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HomeMy WebLinkAboutW_5345_S" ' ' ~ i c 0 " " •• ~ r ~ :,s ~ - " -0 N ;;::- ,::, N -,0 ~ ~ ~ < " -N ~ 0 ~ ~ " ~ / ~ • " ,; 0 " ~ ,:/· 'i • ·a- " ~ ~ G I 0 { ' ( ( " . ;: ( ( " . ' ' . ' ' . ' ' . ' ' ' VICINITY MAP BAKER :c !§ ~ ~ _:S+---,°'IJ--~AD'.'.:cAM'.'.:S_A'.'._'.1£::_: ~---t----;;, ..... ORANGE CD COAST COLLEGE z ~ CITY OF COSTA MESA 1--------i ORANGE CO. (!) ~ z ;; ~ i ~ :::, 8§ I u.. VICTORIA 191H ST. INDICATES AREA SHOWN ON LOCATION MAP FAIRGROUNDS UPPER p Oc£4!V, ' ~ LOCATION MAP PROJECT-,., .... LOCATION CITY OF IRVINE UNI VERSl TY IMPORTANT NOTICE SHEET INDEX 1 e ~ N.T.S. U.C.I. R ( 1 N.T.S. SECTION 4216/4217 OF TliE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER 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. GRADING PLANS TITLE SHEET SHEET NO. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SITE EXISTING TOPO (FOR REFERENCE ONLY) SITE DEMOLITION PLAN PRECISE GRADING PLAN / STORM DRAIN 'PLAN HORIZONTAL CONTROL, SIGNING & STRIPING PLAN DETAIL SHEET CROSS SECTIONS SOILS REPORT, TRUNCATED DOME WARRANTY ELECTRICAL PLANS COVER SHEET SYMBOLS LIST SITE ELECTRICAL DEMOLITION PLAN SITE ELECTRICAL PLAN DETAILS ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS C1 CZ C3 C4 C5 C6 C7 CB E0.0 E0.1 E1 .1 EZ.1 E3.1 E4.1 E4.2 GRADING LEGEND EXISTING f;:r. i::'F·1\ \ V c.,,c..,.\j (~·i_ EU:.V) 'c:c::; -;;;• nr) \· " '-· _., (TC E!Ei) .. , ... ,., .. ';-'\;,} --- PROPOSED DESCRIPTION FG FINISHED GRADE FL FLOW LINE FS FINISHED SURFACE TC TOP OF CURB CATCH BASIN SD JUNCTION STRUCTURE SEWER MANHOLE SEWER CLEANOUT FIRE HYDRANT GATE VALVE STORM DRAIN MAIN STORM DRAIN LATERAL SEWER PROPOSED DESCRIPTION P.I.V. POST INDICATOR VALVE F.D.C. FIRE DEPARTMENT CONNECTION TG INDICATES TOP OF GRATE ELEVATION HP INDICATES HIGH POINT ELEVATION GB INDICATES GRADE BREAK INV. INDICATES INVERT ELEVATION B.O.P. INDICATES BOTTOM OF PIPE T.0.P. INDICATES TOP OF PIPE TW INDICATES TOP OF WALL ELEVATION Ct_ INDICATES CENTERLINE 0 INDICATES CONSTRUCTION NOTE ll] INDICATES DEMOLITION NOTE 'ii .. --- FIRE WATER WATER - -INDICATES LIMITS OF DEMOLITION & WORK LIGHT POLE LIGHT FLUSH WITH PAYERS IRRIGATION CONTROL VALVE -----INDICATES RIDGE LINE A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. €Co/2..D '[)fZ.J'IWI NG, s GENERAL NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT AND 2007 CALIFORNIA BUILDING CODES. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. 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. 1 O. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020. ESTIMATED EARTH QUANTITIES EXCAVATION EMBANKMENT • RAW EXCAVATION 150 - RAW EMBANKMENT -150 REMEDIAL GRADING -- SHRINKAGE - OVEREXCAVATION -- TRENCH SPOIL & FOOTINGS SEE NOTE 8 BELOW TOTALS = 150 150 1. IT IS THE GRADING CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORK QUANTITIES. 2. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL 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 SHALL 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 HIS BID, AS NO ADD11l0NAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. 4. OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTIVITIES IS NOT A BASIS FOR ADD11l0NAL COMPENSATION. THIS ALSO APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT. 5. OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN HIS BID. THE CONTRACTOR SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM ACTIONS ENROUTE OR AWAY FROM THE SITE. 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. 6. EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARD ENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED COND11lONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. 7. THE QUANTITIES FOR THESE PLANS ARE BASED UPON NMG SOILS REPORT. ACTUAL SHRINKAGE PERCENT MAY VARY CONSIDERABLY. 8. EARTHWORK QUANTITIES DO NOT REFLECT ANY MATERIAL GENERA TED BY UTILITY TRENCHING, WALL BACK CUTS OR BUILDING FOOTINGS. 9. ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. INDEX MAP ~ DEVELOPER/ OWNER: 0 IRVINE COMPAN .... \T Since 18 NO. REVISIONS APP. DAT ASSOCIATE ENGINEER, RCE 54250 (EXP. 12/31/11) GRADING NOTES 1. GRADED SLOPES SHALL BE NO STEEPER TliAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATWE COMPACTION OUT TO THE FINISHED SURFACE. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATWE COMPACTION AS DETERMINED BY ASTM 3. TEST METHOD 1557, AND APPROVED BY TliE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEEi IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO TliE OVERALL COMPACTION EFFORT APPLIED TO TliE FILL AREAS. AREAS TO RECEWE FlLL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER 4. PRIOR TO PLACING OF THE FlLL 5. 6. 7. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY TliE SOILS ENGINEER. TliE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFfER 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 8. ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO TliE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. THE EXACT LOCATION OF TliE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATWE COMPACTION, AND 9. APPROVED BY TliE SOILS ENGINEER. TliE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFlLLS TO FACILITATE TESTING. 10. 11 . THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF 12. ANY STABILl!Y PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, TliE ENGINEERING GEOLOGIST SHALL SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER 13. FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, TliE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM TliE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. TliE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF TliE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 15. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSWELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FlLL BLANKET WILL BE PLACED. 16. TliE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. NOTIFlCATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFlWNG TliEIR RESPONSIBILITY, TliE CIVIL ENGINEER, THE SOILS ENGINEER, TliE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS TliAT THE WORK IS NOT BEING DONE IN CONFORMANCE WrrH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDLATELY IN WRITING TO THE PERSON IN 17. CHARGE OF TliE GRADING WORK AND TO TliE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. 18. RECORD NOTE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED IN THIS DOCUMENT PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S) 1. TliE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF TliE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY TliE CITY OF NEWPORT BEACH DOES NOT CONSTITUTE A REPRESENTATION AS TO TliE ACCURACY OR COMPLETENESS OF THE LOCATION OR TliE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITlilN THE TliE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. 3. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF TliE DEVELOPER. TliE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO TliE PRECISE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRWATE 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 4. GRADE CERTIFlCATION COMMITMENT TO CITY OF NEWPORT BEACH. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMffS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. UNAUTliORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, 5. UNAUTliORIZED CHANGES TO OR USES OF TliESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF TliESE PLANS AND THE CITY OF NEWPORT BEACH. 6. REMOVAL OF UNSUITABLE SOILS SEE NMG SOILS REPORT FOR THE LIMITS AND DEPTHS OF UNSUITABLE SOILS REMOVALS • 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 BEIWEEN OCTOBER 15 AND MAY 15. 3. BEIWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FWE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING TliE REMAINDER OF TliE YEAR, THEY SHALL BE IN PLACE AT THE END OF TliE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFlCATE OF CONFORMANCE RECEWED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY TliE CITY GRADING ENGINEER. 5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF TliE PROJECT. 6. SEE SEPARATE SWPPP BOOK FOR ADDITIONAL EROSION CONTROL MEASURES WHICH SHALL BE MADE PART OF THE PLANS. . . . N • RECORD DRAWi . • G SURFACE AREA TliAT IS BEING ALTERED OR REPLACED =64,694 S.F. JOB ADDRESS 451(ST) NEWPORT CENTER DRIVE, NEWPORT BEACH, CA 92660 CONSTRUCTION NOTES AND QUANTITIES NO. DESCRIPTION QUANTITY DEMOLITION NOTES OJ---SAWCUT PAVEMENT/ CURB/ CURB & GUTTER / SIDEWALK. 3,984 Ill-REMOVE AND DISPOSE OF PAVEMENT AND BASE. 10,016 -----0-REMOVE AND DISPOSE OF CURB & GUTTER. 2,325 [ • • · I ffi-. REMOVE AND DISPOSE OF CONCRETE SIDEWALKS, ACCESS RAMPS AND CROSS GUTTERS. 2,965 ·.,--.·. [D-REMOVE AND DISPOSE OF SIGN. 5 [D-NOT USED m--REMOVE PALM TREE. SEE LANDSCAPE ARCHITECTURE PLANS FOR DISPOSITION. 3 [D-REMOVE AND STORE LIGHT FOR REUSE. 8 w½'.'.,,j@-REMOVE AND DISPOSE OF EXIST. SHRUBS, GROUND COVER AND IRRIGAllON. 3,946 [B--PROTECT IN PLACE -SEE PLAN. PRECISE GRADING AND PAVING CONSTRUCTION NOTES ~(jj-. CONSTRUCT ff A.C. OVER 12" A.B. PAVEMENT. 7,536 2 CONSTRUCT ff TYPE "A" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. 374 0-CONSTRUCT ff TYPE "c' PCC CURB & GUTTER PER CITY OF NEWPORT BEACH STD. 183-L MODI Fl ED WITH ------- 1,991 (4, AN 24" GUTTER PANEL. CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH sm. 180 L, WIDTH PER PLAN. 2,399 I I®-COLDPLAN & OVERLAY PER DETAIL C ON SHEET 6. 3,212 -·-----(6; CONSTRUCT ACCESS RAMP PER CITY OF NEWPORT BEACH STD. 181-L-A AND DETAIL B. SHEET C6 11 1111111110-CONSTRUCT FULL DEPTH A.C. PAVEMENT. 2,695 I • • • r 8; COLDPLANE EXISTING PAVEMENT 0.2' MIN WITH VARIABLE LIFf AC OVERLAY. FILL PAVEMENT CRACKS 25,331 0-CONSTRUCT 8" TYPE "c' CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 183-L MODIFlED WITH 24" 106 GUTTER PANEL. 10 CONSTRUCT CHANNEL PER DETAIL A SHEET C6 1 @-CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF NEWPORT BEACH STD. 185-L MODIFlED PER PLAN. 36 12' •J CONSTRUCT CONCRETE PAV1NG. MATCH EXISTING DEPTli. 8 ®-CONSTRUCT ff TYPE "El' PCC CURB PER CITY OF NEWPORT BEACH STD. 182-L. 188 [EJ-PROTECT IN PLACE -SEE PLAN. * STRUCTURAL SECTION SHOWN FOR BID PURPOSES ONLY. FINAL STRUCTURAL SECTION SHALL BE DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. STORM DRAIN CONSTRUCTION NOTES ®-INSTALL 12" PVC SOR 35; BEDDING PER Cl!Y OF NEWPORT BEACH STD. 106-L. 55 31 CONSTRUCT CURB INLET TYPE OS L=3.5' PER CITY OF NEWPORT BEACH STD. 306-L 1 WITH TRITON CURB INLET FILTER INSERT TRC 3.5. ®-CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD. 311-L. 1 33 REMOVE EXISTNG AC PAVEMENT AND REPLACE AC PAVEMENT PER TRENCH RESURFACING 57 DETAIL PER CITY OF NEWPORT BEACH sm. 105-L -B. ®-CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD, 304-l 1 SIGNING AND STRIPING NOTES. ®-PAINT 12" WHITE CROSSWALK OR LIMIT LINE STRIPE PER CALTRANS sm. A24E. 180 61 PAINT ff WHITE CHANNELIZING STRIPE PER CALTRANS STD. A24D. 182 ®--PAINT "STQp" PER CALTRANS STD. A24D. 7 63 PAINT TYPE I ARROW (10') PER CALTRANS STD. A24A. 18 ®-PAINT TYPE W (R) ARROW PER CALTRANS STD. A24A. 2 65 NOT USED ®-NOT USED 67 PAINT TYPE VI ARROW PER CALTRANS sm. A24A. 2 ®-PAINT "ONLY RIGHT TURN" PER CALTRANS STD. A24D & A24E. 1 69 PAINT ('CURB GREEN", 2 COATS GLASS BEADS) PARKING STALL LANE LINES 1,733 PER CITY OF NEWPORT BEACH STD. 805-L-A & 805-L-B. ®-INSTALL R1-1 "STQp" SIGN PER CATRANS sm. 5 71 INSTALL R3-7 "RIGHT LANE MUST TURN RIGHT' PER CATRANS STD. 2 ©-INSTALL W4-7 "TJiROUGH TRAFFIC MERGE LEFf SIGN CATRANS STD. 2 73 PAINT CURB RED PER DETAIL 2 HEREON. 1,253 ®-STRIPE HANDICAP STALL AND INSTALL SIGNS PER DETAIL 5 HEREON. 7 75 PAINT CURB BLUE. 206 ®-PAINT 4" BLUE STRIPE WITH CROSS HATCH STRIPING 4" WIDE BLUE STRIPE @ 48" 0.C. 45' ANGLE, TWO COATS. 677 77 PAINT 4" DETAIL 8 "DASHED LANE LINE." TO MATCH EXISTING PER CALTRANS STD A20A 293 ®-PAINT CURB WHITE. 16 79 PAINT DETAIL 21 "DOUBLE YELLOW STRIPE." PER CALTRANS STD. A20A. 310 ®-PAINT "NO DUMPING DRAINS TO OCEAN" 2 NOTE TO CONTRACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. TliE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TliE EXACT QUANTITIES INVOLVED. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH TliE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FlELD DENSITY TESTS, SUMMARIES OF L.F. S.F. LF. S.F. EA. EA. EA. S.F. S.F. L.F. LF. S.F. S.F. EA. S.F. S.F. L.F. EA. LF. S.F. LF. LF. EA. EA. L.F. EA. L.F. L.F. EA. EA. EA. EA. EA. LF. EA. EA. EA. L.F. EA. L.F. S.F. L.F. LF. L.F. EA. FlELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN TliE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR TliE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITli TliE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY TliE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF TliE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO TliE ADEQUACY OF TliE SrrE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. REQUIRED INSPECTION 1 . A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WrrH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FlELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF TliE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATNES. REQUIRED FlELD INSPECTIONS WILL BE OUTLINED AT THE MEETING . IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, STREET PAVEMENT, ANO OTHER PUBLIC IMPROVEMENTS SHALL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR . ALL CITY TREES SHALL BE PROTECTED IN PLACE. SHOULD ANY TRENCHING BE REQUIRED WITHIN SIX (6) FEET OF AN EXISTING CITY TREE, PLEASE CONTACT JOHN CONWAY, CITY URBAN FORESTER AT (949)644-3083. UPON COMPLETION OF PAVING, CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST UTILITY COVERS TO GRADE AS NEEDED AND REPAIR OR RECONSTRUCT UTILITY STRUCTURES OR COVERS DAMAGED IN THE COURSE OF CONSTRUCTION AS DEEDED. SURVEYOR SHALL FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. RUNOFF FROM THIS AREA WILL BE TREATED BY THE STORMFILTER LOCATED EASTERLY OF MACY'S PER PERMIT NO. X2007-1225 PREPARED BY: BASIS OF BEARINGS: BENCHMARK: O.C.B.M.: 3K-55-99 TITLE SHEET DESIGN PROFESSIONAL IN RESPONSIBLE CHANGE. STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 L. 949.923.6000 stantec.com MITCHELL A. THIESSEN R.C.E'.. 56967 (EXP. 06/30/13) TliE BEARING SHOWN HEREON ARE BASED ON TliE GRID BEARING "N31'32'29"W' BEIWEEN ORANGE COUNTY SURVEYOR HORIZONTAL CONT STATIONS "GPS NO 6265' AND "GPS NO. 627 PER RECORDS ON FILE IN TliE OFFICE OF THE ORANGE COUNTY SURVEYOR SITE AREA= 1.5 ACRES DESCRIBED BY OCS 2002 -FOUND 3¾ OCS ALUMINUM BENCHMARK DIS STAMPED "3K-55-99", SET IN TliE NORTHWESTERLY CORNER OF A 4.0 8Y 8.0 CONCRETE CATCH BASIN, MONUMENT IS LOCATED IN TliE NORTJiEASTERLY PORTION OF THE INT. OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 Ff EASTERLY OF THE CENTERLINE MACARTHUR FASHION ISLAND SAN MIGUEL REALIGNMENT BOULEVARD AND 75 Ff NORTliERLY OF TliE CENTERLINE OF HARBOR V1EW1------,.-------------=-,,,-==..,.,..--rs==,..-,;;a=r,;-=-I DRIVE. MONUMENT IS SET LEVEL WITli TliE SIDEWALK PLAN CHECK No. GRADING PERMIT NO. NAVO 88/1995 OCS ADJ. ELEV. = 145.204 CITY OF NEWPORT BEACH BUILDING AND SAFETY DEPARTMENT 2233-2011 X2011-2810 SHEET C1 OF 8 "----- k5 ..-I ..- 0 ~ N " N N 0::: rt: LU (l) co ~ LU u LU 0 _J <( 1-- 1---~ co ::J (/) 0 z N ' ' C ( \ I 0 ' , 1--75-~-o---o- '.i \\\ \ \ \ \. \ \' \ ~\\; ' ' • ' ' I I 0 ';' "-r-" ------"'/'7',-------,,----t;c"~.>------t-----'d --~~--~ 'l, c:,0 • 'l, 0 'd \ <o 0 ,i,00+ 0 N I C J\ " rn ~ \ ' -> <- '~-, ------- ✓ FF = 205.44 FLEMING'S PRIME STEAK HOUSE 0 FF= 205.60 FF = 205.58 TRUE FOODS -~=--_-!::;;r,-17-/;/::/!/:/:_/~=:;~E ='=~=====~~E2 E L _ _ ~ ,;,0 ROY'S ' 11/-0 I ' ✓ II/ ✓ •'• I / I -> c3 c3 c3 c3 \ \ \ \ \ \ \ \ \ \ \ \ ..>,. i\ ,ffl~ \ ~ \ ~ \\ \ 1> \ \ \ () \ \ \ ~ \ "2. \ \ \ \ 7 \ \ \ ~ \ \ \ "t-i \\( :.A I. \ I''->~\ \ \ \ \ > \ \\(\~\\ -1 -~' I --7 \ \ \ \ \ \ \ ' \ --111 \ \-----\ \ \ \ \ \ \ I I -~ \\I \~\ ~ \ I I I \ I I I I I I I I \~1 I \ I I \ \ I I I Y'\-\"\ - \ I I \ I I I I I I I \ I \ I \~1 I I I I I I \ \ \ \ \ \ I \ \ I I \ I \ \ 7 \ \ \ I I \ I \ \ \ \ ! \ \ \ \ / \ '\ I I ---------200 I · I I I \ \II \ \ \ \ FOR REFERENCE ONLY \ \ 7 \ $\ \ \ \ \ \ /\ / •• • REC:ORD DRAWING / SAN MIGUEL DR. I ~\ ' I GRAPHIC SCALE I I I O 1020 40 '~r--1~1~2j ~~~ " I I I ( IN FEET ) 1 inch = 20 ft. >' >' CD a, C, § w z "' "-<f) <( w "' C, C, •I 1~·1 I . . . Q z LJ.J :5 ~o 0::: Cl. Cf) oo 1--1 -11-w ('.) z ::::> z 0 <.'.l --1-~C/) ~ -I z>< <(W Cf) C/) ~ JOB No. >' co· C, w " 0 w :,: u ,J; '< ' s <t Ol A A ill <) V (/J QI (/) z 0 vi 1::i "' !:: u.J -,.';; NO .9. -0 z I ~~ w~ co b2 ~ ~~ 0~ 0.. UJ LI. $;?, Wc:i z~ l'.l LL z O§ .... ~ as 1-1 u 2042 437456 PlAN CHECK No. 2233-2011 PERMIT NO. X2011-2810 SHEET C2 OF 8 ..-..- 0 N -N N 0::: w co ~ w (.) LU 0 _J ~ I--~ co ::::> C/) 0 z N . . ' " •• • ( < C C • \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' I \ I ' / \ \ \ \ \ \ \ \ \ i \ \ \ NOTES TO CONTRACTOR 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PAvEMENT IMPROvEMENTS (AC/SIDEWALK/CURB & GUTTER/ETC.) WITHIN THE LIMITS OF WORK/DEMO LIMITS SHALL BE REMOvED AND PROPERLY DISPOSED. REMOvE EXISTNG FACILITIES WITHIN LIMITS OF REMOVAL AS IDENTIFIED ON PLAN. FACILITIES NOT IDENTIFIED FOR REMOVAL SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES AND FASHION ISLAND MANAGEMENT TO REMOvE, PLUG OR PROTECT EXISTING FACILITIES. RE-USE OF SOME FACILITIES MAY BE POSSIBLE FOR FUTURE DEvELOPMENT. A FENCE WITH MESH FABRIC TO OBSCURE VIEW OR OTHER PROTECTivE STRUCTURE SHALL BE CONSTRUCTED TO PROHIBIT PUBLIC ACCESS TO PROJECT AREA. ALL vEGETATION, TRASH AND DEBRIS SHOULD BE CLEARED FROM THE GRADING AREA AND HAULED AWAY FROM THE SITE. THE GEOTECHNICAL CONSULTANT SHOULD BE PRESENT TO OBSERvE THE DEMOLITION OF ALL SUBSURFACE STRUCTURES, FOOTINGS AND UTILITY LINES. BACKFILL SHALL BE PERFORMED IN CONFORMANCE WITH SOILS ENGINEER'S RECOMMENDATIONS. AT THE COMPLETION OF THE DEMOLITION, THE CONTRACTOR SHALL SUPPLY INFORMATION ON THE RESULTING CONDITION OF THE UTILITIES TO THE OWNER OR ENGINEER. CONTRACTOR TO BE FAMILIAR WITH EXISTING STRUCTURES AT THE LIMITS OF DEMOLITION AND PROTECT/STABILIZE EXISTING STRUCTURES TO REMAIN IN PLACE. vEHICLES REMOVING DEMOLITION DEBRIS FROM THE SITE SHALL OBTAIN APPROVAL FOR HAUL ROUTE FROM THE CITY ENGINEER. FOR ELECTRICAL, LANDSCAPE, IRRIGATION, STORM DRAIN AND WATER REMOVALS, SEE INDIVIDUAL IMPROvEMENT PLANS. NOTE IF ANY EXISTING UTILITY IS EXPOSED DURING CONSTRUCTION THE CONTRACTOR SHALL SURvEY THE UTILITY AND PROVIDE THE ENGINEER WITH AN AUTOCAD FILE OF THE HORIZONTAL vERTICAL AND MA TERI AL TYPE. THIS FILE WILL ALSO BE PROVIDED TO THE OWNER. DEMOLITION NOTES [j}-SAWCUT PAvEMENT/ CURB/ CURB & GUTTER / SIDEWALK. [:'1J:ii'~•.;\ :S;i1 II)-REMOvE AND DISPOSE OF PA vEMENT AND BASE. --[I}-REMOvE AND DISPOSE OF CURB & GUTTER / GUTTER. b • . , : ·-j lI)-REMOvE AND DISPOSE OF CONCRETE SIDEWALKS, ACCESS RAMPS AND CROSS GUTTERS. [[}-REMOvE AND DISPOSE OF SIGN. @-NOT USED [I)-REMOvE PALM TREE. SEE LANDSCAPE ARCHITECTURE PLANS FOR DISPOSITION. @-REMOvE AND STORE LIGHT FOR REUSE. ~12~z~z~b-1/.-/l-W-REMOvE AND DISPOSE OF EXIST. SHRUBS, GROUND COvER AND IRRIGATION. [II-PROTECT IN PLACE -SEE PLAN. \ \ \ \ • u z - "" "' ~ :i NQ.56967 ~ EXP. 6/30113 Q z ~ (/) 1-1 z 0 1-1 I (/) ~ OF C/',ll LI.lz ~<( 0::: .....I 00... .....I z LI.J 0 ::J- (9 !::: -.....1 ~o z~ <( LI.J (1)0 N Vl z 0 iii G'.i "' 0 z ,-.. "' O> "' "' w () "' z w (f) [{] I >- <i. ..-..- 0 N " N N 0::: Lil co ::§: LI.J u LI.J i,.,.,.,,..,.,..J---'---110 .. • '<' ( " ~ I (204.18 FS) (204.15 FS) 15.: _,,_,_. __ 203.36 FL 202.10 202.54 T 202.04 202.02 TC / 203.81 Jc 203.31 rs ~s:=' \ llWJ ll5il! Wllll,mll J:l<ji ;lrn, llil'I! liSl! a5 llffll WM TC .95TC r-~--,, .45 FS 5 TC -• .40 F • • . .26 TC 203.33' FS FS 40 TC. !\" 90 FS ,;f. ~"-'-"'-."'f-- 3.3.1 TC . . FS .. • .. · i i' ; SEE ABOVE LEFT B C7 JOIN EXIST. CURB & GUmR ( FLEMING'S PRiME STEAKHOUSE T:---1:UE FOODS il I I . I LOT LINE 203.68 TC 203.18 FS 204.30 TC 203.80 FS 03.60 TC 204.29 TC 203.10 FS 203.79 FS 203.92 TC 203.42 FS ROY'S 20 .45 T . 0 .95 F 203,75 TC 203.25 FS \ \ PRECISE GRADING AND PAVING CONSTRUCTION NOTES (D!-coNSTRUCT 6" A.C. OVER 12" A.B. PAVEMENT. 0--coNSTRUCT 6" TYPE "A" PCC CURB & GUmR PER CITY OF NEWPORT BEACH SID. 182-L Q)-coNSTRUCT 6" TYPE "C" PCC CURB & GUmR PER CITY OF NEWPORT BEACH SID. 183-L MOOIFIED WITH AN 24" GUmR PANEL @--coNSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH SID. 180-L, WIDTH PER PLAN. ~~~~,. ©-coLDPLANE & OVERLAY PER DETAIL C ON SHEET 6. ©--coNSTRUCT ACCESS RAMP PER CITY OF NEWPORT BEACH SID. 181-L-A AND DETAIL B. SHEET C6 0-coNSTRUCT FULL DEPTH A.C. PAVEMENT. ~I-~~·. 8 COLDPLAIN EXISTING PAVEMENT 0.2' MIN WITH VARIABLE LIFT AC OVERLAY. FlLL PAVEMENT CRACKS C/) z 0 C/) > ®-coNSTRUCT 8" TYPE "C" CURB AND GUmR PER CITY OF NEWPORT BEACH STD. 183-6 MODIFIED WITH 24" GUmR PANEL. @--coNSTRUCT CHANNEL PER DETAIL A SHEET C6 .... et: ®-CONSTRUCT CONCRETE CROSS GUmR PER CITY OF NEWPORT BEACH SID. 185-L, MODIFIED PER PLAN ~®-=-CONSTRUCT CONCRETE PAVING. MATCH EXISTING DEPTH. @-coNSTRUCT 6" TYPE "B" PCC CURB PER CITY OF NEWPORT BEACH STD. 182-L \ [f}-PROTECT IN PLACE -SEE PLAN. * STRUCTURAL SECTION SHO\\N FOR BID PURPOSES ONLY. FINAL STRUCTURAL SECTION SHALL BE DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. STORM DRAIN CONSTRUCTIONS NOTES @-INSTALL 12" PVC SOR 35; BEDDING PER CITY OF NEWPORT BEACH STD. 106-L. @--coNSTRUCT CURB INLET TYPE OS L=3.5' PER CITY OF NEWPORT BEACH SID. 306-L WITH TRITON CURB INLET FlL TER INSERT TRC 3.5. ®-CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD. 311-L @-----REMOVE EXISTING AC PAVEMENT AND REPLACE AC PAVEMENT PER TRENCH RESURFACING DETAIL PER CITY OF NEWPORT BEACH SID. 105-L-B. @-CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD, 304-L NOTE ** CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING 18" RCP AT 12" PVC CONNECTION. NOTE 1. IF ANY EXISTING UTILITY IS EXPOSED DURING CONSTRUCTION THE CONTRACTOR SHALL SURVEY THE UTILITY AND PROVIDE THE ENGINEER WITH AN AUTOCAD FlUE OF THE HORIZONTAL, VERTICAL, AND MATERIAL TYPE. THIS FlLE 1'11LL ALSO BE PROVIDED TO THE OWNER. 2. ALL UTILITIES BEING CONSTRUCTED 1'11LL BE SURVEYED FOR X/Y /Z COORDINATES PRIOR TO BURIAL. AN AUTOCAD FILE OF THE AS-BUILT UTILITIES 1'11LL BE PROVIDED TO THE ENGINEER. 3. CONTRACTOR SHALL NOTIFY ENGINEER AT COMPLETION OF PRECISE GRADING OF PLANTERS AND BEFORE PLANTING HAS COMMENCED IN ORDER TO REVIEW SWALES AND GRADES IN PLANTERS AND LA\\N AREAS. ALL PLANTERS SHALL STRAIGHT GRADE TO DRAIN TOWARD GRATES IF NO SPECIFY FLOW LINE IS SHOWN. 4. ALL RESTAURANTS WILL REMAIN OPEN DURING CONSTRUCTION. CONTRACTOR TO COORDINATE 111TH FASHION ISLAND MANAGEMENT PHASING OF CONSTRUCTION. ,, 5, AT THE TIME OF STAKING WHERE PROPOSED CURB IN NEXT TO ADJACENT PAVEMENT, \ \ SURVEYOR TO CONFIRM PROPOSED CURB GRADES 1'11LL MAKE A SMOOTH TRANSITION TO EXISTING PAVEMENT. SURVEYOR TO NOTIFY ENGINEER IF THERE IS NOT A SMOOTH TRANSITION. \ \ \ \ \ \ GRAPHIC SCALE ( IN FEET ) 1 mch = 20 ft. RECORD DPIA\NING :;.: :;.: a, co c:, c:, w ~ z C) u.. vi <C w "' c:, c:, E 0 a l I • u z -elw Z> E~ ::I >-co "' ~ :;; z 0 No 0 ___J 0,. 0 uo<(o uZu '<! "' I O? 1-Uw"N ZwzO: ,c>--o, ... 0,. &: ~ U'J,....._o, .~I l! l I z 0 1-1 J: (/) L!: z :5 a. ...J 0 0:: 1-z 0 (.) z 0 CJ) 0 UJ 0:: >UJ 0:: Cl oz ...J <( UJZ :::)- (:) <( _o:: ~o z~ <( 0:: U)Q I-C/) . (:) z -0 <( 0:: (:) UJ CJ) -(.) w 0:: a. :;.: "' c:, w 15 w :c (J - """' ..::, -.!::'. ..::, - ~ "' '-0 "' ;;,. 0 a. X w ~ ,--. "' 0, "' "' w u O'. z w U) U) w I ,- -i. _, _, w I ~ :,; .,... .,... 0 N . N N 0:: UJ C'.l -,2 UJ (.) UJ ~,...,,..JL--L---10 JOB No. ~---1~20~4~2~4~3.!...7 4.!.::5~6-1 ...J / PLAN2233:2011 ~ COl3/0~ ~/i ~P=ER:x:rr 2:Na:· 1:1~-:2:s:1:o=~ ~ CIVIi-f,,:// C'.l REVIEW DA ~~~~' 2011 SHEET C4 :::) CJ) OF -'8=---o z N . " ' ' { ' ' " . ' • • CURB LINE TABLE LINE BEARING LENGTH CURVE L1 N40'12'12"E 21.00 C1 L2 N49'4 7' 48"W 2.30 C2 L3 N40'12'12"E 15.00 C3 L4 N49"47' 48"W 26.00 C4 L5 N40'12'12"E 15.00 C5 L6 N49'47' 48"W 24.00 C6 L7 N40'12'12"E 15.00 C7 LS N24'42'57"E 57.00 C8 L9 N40'12'12"E 15.53 C9 L10 N65'17'03"W 20.90 C10 L11 N1T59'35"W 11.80 C11 L12 N72'00'25"E 42.50 C12 L13 N17'59'35"W 12.97 C13 L14 N40'12'12"E 14.33 C14 L15 N49'47'48"W 189.70 C15 L16 N65'17'03"W 15.44 C16 L17 N49'47' 48"W 82.80 C17 L18 N40'12'12"E 14.50 C18 L19 N49"47'48"W 15.00 C19 L20 N40'12'12"E 25.50 C20 L21 N49'47'48"W 16.73 C21 L22 N18'46'54"W 15.10 C22 L23 N71'13'06"E 42.50 C23 L24 N18'46'54"W 15.00 C24 L25 N18'46'54"W 13.03 C25 L26 N70'52'33"E 23.41 C26 L27 N49'54'55"W 95.65 C27 L28 N39'51 '00"E 17. 99 C28 L29 N49'47' 48"W 1.00 C29 L30 N15'03'06"E 1.41 C30 L31 N72'00'25"E 8.13 C31 L32 N40'12'12"E 32.00 C32 L33 N49'47'48"W 0.62 C33 L34 N85'12'12"E 5.00 C34 L35 N04'47'48"W 5.00 C35 L36 N40'11'15"E 18. 78 C36 L37 N49'47'48"W 102.00 C37 " , ,:·--=Lcc3:c8_+--'-'N"4"0.--'-1 "3'-"4--'-1'~'E~-t-1~1~. 9~7---, ' • L39 N71'13'06"E 1.63 C38 C39 L40 N49'47'48"W 15.09 C40 L41 N71'13'06"E 14.98 C41 L42 N18'46'54"W 26.00 C42 ., L43 N71 '13'06"E 14.85 C43 " L44 N19'43'54"W 17.50 C44 L45 N19'07'27"W 7.97 C45 C46 C47 L48 N73'31'58"E 4. 77 C48 L49 N39'56'06"E 31.83 C49 L50 N39'53'30"E 3.83 C50 L51 N49'07'05"W 10.01 C51 L52 N49'07'05"W 10.00 C52 L53 N40'08' 42"E 12.10 C53 L54 N40'08' 42"E 57.35 C54 L55 N40'03'53"E 19.98 C55 L56 N49'54'34"W 10. 75 C56 L57 N10'03'53"E 18.94 C57 L58 N39'55'13"E 23.51 C58 L59 N10'07'56"E 16.80 C59 L60 N79'52'04"W 8.14 C60 L61 N10'07'56"E 15.13 C67 L62 N50'09'28"W 1. 72 C62 L63 N20'48'09"W 8.59 C63 L64 N70'49'28"E 15.61 C64 L65 N40'08'42"E 26.14 L66 N50'09'0Q"W 1.87 L67 N72'27'44"E 15.35 I L68 N09'34'55"E 11.50 L69 N70'52'33"E . 9.07 L70 N10'28'13"E 9.52 L71 N79'31'47"W 9.65 L72 N70'52'33"E 20.45 L73 N70'52'33"E 35.49 L74 N70'52'33"E 9.08 L75 N41'51'22"W 11.14 L76 N80'15'02"W 8.50 L77 N09'44'58"E 12.84 L78 N09'44'58"E 13.68 L79 N70'00'01"E 17.54 L80 N49'39'22"W 6.64 ~~\~\0\, ,.J 'i: ¥ ~ I . '. I I ,~:..__•1r0 f;,,.c < \ ~ Ilic,:,,·, '• 3; Ji/ vis\ ;;r;"§.. ·•\, ~ "'r,~ , \~~ ,,,· --~--· ' , ___ ,, I CURB CURVE TABLE DELTA RADIUS LENGTH 90'00'00" 3.00 4.71 90'00'00" 3.00 4.71 90'00'00" 3.00 4.71 90·00·00" 3.00 4.71 105'29'15" 3.00 5.52 132'42'32" 3.00 6.95 121'48'13" 2.00 4.25 90•00·00" 3.00 4.71 148'59'06" 1.50 3.90 90'00'00" 15.00 23.56 90·00'00" 2.00 3.14 90·00'00" 3.00 4.71 31 '01'33" 75.00 40.61 89'45'55" 25.00 39.17 90·00·00" 3.00 4.71 64'50'54" 8.00 9.05 56"57'19" 25.00 24.85 58'11' 47" 3.00 3.05 90·00·00" 3.00 4.71 115'23'49" 3.00 6.04 116'59'11" 13.00 26.54 94'01'43" 3.00 4.93 84'13'20" 10.00 14.70 25'14'15" 55.00 24.23 13'29'17" 74.00 17.42 11 ·54' 32" 213.00 44.27 89'42' 40" 3.00 4.70 30'49'16" 20.00 10.76 32'33'19" 25.00 14.20 100'26'52" 10.00 17.53 89'39'27" 3.00 4.69 73'38' 33" 35.00 44.99 27'45'37" 100.00 48.45 146'31'55" 7.50 19.18 176'24'56" 6.00 18.47 89"03'1 O" 1.00 1.55 90'59'26" 1.00 1.59 89'15' 47" 1.00 1.56 90'44'13" 1.00 1.58 180'00' 00" 6.00 18.85 89'58'27" 10.00 15.70 69'28'27" 3.00 3.64 80'31 '33" 10.00 14.05 90'04' 42" 10.00 15.72 150·12· 42" 2.50 6.55 119·42• 36" 2.00 4.18 149'19'15" 2.00 5.21 89'42'18" 8.00 12.53 122'36' 44" 3.00 6.42 118'42'22" 10.00 20.72 123'20'16" 15.00 32.29 11 T04'04" 3.00 6.13 180'00'00" 3.59 11.29 175'23'32" 3.60 11.01 7 79·59'59" 3.00 9.42 78'05'34" 22.00 29.99 56'08' 42" 17.00 16.66 59'24'20" 3.00 3.11 26'33'56" 15.00 6.95 72'38'00" 40.00 50.71 106'24'47" 3.00 5.57 114'41'31" 5.00 10.01 21·21'13" 140.00 52.18 86'22'26" 25.00 37.69 I I I I ' I I 0'>"' 60 60 TANGENT 3.00 3.00 3.00 3.00 3.94 6.85 3.59 3.00 5.41 15.00 2.00 3.00 20.82 24.90 3.00 5.08 13.56 1.67 3.00 4.75 21.20 3.22 9.04 12.31 8.75 22.22 2.98 5.51 7.30 12.01 2.98 26.20 24.71 24.94 191. 75 0.98 1.02 0.99 1.01 INFINITE 10.00 2.08 8.47 10.01 9.40 3.44 7.29 7.96 5.48 16.88 27.82 4.90 INFINITE 89.37 INFINITE 17.84 9.07 1. 71 3.54 29.40 4.01 7.80 26.39 23.47 I 60 /®TYP. IH----L e,'o 25 73 73 26.0' C35 i I' 1! JI ., ii OJ "' _J /\ . ' ' 69 TYP. / TRUE FOODS __ ,, __ 69 TYP. ~{I 1:/: ~YJ,,wf: .. ----·' "' > ;,J "\r;i!)!-.... --~ ··-···· • --· ---··~·---"""-•-----· -----· , ___ - -____ ., - \ ROY'S 69 TYP. °' "' N 0 "' ~ <O N >--·~ fi~ ! !'\_; ! '-( '"•r ~ .,--o PAINTED RED (SEE GENERAL NOTE 2) p STANDARD CURB 2 RED CURB DETAIL C5 SCALE : N. T.S. \ \ \ \ \ \ R99 (CA) 12" REFLECTORIZl'.D1' 1 1,, 12" 1, 'io I 'N R99 3 C5 b 'co I I r"> N 4 C5 5 C5 Cl I DARK BLUE BACKGROUND .r--1 • VAN 1 +--ACCESSIBLE fo\ 1 3/4" DIA. GALV. TUBULAR V STEEL PIPE PRIME AND PAINT. CAP TUBE END 0 CONCRETE FOOTINGS I,\ FINISH GRADE V OF SIDEWALK ANY PORTION OF POST EXPOSED TO EARTH SHALL BE COATED 111TH KOPPERS NO. 50 BITUMASTIC PER MANUFACTURER'S RECOMMENDATION. l 1·-0.. J DISABLED ACCESS ST ALL SIGN 2'-8" 3'-0" PAINT BLUE 3" TYP ---...,,_~ PAINT WHITE CENTER SYMBOL IN EACH DISABLED ACCESS STALL INSTALL SYMBOL FLUSH W/PAv1NG @ HANDICAP PARKING STALL DISABLED ACCESS SYMBOL SCALE : N. T.S. 3 C6 O" CF " BLUE ROSS HATCH TRIPING ( 4" \'11DE BLUE STRIPES @ 48" O.C. 45' ANGLE, TWO COATS) 12" WHITE LETTERS (TYP.) 9' 5' NEXT TO CAR ONLY SPACES, SEE PLAN VIEW FOR LOCATION (8'-0" MIN. NEXT TO VAN STALL, SEE PLAN v1EW FOR LOCATIONS) BLUE STRIPE TRIPE HANDICAP STALL DETAIL SCALE : N. T.S. 1,o CURRENT CENTER ON-SITE PARKING GENERAL NOTES 1.) ALL PARKING STALL STRIPING SHALL BE PER CITY OF NEWPORT BEACH STD-805-L-A & B 2.) "FIRE LANE" INDICATES FIRE DEPARTIMENT ACCESS. CONTINUOUS CURB SHALL BE PAINTED RED 111TH "FIRE LANE -NO PARKING" PAINTED ON TOP IN 3" HIGH WHITE LETTERS AT 30' O.C. ALL ON SITE FIRE HYDRANT LOCATIONS SHALL BE IDENTIFIED BY A BLUE REFLECTIVE PAVEMENT MARKER PER CITY OF N.B. STD-902-l 3.) ~-DENOTES PARKING STALL FOR THE PHYSICALLY DISABLED-9'-0" \'11DE X 18'-0" LONG AND 5'-0" 111DE LOADING AREA. PROVIDE 8'-0' 111DE LOADING AREA AT VAN PARKING STALL. FOR ADDITIONAL DISABLED ACCESS REQUIREMENTS REFER TO ARCHITECTS GENERAL NOTES AND DETAILS. 4.) -.,DENOTES FIRE HYDRANT LOCATION 5.) EACH FIRE HYDRANT SHALL HAVE A "BLUE REFLECTIVE MARKER" INDICATING ITS LOCATION ON THE STREET OR DRIVE PER CITY OF NEWPORT BEACH STD-902-L. 6.) ALL CATCH BASINS SHALL INCLUDE THE FOLL0\'11NG NOTATION PAINTED 111TH 3" BLUE LETTERING ON THE CURB FACE ADJACENT TO THE CATCH BASIN OPENING: "NO DUMPING -DRAINS TO OCEAN" 7.) SANDBLAST ALL CONFLICTING STRIPING LEGEND ..n... PA TH OF TRAVEL FROM PARKING TO BUILDING ENTRANCE HANDICAPPED STALL SIGN PER DETAIL 3 HEREON RED CURB PER DETAIL 2 HEREON HANDICAP PARKING SPACE PER DETAIL 5 HEREON SIGNING & STRIPING CONSTRUCTIONS NOTES @)--PAINT 12" WHITE CROSSWALK OR LIMIT LINE STRIPE PER CALTRANS STD. A24E. @--PAINT 8' WHITE CHANNELIZING STRIPE PER CALTRANS STD. A24D. @,-PAINT "STOP" PER CALTRANS STD. A24D. @--PAINT TYPE I ARROW (10') PER CALTRANS STD. A24A. @--PAINT TYPE IV (R) ARROW PER CALTRANS STD. A24A. @)--PAINT TYPE VI ARROW PER CALTRANS STD. A24A. @--PAINT "ONLY RIGHT TURN" PER CALTRANS STD. A240 & A24E. @--PAINT ('CURB GREEN", 2 COATS GLASS BEADS) PARKING STALL LANE LINES PER CITY OF NEWPORT BEACH STD. 805-L-A & 805-L-B. @--INSTALL R1-1 "STOP' SIGN PER CATRANS STD. @-=--INSTALL R3-7 "RIGHT LANE MUST TURN RIGHT" PER CATRANS STD. @-INSTALL W4-7 "THROUGH TRAFFIC MERGE LEFT" SIGN CATRANS STD. ~ PAINT CURB RED PER DETAIL 2 HEREON. @--STRIPE HANDICAP STALL AND INSTALL SIGNS PER DETAIL 5 HEREON. @--=--PAINT CURB BLUE. @--PAINT 4" BLUE STRIPE 111TH CROSS HATCH STRIPING 4" \'11DE BLUE STRIPE @ 48" 0.C. 45' ANGLE, TWO COATS. @-PAINT 4" DETAIL 8 "DASHED LANE LINE' TO MATCH EXISTING PER CAL TRANS STD A20A @--PAINT CURB WHITE. @--PAINT DETAIL 21 "DOUBLE YELLOW STRIPE" PER CALTRANS STO. A20A. @)--PAINT "NO DUMPING DRAINS TO OCEAN' PARKING COUNT SUMMARY STANDARD STALLS HANDICAP STALLS TOTAL PARKING RA TIO 6502 125 6627 4,55 POST CONSTRUCTION CENTER ON-SITE PARKING 6469 125 6594 4.52 (LOSS OF 33 STALLS) ~URRENT AND POST CONSTRUCTION CENTER BUILDING S.F. = 1,456,194 RECORD DRAWIN~ GRAPHIC SCALE • u z - >' a, 0 i SQ i NO. \ EXP.6/30/ 0 z ::s CJ') 1-1 z 0 1-1 :c ~ JOB No. CFC z ::S 0.. (9 z 0.. -0:: I- C/) LUo6 ~(9 o::z o-z .J<9 LU-::, Cl) (9 " _ _J :'.2: 0 z 0:: <(1- (/)6 0 _J ~ z 0 N 0:: 0 I V, z 0 vi 1:i "' 0 -z r- <O "' <O "' w () ci z w VJ VJ w i': " N N 0:: LU Ill :'.2: LU 0 LU Cl ~2c:,,..04,;:,;;;2,...,,4=3.;._74..;..;:5....;;;_6 .... .J PLAN CHECK No. <( 1-==-2=23 ___ 3_-2_0_1_1_ I-I- PERMIT NO. _ ......... x .... 2=0=l lc...-...... 28'-"1 .... 0-11 :'.2: 20 0 10 20 4-0 '° SHEET C5 Ill :::, Cl) ( lN FEET ) OF 1 inch ""' 20 ft. 8 Cl z N 8 § 0.. ~ ~ u ::;? 8 e= 0.. FINISH SURFACE A.C. PAVEMENT ___ NEW A.C. PER SOIL ENG. REC. ) 3' MIN COLD PLANE 0.10' MIN w z :::, s 0 ~ A.C. OVERLAY EXISTING A.C. COLD PLANE DETAIL C NOT ro SCALE ------·-··-.. -·-·-· --· T_,, _____ ------------- ' I ' I I o" cc Q 6" ('.f: I / / I O'"'ouoo~,o,_,,ouc I I oooooouooooo 5' 5.5' I 0;0000000000 I 2% I O o 0 o~·" o 0 o MAX. i 12" GROOVES ~ogog ·;o;o ,.. ,;; 6.0' 1SEE DETAIL N::; I n°("\o o 0 no,,o 6" CF/ O" CF/ PAA~:NT TO BE FL H WITH vv11 .. ,,,~ "-O" CF '~ \ FINISH SURFACE EXIST. A.C. PAVEMENT ··------------ 6" cc Q 6" cc \o" cc -=----=.-.::::.-=====-======::::t::::::::= - - - r-- I \ \ \ \ \ I I I I I I I I I o" 12" GROVES SEE DETAIL 2% MAX. 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SEE DETAIL 0 o,1·i::· · o O O 'g' :; o"ooO ·_:, -· ... r ... ,.-. - Q" ec . --'1 --.,_.,_ -----· ""'-····' "' -----·--·-·----- r .. -... ,. """""" ' 12" APPROXIMATELY 3/4'.\ . 1/4"--i r 167 .+ #4 REBAR GROOVE DETAIL \ PROP. STORM DRAIN LINE "A" 200.67 TC A 200.17 Fl I 200.52 TC I : : / I I / / ' -I 200.67 TC 200.17 Fl 200.57 TC (199.82 Fl) JOIN EXIST. CATCH ) \ JOIN EXIST. CATCH 200.73 TC 200.23 FL (199.79 FL) jI 9 BASIN FACE ~) i BASIN FACE ---------,L\,;;;;;~";c-~::ri•==· q::, -~ ... -... , .. --------.. ·········--··-----! i 'I / EXIST. CATCH BASIN --/ / PROTECT IN PLACE ,., / : 1 'S / A ,, ::~ . / / "\ , , , • EXIST. CULVER ~ __\, i • i I PROTECT IN PLACE / \ -r--· --:-; / 7 ~EXIST. STORM DRAIN•-------• PLAN VIEW 6" CURB & GUTTER NOTE; 12" DOWEL FIELD ADJUST WIDTH OF SPILLWAY TO JOIN EXIST. CATCH BASIN WALLS 3" INTO EXIST. CATCH BASIN 2' o.c. NOTES: CHANNEL DETAIL SECTION A-A NOT TO SCALE MORTAR SETTING BED PCC SUB-SLAB [ BUTT-JOINTS DOMES SAND & SEAL DETECTABLE WARNING PRODUCT BY WASSAU TILE, INC. ADA-3 FSU-3008 12"X12" TRUNCATED DOME PAYERS, BLACK W/ BUTT JOINTS. CONTACT: Wausau TIie, Inc. Southern (Southern NV, CA), Fron Homele, 921 N. Harbor Blvd. #606 Lo Habra, CA 0631-3103, Phone: (562) 716-8677 Fox: (714) 773-9219, Website: http://www.wausautile.com 1.67"-2.35" - I 00$$ A SEE BELOW J ~ ( 10 0$ 0000 0000 ==== ' > • "' ,,., <-l i • ,-._ <D ~ 7 r c ~T DOME SPACING DOME SECTION NOTES: 0.2" I. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' WIDE BORDER WITH ¼" GROOVES APPROXIMATELY ¾" ON CENTER. SEE GROO~NG DETAIL. 2. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUffiRS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 3. MAXIMUM SLOPES OF ADJOINING GUffiRS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' OF BOTTOM OF THE CURB RAMP. 5. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND FULL DEPTH OF THE RAMP. (SEE DETAIL LEFT) DETECTABLE WARNING PRODUCT BY WASSAU llLE, INC. (562.716.8677) ADA-3 FSU-3008 12"X12" TRUNCATED DOME PAYERS, BLACK W/ BUTT JOINTS. 7. CONTRACTOR TO PROVIDE A DETECTABLE WARNING PRODUCT SAMPLE TO THE BUILDING INSPECTOR FOR APPROVAL OF COLOR CONTRAST WITH FINISH SURFACE. ~ i O 0 I (~ (~ ~-;::: "=;\ NO ,._ X NMG GEOTECHNICAL, INC. " '· . ..))~ 0~ 17881 FITCH ~ -p KING IRVINE, CA 92614 CURB RAMP 9 DETAIL f CURB RAMP 10 DETAIL CURB RAMP 8 DETAIL PHONE: (949) 472-2442 [ ACCESS RAMP 8 ~~g~~g~N~~L i'~fi~~g~TION AND REVIEW DATED NOVEMBER 16, 2011 --(" NOT TO SCALE 0 ;;; ;;; a, a, 0 0 w z ~ C, :a: Vi w a:: 0 0 • u z - 0 z ~ LU > (f) - er:: 1-1 Cl(I) z ....I ....I LU- ::J <( 0 0tu 1-1 ~Cl I z (f) <( <( Cl) LL JOB No. I "' z 0 "' i':i a:: " <D m <D U) w 0 oi u I-<( z LU w ca~ c5: ~~ 0~ a.. llJ $ u. ;;li LU Cl z~ (.'.) u.. z O§ .... ~ :::i co "'""' u 2042 437456 PLAN CHECK No. 2233-2011 PERMIT NO. X2011-2810 SHEET C6 OF 8 z SHAHROOZ ·sos· KARIMI 1------------------..................... _..,...,...,._...,. _________ _,,..,.,...,......,_..., ____ ....,..,....,....,....,.,._.,.....,....,..,....,..., ____ ....,.....,,......, .... ______________________________ _,,...,..,... ______________ ....,..,...,. _________ ..,.....,.....,..,.,A.,s,.so.c..,1A,..T.,E•E'"'N"'G.,1N,.E.E,..R,..,,Rc.,E..,,s .. 42,.s .. o....,<E,.x.P .... 1.2/.,3,.1,.1 .. 1 .. 1) .... ...., _____ ...,..., ______ • ..... ..... 0 N " N N er:: LU en ~ LU (..) LU Cl ....I ~ I--~ en ::J Cl) Cl z N " ' ' " ' ' " ' : ' ' ( ' ' ( '' ' 0 z ? (±2,0%) EXIST. PAVING~ i-----REAUGNED SAN MIGUEL ROADWAY-----; 1----RAMP'----i EXIST. ROADWAY SURFACE c---RAMP---,----SIDEWALK----1 /204,18) 1/FS 204,00 jFS 203.49 TC, /0" CF PROPOSED. ROADWAY '/SURFACE 203,75 TC O" CF \ EXIST, EXIST. >----------+-------EXIST. SAN MIGUEL ROADWAY-------+----------1 RAMP RAMP ACCESSIBLE SECTION A-A PEDESTRIAN XING@ FLEMING'S SCALE: 1" -5'0" 1--PATH / LOADING~-+----ISLAND-----+------SAN MIGUEL ROADWAY------+-----ISLAND,---~ 203.62 TC 204.00 TC 203.50 FS PROPOSED. ROADWAY SURFACE EXIST. ROADWAY / SURFACE ___ 203.12 FS ,['ji'iilfil1!li'•ilI"=-----:===::::J:!:f ,-"''l[',~,.;.cc;,. ·""' ,.,;.;, -;,. ~•~;t;;,, e2.,,---'-~ 204.41 FS 204.44 /FS EXIST. ROADWAY /SURFACE __ _ -EXIST. ROADWAY--'\r--- --:::'.J EXIST.---+-----EXIST. EXIST. THROUGH & DROPOFF LANES EXIST. SAN MIGUEL ROADWAY-----!----t-------~ ISLAND ISLAND FOR FLEMING'S SECTION B-B REALIGNMENT @ FLEMING'S ENTRY SCALE: 1" -5'0" 1----ISLAND---i----------REALIGNED SAN MIGUEL ENTRY----------+----ISLAND----t-----PROPOSED PARKING AREA~ -5' SIDEWALK PROPOSED. ROADWAY PROPOSED. ROADWAY 20,.95 TC_/ SURFACE -/ SURFACE /201.45 FS 200.72~ 200.95~ --~g_t~i~;!~:,!. );Q·~,.;'!;: [:· ===-,,~,~~•"~''' ~. ~2:0:0.:22::F:S£,::====='"=================2~0~0~.4~5:F:S:,;i~2%~0 ~MrA~X~:~,!ll .. ·!'!r-_=-:::_:_2_"'~· 1l1,,~"'·_QL-~====-=-=-=-=-=-::--======-=-- u ~ ~ EXIST. PARKING AREA SURFACE SECTION C-C REALIGNED SAN MIGUEL ENTRY SCALE: 1" -5'0" '-----13'-----+-----EXIST. PARKING AREA--'\,---- EXIST_ --~'\,----EXIST, SAN MIGUEL---------,-- SIDEWALK 200.90± TC) (200.23± FS), _ SECTION D-D SAN MIGUEL & REVISED PARKING SCALE: 1" -5'0" EXIST. PAVING TO BE GROUND/RESURF~ ED AS NECESSARY \EXIST. PAVING"' TO BE GROUND FOR OVERLAY R/W f----±10''-----l----NEWPORT CENTER DRIVE EAST~ NEW CURB 205.02 TC ~ONLY 204.52 FS ~-. .---,,=.,--i.•ll';'i~J11~ ~c•,-• •-•- ~ EXIST. CURB & GUTTER TO BE REMOVED SECTION E-E PARKING @ NEWPORT CENTER DR. EAST SCALE: 1" -5'0" 0 z :5 LU Cl) 2::z Ct'. 0 (/) o-I-1-4 ...J(.) z WLU :) Cl) 0 ~Cl) 2 Cl) 1-4 zO I <( Ct'. (/) Cl)(.) Li: JOB No. >' CD 8 ftl :c u I V) z 0 iii i::i "' ,.._ <D 0, <D u") w ~ "' u 1--<( z LU~ ro ~ ~ ~~ 0~ a. LlJ ~~ LU a z~ " u.. z O§ .... ~ E6 1-1 u 2042 437456 PLAN CHECK No. 2233-2011 PERMIT NO. X2011-2810 SHEET C7 OF 8 ts11..-......... -............................................. _, ................................................................ ,._ ..... _____ ...,. ........ ,,_ ........................................ ,_ ........................................................... .-................................. _, .................................... ,__,,_.....,...,..., .......... ,_ .... ,._....,..,. ................................. _,, ........................................................................................................................ _ ... __ ...., ............. .._ ................ ,_ ............................................... .. ..... ..... 0 N -N N Ct'. LU CD 2 w (.) LU 0 ...J <( I-I--2 CD :) Cf) 0 z N ( ( C ' " < < ' ' ~NMG ~ Gaot<?chnical, Inc, To: November 17, 2011 Irvine Company Retail Properties c/o Martin Potts and Associates 4041 MacArthur Blvd., Suite 375 Newport Beach, California 92660 Project No. l 1129~01 Attention: :Mr. Greg Holcomb Subject: Geotechnical Review of Precise Grading Plan for San Miguel Realignment, Fashion Island, Newport Beach, California INTRODUCTION At the request of the project civil engineer, Stantec Consulting Inc. (Stantec), NMG Geolechnical. fnc. (NMG) has reviewed the grading plans for the proposed San Miguel realignment in Fashion Island. The purpose of our review was to evaluate the proposed improvements at the site in light of the current gcotechnicai conditions and to provide recommendations for the design and construction of the improvements at the site. The precise grading plans reviewed for this report were prepared by Stantec and received by us on November 11, 2011. The plans consisted of: • Sheet Cl -Title Sheet: Shows a Vicinity Map, Location Map, and presents general notes and quantities. • Sheet C2 -Existing Topo Plan: Shows the existing site topography and conditions. • Sheet C3 -Demolition Plan: Presents the proposed demolition at the site. • Sheet C4 -Precise Grading, Sronn Drain and Erosion Co11i:rol Plan: Presents the proposed grading and storm drain line improvements, and erosion control at the site. c Sheet C5 -Horizontal Control, Signage and Striping Plan. • Sheet C6 : Construction Details. 17991 Fitch• Irvine, California 926!4 • PHONE (949) 442•2442 • FAX (949) 476-8322 • www.nrnggcot~chnicat.com l! !29-01 November 17,201 i Lateral Earth Pressures Lateral earth pressures for drained onsite native soils for design of light pole stn1ctures are as follows: Equivalent Fluid Unit Weight Pressure (psf/ft.} Static Conditions Horizontal Adjacent Ground Active 40 At Rest 60 Passive 350 The ultimate side skin friction of 110 psf may be used for the design of the light pole foundations. To design an unrestrairied retaining structure, such as a cantilever wall, the active earth pressure may be used. For a restrained retai.n.lng structure, such as a basement wall or -restrained wall comers, the at~rest pressure should be used. Passive pressure is used to compute lateral soils resistance developed against lateral structural movement. Further, for sliding resistance,, the friction coefficient of 0.35 may be used at the concrete and soil interface. In combining the total lateral resistance, either the passive pressure or the friction of resistance should be reduced by 50 percent. In addition, the paisive resistance is taken into account only if it is ensured that the soil against embedded structures will remain intact with time. Bearing Capacity The sizing of the light pole shallow foundations, if used, may be based on an allowable bearing capacity of 1,800 psf for a 12-inch-wide footing embedded 12 inches below the nearest adjacent grade. This may be increasetl by 300 psf for every additional foot of width and/or embedment depth up to a maximwn of 4,000 psf. 1be allowable bearing pressure may be increa~ed by one- third for wind or seismic loading. The coefficient of resistance of 0.35 against slicling for concrete in contact v.ith native soil may be used. Cement Type Based on previous laboratory testing and our experience with the onsite soils, we anticipate that soluble sulfate content of the near.surface soils to he in the "negligible'' range per ACI 318, Table 4.3.L Thus, Type II cement is considered suitable for concrete in contact with onsite soils. Surface Drainage Inadequate control of run-off water or heavy irrigation after-development of the site may result in nuisance groundwater conditions. Maintaining adequate surface drainage, proper dispcisal of run-off water, and control of irrigation will help reduce the potential for future moisture-related problems and differential movements from soil heave/settlement. Surface drainage should be carefully taken into consideration during grading, landscaping, and building construction. Positive surface drainage should be provided to direct surface water away from structures and slopes_and toward the street or suitable drainage devices. Ponding of water adjacent to the structures should be avoided. Buildings should have roof-gutter systems and the l I \117 4 NMG SURFACE S(;AL COAT ·_ SP12.01. GENERAL This wort< shall consist of preparing the surface of exlstihg asphalt conCrete pavement and applying a seal coat composed of a petroleum asphalt emufsion and. mineral aggregate, Contractor shaU furnish afl materials, lab.or, equipment, tools and incidentals for doing all of the work necessary 10 seal coat 1he-areas ctesignaterl on the plans and as directed by the Engineer, SP12.02. MATERIALS The asphalt emu!sioll sea! coat material to be furnished and applied by the Contractor shall be Guardtop wtth 2 percent added latex or approved equal, NOTE;: Coal tar emul$ion and Glloooita products are not acceptab:le. Seal coat material delivered for use on the work sha!l -oonform to the following requirements: ·1. Residue at 300 ~ 400 degrees F., % 2, Dehydration, 96 hours at i-00 degrees F. 3.. Solubility of residue ln C2HC-l 4. Loss on ignitlon of insotub1e residue°'/°' 5. Cone penet-ration at 77 degrees F,, mm Mix Design Composition: Eirst Application 1. 100 gallons seal coat material 2. 200 poutids silica sand (30 mesh) 3. 2 gallons latex copolymers 4. Appropriate gallons of portable water tor dilution S~cond Applica1jon 1. 1 00 gallons seal coat material 2. 2 gallons latex copolymers 3. Appropriate gaHo!'ls of potable water for dilution 60-70 0.6min 15 • 20 i6 ma.x 400-700 DIiution of ssa! material with water for-ease of application shall be ln accordance with the manufacturer recommendations. Any water addition shall be carefully measured Into a knoWn voluma of seal mp;teria!, Aggregate sha,11 be either natural or manufactured product composed of clean, hard1 durable particles free trorn dirt, organic matter or other deleterious substances. 1l129-0l November 17, 2011 ll\29,01 November !7, 2011 PROPOSED PRECISE GRADING be based on this spedfication provided more stringent requirements by the governing agency or designer are not given. Based on our review of the plans, the proposed precise grading at the site consists of cuts and fills on the order of less than l foot to establish the design grades. The precise grading operations will indude reconfiguration of the existing parking lot and access from San Miguel, adjacent to Roy's and Fleming's restaurants. The reconfiguration and improvements include removing several sidewalk areas, asphalt concrete paving and asphalt concrete grind and overlay throughout the parking lot. CONCLUSION ANO RECOMMENDATIONS Additional geotechnica! recommendations for design of nonstructural ex.terior concrete elements constructed over expansive soils also need to be considered. Exterior concrete elements are susceptible to lifting and cracking when constructed over expansive soils. Based upon our prior experience at the subject site, we anticipate that the majority of the onsite soils at the completion of grading should have expansion potentials generally in the "Low" and "Medium" ranges." The following table provides our recommendations. The "Medium" category is preliminarily recommended for this site. Based on our review of the subject plans and our prior knowledge of the adjacent areas, we conclude that the proposed improvements are considered suitable from a grote.chnical vi~i.nt, provided the recommendations presented in this report are implemented during design, grading and construction of the proposed improvements. The following recommendations are considered minimum and may be superseded by more ·stringent requirements of the governing agencies and the project design team. Remedial Removals/Excavations The demo[ition operations at the sit.e include removal of portions of the existing pavement sections within the parking lot and access road areas a..~ shown on Sheet C4 of the precise grading plan. Modifications/removal of existing sidewalk and planter areas are also proposed. The bottom of the excavations is anticipated to expose native soils or old fill materials. Following completion of the demolition operations,• the native soils and/or old fill materials should be evaluated by the geotechnical consultBnt 'to verify that the subgrade materials are considered suitable for support of the proposed improvements. The sub grade soils, if necessary, should be additionally over-excavated to ensure uniform subgrade conditions wiU be exposed at the site. The subgrade soils should then be scarified to a minimum depth of 6 inches, moisture~ conditioned to above optimum moisture content, and compacted prior to placement of any additional fill or start of construction. General Earthwork and Grading Specifications Grading and excavations should be perfom1ed in accordance with the city of Newport Beach grading code and tb.e recommendations in this report. Clearing and grubbing of the site should include landscaping, llllscetlaneous trash and debris, and disposal of the deleterious material offsite. After removals, the bottoms should be scarified and moisture--conditioned prior to placement of fill. The fill should be placed in nearly horizontal loose lifts less than 8 inches in thickness, moisture-conditioned, and compacted to a minimum relative compaction of 90 percent (per ASTM Dl557), Exterior Concrete Construction . Table 201_~1._1_.2 (A) of _th_e ~009 __ Standard_ ~pecifi~ation_ for Public Work C_onstruction (The Green Book) provides concrete Class and compressive strength reqlliremetlis typically used f◊r street-surface improvements, Exterior concrete elements that are considered to be nonstructural (i.e., pavements, curbs, gutters, alley aprons, sidewalks, driveways, walks, patio slabs, etc.) may 2 NMG 11129-01 November i 7, 20{ I TYPICAL RECOMMENDATIONS FOR CONCRETE FLATWORKIHARDSCAPE Ex;eansion Potential (Index) Reconmtendations Ve,yLow L= Medium High (<20) (20-50) (SJ -90) (91 -130) Slab Thidrness (Min.): Nominal thickness except 4" 4" 4" 4" where noted. Sub base: thickness of sand or gravel layer below NIA NIA Optional 2"-4" concrete Presaturation: degree of optimum moisture content Pre•wet 1.1 X opt. 1.2 X opt. 1.3 X opt. (opt.) and depth of Only to 6" to 12" to 18" saturation Joints: maximum spacing of control joints. Joint 10' 10' 8' 6' should be¼ of total thickness Reinforcement: rebar or Optional No. 3 rebar, equivalent welded wire 24" O.C. both mesh placed near mid~ NIA NIA (WWF6x ways or 6-height of slab Wl.4/Wl.4) equivalent wire mesh Restraint: Slip dowels Across cold across cold joints; between NIA NIA Optional joints sidewalk and curb 1!!!11 3 VeryHq:k (> 130) 4" Full 2"-4" ].4 X opt. to24" 6' No. 3 rebar, 24" O.C. both ways Across cold joints (and into curbl NMG !1129-01 November 17, 2011 run-off shouid be carried to street gutters by area drain pipes or by sheet flow over paved areas. Paved areas should be provided with adequate drainage devices, gradients, and curbing to prevent run•offflowing from paved areas onto adjacent unpaved areas. Maintaining adequate sutface drainage away from structures also enhances the perfonnance of foundations, 'The minimum gradient within 5 feet of the building will depend upon surface landscaping. In general, we suggest that unpaved lawn and landscape areas have a minimum gradient of 2 percent away from structures. Aggregate base materials should be placed in 6-to 8-incb. loose lifts, moisture-conclitioned as necessary, and compacted to a minimum of95 percent relative compaction (per ASTM D 1557). In orde~ t-0 reduce the potential infiltration of nuisance water into the drive~area subgrade, unpaved medians and parkways should be provided with moisture barriers or subdrain systems. Geotechnical Observation and Testing Construction of planter areas immediately adjacent to structures should be avoided. If planter bOxes are constructed adjOC:ent to buildings, the ·sides and bottoms· of" the planter should be provided with a moisture bani er to prevent penetration of the irrigation water into the subgrade. Provisions should be made to drain excess irrigation water from the planters without saturating the subgrade below or adjacent to the planters. Raised planter boxes may be drained with weep holes. Deep planters (such as the palm tree planters) should be drained with below-ground, water~tight drainage lines connected to a suitable outlet. Geotechnical observation and testing should be conducted during grading and construction at the following stages: 0 During and following the demolition and removal operations; • During fill placement; • During subgrade preparation; • During pavement including AB and AC placement; • During utility trench excavations and backfill; and • \Vb.en any unusual or unexpect.ed geotechnical conditions are encountered. Utility Construction Trench excavations should not encounter significant amounts of groundwater at the site. Utility excavations should be stabilized per OSHA requirements (shoring or laying back of trench walls). We anticipate that the onsite soils may faH v,ithin the classifications of Type B or C in accordance with Cal-OSHA standards. Backfill materials should be moisture.conditioned as needed to near optimum and compacted to a minimum relative compaction of 90 percent. Rocks greater than 12 inches itJ the largest dimension are not suitable as backfill material. If you have any questions regarding this report, please contact our office. We appreciate the -opportunity to provide our senrices. Pavement Section Recommendations For the access roadways and entrance to the parking lot from San Miguel, the pavement section should match the existing pavement section present within the proposed improvement area. For preliminary bidding purposes, a pavement section consisting of 6 inches of asphalt concrete (AC) over 12 inches of aggregate base may be used. Respectfully submitted, NMG GEOTECHNICAL, !NC, g15p~ Shahrooz "Bob" Karimi, RCE 54250 Principal Engineer SBK/er Distribution: (2) Addressee We also understand that the asphalt pavement in the areas adjacent to pavement improvement will be mill_ed down approximately 0.2 foot and overlaid with asphalt concrete. In places where cracks are larger than 1/8 of an inch, the cracked areas should be cleaned of dust and loose materials, filled, and sealed with hot rubberiz.ed asphalt prior to overlaying AC. (3) Mr. Mitch Thiessen, Stantec Consulting (includes copies for submittal to the City of Newport Beach) (1) Ms. Megan Chang, J.S. Dyer & Associates (via email) The pavement section should be placed in accordance with the requirements of Sections 301 and 302 of the Standard Specifications of Public Works Construction (The Green Book). Prior to construction of pavement sections, the subgrade soils should be scarified to a minimum depth of 6 inches, moisture~conditiooed as needed, and recornpacted i.n place to a minimum of 90 percent relative compaction per ASTM D1557 (95 percent for full depth AC}. Subgrade should be finn prior to AB placement. AB materials can be crushed aggregate base (CAB) or crushed miscellaneous base (CMB) in accordance with The Green· Book. The materials should be free of filly deleteriow materials. 111111 5 The Contractor shall .provide to the.Etm1neer a, certificate from the Sllpp!ier oflhe sea.I coat malaria! giving 'the trade name of the seater and verification that the sealer c.onfotms to these $pecifloations. SP12.03. AP-PLICATION The surface to be sealed shall be cleaned to remove all organic rnaterlals, sand, dust and clay, Prior to placing the seal, cracks shf:\Jl be filled, the pavement areas shall be flood tested and all areas ponding water greater than 3/8 inoh in d~th shaH be .pre-leveled as necessary to eliminate standing water. Accumulations of oil and grease that may adverse!y affect seal coat bonding shall be removed by gfihdln.g, scriaplng, torching, or scrubbing with trisodium phosphate or an equally effective industrial detergent. Pavement areas reduced by grinding shall receive-a tack coat and skin patch of 3/8 inch AC mix, Pavem·ent areas cleaned with detergent shall be thoroughly rinssd with water and allowed to dry. Prior to seal coating, the cleaned areas shall be treated with a proprieiary oil stain pre~treatment or a t:i solution of isopropyl l'll~nhnt and MP!l!Rr! Seal shall not be applied to a wet su.rtace nor when rain or freezing weather is expected within 24 hours. Air and pavement temperature at time of applicatlon shall be between 60 and 95 degrees F. and no seal coat shall be applied when the air temperature Is 60 degrees For less, Also, other conditions are as follows: Minimum four (4) hours cf sunshine expected in next ten (iO) hours, relative humidity below 50% and Wlhd.speed minimum of five (5) miles per hour, The Contractor may, based on h1s own experience, apply sea,I coat during favorable diying conditions when one major positive factor ln drying such as sunshine, surface temperatur-e, high air temperature, or \ow humidity compensate for other negative factors. Prior to placing the first coat of seal coat in exceptionally hot weather, the surface shall be dampened with water. A!! excess water shall be removed to leave the surface only slightly damp. ., 'l:IU? NMG Seal coat ne~s to completely dry ou1 before rain or humid weather is expected and should not ba subjected to heavy traffic earlier than 6 to 24 hours after laying. Actdit1onally, 4 to 24 hours drying time is recommended between successive applications, depending on the dryin:g condi~otls. · surtace seal shall be applied in tw.o .coats. The first coat shall be squeegee•applied dlrectlY to the surface. Spray applloaiion of the second coat will be approved by the Engineer If the required rate of application and proper coverafj.e can be obtained, At !east one squeegee demand test shaU be .performed in the presence of the Engine.er prior to commi:,ncement of-seal coating. Spread rata·of application for each coat sha!Jbe not less than 90 peroent of the rate of demand determined by squeege~ applications of the spe.cified ·materiat on the representative surfaces of the areas to be seated. In _addition to the.above, reference is made to thei manufacturer's product information sheet for applfeation methods, handling and other inf-orma.tfon.. 1"he-Contractor shall _provide .sea.le tags or other evidence of product delivery which shall fdenltfy the product-and the pf()jec't. The tags sha!f show the weight orvotume of seal coat matertal delivered and the date of delivery. Contractor shalt be rv1sponsibla for protection of newly placed materials from damage by traffic, weather or other forces until fu1fy-cured. AH seal coot areas damaged by any force _pfiot to acceptance of the work sha!I be corrected by the Contractor al his expense. S~12.04. P1;,'.MENT Seal coat work shall be measured in square feet. The contract unit pnce _for Additive A~arnate Item 4 sha!l !~elude fut! compensation for furnishing all mate~als.. labor,. equipment, tools and mcidenta!s necessary for preparing surfaces, cleaning or patc~mg ml•soaked pavement, sand application ani:! applying surface seal coat In_ accordance with the ~lans and specifications and as directed by the Engineer. Payment will be made-on the bastS of area actually sealed, exclusive of plahters and other excepted areas, SLURRY SEAL SPECIFICATIONS N,T,S, NMG NOTE: WAUSAU TILE, INC. WARNING PAVER WARRANTY STATEMENT Date: December 20, 2011 Project Name: San Miguel Realignment Project Address: 451 (ST) Newport Center Drive City/State/Zip: Newport Beach, Ca. 92657 11111111 EXIST. SIGN LOCATION INDICATING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUE FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE, TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE POLICE DEPT. (949) 644-3681". Wausau Tile, Inc., warrants its concrete Truncated Dome Warning Pavers for a period ofS years commencing from date shipping is complete. Wausau Tile, Inc. warrants to the Property Owner (Owner) above, that, subject to the terms, conditions and limitations stated herein against manufacturer's defects (INCLUDING ALL TERMS ON THE REVERSE HEREOF), Wausau Tile, Inc. will remanufacture Wausau Pavers which fail to meet the following caused by poor workmanship in manufacturing: Wausau ADA Detectable Warning Pavers to be compliant with the State of California Department of State Architects Policies IR llB-3 IR llB-4, as well as comply with architectural standards as published in the 2007 (or current) edition of the California Building Standard's Code, and includes durability criteria of shape, color fastness, confirmation, sound-on~cane acoustic quality, resilience and attachment. .Wausau Tile, Inc.'s obligations over the period of this Warranty are limited to the Owner's original cost of the Wausau Tile Pavers, THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF, No warranty claim will be accepted unless all bills are paid in full to Wausau Tile, Inc. WAUSAU TILE, INC, Sales and Service Wausau Tile Inc. RECORD DRAWING GeOTECHNICAL FIRM: CONTRACTOR TO SLURRY SEAL AND RESTRIPE PARKING LOT AT THE END OF THE PROJECT, FOR SLURRY SEAL SPECIFICATIONS SEE HEREON, NMG GEOTECHNICAL, INC, 17881 FITCH IRVINE, CA 92614 PHONE: (949) 472-2442 GEOTECHNICAL INVESTIGATION AND REVIEW DATED NOVEMBER 16, 2011 PROJECT NO, 11128-01 SHAHROOZ "BOB" KARIMI ASSOCIATE ENGINEER, RCE 54250 (EXP, 12/31 /11) ;;,: lD 0 w z '-' <n w 0 0 z ::i CJ) 1-1 z 0 1-1 :c CJ) ~ ►-,;;:. lD lD 0 0 ~ w "' u. (,) < w 0: :r: 0 (,) E "' z 0 iii > w 0: 0 z ~ ,.,, --..... 0 ~ ,.,, "' ~ '° ! • ~ w V z ~ -"w Z> 5ZS " '° :::, >-"' '" "' ('.) :;; '° ZoNo "' 0--10-0 w vo<(o () uzv -<e "' ... :c <'? 1-U ~N Zwz~ ,¢1--o- ... 0-~ ,;::t z lift ,---0-w V) V) w ~ z <( ::r: 0::: u f-oc ~ <( z LU~ UJ 00 h'. UJ~ ~ ~o ~~ 0::: 0 Oo 0~ ...J UJ Cl. UJ UJI-5 u. :::J <( ;% (90 LU o -z ~ :::J z~ z 0::: (!j <( I-LL z Cf) • 0 ..,. I-Cl 0::: ,.J ..,,. 0 ~ ::, a. co UJ 0::: -Cf) u ...J -0 Cf) JOB No. 2042 437456 PLAN CHECK No. 2233-2011 PERMIT NO. X2011-2810 SHEET C8 OF _.,:8:;,__ I !Ii ~ "' m ADAMS AVf.. u t;; <( -l-----11--~~~~-t-w (Il z ~ c.:, In ~ i i => ili I LL. CITY OF COSTA 5 MESA m ,, ~ VICTOOIA VICINITY MAP BAKER ci ~ ORANGE COAST CClliGE ORANGE CO. FAIRGROUNDS ;o w " ~ ;:' CITY OF IRVINE UNI 1/ERsl TY r e ~ N.T.S. ';:;' « 191H ST. U.C.I. UTILITY CONSTRUCTION @ INDICATES AREA SHOWN ON LOCATION MAP YARD & _J RESER. ~ RD. fA FIRE -0-◊o FASHION ISLAND SERVICE RELOCATION INDEX MAP I -> D I I 0 YI I I \ PROPOSED INSTALLATION ACCEPTABLE TO NEWPORT BEACI I FIRE DEPARTMENT FIRE PREVENTION DIVISION =--__ --~-____ -::,J.,_jiii;i,,...~~ ..... .,j.......;;,L~I j;++----...J Inspector: c>, llZ&~ Dare: ~ -(t -~ ~ ote: Acceptance ap l cs -.pT pOSI or plans GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSTAUATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVNLABLE RECORDS. THE CONTRACTOR DEPARTMENT. SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, 2. INSPECTIONS ARE REQUIRED: I) PRIOR TO POURING THRUST BLOCKS, 2) FOR HYDROSTATIC PRIOR TO BEGINNING OF CONSTRUCTION. TESTING, AND 3) FOR FLUSH. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANCE. CALL CITY 3. STATIONING REFERS TO CENTERLINE OF STREET. OF NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONLINE AT 4. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVNLABLE RECORDS. THE CONTRACTOR HTTP://WWW.CITY.NEWPORT-BEACH.CA.US>. 0 Jo D ELEVATIO THE FlELD 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 1999 NFPA 13. SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL L CA I N AN N IN 4. DOUBLE CHECK BACK FLOW PREVENTION VALVE ASSEMBLY REQUIRED. CONTACT THE NEWPORT PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 5. FlRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 INCHES IN DL'.METER. THE LOWEST TO ALL ADJOINING CURBS AND WALKS. OPERATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE AND THE HYDRANT FLANGE SHALL 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. BE A MINIMUM OF 'i' ABOVE GRADE. 7. SEWER, WATER AND STORM DRNN LINE DISTANCES SHOWN IN PROFlLE AND IN ESTIMATED 6. FlRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYED GATE VALVE QUANTITIES ARE HORIZONTAL DISTANCES. SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS LOCATED IN PARKING STALLS. IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT 7. ALL PIPING SHALL BE NPPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 150 MINIMUM). CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. INSPECTOR SHALL ALSO BE NOTIFlED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT 8. ALL FERROUS PIPE ANO FlmNGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE OF ANY CONCRETE FOR CURB & GUTTER so THAT THE FORMS CAN BE CHECKED FOR LINE AND TUBE. THE ENDS OF THE TUBE AND SPLICES MADE FOR ·rs OF OTHER PIPING COMPONENTS GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. SHALL BE SEALED WITH 'i' TAPE, NPPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT 9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FNE (5) FEET IN DEPTH SHALL BE MEET THE REQUIREMENTS OF THIS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND EFFECTNELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER MEANS. TRENCHES OR EXCAVATIONS LESS THAN FNE (5) FEET IN DEPTH SHALL ALSO BE ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE 9., A 1 'i' BED OF CLIEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24"). EXPECTED. ID. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STNNLESS STEEL. 1 o. THE CONTRACTOR(S) SHALL OBTNN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS 11. A MINIMUM OF 3o" OF COVER, FROM FlNISH GRADE TO THE TOP OF THE PIPE, SHALL BE DESCRIBED IN No. 9 ABOVE. PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-I05-L 12. ~~z~~iDBLOCKS, OR OTHER NPPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED 12. WATER MNNS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. WHEREVER PIPE CHANGES DIRECTION. 13. ALL CONCRETE SHALL BE 540-C-3250. 13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. 14. THE FlRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, 15. VCP SEWER PIPE SHALL BE USED. All FlTTINGS SHALL BE PREFABRICATED FULL-BODY WHICHEVER IS GREATER) SHALL BE WITNESSED BY AN NBFD INSPECTOR. THE TRENCH SHALL BE FITTINGS. PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 1'1' BACK-FILLED BETWEEN THE JOINTS TO PREVENT MOVEMENT OF PIPE. ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD TRENCH BACKFlLL. PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UNLESS OTHERWISE 16. All SEWER LINES TO BE OWNED, OPERATED AND MAINTNNED BY THE CITY OF NEWPORT BEACH APPROVED BY THE NBFO INSPECTOR. NBFD INSPECTOR SHALL WITNESS THE FLUSH. SHALL BE VIDEO INSPECTED NFTER CLIEANING, AIR TESTING AND MANDRILLING. ALL VIDEO 16. PRNATE HYDRANTS, SPRINKLER CONTROL VALVES, POST INDICATING VALVES AND FlRE :'.°_o_ INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DMSION. THE DEVELOPER SHALL PAY DEPNRTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. S ,, THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE 17. All CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVE SHALL BE MONITORED c FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DNMAGED OR OTHERWISE SHALL BE IF THEY SERVE 100 OR MORE SPRINKLER HEADS. . i_ REPNRED/REPLACED AND REINSPECTED, INCLUDING NR TEST, MANDRIL AND VIDEO, PRIOR TO 18. CONTRACTOR SHALL PROVIDE TO FlRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND ACCEPTANCE. TEST CERTIFlCATE FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL /" INSPECTION IN ACCORDANCE WITH CHAPTER IO OF NFPA 13, 2002 EDITION. /;; 17. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO THE CITY PRIOR TO 19. PROVIDE SIGN ON FOC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPNRTMENT STANDARD #F-1 => n FF "'" 205.44 FLEMING"S PRIME STEAK HOUSE FIRE/SPRINKLER SYSTEM NOTES I. PRIOR TO INSTALLATION, REQUIRED PERMITS SHALL BE SECURED FROM THE CITY BUILDING DEPARTMENT. 2. INSTAUATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 1999 EDITION OF NFPA STANDARD 13 AND THE 1995 ADDITION OF NFPA STANDARD 24, INCLUDING ANY AMENDMENTS BY THE CITY OF NEWPORT BEACH FIRE DEPT. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABOVE GROUND ASSEMBLY NPPROVED BY THE WATER AUTHORITY, PNNTED WHITE, AND WITH THE VALVES LOCKED IN THE OPEN POSITION. VALVES CONTROLLING MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN NPPROVED LOCATION. 3. NPPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED WITHIN 25' OF A PUBLIC FIRE HYDRANT. THE FDC SHALl BE ORIENTED TO FACE THE FlRE DEPARTMENT ACCESS ROAD. THE FOC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FROM MECHANICAL INJURY. THE SIZE OF PIPING AND THE NUMBER OF INLETS SHALL BE NPPROVED BY THE FlRE DEPT. FlRE DEPARTMENT CONNECTIONS SHALL BE PNNTED WHITE. 4. PER NEWPORT BEACH FlRE DEPARTMENT STANDARD NO. F-1, REQUIREMENTS FOR IDENTIFlCATION SIGNS AT FIRE DEPARTMENT CONNECTIONS, ARE AS FOLLOWS: A. SIGNS SHALL BE CONSTRUCTED OF A DURABLE MATERIAL, PREFERABLY METAL. B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE. C. LETTERING ON THE SIGN SHALL BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTRASTING BACKGROUND. D. SIGNS NRE TO BE PERMANENTLY MOUNTED ON THE BUILDING ADJACENT TO THE F.D.C. OR ON THE F.D.C. AND MUST BE VISIBLE FROM THE ADJACENT ROADWAY. E. ALL SIGNS MUST STATE THE ADDRESS OF THE BUILDING BEING SERVED AND IDENTIFY THE TYPE OF SYSTEM SERVING THE BUILDING. SEE FIRE DEPT. STD. NO. F-1 FOR SIGN DETAILS. 5. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE PRNATE FlRE MAIN. 6. PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED WET BARREL smE WITH A MINIMUM OF ONE 2-1/'i' AND ONE 4" OUTLET. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS. ALL FIRE HYDRNNTS SHALL BE INSTALLED ON A 6" RISER. 4• OUTLET(S) SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 18" ABOVE GRADE AND HYDRANT FLANGE(S) A MINIMUM OF 'i' ABOVE GRADE. FlRE HYDRANTS SHALL BE LOCATtD A MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION (VALVES SHALL NOT BE LOCATED IN PNRKING STALLS). FIRE DEPARTMENT NOTES as submitted and for construction indicated thereo111ubiect tq tkl.d inspection. 7. ALL PIPE SHALL BE NPPROVED FOR USE IN "FIRE SERVICE SYSTEMS", CLASS 200 MINIMUM. ALL FERROUS METAL PIPE SHALL BE LINEp. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A lOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH 'i' TAPE NPPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TQ POLY-TUBE INSTALLATION. 8. A MINIMUM OF 36" OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHALL BE PROVIDED ABOVE PIPE. 9. THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTfAINT SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. SEE CITY OF N.B. STID-510-L-A FOR DETNLS. 10. CONTRACTOR SHALL PROVIDE TO FIRE DEPNRTMENT COMPLETE "CONTRACTOR'S" MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT ]'HE TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER IO OF NFPA 13, 1999 EDITION 11. ALL FIRE RELATED COMPONENTS, FDC, PIV, BACKFLOW DEVICES St,ALL BE PNNTED OSHA SAFETY RED FIELD INSPECTION NOTES AND REQUIREMENTS 1. A FINAL INSPE(CTIO) N IS REQUIRED. SCHEDULE ALL INS(PECT)IONS AND TESTS FORTY-EIGHT 48 HOURS IN ADVANCE BY PHONING 949 644-3255 2. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. All CORROSION PROTECTION SHALL BE IN PLACE. CARE SHALL BE TAKEN WHEN FORMING AND POURING THRUST BLOCKS THAT FlmNGS AND JOINTS ARE NOT BURIED IN CONCRETE. 3• ~s~YJJEisv-~f Ji~fJuLTW&A~1½N~~~~sEWE p:~~~U~E it0iVEW0o~f¼RusNgRREciI~o FIFTY PSI) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFlLL AND SOIL COMPACTION. THE TRENCH SHALL BE BACKFlLLED BETWEEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. 4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 10 FT /SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES. 6. ALL FlRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK ASSEMBLY VALVES), SHALL BE SUPERVSED BY A CENTRAL ALARM SYSTEM APPROVED BY TH~ CITY OF NEWPORT BEACH FIRE DEPT . ii' CONSTRUCTION . NO WORK SHALL BEGIN UNTIL NPPROVED SHOP DRAWINGS ARE OBTNNED. (ATTACHED) SHOW SIGN ON PLAN. ~ 18. ALL WORK SHALL BE PER 2007 CNUFORNIA BUILDING CODES. 20. ~~~ ~:~TOR VALVES SHALL BE SET so THAT THE TOP OF POST WILL BE 36 INCHES ABOVE 1.A l'i' BED OF CLIEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE 6• ~HCEH[t;N~E~~;MJi;Ec~:A~Ec;i~~JH~~~E~~EL~~~Do~oiH~E~~~~,18 • POWER POLE 0 MANHOLE <ti FlRE HYDRNNT D METER BOX LOCATION MAP .. r e ~ N.T.S. • ,_.sAJ{[A ROSA DRriE l\ OJECl I CATIO~ { ,.S4.AI Mc, . f 1/o/,,s DRifF ' -r,-,, ..,,'/;,. ~'\.- SYMBOL LEGEND 0 TREE ~ ,.....---::1 DEMO PIPE 00 SHRUBBERY ---Ii.---ASPHALT PAVEMENT CENTERLINE _.,,;a.~~ J4;.. --·-S----SEWER LINE BRICKWALK --·--\/--·--WATER LINE ----¾--VALVE I:> I CONCRETE -__ G_ --GAS LINE POWER POLE ANCHOR b, MONUMENT ~/////////a BUILDING --E--POWER LINE -TEL-TELEPHONE LINE ----EXISTING CONSTRUCTION -x-x-x-FENCE PROPERTY LINE -TV--CABLEVISION LINE ----- BLOCKWALL NEW CONSTRUCTION -SP--SPRINKLER SYSTEM :a: STREET LIGHT SHEET INDEX SHEET TITLE SHEET FIRE SERVICE RELOCATION PLAN ..NQ, 1 2 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALFORNIA EDISON COMPANY SBC / AT&T CITY OF NEWPORT BEACH (SEWER & WATER) TIME WARNER NUMBERS (800) 427-2000 (800) 611-1911 (800) 75D-2355 (949) 644-3011 (888) 892-2253 BENCHMARK= O.C.B.M.: 3K-55-99 (NAVO 88 / 1995 ADJUSTMENT) ELEVATION = 145.204' NOTE: BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N 31'32'29" 'II' BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS "GPS NO. 6268" AND "GPS NO. 6279" PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DNMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, STIREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS SHALL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. ALL CITY TREES SHALL BE PROTECTED IN PLACE. SHOULD ANY TRENCHING BE REQUIRED WITHIN SIX (6) FEET OF AN EXISTING CITY TREE, PLEASE CONTACT JOHN CONWAY, CITY URBAN FORESTER AT (949)644-3083. IMPORT ANT NOllCE PIPE (TOTAL 24") GRADE OR ACCESS LEVEL. ~ 21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT 2. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. 7. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. SECTION 4216/4217 OF THE GOVERNMENT ~ MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. 3. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO 8 BACKFILL SHALL BE WELL TA"PE CODE REQUIRES A DIGALERT IDENTIFICATION ~ 22. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. • • RED IN LAYERS AND WETTED UNDER AND --... POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL NUMBER BE ISSUED BEFORE A "PERMIT TO DIAL TOLL FREE 1-800-227-2600 ~ 23• BACKFlLL SHALL BE WELL TAMPERED IN LAYERS AND WETTED UNDER AND AROUND PIPES TO 4. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL SHALL CONSIST OF CLEAN Fill SAND TO A MINIMUM 12 INCHES BELOW AND TO EXCAVATE." Will BE VALID. FOR YOUR DIGALERT .. E TO CONTRACTOR PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLIEAN FILL SAND AT LEAST TWO DAYS N ~q PRIVATE ENGINEER'S NOT TO A MINIMUM 12 INCHES BELOW AND TO MINIMUM OF 12 INCHES ABOVE THE PIPE. BE MONITORED IF THEY SERVE 100 OR MORE SPRINKLER HEADS. A MINIMUM OF 12 INCHES ABOVE THE PIPE. TOLL FREE 1-800-422-4131 TWO WORKING BEFORE YOU DIG 8N _ 24. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL 5. CONTRACTOR SHALL PROVIDE TO FlRE DEPARTMENT A COMPLETED "CONTRACTOR'S 9. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER DAYS BEFORE YOU DIG. ~ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT TIME OF FlNAL BUILDINGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR uN□ERGRouNo SE"'1CE Al.ER! o, SOUTHERN CAUFORN• N .g THESE PLANS NRE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR FlNISHED FLOOR. A MINIMUM OF 2 INCHES CLEARANCE (INTERSTITIAL SPACE) SHALL BE INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 1999 EDITION. WALL AND SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHES :r: ci KNOWLEDGE, THERE NRE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL. CLEARANCE(INTERSTITIAL SPACE) SHALL BE PROVIDED WHERE THE PIPE PASSES G ~ u ~ CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES THROUGH THE FLOOR WALL. JOB ADDRESS 451 (SU NEWPORT CENTER ORM:, NEWPORT BEACH, CA 92660 rP_E_R_M_IT_N_O-.--x- 2 - 0 - 1 - 1 -_- 1 -8- 1 - 0 --1 ~ :. SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON PLAN AND IS RESPONSIBLE _ _ "'-- _,, FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR r--T---r------------------------T--7---r-;;;:;;;-;;;;:;:;;:---------------7r---:::;;;;:;;:;~!'"-7--;;~;;:;;;;:;-;;-;:---------;:;:;::,:;;~;:;=;:;=r,~;:;==;=;==;=;;~~~==~~~Tr~~~½.;.;;r=----....:.-=.::.::..:....:.:::.::.:::_1..., :,-0~ SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES T0 l----+----+----------------------t---+----1 DEVELOPER: PREPARED BY: RECORD DRAWING FASHION ISLAND <t:t THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. './ o I c ,C:fli SAN MIGUEL REALIGNMENT :;: !. RVJNE OMPANY NO,._ \§z ~11::!J STAN,TECCONSULTINGINC. FIRE SERVICE RELOCATION ~ Q£cOJ'!D ])f2./1w//\l,;. ....,., z ~ 19TECHNOLOGYDRIVE ~ j REVISED EXISTING AND PROPOSED ALIGNMENTS PER AS-BUILT Since 1864 -~13 Cl IRVINE, CA 92618 T I TLE SHEET V> -( REVISED DOC. 550 NEWPORT CENTER DRIVE ntec 949.923.6000 ~ PLAN CHECK NO. 2233-201 1 M a 1 ADDED FIRE NOTES & THRUST BLOCKS FOR ·r PERMIT, REVISED Doc & BACKFLow NEWPORT BEACH, CALIFORNIA CALii' 1/ /L-CITY OF NEWPORT BEACH ~ I L ________________________ ..... ~N~O-. .,_~~.,_ ________ R_Ev_1_s_1o_N_s __________ ....,_A_P_P_ . ...i...D_A_T_E...., ______ (9_4_9_)_72_0_2_2_0_0 _____ _,_ _________ M_1~_H....;.L~-A-._T~Hl~ES~S~EN_,,._R_.c_.E_._56_9_67....;.(E_x~P -0~6~/3~0~/~13~)-'--------------..;,,I.-S_H_E_E_T..,.;;;_1=.....;0~F....;..;;;;;;2:__,J~ 0 0 UNDERGROUND WATER FlRE (PRIVATE) • (PUBUCj 6" ,_ . ·.. · .. -•. 6" MIN . r \ r '\ 0 ) \ V ' v (? DIRECTION OF FLOW WILKIN S MODEL 450DA DOUBLE CHECK DETECTOR ASSEMBLY WILKINS VALVE SETTER (MJS) I I I ( * CONNECT TO EXIST. TEE PROTECT EXIST. TEE AND PIPE TO EXIST. FDC EXIST, WATER R *FLEMING'S -60590971X PROPOSED CURB & GUTTER 5 0 ~ EXIST, WATER METER I TRUE FOODS -60590973X I I EXIST, DOMESTIC WATER ~ I I I I ~"' GRAPHIC SCALE 5 JO L__I I ( IN FEET ) E D OF 20 I I r r ---y ~-"',- CT ~o EXIST. 85 * E LINE WITH 6" ~EE BACKFLOW PREVENTOR AN p ASSOCIATED PIPING i ., EXIST. FIRE HYDRANT EXIST. EXISTING UTILITY NOTES: / r X ,- / / I -j FLEMING'S STEAK HOUSE PROPOSED INSTALLATION NEWPORT BEAC'II FIRE DEP FIRE PREVENTION DIVISION <:: Inspector. ~~·:d,,'./4~~~--Date: -.,,... Note: Acceptance appl ie to pr~po~I ~r plans as 1ubruitted and for construction md1cated thereoa~11ubiect t_q tkLd inspection, 1. IF ANY EXISTING UTILITY IS EXPOSED DURING CONSTRUCTION THE CONTRACTOR SHALL SURVEY THE UTILITY AND PROVIDE THE ENGINEER WITH AN AUTOCAD FlLE OF THE HORIZONTAL, VERTICAL, AND MATERIAL TYPE. THIS FlLE WILL ALSO BE PROVIDED TO THE OWNER. · * 2. CONTRACTOR SHALL VERIFY HORIZONTAL, VERTICAL, AND MATERIAL TYPE OF EXISTING UTILITIES AT POINT OF CONNECTION TWO WEEKS PRIOR TO CONSTRUCTION. AN AUTOCAD FILE SHOWING THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER. 3. ALL UTILITIES BEING CONSTRUCTED WILL BE SURVEYED FOR HORIZONTAL AND VERTICAL LOCATION PRIOR TO BACKFlLL. AN AUTOCAD FlLE OF THIS AS-BUILT INFORMATION WILL BE PROVIDED TO THE ENGINEER. / CONSTRUCTION NOTES AND QUANTITIES NO. DESCRIPTION DOMESTIC WATER CONSTRUCTION NOTES 80 INSTALL 6" DETECTOR CHECK PER DET/oJL 'A' SHEET 2 AND CITY OF NEWPORT BEACH STD.-517-L. ® INSTALL 2 1/2' BACKFLOW PREVENTOR PER CITY OF NEWPORT BEACH STD.-520-L-A 82 INSTALL 6" PVC C900 (CL 200) PER CITY OF NEWPORT BEACH ST0.-106-L . '® INSTALL 6"-90' BEND AND THRUST BLOCK PER CITY OF NEWPORT BEACH sm.-510-L-A. /3\ ill 84 INSTALL 6"-45· BEND AND THRUST BLOCK PER CITY OF NEWPORT BEACH sm.-510-L-A. '@ INSTALL 6" TEE AND THRUST BLOCK PER CITY OF NEWPORT BEACH sm.-510-L-A. 86 INSTALL 2 1 /2" TYPE "K" RIGID COPPER TUBING. .-:@ INSTALL 2 1 /2" -90' BEND COPPER FlTTING. -~-,,. ' -'I . -. 1 @) NOT USED --.... .... .... -.... .... ----® CONSTRUCT 6" AC OVER 12" AB PAVEMENT. '@ CONSTRUCT 6" TYPE "A" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH STD.-182-L. ( I I I \. ®~ RESTRIPE PAVEMENT IN KIND. T m.:rro U LTI TO~DE --._ ~ INSTALL BLIND FLANGE AND T UST BLOCK PER CITY OF NEWPORT BEACH STD. 510 ., DEMOLITION NOTES MOO REMOVE AND RECYCLE EXISTING 2 1/2" COPPER TUBING. I 1011 REMOVE EXISTING AC PAVEMENT. 71102 REMOVE EXISTING CURB & GUTTER (IF NECESSARY) FROM COLD/EXPANSION JOINT TO COLD/EXPANSION JOINT. I iio3] REMOVE EXISTING PLANTING. [104 REMOVE AND DISPOSE OF DETECTOR CHECK. ~ REMOVE AND DISPOSE OF BACKFLOW PREVENTOR. 45°BEND ,,. ~ CROSS DEAD END 22H 0 BEND ~ 11G 0 BEND TYPICAL TIIRUST BLOCK GENERAL NOTES: 1. Force mo!n pressure test aholl be performed In accord with concrete curing requirements. Concrete shall be 560-C-3250. 2. Thru1t blocks shall bear ogoin11t undisturbed 10~. bockfll compacted to 100X relative compaction, or class 100 E 100 slurry. 3. Bearing oreos L x H ore computed for tnt pressures of 22~ PSI In mains lolcl ln o cohnlonlen soil (c•0) with lntemol ongle of friction of 37", o unit weight of 110 PCF, and ot least 36-of cover. L-A 4. Bearing orea, L ic H Bholl be opproved by the engineer where molne: (A) beor ogolnst weoker son thon deserlbed obove. (B) hove lesll than 36-of cover, (C) wRl be toted at more than 225 PSI or (D) ore not r~sen~ed by o flttln11 OI" !llze shown hereoo. 5. L Is opproiclmotely equal to H f« smaller thrv,t blodcL L ls greater than H fOf° larger thrvst blocks. H shalt not e,c:ceed trench he!Qht. See STD-106-L for stondord trench dimensions. THRUST BLOCK BEARING AREA L X HIN SQUARE FEET Fltdng & Size Dea,JEnd Tee or Cross 90° Bend 45°Bend 1211" Bend JJ<i°Bend 4" 1.7 2.4 2.4 1.3 0.7 0.3 6" 3.7 5.3 5.3 2.9 1.5 0.7 8" 6.7 9.4 9.4 5.1 2.6 1.3 12" 15.0 21.2 21.2 11.5 5.8 2.9 16" 26.6 37.6 37.6 20.4 10.4 5.2 18" 33.7 47.6 47.6 25.8 13.1 6.6 24" 59.9 84.6 84.6 45.8 23.3 11.7 30" 93.6 132.2 132.2 71.5 36.5 18.3 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCB NO. 36106 PUBLTC WORKS DIRECTOR THRUST BLOCKS Drawn: M. Elias Da : an. 2004 DRAWJNGNO. THRUST BLOCKS - QUANTITY 1 1 -4-0 2 . 2 1 37 1 1 -.... 70 8 • 1 28 70 8 126 1 1 ... UNIT EA. EA. LF. EA. EA. EA. LF. EA. .. I S.F. LF. .. EA. L.F. S.F. LF. S.F. EA. EA. / J I N ..... 0 N N I u c,; DETAILS PER CITY OF NEWPORT BEACH STD-510-L-A ---------------<l: PERMITNO. X2Qll-181Q ::E: c=-=-1=-=-=-=-[=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-J=-=-=-J=-=-=-~r;;;DEV:;;;ElCLO;;;;PE:;;:R,---------,---::::;;;;;;;;;:;:::--7~P~R;;EPA;:;R;::;:;ED-;;B;-Y,-----;:R:;;E;::;:C~O~R:-;:D~D~R~A:--;W-;;;l;-N;-;r,~-~FAMS:iH:iTI'no~N1TI'cstiLAi\iiN:iro) __ :..::.::...:.,::..:.:.--1~ -SAN MIGUEL REALIGNMENT ~ 1 inch = 5 rt. JO zq /l 0 IRVINE COMPANY Id 1 'ti l, ft1ld STANTEC CONSULTING INC. co l?.l'ic.oeo v124,,;,i,vc;, Since 1864 ~ ;:-~ 13 ~ * ~~: 19 TECHNOLOGY DRIVE FIRE SERVICE RELOCATION Vi WILKINS 450DA DOUBLE CHECK ASSEMBLY REVSEO EXISTING AND PROPOSED ALIGNMENTS PER AS-BUILT * ;:"=:::::~-==='~ !§ jj}!;'te,:; IRVINE, CA 926 18 ~ REVISED ooc. 550 NEWPORT CENTER DRIVE 949.923.6000 --, , NOT TO SCALE PLAN CHECK NO. 2233-2011 ~ Aoorn omcToR CHECK & THRUST BLOCK DETAILS FOR 'F' PERMIT, REVsrn ooc & BACKFLow NEWPORT BEACH, CALIFORNIA ~/r /r z_.. CITY OF NEWPORT BEACH ~ !._ ________________________ ....1~;.;..;. ..... ~;.;.;; ..... ______ ...;.,;R~EV~l~S~IO~N~S;... ________ ....1,~A~P~P~-..i..;D~A~T~E....1, ______ (9_4_9_)_72 _ 0_2_2_0_0 _____ ..1.. ______ ...1,,~M~l~~H~E~LL~A~-~T~Hl~ES~S~EN,;_~R~.c ~.E~.~55~9~57;...:;(E~X~P.~D~6~/3~0~/~13~)-'--------------...L-S_H_E_ET ___ 2= __ o_F....,;;;.;;;;;2=,Jw A 03/02/12 02/29/12 1 02/27/12 n 0 NO. DATE