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HomeMy WebLinkAboutS_5123_SCITY OF COSTA MESA VICTORIA I AK E R ot-----t-------+=,L > • • 0 • • • ' " Q • • "" z .. • .. C, .. ~ . Oito 11D. U C ' MfMORIA l'A I I( I CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT IMPROVEMENT PLANS FOR ENTRY ROAD CLOSURES IN NEWPORT CENTER DRIVE AND UTILITY RELOCATIONS FOR FASHION ISLAND ...-...----"B" STREET ,r '~~,ls~~--,-----=t-1:.--.. ---;-----r-- ' ,,--___,_ ·- 7 i I BROADWAY ' ·~==:--;:=='-_ 1,-n I ! \\_ I • I I ',, ·,' AET AIL STORES -, RETAIL STORES ATRIU\1 COURT RE AIL TORE '-, ~--' L__ _ _., m ,. "' -< / C' ""li<---11"-"'D'-,. --\ 1 .... _ ... BULLOCK 's- Wl!,,.§!:!!fU~0 .--~" ,-~-_ _, I I I 0 C f '4 Iv c.._,, --.;..:: \ VICINITY MAP 1/• 0 ¼ '12 ¼ l --- -----GRAl'HIC SCALE IN MILES SYMBOL LEGEND .. POWER POLE 0 MANHOLE t:f FIRE HYDRANT □ METER BOX -0-VALVE E-POWER POLE ANCHOR ~ MONUMENT -x-x-FENCE BLOCK WALL cc:;, TREE ,!J'-,1-,, SHRUBBERY /'-v _.,_,,,,..,..., ASPHALT PAVEMENT ~B BRICKWALK 1. . . • I L.:.~-~c.J CONCRETE r. ;J ~--'-=--<:d BU IL DI NG EXISTING CONSTRUCTION NEW CONSTRUCTION ---t!-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --ti-GAS LINE --£-- -TEi- -r;,- POWER LINE TELEPHONE LINE CABLEVISION LINE -5P-SPRINKLER SYSTEM :t( STREET LIGHT -----\ ~- EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY' SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER 8< WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION NUMBER 634-3115 835-3833 999-5613 64~-3311 962-2411 EXT.241 642-3260 644-4471 ', ) GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS, EXCEPT AS OTHERWISE STATED IN THE CITY OF NEWPORT BEACH SPECIAL PROVISIONS, OR ELSEWHERE IN THESE NOTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION, AND SUPPLEMENTS HEREIN AFTER REFERRED TO AS THE STANDARD SPECI- F! CATIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIOIIS ANO ELEVATION lN THE FIELD PRIOR TO BEGINNING CONSTRUC- TION OF THE NEW FACILITIES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 3. CURB DATA REFERS TO FACE OF CURB. 4. STATIONS SHOWN THUS~ ARE WATERLINE STATIONS AND ARE INDE- PENDENT OF ALL OTHER STATIONS. 5; STATIONS SHOWN THUS @QQ) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 6. THE CONTRACTOR(S) SHfo,LL REOUEST INSPECTION F.ROM PUBL;c i✓ORKS DEPARTr1ErlT 48 HOURS rn ADVANCE OF PERFORMHIG ANY IIORK ( 644-331,), 7. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL (M.S.L.) DATUM. 8. ALL DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME THE PRO- PERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZ/INT AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIOR TO ANY EXCAVATION AT l-800-422-4133. { COJV17/41L1/EP /1/.30//E fiGIIT) ( CONT/NI/£!)) l O. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. l i. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND, OR OTHER EQUIVALENT ME~NS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAM]- NATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 12. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE NO. ll ABOVE FROM CAL/OSHA. 13. ALL STORM DRAIN, SEv/ER, AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L CLASS "C". 14. ANY WORK REQUIRING ENCROACHMENT INTO STREET AREA REQUIRES A TEM- PORARY STREET CLOSURE PERMIT. A DETAILED TRAFFIC CONTROL PLAN MUST BE INCLUDED WITH THE PERMIT APPLICATION. SEWER NOTES l. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 2. PVC SEWER PIPE MAY BE USED IN LIEU OF VCP. THE PVC PIPE MUST BE MANUFACTURED PER ASTM 0-3034 SDR-35. ALL FITTINGS SHALL BE PRE- FABRICATED FULL-BODY FITTINGS. THE PVC SEVIER TRENCH SHALL BE BACKFILLED WITH A GRANDULAR MATERIAL (SAND) TO 18" OVER TOP OF PIPE AND CONSOLIDATED BY FLOODING PRIOR TO COMPLETION OF TRENCH BACKFILL. 3. STATIONS SHOVIN AS 110+00.00! ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 1. 2. 3. 4. r "' 6. DOMESTIC WATER NOTES DOMESTIC HATER PIPE MATERIAL SHALL BE ASBESTOS CEMENT PRESSURE PIPE (CLASS 200) CONFORMING TO THE REQUIREMENTS OF SECTION 207-7 OF THE STANDARD SPECIFICATIONS. DOMESTIC WATER PIPE BACKFILL SHALL HAVE A MINIMUM SAND EQUIVALENT OF 20. NATIVE MATERIAL MAY BE USED ONLY IF IT MEETS THIS REQUIRE- MENT. DOMESTIC WATER PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND PIPE INSTALLATION" IN THE STANDARD SPECIFICATIONS, INSTALLATION OF DOMESTIC WATER PIPE, BEDDING, AND BACKFILL SHALL BE INSPECTED AND APPROVED BY THE CITY OF NEWPORT BEACH WATER DEPARTMENT. THE CONTRACTOR SHALL ARRANGE ANY AND ALL REQUIRED INSPECTIONS AND SHALL PAY ANY AND ALL REQUIRED INSPECTION FEES. ALL WATER MAINS SHALL HAVE A MINIMUM OF 42 INCHES COVER FROM FINISH SURFACE. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH WATER DEPARTMENT PRIOR TO BEGINNING ANY WORK, AND SHALL OBTAIN PRIOR APPROVAL FOR ANY SHUTDOWN. NOTES TO CONTRACTOR REGARDING PERMITS AND INSPECTIONS l • THE INSTALLATION •OF THE SEWER, fJATER, AND STORM DRAIN LINES DESIGNATED AS PRIVATE HILL REQUIRE PERMIT ANO INSPECTION FROM THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT. INSTALLATION AND BACKFILL TO ONE FOOT ABOVE THE TOP OF PIPE OF THE ABOVE MENTIONED UTILITIES SHALL BE PER THE 1979 EDITION OF THE UNI- FORM PLUMBING CODE. ALL TRENCH BACKFILL ABOVE THE ONE FOOT LEVEL ABOVE THE TOP OF PIPES SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE COMPACTION AND APPROVED BY THE SOILS HIGINEER. JOB ADDRESS BENCH MARK BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTER- LINE OF SANTA CRUZ DRIVE AS SHOWN ON A MAP OF TRACT NO. 6015 FILED IN BOOK 239, PAGES 29 THROUGH 41 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, BEING N9-10-26W. OWNER/DEVELOPER SOILS ENGINEER 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 O.C,S. ALUMINUM CAP STAMPED 3N-56-77 LOCATED IN THE MEDIAN IN SAN JOAQUIN HILLS ROAD, NE'LY OF JAMBOREE ROAD, 14 FEET SE OF THE NW NOSE OF THE MEDIAN ON A CATCH BASIN. 1976 ELEVATION -117.493 THE IRVINE COMPANY 550 NEWPORT CENTER DRIVE NEv/PORT BEACH, CA 92660 UNDERGROUND STRUCTURES LEROY CRANDALL & ASSOCIATES 711 NORTH ALVARADO STREET LOS ANGELES, CA 90026 DATE BY I ' ' '§t:~c-L .. SHEET l SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 DESCRIPTION REVISIONS LEGEND - - ---SHEET OUTLINE INDEX MAP NO SCALE SHEET INDEX TITLE SHEET QUANTITY ESTJMATE & DETAIL SHFFT IMPROVEMENT FOR ENTRY ROAD CLOSURE IN NEWPORT CENTER DRIVE NORTHERLY OF SANTA CRUZ DRIVE FROM STA. 28+61.24. TO STA. 29+48.31 IMPROVEMENT FOR ENTRY ROAD CLOSURE IN NEWPORT CENTER DRIVE AT CENTER DRIVE FROM STA. 33+87.47 TO 37+50.00 IMPROVEMENT FOR ENTRY ROAD CLOSURE IM NEWPORT CENTER DRIVE AT SAN NICOLAS DRIVE FROM STft .. 46+48_/oo TO STA. 50+00.00 SEWER PLAN & PROFILE FOR FASHION ISLAND FROM STA. 'G+00.00 TO STA. 14+80.72 WATER & SEWER PLAN & PROFILE FOR FASHION ISLAND FROM STA. 14+80.72TO STft_ 21 + 72 98 TRAFFIC STRIP!lsiG PLAN FOR NE\s/PORT CENTER DRIVE AT CEi'H[R DRIVE & Al l~ICOLAS DRl VE APP'D. SEE S/.IEET A/9 Z FOR AOOITIONAL NOTES APPROVED FOR CONCEPT AND ADHfRENCE TO CITY STANDARDS AilD REQUIREMENTS ONLY. CITY Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all 1_ ~[ ='. r=; ~rb~ persons and property; that this requirement shall apply continuously and not be lim- ited to normal working hours; and that the ('.ontractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, :real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHl!RS A.NO THOSE SHOWN ON THE RECORDS E)(AM!NED ARE INO!C .... TEO WITH THEIR APPROXIMATE LOCATtON AND EXTENT, THE OWNER ev ACCEPTING THESE PLANS OR PROCEE.DING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY A.ND TO HOLD UNDER· SIGNED HARM\..ESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBL.IC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPO"TEO OR SHOWN OJt RECORDS EXAMINED THE CO"'ITRACTOR IS REQUIRED TO TA.KE DUE PRECAUTIONARY M£4.SURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 4.ND ANY OTHER UTILITIES OR STRUCTURES FOUNCI AT THE SITE. TT SHALL-BE THE CONTRACTOR'S RESPONSJBILJTY TO NOTIFY THE OWNERS OP' THE UTILITIES OR STRUCTURES CONCIERNli:0 BEFORE STARTING WORK. CJ?.<!berl CJJei11.,CWilliamPfost c®. r§lssociates 'l'::2. PROFESSIONAL ENVIRONMENTAL ,E,NGINEERS & PLANNERS PO BOX 2590 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92663 IS NOT RESPONSIBLE FOR DESIGN _Aez~s ~CY, ' 2./J._ ~-TITLE SHEET (714) 833·0070 CIT,k~c,31NEER DATE,1/'71;~ R.E. NO. ll.1'f/ DESIGNED S.T, CHECKED .D.J. _11,?, DRAWN D.E. DATE /-~-8~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ~-ssss-S SHEET i OF 8 I -l 7f!J36 i !MPmVEMENTS 8EYONO R/.W LINE N£.WPOtT CENTER D,_V£----------+--------------,li1/W PER 5EP//RliTE PLI/NB -- PC'_# 8k -<P7 05.0' r /5' 1' 2' ~ : 5' STORM DRAIN NOTES 1. STORM DRAIN PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE (2000D); ASBEST,0S CEMENT STORM DRAIN PIPE (3000D) 2, STORM DRAIN PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND CONDUIT INSTALLATION" IN THE STANDARD SPECIFICATIONS. 3. STORM DRAIN PIPE BACKFILL UNDERNEATH TRAFFIC AREAS SHALL HAVE A MINIMUM SAND EQUIVALENT OF 20. NATIVE MATERIAL MAY BE USED ONLY IF IT MEETS THIS REQUIREMENT. STORM DRAIN PIPE BACKFILL BENEATH N0~-TRAFFIC AREAS MAY BE NATIVE MATERIAL. Et/5T. J:'INISII-r 'lt#0 2-==i~ SURFI/CEJil--)';;y~lv,,_.~·_\~-~;==:__---i~~-.,c-z=ir-~ 4_ RE!lff0RCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS cmrrl,INED I :.C '0---/ _4::,.•_,_.-•;:,~ .-.,·.. ~~-7 rn SECT!Qrl 207-2 OF THE STr,NDARD SPECIFICATIONS, -I~---\.------------J-"t-~-, I 2 oj, 4, PL/ICE 8" OF li.C. IN 2 LIFT$ ( 4," l3RS£ C0£18S£ 4 Z" FINISH _,. COURSE) S/IWCl/T LI NE e_ ________ -- / PL/ICE 8" OF /1.C IN Z LIFTS (L,," f.3116£ C'Ollf?SE / Z" ;:'/NISH COUR5£) h 3 .o--<:;} I -----•~¾....·. ----~ 1 ---------~ .SECTION A-A SCI/LE /ftJ/f/Z: 1''·4' //£/i'T : 1> Z' I I_ 10' NEIYPOli'T CENTER /JI?///£ SECTION 13-13 SC/IL£ f/Off!Z: ;-, 4' 1/EffT; /', Z' t /JEWRJl?T C£NT£fi' ORiVE i I I /0' Af.7."5. TRAFFIC STRIPING AND PAVEMENT MARKINGS L PAINT FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE FORMULA NO. 42A9 ANO YELLOW FORMULA 1040A9 AS MANUFACTURED BY J.E. BAUER COMPANY, OR A PAINT OF EQUAL QUALITY AS MAY BE APPROVED BY JHE CITY OF NEWPORT BEACH. 2. CONFLICTING EXISTING PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING. 3. THE CONTRACTOR SHALL PERFORM ALL LAYOUT, ALIGNMENT AND SPOTTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETENESS OF AND ,ACCURACY OF ALL LAYOUT ALIGNMENT AND SPOTTING. TRAFFIC STRIPING SHALL NOT VARY MORE THAN 1/2 INCH IN 40 FEET FROM THE ALIGNMENT SHOWN ON THE PLANS. 4. NEW STRIPING SHALL NOT BE PLACED UNTIL SPOTTING HAS BEEN REVIEWED AND APPROVED BY THE CITY OF NEWPORT BEACH, 5, THE CONTRACTOR SHALL MAKE ANY AND ALL ARRANGEMENTS FOR CITY INSPECTION AND SHALL PAY ANY AND ALL REQUIRED INSPECTION FEES. SIDEWALK NOTES l, ALL rec SIDEI/ALK TO BE REMOVED SHALL BE SA,ICIJT IN A NEAT STRA.TGHT LINE. 2. CONCRETE FOR SIDEWALK SHALL BE CLASS %0-C-3250 , , !3A5£ COJ/EI:' - COAIOU!T OE-TAIL. "A " Sl7?EGT L/GH'T Ft:7<7TIA/G N.T.5. ----------------------------- NO. 0) @ G) Q) Q) G) 0) Q) G) @) @ @ @ @ @ @ ® @ @ @ @ @ @ ® @ @ @ @) ® @ @ @ @ @ @ ® @ @ @ @ @ @ ® @ @ @ ' CONSTRUCTION NOTES & QUANTITY ESTIMATES ITEM STREET IMPROVEMENTS SAWCUT AND REMOVE EXIST. A.C. PAVEMENT SAWCUT AND REMOVE EXIST. CURB & GUTTER I CONST. C0NC. CURB AND GUTTER TYPE "A" (8" C.F.) PER CITY OF NEWPORT BEACH STD. 182-L CONST. C0NC. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L AND PER SECTION "A-A" CONST. C0NC. CURB TYPE "B" (8" C.F.) PER CITY OF NEWPORT BEACH STD. 182-L REPLACE l' STRIP OF EXIST. A.C. P.~VEMENT WITH 8" A.C. (6" A.C. AS A BASE & 2" FINISH COURSE) PLACE FILL MATERIAL AND MATCH EXIST. GRADE/LANDSCAPE & IRRIGATION MODIFICATIONS PER SEPARATE PLANS CONST. C0NC. CURB ACCESS RAMP CASE "G" PER CITY OF NEWPORT BEACH STD. 181-L-A LOCATE SEWER MANHOLE AND ADJUST TO GRADE RELOCATE STREET LIGHT (CENTER IN MEDIAN) FOOTING PER DETAIL "A" SHEET 2 CONST. P.C.C. MEDIAN NOSE TO LIMITS SHOWN ON PLANS RELOCATE EXIST. STREET LIGHT BOX (BOX TO BE INSTALLED PER CITY OF NEWPORT BEACH STD. 205-L) WATER REMOVE EXIST. WATER CONNECTION & CONNECT NEW 12" ACP TO EXIST. 12" WATER MAIN CONST. 12" ACP (CLASS 200) WATER MAIN CONST. 12" BUTTERFLY VALVE PER CITY OF NEl,P0RT BEACH STD. 508-L (FE X RT) CONST. PCC THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L INSTALL 12" (90°, 45°, 22 1/2°, 11 1/4° & 5 5/8°) ELL AS SHOl,N ON PLANS (RT X RT) REMOVE EXIST. FIRE HYDRANT, VALVES TO REMAIN CONST. AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD. 515-L CONST. 12" X 12'' TEE (FE X FE) CONST. 12" COUPLING (FE X RT) SEWER CONST. 8" VCP SEWER BEDDING PER CITY OF NEWPORT BEACH STD. 106-L. TRENCH RESURFACE PER CITY OF NEWPORT BEACH STD. 105-L CONST. REINFORCED STANDARD PRECAST MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L CONST. INSIDE DROP MANHOLE PER CITY OF NEWPORT BEACH STD. 403-L TYPE "B" CONST. AN 8"X8"X6" WYE AND RECONNECT EXIST. SEl<ER LATERAL CONST. AN 8"X8"X4" WYE MID RECONNECT EXIST. SEWER LATERAL C0NST.2O LF OF8" V.C.P. STUB (S=0.02) & PLUG END CONNECT EXIST. SEWER TO NEW DROP MANHOLE RECONNECT EXIST. 8" SEl;/ER FOR TEMPORARY SERVICE REMOVE EXIST. SEHER MAIN REMOVE EXIST. SEI/ER MANHOLE SAWCUT AIID REMOVE AND REPLACE IN KIND EXIST. CURB AND/OR CURB AND GUTTER SAWCUT AND REMOVE AND REPLACE WITH 6 1/2" A.C. PER CITY OF NEWPORT BE~.CH STD. 105-L SAWCUT AND REMOVE AND REPLACE IN KIND EXIST. SIDEWALK STRIPING SANDBLAST EXIST. 12" SOLID WHITE STRIPE PAINT 12" SOLID WHITE STRIPE 10' ON CENTERS PAINT 4" SKIP WHITE STRIPE PAINT 8" SOLID WHITE SANDBLAST EXIST. 8" SOLID WHITE SANDBLAST EXIST. STOP SIGN PAINT STOP SIGN STORM DRAIN REMOVE EXIST. JUNCTION STRUCTURE & EXIST, 18" R.C.P. CONST. 18" R.C.P. -SEE PROFILE SHEET 2 CONST. CURB INLET TYPE DL PER STD. 306-L CONST. JUNCTION STRUCTURE NO. 2 PER STD. 311-L CONST. LOCAL DEPRESSION PER STD. 304-L APPROVED FOR CC:-JCE PT AND .:..C,HFRENC£: TO CITY STANDARDS 1-----+---+-------------t-----t'J'.O REQUIREMENTS ONLY. r.1TY I ' ' i I QUANTITY 9, l 63 S. F. 782 L. F. 863 L, F, l ,497 S. F. 104 L _ F _ l • 051 S.F. 217 C.Y. 4 EA. l EA. 2 EA. 294 S.F. 2 EA. 3 EA. 642 L,F. 7 EA. 7 EA. 7 EA. 2 EA, 2 EA. 3 EA. 2 EA. l, 153 L.F, 5 EA. l EA. l EA. 3 EA. 2 EA. l EA. l EA. 342 L.F, 2 rn. 16 L. F. 4.560 S.F. 20 S. F. 829 l.F. 852 L J, 98 L.F. 14 L. F. 18 L. F, 7 EA, 7 EA. l EA. 15 L.F. l EA, . l EA, l EA, 13 rx,T RESPOtJSJBLE FOR DESIGN 1-----+---+-------------t-----tASSUM.f'JIO!'tSr~N~Y ((,,____....w'2,~ i!,. QUANTITY & DETAIL SHEET _ <;X1)... ENGINEER DAT~ R.E. NQ./L,,7C// / , 114 1 s3-:1.0010 DATE BY DESCRIPTION APP'O. DESIGNED DRAWN . -' , $.T, ,a_,;-_ -~-=~===""~-----------==---1---..L,_ _ _L _____________ .___--t-;;c°"'HE"'cc;;KE;::;D;-----t;cDA;aT;c-E--------i S. ,ft:J.8UT K'AlL•NfJ,l(,61,r K.t!.E. Z7"fS7 REVISIONS D.J,M 1-t,,-Bto CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT .'<-555.S-.S SHEET 2 Of 8 JN ?3038 - . . / I ' I ' \ A).i ,'( 'J - \_ i ...:...... l \ \ \ \ \ \ \ p)W TA R l 895.00' 28 2'1 T 41 . .?C,1 l ) 30 ~fl CJki11,,CWilliam'Prost ® c';llssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS P.O. BOX 2!590 • 1401 OUAlL STREET, NEWPORT BEACH. CALIFORNIA 92663 /1 (714) 833-0070 Ro'E. 2?'187 I , i ' _f ;._i ___ J_ I + ' ' ' I --L_ I I • , I 1 17-t -+---\ - I I I l I • I l i I I :-. -• -, ' ··--t ·--_ -1· ·~----1 --"· I •• j _--I -i ' ~-I ~' 1--i-..· , 1 -• I I . ii' : : I ~- • -I :---i--·--\~ ~- l CONSTRUCT! ON NOTES 1 SAWCUT AND REMOVE EXIST. A.G. PAVEMENT 2 SAWCUT AND REMOVE EXIST. ,CURB & GUTTER 3 CONST. CONC. CURB AND GUTTER TYPE "A" (8" C.F.) PER STD. 182-L 4 CONST. CONC. SIDEWALK PER STD. 18O-L AND PER SECTION "A-A" 'lN '.'j;IT. 2 REPLACE 1' STRIP OF EXIST. A.C. PAVEMENT WITH 8" A.C. (6" AS A BASE & 2" FINISH COURSE) PLACE FILL MATERIAL AND MATCH EXIST. GRADE/LANDSCAPE & JRRIGATIOM MODIFICATIONS PER SEPARATE PLANS APPROVED FOR CONCEPT AND ADHF.RENCE'. TO CITY STANDARDS l--+--1-------------+--JAtm REQUIREMENTS ONLY. r:nv 1S NUT RESPONSIBLE FOR DESIGN 1--+--f-------------+--JASSUMPTIONS A~~Y. IMPROVEMENT FOR ENTRY ROAD CLOSURE IN NEWPORT CENTER DRIVE NORTERLY OF SANTA CRUZ DRIVE FROM STA. 28-1-61 .24 TO STA. 29+48.31 <OAZUP.J?r/C l--+--1-------------+--1 I Y ENGINEER • DAT ' RE.NO. /1,,7'7/ DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED$ T DRAWN /J£. CHECKED OJ.M. DATE / • L,, -84, CITY OF NEWPORT BEACH R-s.s-.s-.s--.s PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 , JAi Z3038 ( I I_ \ / s··+-+-- 1-r-, -'---' ,-- :J i -+ --i-:_ I - ' I . . ' • ' A ,f;"' !!Pf' 40" @ //,,$"04'58" © 3'Z/'!3" @ l8"/8'3ts,' ® 3 ° eq'4,,;" ff 8915.JO' 7.00' ~5.00' "'155.00' 8~ L /04 .05' 20.54' 51.53' 305./9 1 53.31' ., ' l,,7O7' es.92-' J-53. '71' JAi ZJ(JJg ----------- I I -----------------~-------------------------- ) ~ ! I I ) I- I I _, -+ I I r L - ' • . . --------. -~ ' --- NOT£: -1 I -+ -~ ---+ _j_ ,+ I - 1-I I l I 1 i __ ,_ -1 0:: 0 ...J -<( 1--o I_JJ a: i I + I I ' -' z 0 Cl) z -Ill 0 0:: 1- -i -l -I I ! -7 I ! I +- I 4, 1,-Jc1-+-"•·+ --i, I ------;- I --stk SNeET .,,,_z_ . ilJ I I - I I -I I t --,---,--'---~-- ---I _:,_ ____ j l:Zt-00 ~ ~i11,,CWilliamP10st <®. c';llssociates ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS PO BOX 2!5i90 • 1401 QUAIL STREET NEWPORT BEACH CALIFORNIA 92663 .x£JJ ~c· .,, 0070 I L__ I - - I I ~#+-> --+----,----------____ 1_ 1 -j __ _ j I I -1 I I -1-- I i I I - ----- - I --- I CONSTRUCT lON SEWE.l<. -I -t-i ' - NOTES r I r I I 1---7 I- T=-j t L I I --+ l --- I I ' - CONST. 8" VCP SEWER BEDDING PER CITY OF NEWPORT BEACH STD. 106-L. PER CITY OF NEWPORT BEACH STD. 105-L. TRENCH RESURFACE CONST. REINFORCED STANDARD PRECAST MANHOLE PER CITY OF NEl✓PORT BEACH STD. 401-L. SAWCUT AND REMOVE AND REPLACE IN KIND EXIST. CURB AND/OR CURB AND GUTTER SAWCUT AND REMOVE AND REPLACE WITH 6 1/2" A.C. PER CITY OF NEWPORT BEACH STD. 105-L SAWCUT AND REMOVE AND REPLACE IN KIND EXIST. SIDEWALK APPROVED FOR CONCEPT AND ~OHFRENCE TO CITY STANDARDS 1----!---+-----------------t----J.e.!IO REQUIREMENTS ONLY. CITY SEWER PLAN Bl PROFILE FOR t-ASH1vN ISLAND IS NOT RESPONSIBLE FOR DESIGN 1----!---+-----------------t-~--JASS_UMPTIONS AN~' AC!; A Y • DATE BY DESCRIPTION APP'D. REVISIONS DAT DESIGNED 5-T CHECKED JJ.JM. ENGINE RE NO. IL'o7'f/ DRAWN D-E- DATE I-a&',,, FROM STA.10+ 10.00 TO STA. 14,v 80.72 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT .e-$"S-~~-s SHEET 6 OF 8 J. I- - I - I SEIIER -j I --- J._ I I I ! T J__ _L• -~ I -f-,- f I I 7 . __ -7 E/f/Sl: hZ" i:l.t:..R I 1~1 j -- • ----'--I l ---T_;,.-t--t-...,_ ------------+---: j • s,&.1433. I I -, I 1 1 I ---, - I -'- I . ~ %i11,,'William'Prbsti®.~ssociates PROF~J:·!{SIONAL ENVIRONMENTAL ENGINEERS & PLANNERS P.'}-Elox 2!590 • 1401 _QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92663 ~-w f°LJ~ r~:i 833-0070 S RO.B(I:'T k/?LLEIIB//1/G'Jt& R.C,E. 27</87 I --: - ' I -' . L --I ' ' ! -L I I.CS I t - L t ' f l-1 s ----f I .f ,- E,MJ-', ! _J APPROVED FOR CONCEPT AND j,DHF.RENCE TO CITY STANDARDS l----+----1--------------+----lt.llD REQUIREMENTS ONLY. CITY -I ' 13 NOT RESPONSIBLE FOR DE.SIGN DATE BY DESCRIPTION REVISIONS ASSUMP:THJNS AN RACY. APP'D. DESIGNED GT CHECKED D.J.,W DRAWN cu,: DATE 1-L,,-&',, ' I --' I r J -/4,eo. 72 4 u,J.1. #3 N 10740.oo £ 5/33.f;T --_ {J ;::,_ '--✓ {) . -1 -- I - WATER a SEWER PLAN a PROF! LE FOR FASH ION ISLAND FROM STA. 14+80.72 TO STA. 21+72.98 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I<-S" .s-s-.s--cs SHEET 7 OF 8 / ---------------------I--------------------------------- 17 1 7' I , I ~ - -- - .5'1/i'/PJNG OET/1/L N.,T.$. 17' - -----~ ---------z-------------------I \ --~~ ----·· --· ---@21\ ~ ----~~ n~\\JE --___ __=------=~~-· -~ \-~~-;+ ,:oG" or cu~€-~,€.~~~-~~--~-------------------~ '~~ ~--- 1 ~35 ---.. _ I c---------- 1 -~ ---=..c=~ -='L------------- ~\ ------------,i~------· \ ~ -~ ~ ------------~ -------- ---- ---- -------- ' ( I 7Z -----------== -----= ------~---. ·-Gu~ -----------~ • • • . ~ ~ ~-• • • . ·--------------~ -----=-----------------------c:::-... ------• -------------------------------------------c:::. ---------------------------------- --------------------------------------~ -------------• --------------------------------------------------------' --------------~ ',<::.--.... SCALE 1 "= 40' CONSTRUCT/ON NOTES ~==~ -----------------• 70/l?POl#T OF CU/fS !?£TURN C TYi?) -------------- ·---75 {TYPJ SCALE 1"•40' ------------------- SANDBLAST EXISTING 12" SOLID WHITE STRIPE PAINT 12" SOLID WHITE STRIPE l O' ON CENTERS PAINT 4" SKIP WHITE STRIPE PAINT 8" SOLID v/HITE SANDBLAST EXISTING 8" SOLID \,HITE $/INIJBl./16T £1!5T. STOP 3/6;\I Pill/VT Sf/JP 5/GAI APPROVEC FOR CONCEPT AND ADHFREMCE TO CITY STANDARDS 1--+.--+--------------j---JAIJO REQU_IREMENTS ONL'1. C:ITY IS NOT RESPONSIBLE FOR DESIGN G"J?f!be11 '1Jei11.,CWilliam'Prost ® c';llssociates ~ PROFESSiONAL ENVIR0NMEN7 AL ENGINEERS & PLANNERS PO BOX ,:590 • 1401 QUAIL .STRF'"f.:T NCWPURT BLACH. CALIFORNIA 92663 1--+--+---------------t---J~ss_UMPTIONS A~ 'CC!IRAf-Y ~lA. /7//4/#...,~ 1--+--l----------------t---J TRAFFIC ENGINEER DATE z$( RE. NO. i'?C45 TRAFFIC STRIPING PLAN NEWPORT CENTER DRIVE AT CENTER DRIVE 8 AT SAN NICOLAS DRIVE J , ,7141 833-007(' I r-) ;, .'/ s. ROBERT)/,;;;_~; Bi;};;';_;·' '"'" :ff l?.C.t=. Z7'r8 7 DATE BY DESCRIPTION APP'D. REVISIONS DESIGNED S.T CHECKED O.JM. DRAWN PE DATE I-/,,-cl/,, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT )NZ3038 R-.sss.s--.s SHEET 8 OF 8 )