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HomeMy WebLinkAboutR_5862_SPROJECT LOCATION JOHN WAYNE > AIRPORT CITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE §2 ...J en Ct'. 0 CD 9;i :c Osco SANITARY SEWER CLEANOUT ('SMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT II WM WATER METER BOX & SERv1CE □GM GAS METER --0-VALVE POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE ==== BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---t.---CENTERLINE ____ 5 ____ SEWER LINE ----VI---·-WATER LINE ---G---GAS LINE --E--POWER LINE -T TELEPHONE LINE -CATV-CABLEv1SION LINE -SP--SPRINKLER SYSTEM n STREET LIGHT 7::r SIGN I== =:j GARAGE OPENING t::=------d· WINDOW * SPRINKLER c.:,'¾ ::<>(/\ 0'a ? ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE 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 CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED ~RE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE CITY OF IRVINE l1Ni\1£RSl1Y RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE t) 4"A.C. CORING INFORMATION MCWD MESA CONSOLIDATED WATER DISTRICT CONSTRUCTION NOTES {PR/VA TE UNDERGROUND RRE LINE} : 0- ®- ©- INSTAil 4' P.V.C. { A.W.W.A. C-900} CLASS 200 RRE LINE PER 1.R. IY.D. STANDAROS. INSTAil 4' DUCTILE IRON OOMESTIC flR[ LINE UINDER FOOTING INTO RISER lOCA I/ON PER PER lR. W.D. STANOAROS. INSTAil THRUST8LOCKS AS REQU!Rm PER CITY or NEl'IPORT BEACH SITJ-5/0L Sf[ DETAIL SHEET 2. ©-INSTAil 4' DIA. 0.1.P. 90" ELBOW. ©-CONST. 2 WAY F.D.C. Poller Roemer Model No. 5761-0 in polished chrome. Escutcheon legend should be "AUTO SPKR'. 0-INSTAil 8' DIA. 0.1.P. 90" ELBOW. ©- ®- INSTAil 6" P. V.C. { A.W.W.A. C-900) CLASS 200 DOMESTIC WA I[// LINE PER !.R. WO. STANDARDS. INSTAil 4"x4'X4" 0./.P. I[£ 0-INSTAil 6" TO 4' 0./.P. REDUCER. 0-INSTALL 6" DIA. 0.1.P. 90" ELBOW. ©-INSTALL 6i!4"x6" 0./.P. I[£ ©-INSTALL 6"x6'x6' 0./.P. l[[ ©-INSTAil 4• P.S. V. PER CITY OF NEHPORT BEACH REQUIREMENTS. EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (aoo)-624-8153 (800)-624-B153 SOUTHERN CALIFORNIA EDISON COMPANY (800)-611-1911 (800)-611-1911 PACIFIC TELEPHONE COMPANY 611 611 CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) (949)-644-3011 (949)-644-3717 CALL TOLL FREE ORANGE COUNTY SANITATION DISTRICT (714)-962-2411 l=ru\:::::,f-')')_"A13•"·-'--'~-'-",DElF'HIA..CABlE-----~------<{714)-542-6222--(-7~14)-644-6222 -ouu-'1CC '1 UNDERGROUND SERV1CE ALERT (aoo)-422-4133 (800)-422-4133 BEFORE YOU DIG IRWD (949)-453-5300 (949)-453-5300 0 ~ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CON1RACT SHALL BE CONSTRUCTED IN ACCORDANCE ~TH THE "STANDARD SPECIFlCAllONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROv1SIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OlHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OlHERS. PUBLIC WORKS DEPARTMENT 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. OMITTED IMPOHTANT NOTICE SECll0/1 4212/4217 OF 711[ &OV/111/MFJ/T C(1)[ /1£/l/H/ES A /JIG A/BIT /Ol1/11F/CAT/{)// N/llf8£R 8£ /SSIJED 8£FOllf A PBIMIT ID EXCAVATE lfll1. 8£ VALID. F0/1 YO// DIC A1EIIT 10 NYIIB£R CAil 11/11Ji11G/l(J/////) S£R~C£ AlEIIT 1/J/.1 FR££ 1-800-422-4/JJ IJI!) Ml/KING DA I'S Bff/J/1£ YO// /JIG EN0//£EI/S NOTE TO CO/ITRACT/111 : TH£ EJJSIENCE All/) lOCAI/ON (If ANY UNOEl/Cl/0/JM) UI/UllfS, PIPES ANO/OIi Slll{JC11f/1ES S/101111 ON 111£5[ PIANS llfJlf OBTAINED BY A SEAflC// or AVA/lABI.E f/EC()///)£ TO TH£ BEST or OfJR KN0/1!£DG[, 711£RE ARE NO £/!/STING U/IUTIES EXCEPT AS S//0'/,I/. Ill[ COi/TRACTOR SI/All ASCERTA/11 TH£ TRII[ VIJlllCAl ANO H/JI//ZOIITAl lOCA ll/JN ANO SIZE or II/OS£ TO B[ US£0 OF ANY Ul/l)[//Cf/0/Jl/0 Ul/lll/ES AND SI/All Bf RESPONS/BlE FOR OAM46f TO !WY Pl!BUC 0/I PRIVATE UllUl/E~ S/10111/ OR NOT S//0111/ HEREON. EJJSTINC (/1/l)[//Cf/OIJNO STRI/C11f/1ES All 1/11/J[f/Cf/O/JNO UllUllES OR STRUC11fl1[S 1/EP0/1/EO BY TH£ OIW/1/ OIi 011/f/1~ /WO 111/JSE S/101111 OIi TH£ R[COIIOS EXAMINED, ARE IM!ICA TEI) 111111 TH£/I/ N'PROYJMA TE lOCA ll0/1 /WO EXTDI T. 7//E COi/TRACTOR, BY ACCEPT/NC 711[5[ PIANS OIi PRIX£[[)/IIG um, INPRO'tfME/ITS P/!RSIIMIT 711[1/fTo, ACflEES TO ASS/II,/£ UAB/1/lY /WO TO HOlIJ 1/NOEf/S/CIIED HARMLESS F0/1 IWY OAJIAGES R[S/JLT/NC fR(}/,/ TH£ EJJST/1/G OF 1/NOEf/Cf/OIJND UllUllES 0// Slll{JC11f/1ES NOT /IEP0/1/EO TO 111£ UNOEf/S/G/1[/), NOT 111/J/CA/EO ON TH£ Pl/8UC flECO/ll)S EXAl//1/[/J. 7//E C&IRACT0/1 IS R£QIIIR£D TO TAK£ /JI/£ PRECAUllOIIARY MEASURES TO Pf/(}TECT UI/UTIES AS IT SHAll BE TH£ COI/IRACTOi/'s /IESPONSIBJUTY TO NOTIFY TH£ 0111/BIS or THE UllllTIES OR STRI/C11f/1ES C&CERNED BEF0/1£ STAii/iNG WIJ//K. HOlIJ HARIJIESS Ii: INNllNlf/CAll/lll CU.US£ THE C&IRACTOi/ ACflEES II/AT HE SI/All ASSUM£ SOI.£ R£SPOIISIBll/lY FOIi JOB SITE CO/IOI/IONS OUR~ II/£ COURSE OF COI/Slll{fC/ION OF I/IE PROJ£Cl INCi.VO/NG SAITTY OF All PERSONS ANO PROPERTY; THAT II/IS REQIIIREM£J/T SI/All APP1.Y CO/IT/1/UIJl)SLY IWD NOT B£ /JMI/EO TO NORMAL IWf/KIIIC ll(J{JRS; ANO THAT TH£ C0/1/1/ACTOi/ SI/All /)[f[I/D, /NOEMI//FY. ANO H0/.0 I/IE CJIY OF NEWPORT BEACH, Ill[ Oltll/JI, ANO I/IE PRIVATE £//Gll/££RS HARl/l£SS fRI)/,/ /WY l/ABIUlY; REAL OIi AllBiDJ. IN (X)////£CI/O/I IIITH PERFORMANCE OF WIJ//K ON II/IS PROJECT, EXCfPllNG FO/l l/AB/UlY ARISING fR(}/,/ TH£ SOI£ N£1i/JCEJ/C£ OF Ill[ 0111/ER 0// COi/Siil T/NC ENGll/££R 0// 711[ CITY OF /lfY,PO//T BEACJ/. NOTICE TO CONTRACTOR PI/RSl/lWT TO ASSO/Bf.Y 8111 J019, NO fXCAVAllll'I PERU!T IS VA/JO 1/NlESS 711[ FrJ/1.0H!NG IS PERFC/111[0: /. I/NOEJ1C/101JNO S£Rf/C£ ALERT HAS BE£// CONTACl[f) ANO HAS PRO~l)[f) 11/QifJ//Y lO./ 2 l/1£ /JN/)[{/SIC/f£D AGl/££S TO COi/TACT ANO (/[/fN/1 AN INQ/!'J/Y la / FROI/ I/N0£/1G//O/JND S£R~C£ A1EI/T(IBIJ0-422-41JJ) AT /£AST 11!1) (2) IIO/II(///(; DA rs PR/OIi ID ll/E C011MfllC91£NT OF EXCA VA TIO/I. S/G//£0 OAIE TRAFFIC STRIPING & MARKERS NOTE: UPON COMPlEII0/1 OF ROAOWAY RECO/IS/RUCTI0/1 WORK, All EXISTING PAVEMENT STRIPING, MARKINGS, LEGENDS, AND / OR RA/SEO PA VEAIENT MARKERS SI/All BE RESTOREO IN ACCORDANCE 111/H CITY or N[ltPORT BEACH STANDARDS ACACIA STREET, BIRCH STREET STREET IMPROVEMENTS N011CE 10 C0/1/RACTOI/ I. C0/1/RACTOi/ SI/All VIJIIFY All C()//0/ll/JIIS ANO 01/JFJ/S/ONS ANO SHAU REPOI/T All /JISCl/£PAN()[S TO TH£ ENC/I/[[// PR/OIi TO 111£ C/M/M£//CEM£//T OF lt!ll'K. 111£ C&TRACTOi/ IS SOlfl.Y /IESPOIIS/8l£ FOIi All WORK If PRI0/1 NO/IC£ IS NOT GI~ FOR /JISCIIEPANCJES 2. C&/1/ACTOR SI/All V£RIFY HOIIIZONTAL /WO V£!/llCAI. AU(}IMENT OF [)(JST/NC YI/UT/ES PRIOR 1D COMl,/FJ/CJNG /WY CO/ISIRYCTION. J. ANY ANO All QYAN/ITIES Sl/0'1,1/ av TH£SE PlANS AR[ NOT WARANTE£fl ANO TH£ CON/RACTOI/ SI/All PE//F/J/111 AND BID ACCOIIDIIIG TO HIS 01111 EST/I/Alf or ()IJANllT/fS. NO EXTRA COIIP£//SA/IOII SI/All 8[ C0//9/}[//£D. 4. TH£ C&TRACTOi/ IS /IESPOIIS/B/£ FOR All CflA0/1/C INCI.UOING BUT NOT IJ/JI/EO 1D All lMP0//1 ANO/OR EXPO/IT ANO COIISIRUCTINC All CRAO£S PER TH£ CONSTRI/CllON OOCIMJIIS. NO CHANG£ 0//DERS SI/AU BE C&SIDERED C&CERI/INC ANY IMPOIIT 0// EXPORT OF MATEIIIAL BENCH MARK: LEGAL DESCRIP//0// (AFTER LOT LINE ADJUSTMENT-LlA-2002-023) LOT 55 or 71/ACT NO. 706, IN Tl/[ COUNTY Of ORANGE, STA l[ OF CALIFORNIA PER MAP RECORDED IN BOOK 21, PAGE 25 or MJSCEllAN[OUS MAPS, Ill Tl/[ OmC[ or Tl/[ COUNTY RECORDER or SAID COUNTY; ANO LOT 56 OF TRACT NO. 706, IN THE COUNTY OF ORANGE, STATE Of CAUFORNIA PER MAP RECORDED IN BOOK 21, PAC[ 25 or MISCillAl/[{)IJS MAPS, IN /HE omcE OF THE COUNTY RECORDER OF SAID COUNTY; EXCEPT IHEREFRIJII THE SOIIT/IWES/[//LY 66 FEET. OWNER/DEVELOPER: STEADFAST PROPER//ES CONTACT: JAMES PA/DA 20411 .S: W BIRCH STREET. SU/I[ 200 NEltPORT BEACH, CA 92612 l[L: {949} 852-0700 FAX· {949} 852-0143 BASIS OF BEARINGS: AT THE SOUTHEAST PART or /HE /Nl[//SECTION or MESA OR/VE AND CYPRESS STREET, THE BEARING OF N 40'38'03" E ALONG TIIE CENTERLINE or ACACIA STREET AS SHOWN ON RECORD OF SUR'l[Y 92-1098, 138 / 28-32 WAS USED AS Tiff BASIS OF BEARINGS FOR 711/S SUR'l[Y. 27 FEET SOUTHEAST OF THE CEN/[//UNE OF CYPRESS, 21.2 FEET S0/111/HfST OF THE CEN/[//L/NE OF MESA OR/VE, 27 FEET SOUIHEAST or THE CEN/[//L/NE PROLONCA TIO/I OF CYPRESS STREET TO THE NORTHEAST, 7.7 FEET NORIHl'tfST OF GUY l!IRE Ill/ERE IT ENl[RS CRO/JND. (THE MOST NORTHWES/[///. Y OF lWO GUY It/RES} 3 FEET SOI/THEA ST IN LINE It/TH GUY l!IRES EROM A POWER PO/£ NUMBER 1788402£, SET ON A CONCR[l[ POST. lEVEL /#Tl/ Tl/[ GROUND, lilTNESSm BY A METAL POST I FOOT SOUTHEAST. ElEV. 6J. 705 ADJ. 1976 R/W 70' f 24' 35' 26' GR/NO 0.12 FT ANO CONS/R. OVERLAY . CONST. P. C. C. CURB Jc CUTTER TYPE A2-6 PER APWA sm PLAN 120-1 g' 6' R/W CONSTRUCT 6' P.C.C. WALK 4• /HICK© CONST. A.C. PAVEMENT OVER C.A.B. PER SOILS ENGINEER REC(}/,/MENOA llOIIS OR flJLl DEPT/I A.l: All[RNA/E. CONSTRUCTION NOTES STREET: COi/ST. _ A.C. W/ SEAL COAT OVER_ A.B. W/ PRIME COAT. PLACE RNAL LIFT MT/I OVER/A Y, CONS/R. NOi[ 2. {VERIFY SECTION PER SOILS REPORT}. CONST. FVll DEPTH A.C. W/ SEAL COAT W/ RNAL LIFT PLACED AT THE SAME I/ME AS THE OVERLAY, COi/SiR. NOi[ 2. VERIFY SECTION IN REID GRIND MIN 0.12 FT ANO OVERLAY l!IT/1 A.C. TO CENl[Rl/NE OF S/RffT. COi/ST. 8" CONC. CURB & CUTTER TYPE "A2-6" PER P.F.R.D. SITJ PLAN No. 120-0-0C. W=24" COi/ST. 4• P.C.C. SIDEWALK PER P.F.R.O. sm. PLAN NO 1205. *CD- ®-0-0-0- ©- ©-0- ®- ©- ®- ®- @- COi/ST. flARm DEPR[SSm DRIVEWAY APPROACH PER P.F.R.D. SITJ. PLAN NO. 1210. SAIIWT ANO REMOVE EX CIJRB & GUTTER AND DRIVEWAr, ANO PROPERLY DISPOSE. BACKRLL AND COMPACT SUBGRAD[ TO SATISFACTION Of CITY INSPECTOR. REMOVE OR RELOCA l[ EX UllUTY AS R[QUlll[O. Sf[ SHEET 3 PLANS. SAUWT PER CITY GENERAL NOTES. PROPERLY DISPOSE OF DEBRIS ANO RUBBLE. PROl[CT IN Pl.AC£ CONSTRUCT PARKWAY DRAIN PER P.F.R.D. SITJ. PLAN NO. 1309, S=( B=J'. DEl£TED EXTEND EXISTING SIDEWALK AS REQUIRED TO PROVIDE 4' A.D.A. ClEARANCE EROM ANY ABOVE GROUND UTILITIES OR IMPROVEMENTS. OED/CA l[ PUBLIC S/W CASEMENT. @--ADJUST UTILITY TO GRAD£ RNAL ELEVATION TO 8[ D[l[RMJNm IN THE RBJJ. SEWER { C.M.S.D.}: • @-CONST. 6' V.C.P. SEWER LATERAL AT 2% SLOPE MIN. PER C.M.S.O. SITJ S-104-A, D UNLESS SHOMI OT/IERIIISE. { 6" V.C.P. R[Q'lJ IN STREET R/lf,I @-1,VSTALl SEWER CLEAN-OUT PER A.P. WA. STO. PLAN 204-0 OR AS REOU!Rm BY COSTA MESA SANITARY DISTRICT. @--JOIN EXIST. 6' SEW OR S[W LAl[RAL. POTHOLE TO ESTABLISH El£VATIOI/ & JOIN TO THE -~ ...... SATISFAC//ON OF THE COSTA MESA SANITARY DISTRICT INSPECTOR. ~ CAP EXIST. SEWER LA /[//Al AT PROPERTY UN£ WATER {!.R,W.D.}: @-INSTAil 2• WA I[// SERVICE Jc Mfl[// PER I.R. WO. SITJ. PLAN W-2. QUANTITIES EXl[ND SERVICE TO BUILDING AS INDICATED. @-INSTAil 8" P.V.C. { A.WW.A. C-900) CLASS 200 DOMESTIC Q__ WAI[// UN[ PER I.R.W.D. STANOARDS., STD PLAN NO. W-11. ~ INSTALL 4" P. V.C. ( A.WW.A. C-900} CLASS 200 DOMES//C WAl[R LINE PER I.R.W.D. STANDARDS, SITJ PLAN NO. W-11. @-INSTAil RRE HYDRANT ASSEMBLY PER I.R.W.D. SITJ. PLAN NO. W-5. @-INSTAil 8" GA l[ VAL If PER I.R.. WO. sm PLAN NO. W-7. ®-CONST. 4" DET. CHECK ASSEMBLY W/FIRE DEPT. CONNECTION AS R[Q'[) PER I.R. WO. SITJ. PLAN NO. W-16, ABOVE GROUND INSTALLA TIO/I 0//L Y. VERIFY SIZE W/ RR[ SPRINKlfl/ CONTRACTOR. @-INSTALL 2" RPPD PER !.R. W.D. SITJ. PLAN NO. W-20. @-CUT EXIST. 6" AC PIPE AND INSTAll 6"X6'X8" TEE ANO THRUST BLOCK PER J.R.WD. REQUIREMENTS, SITJ. PLAN NQ. W-12 ®-INSTAil g·•,r.,"-"lo• 1t..e.DoC1Nl,£L.e,01,v iTHJ!.IJST&LOCKS "' rz.i.av,rz.eD JIEfL 1111-10 srv. vtAN IJv.w-n. @--CONST. 6' DET. CHECK ASSEMBLY W/FIRE DEPT. CONNECTION AS REO'JJ PER I.R.WO. SITJ. PLAN NO. W-16, ABOVE GROUND INSTALLA//ON 0/llY. VERIFY SIZE Y(I RRE SPR!NKlER CONTRACTOR. @-INSTAll 8' TO 4" REDUCER AND THRUST BLOCK PER /RlilJ REQUIREMENTS Jc STD. PLAN NO. W-12 @-REMOVE EXIST/NC SERVICE ANO M[l[R. REMOVE CORP. STOP AND INSTAil @-BRASS PLUG PER I.R. W.D. REQUIREMENTS. VERIFY UN[ NOT IN US£ INSTALL 2• SERVICE W/ 1 1/2' /RR. WATER M[l[R r;;;,,_ PER I.R. WD. SITJ PLAN NO. W-2. ~ HOT TAP 12'x a· lt/lH TAPPING 51.EEVE AND 8" GAi[ VALVE PER IRMJ STDS. @-INSTAil B"xli' REDUCER & TRUST BLOCK PER IRMJ sm W-12 @-INSTALL 6" P.V.C. { A.WW.A. C-900} CLASS 200 DOMESTIC WAI[// UN[ PER !.R.W.D. STANDARDS @--INSTALL 2· RPPD PER IRMJ sm W-20 @-INSTAil 8"x4"x8" Tff AND THRUSTBLOCK AS REO/J!Rm PER I.R. WD. ,;;;,,_ __ SITJ. PLAN NO. W-12. ~ CONST. END OF WA /[//MAIN BUNO FLANGE. UllUTt NOTES.· @-:. EXISllNG UllLITY TO BE RillOVED OR RELOCAlED PER UTILITY CO. REOU/RillENTS. * VERIFY All STRIJCTIJNAL SfCllONS W/ SOILS ENC/NEER J EA 343 lf 22 IF J EA 5 EA [A J EA 2 EA 3 EA I EA EA 4 EA I EA EA I EA J IF I EA I EA I [A S/J'l' LOCATION MAP NOT TO SCALE ACACIA STREET TYPICAL SECTION MR. CARLOS A. ALBA, P.L.S. 6583, EXP 72-31-03 NOT TO SCALE IRWD CODE 4029 IRVINE RANCH WATER DISTRICT COST A Ptl:SA SANITARY DISTRICT STREET IMPROVEMENTS ACACIA STREET, ~ OlOQP APPROlfO FOR CONSTRUCT/{)// IN At:4GYA ST. <t BIi/ai STIIEET R/lf ONLY. I /J1.I BIRCH STREET -:'.i&l·S y,:afa-:-;,f-i~=Ols=m;~n::_1il":'.:'=========-:J:Jfe'i:,!tl-Olr~· at:::::~-1£--cl rv OF NEWPORTB~ DATE PUBLIC WORKS DEPARTMENT SHEET 1 DATE 2003-0160 / SIP I ,.., 60 58 56 60 58 56 ~---l-----+---+----+--------t----i----1----------- I 1---·-i ---------- ~ '"<o' L------t------i------------------i-------1f-------+------+--'=--13-~---~-i ------t------r----·-t-1!~1i:~--t-----t-----1-----=-~=-=---=J::-=::.~t---i-----11-----r--------------..-i r--__, ; ~ i C.L. OVER ACACIA STREET-!\ i ___j ! ! 0 '=~--j------+-----------j------------~ e i -··· c -------J---~ - . ! i ---~ -;;;:- • 00 u') C I '° '° + u') <-~ i ' ' a i o __ ! ci l u') + i r---! ' ! S.E.L Y TC CURB GRADE -17 ------------+---------! -----------+,-------------------------------------------------·--- PROFILE SCALE HORIZ: 1"=20' VERT: 1 "=2' i . --· ·------· .... ·-.\--······ ----~---~-----~---------J------+------+-----+, ------j i . --·--. --·------------+--------l . ·--------l---------,---------1--------j-------------j 60 58 56 60 58 56 5+00 6+00 7+00 8+00 9+00 -----------, CONSTRUCTION NOTES STREET: *0-- ®-- 0-- 0--0-0-0- 0- ©- ©- ®-- @- @-- CONST. _ A.C. YI,/ SEAL COAT OvF/1 _ A.B. W/ PRIME COAT. Pl.AC[ FINAL LIFT !WIii OW:'RlA Y, CONSTR. NOTf 2. (VEI/IFY SECTION PER SO/lS REPOI/T). CONST. F/111 DFPII/ A.C W/ SEAL COAT YI,/ FINAL UFT PI.AC£JJ AT IHE SAME llME AS rHE OvFIILA Y, COi/SiR. NOT[ 2 VERIFY SECTION IN FIElD GRIND MIN 0.12 FT AND OW:'RlAY ll/111 A.C. TO CENT[f/LINE OF STREET. CONST. 8" CO/IC. CURB &-G/J17ER /YPE 'A2-6' PER P.F.R.D. STD PLAN No. 120-0-0C. W=24' CONST. 4' P.C.C. SIOEWAIJ( PER P.F.R.O. STD. PLAN NO 1205. CONST. FLARED DEPRESS£0 DRllfWAY APPROACH PER P.F.R.O. STD. PLAN 110. 1210. SAWCUT A/10 REMOW:' EX. CURB &-GUTTER ANO ORllfWA >SAND PROPERLY DISPOSE. BACKFILL AND COMPACT S/JBGRAOE TO SA llSFACl/ON OF CITY INSPECTOR. R[IJOW:' Of/ R£10CAT[ EX UTIUTY AS REQUIRED. SEE SHEET J PLANS. SAWCUT PER CITY GENERAL NOTfS. PROPER/ Y DISPOSE OF DEBRIS AND RUBB/£. PROTfCT IN PLACE COi/SiR/JCT PARKWAY DRAIN PER P.F.R.D. STD. PLAN NO. 1309, S=( B=J'. OEl.£T[D EXTfND EXISllNG SID[WAIJ( AS REQUIRED TO PROVIDE 4' A.O.A. CLEARANCE FROM ANY ABOVE CR!JJND UTILITIES OR IMPROVEMENTS. OED/CA Tr PUBLIC S/YI CASEMENT. @)--ADJUST UT/UTY IV GI/AO£ RNAL [!.£VA TION TO BE DETERMINED IN Ill[ FIElD. ---e..-----------------------,~ 6 I 8 I JI 4~>-----------------------i SE£ SHEET 3 FOR PROPOSED WATER AND SEWER IMPROVEMENTS. SCALE: 1 " -20' GRAPHIC SCALE 20 0 10 20 40 I ;r.~1~j ---11 ---- i'1 ----c.. --- REF: R-xxxx-S I : .. : ,,.--w--- =~-\'~~ r : ----t 0-- TBB «"""'.ll~ C4:4ith"» ,,,, __ .... . .. ... -:·~, 9 I •., I Q!" ' I If .... ~ 1._.1 --s ~ . . - DEAD END =- ,..,,I\~~ '::: GF,.NERAL NOTES, 45° BF.ND ---- 22¼~BEND ~ 11¼0 BEND 3 CROSS '~ ~ TYPICAL TI'JRUST BLOCK 1. r-on::e main~ teat elwl bi: pafcxmcd Jn :woord with. C"~curing rcqr.urcment,. eoaacte JhaD be 5<i0-C-)l50, 2. "lhwr. blades shsll bear;:ag:wlQ undiaurbedt.Qil. t.::kftll. <.vmpaaed [O 100% Emti-w::oompaetlort. Ofd.wl! !OOE 100,stwry. 3. ~ :arc::a Lx H2n; ~uredfotlest ~of zzs P6l In ffl1ill:S bicl ills: ~~SQD ~c-()) Wab.inlcmrlan,glc of f'rki:lon m 31", a. oolt \W!ight of no fal~ illld. :11t len'St 36-a cover. 4. ~ring ••••n~ H ,b411i,,: approved by llrei,gu,=w!,,,e .,.,,~ (A) belr ~ wc,kc, .,;I lhan de,cllbod.i.m,, (1l) !lave !cs, lll2o 31J' of cover, (0 Will be~ m"""" 1Mll 22S l'Slm(l))..,,uot '"l'""""redb~• 6uingor= '"°"" heteoo. $. 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Al1 F/1/E H'tDRANTS SHAIJ. BE SET MTH lllf BOTTO/,/ f1AJICE 4-INCHES ADOif lllf CONCRETE PAO OR SJOEWAU( fJ2'-INSTALL RRE H'tDRANT ASSEMBL r PER LR. w.o. SID. PLAN NO. w-s. • • • • •• ,..,,, ~ / / / ~ / I SECllO//Al C(J///II0/1/NG VAlffS ATAPPROPRIAIE POINTS IN ORDER ID PERI/IT APPROVED CENTRN. fl!ARM STAll0/1 UNLESS OlHE//ll?Sf APPROlfO BY /HE 0/1111/Gf INIERSECll0/1. /'jjl /NSTAU 8' GA/f VALVE PER I.R..W.D. STD. PLAN NO. W-7. ~ PLAN NO. W-// I . ', '1 ;/; I, I / I .,, H. WIG[ PRIVATE FIRE SERWCE MAIN SYSTEMS SHALL HAif POST IN/J/CAT0/1 TYPE VAllfS), II/AT C(////110/ 100 OIi M0/1£ SPRINK1£R HEAIJS. SHALL BE SIJPERWSEO BY AN ANO SHA/1 BE LOCATEO A /,//N/1,/{/l/ OF J ff£T FROM lHE £CR OR BC/I AT ~ (i;\ INSTALL 8"x4'x8" T[[ AND 11/RUSTBLOCK AS REQIJ/R[D PER 1.R.W.D. n1' OQ I t::ID'£ ,.,.,,,, Tt::C!'.. SEia,fEXllO!f:.I(!!!,~ IH[ SYSTEM IN ff/£ EffNT or A BREAK. OIi FOR 11/f MAKI/IC OF REPAIRS CO//NTY FIRE AUff/0/IJTY. I. A/1 WAlER /,/A/NS 6-INCHES TIIRO///i/112-INCHES SI/All 8£ Cl.ASS 150., AlfWA C-900 p•~ UNLESS OIHE/llifSE \::.::,I' ,;;;,,.. STD. • -12 11 f ,-111, ,,v 1 ,:;;;.:,, " ""~~•~ NOTED. •½ ~ cONsr END or WATERMAJN BUND FLANGE. //1 11 f / / I 8 I A. Pf//Ro':mf~T;:J:J 0;;;:;:,EO P£RMJTS SHAJ.L BE SECUREO FROM THE I A~f!//t/ffr/(1 :;~Joir:o!oOR;J 7:P:Ji~!~=:5;/';;rlJdJO:::;RE C.M.S.D. SEWER NOTES " ~VED°"p:J~ U:f':~5/;fw ::~;~;:/i~r:J:;cr ;~::::.r7~~ C:':fffii~EANTESTEO ®-~0 ////;i.,t,~DEJ;r/ 1lfA1X ffo5!rf..~f ~rif ~E/Ji;Nc:/.vlifin;J.n11 itf~ U71L/TY NOTES.-, ," 111 / i!j r c, J e6+18. 4/J CJJSO STA ,If B. 1NSTAllAllON. INSPECllON ANO TESllNG SHA/1 CONF0/11,/ ll?ll/ 111£ 1996 @mav or NFPA ':;}JPff'j/ROFf:/t//:!J~1 [/!/SE~~ta 8{,j/(f'/4:Jii/'f,Z.us,:tf~'t ;W:1/~sES (FOR Cf!NSIRI/CHON 111/l/lll ACACIA STREET ANO BIRC/1 S111££T R/lf} IN AN APPROVED MANNER IN 11/E FIEJ1J, IN lHE PRESENCE or 111£ 01sTR1CT INSPECTOR, PRIOR TO TAPPING THE MAIN '35' v::f{JuS!;f :t:"fER~::i~~ON:;;r;;_ w-2o. @-:; [){fSllNC unurt TO BE RfMOVED OR RELOCA/fD PER unurt co. REOIJIR[l,f[//TS. STANDARD 13 AND 11/f 1995 AOOIH0/1 or NFPA STANDARD 24, 111ffl AMENOMfllTS BY SHA/1 BE S[AlHJ ll?IH 2" TAPE APPROVED FOR UNOE/IGROIJNO USE. All 801/EO JOINT I, THE S£MJI SYSTEM SHAIJ. COi/FORM TO 11/f STANDARDS OF ff/[ Cf!STA MESA SANITARY 0/STR/Cl 11.NE TAPPING OF /HE IIAIN U//f SI/All NOT PROCEED IHl/£SS A 0/SIR/CT INSPfC/0/1 IS PRESENl ~ * VERIFY AU STRUCTURAL S£CllONS W/ SOILS [NG/NEER / I / INOIV/OUAL C!llES OR lHE UN/I/CORPORA TEO Cf!UI/Tr. A"=mm~ m'A/1 nr emNEO AM'' THORM'"'Hl y ~• ~o '"TH "='LT OR oru= 2. C(J///RACT0/1 SHA/1 REQUEST INSPECll0/1 FIIOII 11/f OFFICE or THE 0/STRICT £//G/l/££R 48 HOVRS II. I/HERE MEIERS ANO /JETER BOXES ARE lOCA TEO ll?THIN SLOPES, THE ANG/£ MElER STOl'S 51/A/J. BE SO lOCATEO THAT @-. . . . • s==,, =•11. BE enumn'IJ.El) BYA ""~wuco ,n, "' = " """ '" "' "' ="0 "~" 0~00 TO ~111,,,,n,-mn,T or "=• '9'9" 631 11.''I FL"= =rcll•nr. m FINI J6 CUT EXIST. 6 AC PIP[ AND /I/STALL 6 X6 X8 i[[ ANO II/RUST BLOCK C. CONNECllO/IS LARGfll ff/AN 2 TO PUBUC WA/ER ""M' ,no ,wrn,v, CORI/OS/ON RETARDING MAIERIN. AF/ER ASSEMBLY ANO PRIOR TO POI.Y-Tl)//E INSTAllAHON. mow, w, mw,=w "~"· ,. , , -". IHE MEIERS ANO BOXES MIL BE PARA/J.El ANO v~, n=" ,u, ll?IH mf SIi S/JRFACE I, _,,'E:XISllNC / SMH / I I I I I I POST tN/J/CA T011 VAL ff OF AN APPROV[[) TYP£ IIHERf mE WA 71l1 AUTHORITY HAS J. A MrNJII/Ju or 30• OF COVEii FRO!/ FINIS/Im GRAOE TO TOI' or PIPE SHAIJ. BE PROl1/JEO 1 ANY OONK PERFO/ll/£lJ li!IHOIJT 1NSPECll011 FROM 111£ msTR1cT SHALL BE CONSJOENEO UNACCEPTABLE. L No MElER 1s To BE PLACED 1t11HJN ANY SJOEWAU( OR ORlffWAY AREA ®-PER 1.R. w.o. REQ/JIREMENTS. STD. PLAN Na w-12 cl(j CONSTRUC 710N NO TES I PR/VA TE UNDERGROUND RRE LINE) : REGIJLAllaVS REGAR0/1/G 111[ C//1/NfCHON or PR/VA 7r FIRE SERWCE MAIN~ 111EY SI/All ABOlf P!Pf. /ti/{}/ SURFACE LOADS ARE EXPECTEO, A 11/NI/IIJI,/ or 36" or COVEii SHA/1 4. CO/ill/ACTOR 51/A/J. OBTAUI C/1.£0. S£iffll PERMIT PRIOR TO COMMEIICEIIEIIT (r OONK FROM THE M. Ct/RBS 9/A/J. BE INSC/1/BEO ll?IH A "Jr' BY USE or A 4• C/IJNOER /NO/CAT/NC LOCAllO/IS OF All OOMESHC WAlER SERWCES. Jl INSTAU .... , ,,_ 'f 0° 11-e ouc /AJ <', e1, 80 W I/ THJUIT8LO ©- APPL r, I/HERE /HE WA717I AUff/0/IJTY REWIRES BACKFLOW PROTECTION ff/E F(}IJ.OlifNG BE PROIWfl). COSTA MESA SANITARY DISTRICT, 77 FAIR OR/VE, (714} 154-5307. N. /NO/VIOUAL PRES9JRE REO/JLATOI/S ARE BE REQIJIREO BY THE UNIFORM PLUl,/B/NC CODE IF A lfl/ACE STAllC .\ $ P-t;Q rJ Ill.~ D Pf.R-'7 fl. W !> Sf D. Pt..AN NC. W~ It. A INS TAU 4' P. V. C (A.IV. W.A. C-900 ) CLASS 200 RR[ UNE 1,1£1IIODS OIi ASSEMBUES ARE ACCEPTAB/£: K. APPROlfO PIPE AI//J RTllNGS SHA/1 BE INSTA/J.£D Ul/[)(J/ BUILDING FOOll.VGS. ADEQUATE 5.. COi/TRACTOR SHA/1 OBTAIN AIJ. NECESSARY PEllll/TS THAT UA y BE RECUI/IEO BY TH£ LOCAL PRESS/JR£ IS 80 PSI OIi !/ORE @-CONST. 6" DEr CH[CK ASSEMBLY W/RRf DEPT. CONNECTION AS REQ'o PER LR. W.0. STANDARDS. I. AS ABOff CIIOUNO ASSEMBLY APPROVED BY IHE WA/ER AUii/OR/TY, PAINIE1J OSHA Cl.EARii/iCE SI/A/1 BEPROWOEJJ Olfl/ PIP[ ANO FITIINOS THAT RUN UNOER FOOllNGS TO COVEIINING AGENCY. a CURBS SHALL BE INSCR!BEO BY USE or A 4• C/1/NOER lifT/1 HE DOW/IS FOR AIJ. VAllf LOCAllOS. PER I.R.W.O. STD. PLAN NO. W-16, ABOl,f GROUND INSTA/J.AllON ONLY. ©-INSTALL 4• 0/JCTILE IRON DOM[SllC RRE LIN[ U/NDER FOOllNG INTO SAFETY REO, ANO ll?IH /Hf VAL ,rs LOCKED IN ff/£ OPEN PO SI HON VALl£5 CO/ITRO/.i/NC n=~•T nw,= mnu """ n•'" Sf="'" A '"""""' or 2, ~ "R.""CE ~,,, or 5. CONTRACTOR S!IA/1 HAif A Cf!PY OF APPROlfO SEIIER PLAN ANO CM.S.O. STANDARD PLANS p 11/f COIITRAC/0/1 SI/All EXPOSE All JOIN POINTS TO ff/£ EXISHNC RECI.AIAIEO WA lER SYSTEM FOIi ITTI/RCAHON OF VERIFY SIZE W/ RR[ SPRINKLER CONTRACTOR. RISER LOCA llON PER PER I.R. W.D. STANDARDS MORE TIIA/1 700 SPRIIIKIEI HEADS SHA/1 BE MONITOIIEO TO AN APPROVED lOCAll0/1. rnc,w "-•• rn= uw=,., uw,o •"•w= •= = ~,= "" ,;;;,.__ ©- 2 A BElOW CRO/JNIJ ASSEMBLY APPROITTJ BY 11/f WA7171 AUTHORITY ANO LOCATEO IN AN PROWOEJJ 1/1/£/lf PIPE PASSES TIIROVG/l 111E FLOOR OR WAU. UNOE/1Gf/OIJIIO PIPING ANO SPECIRCAll0/1S OIi J08 SITE AT A/1 HMES. H()fl/lOIITAl ANO lfRllCAl LOCAIIO/I BEFORE COIISTR/JCIIOII. v!!,r-INSTALL 8° TO 4• REDUCER AND II/RUST BLOCK PER IRWD REQUIREMENTS C WSTAU llfRUSTBLOCKS AS REQUIRED PER APPROlfO VAll,cT. THE LAST ~ff ON THE ASSE/181. y SHAIJ. BE CONTR0/.1.E/) BY AN SERWIG RRE SPRINKIEI RISE/IS SHA/1 IER/1/NAIE MIHJN 18" OF AN EK.TERIOR WAIJ. ANO 1. C/.AY PIPE JOINTS S//A/1 BE TYPE '(!" MEC/IANICAL COMPRESS/OIi JOINTS FOR MAIN i/NE SElffll; Q FINAL INSP[CIIO/I FOIi WATEllUNf /JUST 1//CWOE WA/ER SAMPLES THAT llf'cl BE TESTEO FOR CONDUCH~Tr, TURBIDITY. &: STD, PLAN NO. W-12 QT( OF Nfll/'ORT BEACH SlD-S/Ol S£E DETAIL SHffT 2. APPROVED POST IN/J/CATOR ornc£ THE POST INO!CATOR orncc SHAIJ. BE PAINl[J) 6' A80ff FIN/SI/ED F10/J/I. TYPE "o" J{)INTS, DANO-SEAL. OR APPROV[[) :!:! ... rORorLAsm~~ ANO REPAIR IIV/I/( 0//lY. ANO OIJOR. THE TURBIOITY ll'JST 8[ /£SS ff/AN 2.5 Nlll N/0 I/IE ODOR MUST BE lESS 111AN 1.0 ro,v, NOT TO @--R8/0l,f EX/SllNC S[RWC[ AND M[lfR. RfMOVE CORP. STOP AND INSTALL ©-INSTALL 4• DIA [,LP. 90' [I.BOW. OSHA SAFETY REO, BE LOCKEO IN THE OP£// POSIHON ANO IF CONTRO/lJNC 1,/0//E l. II/RUST 81.0CKS OR 0/HER APPROVED METHOD OF ll/RUST RfSIRAINT SI/A/1 BE PROWOEO a AIJ. LAIERALS S//AIJ. BE PLACED PR/OR TO Slln,am "''· INCLUDE CHl0/111/f OOOR, TO BE ACCEPTAB/.E ® BRASS PLUG PER LR.W.D. REQIJIREMENTS. VERIFY UN[ NOTIN US[. • " • • THAN 100 SPRINK/£R,-//(AJ)S 1,/0///TORED ID All APPROlfO lOCAHON. 1/H[[/[lfl/ PIPE CHANCES 0/R[CT/0// (RfffR TO ATTACHMENT A) 9• STAIIP "S" av CURB Ar S£M]/ LA/ERA!. LOCAl/ONS. ~ THE CONTRAC/0/1 WfJ/I//INC 0// IRlifJ WAl!l1UNES /,1//ST HAVE, A C-34 l/CENSE DR A Cl.ASS A CEl/£RAl -INSTALL 2· SERWC[ W/ 1112· /RR. WA/fR M[TER . ©-' J 111E LOCA llON OF CON#IOL DEVICES SHALL BE APPROVED BY 111£ CHIEF ANO THE M. THE FOUOll'.NG NJ/1/llONAI. NOTES PEIITAINI/IG TO flEl1) INSPECllON REQl)IRE/IEIITS SI/All 10. S£ll,fT/ MAIN 'sHAIJ. BE AIR OIi WA/ER lESTEO MEEllNG DISIRICT ENCIIIEER~ APPROVAL CONTRACTORS LICE/IS[. @--PER I.R. W.0. STD PLAN NO. W-Z E CONST. 2 WAY F.D.C. Potier f rem er Mod;/ No. 5761-D in polished chrome. WATER Allff/0/I/Tr. """' Al.SO BE PLACED (ITT/BAT/II} ON PLANS: II. PRIOR TO ASPHA!.T CONCRETE PAVING, MANHO/.£ FRAMES ANO Cf!VERS SHAIJ. BE L£FT 6' BROW ! COi/TRACTOR SHA/1 OBTAIN ANO 9/0W PROOF OF A 011fAlERINC PERI/IT FRO/I ff/[ STATE OF CAilFORNIA, RfG/0//AI. HOT TAP 12x a· 11/111 TAPPING SLEEVE AND 8' GATE VALi£ PER IRWD SI 0 .... [scutcheon legend should be ~UTO SPKR' 0. ::~~~;n;;'tDv::w:;'roCO::,;::f: r:fI/t!/!/~ :!iE:ot;'!° r:":;::~ A FIE10 INSPECHON N07[S ANO R[Oif/REJJ[N/5· :s; ::~ID~ s::;_s:;ACING IS Cf!MPlfl[J), FRAMES ANO Cf!VEIIS SI/AIJ. 8£ RAISED ID WA/ER CUASiU'EiTYfffiC(J//l?TRO/.(iC.BOAM.ROS.PRD.'KIR) TO Ill[ START or CO/ISTRUCll0/1. @-INSTALL 8x6" R[DUC[R &: TRUST BLOCK PER IRW SID. W-12 ~ 11/STAU e· DIA. D.LP. 90' llBOW. Acass ROAD. 11/f FDC SHAIJ. BE PROPalLY SUPPOIITEO ANO SHAIJ. BE PROlECl[J) FIIOII l'RWD ST A Aln!A no 1111 A Tt::'R ,.,.,,,, Tl::t:, • ©- MECH/I/I/CAL IN.RIRY. 11/E SIZE OF PIPING AND IHE NIJl,/BER OF IN/£TS SHALl BE APPROVED A. A FINAL 11/SPfCllON IS REW!REO. SCI/EOU/£ A/1 INSPECHONS ANO TESTS FO/ITY-DGHT I ,,,.,,u, II, ff,,,. I ,:;;; , IIV I ,:;;; .::,; • • • ' • C INSTALL 6' P. V. C. ( A. W. W.A. C-900 ) CLASS 200 DOM[SllC BY THE CHIEF. IF ACCEPTABJ.£ TO 11/f WA/ER AUTHORITY. IT MAY BE INSTALJ.El) OIi ff/£ , (48) HOIJRS IN ADVANCE BY Pl/ON/NG (!149} 559-7537 ®-CONST. 6' V.C.P. SEWER LATERAL AT 2% SLOP[ MIN. PER C.M.S.D. STD S-104-A, D ®-INSTAU 5• P. V.C. ( A.W.W.A. C-900) CLASS 200 DOMESllc' WATER LIN[ PER I.R.W.D. STANDARDS. BACKF10W ASS£llBL Y. FINE OEPARIMfl/T !N/£T COl/1/fCHO/IS SHA/1 BE PAINTEO OSI/A B IHf IIIENC/1 SHA/1 BE EX CAVA TEO FOR Tl/RUST 81.0CKS ANO INSPECIE1J PRIOR TO POUR. A. /HE WA /ER SYSTEM IS TO BE !NSTA/J.£D BY THE DEVElOPE/1. fil WA/ER SYSTEM M/1/K SHAIJ. COi/FORM TO /Hf @-UNLESS SHOW/I 011/[RII/Sf. ( 6' V.C.P. R[Q'[) IN STflffT R/W) WA JfR UN[ P[R I.R. W.D. STANDARDS ®-LL 4.v,•v • n1,P, ,,.,. AIJ. CORRO,=., =n=nno, SHA/1 BE '" """r "'RE ='AIJ. or r,·••[N -, -""G • • • 21 ••sr,·•11. "'["~R ct£,·•N-OIJT p,•ro A.P. W.A. STD. P.'"N "0'0 Q'/1 AS @ . . . . . H INSTA ,, n4 v .. ' ICC. SAFETY RED. ~"" rnv,c, .. w, '" r~s.. ~ ~,. "' =• ""U', w,.,.,, 0/SIR!Crs "PROCEDURAL GUIOEUNES ANO GENERAL DESIGN R[QU/REl,/[NTS ANO CO/ISTRUCll0/1 MA/ltJAI. AS "'· n J, "" n w '-" ,. ,.. IHCT,"'LL 2· R,•nD'D oro ''R"" STD W £ EVEIIY SPRINK/£R SYSTEM SHA/1 HAif A SEPARATE Cf!NNECllON FROM 111£ PRIVATE FIRE ANO PO/JR/NC THRUST BLOCKS THAT FITHNCS ANO JOINTS AN£ NOT BIJR/£0 t.V CONCfl£7f. LAST R£WSEJ). R[QIJIR[O BY COSTA M[SA SANITARY DISTRICT. -"'"" rr, re" " •v -2o MAIN. C. A H'tDROSTAllC TEST (nw H/JNO/IEO PSI PRESS/JR£ FOR IWO //0/JRS OR RFTY PSI Olfl/ B. THE O/S/11/CT £NG/NEB/ING OFFICE SHA/1 BE CAIJ.[J} FOR /NSPECllON FO/JR(4) WORKING DAYS BEFORE START or ©-JOIN [){fST. 6" SEW OR SEW LATERAL PO/HOLE TO [STABLISH MVATION & JOIN TO 11/E 0-INSTALL 6' TO 4" 0.LP. R[DIJCER. 0- ©- CD- ©-- I I I I ' I /NSTAU 6° DIA. D.I.P. 90" ELBOW. INSTALL 6i<4°X6' D.I.P. If[. '· !,VSTALL 6x6x6" D.LP. TfE INSTALL 4• P.S. V. PER CITY or N[UPORT BEACH REQUIREMENTS COST A MESA SANITARY DISTRICT APPRO"flfi C/)/($/Rl/CllOll /11 AC4CYA ST. R/11' av1r. II I ..• ,J ' D/STR,I T. OAIE f. I/HERE IT IS U,/PRACllCAL TO PROV/OE A POST INDICATOR VALlf, VALffS SHA/1 BE /HE /IAX//,IIJI,/ STAllC PRESS/JR[ /ti/{}/ IT IS OlfR ONE HUNDRED ANO FIFTY PSI) S!IAIJ. BE OONK AT (949) 453-5300 OR (949} 453-5615. @-SAllSFACllON OF llfE COSTA MESA SANITARY DISTR/CTINSP[CTOR. ~~Q f ES SI 0# REF: R-5438-S P£RMJTIE1J TO BE PLACED IN VN.lf ROOI/S ACCESSIBLE FIIOII EK./ER/OR, ON £XIERIOR MINESS£!J BY AN INSPECTOR BEFORE BACKFILL ANO SOK CO/IPACll0/1. Ill[ /RENCH SHA/1 C. A PRE-C0/1S/IIUCHON CO//f[//JJ/C[ OF REPRESfNTAHlfS FT/OM AFFfCIE1J AGENCIES ANO 11/f C0/1/RACTO/I SI/AIJ. BE CAP [X/ST.(!S[lf[R LA)TERAL AT PROP[RT( UN[. n':-~\.\) S A. 1(4,: ~ ~--+--t--------------t---lA (\PPRO~ / /. _ WATE R/S EWER RISERS OIi OIi /NIER/DR RISERS /tiff/ 11/DICAIINC POSTS ARRANGED FOIi OUTS/OE BE BACJ/f/llEO BEIYlfEII JOINTS BEJO/IE TESHNC TO PREVENT M0'1fl,/£NT OF PIP£ llElf) ON 11/f JOB SJIE 48-HOIJRS PRIOR TO START or M/1/K. .;; o· , _/.::::..,( / ~ • OPERAllONS. OR IN PITS li/111 PERIIISSJON or mE AUTHORITY HA~NG ,RJ//JS01cnON. o. THE SYSTEM SHAIJ. BE FLUSHED 111/JRO/JGHLY BEFORE COIINECll0/11s MAI)[ TO rx,snNC o. 11/f WATER SYS/[/,/ ,s TO BE STAKED BY mE OE'lflOPEil's EIIG/1/EB/ AT A MIMMIJI,/ 50-FOOT STAHONINC IF THERE @-WATER ZR. W.D. : / ~ . / ,,., _ ~ ~ ~ IMPROVEMENT PLANS ~ PR/VA TE FIRE H'tDRAIITS SHA/1 BE AN APPROlfO HU BARREL ST'/1£ lifTH A MUHi/UM or SYSTEM $Tl)// ours. FLOW RA 7[ SHA/1 BE A MINIMIJ/1 or 10 FT. kre II/RO/JG/I NOT LESS ARE NO £XJST//IC C/JRB£ "' IN.'ST,illl 2' ""TE,// ccR"CE ,. urrrn PER iR. W.D. SID PLAN W 2 , . "-" .,~"2,~~,\\ •--1---1--------------+--l·=7!fu:,~,6' "~======- ,~~ oN "" ..,., " ~ "'"1"" '' '' • -/ "' • " n,-,, ~l'M'-.,v tJic•• BIRCH BAYVIEW PLAZA 11, L.P.' 0/1£ 2-1/2' NIO ONE 4• 0/JTlET. AIJ. OUTLETS S!IAIJ. BE PROWOEO ll?ff/ NAHO/IAL ff/AN 4 I/IC// PIPE OIi HOS£ APPROlfO EQUIP!IENT 51/A/J. BE PROWJEIJ BY IHE CONTRACTOR £ ANY WAlER SERWCE FOVNO ID 8£ MIi/iN A 0/llffWAY OIi 5/0EWAU( SHAU 8£ REMOVED COl,/P/£lE1Y AND RE-[XTfNO SERWCE TO BU/l[JfNG AS INDICATED "' 1 0• 6.~ l,;"'N E.f-5' 0 : . ~J STANOARf! 11/REAOS. AIJ. FIR[ HYDRANTS £o/AIJ. BE INSTA/J.£D OIi A 6' ///SER. 4• OUTI.ET(S} TO ENSURE SAfETY. 111£ FLUSH SHAIJ. BE 111/N[SS£!J BY AN INSPECTOR. . MrT INSTA/J.£D AT IHE PROPEi/ LOCAH0/1 AT NO Cf!ST TO /HE 0/STRICr. (ji)__Jf .. '.~f.TE,TAI/LL .f,.:'EAP,}RC. /.R. Aw.·ow. .• w.S.ATJ •• ~~!!ffs.;. /., .. 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C-900) Cl.ASS 200 DOM[SllC <J>, CI V I' .,;,'<-• ' ADOif Cl/A/)£ FIRE HIDRANTS S//A/1 BE lOCATEO A /,IIN/1,/UM 40' FRO/I All STRUCTURES. f. AIJ. CO//TRO/. VAL',fS SHAil BE PROWOEO liflH PENUANENT SIGNS THAT C/£ARlY G. IN RES/0£//llAI. STREETS, THE TOI' (F /HE PIPE, 10-/NCI/ES AND S/,/A/J.ER, S//AIJ. BE A 1,/1/1/MUI,/ OF 42 INCHES ~ '4 c '" DESIGNED ' RAWN CITY OF NEWPORT BEACH R )()()()( s A l([t!Z) CATE VAL ff SI/All BE PROWOEJJ FOR EACH H'tDRAIIT /N Ni ACCESS/Bl£ LOCAllON /NO/CATE THE BU/lDING, SYSTEM ANO FVNCHON 11/f VAi.if SERITT: BELOW THE FIN/S//EO SIREET SI/RFACE ANO 48 INCHES l!t!OW FINJS/1£0 STREET SIIIIFACE ON A/1 PRIMARY AND WA TfR LINE PER /.R. W.0. STANDARDS, SID PLAN NO. W-11. l'e, OF l, \ t~'!' \ -- (VALffS SHA/1 NOT BE LOCATEO IN PARKING STALLS}. SECOIIOARY STREE/5 * VERIFY All STRUCTIJRAL SECTIONS W/ SOILS ENGINEER CA DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 IRWD CODE 4029 ' -