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HomeMy WebLinkAboutW_5291_SCITY OF COSTA MESA VICTORIA ST JOHN WAYNE ..>J' AIRPORT PROJECT -=-c,=-- LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND ABBREVIATIONS POWER POLE AC SANITARY SEWER MANHOLE AB BC ASPHALT CONCRETE AGGREGATE BASE BEGIN CURVE FIRE HYDRANT WATER MElER BOX D GM GAS MElER 181 VALVE POWER POLE ANCHOR -x-x-x-FENCE ==== BLOCKWALL 0 TREE ASPHALT PAVEMENT _ _ _ _ EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ___ (i_ ___ CENTERLINE ----s----SEWER LINE ----W-----WAlER LINE --G--GAS LINE -E--POWER LINE SIGN 2 CATV CUB CABLE TV CRUSHED MISCELLANEOUS BASE CUP CORRUGATED t.lETAL PIPE DIP DUCTILE IRON PIPE OWY DRIVEWAY EC FE LF MJ N PCC PVC RW R/W sco so SW VCP END CURVE FLANGED END LINEAR FEET t.lECHANICAL JOINT NORTH P~TLAND CEMENT CONCRETE POL YI/INYL CHLORINE (PIPE) RESILIENT WEDGE RIGHT OF WAY SEWER CLIEAN OUT STORM DRAIN SIDEWALK ,, VITRIFIED CLAY PIPE SHADING LEGEND PORTLAND CEMENT CONCRElE I 1 : I : I I BRICK L-© JOIN EXIST. PVMT EXIST. PVUT PLAN VIEW ll 20' ALLIEY FLOW LINE ) AROUND SSMH TYP II,. r--T11' . 2% MIN. ---·-.. ~ SSMH COVER SECTION(!) DETAIL F It JOIN EXIST. PVUT EXIST. PvMT SSMH IN PCC RIBBON GUTTER N.T.S. C' ::fv.ou. .5'91> CITY OF IRVINE ut-11\/E.RSITY SHEET INDEX St!EEI ND. DESCRIPTION 1 TITLE SHEET 2 WA lER PLAN SHEET #1 J WAlER PLAN SHEET #2 4 WAlER PLAN SHEET #3 5 WATER PLAN SHEET i/4 6 SEWER PLAN C) SHEET 2 CALL fOLL FREE 1-800-422-4133 BEFORE YOU DIG CEvi nN -1 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC lELIEPHONE COMPANY CITY OF NEWPORT BEACH (UTILlllES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLIE UNDERGROUND SERVICE ALIERT TELB;PHONE 1-800-t624-8153 1-800-+611-1911 611 949-644-3011 714-9~2-2411 949-512-6222 1-800-+422-41J3 PUBLIC WORKS DEPARTMENT APPROVED: APPROVED: PENINSULA POINT WATER MAIN REPLACEMENT C-3462 DATE: 8-1,-oz.. UBLIC WORKS R.C.E. NO. 36106 wtl8,1fl(/ CITY EN 7(] R.C.E. NO. 24967 DATE: { I 11 I l \ I I I I I I I ' ll I' .....J SHEET 3 SHEET 4 AND 5 \ LOCATION MAP NOT TO SCALIE APPROVAL RE<nlMENDED UTILITIES DIRECTOR R.C.E. 2555J DATE f:• zi-o '2. APPROVAL RECOMMENDED .J>i~ , ~ J ,,4, ,.w GENERAL SER'v1CES DIRECTOR DATE APPROVAL RECOWMENDED 'TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DISPOSITION NOTES DJ PROTECT EXISTING PCC RIBBON GUTTER IN PLACE. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STA TED IN THE CITYS STANDARD SPEaAL PROVISIONS, OR IN THIS CONTRACiS SPECIAL PROVISl91i,S, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICAllONS FOR PUBLJC WORKS CONSTRUCTION, 1997 EDITION ANO SUPPLIEMENTS TO DAlE . 2. EXISllNG UNDERGROUND UllLITIES ARE SHOWN AS PER AVAILABLIE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLIE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILJllES. 3. STATIONING REFERS TO PIPE STAllONS UNLESS OTHERWISE INDICAlED. 4. THE WALLS ANO FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALIENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FlVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAUINA TION IND1CA TES THAT HAZARDOUS GROUND MOVEMENT t.lAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L, AND ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL WATER MAIN FITllNGS SHALL BE MECHANICAL JOINT DUCllLE IRON (CL 52 t.llN.) UNLESS OTHERWISE SPEaFIED. ALL WATER MAIN FITllNGS SHALL HAVE AN 8 mm LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 mm VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLIED ON ALL WAlER MAIN FITllNGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L 9. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARlMENT 48 HOURS IN ADVANCE or A SHUTllNG OFF OF ANY FIRE HYDRANTS AT (714) 644-3106. 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JDINNTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL • 14. PIPE HARNESS ASSEMBLIES, VALVE ANO FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS SlEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLIES AND OTHER HARDWARE MAY BE CARBON SlEELS OR DUCTILIE IRON WHERE APPROPRIAlE, BUT MUST BE COAlED LIBERALIS WITH CORROSION PROlECllVE MASTIC COMPOUND. • , 15, BOLTED CONNECTORS FABRICATED FROM TYPE J16 STAINLESS SlEEL SHALL HAVE ALL THREADED PARTS COAlED -' \\ • LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. ,r, 16. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACnJRED IN THE UNITED STAlES OF AMERICA AND SHALL \ • CONFORM TO THE MINIMUM REQUIREUENTS FOR STRENGTH, MAlERtAL CONSTRUCllON ANO DIMENSION AS ESTABLISHli!IEt'_,.. BY THE ASlM AND ANSI SPECIFICAllONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 17. THE CONTRACTOR SHALL REQUEST INSPECllON FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, AND 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOllflED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FDR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCllON. 18. WATER LINE DISTANCES SHOWN ON THE PLAN ANO IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 19. ALL MECHANICAL JOINTS SHALL BE INSTALLIED WITH RETAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WA lER CONNECllON POINTS PRIOR TO COMUENCEMENT OF CONSTRUCTION. 21. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE INSULAlED TRAaNG \\IRE PER THE INSTRUCllONS FOR UllLITIES REPRESENTA llVE, LOREN LOVE (949) 718-3410. 22 ALL SEWER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH ST0-106-L. 23. ALL SEWER LINES TO BE OWNED, OPERA TED, AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CONSTRUCTION BY THE CITY. ANY SEWER LINE FOUND 1l!Q BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED, OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND M:INSPEClED PRIOR TO ACCEPTANCE. CONSTRUCTION NOTES REMOVE EXISTING 6-INCH SlEEL WATER MAIN, FITTINGS, AND VALVES. RETURN TO CITY'S UllLITY YARD AT 949 WEST 16TH STREET. CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, BACKFILL AND BEDDING PER DETAIL E ON SHEET 5. CONSTRUCT 6-INCH DIIIMETER PVC C-900 CLASS 150 WATER MAIN, BACKFILL ANO BEDDING PER DETAIL E ON SHEET 5. REMOVE EXISllNG WAlER METER AND INSTALL 1• METER SERI/ICE PER CNB STD-502-L CONSTRUCT THRUST BLOCK PER CNB STD-510-L. INSTALL FlRE HYDRANT, INCWDING 5• RW (FE,MJ) GA TE VAL VE AND RISER, PER CNB ST0-500-L, STD-508-L, ANO STD-511-L CUT AND CAP EXISTING 6-INCH STEEL WATER MAIN. INSTALL 8" RW (FExMJ) GAlE VALVf. AND RISER PER CNB STD-508-L, AND STD-511-L INSTALL 6" TRANS/llON COUPLING. INSTALL 6" FE • MJ DIP ADAPTER. INSTALL 8• • 6" DIP REDUCER (MJ x FE). INSTALL 8" DIP CL-52 MJ x FE ADAPlER. INSTALL 8" x 6" (FE x FE) DIP CL -52 MJ ADAPTER. INSTALL 8" x 6" (FE x FE) DIP CL-52 TEE. INSTALL 8", 90" DUCTILE IRON BEND (MJ x FE). INSTALL 8", 22.5" DUCllLE IRON BEND (MJ x FE). INSTALL 8", 11.25" DUCTILE IRON BEND (MJ x FE). CONSTRUCT RIBBON GUTlER PER APPLICABLIE PORTIONS OF CNB ST0-140-L CONSTRUCT ALLIEY APPROACH PER CNB STD-142-L, TYPE A. CONSTRUCT 5' MINIMUU WIDTH J" AC OVf.R 3" AB. REMOVE EXISTING 8" VCP SEWER REMOVE EXISTING SEWER MANHOLIE CONSTRUCT 8" VCP SEWER 111TH BEDDING, BACKFILL, AND TRENCH RESURFACING PER CNB STD-105-L-A, AND ST0-106-L. SUBSTITUlE 3/8" CRUSHED ROCK INSTEAD OF SANO FOR PIPE BEDDING. INSTALL 48" DIAMElER t.lANHOLE PER CNB-401-L CONSTRUCT t.lANHOLE PER DETAIL F ON SHEET 5. INSTALL NEW 6" VCP SEWER LATERAL AND CLEANDUT (AT PROPERTY LINE) PER CNB STD-406-L. BEDDING, BACKFILL, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND CNB STD-105-LA, ANO STD-106-L. SUBSTITUlE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. C-3462 \ ..... ..... I I vi ... ..... ..... I (/) I I \ ~ I \ I \ I 0 \ _...,= __ _, ' C.---0 ·• -:...: \ --I I ..... I ':', I \ I 1---r\ I ~'~ _..., -~/ ~ --- \ s: (/) )> m -I m n )> I CDC: oz <m m (J) ;a -I -)> G) ~ I o, -I + 0 0 ..... ~ "" .{'._ ~ I I I ~ ~ \~ 9 SMH 0 0 sco 1555 4 11 \ \ \ I I I • I I I I I 111 I I I : I I I .J I - 1501 I I R/W I I -I I ~ I I I I I : I I OCEAN 1505 I -I I -,----~--"·" I I ' I .J I I 4 I I 1509 : I 1515 I I • I I • =- E G - ... I I : I I I STA 10+42,00 • BEGIN CONSTRICT 8' PVC \JATERMAINI I OCEAN 1565 t·11 /~, : : : ! I I 1 __ , 1510 I 1 I 1569 I ti ii ! I • I I I 4 I I ~ I I I 4 1573 4 1517 I r' l ,-, • I I I I • I • I I -I I I 1521 I I I I I : I I - - - E --, I . I . I -I I I \ \ I I I I . . I 4 1577 1516 I • I I BOULEVARD R/W --1 -I I • 1525 I I 1531 I I I I 4 I I 4 I I ------_J • . . I 'J : __ -,:~_ G ~·. ~ I . . I I BOULEVARD 1581 4 r.i...:..~~~~~W=:.i:iL" --=-,7:.bz±::::::l.b~ ~, ...;;;;_..JjM - -I ----., -~ G b G 1558 .------1 1560 i l 0 I . 1 • .--------, I I 1570 I I I I // ' ' ' ------11 4 /I. f I • 1572 I I \ I r __ J I -. I . . I 4 1576 I I -I I I 1537 I I I I 4 I -I I. I 41 d .wt p _ __,. 'J I I I I \ _j STA 19+32.00 SEE DETAIL A 1589 4 --- 15B0 I I I I I \ - I I \ 1541 -·~. - en I -I ;a m m \ . . I I I I I I -I > ~ ~ ' I ·,1 I I 1\ l I I ' ' I l I I I I : \ I I / D i/ I ~1 I I I 1545 4 ·-,:·,~::-:_. ; / / I I I I I I I I I {. I I P! I I I I I I I I I I I I 1 I I I I ! /I~ I • ti I -. I ;ii. 1--' I 1549 Ii, 4 \ I : I " ---.. -. -:' . . -~-=:·- I . . I . I r J 1703 -I I I I 4 I 4 I I -----~-\ 1700 I I I - I I • I I \ ' I I I . . I I I I I I GMI 0 0 + I- LO LL ~ w <( _J I-s en o w _J Zw -...J en Iw Ow ~ en ~ 0 0 + 0 C'\IC"') <( I- I-w en w wI z en :J w IW u en ~ ~ CONSTRUCTION NOTES G) REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTINGS, AND VALVES. RETIJRN TO CITY'S UTILITY YARD AT 949 l'EST 16TH STREET. {I) CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, BACKFILL AND BEDDING PER DETAIL E ON SHEET 5. © REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB STD-502-L ® CONSTRUCT THRUST BLOCK PER CNB STD-510-L. © INSTALL FIRE HYDRANT, INCLUDING s· RW (FExMJ) GA TE VALVE AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L. ® INSTALL 8" RW (FExMJ) GATE VALVE AND RISER PER CNB STD-508-L, AND STD-511-L ® INSTALL 6" TRANSITION COUPLING, @) INSTALL 6" FE x t.1J DIP ADAPTER, @ INSTALL 8" x 6" DIP REDUCER (t.1J x FE). @ INSTALL 8" DIP CL-52 MJ x FE ADAPTER. @ INSTALL 8" x 6" (FE x FE) DIP CL-52 TEE . @) CONSTRUCT 5' MINIMUM WIDTH 3" AC OVER 3• AB. DISPOSITION NOTES [j] PROTECT EXISTING PCC RIBBON GUTTER IN PLACE. 2 12 14 5 DETAIL A -.. -.. _L .. -.. _L .. -.. _L .. -__,________ .. _L ··-·-J__. -·· J_ .. -.. J_ .. --· J_ .. -N. T.S. 5/05 MG fr,_ A<;; BUIL-1 214 1/03 MS 1 SEWER LA lERAL ADDITIONS 31-02 DATE BY DESCRIPTION crvn.~ Qi'CAL REl!SIONS DATE ., ·"-"'L-o'L. APP'D. DESIGNED DRA'ffl,j SC SCRUMBY CHECKED • DATE s 01 SEPT 2002 C-3462 PENINSULA POINT WATER MAIN REPLACEMENT PLAN CITY OF NEWPORT BEACH W-5291-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 5 .. ~ ~ en a mI m C: en z Im m en m -I -I ► I\.) I\.) 0 + 0 0 ~ en ~ m () mI ►r OJ -oz <m m en ::0 -I -)> G) I\.) I c.n -I + 0 0 I I I 1706 / . . 1707 I I I □ .r ~ -I I I L~ I 4 ~ I I I I I I I . - I I I I I 1711 I I I 4 I I GM 1'---L-l I I • I 1713 I I 4 I I I ~~'+-'--r----I I I I I ' • I I 4' ·r 1712 : \ I I I I , l ' . ' ,,_, I I I I IT I ' ~. • u .,.,____.......,-......,_ ;~ I I I ~ "'' ~ \, I 6 1-----7 · I I 1717 I I I 1718 . - I -- I . - I I I : I I I OCEAN 1723 rJ 4 I 1722 I I - I I I _, I I I 1-1 I I ___ J OCEAN 0 1724 4 E ----1 I I I 1730 • p.= I ,--- r- I I 4 -I -I I I -1 I . . 4 BOULEVARD R/W 1743 1740 r -J I I I I I I I 1744 R/W 1747 4 BOULEVARD - 2030 I I - I ' I -, ... 1..J 1751 I : I I I 1 2 20 I I .,,._,,~,,.__, I I J I 1755 . - l - - : I I I 1759 I : I I I 4 I I I . . I I I 11 -I - I : \ I \ 0 0 + I-- LC) LL Nw <( _J ~s CONSTRUCTION NOTES G) REMOVE EXISTING 6-INOi STEEL WATER MAIN, FITllNGS, ANO VALVES. RElURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET . ® CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, BACKFILL ANO BEDDING PER DETAIL E ON SHEET 5. (I} REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB STD-502-L. ® © CONSTRUCT THRUST BLOCK PER CNB STD-510-L. INSTALL FIRE HYDRANT, INCLUDING 6" RW (FExMJ) GATE VALVE AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L. © INSTALL s· RW (FExMJ) GATE VALVE ANO RISER PER CNB STD-508-L, AND STD-511-L. @ INSTALL 8" DIP CL-52 MJ x FE ADAPTER. @ INSTALL s· x s· (FE x FE) DIP CL-52 TEE. ® CONSTRUCT 5' MINIMUM WIDTH 3" AC OVER 3" AB. --=-------/ wO z _J _w 4 1750 ! ~\~ b I, : p 4 I\ 2034 11 I I R/W . r I I I I -I I • I I , I I 1752 I I l _J co Iw Ow ~ (/) ~ 0 0 + 0 C")~ <( I- I-w en w WI z Cl) :J w I W t) (/) ~ ~ DISPOSITION NOTES OJ PROTECT EXISTING PCC RIBBON GUTTER IN PLACE. 2 DETAIL A N. T.S. C-3462 PENINSULA POINT 1--1--1-------t----~ ~~;;;_a WATER MAIN REPLACEMENT 1/03 MS 1 SEV£R LATERAL AODITl()IIS DA TE PLAN DESCRIPTION APP'D. DESIGNED SC ORA~ SCRUMBY CITY OF NEWPORT BEACH W-5291-S I-....JL......J ____ RE __ VI_S1_0N_s _____ a....---11-;::cH::l't:::::CK~EDr----~DA..;TE<""""'='"""'1 PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 MS 01 SEPT 2002 DATE BY -- +- ,,. Cl \ s:: ~ (fJ CJ mI m C (fJ z Im m <n m -I -I ► (..u (..u 0 + 0 0 s:: (fJ ~ m CJ mI ►r CD -oz <m m <.n ;a -I -► G') (..u I o, -I + 0 0 2045 4 2042 2 2129 I I I I I I -' GM I I I I I I : I I I I I I ----__, - '-. 2124 I I I I 2049 L --, I i I I I 4 I I I rl I 1 2 20 ,_"'-i I -_/z---l I I I I I I 2046 L __ ~ I I OCEAN 2133 4 'l" I I \ I I I I I • I I I . .__.,. .. 2128 2053 : I 4 I. r--. I I ---- 2 2137 I ~ I 4 I 1 I I G OCEAN ------------.............. , ' ' ' ' \ I I I I I I BOULEVARD 1-w w 0::: I-r-------J 6 G 2054 1c..'·~· ~"--1 I r-:: ___ _ 16 5 15 5 DETAIL B N.T.S. 2060 C/) I ®77 !-.~· G 11 6 DETAIL C N. T.S. BOULEVAR!D I I 2141 2145 I I I I I : I --"' ~ 2140 I /I r, --' 1\ I I I )t -\\ . ,•,=,2.0 sc1'LE: 2153 R/W 4 .-·,_. ... _ -_· •. :: ·--,, . -· . -·· . -. :· -.-· .... · --.':""~'"':--""'·:""'.~,_ ___ _, ___ ..,. I I I I I . I , I I . I : I r----' -·. . --- 4 ~ 9 5 17 3 5 16 DETAIL D N.T.S. \ \ \ \ 2157 I \ I I I I 4 I \ I ------------ ~ J I /r--1 I· i I 4 I'! } I 2152 2148 1I'-' I r --' I G 4 2104 2161 E \ \ \ t- ---- 2156 4 2108 \ \ \ \ 2165 I ---I I I I 4 I I I . I 2 I I ..sco - G -v -- ·/( .\ I I ·1 -~~~. . ,.... f~----- 2117 I 2121 LI I I I I WM . ------- G 2116 R/W \ • \\ . '\''~20 5C1'l . .t;, - \ \ \ \ \ \ 2173 ~\ 2169 _, I (.'\ I \ \ \ 'I ·l 4 I • \ \ I . '\ --, ' \.. \ I ~~ ' ' ' WM / ' _: _ _.. 1/_ --.-:.;..;;,., I I I 2125 I 7 I . I I • I l I I I I I co ~ ,.. I I I I \ • 0 0 + I- LO LL Mw <( _J I-s en o w _J Zw -...J ca Iw Uw I-Cl) <( ~ CONSTRUCTION NOTES (i) REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTINGS, AND VALVES. RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET. ® CONSTRUCT B-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, BACKFlLL AND BEDDING PER DETAIL E ON SHEET 5. @ CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 150 WATER MAIN, BACKFlLL AND BEDDING PER DETAIL E ON SHEET 5. © REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB STD-502-L. ® CONSTRUCT THRUST BLOCK PER CNB STD-510-L. ® INSTALL FlRE HYDRANT, INCLUDING 6" RW (FE><MJ) GATE VAL Vf. AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L. 0 CUT AND CAP EXISTING 6-INCH STEEL WATER MAIN. ® INSTALL 8" RW (FExMJ) GATE VALVE AND RISER PER CNB STD-508-L, AND STD-511-L. ® INSTALL 6" TRANSITION COUPLING. @) INSTALL 6" FE x MJ DIP ADAPTER. ® INSTALL 8" x 6" DIP REDUCER (MJ x FE). @ INSTALL 8" DIP CL-52 MJ x FE ADAPTER. @ INSTALL 8" x 6" (FE x FE) DIP CL-52 TEE. @) INSTALL 8", 90' DUCTILE IRON BEND (MJ x FE). @ INSTALL 8", 22.5' DUCTILE IRON BEND (MJ x FE). @ INSTALL 8", 11.25' DUCTILE IRON BEND (MJ x FE). @ CONSTRUCT ALLEY APPROACH PER CNB STD-142-L, TYPE A, @ CONSTRUCT 5' MINIMUM v,mrn 3" AC OVER 3" AB . ·1 I I DISPOSITION NOTES II) PROTECT EXISTING PCC RIBBON GUTTER IN PLACE. B-INCH PCC VEMENT STA 41+32.67 END C □NSTRUC 8' PVC 1,JATERM N SEE DETAIL D STA 41+10.14 .,. STA 40+13.31 SEE DETAIL B BEGIN CONSTRUCT 8-INCH PCC PAVEMENT • ···:: __ :: ____ ......... -~-~~ : __ .. :_._.-.~~---~;;:-~--:::::;:·::-.::::?::.:,·::::: ' 1 • )I ,----G 2166 RECONSTRUCT RIBBON GUTTER PER SHEET 5 -------7' 2168 4 r-------- 1 2172 \ \ ~ ~ ~ -.s • -f -Q i -+ 10 8 6 4 I ' ' -------t------t------~--------11---------+---------I --------t-------+---------11----- ------t--------------- l-------+---------le---------------1-------1------- -------------+----+----+---+-----+--------+----:__-------t-----+-------+-------1-------+----_:_---_j_---L--_J --------+------+-----+------+------1---------1------1------ ---- I STA 10+00.00 i-------+--------- / BEG_I•• • • ,~ n, w,25 VCP SEw'ER - ___ ,___ __ j___/_,, ------ CONSTRUCT MA IIHOLE -{25)---- --------------11---------+---------l--------------l--------+-----_J---------- - -------------t------+-----------+------1------.,,C"---U."J-G. / ------+--------Alf.-----/ / -----------1------+-----~-----+--------/-'-------l----/ ~=-~~+----~-===--::=-c,--==------_-_+~--------:~~-~--_--_:__ --+---------1--------------1------- s ---+-----+------+-,-----+----- ------1------+---------I --+-------+-----+---------'---------- (22' 'TA 12+00,00 -----------1------+---------i----"'---+-------+-------I---------- ------j --' j - - ' J -.. 7 1-----------+------------=r~~ ~ i i CONSTRUC • 190.00 LF@ i C"\ :a"::::"':=+=====l=====t======t=====t,=====t======±==~~-L----J_ ____ _J ~ (J) a. . □ > +w a-' ~w i-------+--------t---+~--+-------+-----+------+------ :-:c > ---+---------1---f,,lj vz--+-------+-------1-----------+ - - l-------+---------l------l--------l--------1---------+-----1-' -------- I --t-------+-----1---------+---- --------1-------l--------l--------+---------+----------_J_-----------1---------+---------/------l--------l--------l--- 1-------+---------l------+--------l--------l---------+-------- - -------+------+-----+-------+-----1------+-------------l----------l------l ----- 10+00 \ PROFILE SCALE VERT. HORIZ. 1"=2' 1"=10' I I I d~ <('-• ----------+--~~ _ _J__ ____ _j_ ____ __j (/) z ---------+---------11-------+---------1 i ------____ L ____ _____, I---------1 I I 10 8 6 4 4'-o' EXISTING PAVEMENT \ i • TRENCH W1DTH BACKFILL BEDDING REPLACE PAVEMENT SECTION WITH 3" AC ON 3" AB (COMPACTION 95% MIN.) TRENCH SHEETING OR SHORING IF USED --. ./ ..... ~ z :::; UNDISTURBED SOIL DETAIL E WATER AND SEWER MAIN TRENCH N. T.S . NOTES 1. TRENCH w'IDTH SHALL BE D,D,+ 12' MINIMUM, DR □.D,+ 20' MAXIMUM INCLUDING THICKNESS OF TRENCH SHORIGN OR SHEETING 2, 3, 4. 5, 6, BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,3 EXCEPT THAT RELATIVE COMPACTION SHALL BE 90¼ MINIMUM, v/HEN THE MAXIMUM TRENCH w'IDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAw'ING vl!TH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MDDIFICATI□NS OF PIPE STRENGTH AND/DR BEDDING v/HICH v/ILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TD THAT PROVIDED IN THE CONTRACT. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTI□N 306-1.2,1, EXCEPT THAT• CA) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FDR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TD 90½ RELATIVE COMPACTION MINIMUM FDR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. w'HEREUPON THE REMAINDER OF BEDDING (AB□VE­ SPRINGLIND MAY BE COMPACTED C □NCURRENTL Y vl!TH THE BACKFILL. ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTI□ N 306-1.5, EXCEPT THAT• (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TD EXCEED 4' THICK, (B) APPLY TACT COAT AND FEATHER NEv/ PAVEMENT AS NECESSARY TD SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS v/!THIN □NE F □□T □F THE CONTACT J□INT. ALL TRENCHES SHALL BE PATCHED vl!TH AC PAVEMENT. CITY TD MATCH CONDITIONS TD vl!TH EXISTING IN THE FUTURE. ~ CONSTRUCTION NOTES END RECONSTRUCT PCC RIBBON GUTTER CONSTRUCT RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L. REMOVE EXISTING 8" VCP SEl'l£R REMOVE EXISTING SEWER MANHOLE CONSTRUCT 8" VCP SEWER 'MTH BEDDING, BACKFILL, AND TRENCH RESURFACING PER CNB STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8" SRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. INSTALL 48" DIAMETER MANHOLE PER CNB-401-L. CONSTRUCT MANHOLE PER DETAIL F ON SHEET 5. EXISTING 8" VCP SEWER PROTECT IN PLACE INV. 5.91 INSTALL NEW 6" VCP SEWER LATERAL AND CLEANOUT (AT PROPERTY LINE) PER CNB STD-406-L, BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND CNB STD-105-L-A, AND STD-106-L, SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. ,,..,...,------REMOVE INTERFERRING PORTION ~ OF El(ISTING 8" VCP ~ SEWEIR, PLUG END WITH ~ CONCRETE, AND ~-.._E _ ABANDON IN PLACE " ~ > ~>-_ -tr= ~~ - INV. 5.90 - CONSTRUCT NEW BASE _ __.- AND PROVIDE SMOOTH TRANSITION FROM INLET TO OUTLET DETAIL F SEWER MANHOLE #1 N.T.S. ----:;\---~ INV. 5.92 ..______ CONSTRUCT 8" VCP SEWER C-3462 AvDfESSI~ Ar't-'KOvtL ' ~ .£4v "'"'1 .. s11v~e., . ,,/ PENINSULA POINT ~~~ ' ~ ,;'ct,~~~11-~1--J----------+-a.;.;,/' INGI~!"-LMI cN~lNcm • SEWER REPLACEMENT fi ~ ,,.,a 1 ( ~ ~)!ill) R.c.E. No. 46214 PLAN ~· ." No 46214 :/ )I DATE ~-Z."L -o-Z.. <l\ 1~12-31-0~A"'// DATE BY DESCRIPTION APP'D. DESIGNED ORAl',t,i CITY OF NEWPORT BEACH w 5291 s ~~ fIV1\. al:"'t-3// .,___.,_..._ _________ __.__ ...... _____ ---:asc ... _s~c~RU;::::MB:.:.,aY • • ~~;:;~ RE',1SI0NS CHECKED MS )Alf, SEPT 2002 PUBLIC WORKS DEPARTMENT SHEET 5 OF 5 f i \