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HomeMy WebLinkAboutR_5639_SVICINITY MAP {IVtlfCAtc) I ) .. H"/2"EN ~~AG E,,,.,/ST/A/47 .SVOC~A'; O"V~ A.M::7 G'Ul"'"TE,.P1 S4h'C'u'T AtM:? ~Al'OYE TD /YEAA'E,S'T EA'/ST/IYG' c./a,'NT /,-,,:" H"✓Th"/.N ~' ~Ya.,1,0 ~N/NG'. A ---I I I ' '\ .. " "' I ~ ~:..J ,~.._ "' ' ~~ ~I ·~ ~'-. ~I s.i< P.C.C. 4PPR04Ch' ~ ." )'\ I ~ ~I I l,j . I I ~ GUTT£,lc _,; I I • 1 ~,,VO..,E ANO .4'EA!'.'.,4C'E ' /.,&" ~J OR LESS 7TY,P.) A ~..r/Sr/N@ uO/Nr PLAN . CURB OPEN/NG Q?.VL"R 7l:J BE l/.15'TAI..L£0 RD.SH WITH FIAI/SHcl/ OR#PE li'IS~R, C'Al<t.OER COtlP1.~R f STLJPFeR ro ee /N$'TALi.EO 6" BEi.LJW r7AI/J'HEO a,,wo.e '" CH/5.I!!"~" ""5·• /N CURLi 0¥£R LAT.I.R'A~ NOTES: L,4T£R,4L COV.<I.E"CT✓al\l Ae'.-? 6TO-4a6-L I. FOR -Sr~£ LESS TI-IAN //4" PcR FT, A 6" awtrcl'.'T.OV SHALL BE U.S'EO. MIN Sl.OPE = 1/6" PER FT. • Z FaR SEWeR CL61/NCJLJT ,q:,«>Eo /A/ BIOEl(,(,Uk, P.5!E B'R.:X'KS R<a:70L/CTS W/-R8 ·" M?. /-R(C-"NC'RET5 CVl/'E,'(') /S'/.4RKEO SEWe,<e; al? v.(R. -NO. /-R. 9-&cWeR C'LE4<.KJUT .%'AU. /,U::,L(/0£: ,4 STC?PP.e"R ~R R.tSEJ<:S /N TJ1/e SIOcWAi,I( v.!lc AflSS/C:W C'LA// ~=--r.9 "78.S. STOPFe'R "1-FOR SeW£R CLE/l,VOLIT P~E"O IN ALLEYS a'<' tAf:'IV'ell#Y.9 LI.SE BRCJt:?l<.S PROO<..:"T NO. 4TT C1R ,/~';<? M'.?. 4T ,U4RKEt? S!EWEK. ~ A?"" SEIPeR C~,QNt)UT A!/SeR L/,Se PIP£ OF THE S/141£ D/,41/4ETER AND /WITER/AL L/SEO IN TH£ AO✓cJ/N/AIC SEWeR L./4/E. 6• Stl.iJLE l,q,ff/L.,' ,<f"c."S'IDcN::'E9 .9H9LL B£ "1-'' GRAVITY SEWERS A!.-' OTHER" SIMLL de 6''. • ~ -' l/J.MPJ..IOL£ CLEAN OUT 5TD. 40G -L N.T.S --LP.L I 0-"' :, . .._, ~I N i Clr--" ~I ~l ~ l,j :;r '<; I ~'-. 4i~ ~I ' Cl i, ¼ 'l) ~ ~I ·x· \._ ;$ ~I .. ~ "l ! I '--CLIR8 U.VE ,,,- 'I.? 8. C. F. 4' APPIZOAC/1 BOTTON {NJ 4· ----- c<? e,-c.F a· MIN Z4 '* MAX. 3?' 3' • X. ·,,.-frop OFC/112 I I I "OROP I I '8 .t 14' IF OtJE WI/Y 1 ELEVATION lv,.·e-f? Jlr"R- ! "' ... <.> '-' 3:12 ,_/ 4 a: u. u. SATTER "' 6> °' "' "' 3 '-' ~ • 6' "" °' 0 0 u. u. ;:., i== -- INDEX MAP SCALE : 1' ; 40' z4• ~/' • ,;;· CURB .CAC'c ' "' -3/o' t,p ,v /1·1: AC:MTJ Y?--R/ ARE.4 C I.ti!" ~ PROJECT 5/TE EMERGENCY TELEPHO~E NUMBERS SOUTHERN CALIFORNJA GAS CO. SOUTHERN XALIFORNJA EDISON CO. PACIFIC BELL ClTY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION OlSTRlCTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT B35-0221 973-5491 739-3031 644·.oO\ I ' 962-2411 (fXT. 241) 642-3250 6~.4-4471 1-800-422-~133 i---------------=-2"-5_' _r:.co=-----'le=---.::.S::;EA..:..:..;W..;_;,\c..R.::.O_:..:R:::OA:..:.:,,C' _________ ,-{ 6' Wit::>.= SIO/=WALK ¼" PER FT 3 r Z4' .3/6'" t.lP Ir Ac ' • ' 0 NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONS15ILJTY FOR JOB SITE CON-. DITIONS DURJNG THE CO~RSE OF COIISTRUCTJON, INCLUDING SAFETY OF Alt ·PE?.SOllS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTiNUOUSLY ANO NOT BE LlMI"fEi:. TO :itlRMAl WORKING HOURS; A:;o THAT THE CONTRACTOR SH,LL OEFEl:D, lNOEMNl FY, ANO HOLD THE OWNER, CITY ANd ENGINEER HARMLESS FRO• ANY AND ALL LIABILITY, REAL OR ALLEDGEO, JN CONNECTION WITH THE PERFO?.MA,:E DF WQ•• ON THIS PROJECT' EXCEPTING FROH LIABILITY ARISING FROH THE SOLE NEGLIGENCE OF THE ow:;[? o,_ ENGINEER. • UNDERGROUND STRUCTURES A'..L urrnERGRQurrn STRUCTURES OR UTILITIES REPORTED BY THE OWi/ER OR OTHERS AND THOSE SHOWII ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPT!tiG THESE PLANS OR PROCEEDING WlTH THE 11-\PROVEMENTS PURSUANT THERETO AG~EES TO ASSUME LlABILlTY AND TO HOLD THE UNDERSIGNED HARMLESS FOP ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILJTIES OR STRUCTURES NOT REPORTED TO THE UNOERSJGNED, NOT. JNDICATED ON THE PUBLJC Rt.CORDS EXAMINED, LOCATED AT VARIAIICE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMJNED. THE CONTRACTOR JS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTJLITIES OR STRUCTURES SHOWN AND AliY OTHER UTILJTJES OR STRUCTURES FOUl/0 AT THE SJTE. lT SHALL ,BE THE CO~TRACTOR'S R[SPONSIBILITY TO NOTJFY THE OWN[RS OF THE UTLILITES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 2. 3. ALL WORK DETAILED ON THESE PLANS, OUTSIDE CALTRANS RIGHT OF WAY, SHALL BE PERFORMED, EXCEPT AS OTHERWISE STATED !N THE CITY'S STANDARD SPECIAL PROVJSJONS,SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH CONSTRUCTION STANDARDS AND "5:ANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1!>88 EDITION" AND SUPPLEMENTS THE CONSTRl'CTIO'i O, f.LL IMPROVEMENTS WITHH: THE STATE Rl GHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE STMID.ARD SPECIFICATIONS (,= CALTRAIIS AND REQUIRE11EIITS OF THE ENCROACHEMENT PERMJJ. STATJONJNG REFEPS TO CENTERLINE OF STREET. 4. EX]STING ~,~E~GqouND UTIL]TJES ARE SHOWN AS PER AVA1LABLE RECORDS. THE CONTRACTOR SHALL BE RESP0I"!3LE FOR VER] FYJNG THE ACTUAL LOCATJON AND ELEVA Tl ON IN THE ,JELD PRIOR TO BEGJNNING CONSTRUCTION OF THE NEW FACIL!TlES. 6. , ' . 8. 9. (l!P> DATA R[FEP.S :0 FACE OF [-\I-RB. ALL EXPDSfD CONCRETE SURFACES SHALL CONFORM lN GRADE, COLOR AND F!NJSH TO ,'.,LL ~.DJOINING CURBS AND I;ALKS. ALL UNDERGROUND WORK SHALL BE COMPLETE PRJOR TO PAVJNG OF STREETS AND DRIVEWAYS. SEWER f'ANHOLES SHALL a~ LEFT BELOW PAVEMENT GRAD[ AND BROUGHT TO FINISH GRADE f.FTEll PAVEMENT IS IN PLACE. THE CONTRACTOR SHALL NOT!FY T-HE PUBLlC WORKS INSPECTOR AT 644-3311 AFTER PLACEMENT OF FORI\S AND PRIOR TO FLACH,,~ ANY COIICRETE FOR CURB AND GUTTER SO THAT THE FORM LOCATI01, 1 CAN CHECKEn TO ASSURE ITS COMPAT]BIL]TY WITH txrsTING CO~STRUCT]ON. 10. THE CONTRACTOR(S) SHALLREQUEST JNS•ECTION f~OM PUBLIC W □R•s 48 HOURS ON ADVANCE OF PEF.cORMING ANY WORK. TIS\... G,,44-'?~\\ 11. stationing refers to centerline of street. 12. The walls and face of all excavations greater than (5) feet in depth shall be 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 be guarded when examination indicates thut hazardous ground movement may be expected, 13. The contractor(s) shall obtain a permit to perfor~ excavation or trench work as described in No. 12 above from CAL/OSHA . 14. All storm drain, sewer and water pipe shall be bedded per city of Newport Beach Std. 106-L. 15. P.V.C. sewer pipe may be used in lieu of V.C.P .. Pipe must be manufactured per A.S.T,M. D3034 SDR35 OR A.S.T,M, F-789. All fittings shall be prefabricated full-body fittings. The P. V. c. sewer pipe bedding shall be 3/ 4 11 cr-ushed rock from 4 11 below the pipe to 12" above the top of pipe and consolidated by jetting prior to completion of trench backfill. 16. Thrust Blocks shall be installed on all water mains in accordance with city of Newport Beach Std. 510-L. 17. All concrete shall be 560-C-3250. NOTC: SEE. LJDDITIONLJL CONST, NOTcS ON .SHEeT Z OF 2. SECTION A-A. TYPE "A~ Pc.c. CU/2B § GUTTER 0 • ' _{:::. 4 -~5-= :_-=-.-=-:j " 1d~-:?3-_; ---, •• \...""-..; :: --: . -.. . - L.--t--------C CONSTRUCTION NOTES & QUANT/TIES A4TC'h' ff,T# ASP.-YAL TIC' C'ONORETE AS RE,X,-.«'EO A/DTE: ./.., SLOPED ':.X '' Al2EA5 &. SLO,,:::,ED D,QIVEJA/AYS S.1---/Al.L /./AV€ A COAR5.E ,8;:!00A,,/J . .t="/NISI-/. , R~Y .--✓'!5-48 11~e Ji! .. CONCJZET~ 5.4'4l.l. 81=' 5,:,o-C-3250 REV. 6/15/82 RG. DRAWN 4.IM DATE 3cl-73 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT APPROVED,, __ ---, ~ • ....._, . \ • l 'RUBLIC WORKS OIRECTOR _I RE.NQC,537 STEVENSON, PORTO & PIERCE, INC. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS 18195 McDURMOTT EAST, SUITE D & E ...OON E STEVENSON R.C.E. 122«6 (cuRB F4C'E S/1,d[[. 8£ ,:;· tlk'lt:SS OT,I./ERHll5E /JOTt:O) Pt!EPol.RED FOR : NOTE5: I Ca«:-RETE 5URF.4CE RJ,l? 4 ~ ADJACENT TO ALl 6<./TTER FLOWl/NE~ 5"/All BE GI/IE# A STCEL TROW El .CIA/ISi-/ (APPLIES TO TYPE ",4"' CURB} :? PRl!FtJ/i'MEO t:)'PAN5/0N FILLB,!3/8" Tll!Ck' SI/All BE INS.lAUEO IN All TYPe$ a,;-Cl.-!e8 ,4l Ti./£ .8.C ANO EC. 0,/!" J?C!Vl2NS, AT l#Ti!"Rr.,,us tJ.F t;,O' BET!YEE.# RETL/,f!A/5 .,,q,vo AT THE ENLJ5 OF ORIVE#AYS. S/M/L.4.R E.l'PA.A/.SIOA./ JOl#T..5 SA/ALL 8E /.NST.,,,L,t.,£L') /N -4Lt: 6.UTT~,es .,,t/OJO/.V/.,A/6 CUR,!I _,..,E.+'A'E#E.O PLh'N'E JO/N'.7.)f .5/2'4LL .86 FO,f!hfE£J .4T l.</TE,l?Y4L5 OF ZO' 8ET"KEEN' RET.VR,</5.(,4PPL/E5 T" T}'PE ,4,,8 f'C CUR8) BENCH MARK TYPICAL STREET HOT TO 'SCAL c SECTION NfCf5SAI< FOf!./vl • CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED O:Maif I tS /22/42 -c=,T=-Y,..E=-Nc,G.,,..:,I Nc-'E""E=°'R-==~-----• DATE 0 CONSTRUCT 6' Pee CUl'IB ANO fiUTTER, TYPe ''A", PER C(Ty OF N£WPORT BEACH STD NO 182 • L - -~ ------------171 0 CONSTRUCT 6" T/1/Ct< PC.C COMMeR.C/4L DRIVENAY APPROACH, "C" Sr/) NO 160 L Wa26', X, ,3' -------156 TYPE J, PER CITY OF NEWPORT BEM n , . - 0 CONSTRUCT 4' TH/Cl( PC.C SIDE/A/Alt< PE~ c,ry QF-NEWPORT BEA Cf-I. STD NO 180 -L CONSTRUCT .!'!" TH/Cl< AC REMOVE EJ<I.STING CUR8 REMOVE EXI.STING AC AND -- REMOVE EX/6TING-DRIVEWAY GUTTER --- REMOVE EXI.STING-CRACKED WALK ,5AN CUT EX/STING WALK - --. 2,4.72 ---- • /7/ - - - - - -(71 ---- --- - - • ·f05 -------;!70 - --I. 4'('0 - - I\ ;?.~VISED N.CTCI-! M.dlN C N.8 UT/L/T/£5 DEPT. BASIS OF BEARINGS ~ REPLACEMENT AND ME'T'CR. LOCATIONS. CHANGE S€W€R lL\ Tf=.RAi.S . BUCK GULLY ~RTIERS AT CORONA DEL MAR, ORANGE COUNTY, 8.3 MILE SOUTHEAST ALOHQ THE PACIFIC COAST HICHWAY (U.S. 101 ALT.) FROM THE POST OFFICE; BETWEEN HAZEL 10-.3-'_3 CON5TR..UC TION DR.lj.J,,JING RElOC6TE NEW F.H,, 400 4 ., FIJ.!e 2.. SER.VIC€. ; .Rt!!!:-VISe l"IPING. DRIVE AND SEAWALO ROAD, ~2.8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 202+6e.e, ~.B FEET NORTHEAST OF THE FLOW J.T SF SF ,SF lF .SF SI' LF IRVINE, CALIFORNIA 92714 (714) 660 -8822 DATE, (Z,_z_;z., 7tfJ 1111 MYS10£ DRIVE SUITE 214 COltONA 0£L MAR, CAUFOIINIA 92~ LINE OF THE CURB AND 0.~6 FOOT NORTH AND 8.66 FOOT WEST OF THE NORTHEAST CORNER OF THE TOP OF A CATCH BASIN AND SET IN THE TOP OF A CONCRETE POST. ELEV" 86.895 ( l"e-7G ADJ.) THE CENTER.LINE OF PACIFIC COAST HWY .• BflNG N57·-'S'Jo-w PER TRACT NO 2758, MM 117 PGS . .2612.7 RECORDS OF ORANGE COUNTY, WAS USED AS THE BASIS OF BEARINGS. Al'P"D DES!GHED_, r Dlfl'\VN JT CITY OF NEVVPORf aE,ACH JN 890/3 1--....,_ _ __. _____________ __, __ +C~H~E~C~K~E~D~-'--t-D-A~TE~~~-1 DATE BY DESCRIP.TION .---;✓ ., I ..-·"' REVISIONS JES ;;:JA-I-22-'90 PUBLIC WORKS DEPARTMENT SHEET I OF Z I I C -~ .. s - -C C . n ' 0 a 0 ~ rn < z C " □ !:!! c ' "' 2 I I I s n "' □ c ~ 0 C rn n □ £ < 2 -~ ' C C c! c, ~ = ' □ C ~ ' i > n I I J • I ' iLJ -u ,; z ~ I 0 6 " □ en -u □ "' !'< "' i5 z ~ ~ !\\ ~ " .n; G > ,- ~ 8 2 ~ -u ,; z I □ r 0 " □ n -u □ '" !'a i5 z 'jj ,; z !TI Q ~I ~z " (j) tz \\JC \\\~ m JJ 0 JJ ~ <'. z GJ z C <: DJ m JJ 0 JJ ~ z (j) z C $ DJ m ,-, DIETERICH POST REORDER NO. 115460 0 STEVENSON, PORTO & PIERCE, INC. CIVIL ENGINEERS -LAND PLANNERS LAND SURVEYORS 18195 McDURMOTT EAST, SUITE D &: E IRVINE, CALIFORNIA 92714 (714) 660 -8822 ' - ... -----. ~ " -,,.,_ --~ ---. -= ""° rt:_ I;, 7T = SCL>.LE : I-IORIZ: , .. , zo' VER.T , I"-4' PREl'lt.RED FOR : BUCK GULLY A\RTIERS -+ 1111 ll&YSIOE DRIVE SUITE 214 C<lflONA DEL MAR, CALIFORNIA 92125 ' - _, ---. V -- -1----!-------------. ":.--:1-:--=·::. ·- - ---L-: = -_ -- -1---- ~ -------- 2 J NOTE ANY WORI< WITHIN PCH WILL REQUIRE A CALTRANS ENCROACHMENT PERMIT -12:::>0-GOfVI-0/51 ENCROACl'IMENT PERMIT BENCH MARK AT CORONA DEL UAR, ORANCE COUNTY, 9.3 MILE SOUTHEAST ALONQ THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.) FROM THE POST OFFICE; BETWEEN HAZEL DRIVE AND SEAWALO ROAD, ◄2.8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 2e2+ee.e, ◄.8 FEET NORTHEAST OF THE FLOW LINE OF THE CURB AND e.◄6 FOOT NORTH AND e.65 FOOT WEST OF THE NORTHEAST CORNER OF THE TOP OF A CATCH BASIN ANO SET IN THE TOP OF A C0NCRET£ POST. E: LEV :. BG. se:is ( /97Cc AD.J.) --• -., -I--- ----I----- ---_- ---- -- -------I-· --· -----r-· -~r-::-:: --. --- -~--. _-I---I------ : 4 --r----::--- . • --- -- 7b cl): -- ---;,,;~-- ~~~-.:.. I -... --- ---•I ----- • ----- ' -- ----+----I--- ---. - +-----t:: ' - ,.-----r-r--= -I--I-- ----------!(, ....... ...::i--:-.-~ ·-:..~-1 . T --. --- ~ -.. @i ~ _,-~---t-A i 3')~ :e--~ ~ • Co) ·{~ ~-(~ :::...;;e,-~-"'--j-~-7""---::--i";_-=-:-:-:----~--..ll..--_'--"...J.\ __ ~---@~E~X~d"c If. @f /\) 1---J.''----1----,~dS'~ _ _ _ -·-__ _ ,C,~48' 35 V') _23\.\ u ®---INSTALL 0----INBTALL (ij)---INSTALL 8" DUCT/LG IRON P!PG Cl 52 W/ 8 MIL PE. ENCASGMGNT 8" M...J X MJ 8UTTGRFL Y V4LV6, MULTIPLE NATER 5GRVICE MANIFOLD N/ 6 EA• I" METER-5 PER CN_e, STD 51:;> • L @--INSTALL 8" FLEX COUPLING N/ STAINLESS STEE:L H4ROW4R.E ( D, I. P. x C. /_ P ) !~ 8 '1 T-<?-4</S/?70,<./ CCVPL/,V'G r A.G. kO<'..GH .ad.Q.QeL TO 2 AC. l'YOA-_) ,,nrl-1 S7LVNLE:SS .STEEL /-IARON,C,,RE. ~CVT /,<./NE.A/I"',,✓. A6SE/-'78LY W/CL,455 '.:-\' r.W. t-.lEAD PE..Q CJv'6. STD-500-L. @--1✓v.572JLL 8#-'"@ 1' RT X FE ,EE ..v/C0/4JC. T.1/.QUST ,'3!.k, ®-/,«572/LL G 11 FE XPT BUTTE.QFLY VALVE &,-,,VS72JLL cY' 4.C. PIPE 6/ZE, RVC. .l'-1'0,4 5 - ©---IN'.572/LL G" CLASS /60 A-C P/P,e' ®----Ex. AB<l.<.100/..IEO W.4TE.Q V.4LVE TO8& 12EHOV£D @-EX. CO/-t'EST/C WATER .SS!2V/CE TOBE REMOVED tz2' IN.STALL 2" N.!!.T=o .s=o.,,c= ~ c~ ~~,, ~ PER. CNB STD_ 50-3-L FQJ< LCJNOSCA.PE 4RE4, • @--CONST IZ '' 0. /. P STORM DR.41N AAID _:~OA'r,/,~C T EXI.STI/VG C4TCH 84S/N @)---CONST. 12" C_M_P STORM DR.4IN 4ND CONNEcr EX!.STING 24 "C.M.P STOR,M DR.41N _ CITY OF NEWPORT BEACH TO ro THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONL y_ THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED ' CONNECT/ON ®-INSTALL SEWER MANl'IOLE Pi=R CN8 STD. 401-L @--tNSTLJ.LL ,SuDl,4M£T£R. S.OR.-.35 PVC.SEA/ER AflTH AGGR£G.,ciT€ l34SC ROCK 8EOOING @-RcPLACi= EXl57"1NG 8"VCP SEWER. MLl/N n::, FIRST JOINT 8eYONO EXISrtNG .SENER. l4TER4L BRANCH, REMOVE NYE BR4NCH A.ND !NrER.l=ER..ING PIPE ( IO LI= ± ) £ {i5,-1NST4LL 8" MJ x MJ 45• w/ R.ETA/NeR._ GLANDS., ~-/NSrA.LL d'.sratN~ESS STSIEL d.LL THR.EA.O w/ .sHA.CKL.6 CLdr,,,,fP, (3/ 1NSrtJLL 8" MJ x Fe Tee . I.al INSTALL 4 • DUCTILE IRON PIPE, CL.52 IN ,5 MIL, PE. E:NCLlSE.MeNr. 33 INSTL!.LL 4' Fe. X NJ .eurreRFLY VAL Ve. .34. INSTALL DOU/3LE Cf,feCK-OETECTOR. ;SL1CKFLOW PR.eveNrlON ASSE,,.,,,S~Y Pele C.N.8. sro. 517-(_. @--1NsrALL CONCR.€TE 71/R.Usr .eLOCK !"eR. C.N.I!!,, STD. 510-L. fil ©-tNST4LL 4-" Fe x M.J. ADLJ.PTER.. H/ I .ser R.E7"AIN_ER.. GL.tiJVO.S. CONSTRUCT/ON NOTE8 : CONST, G" l?C.C. CUR.BA.ND Gurrel'{. rYPE ''.ti". PER. C.N /3_ .STD. l~Z -L . CON.ST. G" rl-ltCK. P-C.C. COIVIMEl<,Cf4L DIVVEWL:i,Y 4PPR...OACH rYPS: L, FeR. c.N_P-,_ .sro_ IGO-L (W-ZG'; ><~ -3')_ 0--CONS7". 4-· THICK. PC.C. SIDEWLJ.LK PER. C.N.e,, sro 180 -L • ©-CONSTR_UCT ./:>' ffllC/'C A,C. 5 REMOVE GX.IST/IVG CUIU3 L>.ND GUTTER. • Co 1--l'{eMOVe E><ISTING 4.C, >< 171-R.EMOVE ext.STING DR1Ve/../4Y- ::s 1-R_.€_MOVE EX:ISTtNG CRACKED SIDEWALK , ~f---_-?41-./ COT GXISTING W4LK • BASIS OF BEARINGS 1 / /\ -J_ C N 8 UT/LI TIES DSPT. a:=0t_~'l,0~_:.J!__:,c_:1Tc__-~/~(1~'11'-E.~v~••c§E~O~W'!,!1'-~T~€-a,!Pe,_,,-!M'1"!i!tl\/,.•l~"'"~·~11!!_!!]-~"'""'~fA~•~~ IMPROVEMENT PLANS FOR : • A;tJQ ME.TE.Jl L.0 CAT1 oNS. C:HAN6E. SEwEJl. ,o('2..ic,o AT£.0"L-S.' ~rrk~ ~ h ,.1 L::... fitCLOC.!!TE Net,,J Fd../, Aoo 4" !:'.!·.,--• nr _ D''R.. 1-,,.b.~ tJ THE CENTERLINE: OF PAC'!FIC C.OA$T 8/ J. T. ~ ,.,,1~E .S<:"-RVICC: ; .l{fEVISS. t°IPING _l DN ,.,,r= ,, ~~ c HWY,, e,EING N57°3S'.30''W PER 1----.1--+="----'='------''-=~'-=~'-'-==~~~~-t-===t 3 19'1 ~it -,i3 TRACT N0,2758,MMll7 PGS26127 '-/zS"• R.C.Ei ~ c•P. ~r RECOR.OS OF ORANG6 COUNTY, WA"/, IP ~l', ~ ~ 1c. USED AS THE BASIS OF BEARINGS --A~ oe&IGNED DflAWN , , "' ., • DESC141 liuN ~•-r " -.1. r REVISIONS CHECKED .JES I R..JA .J T DATE , 1-22-90 SEAWARD ROAD • ·TRACT 14028 arv a= l\EVl/'FGr1 EEACH 1--J_N_a_9_0_13_ ... PUBLIC WORKS DEPARTIIENT SHEET ZOF 2 ' I I -I I I I / I \ n 2 0 JJ ~ z G) z C :;: OJ m JJ ) 0 JJ ~ z G) z - C $ OJ m