Loading...
HomeMy WebLinkAboutW_5330_SCITY OF ~·os·r~ ,vTA L ... ,.., wit . .) , ViCTOf/lA ::iT PROJECT LOCATION SY~/lBOL -◊·-PO\'.ER POLE OSCO SANITARY SEWER CLE/\NOUT (~) $.ANITA.RY SEWER M/,NHOLE (Q) STOR!.! DR/\1 1✓ MMlHOLE Cl Flf?E HYDRANT D WM WATER METER i'30X & SER\/lCE CJ PB PULL BOX c:: GM 01\S METER ©\'N WATER VAL.VE /j, MONUMENT -X··X-X-· FENCE (J {J SHRUBBERY ™ffili BRlCl(WAU( j: :: \·.' • <] CONCf<EfE ~///t//✓~.:a BUILO:NG ·-· -ff.-,,·--CENTERLINE -·· • S-,,-· SE\';fR UNE ---· f--fflEPHO:·JE UNE --CATV-CABLEVISION IJNE 'v'" SIGN ABBREVIATIONS (IN ADDil1C;J TO OREENBOO:< SECTION l-3.2) AB AGCRECA TE BASE ARV AiR RELiEF VAL \/E fo.CP ASBESTOS CEI.IENT PIPE AG ASPHALT CONCRETE BC B[GiN CURVE BCR DEGiN CURVE RETURN BVC BEGiN VERllGAl CURVE BLK BLOCK CATV CABLE TV Cl GAST IRON 't CEMTERUN?. CNB CITY or NEVIPOfH BEACH CLASS CLR CLEAR C&G CURB AMI) GUTTER E [ASf/EJ.ECTRiC [C EM) CURVE ECR ENJ CURVE RETURN EVC HD VERTICAL CURVE EXIST EXISTING FLG FLANGE FLANGED END Ft FLO\'/ IJNE PJ FORCE MAIN G GAS GV GATE VALVE GB GRAGE BREAK GE GROOVED END IP&T IRON PIPE AND 1A.G LT LErT MAX MAX:!.lUM M,I MECHANICAL JO:NT MIN fl!NiMIJU NG NA nlRAL GROUND N NORlH NTS NOT TO SCALE NO NlHJB[R OC OR!GtN/\1. GROUND PE PLA!N END PHOP P:·lOPOSED PB PllLL BOX RCP REINFORCE::J CONCRETE PIPE RET RElAINING RT RIGHT SCH SCHEDULE S SE:WER SCO SEV!Efl Cl.FANOUT SMH SE\'/ER MANHOLE SHT SHEET SW SIDEWAU( S SOUTH SCF SOIJT!iERN CAUFORNIA EDISON SQ SQUARE SR STEEL T IELEPHONE W WEST IV/ATER ' VI/ \'.lTH CITY IRVINE CONSTRUCTIC>N NOTES Cl) REMOVE EXISTING 6-INCH ACP WATER MIIIN, FIH:NG. AND VALVES. RETURN TO CITY'S UlllJTY YARD Af 949 WEST 1ffill STREET (2) CONSTRUCT 6-!NCH DIAMETER PVC: C-900 CLASS 150 WATER !MIN, -PAVl:].iENT, BACl(FllL AND BEDl)'l,G PJ:f{ CNfl STD-105-L-A MJD sm-105-:.-8 G.J INSTAil. 2" WA1I:R SER\c,CE AND/OR CONNECT TO EXISTING SER\,CE LINE AS SHO\'.N ON 11,E PLAN. USE COPPER COIJPUNG, i,l!SGO OR EQUIVALENT OOM[:S-OC COPF[R flT11NG IF .~DDlllotlAL srn\ilCE U',!E OVHl 20 FEEi IN LENGTH !S REQUIRtD TO REACH UAIN f"''\ ~ REMOVi: EXIST1NG \'/ATER ME1ER AND INSTALL I' itE1ER SERv1CE FER CNB S1'D-··502-L. SERV(CE SADDLE SHALL BE BRONZE \\ffH ,t\ DOUBLE BAND STAINLESS STI:El STRAP (~) INSlft,LL NE\'/ ll" DIP FLANGED CCIJP:.ING ADAP1ER (f) NOT USED. (I) /ll?A:.OON EXIS'TING ACF' \'/ATER MAIN, PLUG [NOS \,H!J CONCRETE -'"' (8,) NOT USED (j) INSTALL NEW 6" DIP 4S BEND (FE X l.',J) (Lqj !NS111LJ. NEW 6" DIP 45' flEND (M,J X MJ) (}J) >NSIALL MEW 6" DIP 45' BEND (FE X FE) @) INSTALL NEW ,;> ilES1UENT V/£DGE GAJE VALVE (FE X MJ) Arm RiSER PER CNB sm--t:i08·L AND sm--:,'1··l (f;s) J,JSTAU. NE\'/ 6' RESUENT ¥,EDGE GAff VAL V~ (FE X FE) AN0 RISER " ?ER CNB STD-508-L IIND SID-5'.1 .. L @ !NSTALL NEW 6' X fj" X 6" D'P 'TEE" (FE X ''E X ff) (,@) REMOVE JI.NI) REPLACE EXISTI'JG 4" SEWEil LA ,ERAL '°ER CNB Sffi-405-l !NCUJD:NG flT11rlGS AND GOUi'UNGS. L.~ TERA. REPLACD.'ENT LlJIGTH TO EXTEND 5' t.Ht FROM Yf'/E BRANCH FlTT'NG. '. RECORD DRAWINGS :1 ! These Record Drawings have been prepared based ~n info;_mation submitted: in part, by others. While this information is believed to be reliable, City ot Newport Beac~ is not . d Responsible for its accuracy, nor for errors or omissions w}uch inay have been mcorpmate i • ----' I into these plans as a result. . ----.. ---- '"" \!.~ NOT USED 11) lNS1AlL NEW fi" LO~·JG BOD'( fRANSrnON COU?LJNG (PVC X ACP) (18) iNSTAIJ. NEW fi" LOMG BODY lRAN:illlON COUPLING (PVC X PVC) ---· @ SA\'/CUT AMD REMOVE EXISTING CROSS GUT,ER ANO CURB INCUJD:NG RECUlR[{) s,,r;currn,G AMO REMO\/AL OF EXISTNG S".R[ET SECllON. (_@) GOhlSTRUCT CROSS GUI.EH AND/OR SPA.f1DREL PER CNB SlD--·185-L (W=[XlSTING} /',-(21) Si\\':CUT AND REMOVE EXIS'ONG CURB AND/CR CURB ANl1 GUTlER ·~ JNCLUDING flEQUIRF.D SA,':CJHING t,MD REUGVAL Of EXiS11NG STREET SECTlrnJ AND REPLAC[UENT OF FUU. DEPTH AC SLOT (PATCHBACK), W=f (221 COC:SlT!UCT HGLLEO CURS AND GUHER PER on,,.11. c:EREON. ----~' r.;:0 'N"7'U "[''.'/ TI>DU'"[ 8Lnc·1c 1°•''R r·,1°, ''ID·-~1("··l ,.-C.)j, .'.J;,r, _ !ii ~ liUl Ji "' \ t:. .,., L ,~ ,~, 1 . ·-(f:i) FURNISH AND lt•1S1Ali f'frlE H'IDRMH, :N'.:LUlliNC 5" RW (FE X b!J) GATE VALVt. AND Ri::;rn, PER CN6 SID-500-L sm-508-·:.., AND S'fll .. 511-L N,D [)[C,l,L ·c· SHEET 2 (35) PAINT STRIPING; STWP.iNG SHl\LL GENERALLY CONFORM TO THE CURRENT -CAl•FORNIA MAriUAL OF U1l'F0flii 1R/l.fflC CO>HROL Q!:.\1CES (MUTClJ) 2006. @) PR01ECT IN Pl.ACE @) P NIF C!JR3 l.'f31TS AND COLOR PER PLAN, ,,.,-!2~ '""T''j FiR" ll'"''>'NT ,i,o•,'"R 0""' ("'~ <cTIJ ,,oo l '.d} !f'!I~.\ HL_ ,,t, .lc.i/,t\ r,..-,,\i'\i'..; rt_'.'\ ,!,I d!L-::,,u,-,, ,.._,_,,1 I \ ' ' \ I • NO'. TO SCALE \ ' \ ' \ I I GENERAL 1\!0TES 1. ALL. WORK DETAILED ON THESE PLANS BE PERFORMED UNDEF\ CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE V11TH THE "STANDARD SPECIFICAT!ONS FOR PU'3UC WORKS CONSlHlJCTlOt,", 200:) ED ill ON AN!) SUPPLEMENTS TO DA TE, EXCEPT AS Oll7ERl'.1SE STl>,TEO !N THE CITY C,' NEVIPO~T BEACH DESIO, CRITERIA, STANDARD SPECIAL PROVISIONS, .AND ST.~NDARD DRA\'/INGS FOR PUBLC WORKS \;0NSTRUC110N, OR IN rn1s CCNlRACT'S SPECIAL PROv1S!ONS. EXISTING UNDERGROUND UTIUTiES ARE SHOWN ,\S PER AVAILABI.£ RECORDS, IBE CONTRACTOR SHALL BE RESPONSiBLE FOR VERIFYlNG THE ;,CTUAl LOCATION AND ELEVATION IN THE FIELD f'RIOF: TO BEGINNING CONSTRUCTION. 3 .. STATIONS REFERS TO CENTER LINE OF STREET AND PR0\1DED FOR REFERENCE ONLY UNLESS NOTED OThERV~SL 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER lll/>.N FIVE (5) FEET IN DEPTH SHALL BE EFFLCllVEL Y GUM,DED BY A SHGRING SYSTEM, SLOPING OF THE GROUND OR OTHER EOUIV/,LENT ME/\NS. WENCHES OR EXC/,\/AllONS LESS TH/\N Fi\lE (5) FEET IN DEPTH SHALL ALSO B[ GUARDED V~·lEN EXAMINATION INDICATES TiiAI HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOf,(S) SHALL OBTAIN A PERMIT l'O PERFORM EXCAVAllONS CR TRENCH \'/ORI< AS DESCRiBED IN NOTE '• ABOVE FROM CAL-.. IJSHA, 6. ALL WATER PIPE SHALL BE BEDGED PER CITY OF NEWPORT BEACH STD--106-L, AND ALL SAND lSED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL \'/ATER MAIN FITTlNGS SHALL BE MECHANICAL JO:NT DUC'!:LE iRON (CL 52 MIN.) UNLESS OTHERWlSE SPECIFIED. Al.L WATER MAIN FITTlNGS SHALL HAVE AN 8mm LOCSE POLYEll·i'Yl.ENE ENCASEMENT PER SECTION 207-9.2.6 CF il1E STANDARD SPECIFICAllON. POLYETHYLENE SHALL BE: TICH11.Y \',HAPPED AND TAPED TC PIPE l'11TH 10rnm VINY1. TAPE. 8. THRUSl BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTlNGS IN ACCORDANCE \/,0Tii TI!E CPY o, NEW!"·ORT BEACH STD·-510-,L. WATER M1\INS SHALL ~LAVE A MINIMUM OF 30" OF COVER FROM FIN'SHED SU!<FACE. 10. TH[ CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOI.IRS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (949) 644---3106. 11. THE CONTRACTOR SHALL NOTIFY THE FIRE D'::PARTMENT 48 HOURS IN ADVANCE OF ALL LANE Ci.OSURES, 12. ALL FLANGE JO!N1S SHALL BE -JOINED UTiUZING TYPE 316 STAINLESS SlEEL NUTS, WASHERS /.\ND HEX-HEAD '30LTS. GASKEIS SHALL BE FULL· FACED, CLOTH REINFORCED BUNA-N lllJUf3Efi, 13. Fe.EX ,\ND TIV\.NSlllON COUPLIMGS USED TO JOIN PIPE IN \'/ATER MAiN CONSTRUCTJON SHALL HAVE ALL THREl,DED PARTS AND JO!NING H/1.Rll\'IARE F.i'.BRIC/\ TED FR(AI TYPE 316 STft.lNLESS STEEL 14. PIPE HARNESS /\SSEMBUES. VALVE AND 'iTTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE ,JG!NEG 1rnuz1NG TYPE 3'I 6 STAINLESS STt[L ALL -THREADED RCD, NUTS, BOLTS ANO WASHERS. CLAMPS. SHACl<LES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIAl BUT MdSf BE COATED UBERALLY Willi CORROSION PROTECTIVE MASTIC COMPDUND, 'i5. BOLTED CONNECTORS FABRICATE:D FROM TYPE 3H5 ST!,INLESS STEEL SH.ALL HAvE ALL THREADED PARTS COATED LIBERALLY WlTH AN APPROVED ANTI-SIEZE COMPOUND. 16. ALL BOLTED AND THREADED FASTENERS SMALL BE MANUFACTURED li4 THE UNITED STATES OF AMERICA AND SHALL CONfOf,M TO 1HE MINIMUM REQUIRMENTS FOR STRENGTH, MA lIRl/,L CONSTRUCTION AND DIMENSION AS ESTABLISHED BY AS.IM AND ANSI SPECIFICATlONS. AI.L FASTENERS SHA.LL BE ACCOMPANIED BY \'ftllTTEN CERTiclCATION FROM TrlE M /I.NU F ACTURER. '. 7. THE CON:RJ\CTOl-l SHALL REQUEST ll~SPECTION EROM THE PUBLIC V/ORKS DEPAfflMENT 48 HOURS lcJ ADVANCE OF PERFORMING /\NY W[)RK t,T {949) 644::33,H FOR PUBLIC WORKS, AND (949) 644-3011 ECF< UTIUTlES. THE PU!3UC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED /\f~rcR PLACEMENf OF FORMS i\NO PRIOR TO PLACEMErH OF ANY CONCRETE FOR CURB /\ND GUTTER SO THAT THE FORMS CAN BE CHECf(E[) FOR u~;E AND GRADE AND COi.iPATABIUTY \\HH EXISTING CONSIRIJCTION .. 18. WATER LINE DISTANCES SHO\VN O'.~ THE PLAN .AND IN THE ESTIMATED QUANllTIES ARE HORIZONTM. DISTANCES. 19. 11,LL MECHANICAL JOINTS SHALL BE iNSTALLED W1Trl RETAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATlON OF All WATER CONNEc·nm, POINIS PRIOR 10 COMMENCEMENT OF CONSmUCTION. 21. THE CON1RACTTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAGE INSULATED TRAC!NG WIRE PER THE INSTRUCTiONS FOR UTiU'lES REPRESENTATIVE, ALEX SOTO (949) 718--3410. 22. ALL SE'NER PiPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STIJ-106··L 2.~I. ALI. SEWER LINES TO BE OWNED, OPERATED, .AND MAINTAINED BY THE CITY OF NEWORT BEA.CH SHALL BE V:DEO INSPECTED /\FTER CONSTHUCTION BY TI-IE CITY. ANY SEWER LINE EOUND TO BE INSTALLED INCORREG1LY, DEFECTI\/E, DAMAGED, OR OTrlERV,1SE. COMPROMISED SHALi_ BE REPAIRED/REPLt,CEO AND REINSPECTED PRIOR TO ACCEPTANCE. ALL MATERIALS MUST BE APPROVED BY THE CITY PRIOR TO INSTALLATION. 1. TITLE SHEET 2. PL.t\N, SAINT JAl\~ES ROJl1D 3. PLAN, SAINT Jl,MES ROAD AND l<INGS ROAD 4. STRIPING PLAN ROLLED CURB DETAU_ iWT TO SCAlf C-4775 'TITLE SHEET SAll\11' JA~JlES ROAD Ai\lD ~(lNGS PLACE WATER ~11All\l REPLACEMEl\lT DETAIL C ' :P.s-,,. • -'6"41 ,0 ~ •. .....___:::." NTS ........... . . . . . . . . . . . ,~·.·:: / -.-. _: • _· • / ·.-: ··."/:-'.. •/• . '. ' o'" <::I 'd' ' , , ----+---S I I RECORD DRAWINGS 7+00 , , , , ./ ...... ' ...... ...... •. :,<< • '" .. • ·- ei;,J',,. • o.b )- ~ G'..r ~~. ~+ G'. L EXIST. a· vcP ~-It- SAINT '. t-=t,:l•~•-"•~•Ei'll•llliii"'"'""•a:1111.£:!-V \ Iv \ EXIST. HYDRANT \ I I \ I \ JAMES \A4J ~,(~ -,,. ---------- 2+00 ------ 616 EXIST. 6" ACP MAIN) 23 / ~_§) EXIST. 6" GATE VALl/f. I ~ ', A414 629 _l 633 1 \Jv.M .. 'WM~--------------------~ ~ ---------'------------------.-Lr--- 619 625 ------- 4+00 ___ ,_ ---_, __ _ ___ ,_ ---_, __ _ -------s-----t--t--------S SMH EXIST. GAS MAIN~ G --------G----- --',c"-------------------.1------------------------____ T____ I -- WM,,~ I 0/ i 636 I -......... ----- I I \ SAINT ~ \ \ J 622 JAMES ROAD I I I I ~ SCALE 1" 20' ' ' 641 701 ------ g 23 12 ~ t-- \ -,. 0, 1/ .., ,;f ~ ,, s~tGs lri Sf;~~r I J I DETAIL A I I \ '(j "~ \ / NOT TO SCALE . I ;; -1--<-I!; 1'l-' ~ ------- -------------- J ' -------- ------- ~ -------~ \ \ I I DETAIL B / ~ NTS ____,,,,, CONSTRUCTION NOTES (3} CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 150 WATER MAIN, PAl/f.MENT, BACKFILL AND BEDDING PER CNB STD-105-L-A AND STD-105-L-B @ INSTALL 2" WATER SERVICE AND/OR CONNECT TO EXISTING 2" SERVICE LINE AS SHOWN ON THE PLAN. USE COPPER COUPLING NIBCO OR EQUIVALENT DOMESTIC COPPER FITTING IF ADDITIONAL SERVICE LINE 01/f.R 20' IN LENGHT IS REQUIRED TO REACH MAIN @ INSTALL NEW 6" RESILIENT WEDGE GATE VALl/f. (FE X FE) AND RISER PER CNB STD-508-L AND STD-511-L @ INSTALL NEW 6" X 6" X 6" DIP "TEE" (FE X FE X FE) @ REMOl/f. AND REPLACE EXISTING 4" SEWER LATERAL PER CNB STD-405-L, INCLUDING FITTINGS AND COUPLINGS. LATERAL r lC IC I 9\~-\ 0 REMOl/f. EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB STD-502-L. SER\11CE SADDLE SHALL BE BRONZE WllH A DOUBLE BAND STAINLESS STEEL STRAP C REPLACEMENT LENGlH TO EXTEND 5' MIN. FROM WYE BRANCH FITTING , ...-SMH ,...-c:J 6' \J s- ...-t~s"I.- ROAD ' ' \ I I I I I \ I I I , INSTALLED WATER WM 1 I ~METER TEST STATION ) , I I I I I I I I I I I ~------ 1 I I I I I No. 70740 Ezp. 06--30-11 CIVTh ~CA\, ® INSTALL NEW 6" DIP FLANGED COUPLING ADAPTER N.I.C. @ SAWCllT ANl:l REMOVE EXISll~IG GROSS GllTTER ANl:l GllRB INGLlll:llNG REQUIRED SAVICUTTING Atm REM0\'AL er EXISlltrn SlREEl SECllett N. I. C. @ eet6fRUCl cRess GUTTER Atm/eR SPAtmREL PER eNB (!) ABANDON EXISTING ACP WATER MAIN, PLUG ENDS WITH CONCRETE S:rB 185 L. 1N DEIS=FIUS. N.I.C.@ SA'.'/GllT ANl:l REMO','E EXISllNG GllRB ANl:l/OR GllRB AND GlcJTTER INGLlcJDING REQlcJIRED SAWGlcJTTING AIJD REMOVAL OF EXtSllNG SlREET SES"Fle•~ ANB REPLASEMEPH er R:JLL BEPll I AG SLBT (PAlGI IBAGI(). .,., 1'. ® INSTALL NEW 6" DIP 45' BEND (FE X MJ) @ INSTALL NEW 6" DIP 45' BEND (MJ X MJ) @ INSTALL NEW 6" DIP 45' BEND (FE X FE) @ INSTALL NEW 6" RESILIENT WEDGE GATE VALl/f. (FE X MJ) AND RISER PER CNB STD-508-L AND STD-511-L P/L 12' 18' I 60' i--~-=--= _------___._ - -~ - - -_!Bi (J ,-, 0 I EXIST CATV~ c~XIST 6" ACP MAIN ~ I PROPOSED 6" PVC @ CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 1. @ INSTALL NEW THRUST BLOCK PER CNB STD-510-L @ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE VALl/f. AND RISER, PER CNB STD-500-L, STD-508-L, AND AND STD-511-L AND DETAIL "c" SHEET 2. P/L 18' 12' ,-, '-'-EXIST SEWER MAIN TYPICAL STREET SECTION SAINT JAMES ROAD NOT TO SCALE C-4775 REVIEWED l-----l---l-----------l----lo:pArnTRm'1cK•A..,Rci'iii1Nrn1EG-.A'Rir'i'CEc-c;7;,-;074:.n0 1 ST. JAMES ROAD AND KINGS PLACE SENIOR CIVIL ENGINEER WATER MAIN REPLACEMENT 12.6.11 PA AS BUILTS PA DAlE t-o_A_TE~_BY~~---D_Es_cR_1P_Tio_N _____ ~A-PP_'o_ • ...,o,,.,Es=1G=N=EO-~P'-'IA1c-DR=A,,..v.tJ~MG=R=Ac"'-'-l1A CITY OF NEWPORT BEACH REVISIONS CHECKED MS DA~g MAY 2011 PUBLIC WORKS DEPARTMENT W-5330-S 2 OF 4 C C L C ,- <C L \ \ , , I / I , \ , / ~ I , I ,,/\ / \ , , / '% / ~ --- \ P/L \ i-- \ \ \ I I I 1ST 6" ACP MAIN '\ N.I.C DETAIL F \ ) 12· ---l I \ I I I I 515 L \ \ I I I I I I I I \ \ \ \ 18' ' I I I I I I 60' 18' (-,....--EXIST SEWER MAIN _, TYPICAL STREET SECTION KINGS PLACE 60B NOT TO SCALE SMH Qt----s------- ------------------l'M-1 WMI, \.. ri\ 0/'i ~ 612 12· I I I I I I P/L CONSTRUCTION NOTES ® CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7 @ CONSTRUCT 16-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7 0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB STD-502-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP ® INSTALL NEW 6" DIP FLANGED COUPLING ADAPTER ® INSTALL NEW 16" DIP FLANGED COUPLING ADAPTER 0 INSTALL B" X 6' REDUCING 'T" (FE X FE X FE} ® INSTALL NEW 6" DIP 45" BEND (FE X MJ) N.I.C. N.I.C. @ INSTALL NEW 6" DIP 45" BEND (MJ X MJ} 623 I -------------- lli;j -- ~ J ,' ~------------ 0Y;1/ - ; I ,' 618 ' I @ INSTALL NEW 6" RESILIENT WEDGE GATE VALVE (FE X MJ} AND RISER PER CNB STD-508-L AND STD-511-L @ INSTALL NEW 6" X 6" X 6" DIP "TEE" (FE X FE X FE) @ INSTALL NEW 16" X 16" X 6 DIP "T" (MJ X MJ X FE} @ INSTALL NEW 6" LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL NEW 16" LONG BODY TRANSITION COUPLING (PVC X PVC} @ SAWGIJT AND REMOVE EXISTING GIJRB AND~R GIJRB MID GIJTTER INGWBING REQUIREB SA~/CUTTING AtlB REMOVAL OF DEIS'IING SlREET SECllotl AIIB REPLACEMENT OF FULL BEPlll AC SLOT (PATCI IBACI(). \',' 1' @cotlSlRUCT ROLLEB CURB ANB GUTTER PER BETAIL ON SI IEET 1. @ INSTALL NEW THRUST BLOCK PER CNB STD-510-L @ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE VALVE AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L AND DETAIL "C" HEREON I I I ---- I ----- SCALE 1" -20' DETAIL C NlS 717 ---------------- 11+00 LU U) SAINT JAMES ROAD I I @JI~---------,---~ ·-•••••• •· ••• ~,,,, ~--~-i 1 706 / -------WM■~--g I 500 611 I I I I I 605 ©\: ;© I I I \ I I 640 I I I ,::; I I I ---------------_L ~--~ -- --- ----- ----- --- --- --- --- --~-----~-~--- --- --- --- ---'1' I I I I - - - ------'[I/-- - - - - --rv------ - - - --w--- - - - - - --rv--Tv------=l=---7 00 3+92 KINGS PLACE \ / 712 ©I: 4 f:. SEE SHEET 2 : I SAINT JAMES ROAD I ~ I~ <I i-_ ' , ' , , , ' , , , , NTS --_ ----:-:=::;,t;' '-/-l~+-=--=~~/'/30\;j+~oof--__ ___L __ -5---~-----~-----1~+_00 ____ ~----11r-~----~-1--1----2~+0_0_~( EXIST B" SEWER 3+00 -=~5-+-97_S_A-l!;IN_T_J-AM-E~S-RO _A_D----,./-..,,,,!t,--;,-----t-{➔-:-;c-'~ "' ----;;;;::=.---s-i;;H SMH '° S U -~~ ~ ~ , , '~-~l-------------------"'T""'T"----'------,:---------.....11.....1i....---------r--r-----::=~~~~~0014--+-----------""'T-'----rl ----l ' , , , I I I (5) 2 23 14 "(__-----.J~ ~ (® \ ~ 7 /EXIST 6" ACP MAIN \ / /IH---L ___ _ /'--EXIST 6" PVC MAIN I / OB I, 1.,: f/:!111--~-LEXIS~. 6" ACP ~AIN . .'.'::.\.i.) / ·:.·.·:::.:,4~ __.., -+ --- '' , , , , , I~ I I I I I I ______________ ....,..,__ ______________ ~-- 420 606 612 KINGS PLACE RECORD DRAWINGS t-:i,D.1-::,e.,= No. 70740 Ezp. 06-30-11 CIVTh ~CA\, co. I .... \ '3 I I I \ ' I '\ \'f \ \ \ I \ I I \ \ \ \ \ \ C-4775 REVIEWED l----l---l------------l----lo:pArnTRm'lcK•A..,RCi'iiilNrniEG-.A'Rir'i'CEc-c;7;,-;074:.n0 1 ST. JAMES ROAD AND KINGS PLACE SENIOR CIVIL ENGINEER WATER MAIN REPLACEMENT 12.6.11 PA AS BUILTS PA DAlE I-D_A_1E~_BY~~---D_Es_cR_1P_Tio_N _____ ~A-PP_'o_ • ....,o,,.,Es=1G=N=ED-~P'-'IA1c-DR=A,,.v.tJ~MG=R=Ac"'-'-l1A CITY OF NEWPORT BEACH REVISIONS CHECKED MS DA~g MAY 2011 PUBLIC WORKS DEPARTMENT W-5330-S 3 OF 4 r lC IC I C F e::: f--- C'' C L C ,- <C L "' ' ' "' ' ' "' "' "' ' ' I 7. I 6~,,"' ' ' "' ' ' I I ', I "', I ' ','!' ~~',"' ~~r', CONSTRUCTION NOTES @ PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAmc CONTROL DEVICES (MUTCD) 2006. @ PROTECT IN PLACE. ® PAINT CURB LIMITS AND COLOR PER PLAN. @ INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L ---- ,',,,, ,> I I I I I I . . • ~<;-✓ '-, ,t,,,r // /<?¼~_:: .. I ... ---- I I I I I I I , I I I I I I .... I I I I STRIPING ----- \ PLAN I I I /, ' I 27 28 "-, t:Jfv' // ....., No. 45521 Exp. 12/31 /12 SCALE 1" 40' ....___ GENERAL NOTES 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERt.lOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. 10. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. NOTES: 1. WORK TO BE DONE WILL BE RED CURB PAINTING AS SHOWN ON PLAN. 2. STREET STRIPING SHOWN ON PLAN IS EXISTING. CONTRACTOR TO DO STRIPING REPAIR TO MATCH EXISTING ON PORTIONS AFFECTED BY EXCAVATIONS FOR WATER PIPE LAYING. PORTIONS AFFECTED ARE: STA 7+50 TO STA 8+00 SAINT JAMES ROAD STA 11+70 TO 11+85 SAINT JAMES ROAD STA 13+60 TO 13+75 SAINT JAMES ROAD STA 15+00 TO 15+20 SAINT JAMES ROAD STA 01+ 75 TO 2+00 KINGS PLACE RECORD DRAWINGS r=,DW--· C-4775 r lC ,c I e::: f--u· -u_ C L C ,- <C ,---..--....------------...---r.,==,-------"'T"--------------------1 ',"= REVIEWED lL -c l---l---l------------1----I-ANrurmioN"'Y"E.°'BR"'"INEeorRc'F"°E -..455..;:21,I ST. JAMES ROAD AND KINGS PLACE ~ TRAFFIC ENGINEER WATER MAIN REPLACEMENT DAlE t-D_A_lE~_BY~~---D_Es_cR_1P_Tio_N _____ ~A-PP_'o_ • ...,o,,.,Es=1G=N=ED-~P'-'IA1c-DR=A,,...v.tJ~MG=R=Ac"'-'-l1A CITY OF NEWPORT BEACH REVISIONS CHECKED AB DA~g MAY 2011 PUBLIC WORKS DEPARTMENT W-5330-S 4 OF 4 L