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HomeMy WebLinkAboutDWG 406-4B; CT 02-21; LA COSTA GREENS NEIGHBORHOOD 1.12; 01-06GENERAL NOTES 1. THIS Pl.AN SUPERSEDES ALL OTHER PLANS PRD'IOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEM£NTS SHOWN ON THIS SIT OF PLANS. 2. APPROVAL OF THIS Pl.AN DOES NOT L£SS£N OR WAI\/£ ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, RE:SOLUTION. OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTH£R ADDITIONAL DOCUM£NTS LIST£D H£R£0N AS TH£Y MAY PE:RTAJN 10 THI$ PROJE:CT. TH£ E:NCINE:E:R IN RE:SPONSIBL! CHARC! SHALL R£V/S£ TH£S£ Pl.ANS WH£N NON-CONFORMANCE: IS OISCOVE:R£D. J. CITY APPROVAL OF Pl.ANS DO£S NOT RE:L/£\1£ TH£ D£V£LOP£R OR £NGIN£ER- OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF £RRORS AND OMISSIONS DISCOV£R£D DURING CONSTRUCTION. ALL PLAN R£VISIONS SHI\LL 8£ PROMPTLY SUBMITT£D TO TH£ CITY £NG/NEER FOR APPROVAL. '4, A RIGHT-OF-WAY PERMIT FROM TH£ CITY £NG/NEER W/1.L 8£ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A C£RTIF/CA7[ OF INSURANCE: MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERMITTE£'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR l:ACH OCCURRANC£ OF LV\BILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HAVE" A RATING Of "A" AND A SIZE CATEGORY OF Cl.ASS Y AS E:STABLISHE:D BY "BE:STS" K£Y RATING GUIDE:. 5. NO WORK SHPLL B£ COMME:NCED UNTIL ALL PE:RMITS HI\\/£ BE:CN OBTAINED FROM TH£ CITY AND OTH£R APPROPR/A7[ AG£NC1£S. IS. R£VISION OF THE:S£ Pl.ANS MAY 8£ R£QUIR£D IF TH£ PROPOS£D IMPROVE:ME:NTS AR£ NOT CONSTRLICT£D PRIOR TO TH£ Dl:ADLIN£ DAT£ OF TH£ IMPROVE:M£NT AGR££M£NT. 7. NO R£VIS/ONS WILL BE: MAO£ TO TH£$£ Pl.ANS WITHOUT THE: WRITTE:N APPROVAL OF TH£ CITY E:NGINE£R, NOTED WITHIN THE: RE:VISION BLOCK, ON TH£ APPROPRIATE: SHE:IT OF TH£ PLANS AND TITLE: SHEIT. 6. ORIGINAL DRAWINGS SHI\LL 8£COM£ THE: PROP£RTY OF THE: CITY UPON 8£/NG SIGNED BY TH£ CITY £NG/NEER. 9, THE: ORIGINAL DRAWING SHI\LL 8£ R£V1S£D TO R£FL£CT AS-BUILT CONDfTIONS BY TH£ f:NGIN££R-OF-WORK PRIOR TO FINAL ACC£PTANCE: OF TH£ WORK BY THE: C(T'(. 10. ACC£SS FOR FIR£ AND OTHE:R E:ME:RGE:NCY VE:HICLE:S SHI\LL B£ MAINTAJNE:D TO THE: PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. I I. WHE:R£ TRE:NCHE:S AR£ WITHIN CITY l:ASEMENTS, A SOILS REPORT COMPRIS£D OF: (A) SUMMARY SHEU, (B) LABORATORY WORK SH£E:TS AND (C) COMPACTION CURVE:S, SHALL 8£ SUBMITTED BY A PROFESSIONAL £NG/NEER OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUS/NE:SS IN THE: Fl£LD OF APPLIED SOILS ME:CHANICS. TH£ SOILS Rf PORT WILL 8£ SUBMITTE:D TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLUION OF FIELD TESTS. THE: WRITTE:N FIE:LD COMPACTION REPORT(S) SHI\LL 8£ IMME:DIATE:LY SUBMITTED TO TH£ CITY E:NGINE:E:RING /NSPE:CTOR UPON COMPLUION OF TH£ FIE:LD n:srs. 12. A PRECONSTRIJCT!ON MITT/NG SHA! L BE Hf! P AT THE SITE PR/QR IQ THE 8£G/NNJN/J OF WORK AND SHALL 8£ ATT£ND£D BY ALL REPRE:SE:NTAT/Vf:S RE:SPONSIBL£ FOR CONSTRUCTION. /NSPE:CTION. SUPERVISION, TE:STING AND ALL 0Il:f£R ASPECTS Of TH( WORK. THE: CONTRACTOR SHI\LL SCHE:DULE: TH£ MEITING THROUGH TH£ P£RMIT CLERK(4J/J-J891) AT LEAST. F/Vf(S) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAJI.ABL£ PRIOR TO SCHEDULING, 1 J. AlL INSPECTION R£QU£STS OTHER THAN FOR PRE:CONSTRUCTION M££T/NG WILL 8£ MAD£ BY CALLING TH£ ENGINEERING 24-HOUR INSPECTION RE:OUE:ST LINE: AT g'BD-l}J8-J891.INSPECTION REQU£STS MUST 8£ REC£/VED PRIOR TO 2;00 P.M. -N J PAY BEFORE THE INSPECTION 1$ NITDE11 INSPECTIONS WILL 8£ MAD£ TH£ NEXT WORK DAY UNLESS YOV REQU£ST OTH£RWIS£. RE:QUE:STS MADf: AFTER 2:00 P.M. WILL BE: SCHEDULED FOR TWO FULL WORK DAYS LAT£R. 1'4. TH£ OWN£R ANO/OR APPLICANT THROUGH TH£ DE:VE:LOPER AND/OR CONTRACTOR SHI\LL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF£TY D£V/CE:S, INCLUDING SHORING, AND SHI\LL BE: SOLE:L Y R£SPONSIBL£ FOR CONFORMING TO ALL LOCAL, STAT£ AND FED£RAL SAF£TY AND HEALTH STANDARDS, LAWS AND RfGULATIONS. 15. TH£ CONTRACTOR SHI\LL CONFORM TO LABOR CODE: SE:CTION 8705 BY SUBMITTING A DITAJL Pl.AN TO TH£ CITY E:NG/NfE:R AND/OR CONCE:RN£D AGE:NCY SHOWING TH£ DE:SK,N OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO BE: MAD£ OF WORKE:R PROTE:CTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£ £XCAVATION OF SUCH TR£NCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION THEREIN. THIS Pl.AN MUST BE: PRE:PARE:D FOR ALL TRE:NCHE:S FIVE FE:IT (5') OR MOR£ IN DE:PTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO E:XCAVATION. IF THE: Pl.AN VARIE:S FROM THE: SHORING SYSTE:M STANDARDS fSTARI ,SHfQ BY IHF CONSTffl tCDON SAffTY ORDERS rm E 8 CAL/fORr ADl,!IN{STRATIV! COD£. THE: PLAN SHALL BE: PRE:PARE:Q By AN E:NG/Nff: AT TH£ CONTRACTORS £XP£NS£. A COPY OF THE: OSHA £XCAVATION P£RMIT MUST BE: SUBMITTED TO TH£ INSPECTOR PRIOR TO £XCAVA TION, 1 IS, IF ANY ARCHA£0LOGICAL R£SOURC£S ARE DISCOVERED WITHIN ANY WORK ZONE: DURING CONSTRUCTION, OPERATION$ WI/ I CfASf IMMEQ/ATflY AND TH£ PE:RMITTE£ WILL NOTIFY THE: CITY CNG/NEER. OKRATIONS W/1.L NOT RE:START UNTIL TH£ PE:RMITTE£ HAS R£C£1V£D WRITTEN AUTHORITY FROM TH£ CITY £NGINE£R TO DO SO. 17. ALL OPE:RATIONS CONDUCT£D ON TH£ SIT£ OR AO.JACENT THERITO, INCLUDING WARMING UP, RCPAIR, ARRIVAL. DCPARTUR£ OR OP£RATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION E:QLJ/PMENT AND ANY OTHE:R ASSOCIATED GRADING EQUIPMENT SHI\LL BE: LIMITED TO TH£ PERIOD BITWE£N 7:00 A.M. AND SUNSIT EACH DAY, MONDAY THRU fRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE: CONDLJCTE:D ON W££K£NDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAII.A8L£ AT TH£ £NGIN£ERING D£PARTMENT COUNTER.) 111. ALL OFF-S/7[ HI\UL ROLJT[S SHI\LL BE: SUBMITTE:D BY THE: CONTRACTOR TO TH£ CITY ENGINE£1t FOR APPROVAL TWO FULL WORKING DAYS PBfOR IQ BEGINNING Of WORK. THE: CONTRACTOR SHI\LL 8£ RE:SPONSIBL£ FOR ANY DEBRIS OR QAM1GE OCCURRING ALONG IlfE HAUL ROUTE OR ADJACENT STRIT1$ AS A RESULT Of THE GRADING OPERATION. 19, NO Bl.AST/NG SHI\LL BE: COMM£NC£D WITHOUT A CITY £NG/N££R APPROVED Bl.AST/NG PROGRAM. 20. TH£ EXISTE:NCE: AND LOCATION OF UTILITY STRLICTURE:S AND FACILITIES SHOWN ON TH£ CONSTRUCTION Pl.ANS W£R£ OBTAINED BY A SEARCH OF TH£ AVAIi.ABLE RECORDS, ATT£NTION IS CALLED TO TH£ POSSIBLE: £X/STE:NC£ OF OTH£R UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION D/Ff£R£NT FROM TH!IT SHOWN ON THE: PLANS, THE: CONTRACTOR IS R£QLJ/R£D TO TAK£ DU£ PRECAUTIONARY Ml:ASURES TO PROTECT TH£ UTILITIES SHOWN ON TH£ Pl.ANS AND ANY OTHER £XISTING FACILITIE:S OR STRUCTURES NOT SHOWN, 21. THE: CONTRACTOR SHI\LL VERIFY TH£ LOCATION OF ALL £XISTING FACILIT/£S (ABOVEGROUND AND UNDERGROUND) WITHIN TH£ PROJECT SIT£ SUFFICIENTLY AHEAD OF TH£ CONSTRUCTION TO P£RM/T TH£ R£VISIONS OF TH£ CONSTRUCTION Pl.ANS IF' IT IS FOUND THI\T THE: ACTUAL LOCATIONS AR£ IN CONFLICT WITH TH£ PROPOSED WORK. 22. THE CONTRACTOR LEAST TWO fUL FACILITlfS AND SHI\LL NOTIFY AFFECTED UTILITY COMPAN/£S Jg££ mow; AT L WORKING DAYS PRIOR TO STARTING CONSTR TION NEA THEIR SHI\LL COORDINATE WORK WITH A COMPANY REPRE:S£NTATJVE:. UNDERGROUND SDG&:£ SERVICE: AL£RT UN/CATIONS PACIFIC 8£LL AOCLPHIA COMM CITY OF CARLSBAD CITY OF CARLSBAD LEUCADIA WAST (STR££TS ,t STORM DRAIN) (SEWER, 111'\TER .t: RECLAJM£D WA11:R) £WATER DISTRICT PLANS PREPARED UNDER THE SUPERVISION Of: 1-B00-422-0JJ f 760j'4JII-B200 760 489-J441 (7B0)9J l-7DOO (760)602-2720 (760)602-2722 /760/753-0155 LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRAD! BREAK SVC BEGIN VERTICAL CURVE: £VC !ND VERTICAL CUR\/£ VP/ VCRTICAL POINT Of' INTCRSfCTION BC BEGIN CURVE CC CND CURVE HP HIGH POINT LP LOW POINT FL FLOW LIN! DWY DR/VfWAY FS FINISHED SURFACE PRC POINT OF REYERS! CURV! ST. STR£fT RT RIGHT LT LEFT TW TOP OF WALL PCR POINT CURS RETURN MVC MODIFIED VERTICAL CURVE CL CENTERLINE BW BOTTOM OF WALL N. T.S. NOT TO SCALE CTS CEMENT TRE:A TED BAS£ RP RADIUS POINT fOP EOG! OF PAVEMCNT CDS CUL-O£-S4C STATIONING RCP REINFORCED CONCRETE PIP£ SD STORM DRAIN KNU KNUCKLE STATIONING CC CENTER OF CUL-D£-S4C CS CURS "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DEC~ARE THAT I AM THE: ENGIN[ER Of WORJ( FOR THIS PROJ£CT, THAT I HAVE: EXERCISED RESPONSIBLE: CHARGE: OVER THE: DESIGN OF TH£ PROJECT AS D£FINED IN SECTION 6703 OF THE BUSIN£SS AND PROFESSIONS CODE:, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRE:NT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARI.SBAD DOE:S NOT RE:LlfVE: ME, AS ENGINE£R OF WORK, OF MY RESPONSIBILITIES FOR PROJ£CT DE:SJGN, FIRM: DEXTER WILSON £NG/NEERING. INC. ADDRESS: 703 PALOMAR AIRPORT RQAQ SUITE 3OQ CITY, ST.: C481S84Q GA :~EPHOtt:.:•, 40:;__ DATE: 3 -1/-o~ ANDR£W M. OVEN P.£. NO.: RCE 4/Q/5 £XP I RAT I ON DATE:: ~3uf.-3.J.,f/Llo91.L7 _______ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE: PLANS WAS GE:NfRATE:D BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS /1-30-97/ AND F/£LD SURV£Y BY O'DAY CONSULTANTS IN APRIL, 2001. TOPOGRAPHY SHOWN HERE:ON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PE:R LA COSTA GREENS PHASC I GRADING PLANS, PROJECT NO C.T. 99-03, DRAWING NO. 391,2A REFERENCE DRAWINGS CITY Of CARLSBAD DRAWING 191,7, 406-4, 406-4A OWNERS / PERMITTEES RE:AL £STAT£ COLLAT£RAL M4NAG£M£NT COMPANY, A DELAWARE: CORPORATION 1903 WRIGHT PLACE SUIT£ 180 CARLSBAD, CA 9200/J I 760/ 929,2701 LEGAL DESCRIPTION BEING A SUBDIVISION OF LOT 12 OF THE CITY OF CARLSBAD TRACT CT 99-03 LA COSTA GR££NS, IN THE: CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE OFFICE: OF TH£ COUNTY RECORDER OF SAN 01£60 COUNTY, FEBRUARY 12, 2003. PROJECT LOCATION THIS PROJCCT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ 231-I 12-03 TH£ CALIFORNIA CQORDINATE: INDEX OF THIS PROJECT IS N 1982 E 6253 BASIS OF BEARINGS THE: BASIS OF BEA~INGS FOR THIS SURVCY IS TH£ CALIFORNIA COORDINATE SYTEM. /983, ZONE: VI, 1991.35 EPOCH, NORTH AME:RICAN DATUIII OF 1983 INAD83/, GRID BEARING 8£Tl'o££N STATION CLSB-153 AND STATION CLS8•070 AS SAID COORDIIIATES AR£ PUBLISHED IN TH£ CITY OF c:~~~D/~~~~~YF1f:;R~t ~fwg~~,~~T;:L~!~£~A:yo~~~~R~o:T~URV£Y RECORD£R ON F£8R~ARY 8, 2002. IEr N 36'41'12" W SHEET INDEX NOT£$ AND L£GEND KEY MAP SIT£ PLAN SHEET I SHEET 2 SHEET J MfCHAN I CAL PLAN AND S£CT IONS SH£E:T 4 ELE:CTRICAL PLAN' AND D£TAILS SHE:E:T 5 fLECTR I CAL NOT£$ SHE:£T 6 "AS BUILT" ~r.,·10~ 6-21-07 DEXTER WILSON ENGINEERING, INC. RCE 4\015 EXP. :3-3 \-09 DATE ~a~O--- ANDREW M. OVEl'I RC£ 41015 . CS2\ \FS\DWG\68102,5\NOTESl.DWG 03-11-Q4 09;49:0J i 3-1/-0~ DATE CONSULTING ENGINEERS 703 PALOMAR ftJRPORT ROAD, SUITE 300 REVIEWED BY: ~ "'1<Q @: !{, ~,iQ] CARLSBAD, CA 92009 {760) 438-4422 INSPECTOR 1 ME l ENGINEER'S NOTES I. NEITH£R THE: OWN£R, NOR TH£ ENGINEER OF WORK WILL £NFORCE: SAFETY MEASURES OR R£GULATIONS. THE: CONTRACTOR SHALL D£SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE: SOL£LY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFCTY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TH£ COURSE: OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE: CONTRACTOR $HALL D£F£ND, INDEMNIFY AND HOLD THE: ENGINEER HARIM.ESS FROM ANY AND ALL LIABILITY, REAL OR ALL£GED, IN CONNE:CTION WITH TH£ P£RFORMANCf OF TH£ 'NORK ON THIS PROJECT, EXCE:PTING LIABILITY ARISING FROM THE SOLE NE:GLIGENCE: OF TH£ £NG/NEER. 3. TH£ CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STR£ETS, UTILITIES, AND STORM DRAINS ARC BUILT IN ACCORDANCE WITH THE:SE PLANS. IF THERE: IS ANY OUE:STION REGARDING THESE: PLANS OR FIE:LD STAKES, TH£ CONTRACTOR SHALL REQUEST AN INTE:RPRE:TATION 8£fORC DOING ANY WORK BY CALLING THE ENGINE:ER Of WORK AT /858/ 558-4500. 4. Tl/£ CONTRACTOR SHALL VE:RIFY ALL STAKES FOR ACCURACY AGAINST Al'PROVE:D PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL R£WORK THAT R£SIII.TS FROII PROCEEDJNG USING INCORRECT STAXES THAT AR£ NOT VALIDATED BY THE CONTRACTOR PRIOR TO COM.£NCING CONSTRUCTION. 5. THE: CONTRACTOR SHALL ALSO TAKE: TH£ N£CE:SSARY STE:PS TO PROTECT TH£ PROJECT AND ADJACENT PROPERTY fROM ANY EROSION ANO SILTATION THAT MIGHT RE:SULT FROM HIS OPERATIONS BY APPROPRIATE: MEANS (GRAV£L BAGS, HAY BAL£$, TEMPORARY DES ILTING BASINS, DIKE:$, SHORING, £TC./ UNTIL SUCH TIME: THE: PROJE:CT IS COMPLE:TED AND ACC£PTED FOR MAINTENANCE BY THE: OWNER. 6. THE £X/STENC£ ANO LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON W£R£ 08TAIN£D BY A S£ARCH OF TH£ AVAILABLE: RECORDS. TO TH£ 8£ST OF OUR KNOWLEDGE:, TH£R£ AR£ NO OTHE:R E:XISTING UTILITIES fXCEPT AS SHOWN ON THE:5£ PLANS. BEFORE: EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE E:XPLORATORY EXCAVATIONS ANO VERIFY THE HORIZONTAL ANO VERTICAL LOCATION OF ALL UND£RGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON TH£ PLANS OR NOT. SPECIFIC A1T£NTION SHALL BE MADE IN AREAS WHERE: THE: PROPOSE:D IMPROV£1.ENTS I.EET EXISTING. CONTRACTOR SHALL NOTIFY THE £NGINE£R OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE: PROJECT, AND ALLOW SUFFICIENT TIM£ FOR REVISION TO THESE: PLANS IF AS·B/JILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO TH£ DESIGN. 7. CONTRACTOR SHALL TAK£ PRE:CAVTIONARY M£ASUR£S TO PROTECT EXISTING ABOVE: GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS 11£LL AS £XI STING UTILITIES NOT SHOWN H£REON. CONTRACTOR SHALL REPAIR OR REPLACE ITfMS REQUIRED TO REMAIN IN PLACE l'IH/CH ARE DAMAGED, DURING THE COMPLETION OF TH£ WORK, TO TH£ SATISFACTION OF TH£ APPROPRIATE AG£NCY. 8. WHE:RE TRE:NCHES AR£ ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS £NG/NEER SHALL 8£ RETAINED BY TH£ Ov.r/ER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN TH£ PR£L/MINARY SOILS R£PORT. 9. TH£SE: PLANS SHOWN THE: MINIMUM IMPROVEME:NT REOUIRE:D BY TH£ APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIE:LD CONDITIONS MAY DICTATE: ADDITIONAL ll.f'ROV£MENTS. THE: COST OF ANY ADOITIONAL IMPROVEME:NTS SHALL BE: BORN£ BY TH£ CONTRACTOR. ANY ADDITIONAL TESTING BY TH£ SOILS £NGINE:ER OR OTHER PROFESSIONALS SHALL 8£ COMPLETED AT THE: CONTRACTOR E:XP£NS£. 10. PRIOR TO ORDE:RING MAT£RIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST. THE CONTRACTOR SHALL NOTIFY TH£ £NG/NEER OF WORK IN WRITING, WH£N£VER TH£S£ PLANS SE£M UNCLEAR. II. THE: CONTRACTOR SHALL NOTIFY TH£ SURVE:YORS 48 HOURS PRIOR TO BACKFILLING TRE:NCHES FOR ALL NE:W UTILITIE:S. TH£ SURVEYOR SHALL OBTAIN NECESSARY F1£LD SHOTS TO PROVIDE: THE: £NG/NEER OF WORK WITH A LETTE:R OF CERTIFICATION STATING THAT ALL IMPROVE:ME:NTS AR£ CONSTRUCTE:D IN SUBSTANTIAL CONFORMANCE: WITH TH£ L/N£S AND GRADES SHOWN HEREON. THE: CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE: APPROVING AUTHORITY. 12. THE: G£NERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE: AT ALL TIME:S FOR US£ BY TH£ ENGINEER OF OORK, SOILS ENGINEER AND THE CITY INSPECTOR. TH£ GENERAL CONTRACTOR'S SUPERINTENDANT IS REOUIRCD TO UPDATE: SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGR£SSES. SAID PLANS SHALL 8£ CE:RTIFIE:D BY TH£ SUPE:RINTE:NDENT AS ACCURATE AND COMPLETE UPON COMPL£T/ON OF TH£ PROJECT, AND BECOME: TH£ PROPCRTY OF TH£ ENG/N££R OF WORK. 13. RETAINING WALLS, IF SHOWN HEREON, ARE /NCLUD£D AS SUPPLEMENTARY INFORMATION. D£TAIL£D PLANS, A SEPARAT£ PERMIT ANO INSPECTION JS REQUIRED FROM THE BUILDING DEPARTM£NT FOR ALL RETAINING WALLS. 14. TH£ SOILS R£PORT AND ALL THE: SUPPL£M£NTS TH£R£0F AR£ INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM WITH AND 8£ SUBJECT TO ANY TE:STJNG OR INSPECTION R£QU/R£M£NTS IN TH£ RE:PORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS ANO TEES IN WAT£R SYSTEMS PURSUANT TO TH£ APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STR£CT LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFIL£S SHOW A GRAPHICAL RfPR£S£NTATION OF TH£ CALCULATED HGL DURING TH£ DESIGN STORM, AS REOU/R£D BY THE CITY. THE CALCULATED HGL CAN 8£ FOUND IN THE: APPROVED STORM DRAINAGE REPORT ON FILE: AT TH£ OFFICE: OF THE: CITY ENGINEER. £NGIN££R IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHfRS, IIHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING TH£ SYSTEM. CHANGES TO THE SYST£M, REQUIRE APPROVAL OF A R£G/STERED ENG/N£ER RESPONSIBL£ FOR THE REVISIONS. BENCH MARK IMPORTANT DESCRIPTION: WORK TO BE DONE TH! IMPROVEMENT WORK SHALL 8£ PCRFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT TH£ TIME OF CONSTRUCT/ON, AS DIRECTED BY TH! CITY' £NG/NEER. I. CARLSBAD MUNICIPAL COO!. 2. CITY OF CARLSB4D STANDARDS. .J. THIS SET OF PL»IS. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY G£0CON, INC. SOILS AND TESTING, INC. DATED, MARCH 2000. 6. TH! S4N DIEGO ARE:A REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY TH! CITY' OF CARLSBAD STANDARDS. 7. FINAL PROGRAM DR 98-07 8. TH! CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCT/ON OF WATER. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY' LINE EASCMCNT LINE A.C. PAVING/BAS! 6" TY'P! G CURB ,k GUTTER CONCRU! SIDEWALi< DRIVEWAY LEGEND STD. DWG, ••G-2 SYMBOL ----- ------ J I K PR/VAT! STREET LICHT 9,500 LUM (HPSV) ,..,E-1, ••£-2, ,.M-21 o--Q EXISTING STORM DRAIN EXISTING SCWER EXISTING WATER LIN! PROPOSED WATER MAIN G4T£ VALVE FIR! HYDRANT ASSEMBLY WITH MARKER 2" AIR VAC ASSEMBLY 2" BLOW OFF ASSEMBLY 2• MANUAL AIR R£LE:AS£ ASSEMBLY • CITY' OF CARLSBAD STANDARD DRAWING •W-16 •w-12 •w-1 •w-a •W-6 •• CITY OF S4N DlfGO REGIONAL STANDARD DRAWING "' AS MODIFIED BY TH! CITY OF CARLSBAD STANDARDS ----w-----w---- __ AV ___ _ so --. -- -_Ji.M __ - - VICINITY MAP NTS CARLSBAD MUNICIPAL WATER DISTRICT ~t-FY~ 4-2z-01 WILLIAM E. PLUMMER DAiE DEPUTY CITY ENGINEER R.C.E. 28176 NOTICE IJ.· S. C. ,t G.X. BRASS DISC STAMP£D "KJ02., 193S" IN CONC. MON. SECTION 4216/4217 OF TH! GOVCRNMCNT COO! LOCATION: POINT LIES 11.S' 1:ASTE:RLY OF £ASTERN REQUIRES A DIG41.CRT IDENTIFICATION NUMBER 8£ BE:RI/ LIN£ ON RANCHO SANTA FE: ROAD. ISSUED BEFORE A PERMIT TO EXCAVATE WILL 8£ 7 JJ NORTHERLY OF ELECTRIC VALID. FOR YOUR DIGALERT I.D. NUMBER CALL TRANSMIS!jlON LINE POLE MARKE:D "n.ZJOII ANO "tl.1382S" AND UNDERGROUND SERVICE ALERT AT: APPROXIMATELY 1.2 M/1.£S NORTHCRLY TOLL FREE h~rl,JJ 611") tr.. A"'-!lUILT OF TH£ /NT£RS£CTION OF RANCHO 1-800-422-4133 SANTA F£ ROAD AND LA COSTA AV£NU£. DATE INITIAL DATE INITIAL ELEVATION: 5.JJ.J9 NGVD 29 MSL TWO WORKING DAYS BEFORE YOU DIG ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL I SH~ET I I SH~ I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMCNT Pl.ANS FOR: LA COSTA GREENS -N. 1.12 ZODIAC STRE8T PR STATION APP~ C ~-LLOYD HUBBS /4 ~ C 4-• zz •q 1 CITY ENGINEER RCE 23889 EXP.122.Jfi._05 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INJTIAL CHKD BY: ;j!,(Z. RVWD BY: J1,JI!. CT02-21 406-4B Cl1Y APPROVAL • , ,. --~ C :e .... G) 9. ,l::ai O') 0 a, I ,l::ai OJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --\ \ \ \ \ \ \ \ \ ' ' ' \ \ \ \ \ \ -~·-'-'-. ;;, ·" I -r------ AVENIDA DEL PARA/SO • , I ,, ,,,, ' I \ I I \ I ,. I I I ,, \ I ,. I I I / ~ I I II I \ I I / • \ I / I I I II I / I I I • \ / \ I ,, I I I I ( I I I \ I I I I \ I .J.. I WATER NOTES I. WA7l:R MAIN ANO APPUR7l:NANC£S SHALL 8£ CONSTRUCT£D IN ACCORDA('IC£ WITH THE' "CARLSBAO RUL£S AND R£GUtATIONS FOR THE' CONSTRUCT/ON OF POTABLE' M!T£R MAINS -CARLSBAD MUNICIPAL WA7cR DISTRICT,• OCT08£R I 99J OR AS AM£ND£D. 2. THE' CONTRACTOR SHALL OBTAIN AN £XCAVAT/ON P£RMIT FROM THE' DIVISION OF INDUSTRJAL SAFUY AND PROVIDE' PROOF OF OSHA NOTIFICATION 8£FOR£ ANY £XCAVAT/ON AND SHALL ADH£RE' TO ALL PROVISIONS OF THE STAT£ CONSTRUCTION SAFUY ORO£RS. J. BCFORE' ANY CONNECTION OR SHUT DOWN OF VAL ITT ON CXISTJNG C.M, W.D. LINES, A PCRMIT SHALL BE' OBTAIN£D FROM THE C.M.W.D, OFFICE' AND MUST BE SIGN£0 ANO APPROV£D BY DISTRICT ENGIN££R ANO DISTRICT SUPERINTE:NO£NT. 4, A PRECONSTRUCTION CONFf:R£NCE' M£UING SHALL BE' HELD A MINIMUM OF SEVE:N (7) DAYS B£FORE' CONSTRUCT/ON BEGINS. CONTACT CITY OF CARLSBAD ENGINIIR/NG OCPARTMENT ({760} 4J8-J891} FOR SCH£0ULING. 5. TH( CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINE£RING D£PARTMCNT 48 HOURS PRIOR TO STARTING WORK SO THAT INSP£CTION ,W\Y BE' PROVIDED -TE:LCPHONE NO. (760) .,,_J8-J891. 6. NO TR££$ OR STRUCTURES SHALL BE ALLOW£D IN THE' WATE:R LINE' EASEM£NT. ALL DI/STING TREES AND STRUCTURE SHALL BE R£MOV£D PR/OR TO COMMENC£M£NT OF WORK -ANY EXC£PTIONS SHALL R£QUIRE WR!mN P£RM/SS/ON FROM THE DISTRICT CNGIN££R. 7. ALL BURIED COPP£R PIPING AND APPUR7l:NANC£S SHALL BE' PROT£CT£q BY McANS OF CATHODIC PROTE:CTION. IF D£Vf1.0PCR/OWN£R CONDUCTS A SOILS n:sT R£PORT ANO D£MONSTRATES THAT PROT£CT/ON CAN BE P£RFORM£D IN ANOTH£R MANN£R, THE' DISTRICT £NGIN/IR WILL CONS/OCR AN ALT£RNATIV(: FORM OF PROTf:CTION. 8. THE EXACT HORIZONTAL AND V£RTICAL ALIGNM£NT AND TYPE OF MAn:R/fu.S OF TH( FIR£ LINE LOCA TCO 8£TW££N THE OIR£CTOR CH£CK VAL VE' AND BUILDING SHALL 8£ D£Tf:RMIN£D 8'1' THE CITY OF CARLSBAD FIRE MARSf-l4!.. ' I 9. ALL R£CLAIMED WAT£R MAINS AND APPURT£NANC£S SHALL BE CONSTRUCTfD IN ACCORDANCE WITH THE "CARLSBAD R£CLAMATION RULES AND R£GUtATIQNS FOR THE CONSTRUCT/ON OF RECLAIM£0 MITE:R MAINS -CARLSBAD MUNIC(PAL WA TE:R DISTRICT, • OCT08£R I 99J OR AS AMEND£0. AND D£MONSTRATES THAT PROT£CTION CAN BE PU/FORMEO IN ANOTHER PROTfCTION. CS2\ \fS\DWG\68102o\NOTES-2.DWG 0J-11-04 09:o1 :32 \\ • ,, I ,, I \\ I I I \\ I \ \ I \ y \ \ \ \ \ \ \ I \ \ \ \ \ \ \ ' ' \ "' :ll Al. D. 410 /J1 IV\\. I I I ,l I I I I I I I, 1; ---,..: I I I I I l I -, ... - I I I I I I I I i l\l I I I PLANS PREPARED UNDER THE SUPERVISION OF: ~d 01rf:::-3 -II-Ct< ANDREW M. OYEN RCE 41015 DATE KEY MAP SCALE: 1 • = 1 00' DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 RCE i &; ~ ij j UNICORNIO STREET "AS BUILT" .~,!• o~ 41015: EXP. 3-31-0'1 SUBDIVISION BOUNDARY RIGHT OF WA 'I' FIR£ HYDRANT STR££T LIGHT STORM DRAIN WATf:R LINE S£WCR LIN£ ~-21-07 DATE r':,-n:CJ7 DATE ~ fs 8 ~ ~ LEGEND -------- [XXl ' . ""'' ~ A,c:,.i,,111LT INITIAL "BY: !Qi13/4;z --~9~@ REVISION DESCRIPTION INSPECTOR,_ . DATE ENGINEER OF WO DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I I I I I I I I I I I I I --' I ·-'· '-. ---------1 I I I I I I I CT] CITY OF CARLSBAD . ENGINEERING DEPARTMENT IMPROVEMENT Pl.ANS FOR: LA COSTA GREENS -N. \ I SH~ETS I 1.12 ZODIAC STREET PR STATION APP~~_ z".'. ~-LLOYD HUBBS 4~ .., .r --.-:=: 4-:lt•Pf CllY ENGINEER RCE 23889 EXP. 12/31/05 DATE • OWN BY: PROJECT NO. DRAWING NO. CHKD BY: 01,;a CT 02-21 406-4B RVWD BY: Jc.I!. C ~ l'l>C) 9. -1::a, O') 0 a, I -1::a, m --- LOT 31 E~}. G R~NING_..-l . //i .. I OT 40 (PER CT 02-:-21) I ------· -------------Lor· -----i, I 30 ,/ I I ' ' ' I ' ' I ' I ' I I I I I I I I I I I ' I I ' ' ' ' ' ' I I I I I I I I I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' COORDINATE DATA NORTHING EASTING DESCRIPTION @ 1983604.0745 6254540. 9117 INSIDE CORNER VAULT @ 1983597.9534 6254553. 5027 INSIDE CORNER VAULT © 1983590. 7586 6254550.0050 INSIDE CORNER VAULT @ 1983608.5962 6254545.3337 CENTER RELIEF DISCHARGE BASIN CS2\ \FS\DWG\681025\SHEET-3.DWG OJ-11-04 09:52:25 ~ \ LOT 40 (PER CT 02-21) ,-· -r~ I -\ · .. _ / EXISTING PER D-75 I ~ \.\·_ -PER DWG. 397-2A I I GENERAL NOTES: I. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 2. ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EOUALS. 3. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FABRICATION. 4. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. 18" STORM DRAIN AND HEAD WALL PER owe,. 406-4 11 11 ·. · \ . PROPOSED WATER • EASEMENT TO CMWD \ \ ·. \ PER DOC .. #.Z.004 - O l."'}0617 1 -REC:!,-2.7-.2.00+ I 5. VAULT FLOOR SLAB, WALLS, TOP SECTION, AND MANHOLE FRAME AND COVER SHALL BE DESIGNED IN CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE OF A PRECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. PRESSURE R IEF DISCHARG . ASIN I RIM EL . = 405.20 R.O.W. PER CT 02-21 ' <. "<. . ,, •1, " ; . . .. , . ·;t ;• . !' . . . .. I I I SITE PLAN 1 ·= 1 o· Ii PR03·105" I I I \ \ \ \ \ \ \ \ ' ' ' ' ' ' RADto ANTENNA BASE . (C ITV TO ~UPPL '{ ANTfNNA ANO MOVNTIN&i) - ZODIAC STREET EXISTING 1 o• AC WATER LINE PER CITY OF CARLSBAD DWG. NO. 169-7 6. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS. 7. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. 8. REll'EORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. 9. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COlfONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE . 10. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOOTH AND EVEN PER SECTION B-13 'SURFACE FINISHES' OF DISTRICT STANDARDS. NOTE: HOLD BACK COATING ON PIPE THROUGH WALL COAT ALL EXPOSED PIPE AFTER WALL PENETRATION INSTALLATION IS COMPLETE MODULAR SEALS WITH 31 6 SS PARTS, LINK SEAL OR EQUAL PRECAST CONCRETE WALL r PIPE END SHALL BE FlANGED OR PLAIN END, AS SHOWN ON MECHANICAL PLANS ni__r-==:~=1_===.1n ffi 11 11 ~ 5~ I I 11 & ~~ --------------~ ~ ~ ~: UPSTREAM VALVE SIZE HGL PRESSURE 6" 680 122 MODEL 92-01 4• MODEL 92-01 680 122 4• RELIEF 510 48 MODEL 50-01 • MAXIMUM SURGE ~ 1,800 GPM "AS BUILT" DIP SPOOL PIECE INSTALL NONSHRINK GROUT IN ANNULAR SPACE " INSTALL NONSHRINK GROUT IN ANNULAR SPACE VAULT PIPE PENETRATION DETAIL CD NO SCALE PRESSURE REDUCING STATION DATA TABLE DOWNSTREAM MINIMUM CONTINUOUS MAXIMUM CONTINUOUS UPSTREAM SETPOINT DOWNSTREAM SETPOINT FLOW RATE, rER FLOW RATE, rER HGL PRESSURE MANUFACTURER GPM MANUFACTURER GPM PSI HGL PSI HGL 51D 48 115 1.800 109 650 40 490 510 48 50 800 116 665 48 510 BOO• 543 -----63 I SH;ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARmENT IMPROVEMENT PtANS FOR: LA COSTA GREENS -N. 1.12 ZODIAC STREET PR STATION ~ e.• I a ft il'llfESSJ~ fo,-11:01 PLANS PREPARED UNDER THE SUPERVISION OF: APP~~-,,: '.L ¼ LLOYD HUBBS ~ ?,'I 41. a ~ v u < ~ 4-~7-174 DEXTER WILSON ENGINEERING, INC. RCE 4\0\5 EXP. 3-31-01 DATE I N~ 41~\ CITY ENGINEER RCE 23889 EXP. t2/J 1705 DATE CONSULTING ENGINEERS tt?e-' 0~ r~EDB~D lh.'JJ:-07 ·4-n RI, A.._-P.11\1 I -11 \f•P!..<i/31 7 • 703 PALOMAR AIRPORT ROAD, SUITE 300 ~ 1oi~-, DWN BY: PROJECT NO. DRAWING NO. 3-11-0~ CARLSBAD, CA 92009 (760) 438-4422 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: J!,B ~ Vl'-,Z REVISION DESCRIPTION RVWD BY: Jbe, CT 02-21 406-4B .! OF CA~•I ANDREW M. OVEN RCE 41015 DAT!: ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL INSPECTOR DATE C =E (,.) G) a ,l::a. o,O O') ./::. m 4• -0" 18" STORM DRAIN FOR CONTINUATION, SEE CITY OF CARLSBAD DWG. NO. 406-4 3'-10• 9• 2·-0· 7 2·-0· -::'.::::::~$~ CONSTRUCT PER '\ THIS DWG. t ' . -'--•' 4 2 r----1L.I r---+ NO. 4 BARS 12" O.C. EACH WAY (TYP. BOTH SIDES) 1--------7'-9" --------i---2'-3" ---1---~ 12· ---- 510 ZONE 680 ZONE 11· 1' a· 11· 1:-2·;11J·;"1 R.O.W. PER CT 02-21 TYP. WALL PENETRATION TYP. OF 5 PER DETAILEB TYP. ON 4 a• STEEL PIPING 2·-2 3/8" WALL PENETRATION TYP. OF 5 LL'\ PER DETAIL~ ~ --- - ~ ~~~ Oi,1s"il'-\l%'1lG· C ,\'\IS ~ ~£,~ S"i~\l.foa~4 '!lG· - ~==i=f=:_~£.7'.::i-9." =--=-~~=---il-===-=--==-==M=-=E=-C::::-H-=A=N=I C=-A.!.!14~::!-o~· P=LA-N-~::::.=-::_::-:_:?-s::=;-=1+=====--=-=----70 -9• ----, ,...----. CONSTRUCT PER DWG. 406-4 FINISH GRADE EL 404.4± NO. 4 BARS 12• O.C. ~CH WAY WALL PENETRATION PER DETAILEB 2'-6" CS2\\FS\DWG\681025\M-l.DWG OJ-11-04 09:53:25 ,; . • . . .. ' ' . . •"" SET VAULT ON 12" OF 3/8" CRUSHED ROCK THICKNESS or ROCK 4• SCALE: 1/2" = 1'-0" PLUMB HATCH --.... DRAIN TO PRESSURE RELIEF DISCHARGE DRAIN r ~: ~· < -... ··: .4 • ::: .·:· -• ;·:~:. 7 ~ ~~·.◄,-j:: ~: :-,.:.~~-~ .. ; _· ;:· ~. :··.; ~ ~-:~·-.{~· · .. • ' ... . '• TOP OF HATCH EL 406.0 FINISH GRADE EL 405.5± NO. 4 BARS 12" O,C. EACH WAY , "· : 1-,.-...-,1---~-' : 1 • DRAIN (BOTH PIPES) SECTION SCALE: 1/2" ,. 1•-0• CD PLANS PREPARED UNDER THE SUPERYISIOlt OF: ANDREW M. OVEN RCE 41 OHi DAlE WALL PENETRATION PER DETAILLLl ELEV. 395.0 'CD _l_ <t ELEV. 397.50 MATERIALS LIST: G) @ @ @ 1 EACH 4" PRESSURE REDUCING ANO PRESSURE SUSTAINING VALVE, Cl.A-VAL 92G-01, BCKC, DUCTILE IRON BODY, SS TRIM, CL 150 FLANGES, EPOXY COATED INTERIOR AND EXTERIOR, SPRING RANGE 30-300 PSI DOWNSTREAM AND 20-200 PSI UPSTREAM, X101 INDICATOR (SEE MISC. UNDER TELEMETRY SYSTEM COMPONENT LIST). 1 EACH 6" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE. (SAME DESCRIPTION AS ITEM NO. 1 ). 1 EACH 4" PRESSURE RELIEF VALVE, 50A-01 BKCD, DUCTILE IRON BODY, SS TRIM, CL 150 FLANGES, EPOXY COATED INTERIOR ANO EXTERIOR, CRL 20-200 PSI RANGE. 2 EACH 6" GATE VALVES, CL 125 FLANGES, WITH HANDWHEEL 2 EACH 8" GATE VALVES, CL 125 FLANGES, WITH HANDWHEEL. 1 EACH 4" GATE VALVE, CL 125 FLANGES, WITH HANDWHEEL. 2 EACH 8" X a• X 6" FABRICATED 1 D GA. STEEL COMBINATION TEE, BEND, AND SPOOLS WITH THRUST COLLARS PER DRAWING, DOUBLE WELDED JOINTS, CEMENT MORTAR LINED AND COATED, CL 1 50, FLANGES. 1 EACH a•x4• FABRICATED 10 GA. STEEL TEE, CL150 FLANGES, WITH MORTAR LINING. 1 EACH 4 • FABRICATED 10 GA. STEEL DISCHARGE LINE, CL 150 FLANGES, VICTAULIC COUPLING, MORTAR LINED WITH PORTION COATED. 2 EACH 6" X 4• CL 150 FLANGED REDUCERS WITH MORTAR LINING 1 EACH 6" CL 150 FLANGED SPOOL, MORTAR LINED 1 EACH 6" CL 150 FLANGED SPOOL WITH VICTAULIC COUPLING, MORTAR LINED 1 EACH 8" CL 150 FLANGED SPOOL WITH MORTAR LINING. @ @ 1 EACH 8" CL 150 FLANGED SPOOL WITH VICTAULIC COUPLING, MORTAR LINED @ @ @ @ @ 3 EACH STYLE 77 VICTAULIC COUPLINGS, SIZE PER DRAWING 1 EACH SUMP PUMP "LlffiE GIANT" 1/3 HP, AUTOMATIC, GRAINGER #3P639A 1 EACH 1 1 /2" PVC LINE TO DISCHARGE WITH CHECK VALVE ANO COMPRESSION COUPLING. 1 1/2" GALVANIZED SUPPORT BRACKET. 8 EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE -MOUNTED ON RAISED CEMENT GROUT. 1 EACH PRE-CAST CONCRETE VAULT (PARKWAY LOADING) WITH INTEGRAL SUMP. SLOPE VAULT FLOOR 2 PERCENT TOWARD SUMP. INCLUDE P.C.C. THRUST COLLAR WALLS PER DRAWING. MASTIC SEALANT AT JOINTS. 1 EACH 36X36" HATCH, BILCO TYPE J-4AL. RUN HATCH DRAIN TUBE TO EXTERIOR. 1 EACH GALVANIZED STEEL LADDER, ALHAMBRA FDRY. MODEL NO. A-3400 WITH LADDER-UP. ELEV. 400.67 ~£===:¥~==s:,V ELEV. 400,00 Cf E==~=:~=== TO DISCHARGE MANHOLE WALL PENETRATION PER DETAILEB ... 17 Hr· ''-'-I' -111 ·, :. : ' ' ' 10· ---- 21 -611 TOP OF GRATE 405.2 FINISH GRADE 4-04-. 7 @ @ @ @ @ @ @ ® @ @ @ @ @ 2 EACH 6" PVC VENT PIPES. 2 EACH 6° PVC 90' BENDS. 2 EACH 6" PVC X STEEL ADAPTORS. 2 EACH 6" 10 GA. STEEL VENT PIPE, PRIME ANO PAINT ABOVE GROUND. 2 EACH 6" STEEL INTAKE AIR CAP, ALHAMBRA FDRY. MODEL NO. A-2163 (GALVANIZED). 2 EACH CONCRETE VENT PIPE ENCASEMENTS. 1 EACH 36" DIA. PRE-CAST CONCRETE MANHOLE. 1 EACH 36" DIA. CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FDRY. MODEL NO. A-1558-36. 1 EACH 4• FABRICATED 10 GA. STEEL DISCHARGE LINE WITH 180' BENO, CL 150 FLANGES, MORTAR LINED WITH PORTIONS MORTAR COATED OR PRIMED AND PAINTED. CONCRETE THRUST BLOCKING PER CITY STD. DWG. W15 AND W19. 5 EACH SLIP ON/WELD ON CLASS D FLANGE, SIZE PER PLANS 2 EACH PRESSURE GAUGES, ASHCROFT 3 1/2"-1009A 1/4" FITTED AND INSTALLED PER GAUGE DETAIL A, SHEET 5 2 EACH PRESSURE TRANSDUCERS PER DETAIL B, SHEET 5. PRESSURE TRANSDUCERS TO BE VEGA BAR 14-TYPE CONTACT JPR SYSTEMS (SCOTT) 714-985-0192 @ INTAKE BLOWER MOUNTED TO WALL TOP VENT PIPE GRAINGER #4C943 OR 4YJ33 @ @ @ @ @) @ @ @ @ @ @ TIME CLOCK TO BE MOUNTED NEAR LADDER WITH WEATHER PROOF BOX INTERMATIC #2T2501A LIGHT TO BE OPERATED BY LIMIT SWITCH ON LID 2 EACH 8X6" CL 150 FLANGED STEEL REDUCER WITH MORTAR LINING. CEMENT COATING. LEAVE ON TO FIRST FLANGE. INSTALL HOSE BIBB AT BODY PLUG LOCATION ON PRESSURE RELIEF VALVE. TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED TO 110 VOLT RELAY. MOUNT TELEMETRY BOX ON REAR WALL PVC TO COPPER TRANSITION COUPLING 1 1/2" COPPER TUBING TYPE K (HARD) WITH PROTECTIVE WRAPPING a• FLANGE COUPLING ADAPTOR a• PVC CLASS 150 PER DWG. 406-4 J" HIGH X 3/8" THICK STEEL ANCHOR PLATE WELDED TO OUTSIDE DIAMETER OF PIPE NQTE:NEEO 2-WIRE LEASE LINE FROM VAULT TO CARLSBAD MUNICIPAL WATER DISTRICT, 5950 EL CAMINO REAL, AND ONE YEAR LEASE f l _. 1·-a· 2·-0·~ 1 • -0" ... 431-+crtl 1-----130 s· FROM SUMP PUMP FROM PRESSURE RELIEF VALVE DISCHARGE M.H. SECTION ED RELIEF VALVE SECTION SCALE: 1/2",. 1'-0" ED SCALE: 1 /2" ,. 1 '-o• l°siiffi"'l CITY OF CARLSBAD t=====t====t==========================!=====t====t====t====: ~ ENGINEERING DEPARTMENT 1---+-----+-------------+---+-----+--t-----1 IMPROVEMENT PLANS f'OR: DATE INITIAL DAlE INITW. OTHER APPROVAL CITY APPROVAL LA COSTA GREENS -N. 1.12 ZODIAC STREET PR STATION -t' llOYD HUBBS ~. -i ,-,,~ CITY ENGINEER EXP.12 JI 05 DATE DWlt BY: PROJECT NO. DRAWING NO. CHKD BY: :n-,e CT 02-21 406-4B RYWD BY: ..J i.j;t SUMP PUMP ------ SP-1 RITTAL ENCLOSURE 3/4" C-1-2#18SH • • L EXHAUST BLOWER 2"C, TELEPHONE POWER J-BOX (NEMA 4X) 2· c-10112, 5#12 GND. VALVE POS. 3/4" C-1-2#18SH TRANS. (TYP.) CONTROL J-BOX RITTAL (NEMA 4X) "' \ l HATCH SWITCH (2S-1) ALLEN BRADLEY LIMIT SWITCH 802T TYPE OR APPROVED EQUAL TO TURN ON LIGHTS LIGHTING SWITCH FAN SWITCH AND TIMER WEATHER PROOF TIME CLOCK INTERMATIC f2T2501A TELCO JUNCTION BOX (8"x8"x6") ATTACH TO ELECTRIC SERVICE SINGLE PHASE 120/240 VAC MYERS ME-UG 125 SERVICE PEDESTAL SIDE OF PEDESTAL--~ WITH 100 AMP MAIN (CIRCUIT SCHEDULE AS SHOWN) 2• CONDUIT TO TELCO SOv,U::R:::::CE::----MH 361 - 2• PVC ELECTRIC _ _,. CONDUIT WITH PULL s·r-[ 5• ...,___ 2" ELECTRIC CONDUIT TO WATER VAULT ROPE TO SDGE TRANS. STA. NO. 213-83 (300'±) "-----2" TELCO CONDUIT TO WATER VAULT SERVICE PEDESTAL DETAIL NO SCALE CIRCUIT SCHEDULE: CIRCUIT 1 20 AMP LIGHTS AND OUTLETS CIRCUIT 2 20 AMP TIME CLOCK AND FAN CIRCUIT 3 20 AMP SUMP PUMP CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT TO POWER JUNCTION BOX. NO -.uAL~LIC,.__~ CONDUITS CONC. ENCASE PRIVATE ONLY ., . ,.\ ;. lRENCH --"r TRENCH DETAIL NO SCALE FAN TIME CLOCK-INTERMATIC 2T2501A GRAINGER STOCK LIGHT /INTRUSION SWITCH TELEMECANIQUE MODEL #XCKJ 1 0541 H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRAINGER STOCK #48811. NOTE: TYPE ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION SCADA 1/0 EQUIPMENT STANDARD PRV TELEMENTRY TELEMETRY SYSTEM COMPONENT LIST {NO SUBSTITUTIONS) OPT022 1/0 HARDWARE AVAILABLE AT: OPTO 22 CONTACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULA, CA. 92590 BLACK BOX CORP. P.O. BOX 12800 PITTSBURGH, PA 15241 PHONE (724) 746-500 FAX (800) 312-0746 PHONE (800) 321-6786 HARDWARE REQUIRED: (FOR WATER OPS) 1 -AC7A OPTO 22 ADAPTOR CARD 1-MODEM 3600 STANDALONE, ITEt.4 #MD1 OOOA 1-MODEt.4 3600 RACKMOUNT, ITEt.4 fMD1 OOOC 1 -SNAPB12M 1 -SNAP-PSS 1 -SNAP-PS24 1 -SNAP-B3000 AS NEEDED -SNAP OACS 110 VAC OUTPUT MODULES AS NEEDED -SNAP !ACS 110 VAC 4 CH. INPUT MODULES AS NEEDED -AIMA-1 2-ISOLATED CHANNELS ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS, VEGA BAR14 CONTACT JPR SYSTEMS (SCOTT 714-985-0192) MISC. CLAVALVE SPECIAL ACCESSORIES 2-X117C VALVE POSITION TRANSMITTERS OR APPROVED EQUAL. (TO BE INSTALLED ON PRV'S) RITTAL #AE1350 {20"H X 2o·w X 12"0) MOUNTEb TO WALL WITH UNI STRUT MOUNT AND WIRE ENCLOSURE WHERE SHOWN IN VAULT NOTES: 1. COORDINATE WITH CMWD OPERATIONS (TEL. 760-438-2722) FOR ADDITIONAL REQUIREMENT. 2. PROVIDE 2-WIRE POINT-TO-POINT LEASED LINE FROhl VAULT TO CMWO, 5950 EL CAMINO REAL, AND ONE YEAR LEASE. 3. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION or ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. 4. CARLSBAD MWD SHALL BE RESPONSIBLE FOR ANY PROGRAMMING. DESCRIPTION MOUNTING VOLTS NO. OF LAMP TYPE TOTAL LAMPS WATTS RITTAL ENCL UNIT STRUT VAULT WALL MANUFACTURER AND CATALOG NUMBER FLUORSCENT FIXTURE, 4' LONG CEILING MOLDED HIGH IMPACT RESISTANT MOUNT, LITHONIA CAT. f ABS PLASTIC HOUSING WITH HIGH IMPACT CENTERED 120 2 F40T12 100 OD-240A-WLF ELECTRICAL PLAN ~i4~ ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, OVER PIPE OR EQUAL COMPLETELY GASKETED AND ENCLOSED RUNS 1/2" MIP SALL CORP (FORD FB 17DO; JONES J-1931) 1/4" GAUGE COCK ASHCROFT 3 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 PSI UPSTREAM SCALE: 1 /2" " 1 '-0' PIPING PER PLAN 1/2" THREADED CN' 1 /2" BRASS TEE 1 • X 1/2" BRASS BUSHING 1 1/2" X 1• NYLON INSCILATING BUSHING 1 1 /2" CL 3000 STEEL COUPLING PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE 1/2" MIP SALL CORP (FORD fB 1700; JONES J-1931) 1/4" GAUGE COCK ASHCROFT 3 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 PSI UPSTREAM 1 1/2" X 1 • NYLON INSULATING BUSHING 1/2" THREADED CAP 1 /2" BRASS CROSS 1/2" X 1/4" BRASS E!USHING (TYP. BOTH SIDES) VEGABAR 14 TRANSDUCER 4-20 MA 1 1/2" CL 3000 STEEL----=:=~~~i--===:;;------1" MIP X FIP COUPLING ·--; BALL CORP PIPING PER PLAN (FORD FB 1700; JONES J-1931) ITEM 1 2 3 4 5 6 7 SUITABLE FOR WET AND CORROSIVE LOCATIONS. INPUT/OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION OUTPUT INPUT ANA. DISC. POINT DESCRIPTION LOCATION X X UPSTREAM PRESSURE PIPE 1 PE. PIT-1 PRESSURE TRANSDUCER X X DOWN STREAM PRESSURE PIPE 1 PE PIT-2 PRESSURE TRANSDUCER X X SDG&E POWER FAIL RELAY-MT. ENCLOSURE WHEN POWER IS OUT X X VAULT INTRUSION 2S-1 HATCH SWITCH X X PRV VALVE NO: 1 POSITION 21-1 POS. TRANSMITTER X X PRV VALVE NO: 2 POSITION 21-1 POS. TRANSMITTER X X SINGLE POINT LEVEL DETECTION BELOW RITTAL ENCLOSURE FLOAT SWITCH/VAULT FLOOD 6' -o• VAULT FLOOR D: ._._, ... ;. F :{ GAUGE DETAIL NO SCALE CD TRANSDUCER/GAUGE DETAIL ED NO SCALE NOTE: TYPICAL FOR EXHAUST VENT ALSO. I SH~ET l CITY OF CARLSBAD [SH~ I ENGINEERING DEPARTMENT IMPROVE:MENT PIANS FOR: "AS BUILT" LA COSTA GREENS -N. 1.12 ~*·j•a, . ZODIAC STREET PR STATION PLANS PREPARED UNDER THE SUPERVISION OF: . 6-71:07 ~444:i, -,! 9/4__ LLOYD HUBBS DEXTER WILSON ENGINEERING, INC. RCE 4-\015 EXP. Q-~\-09 DATE , ~ 4-21-M: CITY ENGINEER RCE 23889 EXP. 12/Jl/05 DATE ~~ CONSULTING ENGINEERS ~BY~ ~">"l-07 'Rf-, lj\. AS-e>t1IL1 DWN BY: PROJECT NO. DRAWING NO. 0~ 3 -1/-ay 703 PALOMAR AIRPORT ROAD, SUITE 300 I :r J ,, -D ID~&:;2 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: .J lJI: CARLSBAD, CA 92009 (760) 438-4422 REVISION DESCRIPTION RVWD BY: JCP.. CT 02-21 406-48 ANDREW M. OVEN RCE 41015 DATE INS ECTOR' DATE ENGINEER OF WOR OTHER APPROVAL CITY /!PPRrNAL CS2\ \FS\DWG\681 025\E-1.0\YG 0J-11 -04 09 :54:60 ! : • I I C =E (JI G) 0 -a, -------------------- PART 1 -GENERAL ELECTRICAL 1.1 DESCRIPTION A. WORK INCLUDED: PROVIDE COMPLDE ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: 1. POWER/TEL PEDESTAL AND METER PEDESTAL FOR METERING FACILITIES, MAIN CIRCUIT BREAKER ETC.; 2. FEEDER SYSTEM, IN CONDUIT TO BRANCH CIRCUITS; l. BRANCH CIRCUIT WIRING, IN CONDUIT, FOR LIGHTING, RECEPTACLES, JUNCTION BOXES AND MOTORS; 4. HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH; 5. LIGHTING FIXTURES AND LAMPS; 6. WIRING SYSTEM, IN CONDUIT, FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS; 7. MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED; 8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEASE LINE; 9. OTHER ITEMS AND SERVICES REQUIRED TO COMPLETE THE SYSTEMS. 1.2 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILLA.R WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA7D). B. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. 1.3 SUBMITTALS A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AfTER THE CONTRACTOR HAS RECENED THE OWNER'S NOTICE TO PROCEED, SUBMIT SIX (6) COPIES OF: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; 3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE OWNER WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. B. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELNER TO THE OWNER TWO (2) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL: 1. COPY OF APPROVED RECORD DOCUMENTS FOR THIS PORTION OF THE WORK; 2. COPIES OF ALL CIRCUIT DIRECTORIES; 3. COPIES OF ALL WARRANTIES AND GUARANTIES; 4. CONTROL SCHEMATICS AND WRITTEN STEP-BY-STEP DESCRIPTION OF THE CONTROL FUNCTIONS. 1.4 WARRANTY A. PROVIDE 1 YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DATE OF COMMISSIONING. PART 2 -PRODUCTS 2.1 GENERAL WHERE UNDERWRITER'S LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE UL LABEL. A. TEMPORARY POWER: 1. THE CONTRACTOR, AT HIS OWN EXPENSE, WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED. 2.2 SERVICE ENTRANCE (METER PEDESTAL) A. PEDESTAL: MYERS 120/240 VAC ME-UG 125 WITH 100 AMP MAIN CIRCUIT BREAKER B. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) REQUIREMENTS. C. CONTROL CABINET: 30"Hx24"Wx12"0 RITTAL #AE1376 MOUNTED IN VAULT WITH UNIT STRUT. COORDINATE LOCATION WITH CMWD OPERATIONS. 2.3 GROUNDING SYSTEM A. GROUND ALL EQUIPMENT, INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS, AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO INDEPENDENT GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND CLAMPS MANUFACTURED BY BURNDY OR T&B AND APPROVED BY THE OWNER. 8. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR IF ISOLATION COUPLINGS HAVE BEEN USED. 1. LOCATE GROUND RODS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECENE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEAST 8' -0. 2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE NOT MORE THAN 5 OHMS RESISTANCE, ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL l. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION. 2.4 DISTRIBUTION SYSTEM A. IDENTIFICATION: ; 1. IDENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES, AND EQUIPMENT 2. PROVIDE PLASTIC LAMINATE NAMEPLATES, BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2• x 1 • HIGH NAMEPLATE. B. WIRING DEVICES: 1. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WIT THE THIRD POLE U-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM, UL APPROVED. C. ABOVE FLOOR RACEWAYS: 1. PROVIDE RIGID GALVANIZED STEEL CONDUIT {RCS) FOR ALL CONDUIT CONCEALED IN THE WALLS, ABOVE THE CEILINGS, OR IN FLOOR SLABS. 4. OUTLETS, JUNCTION BOXES, AND SWITCH BOXES: PROVIDE STANDARD ONE-PIECE UNITS, GALVANIZED OR CAST METAL, OF SHAPE AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION, OF SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. D. CONDUCTORS: 1, FOR LINE VOLTAGES, PROVIDE 600V INSULATED COPPER WIRE AND CABLE, NEC STANDARD, OF TYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS, WITH UL U\BEL, AGENCIES HAVING JURISDICTION. 2. WITH CONDUCTORS, PROVIDE INSUU\TING BUSHINGS OR INSUU\TING SLEEVES. l. FOR WIRE AND CABLE, PROVIDE XHHW OR THHN/THWN. A. IDENTIFY FEEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT. B. USE ONLY COPPER WIRES AND CABLES. 2.5 LIGHTING FIXTURES A. PROVIDE FIXTURES OF THE TYPES SHOWN ON THE DRAWINGS, COMPLETE WITH U\MPS AND MOUNTING HARDWARE. 2.6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNITS, OR EQUAL AS APPROVED IN ADVANCE BY THE OWNER OF THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND OTHERWISE REQUIRED FOR THE FACILITY, AND WITH THE FOLLOWING: 1. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-70. 2. INCLUDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED, WITH THERMAL OVERLOADS. 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. 5. EQUIPPED WITH OVERLOADS IN EACH UNDERGROUND LEG. 2. 7 TOP MOUNTED FLOAT LEVEL A. 4RK04 FLOAT SWITCH WIRED TO 11 OV RELAY (SINGLE POINT DETECTION). 2.8 ELECTRONIC PRESSURE TRANSMITTERS A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH CONTINUOUSLY ADJUSTABLE SPAN, ZERO AD DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS, SOLID STATE CIRCUITRY AND 4-20mA OUTPUTS. ACCURACY SHALL BE PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS wmED AND BODY MATERIALS SHALL BE 316 ss. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL BE 0-150 PSI DOWNSTREAM, 0-300 PSI UPSTREAM. VEGABAR 14, NO SUBSTITUTIONS. 2.9 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALU\TION, AS SELECTED BY THE CONTRACTOR SUflJECT TO THE APPROVAL OF THE OWNER. PART l -EXECUTION 3. 1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: 1. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK THIS SECTION. 2. COORDINATE THE INSTALU\TION Of ELECTRICAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT UNNECESSARY DEU\YS IN THE TOTAL WORK. 3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS Of STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. 8. DATA INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVELS, AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCTION AND THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD. C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE LOCATE AS DETERMINED IN THE FIELD BY THE OWNER. WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. D. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE SITE CONSTRUCTION. E. BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS HAVE BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY AS SHOWN ON THE DRAWINGS, EXCEPT AS OTHERWISE APPROVED IN ADVANCE BY THE OWNER. F. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. WHERE DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCTION AND THE WCRK OF OTHER TRADES, MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 3.3 INSTALLATION OF RACEWAYS AND FITTINGS A. WHERE CONDUIT IS INSTALLED, OR EXPOSED IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT. 1. SEAL JOINTS TO PREVENT ENTRANCE OF WATER. 2. PROVIDE GROUND WIRE OF PROPER SIZE. 3. USE NYLON (RATHER THAN STEEL) FISH TAPE. B. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTOR CONNECTIONS, OR WHERE SUBJECT TO VIBRATION. 3.4 INSTALU\TION OF POWER EQUIPMENT A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS. B. CONNECTIONS TO MISCELLANEOUS EQUIPMENT 1. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL POWER IS REQUIRED. 2. COORDINATE AS NECESSARY WITH OTHER TRADES AND SUPPLIERS TO VERIFY TYPES, NUMBERS, AND LOCATIONS OF EQUIPMENT. 3.5 INSTALLATION OF CONDUCTORS A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 20 AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLTAGE DROPS. B. THE NUMBER OF WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS. 1. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12 CONDUCTORS. 2. WHERE CONDUIT SIZE IS NOT SHOWN, INSTALL 3/ 4 • CONDUIT. 3. PROVIDE CODE SIZE CONDUIT FOR NUMBER AND SIZE WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE CONDUIT IS SHOWN ON THE DRAWINGS. C. USE IDENTIFIED (WHITE) NEUTRALS AND COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING. 1. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING. A. FOR WIRES SIZE 6 AWG AND SMALLER, PROVIDE "SCOTCH-LOCK" CONNECTORS. B. FOR WIRE SIZE 4 AWG AND LARGER, PROVIDE BURNDY "VERSITAPS" AND HEAVY DUTY CONNECTORS, OR T&B "I.OCK-TITE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLASTIC ELECTRICAL TAPE WHERE INSULATION IS REQUIRED. D. TAPE ALL JOINTS WITH RUBBER TAPE 1 1 /2 TIMES THE THICKNESS OF THE CONDUCTOR INSULATION, THEN COVER WITH THE FRICTION TAPE OR THE VINYL-PLASTIC ELECTRICAL TAPE SPECIFIED ABOVE. E. THE DRAWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS. CONTINUE ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTES WERE SHOWN COMPLETELY. 3.6 INSTALLATION OF POWER/TEL AND METER PEDESTALS A. INSTALL AS SHOWN ON THE DRAWINGS. B. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. C. INSTALL TELEMETRY COMPONENTS PER CMWD REQUIREMENTS. 3. 7 TESTING AND INSPECTOR A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN ADVANCE OF EACH OF THE FOLLOWING STAGES OF CONSTRUCTION: 1. IN THE UNDERGROUND CONDITION PRIOR TO PLACING CONCRETE FLOOR SLAB, WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN PLACE; 2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT COVERED; 3. AT COMPLETION OF THE WORK OF THIS SECTION. C. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO NOT COMPLY WITH 1HE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NONCOMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER. D. IN THE OWNER'S PRESENCE: 1. TEST ALL PARTS OF THE ELECTRICAL SYSTEM AND PROVE THAT ALL SUCH ITEMS PROVIDED UNDER THIS SECTION FUNCTION ELECTRICALLY IN THE REQUIRED MANNER. 2. IMMEDIATELY SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 3. ALSO, MEASURE VOLTAGES BETWEEN PHASES AND BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE 3.a PROJECT COMPLETION A. UPON COMPLETION OF THE WORK OF THIS SECTION, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREASE, OIL, AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED. B. THOROUGHLY INDOCTRINATE THE OWNER'S OPERATION AND MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS AND MAINTENANCE MANUAL REQUIRED TO BE SUBMITTED UNDER THESE SPECIFICATIONS. C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED FOREMAN AND CREW TO PERFORM SUCH ELECTRICAL WORK AS MAY BE REQUIRED BY THE OWNER. VOLTAGES TO THE OWNER. ----.--...... ------------...... ---.--...---.---------------------- "AS BUILT" ... t:l,lo/o~ 6-ll:-07 1-----+--+----------+---+---+--+---I rSHffi"'l CITY OF CARLSBAD I SH~E1'S I ~ ENGINEERING DEPARTMENT 1------+-------------+-----1---1----+-----1 IMPROVEMENT PLANS FOR: LA COSTA GREENS -N. 1.12 ZODIAC STREET PR STATION A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB, PROVIDE RIGID GALVANIZED STEEL CONDUIT. ~~;:s <'l Pl.ANS PREPARED UNDER THE SUPERVISION OF: ·sr ~~, ii No. 41 ~ DEXTER WILSON ENGINEERING, INC. RCE 41015 EXP. 3-31-09 DATE APPROVEi?'.'.". :~ /.7 / LLOYO HUBBS 4tl,@'dd!:,, ~ z:'l~ 4 ·'Z2 -04 1------+-------------+-----1---1----+-----1 CITY ENGINEER RCE 23889 EXP. 12/31/05 DATE 2. PVC CONDUIT (SCH 40) MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEALTITE TYPE OR EQUAL CS2\ \FS\DWG\6e1025\E-2.PWG OJ-11-04 09:55:J7 t..l~~i~_,,,z: d44,J a• J-t/-0',II ~ 0, cM.tl(IP'-"' ANDREW M. OVEN RCE 41015 DATE CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (76D) 438-4422 10·21:-07 AF_""'-t-1,"'1'"-A.-..,'"i-··..., nU"l'L"'T.-------t---t---t-----t-----1 ~~ h DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ;;ru; /J4Afi'd7 ENGINEER Of' WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PE- PROJECT NO. CT 02-21 DRAWING NO. 406-48 i---/ -,--~·~: 1J5\ooi .. 0 == (» G) 9. ,I::. <»0 cp ,I::. OJ