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HomeMy WebLinkAboutW_5244_SSCALE: 1" = 4400' PROJECT LOCATION- SYMBOL LEGEND • POWER POLE (Q:iSSMH SANITARY SEWER MANHOLE 'd' FIRE HYDRANT D M:1_ -WATER METER BOX & SERVICE OGM GAS METER ----------0--VALVE POWER POLE ANCHOR D. MONUMENT x-x-x-FENCE BLOCKWALL '+) \.0 TREE (]{J SHRUBBERY .LLL _LLL. //✓ JLL ASPHALT PAVEMENT ~: [ I[ ~ :; : :; : BRICKWALK CONCRETE l////ij//a BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---1----CENTERLINE ----5----SEWER LINE -----W-----WATER LINE ---G---GAS LINE ~E--POWER LINE -TEL-TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT ---u-SIGN (co-<j GARAGE OPENING t~ ---j WINDOW * SPRINKLER CITY OF IRVINE U.C.I. ABBRIEV!Al!OINIS AC ASPHALT CONCRETE PVC POLYVINYL CHLORIDE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLERNOUT (SEWER) ARV AIR RELIEF VALVE EV ELECTRICAL VAULT SW SIDEWALK EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1·800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT. l COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 720-4040 PUBLIC WORKS DEPARTMENT 1995=1996 WATER CORONA MR]N REPlRlCElriENT DEL MRR CONTRACT NO. 3029 NTS BASIS OF BEARINGS: APPROVED: APPROVED: PACIFIC OCEAN THE BEARINGS SHOWN HERON ARE EASED ON THE GRID BEARING S40°35'01"H BETWEEN 0.C.S. G.P.S. CONTROL STATION 6292 AT MARGUERITE AVENUE AND 5th AVENUE AND STATION 6200 AT MARGUERITE AVENUE AND PACIFIC COAST HIGHWAY. DIRECTOR OF PUBLIC WORKS R.C.E. 16791 I . ,/; J ;) / ~ I/_ /'.'. ., •~-1.-~•------ (f'CTING) ytITIES MANAGER R.C.E. 46214 _/ DRTE: z/9/9C. DATE: ~ .... y.,t, n~ \ ~ ✓, 1$: , W/--~ j t'. ~ ..... ~ '~V~I \J,~ ~r;~~A $ f~ r t 1/5:fp ~,~~ V/fr/ ~ ~2<'.~ - ~ --;-~ \ --- \\ \ \ PROJECT SI TE '\~~/~~--~-~---~ \J, ILOCA 7r ~ OlNI ~IP GlEINllERAL NOTIES I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN RS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. THE HALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL EE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS "LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO EE GUARDED HHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. SEE PLAN A-5145-S FOR ALLEY REPLACEMENT. 6. ALL HATER PIPE SHALL BE BEDDED PER CITY OF NEI-PORT BEACH STD-106-L. 7. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. 9. HATER HAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SUBGRADE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF ANY FIRE HYDRANTS AT (714)644-3106. 11. THE CONTRACTOR SHALL NOTIFY Tl£ FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL ALLEY CLOSURES. 12. ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER HAIN CONSTRUCTION SHALL HAVE ALL THREADED PFRTS R,ID JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEM13LIES SHALL EE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY EE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STFIINLESS STEEL SHALi_ HAVE THREADED PARTS COATED LIBERFI..LY WITH AN APPROVED ANTI-SEIZE COMPOUND. 16. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES or AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 17. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 18. THE CONTRACTOR SHALL ADJUST ALL WATER METER BOXES, HATER VALVE COVERS AND SEWER LATERAL CLEANOUTS TO GRADE. 19. SEWER CLEANOUT INSTALLATION WAS NOT COMPLETED RT THE TIME OF DRAWING COMPLETION. CONTRACTOR SHALL ADJUST A MINIMUM OF ONE SEWER CLEANOUT TO GRADE PER LOT. 0 INSTALL 6" (CIP X PVC) TRANSITION COUPLING. 0 REMOVE EXISTING VALVE, RISER, BOX AND COVER. 0 CONSTRUCT NEW 1" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECct,INECT TO EXISTING METER AS REQUIRED. 0 CONSTRUCT NEW l" WATER SERVICE CONNECTION (LONG RUN) PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECONNECT TO EXISTING METER AS REQUIRED. 0 REMOVE EXISTING AND INSTALL 6" PVC (C-900, CLASS 200, SOR 14) WATER MAIN INCLUDING TRENCH RESURFACING PER CNB STD-105-L. 0 REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BERrn UTILITIES YARD AT 949 WEST 16TH STREET. 0 INSTALL NEW FIRE HYDRANT PER APPLICABLE PORTIONS OF CNB ST0-500-L ~ STD-510-L-C, FIRE HYDRANT SHALL BE JONES J-3700. 0 REMOVE EXISTIN•~ AND rnSTALL 6' PVC (C-900, CLASS 200, SOR 14) WATER MAIN. 0 INSTALL 6" (AC ROUGH BARREL X DIP) TRANSITION COUPLING. @ CONSTRUCT THRUST BLOCK PER CNE STD-510-L. ® INSTALL 6" FLANGE X MECHRNICA.. JOINT RESILIENT HEDGE GATE VALVE WITH RETAINER GLANDS, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CNB STD-510-L-C & STD-511-L. I NS TALL 6 " X 6 " FLANGE X FLANGE TEE. REMOVE AND SALVAGE EXISTING TRANSITION COUPLING. INSTALL 6" (PVC X DIP) TRANSITION COUPLING. REMOVE AND SALVAGE EXISTING VALVE. INSTALL 6" MECHANICAL JOINT X MECHANICAL JOINT RESILIANT WEDGE GATE VALVE WITH RETAINER GLANDS, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CNB STD-510-L-C & STD-511-L. REMOVE EXISTING AIR RELIEF VALVE, r.RNHOLE AND COVER. INSTALL 6" (AC ROUGH BARREL X PVC) TRANSITION COUPLING. CONSTRUCT NEW 2" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD-503-L, AND RECONNECT TO EXISTING METER AS REQUIRED. ABANDON EXISTING ~ATER SERVICE. REMOVE EXISTING TREES, BUSHES AND ENCROACHING VEGETATict,i. REMOVE EXISTING SE~ER HAIN CLEANOUT AND CONSTRUCT SEWER MANHOLE PER CNB ST0-401-L, -'I-FEET DESP CONNECT TO EXISTIMG 12" PVC HATER MAIN PER DETAIL "A" SHEET 2. REMOVE EXISTING TRANSITION COUPLING AND 3'-6" PVC SPOOL AND JOIN TO EXISTING VALVE. REMVOE EXISTING 3'-6" PVC SPOOL AND TRANSITION COUPLING AND JOIN TO EXISTING ADAPTER. W-5244-S SHT .1 OF 5 1 Feb 1996 ~ u n ~ " w ✓ u 1,,. ' "TI \: 2 I u r 0 " 0 ~ cc ~ ~ 0 0 0 0 0 0 0 ® 0 SEAVIEW AVE. 50' 15' 15' I : 10, I ' ' 1 • ·302· 3' T -" OS) I "" ·~ ~1 C OS, en z 14' ·212· CONSlr!R!UClr -~ ON NOlr!ES REMOVE EXISTING VALVE, RISER, BOX AND COVER. CONSTRUCT NEW 1" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB SID-502-L, AND RECClllNECT TO EXISTING METER AS REQUIRED. CONSTRUCT NEW 1" WATER SERVICE CONNECTION (LONG RUN) PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECONNECT TO EXISTING METER AS REQUIRED. REMOVE EXISTING AND INSTALL 6" PVC (C-900, CLASS 200, SDR 14) WATER MAIN INCLUDING TRENCH RESURFACING PER CNB STD-105-L. REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BERCH UTILITIES YARD RT 949 WEST 16TH STREET. INSTALL NEW FIRE HYDRANT PER APPLICABLE PORTIONS OF CNB STD-500-L & SID-510-L-C, FIRE HYDRANT SHALL BE JONES J-3700. REMOVE EXISTING AND INSTALL 6" PVC (C-900, CLASS 200, SOR 14) WATER MAIN. CONSTRUCT THRUST BLOCK PER CNB STD-510-L. INSTALL 6" FLANGE X MECHANICAL JOINT RESILIENT flEDGE GATE VALVE WITH RETAINER GLANDS, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CNB STD-510-L-C & STD-511-L. MARIGOLD AVENUE 14' • 304 • ~[L[L[EY NARCISSUS AVENUE SEAVIEW AVE. MARIGOLD AVENUE ·214· ·218· ·220· 3 • 8 '·. I ' . • I • ~ _'.;;:_ ---~ • .. ••• NARC I ssu·s A VENUE INSTALL 6" X 6" FLANGE X FLANGE TEE. ABANDON EXISTING WATER SERVICE. REMOVE EXISTING SEWER MAIN CLEANOUT AND CONSTRUCT SEf-lER MANHOLE PER CNB STD-401-L 1 4 FE:E:T DEEP CONNECT TO EXISTING 12' PVC WATER MAIN PER DETAIL "A" SHEET 2. REMOVE EXISTING TRANSITIClll COUPLING AND 3 '-6" PVC SPOOL AND JOIN TO EXISTING VALVE. REMVOE EXISTING 3 '-6" PVC SPOOL AND TRANSITION COUPLING AND JOIN TO EXISTING ADAPTER. ' I u, ~I 10': I I c-EUS-. 12" PVC MRH, / !EXCEPT RT ALLEY clRI l/ EXIST. 12" FE X MJ RH'v I 11 CEL:ND f LHNGl HI HLLEY J2nJ I ' I 1 ~LXISI. b" fl X MJ FDRPTOR, J.5' 6" om rvc / SPCOL & TRANSITION COUPLING IC! X PVCI -I ~I~ \ '( '--\ _to\ • @\ ~ I I __ _J . © ,., EX!3T. 6" CIP ® I &, u U I ,' I I . = Ln ~ X w 1-1.5' EXIST. I 2" FE DI CROSS HI 12"X6" REDUCERS (N&SI \_ \_EXlSI. b"' llf' I FXTST. I?,. ff X MJ RDR"TOR ~EX.ISL 12" P"vC MRJN EM: NBl-36-74 EL 64.775' 1976 ADJ TBM: F.H. NUT # 1571 EL 111.03' DETAIL .A. CONNECTION TO EXISTING TRANSMISSION MAIN NTS REF: ATLAS H\3 & Hl4 0 8 ,23 SHT 29 30 & 75 H-5249-5 1-----l---------1---------(fiCTIN UT LITIES MANAGER • R.C.E, NO. %214 ORTE i_ -lo ::1 ~ APPROVED ~ /) I QlJ$- PUBLIC WORKS DlRECTO,I CORONA DEL MAR WATER MAIN REPLACEMENT C-3O29 R.C.E. NO. 15791 A EV ~llt"\ 32 A 32 1B DRE LL 1,uu. -1 - Dr'TE BY DESCR!PTIDI, APP'□. DESIGNED SL DRRHN ML IC I lY OF NE~POIRl 8EIPJCH lY-5244-S _ __l _____ RE_V_IS-IO-fl-S--~--__l---1--------------1-C~H=Ec=K=ED~--=-=+o~R=TE~-----=----t LO 31 Jan 1996 PUBLIC llORl<S nf"PRRTMENT SHEET 2 OF 5 I I I\) SEAVIEW AVE. 1: JO'. I 15' 'I' "' I M ..,. M ..,. A g >-w ::J I cE u: ➔ "' 0 I'--'f + ➔ "'" - ~ ~ H H <i:: 50' l 15' f-Ul ~ X w T "' I 14' MARGUERITE AVENUE 14' ~ ~ ·306 • ~ ~ ~ ~ F. F. " 111. 25 " ~ ""-, I ~ " • "': I ;"' ·30B• " '"-'" '""-" ~ '" ' ~ "" '" F.F. ~ ::: '" ,, ~T ~::: 111 . ' 4 ~ ~ ,, ell • 'I" '" "-;-,ca l ''"-~ '" I I 11" I I 11 I I I I I --=---~ ' ·326 • ~ " :~ F.F. ~ ~ I 01. 01 " ,:::: ~ " :~ ;, ~ ~ '" '"-~ ~ '"-'" ' ~ • I X· 4 4 ' I ' f '. - ' ' ~ ~ ~ "-"' ~ I'- ~ :::: • ~ t ~ f .F. ~ f ~ 105.99 ~ I ~ ~ ~ ·325· ~ "" A[L[L[EY MARIGOLD AVENUE MARGUERITE A.VENUE SEAVIEW AVE. A[L[L[EY MARIGOLD AVENUE F. F. 1m.J4 10' 15' 50' . N N n CS) ITT BM: NB 1-4-71 EL 5.480' 1976 ADJ 15' IO' 0 0 REMOVE EXISTING VALVE, RISER, BOX AND COVER. CONSTRUCT NEW 1" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECONNECT TO EXISTING METER RS REQUIRED. CONSTRUCT NEW I" WATER SERVICE CONNECTION (LONG RUN) PER APPLICABLE PORTIONS OF CNB STD-S02-L, AND RECONl'E:CT TO EXISTING METER RS REQUIRED. REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BERCH UTILITIES YARD RT 949 WEST 16TH STREET. INSTALL NE~ FIRE HYDRANT PER APPLICABLE PORTIONS OF CNB STD-500-L & STD-510-L-C, FIRE HYDRANT SHALL BE JONES J-3700. REMOVE EXISTING AND INSTALL 6" PVC (C-900, QASS 200, SDR 14 l WATER MAIN. --------( ALLEY 33-A 0 0 0 0 ® 0 f-lJl '-, X I ,J © 0 @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L. INSTALL 6" FLANGE X MECHANICAL JOINT RESILIENT NEDGE GATE VALVE WITH RETAINER GLANDS, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CNB STD-510-L-C & STD-511-L, INSTFLL 6" X 6" FLANGE X FLANGE TEE. REMOVE AND SALVAGE EXISTING VALVE. H-ISTALL 6" MECHANICAL JOINT X MECHANICAL JOINT RESILIANT HEDGE GATE VALVE WITH RATRINER GLANDS, VALVE ANCHOR, VFLVE BOX, COVER AND RISER PER CNB STD-510-L-C & STD-511-L. @ REMOVE EXISTING AIR RELIEF VALVE, MANHOLE AND COVER. 0 INSTALL 6" (AC ROUGH BARREL X PVC) TRANSITION COUPLING. @ ABANDON EXISTING WATER SERVICE. 0 REMOVE EXISTING SEHER MAIN CLEANOUT AND CO~TRUCT SEWER MANHOLE PER CNB STD-401-L, 4 FE: E:-T V'c';.f:':P @ CONNECT TO EXISTING 12" PVC WATER MAIN PER DETAIL "A" SHEET 2. RE,: ATLAS Hl3 & HI' , FB 523 SHT 23, & 24, FB 522 SHT 96, W-5249-S C-3029 RPPRO\lrn PUELIC ~ORl<S DIRECTOR R.C.E. NO, IG?91 DATE _ ~• ~ ~- CORONA DEL MAR WATER MAIN REPLACEMENT AlLEY IND. 33-A, 33-B ORTE SY rFSCRlPTfON RPP'D, DlSJGNED SL DRRl,N ML IC 1 Tif OF NIE~POIR'T IBERICH W-5244-S 1-----~-------R-EV_!_Sl_O_llS------~------------+.cCH~E~CK~E~D---t□=RT=E-----t LD I Feb 1996 PUBLIC f10Rl<S D[PRRTM[NT SHEET 3 OF 5 3 ;t o m " a C 0 "' g ~ -~ I\. ' i1 ' D ~ " 0 0 D a 0 ~ " 0 D ~ " ~ < 2 " ,-z a 0 0 0 0 0 0 -------- i : ' • I . I I .1 I I I I .I I I I I I I 11 .' I I: I I I . I I I I I I I 15' I I • I J ____ ,,,J COINISTRUCT!OINI NOTES INSTALL 6" (CIP X PVC) TRANSITION COUPLING. REMOVE EXISTING VALVE, RISER, BOX AND COVER. ALLEY 44-D CONSTRUCT NEH I" HATER SERVICE CONNECTION (LONG RUN) PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECONNECT TO EXISTING METER AS REQUIRED. REMOVE EXISTING AND INSTALL 6" PVC (C-900, CLASS 200, SOR 14) HATER MAIN INCLUDING TRENCH RESURFACING PER CNB STD-105-L. REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BEACH UTILITIES YARD RT 949 HEST 16TH STREET. INSTALL NEH FIRE HYDRANT PER RPPl!CRBLE PORTICl'JS OF CNB STD-500-L & STD-510-L-C, FIRE HYDRANT SHALL BE JONES J-3700. 0 REMOVE EXISTING AND INSTALL 6" PVC (C-900, CLASS 200, SOR 14) WATER MAIN. 70' w, , I m CD :1 ,-' ,n U1 ~ ~ o I X X g;, w w L z 15' 50' 15' 11 0 REMOVE EXISTING WATER MAIN AND INSTALL 3' LENGTH OF 6" PVC (C-900, CLASS 200, SOR 14) WATER MAIN. ® 0 ® 0 0 0 @ CONSTRUCT THRUST BLOCK PER CNS STD-510-L. INSTALL 6" FLANGE X MECHANICAL JOINT RESILIENT WEDGE GATE VALVE HITH RETAINER GLANDS, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CNB STD-510-L-C & STD-511-L. INSTALL 6" X 6" FLANGE X FLANGE TEE. REMOVE AND SALVAGE EXISTING VALVE. INSTALL 6" (AC ROUGH BAREEL X PVC) TRANSITION COUPLING. CONSTRUCT NEW 2" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB ST0-503-L, AND RECONNECT TO EXISTING HETER RS REQUIRED. ABANDON EXISTING WATER SERVICE. 15' ·110' ':l:! -_J ow ~; "' ~~ "' U1 ALLEY 33-B OCEAN BOULEVARD ALLEY 32-B OCEAN BOULEVARD BM: NE 4-36-74 EL 64.775' 1976 ADJ TEM: TOP OF F.H. 11572 EL 106.783' REF: ORTE ATLAS 1111 & H14 , FB 523 SHT 74, FR :i?? ~7 BY CESCRIPTION 50' 15' 15' 50' 15' I I _ul RPP'D. 15' c-Ul -X w I I I \ ____ L ~ ~ _J 0 :,:: C--0 a: _J ,:: w [D "' NW +w "'en I IO' I I I ALLEY 44-E 3' PVC '"---ACP X PVC CORONA DEL MAR WATER MAIN REPLACEMENT C-3029 DESIGNED sL □RAHN 11. ti lY or NIEWPl())IRT BIEIRIC~ W-5244-S -~-->-------------<>------f--------1 PUBLIC HORkS DEPARTMENT REVISIONS CHECKED ORTE LD I Feb 1995 SHEET 4, OF 5 ~---<;; L ·c C r: 'U -----.-~- \; :?' -, c ,-c.: ALLEY 34-B I I ,, I :::r . ',~ ," ' ' ' ~ :;'. ' ' :;'. ,/ ' ,/ ' V ' •/ ' ' 1/ ;'.,i ;::: f . f . ~ 105.37 ~ • 301· j 50' 15' • 304 • ALLEY 35-B 0 0 0 @ 0 0 @ @ @ CONSTRUCT NEW 1" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECONNECT TO EXISTING METER AS REQUIRED. CONSTRUCT NEW 1" WATER SERVICE CONNECTION (LONG RUNJ PER APPLICABLE PORTIONS OF CNB STD-502-L, AND RECONNECT TO EXISTING METER RS.REQUIRED. REMOVE EXISTING AND INSTALL 6" PVC (C-900, CLASS 200, SOR 14) WATER MAIN. REMOVE AND SALVAGE EXISTING TRANSITION COUPLING. INSTALL 6" (PVC X DIP) TRANSITION COUPLING. REMOVE EXISTING AIR RELIEF VALVE, MANHOLE AND COVER. INSTALL 6" (AC ROUGH BARREL X PVCJ TRANSITION COUPLING. CONSTRUCT NEW 2" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD-503-L, AND RECONNECT TO EXISTING METER AS REQUIRED. REMOVE EXISTING TREES, BUSHES AND ENCROACHING VEGETATION. REMOVE EXISTING SEWER MAIN CLEANOUT AND CONSTRUCT SEWER MANHOLE PER CNB STD-401-L, 4 ft:,E.T DEEP 4 F.F. IC4,59 ·307 • ' '/ '/ '/ :~ :: ::; ~ ~ ~ ~ ~ ' _J _J a: ::,: . CD .310 • F.F. I oc. 7° MARGUERITE AVENUE JASMINE LARKSPUR AVENUE AVENUE BM: NB 4-36-74 EL 64.775' 1976 ADJ 4 TBM: TOP OF F.H. ll1572 EL 106.783' '// • 322· ~ ·324 • 3 v'. ::: ;,,: ,/ ".F. ?, I V 101. 71 ~?,>--V ,cc '/ :,.,1- ' :.-,1□ 8 18 ' C'O NM /: V .. v'. j1 ?. ~ V ~ ,/ •/ ,/ :;::: V ~ ,/ ?. I ~ / r.r. :;::: ~ F.F. /: V F,F. ?. I 03. 13 IJ2.OO ~ V 101.40 ~ ~ ~ ?. /' ~ /; 1/ 1/ ~ ·321 • ·323 • ·325 • ·329 • 40' c , .1f-"1 ' ' / .·.~ /• v ~I ✓ 4 /1 :;; ~ -~ F.F. :;::: :;; F.F. ~ ~ :oo. 90 :;::: v 99.74 :;::: :;; ) 1/ / v • 321 , REF: ATLAS Hie & Hl4 , W-510<-S, FB 522 SHT 47 & 48 AFPRC.}I:, / 1 RPPROVE:td/40. 1---+----1--------------+---I • ' < ft / • , r-1 • 1_ 1 / /YI ·J,.,t,' . .. ·"'-'l-',.......-"""-:=:-'':-:::-===--1 1---+----1---------------+---lrJicn~uTJLI ES MRNffiER PUELIC WORKS DIRECTOR )U:,(. NO. 46214 R.C.E. NO. 1R791 ORT 2 -'-•9'.{.. JRTE 'Z• ,-')C, ' ' ;f- • • ~'7,,()' 41 \. . ~--c~v ~ CORONA DEL MAR WATER MAIN REPLACEMENT C-3029 AllEY NO. 34-A, 35-A ML CI 1Y (QlF NEWJIP(Q)Rl BERCH lJ-5244-S 1---+----1--------------+---+--------,----t;C"H°'EC"°K'"EDs---J;;;DR;c;T;c-E-----i □RTE BY DESCRIPT!Ofl RPP'D. DESIGNED DRAWN SL RE'v!SIONS LD 1 Feb 1996 PUBLIC WO'<KS DEPRRTMEt, T SrlEET 5 OF 5 i' I I 0 ~ C "" u .,, 7 ~ '----- ~ (Ji