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HomeMy WebLinkAboutR_5888_S. ) I , ... r -------------------------------------------------------------------------------------------------------·------ 6Et£RAl. NOTES I . THIS NO TE tEEIN INCOll'ORA TES BY IE!'EIENCE, Tl'DSE E8EHAL NOTES NUlllEFEO 1 TlRlU6H 17 Of OCOO. STOOARO PLAN 1801. 198S EDITIO!t AOOITIONAL NOTES WATER IMPROVEMENT PLANS .a STREET -IMP.ROVEMENT PLANS FOR 2. THE OEYaOPER/COIHRACTOR SHALL HAVE A COPY Of THE CIMNT OCEMA STOOA!ll r PLANS ON THE CONSTiu:TION SITE AT ALL TIMES. 3. THE IJE'/alll'EP. SHALL TEl.fpij)jE EMA/PUBLIC NORKS/CONSTRIJCiION AT567-7800AT ' LEAST 2◄ IDJIS PRIOR TO ST AATIN6 CONS TRI.IC TI ON lmC SU!,ECT TO EMA/fUILIC MOA(S' INSPECTION. 1. ALL lNJERGROUI{) UTILITIES OR STRUCTURES REPORTED BY THE ()ljfER OR OTHERS, AND TfilSE SHONN ON TIE RECORDS EXAMIIED. AIE I!llICATED WITH THEIR APPROXIMATE LOCATION 00 EXTfllT. THE 0100, BY ACCfPTING THESE PLANS OR PROCEEDING NITH THE Ilf>ROVEIENTS TI-EIETO A6REES TO ASSUIE 1.IABILITY ANO TO filLD UNDERSI61ED HAIM ESS FROM ANY 04MA6ES RESLl TING FROM TtE EXISTENCE OF lNlERGRllJI{) UTILITIES OR STRUCTURES NOT REPORTED TO THE lllOERSI61£JJ, NOT IIOICATED ON THE PUBLIC IECOROS EXAMIIED. LOCATED AT VARIANCE NIT!i THOSE REPORTED OR 1 ~~CACIA STREET & ORCHARD DRIVE ' • .. ◄. EMA EHCROACIIENT PERMIT IEllUIRED. EMA APPROVED PUNS 00 NOT IELIEVE CilNTRACTOR.'llEYaOPER FROM IESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PE.'lMIT NHICH SHAU. BE AVAIUBLE ON THE JOB AT ALL TUES NOii( IS BEING ACCOMPLIStED IN THE PUBLIC RI6HT OF NAY. 5. All CONCf£TE CIR! Alll GUTTER FLONLIIES WITH LESS THAN IS 6RAllE Sl'.ALL 3E NA lcll TESTED PRIOR TO FINAL FcNISHING TO INSUR: PROPER DRAINAGE NITHOUT UHACC"..PT ASlE HI6H OR LO!! SPOTS. ~'t: 6. ALL UTILITY ~ IIACilfILL ANO COMPACTION IN.. ~~TION OUTSillE HE LIMITS OF OEOICA TED STREET Rif'rlT-oF-NAY SHALL BE PERFGf.ED 6Y OCEMA IEGUU TION. 7. ALL DAMAGED CONC1£1£ SIOENALKS OR ClRIS SHALL. BE SAN-CUT ro nE IOR:ST TRANSVERSE SCOIE MARK OR AD.AJST ASlE CONTROL JOINT OR NEAKEHEO PUIE JOINT ,00 ~CED Iii CONFO!ilAIICE NITH THE N'PLICASLE Pl¥JVISIONS OF IJCl:MA ST OOARIJ PUNS . • -- B. OEVELOPER SHALL MAihTAIN AOJ.tCENT STREETS IN A NEAT, C1DN. OUST FREE 00 SAMIT AAY COl()ITIOM AT .U. TUES Alll TO THE SATISFACTION OF COIMT'! 'S INSPECTOR. THE ADJACENT STREETS SHALL !lE KEPT CLEAII OF DEllRIS. NITH DUST - All) OM.ll t'-JISAta BEING CONTROLLED AT ALL TIMES. OEVRIP'..R SHALL 8E IESPONSIBLE FOR AIIY CLEAN lJI ON ADJACENT STREETS AFFECTED BY HIS CONSTRIJC-• TION, IET!llll OF STIEi' CLEAIIIN6 SHALL BE BY DAY SlHPING Of ALL PA~'B.I AREAS. 110 STOOO'ILING OF 8UILDIN6 MAIDIIALS WITHIN THE ctUITY RI6HT-oF- l!AY ~ITliOl!T THE PERMISSION OF CWITY'S INSPECTOR. 9. PRIOR TO FINAL ACCS'TA!a: OF STREET Ill'RO'IEMf1'TS. ALL ~-:-IEET PAVEIEIIT, STRIPIN6 00 STENCILING NITliIN TIE PERIMITER Of Ti£ ,:ONSTRUCTION PllO.ECT NILL BE 1£STOiEl TO A 'LIKE IEN' CONDITION. IN A MANER IEETING THE APl'ROVAL OF nE Oill:CHJA OF PUBLIC NOll<S. ALL STRIPIN6 AND STENCILIN6 SHALL BE ACCORDING TO STANlAlll PL»I IIO. 1801, NCTE 17. - 10. TRAoT°IC SHALL BE MA INT AIIED AT ALL TUES 00 SHALL BE Pl¥JTECTED NIT!i ADEQUATE IWflICAIJE5, LIGHTS. SIGNS 00 llAANIH6 DEVICES AS P£R THE ClR£NT STATE OF CALIFORNIA. IE'AATiENT OF TRAM'lPOIITATION, MANUAL OF TRAFFrc CONTllll.S 00 TO THE Dif'IECYIONS OF THE COOOY'S INSPECTIJI. - 11. OCEM/. ST,IKlAAO PLANS SIWJ. TAKE PIECBlEIICE OVER AIIY COM".JCTS EXCEPT FIJI ST OOAAD PUNS AFFECTING UTILlTY COMPANIS, IF HEIR ST OOAfl!S AIE MO!£ ST!UN6BIT . • 12. AIIY UTILITIES UIIEI PAYED AREAS OF PRIVATE STREETS SHALL HAVC A MINIMI.M .1' 30' COVEi' 00 OEVaOPER SHAU. POOVIOE PllIVATE L.AIIIJIATORY COll'ACTION CERTI- • FICATION FOR ALL INlER6ROI.Nl UTILITIES PRIOR TO !.llY PAVING. IEVaCl'fl'I SHAU. SET LI' A ltETIN6 NIT!! THE INSPECTOR Alll fl£ PRIVATE L.AIIIJIAToaY PRIOR TO ANY TESTING. .13. A.C. PAVEMENT PLACED INER CAAPORTS/IW'S SHALL BE SLLfflY SE4I ED BEFOI£ FINAL ACCEPTA!a:. 1 ◄. NO CONCENTAAffil FLOliS ACROSS ASPIIALT PAVEIENT NITliOUT CWITY INSPECTOR'S APP00¥AL. EIOllACltENT PERMIT APPLICATION NO. ~/58 -.RC7 EMA APPROVED PUNS 00 NOT IE..IE'IE CONTRACTOR/DEVELOPER FROM IESPONSIBILITY TO OBTAIN Pl.llLIC PROPERTY PSIMIT IIKICH SHAU. BE AVAIUBLE ON nE .nl AT ALL TilES NORI( IS BEING ACCOIRISHEO IN PIil.IC RI6HT-<F-l!AY. SHONN ON IECORDS EXAMIIED. TIE CONTRACTOR IS REQUIRED TO TAKE DUE PIECAUTIONARY IEASURES IO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCT'.J!ES FOINJ AT THE SITE. IT 3HALL BE TIE CONTRACTORS IESPONSIBILITY TO NOTIFY nE OIi~ OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING NOii(. 2. CONTRACTOR AGIEES THAT IE SHALL ASSUM: SOLE AND CONPLET1: RESPONSIBILITY FOR JOB SITE CONlITIONS DURING THE COl..!1SE OF CONSTRUCTION FOR THIS PROJECT INCLlllii-:G SAFETY OF ALL PEI.SONS 00 PROPERTY, THAT THIS REllUIIEIEt,'T SHALL APPLY CONTINUOUSL r ANO NOT BE LIMITED TO NO!t4AL NOll(ING tlllJlS 00 iHAT THE G:ll-lTP.~CTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE OIIIEn. Tit:: CONSIA. TING ENGIIEER ANO nE COUITY OF ORANG!: HARMLESS FROM ANY ANO ALL LIABILITY, !EAL OR ALLEGED, IN CONIECT!ON NITH nE PERFOOIIANC£ OF NOR!< ON THIS Pllo.ECT, B:CEPTING FOR LIABILITY I.RISING ra:JM fl£ SOLE NE6LI6ENCE OF THE Olff£R, THE • CONSU.TitlG ENGitEER, OR Tl£ COllITT Of ORANGE. C!-ll VN0€1'1,,.RC'IN{J ,;;£,!//ICE lli..E.R.T O!t,~hl/6. -' 'r fl HO/IRS 6'£Foi?€ APPROVED FOR WATER DISTRIBUTION SYSTEM & FIRE PROTECTION FACILITIES ' l,i_J,/ 1-·-----"'T"'-------IAPPROVEDe, n~-1. ._J.-DATE//¼ /'ff! .:~_J, BLOCK NO. MODULE NO. COUNTYFIR~. 5-1•--'1• 011"11 SANTA ANA HEIGHTS WATER CO. 5450 64 1122 SOUTH EAST BRISTOL STREET SANTA AM CALIFORNIA, 92707 (714) 5-45-1060 OR 545--4050 DEVELOPER YO-ZV A DEVELOPMENT INC. ,l,TTN: MR. TOSHINOBU KUREMATSU 12872VALLEY\;EWST, SUITE 7 GARDEN GROVE, CA 92645 (714) 894-9085 FAX C71 ◄l 897-3834 . COUNTY .OF ORANGE E.M.A., REGULATION DIVISION COUNTY OF ORANGE E.M.A. TRAFFIC BY~~~ING :~~:1~/~~85 BASIS OF BEARINGS: . rHE BEARING OF N 50' 11' 45" W FOR THE CENTERLINE OF ORCHARD DRIVE AS CAL CU LA TED FROM THE MAP OF TRACT NO. 706 RECORDED IN BOOK 21 PAGE 25 OF MISCELLANEOUS MAPS, RECORDS OF 'fHE COUNTY OF ORANGE, STATE OF CALIFORNIA. THIS PLAN IS Slt;NED BY 0.C.E M.A. REGULATION FOR CONCEPT AND ADHERENCE TO COUNTY STANDARS AND REQUIREMTS ONLY. 0.C.E.MA. REGULATION IS NOT RESPONSIBLE FOR DESIGN, ASSUMPTIONS, AND ACCURACY. • \ R.C.E. '.'3,qz.'13 S: E.X.P. DATE :q/1o~1; 1 THIS PLAN IS SIGNED BY EMA ITE.D. FOR CONCEP AND ADHERENCE TO COUNTY TRAFF C SIGNAL Slf:NING 8i STRIPNG STANDARDS AND REQUIREMENTS ONLY. E.MA,TE.D. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. I l • BENCHMARK: O.C.S. CM21-71 (1978 ADJ.I ELEV. • •3.701 IN TH£ SOUTHEASl ,ART OI' THE INTERSECTION OF MESA DRIVE~ cv,RESS ITREETl IT FEET SOUTHEAST Of THE CENTERLINE OF CYrRESS, 21.2 FEET SOUTHftST Of' THI CENTERLINE OF IIESA, IT FEET SOUTHEAST Of THE CEHTERL!NE ,ROI.DNQATIDN 'lf THE STREET TO TH£ NORTHEAST, 1,1 FEET NORTHWEST OF a.rt WIRE WHERE IT ENTERS GIIOUNO, (THE 1111ST NORTHWESTERLY DF TWO GUY WlRES), I FEET SOUTHEAST :N LINE WITH GUY WIRES FROM A POftR ,oLE (N\JIISER lJll41tE), IN A CONCRETE ,osT, LEVEL WITH THE CRCIIJNO WITNESSIO IY A IIETAI. ,osT l FOOT SOUTHEAST. I I . ' •, L 5(£)1: ,'/Al.I< z 24 , :za' PA!/EM~VT s&c..not,/ TO BG CJ£:£.~t1.'1VCD 01 AFT!cP. "/1' 1IAlUE 15 TAKEN of" $/IBGl?AOE 5!:C,T/0,V A5 APP/?OV6 D B, 0 C E.M. A. TYPICAL SECTION -ACACIA STREET & ORCHARD DRIVE NO SCALE r: ~ -I "' :i-·" t, G' 24-' ~ 1/l!l.'rc s ,. /1. To -3 51, I/ T /tiTEl~l'icT/, 'I ~=:i~-.::.::i_J-..:4~' 'f--,/...l.ZOQ.'._' --r' ----(?&t----1 I ri - 11 --,-r/---,-1 -1 ' ' I -11 l-:::. _ I'---..____ ~ ,I I L~ I ~~=-j 2 ®71, ,,, I VIIR!ES 5. G? /, - ro !!7of. TYPICAL SECTION ORCHARD [,RIVE (STA. 10+00 TO I COSTA MESA SANITARY DISTRICT APPROVED FOR CONSTRUCTION WITHIN AC Cl STREET B, ORCHARD DRIVE ONLY A _ II 1' ft1 DI RICT ENGINE ER A1E PREPARED BY : 10+75) , I IIESA DR. Vicinity Map N.T~- CONSTRUCTION NOTES & ESTIMATE QUANTITIES* fill,! OUANJIJY 1. 10,000 SF ' 2. 3 4. CONST. A.C. OVER A.B. STRUCTURAL PAVEMENT SECTION. CONST. TYPE A2-6 (6" CF) CURB AND GUTTER PER A.P.W.A. STD PLAN NO. 104 -0. CONST. 5.5' WIDE PCC SIDEWALK PER O.C.E.M.A. STD. PLAN NO. 1205. CONST. FLARED DEPRESSED CURB DRIVEWAY APPROACH PER O.C.E.M A. STD. PLAN NO. 1210 411 LF '" 1.010 sr ,~ · ' 6. 6. 7. 8. 9. 10. 1L 12. 13. 1•1. 15. 115, 17. 18 . 19. 20. 21. 22. 23. CONST. SIDEWALK RETURN WITH ACCESS RAMP PER O.C.E.M.A. STD. PLAN NO. 1111 AND 102-0-0C. RELOCATE EXISTING STOP SIGN AS SHOWN ON PLAN & PER O.C.E.M.A. STD PLAN NO 1409. ------ SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. SAWCIJT AND REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING DRIVEWAY PROTECT EXISTING SEWER MANHOLE REMOVE EXISTING POWER POLE BY OTHERS RELOCATE EXISTING WATER METER - RELOCATE EXISTING ELECTRICAL BOXES RELOCATE EXISTING MAILBOX C-ONST. PAR'fcNAY CULVERT, TYPE A PER O.C.E.M.A. STD PLAN NO. 1309. RELOCATE EXISTING TELEPHONE PANEL CONST. STREETLIGHT PERO.C.E.M.A. STD. PLAN NO. 1411, 5800 LUMENS REMOVE & REPLACE EXISTING 4" WIDE YELLOW BROKEN CENTERLINE STRIPING CONST. TYPE L(3) MARKER PER 0.C.E.M.A. STC. PL~ NO. 1402 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY PAINT STOP BAR & "STOP" STENCIL PEA CALTRANS TRAFFIC MANUAL, FIG. 6-20 & 6-22. ABANDON WATER SERVICE & METER PER WATER LINE IMPROVEMENT PLANS. RELOCATE EXISTING SPEED WARNING SIGN AS SHOWN ON PLAN & 2EA 1 EA 1 EA 8,4SO SF 420LF 3EA 3EA 2EA 2EA 3EA 1 EA 1 EA 1 EA 1 EA LS 1 EA 1,110SF 1 EA 2 EA (&; 24. \& 25. PER 0.C.E.M.A. STD.PLAN 1 '\ CO;.!,, Rue-, CLEAN OUT PcR COSTA MESA SAN ITAi(\" DIST. STD. 1 EA 5-107 -I EAl PLU& END OF E><ISTINC.. LATE li:AL.. AT P.L, 1 EA I ,/ -* 566 5HE6T 3 FOR W'ATE=RLIN6 cotJSTRlfr,TroN AiOTeS I £ST/MATE OF Q.UANT!Ti£ S. •. • -.1. {iR15 15474 ,,, . beet 1 of 5 LEGEND. TC ,C .5'. l'tlll.5'.Jft"/J J't/RF/IC.E EtE//,l?TfON'. ,Ci ,J't,:?W LINE Et' E//l!T/ON 65 cfR!?PE 6R.f/lK §.V.C. ~Eti/</ //ER TIC.l?L CvRVE' c.vcc $.c.,l!' Ec.R. t £/w' V -C £1/P //ERT/C/ll LVki·'E. 6r41,v Ct/RI$ .e'ETt/RU. ,f,vp CIIR6 ,<'fi'tlRAI .C.~t/Te.RLIJ./ff ;<. /!'J(j/{7 "71-" NAY , Ctl/!6 I qllTTE,I? EK!.!'T/Nti CvR6 I <5t.lTTeR VER T/C/lt C<lt,!i/e. •. IMPROVEMENT PLANS FOR DWG NO ACACIA STREET AND ORCHARD DRIVE SHEET • 121 IIAIIPAIIT ITIIEET IUITE 200 OIIANGE, CALIF. tlttl 114 117-1214 DATE USE PERMIT UP 88-34P <REVISED>·, I w .o. .. I OF. 5 FILE NO. • F .I. I iii! 17 ·1 t ii VHVW7ttitflJ:W 14£2JtrrtsWMlu>1i"11tflKlfi mW1t ·r rfl-:r.,.w:o·:nrvwr:ms&t-RU,..0 ;:.11ttrtrrr1~~~-~. 'r w::t:»....-.,..,.; -,,u,-.. ·.,w·:.. • -~<,· ~·• -. e• ""'"'>""""''-~--.~,,_. .~. _, , ." , •·: -· .. ;.-___ .. .,. .,,,,. ,,. ... ' . , . .,. , ., . " ,. ... ,. __ ,, .,,_ ....... • J • . , .. i r • j 1 • J ., i . -~.,j .... .,,.~ I " !'I I I 121 IIAMPAIIT ltllEIT IUITI too OIIANGI, CALIP, 12111 714 117-1214 \ I ff,:,,:Y.JicO t' "WArE.,e V/Cf (/,RRt,$ArY'5''-' ,"£R J,1',,17'81!' t'./N& /Ml'll't!VEMl!W/' /'(A, . 4- j l 70 /'RfftP ,r,f'P 2" W//71:R ~~Ylct! / 1 (t?t>M& STtc:;J Pl!,e WA'Tl!i~ tlNl!i .IMPR<NeMli'#T f'(AN.f'. · · II I I . I 3 EXtS,~/Nq IP Y,C.P. 5£w££ ,t/f 7ER/11l. RGMOY€ hVTFl?f'li!K/NG Pr>i'TION f PLUG, PEIi? 5/fF 4. II B c, 91-51.00 -8.CR. I STtlf" $'/<f.</ • , /0" ,i. 90 00 Lo T 71 R• 1.soo' l• '3~.z7' To25oo' I I 10 SEE II ----- 1 V. •·· 4' H. 1•• 20' l EXIST//../,$ STReer llGUT. APPROVl!D BY ---------~---------------+---t JENS THIELMANN R.C,E. NO. 25742 .,_------------------+------f----iDATE APPROVED BY DESIGNED BY DRAWN BY CHECKED BY DAtE • I I • 1-w ~ I-' (/) ~I -u ~ u ~ DATE I i I ~ f 5 I-Z tJ, /4ewe,z •DR15 !54 74 \~, heet 2 of 5 :L. .2, , STA. 12 1°1 • 20' F----CON5T. ,.,,-?E AZ·G (~"Cr) CURB AND G/JTTER ?.e'R Al'/1/A STP ?tAAI NO. 104-t? 3 1----OJN5f 5.5' W/06 PX 510£1'/AlK !'ER OC.E. MA. STP Pt.AN NO. /.l.()5". ©--CON5T. rlAlil:D OEFRES5€0 CURB PR!VEvVI/Y Aff'l?OACH ,,,,.~ o.c.£.M.A. STO l't.AN IV0, 12/0, 5 >---CON51. SIOGJ'.'Avt: RETU/?N WIT# ACC/::,5 KAM??~ o.C.E.MA. sro ,"','.,,4,v' NO. !Ill ANO /OZ-0·0. ~ /?f!LtPC!i TE E )(/ST/t<,q STOP 9/<;,:t .IS S!IOW/.1 t>N l't//f./ I !Fe IJ.Ce:MA STP. P<4N' N• /~tJ'! 7 -S'AWct1T AA/D ~li'MOVE' /i')(ff1. A.C. FAVt;;Ml:N'T. 8 S',l,WCtlTA/../0 ~l!iMOVi!i" £><1fr. C//R8 A/.IP ~U'T'Ti,~ 1 >---~t:MOVIF Exrsr. P,f!//liWA,. /0 /'/(0 TECT l= x/f TING SEWER MANlfOLE ';Jj7}----RFMOV€ t=xl5T!NG !"'OWE~ PO!..£ er t?T#Eli> ~ Rel0CAT€ E><15r1N,; WATGR Mt,Tt,R ©-Rcll!CA'TE eX/5T/NG €t.ECTl".ICAI.-/30'/,6S 1/f )=---Rel.OCATF-Gxt,TtNG M-A;,'LBO><. /5 • CONST. f'ARkl<IA'T CULVERT, TYPc A f'cR OC.E.M.A 5TO. PLAN NO. /309 /i; /;'EttPC/lff t"X/45'71,V/$ TEtE/'f.l{MF 1"1/NliL PLAN AND PROFILE FOR THE IMPROVEMENT OF DWG NO SHEET ACACIA STREET AND ORCHARD DRIVE USE PERMIT 88-34P (REVISED) 2 OF 5 FILE NO, w,o, F. B, ! I ( ., • ' • i ' i ' l i \ ff ' .• l I ' ' I i j J j ,, ~:t, .• . ... -,._ , ..• --~"-· . -~ .. ,~~.c.oow:,-:rtt• ■·n-»::i·•••-· • ' :Sf •"' 2J1 · t¥-,.,.· ,.:::J'lA - - ~~ ~ -•<,• • ,:Jrrw<::r I..:..'.,.'--'"-'-=-..:-'"., ,_ • ...:;;·,, •• _,.,.;11'~-,,. ..... ~--:m-· · ~tri&V?illil •1,#il~-'f -r'··!,i.11:iv•iin if:Hi ,.c :,. r i--)Nl,c-1· :ii 's .. wf '·lin.ii..idtilt'Pt1i'r·Mi-ii:si'v:4:Hi '• 12 w "iwstarr m,,·LifrjQXitbifinl'rM;WJ;f'tN.Wiiib&WA'6§1icii.ti.JIMlltWziii!J ••~ ~-i,··'·" . ,J..:,... ;· -c,•,,(i-. -.,: -::>-~-, .. ,,.,,...,-,,.. ____ Ill -----C ...... •·-----•NI~_ .... ....:, ___ ,._,_._,_._,_,,,. __ ,_ - • ,,i,.. l' I 1. 2. 3. 4. WATER CONSTRUCTION NOTES WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND .SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT. CONTRACTOR TO HAVE ON JOB-SITE A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. CONTRACTOR TO NOTIFY S.A.H.W.CO. 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 545· 1060 OR 545--4050). PLAN CHECK, INSPECTION AND ENGINEERING FEES, AND ALL METER AND SERVICE CON- NECTION DEPOSITS WILL BE MADE PRIOR TO SIGNA TllRE OF GEN~RAL MANAGER. 5 A PERFORMANCE GUARANTEE BOND SHALL BE POSTED IM THE AMOUNT OF 10% OF THE ACTUAL COST OF INSTALLATION OR $500.00, WtilCHEVER IS GREATER. THE BOND AND APPLICATION/PERMIT FEE MUST BE RECEIVED BY SANTA ANA HEIGHTS WATER COMPANY PRIOR TO OUR FINAL APPROVAL OF PLANS AND/OR ISSUANCE OF APPLICATION/PERMIT NUMBER. ALL WORK DONE UNDER THIS APPLICATION/PERMIT NUMBER SHALL BE IN AC· CORDANCE WITH COMPANY RULES AND REGULATIONS AND STANDARD SPECIFICATi':>NS. 6. SEPARATION BETWEEN SANITARY, SEWER, AND WATER MAINS WILL BE 10' HORIZONTAL, 1' VERTICAL 7. A 15' WATER MAIN EASEMENT WILL BE GRANTED TO THE S.A.H.W.CO. FOR MAINTENANCE PURPOSES, 5 FOR WATER SERVICES (7.5' EACH OF MAIN; 2.5' EACH SIDE OF SERV!CE). EASEMENT DOCUMENTS ARE ro BE SUBMITTED TO THE COMPANY NO LATER THAN ~ DAYS AFTER NOTICE OF COMPUETION IS FILED. 8. 9. 10. 11. 12. 13. . 14. 15. 16. 17. 18. 19. SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLA- TION Q,"' WATER METERS AND BOXES ( PER MCWD STANDARD DRAWINGS 1,2 AND 3). PUEASE STATE METER SIZE AND QUANTITY NEEDED ON PLANS. WATER METERS WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS 1·'.~VE BEEN INSTALLED, TESTED AND CERTIFIED. CONTACT WATER QUALITY AT (714) 754·5398. PROTECT EXISTING UTILITIES IN PLACE. WATE!'I MAINS SHALL HAVE 42" Mll~IMUM COVER TO FINISH GRADE. RAISE EXISTING WATER VALVE COVERS TO GRADE 9 (l'ER MCWD STD. DWG. 14). INSTALL ARE HYDRANT ?ER STANDARD DRAWING #4. IOWA CLASS A•F5100P r,IALVE OPEN- ING 5 1/41 IS THE ONLY ARE HYDRANT ACCEPTED BY SANTA ANA HEIG~'TS WATER COM· PANY. INlITALL BLOW-OFF PER STANDARD DRAWING #9 . WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. BACK FILL MATE.RIAL WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER. THE SAND BACKFILL WILL BE COMPACTED PER STAN[lARD DRAWING #18. CHIP 2· WIN CURB FACE TO IDENTIFY WATER SER\.1CE LOCATION. INSTALL THRUST BLOCKS PER MESA CONSOLIDATE::> WATER DISTRICT STANDARD DRAW• ING #12. 20. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 21. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO EXISTING MAINS. 22. CONTRACTOR TO RETIJRN ALL 111.ATERIAL REMOVED, EXCEPT A.C. PIPE, BROKEN CON· CRETE AND NATIVE SOIL TO SANTA ANA HEIGHTS WATER COMPANY. 23. 24. 26 27. 28. WATER METERS AND BOXES TO BE INSTALLED BY S.A.H.W.CO. BUT PAID FOR BY OTHERS. I A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERV• ICES TO ANY CONDOMINIUM IJNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE METERED SERVICE, CONT ACT WATER QUAUTY AT 754-5398. - IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCi?LE ASSEMBLY TO BE INSTALLED. ~-• A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL INDUSTRIAL BUILDINGS. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL COMMERCIAL BUILDINGS. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN S.A.H.W.C.O. EASEMENT OR WITHIN 7.5 FEET OF 1'JN S.A.H.W.CO. FACILITY. az 1 RAMPART STREET SUITE zoo ORANGE, CALIP. 11111 714 117•1214 \ I • ---- ~ /r;J C<1N'ST,<(lcr I" ScKVICI:' /!SS"t' 11117H /" WA7E,l? MGTER /?GR M. C. W. D. 1,-7p_ /:We,. No· / f 5 ( B4-q./! M. -To7AL txAf~TtC) Ir? ; a.v,-net1cr .z" MA1.11FtJt.C> f tl.A.-:JCFtlJl<I /'R£1f?f.f-re,e ;t'eR ,1,1.c. w.P. ST(:). PW4. t,/,,. 7 / /,f, (8~ q..P.M. -ToTAL =rrc} I EA. r:'2:-:-'{I,< 'ELIY..,//-TE,/,4M"'a».i EJrtS:T. ~IF' 4itS .!eJ/!V/,:;,,! By t>T#e.t2S.* I EA. -~-------~.,_c........._ _______ ........_ _____ ®-.eeMoV& /1./TG~f'/,f{/NG F()/'TION t)f" EX!ST?N'G S6W!SK t.Art:KA/. f l'l.11(.. e/D /EA. . • & iz f.ElfoVG ,;-;:rfrtNG f't.l/6 /cotvsrwcr c," ~".'c. nr1=c.1NG' I (p' f~ _,..__-<.. ,ii tr)//8l€ CHECK. YALV€ BAcKPltJW ,P.('EvGI-/~. /''I:~ M.C. y/p 5Tt?. t €A DW'6. fl. ¾; CON Tl;ACTO~ TtJ ;,/O TIF'r' TIIE GA5 COrlPA/1/Y P('IO!f' 7tl CO!V>Tf'l/CTt0/\1 { CaJfCllN'AT€ W/TI{ TIIE GAS <0!'1PA,\/Y. CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES C'tJ,<i,5'T.RtlCT /t,>" I?. Ill //Ai.VG FlG. xrL6.l'O<'MB'/I t'a<IStJtlPATeP Wll7ER Pl.f'TRICT 5TO /JWq. ,,v,_ If. ' t,:?l.lfTRLICT TIIRtl,f,T BIXK /ee lfrfEf/1 CtJI.ISt?tlP/17lit? WI/TER #lf/RICT S!o. l?Wq. No. I?. CONSTRUCT 10" 'fO' Be/JO GT. x GT. CON5TRIICT IO"x IO"x tO"xtO' CR0.55 (,Cti,.xFL4,xFtQ.<f'Lti.) / IO"~c,'(rLG. xPLG) l?eOilCefi/.. Bl/ND !"LANGE CO/./TINUATION. ,:tJ/,/STRtlCT lt?"x G" .eEotJeeR. (GT. X FlG) C:/JNS'TRt/CT G"'• 'ft?" ,9e/,/O PLG. , PLG. REM/Pt/If /l.l7ERFit.e1,<1,, 1'<1!2itt'N' .t?r ex1sr11v<i IE· 11.c. w11r1:.e £//,/£ f ~,, VIIL/4f I JOIN' ilfc I /!'l:C-f.lECT EKIST. ,; .. V"1tf/tf /If ,'lltJW,</ ,Pl.I /'£/II.I. ABANDON E>'. 5£RVIC£ AT MAIN 8YCLJNTRAC7VR. .f Rert/RN /1/E.TeR. TO 5-All IV C )'ARD. CON5TRucr !"Alf'!. f VACIIIIM /i/t:LEASI: VAL.VG ASS'Y PeR MGSA CONSJLIOAT!:O WATei< OISTRICT 570. OWG. No. 8 · C0/,/511?._UCT z' 5ER..VIC€ A556Ml&I...Y WITH !',i',.-;.r1:R METER. %~ M.c. w. /J. · ST/?. t?1<4$: No. ~ ff !$ . ( # <$.f.M. -To TAI.. .t:!ME,rrc) I till 4-e.4 ZEA I eA 2 :,4 I Ell L.S. I €A IE//. REMiJV& PORTION OP r;,1' A.C.P. 70 Nt;A/'il:ST JO!Ni ,I JOIN W/t;," GT. X A.c. ADAPT£/<.. . L.s: CONSTR/.IC T 10',!0 'x/0' TEE {FLG ~f'LG. ~Ft..G) Bl.IND Ft.ANGli CONT//\IUATN)N I EA CONSTR,1/CT G" f"V:C CLA55 150 C-100 11/.l. (IVHIT!=) /?ti' IRJSitt. Iii Iii ·1 I Vicinity Map /J.1.'7. lfihRl5 15474 181 •et J ---,, V[ 5 L T t LEGEND: T. t. F.S. F. L. G.8 if.?. ,f ,8.V.C. /:. V: C. ~/. £- y y I 8 -----TOP OF CURB ELcVATION ----FINISHED SURFACE ELEVATION ~----FLOW LINE ELEVATION -----GRADE BREAK -----HIGH POINT -----PROPERTY LINE -----BEGIN VERTICAL CUP.VE -----END VERTICAL CURVE . -----POINT OF INTERSECTION -----CENTERLINE FILL OR CUT SLOPE ----LOT NUMBER , --FINISHED FLOOR ELEVATION TRACT BOUNDARY -~----DAYLIGHT LINE Fill -;·oo------EX,ST' CONTOUR ELEVATION <§ -----PAD ELEVATION ~ --· -----£XIST/,</~ /ITIU7Y 1/S' Sh'-,</. ---------/'£,V,::>ftf.O WI/TU twt:. ----~-eXISli',l:i r/.l'E IIY,/IQ/1/T, 15 0,/JSTR.t.JCT 10' FLG;<. GT ADAPTt;R. • 4EA. f{p ,,1N>7 f"' StfRV,t:£ 1<1/ f" WAilf,e ME7li!e ,' Mc.l:Tt,JW /f?¥VEA/Tlf,e f'i?e / t"A .-----------------------,------------------,--:-:~~:":~-~--:...---.::.;e,;:;;:t:~/"'.4~·-:7,:Jl</~~,'l;,:;l!i:;;ie"""' • C. • t>. STP. PWt. • /to, /to. I> ~,,,,,,,.~,.ft'.,£.,t~~n1,1' ',;;.'O;,,;il,i,;)·------------------------------- BASIS CF BEARINGS: OWNER THE BEARING OF N 50• 11' 45· W FOR THE CENTERLINE OF ORCHARD APPROVED FOR WATER DISTRIBUTION YOZVA DEVELOPMENT INC. DRIVE AS CALCULATED FROM THE MAP OF TRACT NO. 706 RECORDED SYSTEM & FIRE PROTECTION FACILITIES ATTN: MR. TOSHINOBU KUREMATSU IN BOOK 21, PAGE 25 OF MISCELLANEOUS MAPS, RECORDS OF THE 12872VALLEYVIEW ST., SUITE 7 COUNTY OF ORANGE, STATE OF CAL!FORN!A. APPROVED D.._,([),.._~~ DATE 1/ffee &f<J GARDEN GROVE, CA 92645 Bf NCH MARK: o.c.s. CM21·71 (1976AOJ.) ELEV.• 63.705 IN THE SOUTHEAST PART Of THE INTERSECTION OF MESA DRl'IE AN~ CYPRESS STREET: 'ZI FEET SOUTHEAST Of THE CEN I EPIJNE Of CYPRESS. 212 FEET SOUTHMST Of THE CENTERLINE Of MESA. 'ZI FEET SOUTHEAST Of THE CF.,ITEALINE PROLONGATION Of THE STREET TO THE NORTHEAST. 7.7 FEET NORTHWEST Of GUY WIRE WHERE IT ENTERS GROUND. iTHE MOST NORTHWESTERl Y Of TWO GUY WIRES). 3 FEET SOUTHEAST IN LINE WITH GUY WIRES FROM A l'O'M'R POlE I NUMBER 1788402El. IN A CONCRETE POST, LEVEL WITH THE GROUND. WITNESSED BY A METAL POST I FOOT SOUTHEAST. COUNTY FIR'iiliARSHA!l . ' (714) 894-9085 SANTA ANA HEIGHTS 1 i22 SOUTH EAST BRISTOL STREET SANTA ANA, CALIFORNIA, 92707 (714) 545-1060 OR 545-4050 DATE SAH-120 W.0.-1066 FAX 14) 897-3834 JOB ADIJRESS 2tJI~ tJ,<"CH'ARD ,t:ie/1/e !31/I.ITA /{1,1,4 llel~#Tf', Ci1.ltrt'RJJIII REVISIONS ,4/li', VG .Cl BY DATE PLANS PREPARED UNDER THE SUPERVISION OF f """" ~ I~ .<'ewJliA .,,,,..,,., N<>n'J /6 ,, l§JA-(!,I f(-1.,,t'f • I I • • • OPAtZ Vk~ :1,~1f1. • ·_ Cl R.C.E. • APPROVED BY t---" r1? ...--.t. ,,.,..tf r-·- SANTA ANA HEIGHT WATER COMPANY • DATE \,: PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and p,operty, lhat the requirements shall apply continuously and not be limited to normal working hours; and that the Contraclor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence . of the Owner or the Engineer. The existence and location of any underground utilitits or structcres shown in these plans are obtained by a search of available records, To the best of our knowledge, there are no exi,ting utilities except those shown on these plans. The contractor is required to take all precautionary measures to piotect the utilities shown, and any other linas or structures not shown on these plar'!S, and is responsible for the protection of, and any damage to these lines or structures. ACACIA COURT BUSINESS CENTER ACACIA STREET AND ORCHARD DRIVE SANTA ANA HEIGHTS, CALIFORNIA WATERLINE PLAN . . ,. 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