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HomeMy WebLinkAboutDWG 479-2; 5208; RECYCLED WATER - PHASE III PIPELINE EXPANSION SEG 18; 01-06CONSTRUCT/ON PLANS FOR THE CITY OF OCEANSIDE HIGHWAY ·78 -~··~··· RECYCLED WATER PHASE Ill· --f?IPEL.-JNE-f-XRANSION SEGMENT 18 CONTRACT NO. 52081 NTS ......... PROJEC ,,. 'SITE CITY OF VISTA ,::;> '<:--() WATER /!) () ~ / ~ fr-LGA o 1 CITY OF SAN MARCOS CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA PACIFIC 05~1\N / AVE CITY OF ENCINITAS VICINITY MAP NTS DECLARATION OF ENGINEER OF WORK I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CiTY OF CARLSBAD IS A REVIEW FOR rHE LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH CITY PROCEDURES AND OTHCR APPLicA8LE 1-'ULICfES .A.Nb QRblNANCES. THE PLAN CHE.Ch IS NOT A D_ETERMINl:\TION OF THE TECH~ICAL AQEQUACY OF THE DESIGN OF THE IMPROVEMENTS SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGINEER Of WORK, I AG.REE TO INDEMNIFY AND SAVE THE CITY OF CARLSBAD, ITS OFFICERS, AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY WHICH MIGHT ARISE FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF WORK, MY EMPLOYEES, AGENTS, OR CONSULTANTS. SHEET l\lp. D~AWIN_G .NP, 1 G-1 2 3 4 C40654 ------ LICENSE NO. -~rSf-1 ~ __ DATE LEGEND, ABBREVIATIONS AND. NOTES ,,_,,,,, __ ,~u-.,,,'"'·"-' ·-·-··,·---,. -· . ,. -- BOARD OF DIRECTORS MA TT HALL -PRESIDENT LORRAINE WOOD -BOARD MEMBER MARK PACKARD -BOARD MEMBER KEITH BLACKBURN -BOARD MEMBER FARRAH DOUGLAS -BOARD MEMBER JOHN COAT/iS EXECUTIVE MANAGER SKIP HAMMANN JR. . -' . ' PUB.LJC WORKS DIRECTOR OCTOBER 2013 NTS PROJECT >-LOCATION 1 /;; IMPALA DR ~ _J <,: Q FARADAY AVE RUTHERFORD RD PALOMAR AIRPORT LOCATION MAP NTS 5 C-2 6 .-----,-t----------+----1--+---------1-----1 ~ CITY··• .. QF. ·.· ··C·•··. i ... ·.:R ... I,SBAD Ll__j .. UTILITIES DEP~RTMENT "AS S:l.ilLT'' -Z~/~ .. ~ . ,t/4()7#. P.E.4i"f.?1 EXP. 3./11/21,. DATE '-_ _--·-. ; ·'• '.?" /~ ,' : ?: \ ';. .:·_ . ",;· _-.-'-.:'¼!#I,,-....•~"-7.;;'' ,-- ,-,----t-~----~------~--+-----1-~+---+---__j IMPROVEMENTPLAN FOR: ,.,, ':·-,;_:·.,,};, I SHAETS I r N ln w ,: u z 0 V) :::, ro fD ..+ I-> Q., m 0 ~ Ci) .j::,, "-.I \.0 I I\J 1. CARt$ElADMDNICiPAL CODE 2. QIJ'Ypf.6A.ffL's~AP ENQINEERiNG STANDARDS 3. T1-1Is setoft>LANs · ·. · . ·. · · · 4. 1'"1-1~ .STANQ1RD, $f>f91f!CA tlONS FOR Pl/BLIC WORKS CONSTRUCTION (GREEN EIQPKJ CllRRE1•{r tollfoN. •·· .. . . . .. . • · . · · · · . · 5. Tl-IE ~1Jtqi~'c;°<:> AR~A R~<?IQNAL ST ~Nt:!ARD D~AWIN(;$ AND AS MAY BE MODIFIED BY ti-I~ QITY 6i=bf~l.SB,Ai:>STANPARDS. 6-CAUF<>Rt)l•A st6kM w~te~ au1t.rrvAssoc1Ar10N BMP coNstRuct,oN HANDeooK ANo cAL fAANs coN$tRLJ:cr,oN sItE .ail;, MANUAL. BASIS OF ~EAijiNGS ANP OOORt.>INAfES tl-lE.f!J\~.fS 0/= E!E,ARlt,1~$ F,OR ti-I/$ PRC>JECT IS THE INV~RSE ()F THE CAUFORNIA c9qRr>JNAf1: s.vsTe~ 1 ~~~ ~.P~t a, 1 !!91.35 FJPQcl-l J\DJystMENT 9oqko1NAfes oF StAfiqN CLSB,098 AND STATION CLSS-108 FROM RECORD OF0Si.JRVEY 17217 CITY "' .-··: .. :;·,,,.__.··_,;''.>_-,,·.•:-. -_--':.··:_·_· ,._-~-·_,,-,'.' ,._":_·;·_-:,·--... -".:···-:-,:-"·· ," --->-·-, · __ ."' ',,-._.,:_;-_._,._·-: .. ' --._,- OF CJ\RLS~AO $1,JR\,'f:YQ9NtROL. I .. E. NORTH 51 •55'33"1JVEST 2701.75 f'EEi. SAID cop~Qi~ATES A~E ALso f.>1.1a1.,lsHED IN THE couNrv or: sAN DiEGO SURVEY RECORDS SYSTEM. . . . co9R1?!.~ATE~ l-YERE ESTAiji.,IS,liED IN $AID SYSTEM ON THE FOLLOWING DESCRIBED .STREET SURVEY MONUMENTS BY GP$ S.URVEY. SAID MONUMENTS WE'RE SET P~R PARCEL MAP NO. 12561, AND PARCEL MAP NO. 13958: . A BRASS DISK IN A STREET Sl,IRVEY MONLIMENT AT THE CENTERLINE INTERSECTION Of'IMPALA DRIVE (GOLDENBEAR PLACE PER PM 12561) AND PALMER WAY NORTHING= 1995750.45 FEET EASTING"' 6248738.08 FEET ELEVATION 298.11 FEET A ijRASS DISK IN A STRE.ET SURVEY MONl,!MENT AT THE CENTE.RLINE INTERSECTION OF PALME~ WAY AND FARAQAY AVENUE (FARADAY DRIVE PER PM 13!!513). SAID MONLiMENT IS TH.E NORTHERLY OF THE 2 MONUMENTS THAT WERE SET IN THE INTERSECTION PER PM 1395.8 NORTHING"' 1995043.10 FEET EASTING :;;, 6248825.08 FEET ELEVATION 317. 79 FEET f31;NCHMARK THE ELEVATION BENCHMARK FOR THIS PROJECT IS THE NGVD 29 ELEVATION OF A BRASS DISC SET IN A STREET SIJRVEY MONUMENT AT THE CENTERLINE INTERSECTION OF IMPALA DRIVE (GOLEDNBEAR PLACE PER PM 12561) AND PALMER WAY NGVD 29 ELEVATION= 298.11 FEET TO CONVERT TO THE NAVO BB DATUM, ADD 2.16, (300.27 FEET) SURVEY BY /EC 14271 DANIELSON STREET POWAY, CALIFORNIA 92064 CONTACT: GARY RUSH, PLS 858.413.2400 :Q!i~~NQ ___ .1t§L, .➔l$f .. ·._r.•.-.E._"_l: .. _-.:,,.·:, •. •·•·· . 12SF 1iiSF .. -· . . --·" .; .. · ... , ., ·•'""'' .. .·,92~1§h!I:!'.. . . 1_t;si.•• ~~st"./ 4$~ B§[l!Q f():$f 1~[$i=:. ~ 22:$~:e1:.l-4lJ.. ··· 5!f' , · .ts.l'. · 1;f:25\BENO. 5 SF 7SF -·------~-'----"-'·-•-'-·'+•-··-·· ~ ~-. -•-··"'" •-~"-''''~ - *SlziNG FROM bItv.sto "c>WG W-19 f'REss·uRe "'225 PSI . VALiJes ARE FOR SAND ---- IMPALA DR FARADAY AVE ' ' KEYMAP SCALE:NTS 1r-~-1< DATE I l EXIST:ING EXIST coNrOUR EXl$t EDGE OF PAVEMENT EX]ST Flt,/ISH SURFACE (PROFILES) EXIST EASEMENT EXIST PROPERTY LINE EXIST ROW LINE ABANDONED VAULT EXlSt BENCHMARK EXIST BUILDING I STRl.lCTU!iE EXIST AC PAVEMENT EXIST FUEL EXISTWAtER EX I St RECYCLED WA tl:A EXIST SEWER EXIST $EWER FORCE MAIN EXIST GAS EXIST STORM DRAIN EXIST DRAIN EXIST UNDERGROUND ELECTRIC EXIST CABLE TELEVISION EXIST Flf!E;R OPTICS EXIST TRAFFIC SIGNAL EXIST AEJANDONED PIPE EXIST FIRE HYDRANT EXIST FIRE SERVI.CE E.1<l$T SANITARY SEWER MANHOLE EXIST WATER VALVE EXIST WATER METER EXIST STREET LIGHT EXIST TELEPHONE UTILITY BOX EXIST ELECTRIC UTILITY BOX EXIST TREES / BRUSH EXIST BLOW OFF EXIST AIR VALVE EXIST LIGHT EXIST TRAFFIC SIGNAL PULL BOX EXIST CATHODIC TEST STATION EXIST SIGN POST EXIST GAS VALVE EXIST TELEPHONE MANHOLE EXIST BACKFLOW PREVENTER IMPROVEMENIS HORIZONTAL CONTROL POINT ALIGNMENT DATA PROPOSED WATER PIPELINE GRADING ELEVATION FINISHED GRACIE (PROFILES) ABANDON I DEMOLISH/ REMOVE SYMBOL ---------------120 '\ '\ '\' --------- ----------- -----FUEL----- ----W----- -----RW---- -S- -FM - -----G----- -----SD -- ----0---- .. - CATV ---FO .. IESl ® [ll\l] TS o-------¢- II] [E] E ' 1I SYMBOL OJ @ 10+00 120 I I I I I I I 1111111111111111111111111 THRUST BLOCK PER CMWD STD DWG W-15 WATER VALVE, VALVE BOX, AND COVER PER CMWD STD DWG W-16 ~ --®~- 1 "/2" COMB AIR/VAC VALVE PER CMWD STD DWG W-7-__ __ _ 2" BLOW OFF PER CMWD STD DWG W-6 2" MAV PER CMWD STD DWGW-6 RECYCLED WATER SERVICE PER CMWD STD DWG W-4 (SIZE PER PLANS) --IRWI ABO A!iDL ,,_., ., AV. AL:rN AWG iviG APPROX ACP AC @ 111/E eve llTWN BO BOT BFV CATV c, Ce llTR CT~D CHKD CHL CL CLR CM~&c CMIIVO C()MB CONC CCP CRSI CONN CONT CMP CPLG CY DIAG DWG DI DIM,I DIP DR EA EF EW E Ebe EVC ELEC EL,ELVE ENGE EXP EXST FCF FG FH FM FO FS FLG FLEX FL FT G GA GPM GALV GALVS HWL HORIZ HYD HGL IE IN ID IPS INVT IE A~1~!?,2~ :r{;~s;L ALTERNATE AMi::ltltAN WIRE GAUGE ANGLE :~~f~~i1AiiMENT PIPE A~f'HALTIC CibNi:REtE Af AVENUE BEI31N.VERTICAL CURVE ".• .. :v; .. ,-:.; BETWEEN :~witf -.•,!,/·Jc_-_ BUTTERFLY VALVE cABi.1::tv c/is't1Rc1N CATCH llASIN cii/.4rel! ~~ttl~tfNE ci-lEc1<E111:ci CHLORINATION bl.A$S blEAR CEMEHTMORTAR LINED AND COATED CARLSBAD MUNICIPAL WATER DISTRICT COMBINATION CONCRETE CONCRETE CYLINDER PIPE CONCRETE REINFORCING STEEL INSTITUTE CONNECTION CONTINUOUS CORRUGATED METAL PIPE COUPLING CUBIC YARD DIAGONAL DIAMETER DRAWING QUCTILE IRQN Q!)CTILE IRQN ME<lHANICAL JOINT DIJCTILE IRON PIPE DRIVE EA<lH EACHFA<lE EACH WAY ELECTRIC ECCENTRIC END VERTICAL CURVE ELECTRICAL ELE.VATION ENGINEER EXPANSION EXISTING FLOW CONTROL FACILITY FINISHED GRADE FIRE HYDRANT FORCE MAIN FIBER OPTIC FINISHED SURFACE FLANGE FLEXIBLE FLOW LINE FOOTORFEET GAS GAGE GALLONS PER MINUTE GALVANIZE GALVANIZED STEEL HIGH WATER LEVEL HORIZONTAL HYDRANT HYDRAULIC GRADE LINE INVERT ELEVATION INCH OR INCHES INSIDE DIAMETER IRON PIPE SIZE INVl;RT INVERT ELEVATION LBS LF LG LT I.Wt ~v Aili MH MFR M'AA MJ Ml M~ MIN N NC NfS Nb: o.c OPNG oo PKG PE PL PO pf PVI PVC P.SJ,G, PRESS. PRS PRV P/L PS RAD REINF RCP REQO RG RJ RSVR R.O,W. RD RT RW RWGV s SD SDG&E SDRSD ~~ii~~EET i.dto1~oii:ENGfH ,,-·.,', n . LEF:1' 1,0wl'1iAie/l LEVEL MANliALAIR VALVE riA6i:liNia' e6cr i.tAiiliioLE MANDIActtJRER i!~t!CAL Mfci:iX,;;icAL JOINT iu'tf - Mii.LioN GALLON r.i1i:i1Mui.t NOR'tH :~,l~1Ji~oseo NUMBER 0111c'iiNTER ·.--·.c,",,.-.-~;c~: OPENING OUtSIOE DIAMETER PAciii(sE Pi.AiN ENCl PLAfE Pl/SHON PC>!,:n' POINT OF VERTICAL INFLECTION POL YYINYI. CHLORIDE POl)NClSPEilSQUARE INCH GAUGE PRESSU~E PR~SSIJ);rE REDUCING SfATION PRESSIJ~E R~DUCINCl VALVE PROPEl'ITY LINE PllMPSTIITION RADIUS REJN!'CiRCE REINF(?Ri:;ED <lONCRETE PIPE REQUIRED ROUGH GRADE RESTRAINED JOINT RESERVOIR RIGHT OF WAY ROAD RIGHT RECYCLED WATER RESILIENT WEDGE GATE VALVE SEWER STORM DRAIN SAN DIEGO GAS AND ELECTRIC CO. SAN DIEGO REGIONAL STANDARD DRAWINGS SCHED, SCH SCHEDULE SF SH SLV SP SPEC SQ ss STD STA sn SPRTS TEL, T TB TBM THK TC T/CONC T/WALL TS TYP UNK U.N. USC&GS vc VTR VERT WAS WL ws WTR,W WWF WWM WI WO SQUARE FEET SH!=ET SLEEVE SE_RVICE POI.NT SPECIFICATION SQUARE STAINLESS STEEL STANDARD STATION STEEL SUPPORTS TELEPHONE THRUST BLOCK TEMPORARY BENCH MARK THICK TOP OF CURB TOP OF CONCRETE ELEVATION TOP OF WALL ELEVATION TRAFFIC SIGNAL TYPICAL UNKNOWN UNLESS NOTED U.S. COAST AND GEODETIC SURVEY VE_RTIC_A_L CURVE VENT THROUGH ROOF VERTICAL WATER AGENCIES STANDARDS WATER LEVEL WATER SERVICE WATER WELDED WIRE FABRIC WELQED WIRE MESH WITH WORK ORDER ~ isBrnl CITY OF CARLSBAD 1----11----t----------------+---t---+--+---I ~LL_j~;;::;;;;;,;;:;;;=;;=;~UT:=IL=:IT::::IE:=S=D=EP::::A:=R=:T:::::ME=:N:=T====-'===~ l---t---+-----------------+---+---1---1----i IMPROVEMENTPLAN FOR: I SH6ETS I ~-------------~ 1---1---+-----------+--+----t-_--..+--~. ,. LEGENQ, A88REVIATIONS ANDN_QTES BJl I f ---t t --·· ~1<ofE~s10,i,-1 ·· · RECYCLEDWATERPHASEIIIPIPELINEEXPANSIONSEGMENT18 aJ ,n, fq$_ ,r,IJ~, ~r~ .$':<,,._s -tc ~ APPRO~ED: WILLl~/PLUMMER -~ ~~ ~~R~k~~~~~~~~~,~~~~~~~r~:~•~•~---~~¢~ ".' ~40654 <" E DISTRICT ENGINEER PE 28176 EXPIRES: 3/31/14 DATE 14271 Danielson Street roway, California 92064 T 858.413.2400 F 858.413.2440 www. iecorporati on. com xp. 3"31~2015 * DWN BY; RM I PROJECT NO, I DRAWING NO, ;,-~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY AE 4 9 2 -<f 1: CI V I I-.,,._-,,. : 5208 7 -(' or c~cl'~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: RW N 1/) w SC '-' ~ 0 •• UJ ..I <( 0 rn ..I <( z -(!) -a: 0 3. ~jf~~1~gt¥-,.,8Jk'litrt~~'i.i~z~i,.tc1t;.ERMITS HAVE BEEN OBTAINED FROM 4. No ~e111s1~Ns SHALL eE MADE :ro t~ese PLANS WITHOUT THE wR,rtEN APPROVAL / , '·<c·• ~--•·ii,'<'., ''·>!''.s.,";.{,"·-'··'.'_'--,:;~.--:;,'.'o:<• •.. >. ,1., ' ' ',)'"-o"\ __ '._c""-,,,._ "••·_c•,,>.',;_·::,.,,,,~c,:· ,._• ·'./."•, ': ;'(-,\'.;,· ·.<-',,:.-. _--; ·•. • ,.'. -,',';__,·,· ,_'.' '-·,• .. ,•, · __ ._ .;:;_· / Ofc TljE:. CITY Et,IG!~Ef;:R, Nc;>TED. ~ITl;IIN .THE Rtgl(ISION BLOCK, ON THE APf>R(?f>RiAfE SHEET OF TH~ i>i.A~S 1ND TITLE SHEET. 5. AOOS$S F:OR FIRE ANOOTHERE:,;,ERGENOYVEHICLES SHALL SE MAINTAINEO TO THE(f#oJect SITE At ALL TIMES DURING CONSTRDcfioN .. -'"-_.-. .-. -... " ,-.,·•"<··' •,',, ,_ "··"· "'" .• 6. A PREOONSTRUCfioN MEETING SHALL BE HELO At tHE. SITE PRIOR TO. THE BE'GiNNING:Or=' WoRk ANO SHA[[ sit ln'ENDEO aY ALL REARESENtAflVES RS:$ijQN.$.liti..E EOB QC)fiSfi'llJP.fJON, fNSi>EctlON, Sl./PER\hSioN, fE'StlNG A~O ALI.. O.fHERASPEbtS• OF fHEWOkk. THE pONTRp.CtQR SHJl.LL.··sqH~t,ULfi. tl-iE MEETING B'(C}\i.l,.l{fG fAE l,V$1"/~CJ1QN !-l~E ATfl®) 4$~-3~91 ATLEA~t FIVE (5) Wp~KING gJ~:;doijii~:&trli~G CbNSiAUcttbN. APPROVED bkAwlNGS MUSt BE AVAILABLE 7. ALL INSE!EC'l:ION RE_QUESTS_ .0-IHER THAN FOR PRECONSTRUCTlbN MEETING WILL BE IIIIAOit.ev•.cAi.LiNGTHEENGlNEJ:,RING2+HbUtl.INSpECTION .. RE_QU6S~T.(INE .AT (7~0) .4_31!-aae1 .JNSPEOilON REQl./ES:fS MUS! BE REQElll'E'Q8RiORf0 2,00P.M. O~J'HE DAlr'seFOREJ'HE INSe~ctl6NJS NEEDED. IN.SPEC'TIONS WILL BE MADE Tf-fENE,n'WORK bA'f UNl,ESS YOIJREQUEST OTHERWISE. REQUESTS MAOE AFTER 2:00 P,M. WILL Be SCHl'EDULED FOR TWO rULL 'NORK DAYS LATER. 8. THE ClONTRAOTOR SHAl,L DESIGN, CONSTRUCT J\NIJ M.11.INTAIN ALL SAF'ETY DEVICES lf'J,CLUOIN.G StfORING, A~Q SHALL Bl; 801,1.?I.Y R,ESPONS/B1,E FOR Coli!FOR!l~)N<:1 TO Al,,!,, 1.()QAI., $TATE AND FEQERAL SAF/;TY ANll HEA.LTH STANOARDS, LAWS ANO RflGIJQ\TIONS. 9. TH.E 99N.TRAGTQR $/:!ALL CQNFOR/\i TC> LJ\BC>R QQpE SEQTIC>N 6705 BY $U,B/\ilTTING A. Ol;TAIL PLAN TO THE crrr ENGINEER ANIJ/OR CONCERNED AGENCY SHOWING Tf:IE Ql;§IQN. OF SHORING, B~ACIN<:1 SL.OPE. OR OTl-f§R PROVISIONS TO 81; "'AQE OF WQRl<ER PROTECTION FROM THE H~RD OF CAVING GROUND DURING THE E,>COAIIATIQN OF Sl/OH TRENCH OR TRENCl-fES OR DORING THE PIPE INSTALLATION THEREIN. Tl:flS PLAN M.UST BE PREPARfiQ FOR Al,L TRENCHES FIVE_fEET-(~) OR--- """9~.E IN DEPTH AND APPROVl;D BY TH~ QITY ENGIN€,ER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARll::S FROM THE SHORING SYSTEM STAt,rDARDS ESTABLISHED BY THE CQNSI81JCTION .. SAFETY ORDERS. TITLE 8 c.ALIF<>RNIA ADMINISTRATIVE CODE, THE.PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA E)(GAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 10. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 11. A.LL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO CONSTRUCTION OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COONTER.) 12. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORK/NG DAY8 PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 13. THl:J::XISJ~NCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUNDTHATTHEACTUAL LOCATIONSARE IN CONFLICT WITH THE PROPOSED WORK. 15. UTILITY INFORMATION OBTAINED FROM AVAILABLE RECORD DRAWINGS OR UTILITY MAPS. VERTICAL ELEVATIONS ARE UNKNOWN. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND BEARING AND INCLINATIONS SUFFIO!ENTL Y AHEAD OF SCHEDULE TO ALLOW TIME FOR DESIGN REVISIONS IF NECESSARY. 16. WATER SERVICES;-RECYCLEDWATER SERVICES AND SEWER LATERALS ARE SHOWN IN THEIR APPROXIMATE LOCATION. ALL SERVICES SHALL BE KEPT ACTIVE UNLESS REQUIRED FOR CONSTRUCTION ACTIVITIES. SCHEDULED SERVICE INTERRUPTIONS SHALL BE COORDINATEO WITH THE CITY REPRESENTATIVE PRIOR TO SERVICE INTERRUPTION. SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL WORKING CONDITION AND TESTED PER CITY REQUIREMENTS IN ACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS AT THE EXPENSE OF THE CONTRACTOR. 17. CONTRACTOR SHALL NOT USE ANY PUBLIC RIGHT-OF-WAY FOR STOCKPILING OR STAGING OF WORK WITHOUT WRITTEN APPROVAL OF THE CITY OF CARLSBAD. 18. CONTRACTOR SHALL NOT MAKE CONNECTIONS BETWEEN NEW RECYCLED WATER SERVICES ANO EXISTING ON-SITE IRRIGATION SYSTEMS~ 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, INCLUDING CREATION OF APPROVED TRAFFIC CONTROL PLANS. 20. TRENCH RESURFACING FOR ASPHALT CONCRETE PAVEMENT FOR TRENCH WIDTHS 27" AND LESS SHALL BE PER CITY SUPPLEMENTAL STANDARD NO. GS-25. STRIPING DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY THE CONTRACTOR. ~.~~§R~,b.·.t9,2tt~,x~J2Ni!flQflR>_. 1·~-r~~~$~W~{&&q~~~~~~f~~~~,~~1~tl~¥,W9~8~~~1~~f1~N:~~~iwH1rR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. -:.,· ... _·--,_,., :_-·-> _,·\"·' "-'>'° . ,, __ -,,;.·•:1·,c,.,;""·•c•'c•>-··-'. -,,_"•;c.•". -._ ..... " .. ,, .. , -.--,,,,,.•,.\," ·-•,<.'-'" · ... , .. , .... , • CARLSBAD MuNlorPAL WATER DiSTRICT uivefik'~~bUNb§l:kvitl:ALl:R'i-.... . si:itii'ii •· · '.-:':<·-",;{::·.:- AT&TDlSTRIBUTION T1Mii wAiiNl:R c1>.ate LeVeLa cBMMi.JNi6AT10Ns NE}(TG NiiWJ8kks, ,No.· dt;rJ:t::r!~ii(~TRE,ETS ANO STORM ORAIN) KINDER MQRGAN ENl:RGY (780).4~8~2!22 (800)4?2~133 (EJifq)6~ CJ-7343 (610jsi,i;a6a1 ,1ap}4al!,11«i1 (72.0)1!~8-2~~~ (408)~Jf1•06QO (714)9,i;~,7964 (760)434,2980 (714)566-4744 20. ~~foiRJg'~t~fli~b~;~z~:~1=Bwcf H:w:1;f Ji~ECT AS-BUil T CONDITIONS 21. tHe coNfRAcToR sHALLNcitrFY tHE crrv oi=cARLsBAo ENGINEERING INsPEcTI0N ;t~t¾wlti~,~~otila~a\i,NNING.OFCONSTiiucT!ON. 22. THE CONTRACTOR SHALL REPLACE IN KIND AND IN ACCORDANCE WITH ALL CITY OF cAR.~§~Ae §TAff llJl,RC,~A~L ~l§T!~§ !~l~~g~[M;~Nf~ !~OLYfl!t'~. ~JJT.~2t·Ll~l.,.~ll TOpA 1/Er.1.E!'JT, SIDE~ALKS, QVRS:3.A!'JO .{~l,ITTERS, "1ElllAN. IMrRQ\'.1;"11:!'JT:31 EJrsRMS, PA\11:0 AND DIRT RQA9S, ()RAl":)AQE o,tol:IES, cµLliE~TS, ORf-lJ,I 1>1ft{$, SE'll'ER LAfERALS, WATER se,avioes, LI\NC>SC,Af'.l~G. HARQSQAPE IRRIPA fiQ/11 FAqiLITIES, TRAFFIC d6NTR0L LOOPS, Aeove AND BELOW GROUND, DAMAGED DURING co~sTRucr10N oF tHt: PROJEct, excep'f As sPeciF,cALLYINolcATEo oN THE DRAWINGS. RECYCLED WATER NOTES 1. WATl;R MA.IN ANQ APPl/RTENANCES Sl-fAl,L 81; CONSTRl/CTED IN ACCORDANCE WiTH Tl-IE ''CITY Of CARLSBAD ENGINEERING STANDARDS" (LATEST E/:)ITIQN) VQLl!il/lE$ 2 & 3. AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIRl;MENTS. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXQAVAT!ON AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE ----cot.1siRuct10N SAFETY ORDERS. · 3. BEFORE ANY CQNNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT\SHALL BE OBTAINED FROM THE O.M.W.D. OFFICE AND MUST BE SIGNED ANO \APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. I 4. NO TREES SHALL/ BE REMOVED AS PART OF WORK -ANY EXCEPTIONS SHALL REQUIRE/WRITTEN PERMISSION FROM THE CITY ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY • MEANS OF CATHODIC PROTECTION. 6. MINIMUM SPA.OING BE~EEN RECYCLED WATER LATERALS, POTABLE WATER SERVICES AND SEWER SERVICES SHALL BE 10 FEET. A MINIMUM 4-FOOT SEPARATION MAY BE CONSIDERED AT THE DISCRETION OF THE CMWD. 7. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 8. CONSTRUCTION OF WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF PUBLIC HEALTH. 9. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR 0900. 10. INSTALL APPRC:>Vl;_O, METALLIC BACKED AND STENCILED WARNING TAPE OVER ALL PRESSURE PIPING AND PROVIDE AT LEAST 18" OF COVER OVER RECYCLED WATER L!NES. STENCIL AND COLOR CODE (PURPLE PANTONE #522) ALL RECYCLED WATER PIPE. ORIENT THE STENCILING TO THE TOP OF THE TRENCH. 11. INSTALL A PROTECTIVE SLEEVE WHEN RECYCLED AND POTABLE LINES CROSS IF REQUIREO (SEE TYPICAL CROSSING BELOW). EXTEND THE SLEEVE 10' TO EACH SIDE OF THE CROSSING. MAINTAIN A 4' MIN SEPARATION BETWEEN RECYCLED WATER LINES AND POTABLE WATER OR SEWER LINES. PROVIDE 12" VERTICAL SEPARATION BETWEEN POTABLE/RECYCLED WATER/SEWER. INSTALL SEWER BELOW RECYCLED WATER AND RECYCLED WATER BELOW POTABLE WATER. 13. EXACT LOCATION OF IRRIGATION SERVICES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR. ' ··"•· ' .. "i""''"''···,-.. , .... ,-~'"'''•+•• ''•'"""•·: 14271 Danielson Street Poway, CaliforniC1 92064 T 858.413.2400 F 858.413 24LO www .iecorporation.com -" .. P(?TABLE WATER ~ SERI/ICE MAIN \ 3.5'TYP r STR~l;T l!IURFACE OR GROUND I II --->11~-~---------~lf- 12.'' ~IN VERTICAL / SEPARAt1ci1;N" _ _.,--- .,,-RECYCLl:D WATER PIPELINE SLEEVE IS V Rli(ll,118~1>.I/V~~~V~~TIQAI. ~~PARATION, 0.0. TO o .. D. IS L~SS Tl:fA~ 12n. MAINTAIN MIN 4' HORIZONTAL SEPARATION, O.Q. TO cfo. To f.iofJ(aU!f WifERMA1t{d~ sEWER LINES. . ... Rf;"CYCLEQ WATER./ POTABLE WATER CROSSIN.G (TYPI.CALI \ @I] ~ CITY OF CARLSBAD ~---1---1-----------------t---t---+----t----j~ ~;;;;;;:;;;:;~;;:;:;;::;;;~UT:::::IL=:IT=:IE:=S:=D=E=::PA::::R=:T:=ME:=N=:T===='-'====: 1-----l---1-----------------+--t---t-----t--, IMPROVEMENTPLAN FOR: I SH6ETS I NOTES RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 18 APPROV~D: WILLIA~=j,LUMMER . / /, /4.?..H4Y, T, ✓'::@!,.,,.. /f/19 L1 DISTRICTvENGINEER 0PE 28176 EXPIRES, 3/31/14 DAfr . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL OWN BY: RM I PROJECT NO. I DRAWING NO. ~~~8 ~~: ~ 5208 . 4 79-2 I \ I r f I N \ (() w I u ,; ' l .. Vl 0 w ::J"" ~ .J ro ct ro G) 0 ,...,. rn w +:> .J 0 --.I ct -+, \JJ z I -CJ") N (!) -0:: 0 I I I FO FO. FARADAY AVE I I I I I ' I ! I I I '" I ;o ,,\ r ' ' ' . -t \\~ . .. -FARADA YAVE- 'CATV CAUTION! EXISTING FIBER OPTIC CABL.E I 5731-5751 I ---'/ f t+OO 12"s -f"- c., . ! -----. --__ :J _~----~-.:~_:· t_--__ :·_·_·_·_·_·_~---_·_:~·-:·.:~ -_:···· --__ ···--- ' EXIS. FfNfSl-ll:iDSURFACE ! oli.e t of!i Pi PE ~ I LR.OW.,TVP; 12+00 12"s ,' ·,_:___:;_\; < > ,",.L'' •--. .••. " • ,. ~ , __ :•._>, •·- -C. ,,- ; ' .-." ; ' ' : ' : §gN· tRQPJ?:1$ 4t~:•g.~q.g :•· Y¢.PR=t~ ~ PROPOSED 8" C900 PVC RW (550 HGL ZONE) I I C -,·12 :::, --N-_,"e----1[ s -· - I 14+00 i 15+00 ·· / / i .- PALMER WAY CAUTION! EXISTING HIGH PRESSURE GAS LINE If.-5-t .r INSPECTQR DATE ' .' _,·_. '=" :'......... "' ..i....c::_ -,•, ~ -------< SCALE: 1 "=40' 15611-56611 ffi o/' '1 ·.'$',_•:=cT'C·~·-=---==--=-_---.. -.... "1-.~---.• ~"':-"-:T?=:;A"' .. · .... =r,;r,=~~~,~~ ----4c--. ·~-\ i 16+0 · ·• ___ 8 . ~-0s"S --~- -;-:~7~;~,' 'Q,,-~-~~ .:o . I I I 4.9,lJ!l!l T (J) coNN:tscT To ex,1:rr~" /!Ve RW f'E;R D,;T Ail Ti·il$ SHEET @ 11\!Sf ALL 2" COMBlillAflON AIR VACUUM VALVE PER CMWD STD DWG W-7 @ INSTALL HIGH OEFLECflON COl)f>LING @ INSTALL 2" BO PER CMWD STD OWG W-6 @ INSfALL 8"X8"X6" TEEPER DETAIL ON SHEET C,2 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNL~ss NOTED ofReRWi~e ON PIPELINE PROFILE. 2. PROVIDE A MiNIMUM VERTICAL CLEARANCE OF 1 FT B.ETWEEN RECYCLED WATER PIPELINE AND cRoss1NG UiiL1t11=s excE/:>'t WHERE iJoT'eb OTH6RWise ON PIPEI.INE PROFILE. · · ·· 3. E~CT LQCATIQN OF IRRIGATION Sf:RVICf:$. SI-IA~L ~f Clf:l'E~M!~f:!) IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR. 4. ~~LT~~~1~f;:~~~~ t1~~~16~~ IMPROVEMENTS SHALL BE REPLACED 5. CONTRACTOR SHALL INSTALL TRACER WIRE ON 8" PVC RW PER RECYCLED WATER NOTE#15. .. INSTALL 8" X 8" X 8'' FLANGED ff;E IN .f:'.iC!ST 8" PVC RW WITH 8." FLANGED ADAPTERS,TYP v._ . -~ -· -•. ·v. ,,_·· . ~-INSTA.LL 8" PVC RW WITH 8" FLANGED ADAPTER I INSTALL 8" FLANGED GV <=>-_.~ EXIST 8" PVC RW, TYP CONNECT TO EXIST-STA 10+00.00 NO SCALE RECYCLED WATER SERVICE TABLE NO SIZE EXIST METER NO. EXIST ACCT NO. STDDWG & 2" 65576111 8520100 W-4 & 2" 65576117 851770 W-4 fr, 2" NEW NEW W-4 COORDINATE TABLE NO STA NORTHING EASTING DESCRIPTION [TI G) . 1o+oo.oo 1995060.26 6248840.74 0 15+56.73 1995612.77 6248772.30 ® 0 16+27.98 1995683.81 6248766.89 ® 0 17+08.93 1995764.71 6248764.20 11.25° BEND 0 17+18.02 199577~ n7 R?dll7A:? 4.n ®-- DATA TABLE 0 L,_iBEARING R L T DESCRIPTION 0 N7°03'41'W 666,73' 8" PVC © N4" 21' 06"W 71.25' 8" PVC 0 N1 ° 54' 23"W 80.95' 8" PVC 0 N1~0 n:r·fid.."W --SI fi.d.' ---------·8" PVC - ~ ~ CITY OF CARLSBAD t----t----t-------------------i-----i----+--+---1 Li__J UTILITIES DEPARTMENT t----t----t-----------------+---t---+--+---1 l---f----+----------------+---t---+--+----1 IMPROVEMENTPLAN FOR: I SH6ETS I 14271 Danielson Street Poway, C alifornio 92064 T 858.413.2400 F 85~413.2440 www .iecorpora.tion.com PLAN & PROFILE STA 10+00.00 TO 17+18.00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 18 t----+--f----------------t----,i----t---+----, . ~--'~~W~~~ER . IL,/!9,lt-7 DISTRICT ENGINEER PE 28176 EXPIRES: 3/31/14 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL OWN BY: RM PROJECT NO, DRAWING NO. CHKD BY: AE 5208 479-2 RVWD BY: RW "' r r ! ' N \ VJ w .-er;,. u ,s 0 '. Vl 0 w ::J" ~ .J (D <( (D G) 0 ,-+ rn .i:,. .i:,. .J <( 0 -..J -\.0 z I -en N (!) -a: 0 29() rr---7,,---:----__,_-~'~'~ 1,,--,---,--~-,--~-____,-~----:--,,~~---:--,,~-~~-,----,--r----~~--~--~~··• 320· GQN$'rRQg!~Qi'.fl. .6J'C,9Q~f':y2p~~1tJ ~, , . ... 110 ... co C) '+ C) -~ .. • ........ ,i! (I) @ PALMER WAY PALMER WAY SEEDWGC-1 ------~ 6" S 8" S 24" SD CAUTION! EXISTING HIGH PRESSURE GAS LINE---~ -~··-'' .. -· '. ·---·---•'•' ---,•. . •'~'-~--- 8" S 6 I -+-- CAUTION! EXISTING HIGH PRESSURE GAS LINE EXISrFINISHED S~RFA e OVER. 'i. OF PIPE---;-~-+----"-~ 0 @ INSTALL HIC3!"f OEFL~CTION COiJ,PL,ING @ INS'fA,LL 2" BO PER Cf\'WO STb OWG W•6 @ INSTALL B"XB''.X6'' TE.E PER DETAIL ON SHEET C·2 NOTES: ,--;---...;..-,--.-~-r-~+~-----'--t_;_...;..-...;..--~_;_-+--~--=~~_'.__;-:1<5? .. ·a, 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT 6" S I ~ I ..... ... . . . .... ·i! ~ PROPOSED 6'" C900 PVC RW (550 HGL ZONE) co 37+00 124so 1 DATE R.O.W., TYP 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www.1ecorporotion.com __ . (l.l ·.-t .. C0 •(\') 2 0 ..... LM ::t --..,J :c 0 .... I 38+00 UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. . . . 2· ~1i0,,~,jf tw~x:ig:g~c.,Nilt/,flt7fseE%!~ £~~~tNoi~gvcLED otl-iERWisE ON .Plf>El.JNE PRQFli.J:. 3. EXACT ~O.QATIQ~ (Jf .I.RRIGATION l>ERVICES SHALL BE [!ETERl'.11,.,,EO IN THE FIELD BY ft-IE ce>NTRAcfoR AND APPROVED av THE cltv INSPECTOR. 4. ALL DAMAGED f'iJBLJC ANO PRIVATE IMPROVEMENTS SHALL B.E REPLACED To THE sAiisi=AcfioN OF f1-1ec1TY. 5. CONTRACTOR Sl:fALL INSTALL TRACER WIRE ON 6" PVC RW PER RECYCLED WATER NOTE #15. INSTALL 2" BO INSTALLS" 111/4° BENO WI Tt:fRIJST BLOCK (NOT SHOWN) INSTALL.8" PVC RW WITH 8'' FLANGED ADPATER . • ~, •• •,, ) ~INSTALL fHRUSTBLOCKS- .• • • ~"G1/ J:J.., /70 ' ... . . . .• ~f.At .· .. 11 ~;.-; ·.• ·.~ .. 1.:JJD"roP· .. ·· .• ~ .~~ ,:,·······~ -Q ... 1L1-......;...,....,...,._ 01-INSTALL 10LF OF 8" PVC RW WITH INSTALL 6" FLANGED RWGV :· FLANGE ADAPTER ANO PVC END CAP \__ PER CITY sto DW.G W-15. INSTALL 6" PVC RW WITH ,, INSTALL 8" X 8" X 6" FLANGED TEE 6" FLANGED ADAPTER INSTALL 2" BO SCALE: 1 "=40' 8" X 8" X 6" TEE -STA 17+18.02 AND STA 30+00.00 NO SCALE RECYCLED WATER SERVICE TABLE NO SIZE EXIST METER NO. EXIST ACCT NO. STDDWG & 2" 65576114 8520000 W-4 & 2" 9913792 8519800 W-4 & 2" 65576145 8519700 W-4 In 1" 9423615 8519480 W-3 COORDINATE TABLE NO STA NORTHING EASTING DESCRIPTION . 0 30+00.00 1995773.07 6248762.40 SEEC-1 [!] 31+66.27 1995808.01 6248924.96 45°BENO 0 31+74.34 1996803.98 6248931.95 45'BEND 0 ::15+R9 ~Hi 1A9~RR744 R?4.9::11R ?~ BEGIN CURVE DATA TABLE 0 /'::,.!BEARING R L T DESCRIPTION © N77° 52' 08"E 166.27' 6"PVC © S60' 05' 18"E 8.07' 6"PVC 0 N77' 48' 35"E · .395_21· 6"PVC 0 ?4.0 1~' .ii1" 1RM.o:a7' RTII U' :-:1.d.4 AA' 6"PVC @] ~ CITY OF CARLSBAD l-----+--+---------------+----+--+----1---~ UTILITIES DEPARTMENT t----+--+---~-----------+---+--+---+-- I /IS-BUILT I SH6ETS I IMPROVEMENT PLAN FOR: PLAN & PROFILE ·---t----+--+---------------+---+--+---+---------·--·-· RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 18 S.TA 30+00.00 TO 38+00.Q0 APPROVED; WILLIAM ~l;'LUMMER / I /b,/A".4 / ~_,,., I I I I (} 11.3 DISTRICT ENQNEER , i5E 28176~RES: 3/31/14 7 DAT? DWN BY: RM PROJECT NO. I DRAWING NO. ~j~g ~~: ~ 5208 . 4 79-2 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL r r " u, ~ u ~ 0 •• w ..J cl en ..J <( z -Cl -a:: 0 I '.J {,J ··~ -' . .,._ ·il I -~' 'l ' :,;,'- ~ f1;~ ,r.. ftj}_ !(;) tJ.~ t ff; V> 0 =,-:;§: (l) rD G) ,-+ u, ..r::,. -..J 0 <.D -,., I O"l N L ____ _ t----- -! -' ! ' I ' l 38+00 e{lst FIN SHED SURFACE o\'leR rd PiPE . . . · ... 39+00 CAUTION! .. EK!S_IlNG.HlGHPRESSURE GAS LINE 40+00 41+00 SCALE: HQRIZ: 1" "'40' Vl:RJ: 1" = 4' 42+00 43+00 ~ PROPOSED 6" C900 PVC RW (550 HGL ZONE) 44+00 CAUTION! EXISTING 30" HIGH PRESSURE a---, GAS LINE 45+00 EXIST IMPALA DR PUBLIC ROW INCLUDES A 36 FOOT EASEMENT TO THE COSTA REAL WATER DEPARTMENT RECORDED AS DOCUMENT NO. 82-0765760N MARCH 22, 1982, O.R. AS SHOWN ON PARCEL MAP 12561. ------- RCE ..c.::~-'-.L. REV INSPECTOR ····cAUTibN, EX:ISTING OH UTILITIES · Infrastructure · ENGINEERING CORPORATION l!~s-:-r -- 14271 Danielson Street Poway, C olifornio 92064 T 858.413.2400 F 858.413,2440 www.:ecorporation.co m DATE SCALE: 1 "=40' 124so 1 ® ~ ~. ~ I.!> 71 ®,-r ' G// ~ _;,. ORION ST S BtlllT @ IN~TALL HIGt(DEFLECflON pgfjpUNG @ IN§TALL 2'' BQ Pl;R CMWD STD DWG Wc6 @ INSTALL 6" RWGV, POX PO, PER ct..irWD STD DWG W-16 (j) INSTALL ENO CAP WI THRLIST BLOCK PER CMWD STD oWG .W-15 @ INSTALL 2" I\TAV PER CMWO STD DWG W-6 NQTES: 1. ~ir~iiENt,~t~~~ECRt'ii: g~E:.::i.~:~~~~~~~~R PIPELINES OF 4.5 FT 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINE AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. 3· ~rfi.1Te\?;tJ~JJNi~i'6~g:~~~ !~;~~cJ:o stf ~h/~,~i~:t:t~~~i~ THE ' 4. ALL DAMAGED PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED TO THE SATISFACTION OF THE CITY. 5. CONTRACTOR SHALL INSTALL TRACER WIRE ON 6" PVC RW. 6. Tl-f~ IJONTRACTOR SHALL NOTIFY SDG&E GAS AT (BOO) 660-7343 TO ~QHEPULE STANDBY INSPECTION PRIOR TO POTHOLING AND qgf'{~TRl)O'J'l()NAOT!VITIES WITHIN 10 FEET OF 30" GAS PIPELINE. THE !l!!l!ii.If~1ri~E§~f;u .. soq&~. EQ ~Now CSQG&~J ANO ROYA GHANIMAT csDG&EJ sHALL BE INVITE.D TO THE PRE-CONSTRUCTION MEETING. RECYCLED WATER SERVICE TABLE NO SIZE EXIST METER NO. EXIST ACCT NO. STDDWG 2" 65576118 8518300 W-4 2" 65576155 8519500 W-4 1" 9482201 8519470 W-8 \\.. 'it. 1" 9482160 8518310 W-8 ""' \ 1" 9482202 8519440 W-3 2" NEW NEW W-4 COORDINATE TABLE NO STA NORTHING EASTING DESCRIPTION 0 42+48.99 1995888.12 .6249992,63 ENO CURVE ~ 45+55.08 1995R:7tli 711 R?5n?9? .::1:n INSTALL END CAP WI TB DATA TABLE 0 {j,iBEARING R L T DESCRIPTION SEEDWGC-2 6"PVC ~ ~ CITY OF CARLSBAD l----+--+----------------+---1----+---I---l_tj_J UTILITIES DEPARTMENT .----1---t----------------+--~+---+---+--- I SH6EfS I .----t---t----------------+---+---+---+---IMPROVEMENTPLAN FOR: PLAN & PROFILE STA 38+00.00 TO 45+55.00 .. -RECYCLED WATER PHASFIII-PIPEONEEXPANSIONBEGMENT 18 1-----1--+----------------+---+---+---+--- , ~ ~ 2! 1 ~A~ U ~ ~ ~ =-~ J/9/;_y 1----+---+-------------+----+---+----+---I < .... -........................ _ ...... ... . ..... '0 ' DISTRICT ENGINEER PE 28176 EXPIRES: 3/31/14 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: RM PROJECT NO. I DRAWING NO. ~~g ~~: ~~ 5208 . 479-2 .N \ ·, "' w 0: u 'e 0 .. w .J <C Vl 0 0 ~ ~ rn (D .J (D C) <C ,..,. z en +:> -C) s, -..J -'° a:: I 0 en N