 1 Gal 5 Gal 1 Gal Gal SPACING QUANTITY 24" o.c. 18" o.c. 24" O.C. 36" o.c. 30" o.c. 30" o.c. 24" o.c. 36" o.c. 30" o.c. 30" O,C. 36" o.c. 30" o.c. 30" o.c. 24" o.c. 18" o.c. 30" o.c. 36" • o.c. 36" o.c. 0 265 991 61 0 37 3834 262 469 83 102 39 94 1187 95 185 ' ·--'"---. ·--.,_ ., .... ,.; .. ' --•• ·----.. --.. ~'fflCfl'VDF~ ___ , ····•-,." __ ,,. _______ ---· --···•-""" ••• ••" -· C. ' ' --! ' -• - -.,. ___ ., ;._. ----·-- ROADWAY/SIDEWALK EDGES D. Includes existing Hoag Drive edges and the extension of Hoag Drive west to the interface with the existing Co-Generation Plant at the far westerly end of the project area. Roadway edges will be pianted with alternating clusters of Tipuana trees and Queen Palms. This treatment provides additional shade and roadway edge definition and unifies the existing Hoag Drive streetscape character while softening views of both the wall and foreground site areas from Pacific Coast Highway. Altern • artnight lily, Evergreen Daylily an Coastal Rosema add detail to roadway edges and rein e e s rian connections and entry points. ·-,_ / .• ·, ' . • .,_ ' I I ' i ---........ ,.,/,, ',,; l \ \ J I ' ! \ \ ~:~~ -', . " • . ' ' . ' . . . . . .-.. · :-, ·,-; __ ; : . • • I , • ··-.. . j . D. PARKING AREA LANDSCAPING Includes parking lot islands and adjacent lower slope edges along the northwest perimeter of the site adjacent to and intersecting with the western end of the retaining wali project work limits. c. Parking lat islands will be planted with New Zealand Christmas Trees for additional shade protection and temperature modification. Adjacent slope areas will include trees in drought tolerant drifts of Pink Malaleuca, Myoporum laetum and African Sumac. Shrubs and groundcover plantings in the parking islands include a mix of Echium, Mexican Sage, Fortnight Lily and Daylily. Slope area groundcover beds include; Myoporum pacificum and Trailing purple and yellow flowering Lantana. Shrub accents include; Mexican Sage, Bougainvillea, Natal Plum, and Pineapple Guava. All slope areas will also be installed with erosion control netting for additional slope protection while planting installations are establishing. HYDROSEED MIX Blended Mix . • . . .. ·. . . : .. .. ,. . . ~. . . . . . .. . . . , ., .. . .. South Central Coastal Valley Mix. Non-irrigated, erosion control, low USDA Ecological Subsection -261 fuel, decorative mix. Ba Hydroseed Mix available from Stover Seed Company, Los Angeles, CA. (213)626-9668. """""' -.... t / I • I " I I I I I I I / / I I I I I I ! E. RETAINING WALL BASE PLANTING i ' Planting area at the base of the new retaining wall beginning at the eastern edge of retaining wall construction and continuing west to the end of the project limits. Trees in alternating clusters of Pink Melaluca, New Zealand Christmas Tree and Myoparum laetum soften and modulate open views along the exposed face of the wall. Under story plantings are also included to provide lush foreground interest and additional softening of the wall mass especially as viewed from !he Lower Campus Entry and Child Care Entry Drive and roadway edges. Representative shrub planting far these areas include; Clara India Hawthorne, Carolina Laurel Cherry, Mexican Sage, Pride of Madera, Pink Escallonia, and Pinapple Guava. Although not native species, these materials are drought tolerant selections well adapted ta both this coastal region and the specific characteristics of this site location. In conjunction with preparation of the Pad Area referenced in item 8 above, the base of the retaining wall in this location only from the west edge of the existing Cancer Center to the Child Care Center entry drive will be planted with a continuous line of Mexican Sage shrubs. [XfSTiNG EIGHT OF BLUFF BEYOND PROPERTY LINE , I. ' - i: . ': ; ; ; ' • : ; ' •• ' ''.' ':: ' . • ! ' i;; i' ! i; ! : ' ' 'i ' -, ; '' ! ''; : i: I;' ! : ; i.; ! I:.!!;;' '.' • : i ! '.' FiNJSH GRADE • \_BOTTOM OF WALL - / .• I I I I I I I I I ~ I e ;--~ a. I ll:! I a. I .t __ / F. CHILD CARE CENTER ENTRY AND PARKING AREA This area includes the new entr; drive and parking area/drop off zones for the new Hoag Child Care Center Project. Beginning at the new Entry Drive, roadway edges will be framed with Brisbane Box tiees on the east edge and Chinese Flame trees punctuating adjacent foreground edges. In addition, evergreen New Zealand Christmas trees are clustered to offer additional shade and screening for the parking lot area. Under story drifts of Daylilies signal the entrance ta the Child Gare Center as viewed from the Hoag Drive entry and are framed with background layers of Escallonia, Rosemary and Shrub Roses. Grevillia and Clara India Hawthorne add flower and seasonal interest lo the edges of the approach to the parking lot and reinforce the separation between roadway and the parking zones. At drop off and building entry points, drifts of Star Jasmine, Mexican Sage and Groundcover Roses add additional interest and help define and articulate the approach to the building. Specific landscape treatments and features within the Child Care Center site area will be developed separately by others and are not apart of this project. This includes planting treatments at the base of the retaining wall. 0 40 SCALE 1n::::40.00' 80 " I! PERMIT NO. LS14 SHEET OF_1_4_ C:lf\11\1 uni\~ i-111CDITJ\! Cl IQI\/IITTJ\I . ' DEMOLITION NOTES SITE POWER & TELEPHONE SERVICE NOTES 1. SEE THE ARCHITECTURAL PU.NS FOR EXTENT SOUTHERN CALIFORNIA EDISON COMPANY (S.C.E.) Of THE DEMOLITION AREA. SBC 2, ALL CONDUIT, WIRE, OUTLETS, LIGHT FIXTURES @ 4• C.O. FOR HIGH VOLTAGE SERVICE. VERIFY THE AND ELECTRICAL EQUIPMENT IN AND ON WALLS, LOCATION AND ROUTING. HIGH VOLTAGE CONDUIT CEILINGS, FLOORS AND STRUCTURES SHALL BE REMOVED IN ALL AREAS TO BE DEMOLISHED, 1YP. SHALL BE 48• DEEP WITH 3• CONCRETE FOR THE ENCASEMENT. 3. ALL CIRCUITS AND FEEDERS THAT ARE TO BE @ TRANSFORMER SLAB BOX WITH TRAFFIC GUARDS DISCONNECTED OR ARE PART OF THE DEMOLITION PER S.C.E. REQUIREMENTS. VERIFY SIZE, LOCATION SHALL BE RECONNECTED AND REROUTED SO AS AND ORIENTAJION WITH s.c.c-. TO CLEAR THE NEW CONSTRUCTION AS REQUIRED o;. TO SERVE THE EXISTING LOADS. @ 4• C.O. FOR SECONDARY FROM THE TRANSFORMER 4. THE ELECTRICAL CONTRACTOR SHALL VISIT THE TO THE MAIN SWITCHGEAR. (1)-4" C.O. FOR EACH JOB SITE PRIOR TO BIDDING TO REVIEW ALL 400A OF SERVICE. VERIFY ROUTING WITH S.C.E. EXISTING • CONDffiONS INCLUDING LOCATIONS · AND ROUTE TO CLEAR STRUCTURAL FOOTINGS. AND EXTENT OF ELECTRICAL EQUIPMENT AND SHALL INCLUDE ALL RESULTING COSTS IN BID. @ STUB OUT ANO TERMINATE PER S.C.E. REQUIREMENTS. VERIFY LOCATION OF HIGH VOLTAGE SERVICE POINT 5. REMOVE WIRE AND SEAL ALL CONDUITS THAT PRIOR TO BIDDING AND INCLUDE ALL COSTS IN CAN REMAIN IN CONCEALED AREAS AFTER THE THE BID. REMODEL WORK IS OONE, iYPICAL @ STUB OUT ANO TERMINATE PER SBC REQUIREMENTS. VERIFY LOCATION OF TELEPHONE SERVICE POINT 6. RETURN ALL STARTERS, LIGHT FIXTURES, CLOCKS PRIOR TO BIDDING ANO INCLUDE ALL COSTS IN AND ELECTRICAL EQUIPMENT AS DESIGNATED IN THE BIO. DEMOLITION AREAS TO THE OWNER, TYPICAL. @ PULLBOX WITH TRAFFIC COVER PER TELEPHONE 7. POWER SHALL NOT BE DISCONNECTED TO ANY COMPANY'S REQUIREMENTS. SIZE AS INDICATED; AREA WITHOUT THE PRIOR WRITTEN PERMISSION VERIFY LOCATION, TYPICAL. !==O=F=TH=E=O=W=N=ER=. ===========~! @ ROUTE TO THE MAIN SERVICE ENTRANCE. TIME CLOCK SEE PCTC CONTROL OErAIL, lYP. 2 PANEL CD ALL UTILl1Y SERVICES SHALL BE VERIFIED WITH THE UTILITY COMPANIES PRIOR TO BIDDING ANO ALL RESULTING COSTS SHALL. BE INCLUDED IN --THE BID. - - @ ACTUAL INSTALLATION Of All UTILITY SERVICES SHALL BE ACCORDING TO THE FINAL ENGINEERED UTILl1Y COMPANY PLANS. SEE 'UTILITY NOTES'. @EXTERIOR LIGHTING CONTROL DIAGRAM + ~---,_11' Q>) r-,..1 N ~-...... ~' -;;(f}-,ic-7"\1 C I~ I I I I N TC I I +~ ';,;.<t-,--i-;' '1--1--,'1--1' '1-t·--~-- ~ w •• i .. i e . N r-, I I I I I I ~• T ' • L-J I (f}-,i . .----. I I • I I I TC I I +E-, -~-+-+-1' . .,.....,__.__,I. •1-41 ____ _ ~· •• L~J @ • @ DENOTES CIRCUIT(S) ROUTED TO PANEL(S). @ DENOTES ASCO ELECTRICALLY HELD RELAY -20A 277'\I RATED CONTACTS IN APPROPRIATE NEMA ENCLOSURE. CONTROL VOLTAGE PER THE CIRCUIT REQUIREMENTS, AND NUMBER OF CONTACTS PER CIRCUIT REQUIREMENTS, TYPICAL. (C) DENOTES CIRCUIT(S) ROUTED TO LIGHT(S). @ DENOTES PHOTO CELL ON ROOF FACING NORTH. VOLTAGE PER THE CIRCUIT REQUIREMENTS, TYP. (0 DENOTES O TO 4 HOUR BYPASS TIMER SWITCH l:=======s=,T=E=ll=G=H=T=IN=G=N=O=T=E=s=====:I FOR MAINTENANCE PURPOSES, 20A-277V RATED. LOCATE NEXT TO TIMECLOCK, TYPICAL U.O.N. "t1 3 7 11 1 5 9 00. NUMBERS CKT. CONTROL DETAIL N.T.S. TYPE LANI' DESCR!PTHIN HOAG LO\IER CAMPUS 1002-01 ,nm.IRE LIST WATT MANUFACTURER • -DENOTES FIXTURES YJTH T8 LAMPS AND ELEC!R!JNIC BALLASTS A 2-400V OOUBLE POLET!IP-24' MOUNTED !£!GI-IT. HH JOO MPH RAID POLES. FJXTiJRE L POLE PULS£ TO ll£ PAINTED TO MATCH CAMPUS START STANDARD COLOR, CUT!lff F!XTUR£ VITH TYPE lll DISTRIBUTION AND PlLSE START SYSTEM. B 1-400ll SINGLE PllLETlJP-24' MW.TED HEIGHT. HH 100 MPH RATED P!JLES. FIXTURE & POLE PULS£ TU ll£ PA!HT[D TO MATCH CAMPUS START STANDARD CIJUIR curorr rJXTIJRt: V!TH TYPE Ill DISTR!BUTJIJN AND PUlSE START SYSTEM. C l-175W MH PULSE START SINGLE POLETOP-16' HIDITED HEIGHT, 100 MPH RATED PIUS. FIXTURE & POLE TO BE PAINTED TO MATCH CAMPUS STANDARD C!JLOR, CUTOFF FIXTIJR£ WITH TYPE I!! DISTR!BUTIIJN AND PULS[ START SYSTEM. KIM AR3 ARGJET'IP( $£RIES AR31 400\/Mll < PMII) KIM AR3 ARCHETYPE SERIES AA3I 400\IMH (PMH) KlM AR3 ARCH£TYI'£ SERIES AA3/ 175\IMH 1. ALL POLETOP FIXTURES IN PLANTER AREAS SHALL BE MOUNTED 3' -o• BEHIND THE CURB FACE. (D DENOTES TYPICAL TIMECLOCK (SEE PLANS FOR NUMBER REQUIRED). VOLTAGE PER THE CIRCUIT 2. SEE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR REQUIREMENTS, TYPICAL. ALL FIXTURE LOCATIONS. • PROVIDE EXTERIOR LIGHTING CONTROL FOR ALL 3. ALL FIXTURES SHALL HAVE 'FLUSH' FOOTINGS (SEE • EXTERIOR LIGHTS, TYPICAL. DETAIL) UNLESS DENOTED BY 'AG' SYMBOL VERIFY • MULTIPOLE RELAYS MATCHING @ MAY BE FINAL FLUSH FOOTING ELEVATION WITH THE LAND-CONTROLLED FROM EACH REQUIRED TIMECLOCK SCAPE PLANS PRIOR TO INSTALLATION. FOR MULTIPOLE CIRCUITS ON EACH TIMECLOCK 4. ALL FIXTURES DENOTED WITH 'AG' SYMBOL SHALL • CONl'ROL. HAVE ABOVE-GRADE FOOTINGS. SHORTEN POLE HEIGHTS TO MATCH 'FLUSH' FOOTING POLE HEIGHT FOR OVERALL UNIFORM POLE HEIGHTS. 5. PROVIDE HANO-HOLES AND GROUND STUDS FOR ALL SITE LIGHTING POLES. 6. ALL BOLLARD iYPE LIGHTS SHALL HAVE 12"x12"x12" FLUSH CONCRETE FOOTINGS, U.O.N. 7. SITE LIGHTING CONDUIT AND WIRE SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): - - --2 #B'S + 1 #10 G.G., 1• C. --/ff--3 #B'S + 1 #10 G.G., 1" C. --/Ill--4 #B'S + 1 /110 G.G., 1 1/4• C. 8. ALL EXTERIOR SITE AND SOFFIT LIGHTING THAT IS DENOTED BY @> SHALL BE CONTROLLEO AS FOLLOWS: a. PHOTOCELL 'ON' b. TIMECLOCK 'OFF' 9. LOCATE PHOTOCELL ON ROOF (TO CONCEAL PHOTO- CELL FROM VIEW) FACING NORTH. PROVIDE SEP- ARATE TIMECLOCK FOR EACH OF THE FOLLOWING CIRCUITS: TIMECLOCK PANEL NUMBER NAME CIRCUIT NUMBERS DfSCRiPTION SEE CKT. CDNJROL DETAIL POLET0P FOOTING DETAILS ABOVE GRA9f; FOOTING FLUSH FOOTING DENOTED AS</!!) ON PLANS ~ ~ l I I i I l i ' , I ! ~r~ 1 1 ~fl_: ti ~! 2 • 5• " -, 11 6 l !£° -h "1 t• J 11 I· --·-Ht -11~ ~-, ~·'-.. 1· SEE !1 -,i If .1 ii SEE I I . ,; ·,. 1. '1 i i' '' BELOW i( . 1 > -', BELOW LU::f~ <) C) ~i1i_j (1) DENOTES POLETOP FIXTURE (POLE DIAMETER SHALL BE THE SAME FOR THE SINGLE, DOUBLE OR QUAD TYPE FIXTURE.). @ DENOTES GROUND STUD AND HAND HOLE. @ DENOTES BASEPLATE ANO ANCHOR BOLTS COMPLETE WITH BASE COVERPLATE PER POLE MANUFACTURER'S REQUIREMENTS. © DENOTES ROUND CONCRETE FOOTING. SEE THE 'FOOTING SCHEDULE' BELOW. @ DENOTES 2' -o• MINIMUM BELOW GRADE. {§) DENOTES FINISHED GRADE. a) DENOTES ELECTRICAL CONDUIT. UTILITY COORDINATION NOTES 1. FOR POWER SERVICE: A. THE E.C. WILL PROVIDE CONDUIT ONLY FOR THE HIGH VOLTAGE CIRCUITS FROM THE PROPERTY LINE TO THE TRANSFORMER SLABS. CONDUIT SHALL BE 48" DEEP WITH 3• CONCRETE ENCASEMENT AND TERMINATED IN ACCORDANCE TO THE SERVING UTILITY'S REQUIREMENTS INCLUDING TRENCHING AND BACKFILL TO 90% COMPACTION. B. THE E.C. WILL PROVIDE TRANSFORMER SLABS INSTALLED COMPLETE IN ACCORDANCE TO THE SERVING UTILITY'S REQUIREMENTS. C. THE E.C. WILL PROVIDE CONDUIT (SIZED PER UTILITY CO. REQ.) FOR LOW VOLTAGE CIRCUITS FROM THE TRANSFORMER SLABS TO THE BUILDING ELECTRICAL ROOM(S). CONDUIT SHALL BE 35• DEEP AND TERMINATED IN ACCORDANCE TO THE SERVING UTILITY'S REQUIREMENTS. . D. PROVIDE PULLWIRE IN ALL C.O. E. USE JOINT TRENCHING WHEREVER POSSIBLE. F. PLACEMENT OF C.O. IS CRITICAL. THE EC. SHALL CONTACT THE SERVING UTILITY'S .ENGINEER PRIOR TO INSTALLATION TO VERIFY EXACT REQUIREMENTS. - G. CONCRETE SEMI-ENCASEMENT REQUIRED WHENEVER QUANTITY OF THE POWER DUCTS EXCEEDS TWO. H. PROVIDE ADEQUATE GUARD RAILING AROUND THE POWER TRANSFORMER($) LOCATED IN PARKING AREAS. I. PROVIDE DOUBLE HASP 0~ EQUIPMENT ROOM DOORS (ONE FOR POWER COMP~S LOCK AND ONE FOR THE OWNER'S LOCK). -.· . 2. FOR TELEPHONE SERVICE: , A. ALL C.O. SHALL BE STUBBED UP AND CAPPED +12• IN BUILOING(S). CONDUIT TO BE 24" DEEP. USE JOINT TRENCHING WHEREVER POSSIBLE. B. PLACEMENT OF C.O. IS C:RmCAL. THE EC. SHALL CONTACT THE SERVIN$ UTILITY'S ENGINEER PRIOR TO INSTALLATION iO VERIFY EXACT REQUIREMENTS. C. AS BUILT DRAWINGS MUST SHOW C.O.'s LENGTH AND ROUTE. D. PROVIDE PULLWIRE IN At,l C.O. E. NOTIFY THE SERVING UTILITY'S ENGINEER ONE WEEK BEFORE PAVING C,O. F. DO NOT BACKFILL AROUND THE C.O. AT TELEPHONE PAD -CONCRETE PEDESTAL WILL OCCUPY THIS SPACE. 3. UTILITY INFORMATION PROVIDED ON THE R.E. WALL & ASSOCIATES INC. PLANS IS FOR BIDDING PURPOSES ONLY. ACTUAL INSTALLATION OF THE UTILITY SERVICES SHALL BE PER THE ENGINEERED PLANS CREATED TYPICAL SYMBOL LIST 4} DENOTES WALL MOUNTED 15A OR 20A (AS REQUI- RED BY CODE), 125V-2P-3W DUPLEX RECEPTACLE WITH COVERPLATE. lll 6: DENOTES WALL MOUNTED 15A-125V-2P-3W DOUBLE DUPLEX RECEPTACLE WITH COVERPLATE. • 0 DENOTES FLUSH FLOOR MOUNTED 15A OR 20A (AS REQUIRED BY CODE), 125V-2P-3W DUPLEX RECEPTACLE WITH ALL REQUIRED FITTINGS. VERIFY FLOOR COVERING AND 1YPE, U.O.N. 0p DENOTES PEDESTAL FLOOR MOUNTED 15A OR 20A (AS REQUIRED BY CODE), 125V-2P-3W DUPLEX RECEPTACLE WITH ALL REQUIRED FITTINGS. VERIFY FLOOR COVERING ANO lYPE, U.O.N. • DENOTES FLUSH MOUNTED 15A OR 20A (AS REQUI- RED BY CODE), 125V-2P-3W DOUBLE DUPLEX RECEPTACLE WITH ALL REQUIRED FITTINGS. VERIFY THE FLOOR COVERING AND 1YPE., U.O.N. ~ DENOTES FWSH MOUNTED 15A OR 20A (AS REQUI- Yff, RED BY CODE), 125V-2P-3W G.F.I. RATED DUPLEX RECEPTACLE WEATHERPROOF, U.O.N. §'O DENOTES WALL MOUNTED 15A OR 20A {AS REQUI- RED BY CODE), 125V-2P-3W DUPLEX RECEPTACLE WITH 1/2 HOT ANO 1/2 SWITCHED MOUNTED +12~ A.F.f., U.O.N. d) DENOTES WALL MOUNTED 15A OR 20A (AS REQUI- RED BY CODE), 125V-2P-3W SIMPLEX RECEPTACLE WITH COVERPLATE. ~ DENOTES WALL MOUNTED SIMPLEX RECEPTACLE WITH AMPS AS NOTED BY THE SUBSCRIPT WITH VOLTAGE RATING AND POLES TO MATCH CIRCUIT.* It. DENOTES WALL MOUNTED TELEPHONE OUTI.Et. * 6. DENOTES WALL MOUNTED CRT OR COMPUTER OUTLET.• .&. DENOTES WALL MOUNTED COMBINATION OUTLET.• @ DENOTES FLUSH FLOOR MOUNTED TELEPHONE OUTLET WITH ALL REQUIRED FITTINGS. VERIFY THE FLOOR COVERING ANO TYPE, U.O.N. @ DENOTES FLUSH FLOOR MOUNTED CRT · OR COMPUTER OUTLET WITH ALL REQUIRED FITTINGS. VERIFY THE FLOOR COVERING AND TYPE, U.O.N. @ DENOTES FLUSH FLOOR MOUNTED COMBINATION OUTLET WITH ALL REQUIRED FITTINGS. VERIFY THE FLOOR COVERING AND TYPE, U.O.N. ABBREVIATIONS A AMPS AC ABOVE COUNTER A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISHED GRADE AL ALUMINUM ARCH. ARCHITECTURAL BKBO. BACKBOARD C, CONDUIT WITH WIRE CLB CURRENT LIMITING BREAKER CLF CURRENT LIMffiNG FUSE CLG. CEILING • c.o. CONDUIT ONLY WITH PULLWIRE c.w. COLO WATER cu COPPER D.L. DAMP LOCATION LISTING D.W. DISHWASHER 01ST. DISTRIBUTION E.C. ELECTRICAL CONTRACTOR EDF ELECTRICAL DRINKING FOUNTAIN ELEC. ELECTRICAL ELEV. ELEVATOR EM EMERGENCY EQUIP. EQUIPMEN+ EXIST. EXISTING F!XT. FIXTURE FL; FIR. FLOOR FLUOR. FLUORESCENT fTG. FOOTING G.C. GENERAL CONTRACTOR G.D. GARBAGE DISPOSAL G.F.l. GROUND FAULT INTERRUPTER G.F.R. GROUND FAULT RELAY GRD. HP H.O.A. HT. INCANO. LO. LOC. LTG. MW MANUF. MECH. MID. MTG. N.I.C. N/L p PC PCTC GROUND HORSEPOWER HAND-OFF- AUTOMATIC HEIGHT INCANDESCENT LOW DENSl1Y RATING LOCATION LIGHTING MICROWAVE MANUFACTURER MECHANICAL MOUNTED MOUNTING NOT IN CONTRACT NIGHT LIGHT POLE PHOTOCELL PHOTOCELL TIMECLOCK PH PHASE P .L. PILOT LIGHT PNL PANEL PWR POWER RECEPT. RECEPTACLE REF. REFRIGERATOR REQ. REQUIREMENTS RM. ROOM SC SEPARATE CIRCUf SW. SWITCH SWGR. SWITCHGEAR TC TIMECLOCK TB.; IB.E. TELEPHONE TRANSF. TRANSFORMER T.V. TELEVISION 1YP. TYPICAL UGPS UNDERGROUND U.O.N. V PULL SECTION UNLESS OTHERWISE NOTED VOLTS ® DENOTES FIXTURE WITH AN BATTERY PACK, U.O.N. INTEGRAL 90-MINUTE G.G. GREEN GROUND PARITY TO MATCH VM W/P W/H VENDING MACHINE WEATHERPROOF WATER HEATER Q) DENOTES JUNCTION BOX QI DENOTES JUNCTION BOX ~ DENOTES WALL MOUNTED TELEVISION OUTLET.• CONDUCTORS IF ABBREVIATIONS NOT MENTIONED ABOVE ARE NEEDED, REFERENCE SHOULD BE MADE TO AMERICAN STANDARDS INSTITUTE ABBREVIATIONS ANSI Y1 .1 OR THE MILITARY ABBREVIATIONS MIL-STAND, OR ANY INDUSTRY STANDARD ABBREVIATIONS (9--DENOTES WALL MOUNTED CLOCK OUTI.ET, +78" .11.F.F., U.O.N. 1:======c=='o=='N:::::D;::::U:::::i::::::T=l::::::EG::::::E::::::N:::::D:;======i IJ DENOTES DISCONNECT SWITCH, EXTERNALLY OP---DENOTES CONDUIT CONCEALED IN WALL, CEILING, ERATED. AMPS AND POLE AS NOTED BY SUBSCRIPT, ...--OR ABOVE CEILING, U.O.N. BY THE UTILITY COMPAN'd', THE OWNER SIGNED ..c.. SERVICE AGREEMENTS, AND WITH FULL COORDINATION WI! WITH SERVICE PLANNERS AND WITH THE UTILITY COMPANY'S INSPECTORS. FUSED, U.O.N. ----DENOTES CONDUIT CONCEALED IN FLOOR, BELOW DENOTES DISCONNECT/CONTROL DE.VICE FOR THE FLOOR, OR BELOW GRADE, U.O.N. MECHANICAL EQUIPMENT. VERIFY All Of THE r"\..../ DENOTES FLEXIBLE CONDUIT (U.O.N.) TO BE USED REQUIREMENTS WITH THE MECHANICAL PLANS FOR FINAL CONNECTIONS TO LIGHTING FIXTURES; PRIOR TO BID AND INCLUDE ALL COSTS IN BID. VIBRATING, MOVABLE. ROTATING EQUIPMENT; FURN- 4. PROVIDE UNIT PRICES FO~ THE FOLLOWING ITEMS ON AN INSTALLED AND OPERATING BASIS PER THE UTILITY COMPANY'S AND PER THE CONSTRUCTION DOCUMENT'S REQUIREMENTS: o) (1)-4" C.O. FOR HIGH VOLTAGE PER 10'. b) (2)-4• C.O. FOR HIGH VOLTAGE PER 10'. . c) (1)-5" C.O. FOR HIGH VOLTAGE PER 10'. d) (2)-5" C.O. FOR HIGH VOLTAGE PER 10'. e) (1)-4" C.O. FOR SECONDARY FEEDERS PER 10'. f) (2)-4" C.O. FOR SECONDARY FEEDERS PER 10'. g) (3)-4" C.O. FOR SECONDARY FEEDERS PER 10'. ,!;, ITURE PARTITIONS, AND STRUCTURAL CONDmONS ® DENOTES DISCONNECT SWITCH. EXTERNALLY OP-WHERE PERM11 IED BY CODE. SEE SPECIFICATIONS. ERATEO. AMPS ANO POLE AS NOTED BY SUBSCRIPT, NON-FUSED, U.O.N. --~ DENOTES CONDUIT STUB-OUT, CAP ANO MARK ~ DENOTES COMBINATION MAGNETIC MOTOR STARTER I] □ DENOTES 'MASTER-SLAVE' CONDUIT (MINIMUM WITH RATING, POLE AND OVERLOAD PER HORSEPOWER 1:===='=12=c=O=NO=U=C=TO=R=S=)=U=.o=·=N=. ========; REQUIREMENTS, U.O.N. CONTRACTOR NOTES 0 DENOTES MOTOR, U.O.N. 1. THE ELECTRICAL CONTRACTOR (E.C.) SHALL BE RE- SPONSIBLE FOR CONFORMITY TO ALL LOCAL CODES (t) DENOTES FAN, U.O.N. AND ORDINANCES, THE STATE OF CALIFORNIA SAFETY ~ DENOTES SURFACE MOUNTED PANELBOARD , U.O.N. ORDERS, THE NATIONAL ELECTRICAL CODE, AND ANY ADDITIONAL JURISDICTIONS RELATING TO THE WORK. h) (4)-4" C.O. FOR SECONDARY FEEDERS PER 10'. ::=. DENOTES SURFACE MOUNTED TERMINAL CABINET. U.O.N. i) (6)-4" C.O. FOR SECONDARY FEEDERS PER 10'. 2. THE E.C. SHALL FURNISH ALL PERMITS ANO PAY ALL FEES. j} 0~-4" C.O. FOR SECONDARY FEEDERS PER 10'. = DENOTES FWSH MOUNTED PANELBOARD , VERIFY k) (1)-6'X 8' TRANSFORMER SLAB BOX WALL THICKNESS PRIOR TO INSTALLATION, U.O.N. 1) ( 1 )-8' X 1 O' TRANSFORMER SLAB BOX = DENOTES FLUSH MOUNTED TIERMINAL CABINET , VERIFY m) (1)~1'X14' POURED IN PLACE TRANSFORMER PAO WALL THICKNESS PRIOR TO INSTALLATION, U.O.N. n) (1)-3'X 5' POWER VAULT WITH TRAFFIC COVER e DENOTES FIXTURE TYPE ANO FIXTURE WATTAGE, U.O.N. o) (1)-3'X 5' TELEPHONE VAULT WITH TRAFFIC COVER p) (1)-4" C.O. FOR TELEPHONE 0 DENOTES MECHANICAL EQUIPMENT TYPE -SEE THE q) (2)-4" C.O. FOR TELEPHONE MECHANICAL PLANS, U.O.N. r) (3)-4" C.O. FOR TELEPHONE 0 DENOTES EXIT SIGN -SHADED SECTION(S) REPRESENT s) (4)-4• C.O. FOR TELEPHONE 0 NUMBER OF FACES (SEE 'FIXTURE LIST'), U.O.N. ALL UNIT PRICES SHALL CONFORM TO THE CONSTRUCTION -t DENOTES PLYWOOD TELEPHONE BACKBOARD (WITH DOCUMENT REQUIREMENTS FOR UNIT PRICES. SIZE AS INDICATED) WITH 1 /16 cu, 1" C. TO THE 3. THE E.C. SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, BOXES, SWITCHES, LIGHT FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCHBOARDS ANO PANELBOARDS, ETC. REQUIRED FOR A COMPLETE ANO OPERATIONAL ELECTRICAL SYSTEM. 4. REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, RATINGS, RELAYS, TIME SWITCHES, SNAP SWITCHES, AND OTHER CONTROL AND AUXILIARY DEVICES AND CONTROL WIRING DIAGRAMS. @ DENOTES 6 INCH x 6 INCH x 10 x 10 WIRE MESH AROUND REBAR. 1'--------------------1 BUILDING GROUND. 5. LOCATIONS SHOWN ON THE ARCHITECTURAL PLANS SHALL TAKE PRECEDENCE OVER THOSE SHOWN ON THE ELECTRICAL PLANS. @ DENOTES (4) -#4 REBAR. FOOTING SCHEDULE POLE ! FOOTING LENGTH j LENGTH : BELOW GRADE - 3'-0" . I 4'-o· l 5'-0" j ; s·-o· i FOOTING DIAMETER 1'-6" 2'-6" • THE LIGHTING STANDARD SHALL BE PLACED SO THAT THE FOOTING AND THE STANDARD LINE UP WITH THE CLOSEST PARKING DIVIDING STRIP. • FINAL FOOTING STRUCTURAL REQUIREMENTS SHALL BE AS DIRECTED BY THE ARCHITECT. lll' DENOTES OUTLET/DEVICE MOUNTED +17" A.F.F. TO CENTERLINE OF DEVICE OR +15" A.F.F. TO LOWEST PRONG OF PLUG, U.O.N. DEVICE SHALL NOT BE MOUNTED GREATER THAN +46" A.F.F. NOR ABOVE OBSTRUCTIONS GREATER THAN 36"Hx24 "O. ANY DEVICE MOUNTED ABOVE OBSTRUCTION SHALL NOT BE MOUNTED ABOVE +42" A.F.F . NOT ALL OF THE SYMBOLS LISTED ABOVE APPEAR ON THE ENCLOSED PLANS. 6. VERIFY THE EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. 7. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS, OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION, OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR HIGHER STANDARD SHALL PREVAIL. NOTE SHEET N.T.s. I , I "-co l!') 'S!-i""> "'-1/-1 __,~~,--)_ I - .. 0 z "' ~ ' ii '5.' 0 "' I "-0. < ~ < C a: ....w w~ ~ .....I Cl) I w .....I 6~ zo:: ~ ~ ' PERMIT NO, • Q ~ z i'Z D. ~ a SHEET E1 OF I ...,...c;;'"-.------------------------...... fl X 811 ANO 8' X 10' SI.AB BOX FOR PADMOUNTID TRANSFORMER r •r--.-'1-rr~~~ SIAHOX DfSCIUP'IIONS SIAII-IIOX DIMEIISlONS (Inch) - A I I I I I I I E C PLAN ¾' Crushed Ro<k SECTION "J>rA" C A IJrnslru! (!'3200 Series) or Equal (2 l'laa!s) ·-- 1t;==:'0'1ll"~-4olij IT~~-· ~ 1 i-I i_!: . .., .~.-~ .... -...' ~ l2'~-SC10''----JH SECTION"li-ll" NOTES: -- A ll'xall • &'x 10' . 120 Groundwke to be -·"" 2a a~ Qlncrete 8 n 96 -•!I> 6'-0' v-<Min-l C D E <48 31> 18 <48 30 18 5/8"~&' ~-. Copperdad Steel 2/0 (MIN) 8.C. ground,,.,. Gound Rod 2 .R.eq'd. secure to rods with Edison-S.. '®to 5 --Approwd ground damps. -' Wife to be agoinst end w.U. DETAIL • {Ground Rod lnslaHallon) 1. Pad O'lelhang to rest on und'IS!rurbed earth or welk:ompacted baddlR to prevent future >plSidem:e. 2. The slab 30' x 48" clear opening shall be covered with a 2¼' JI 4' RPM cover as shown on UG:, i;1s. Six-¼' stainless steel bolls with stainless steel captive washers will be suppRed for cover ISo!t down. 3. Slab RPM ewer recess shaR be concrete (nonmetal framed), and provided with six-¼' 1hreaded inserts, each with dean out holes. 4. An 8' minimum clearance is required dlrectly in front of transfO<mer for operation. 5. Ground rods, damps. and wiie will be furnished and installed by the contractor. See UGS 703 for approved grounding materials.Ground wire to be a minimum ¢ 2/0 bare copper. 6. Mastic sealant is required at joirds. 7. See UGS 530.2 for conduit entrance guidelines 11. See UGS 500 for approved manufacturers. ■ Indicates,_.,.,._,, UIIIIEIIIIIIIIISIIIUCIUBES 6' X 8'-6" AND ff X 111' SI.AB SOX l'OR PADMOUNTEO TRANSFORMER --EDISON M"":"""' ___ 1 .. 1 TM Revisions UGS 530.1 SLAB BOX AND PAD REQUIREMENTS FOR SCOPE PADMOUNT 10 AND 30 TRANSfl;)RMERS .. F 11 18 The following table identifies the size of various slab-boxes, pads, nlanufacturer's name, and an arbijrari!y assigned item number. On the "List of Materiaf for each working <frawing, the item number will be used as identification. SI.AB BOXES PRECAST CONCllETli Slab boxes shall be furnished complete with pad, box, cover. blind ijfting holes. footing (6 x 8'-6' & 8' x 10·~ and approved ske stainless steel !'erlta head bolts for rover ,ecuring. MA!IIIIFACRIRERS REfl!RENCE NUMBERS !Ttl\11 --Amniated -utility NO. 1 SIZE Coll<l'fle Products Vault Praduds. Inc. -Company Sl!-2 6' X 8'-6' Slab 572102-6-ED 1555TPV42~ED1 E~SB w/Foo!ing and 4' X 7' X 3'-..(i.' Box Sl!-3 8' X Ill' Slab SB-10.l>li& 1553Tl'W:!,£01 fD..810-SB w/footil>g and 4' ~ -ric 3'4:i" Box 584 10'X 12' Slab SB-1012-ED ~86TPV6t){[)1 E0-1012-SB with S' x 8'·6• x S' Box I See UGS 530 and 535-.1 thmugh 536.6 for slab box detaib. PADS PRECAST CONCl!l:TE MANUFACTIJIIERS REFIIIEIICE NUMBERS 1 ITEM NOMINAL --Utility NO. SIZE Concn,te --Vault ~Inc. In<. company •. , 4' X4'-6' 5-1.444-1 1510TP4-E01 ID4854-06P •. , f/XS'-6• 5-l.6-5&1 15SHP6,E.Ot £06672-06P ~ l'-3 7'· Ill" X 6' S-3.668 153STP6-ED1 E07294-06P POLYMER C:0111<:RETE (Rl'M) MANUFAOUllE!IS REFERENCE NUMBERS 2 ITEM NOMINAL -Assocl!ll;ad Quame • IIO. SIZE p-P!a,tlcs eo,p. 3 Co. IA<. .... 4' X4'-6" 6001986 81-6697 PH5448E l see IJGS 504 for poured in the field and precart com:rete pads. ' See UGS 506 for polymer (Rl'M) pads. ' Quatite Crnporation (formeriy Power and Communications Systems Company}. NOTE: See UGS 701 for padmount transformer/capacitor groonding requirements and UGS 703 for apprO\f~ grounding materials NEW 4-27-98 New Standard/ Pmliously UGS SOO Appu.111e.d Sy: Ulllll!IIGIIOII SJl!IICJIIRU UGS 'SSt-TRANSFORMER SLAB BOX AND PAD REQUIREMENTS 500.1 I -Southern C'allfotnia £dlsott SCOPE fl X 11'-6' AND 8' X 10' SlAII BOX FOR PAOMOUNTED TRANSFORMER . I . LJ· .~db 90". • ,, , I ,,, ~ t +-QQ_j,1• I , r.=rT ----TI -----;:_ -,,4 • • ' ·---'-1'1 00 ~ I I 1±1::.. Comer -____/ ·r . • I I I Typical condUit 'll"dng {tjp.) & -I I I atwallof-. ' I ~ l j I I r+,::. ---J: ~ Ofl!QK ' ---,, L~-___ _t! ____ r..:!:<_;,,,. I ' t-$4).1-©-IB-I l 1! .:::.· ./,s 90"~''!' ~ r::1 I lloltom ~ l I -$-El)-I If[ of Bo.I< ' DE'f'Ml "'A"' 5 -4• Conduit (see Notes 4 an<1 a) (S..Note4) £Wt NOTES: 1. All conduits are to enter slab box at comer knockouts within the angles shown. The worldng_ drawing shall specify how many conduits are to be Installed. 2. lnstaN all conduits within the cast-in knockouts. 3. All conduits to be Installed on a level course adjacent to box. 4. A ma,cimum of slx four-Inell conduits can be inslaWed into any one knockout. When six four-inch conduits are installed, do not instaH more than four four-inch a.,nduits in adjacent knod\out (see Note 8~ 5. All conduits to be cut smooth and flush with inside wall of box. 6. Pour a 12' minimum of concrete encasement (per UGS 134, lllole 2) around all conduits that ane not encased. 7. • Groot work around all conduits to be flush with inside surface of structure and have a smooth finish. 8. When conduits are installed in both knockouts of any one corner. the conduits shaft be vertically l staggered in order to aRow cable to cross over (see Detail •A'). , ...... 9. • Install grade rings as necessaiy in order to maintain minimum 30' cover 011er conduits. See UGS 100.1, Section 1.30. • HEY. 11-28-94 . ._ ... ...,.,,......., -format 530.2 UGS URlllillGRIIIIIII SllllliffllRES CONDUIT ENTRANCES INTO 6' X 8'-6" AND 8' X 111' SLAB BOXES GROUND ROD INSTAU.ATIOH . FOR PADMOUNT TRANSFORMERS AND CAPACITORS Ground Rod "- Struclur& 'fyp& Pads Slab Box rr=-~~ =i1 I I Pad "" S1a1>-11ox I II I I I I I I I I I .------. I [ I I I I I I I I I I ! I ~ -b=-=-----_.:;J--1--l _______ _j "Minimum Gn!und ConcluctM Size Ground Wire Size 5' X 5'6" #2 _.::.7'..:.1.:..(Y-'X--'-'B_' --f--__ .::2/0,-=-__ ----t 5' X 8' 2/0 5' X 10' 2/0 Capacitors Pad 7'10" X 6' #6 .AStProwdt)J: if('U ~ driving ground rods, care should oo taken not to drive rod lhrough burled cable or _duct. 2. When specified on working drawing. telephone company #6 limed copper bondwlm ,s to oo atlached to ground rod wllh clamp. Wire and clamp furnished and instaffed by telephone company. 3. Ground rods, clamps, and ground wire furnished by the cont,aetor. See table (") tor min,mum lranslormer and capa,;itor bare copper ground wire size. Contractor ShaN Install all grounding materlal. UGS 701 IINDERGROUND STRUCTURES -Southern California Edison Rev. 12-88 .. ll1l -'-"-A.,._ Added 10' X 12" Slab lox' SCE STRUCTURE DETALS N.T.S. 6 z ~ ! i .. ~ Ct'. w a. 0 __J w > w 0 >-' 03 0 w Ct'. -,: CL w a:;: CL ~ § 0 "' ' Q. I ;;;:; "-"' < 0. ~ I!! "" < C, 0 lil ~ '!:! "' "' c,U """ d~ "'::ii ~ .... Ci PERMIT NO . • SHEET OF E2 ' --~ ' , -__::::--~ ------~ --:::::::.------' "/g"< ----------_,,,_ -~ ~\ \. \ \ i ) /} CJ Oo / I / PARK S!TF I I ' OLITION PLAN ELECTRICAL DEM OS ON THIS 0 z <D ,;i ;;.: a:, 0 w Q:'. <t: Q._ w &: i "' ' 0.. Q. I <( "' <( C, PERMIT NO . • (;j ~ ~ C, I I I I l I SHEET 63 OF ' NEW r-' ' ' - i I I I ' I I ' I I ' I 1_ I I ' L_ L -- 800A LCMSH 480Y /277V-3i6-4W BUS i I ' i I I I ' ..., 60A ", 800A \ 100A )JP ) 3P j3P .., I r f ' ! I I I ~--7 r- r_ SCE f349-006071 ',. \ . r-EXIST. #P5336968 I • ~ ! \ EXIST. 6'x8'7 I r- • ..:.. ~O.l\ II I 11.0/ p~;E l 1· I I .. ,) 3 P • , TRANS. I . '1 1 i I I L: I ' I I T""_j r1 q i I IL~ l ------J_ ___ ---~ --i -----I __ .J..._ --~--__j-,.,------! L---t-c--- .. W/P I PNL I LC L -J ' i ' I ' ; l ' ' ! I ' I I ! i ' l ' I ' ! l I ;.._.\L'\,..I 45KVA r·rv-r, N. I I ' r:1 l ! -~-·-------·-------·-7 ! ;-'.'., 800,'I W-3P T 800A LCDH ! 480V--3¢·-3W BUS I~ '.----------1----1TOREMAIN _J I I 200AS JP 200AF SPARE j ' • 1 ..L f--! ' ' 400A 3P -- \sooA 'j-P I ----1 ../ ' f 800A LCOL 2.Q?,,;/120V,:_~·-4W BUS __ ....,,..,.. __ ;;;..;;,_.;;; .. ;.,;f-=;.;;;.-==...;;::.;;.:,_;;;;;..,..;.;.:....::=;. -~\ 1n0A ,.., ..._} ' ).JP !./ 7 l . --·-SERVICE TO EXIST. TEMP TRAILERS _ X14 ~---·-------___ I TEMP --1 I I I <i-EXIST 200A, ' 480V SER\~CE I I ! _J SINGLELINE NOTES 3 WIRE FEEDERS 4 WIRE FEEDERS SY111101. OOllllClllR a, CONllUII' SIZE S'/ll80I. Clffl/ClllR .t CONllUII' SIZE I 2011) 3 #12, 112· c. [ 2oj! 4 112, 3/4" c. I 3011) 3 /ffO, 3/4. C. I 30j! 4 #10. 3/4" c. I 404! 3 (IS. 1· c. I 40Yj 4 /18. I" c. I 504! 3 /16. 1 1/4" c. I 50Yj 4 #6, 1 1/4" c. I wt.I 3 /16. 1 1;4• c. 60Y! 4 #6, 1 1/4" c. I 7011) 3 /14. 1 1/4" C. 70YI 4 #4, 1 1/2" C. I 8011) 3 i/2. 1 1 /2" c. 80YI 4 /12, 2· c. I 9011) 3 f/2, 1 1 /2" C. 90YI 4 #2, 2· C. I 100Aj 3 #2. I 1/2" C. I 100YI 4 #2. 2· C. 112s.111 3 11, 1 1;2· c. J 12svJ 4 11. 2" c. i 150M 3 /11/0. 2· c. I 150j! 4 /11/0, 2· C. I 175Aj 3 #2/0, 2· c. i 175YI 4 #2/0, 2 1/2" C. I 200.111 3 #3/0, 2· c. ! 200YI 4 f/3/0. 2 1/2" c. f 225AI 3 1}4/0. 2 1 /2" C. J 225j! 4 f/4/0. 3• c. I 250AI 3 -250 kcmil.2 1/2" C. I 250YI 4 -250 kcmil, 3• C. I 300AI 3 -.350 kcmil, 3" C. I 300YI 4 -350 kcmil,3 1/2" C . J 350AI 3 -500 kcmil, 3" C. [ 350YI 4 -500 kcmil, 4• C. I 400AI 3 -500 kcmil, 3" C. I 400Yj 4 -500 kcmil, 4" C. [50@ 6 --250 kcmil,2·2 1/2" C. [woj! 8 -250 kcmil. 2-3" C. I 600AI 6 -350 kcmil, 2-3" C. j SOOY! 8 -350 kcmil, 2-3 1/2" c. I 8004) 6 -500 kcmil, 2-3" C. [a]wj 8 -500 kcmil. 2-4" C. [1000.111 9 -soo kcmil, 3-3" c. j1ooovl 12 -500 kcmil. 3-4" c. l12ooiiJ 9 -600 kcmil, 3-4" C. j1200YI 12 -600 kcmil, 3-4" c. j1soo,1j 12 -600 kcmil, 4-4" c. l1soovl 16 -600 kcmil, 4-4" c. @0004i 15 -600 kcmil, 5-4" C. @OOOYI 20 -600 kcmil, 5-4" C. 125004! 18 -600 kcmil. 6-4" C. J2500YI 24 -600 kcmil, 6-4" c. ~0004! 24 -500 kcmil, 8-4• C. @Q9.QrJ 32 -500 kcmil, 8-4" C. &§0011) 30 -600 kcmil, 10-4" c. l4oooj! 40 -600 kcmil, 10-4" c. NOTE: CJ +G.G. INDICATES INCLUSION OF A GREEN GROUND WIRE (SAME SIZE (PARllY) ftS FEEDER CONDUCTORS). INCREASE THE CONDUIT SIZE AS REQUIRED. FEEDER LENGTHS SHOWN ARE FOR VOLTAGE DROP CALCULATIONS ONLY AND SHALL NOT BE USED FOR BIDDING, TYPICAL. A.I.C. NOTE MINIMUM INTERRUPTING CAPACITY REQUIRED: AMPS R.M.S. SYMMETRICAL -VERIFY WITH UTILITY CO. PRIOR TO BID A.I.C. RATING SCHEDULE LOCATION OF DEVICE DEVICE RATING SYMMETRICAL AT LOCATION VOLTAGE MSA 65,000 AMPS :... LCl (SE~ES RAT-ED--)) ______ 1---6-5~009 AMPS AMPS AMPS ,__ _________ .,_"~------1r-------- * DENOTES PROTECTIVE DEVICES SHALL MEET A.I.C. REQUIREMENTS WITH U,L. LISTED COMBINATON WITH UPSTREAM CURRENT LIMITING DEVICE(S). t :;:::-=======-:::::;:;:; __ ;._ __ =====--=::c:e:::::;:====--=-=--=---==----:::=::::;_;:::=---===-:::==:::===::::;;; __ :::::::::::;;;:;;;-_;;;! , SURrACE MOONTING 100 AIIP BUS , , PANEL LC-L (VIP) 60 K£Y N!J. , , MAIN L. 0. J!JB Nil. 1002-0l 480Y/277 VOLT 3 PKAS!: 4 WIRE , , BKR OUTLETS , , VA MRLTP PTLRH VA , , !ETR □ ORTE! , 1 0A0BoCSC:6Il LIGCS0A0B0C 1 I CP PE EP PC l , SITE LTG PC4000 8 20 l l 2 l 20 SPARE , , SITE Lffi PC 3000 6 20 I 3 4 l 20 SPARE , , SITE Llli PC 2500 5 20 l 5 6 l 20 SPARE , , SITE L TG PC2500 5 20 l 7 8 SPACE 1 , SITE LTG PC 1500 3 20 I 9 10 SPACE , , SITE LTG PC !SOO 3 20 l 11 12 SPACE , , SPACE 13 14 SPACE , , S!'AC£ 15 16 SPACE , , SPACE 17 18 SPACE , , SPACE 19 20 SPACE , , SPACE 21 22 SPACE , , SPACE 23 24 SPACE , , SPACE 2S 26 SPACE , , SPACE 27 28 SPACE , , SPACE 29 30 SPACE , , SPACE 31 32 SPACE , , SPACE 33 34 SPACE , , SPACE 35 36 SPACE , , SPACE 37 38 SPACE , • SPACE 3'l 40 SPACE , , SPACE 41 42 SPACE , 6500 4500 4000 0 0 0 , TOTAL VA = 15000 +25'/. LCU 3750 > VA = 18750 VA 22, 6 AIIPS DAT£, 2£-Apr-OS TIME, 12,os PM DEMOLmON SINGLEUNE DIAGRAM N.T.S. 0 z to ~ i .. ::c O'.'. w a_ g :!; w 0 ;..: al 0 ~ I "' 0.. I a. <( I,,! <( C, C, liii w O'.'. <( a. w O'.'. a_ PERMIT NO . • 0 I,,! :z °' 0.. ~ "" C, J I I I SHEET E4 OF I 'j @ -(2)-5-c.o. PER SCE co. REQUIREMENTS @ -(4)-5-c.o. -PER SCE co. REQUIREMENTS ®-(1) (1) (2) @-(1) (1) (1) ®-(1) (1) 2RC. FIRE ALARM 2•c. TELE./DATA 2•c. FUTURE TELE./DATA BACKBONE 2•c. FIRE ALARM 2•c. SIGNAL/DATA FIBER 2•c. EMS/SCAOA 2•c. FIRE ALARM 2•c. TELE./DATA @ EXIST. SCE. C□. FEEDERS TYPICAL, @ EXIST. SCE. ca. MANHIJLE. @ EXIST. SCE. C□. PADMIJUNT. @ EXIST. SCE, CO, PADM□UNT. 181 - 00- SIGNAL [Il- SCE SITE NOTES ROUTE FROM EXIST. SCE C.O. TRANSFORMER SERVING THE CONFERENCE CENTER THROUGH THE ROAD (COORDINATE WITH ALL EXISTING UTILITIES) AND STUB OUT FOR FUTURE PARKING STRUCTURE AND CHILDCARE CENTER. COORDINATE WITH SCE. 3'x5' SIGNAL PULLBOX WITH TRAFFIC COVER -H20 LOADING TYPICAL. 4' x 4' SIGNAL MANHOLE WITH TRAFFIC COVER -H20 LOADING TYPICAL. MANHOLE PER SCE CO. REQUIREMENTS WITH TRAFFIC COVER -H20 LOADING TYP. I BOLD LINES DENOTES NEW :woRK NOTE • ALL CONDUIT BELOW GRADE SHALL BE PLASTIC SUITABLE FOR SITE SOIL CONCRETE SHALL BE SUITABLE FOR SITE SOIL CONDITIONS. REFERENCE ALL DESIGN DOCUMENTS INCLUDING SHEET 2 OF THE PRECISE GRADING PLAN (TYPE 5, 4500PSI). \ \ \ \ \ \ \ \ \ I -' i • // ~ EXIST. SER\IICE LCMSH I I i I/ l/1 PROVIDE s· CONCRETE PAD WITH~ I r NEW PANEL LCL AND UNISIRUT SUPPORTS -LOCAlE TO llMECLOCKS/PHOTOCELl CONCEAL IN LANDSCAPE - COOROINATE WITH HOAG. NEW PANEL/MSA DETAIL N.T.S. BASE BID POWER SERVICE PLAN 0 z ~ S1 0 .. J: QC w (L 0 _, ~ w C, Q ~ 0 "' I 0.. ' "-<( I" <( 0 PERMIT NO . • § z ci: "-w ,-.. <( 0 I .1 SHEET ES OF I i' I • FIRE ALARM @ -(1) -2.g· SIGNAL/DATA FIBER (1) -2 2.c· EMS/SCADA (1) -. 2nC FIRE ALARM @ -(1) -znc· TELE./DATA (1) -. @) EXIST, @EXIST. @ EXIST. @EXIST. SCE. CO, FEEDERS TYPICAL SCE, CO. MANHOLE, SCE. CO. PADM□UNT. SCE. CO. PADMOUNT. FUT DAY CA ( ) 4•c o FOR · @ _ STUB OUT OA ~AX. :_ .480V) CENTER ( 4o PARKING 4"C O FOR FUT. STUB OUT -(1)A MAX.· -48OV) @ -STRUCTURE ( 400 RAFFIC LLBOX WITH T = -3'x5' SIGNAL p~OADING TYPICAL """ COVER -H2O MANHOLE WITH TRAFFIC r.iii.1 -4' x 4' SIGNAL LOADING TYPICAL. l!!!..l COVER -HZO SIGNAL 00- SCE PER SCE CO. MANHOLE COVER -WITH TRAFFIC REQUIREMENriS1YP H2O LOADIN . . , I BOLD LINES DENOTES NEW WORK ] ESTIMATED PADMOUNT SERVICES ( 480\/-~4\V) 12,000 SQ. FT. ) CHll.DCARE CENTER 1. srRIJCTURE 2.) lOOO CAR PARKING = 400A = 400A ! I • ! I NEW (4) s·c.o. ADDITIVE ALTERNATE PRICE PROVIDE AN ADDITIVE ALTERNATE PRICE FOR THE FOLLOWING: (2) s·c.o. WITH ( 4) ,;;.--. BASE BID -l .) REPLACE~~ SLAB-BOX. s·c.o. TO 6• 8' SLAB-BOX PER SCE 2) NEW X • FUTURE 0 SlUBS FOR CO. REQUIREMENTS. DAYCARE CENTER 3.) NEW 4 c.~NG STRUCTURE. AND PAR REQUIREMENTS. PER SCE CO. • ALL INSTALLED \ I \ \ I I \ \ \ \ ' I \ \ \ • \ \ SiGNA.L SITE UTILITY PLAN 0 § !j;! 0 "' ' 6 I t "' n. 0 le! z ~ <( OJ C, 0 0 ~ PERMIT NO. • SHEET Ea OF ' I 1 I