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HomeMy WebLinkAboutDWG 473-2; 5020; RANCHO CARLSBAD PRS (PRESSURE REDUCING STATION) AND METER REPLACEMENT; 01-09'I, I ---•·•--•••••---•-·"•--•a--•••~•-•••--•• -•-•-••--•~••----•--•.o • ' CONSTRUCTION PLANS FOR THE CITY OF OCEANSIDE HIGHWAY 78 RANCHO CARLSBAD PRESSURE REDUCING STATION AND METER REPLACEMENT PROJECT SITE L CITY OF VISTA .p CONTRACT NO. 50201 NTS ~ ~ ALGA ~o l CITY OF SAN MARCOS CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA PACIFIC OCEAN AVE CITY OF ENCINITAS VICINITY MAP NTS DECLARATION OF ENGINEER OF WORK I HERE5Y DECI.ARE 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 DEL MAR IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH CITY PROCEDURES ANO OTHER APPLICABLJ; POLICll:S ANO ORDINANCES. THE PLAN CH!cCK IS NQT A OETI;RMINATION OF THE Tt;CHNICAL APl::QUACY 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 AGREE TO INDEMNIFY AND SAVE THE CITY OF DEL MAR, 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. ROBERT WEBER C059312 ENGINEER LICENSE NO. _JJl!il~ll -DATt f· SHEET INDEX SHEET No. DRAWING No. DRAWING TITLE -------- 1 (3.1 TITLE SHEET, VICINITY MAP ANO LOCATION MAP ~- 2 G-2 LEGEND AND ABBREVIATIONS/NOTES - 3 C-1 EXISTING CONDITIONS/ DEMOLITION PLAN ANO STORM WATER PROTECTION PLAN --=---~ • -~;cc, -c---..c•_c-,, ••. ____ ,, --· -···---·-·-·-· -~ ·-·-··. --··-'· ·-----. --· . ---·-·--· ... -. .. ------.. BOARD OF DIRECTORS MA TT HALL -PRESIDENT ANN KULCHIN -BOARD MEMBER MARK PACKARD -BOARD MEMBER KEITH BLACKBURN -BOARD MEMBER FARRAH DOUGLAS· BOARD MEMBER LISA HILDABRAND EXECUTIVE MANAGER GLENNPRUIM UTILITIES DIRECTOR JANUARY 2012 RANCHO CARLSBAD MOBILE HOME PARK GOLF COURSE GOLF COURSE OFFICE ----J. SECURI OFFICE NTS LOCATION MAP NOTE: NTS CONTRACTOR MUST CHECK-IN WITH SECURITY OFF/CE PRIOR TO ENTERING THE JOB SITE OR BRINGING MATERIALS ON-SITE. 4 C-2 CIVIL SITE IMPROVEMENTS 5 C-3 H/GHLINING PLAN ----------:===:==:====-=--=--=--=--=-------------·-~~~~~-=-~~-=-------+-----_----____,--=-=: IT 11 CITtiiu?ifs o£~!&BAD 11 SHg j 6 M-1 FACILITY PLAN AND SECTION --.. .. ---.. ----·---- - - --·---------·-·-·-· -"" --. . --- 7 M-2 SECTION AND DETAILS 8 E-1 CARLSBAD MUNICIPAL WATER ELECTRICAL 9 E-2 PRESSURE REDUCING STATION NOTES ----CALL 811 AT LEAST iWO DAYS BEFORE YOU DIG UNDERGROUND SER'/ICE ALERT OF SOlffilERN CALIFORNIA 111-271 Danielson Street Poway, C olifornia 92064 T 858.413.2400 r 858.413.2440 w ww. iecorporatio n.com DATE INITIAL ENGINEER OF WORK ------------+----+---+----+---< MPROVEMENTP!AN FOR: DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL TITLE SHEEL VICINITY MAP AND LO(.,~ TION MAP RANCHO CARLS!l40 PRS AND METER REPI.ACEMENT OWN BY: IEC CHKD BY: PY RVWD BY: I DRAWING NO. : 473-2 ~-----~ PROJECT NO. 5020 05161? Vl 0 ':::T ~ rt> G) rt> .. rl" ,j ~ .i::,. 0 --.J ....... w ., \.0 I N j • ,j • _, • (J GENERAL NOTES 1. THIS Pl.AN SUPERSEDES ALL OTHER Pl.ANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF Pl.ANS. 2. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL Bf REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEf'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/TING THE POLICY MUST HAVE A RATING OF •A-•OR BETTER AND A SIZE CATEGORY OF Cl.ASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 3. NO WORK SHALL Bf COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 4. NO REVISIONS SHALL BE MADE TO THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE Pl.ANS AND TITLE SHEET. 5. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 6. A PRECQNSTRUCTION MEETING SHALL BE HELP AT THE SITE PRIOR IO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 7. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE PAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 9; TlfE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL Pl.AN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCHORTRENCHESORDURINGTHEPIPE INSTALLATION THEREIN. THIS Pl.AN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABUSHEQ BY THE CONSTRUCTION SAfEIY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE Pl.AN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THECONTRACTORS EXPENSE.A COPY OF THE OSHA EXCAVATION 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, ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 11. ALL 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. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {A LIST o, CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTl:R.J 12. ALL OFF-SITE HAUL ROUTES SHALL SE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAVS PRIOR TO BEGINNING Of WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION, 13. THE EXISTENCf ANO 1,.0CATION OF UTll,.ITYSTRUCTURESANOFACILITIES SHOWN ON THE CONSTRUCTION Pl.ANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCEOFOTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE Pl.ANS. 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 ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION Pl.ANS IF IT IS FOUNDTHATTHEACTUAL LOCATIONSARE IN CONFLICT WITH THE PROPOSED WORK. 15. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW, AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. CARLSBAD MUNICIPAL WATER DISTRICT UNDERGROUND SERVICE ALERT SDG&E AT&T DISTRIBUTION TIME WARNER CABLE LEVEL 3 COMMUNICATIONS NEXTG NETWORKS, INC. AT&T TRANSMISSION CITY OF CARLSBAO(STREETS ANO STORM DRAIN) KINDER MORGAN ENERGY (760)438-2722 (800)422-4133 (800)660-7343 (619)57 4-3661 (760)438-7741 (720)888-2639 (408)687-0800 (714)963-7964 (760)434-2980 (714)560-4744 WATER NOTES 1. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA NOTIFICATION ANO SHAI..I. ADHERE TO Al.L PROVISIONS OF THE STA Te" CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE AND MUST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. NO TREES SHALL SE REMOVED AS PART OF WORK • ANY EXCEPTIONS SHA!.!. REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. 6. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE10FEET. 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 ANO SANITARY SEWERS• PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH. 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 EXCEED4DEGREESTOTALDEFLECTIONPER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.O. FOR C900. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 6. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCTION SITE BMP MANUAL. BASIS OF BEARINGS AND COORDINATES THE BASIS OF BEARINGS FOR THIS PROJECT IS THE INVERSE OF THE CCS83, ZONE 6, 1991.35 EPOCH ADJUSTMENT PLANE COORDINATES OF THE FOLLOWING TWO CITY OF CARLSBAD SURVEY CONTROL POINTS FOUND PER RECORD OF SURVEY 17271: STATION CLSB-103: A 2" INCH IRON PIPE ANO BRASS DISK STAMPED "CLSB-103 L.S. 6215• FOUND . 7 FEET DEEP IN THE DIRT ABOUT 25 FEET NORTH AND 25 FEET EAST OF THE NORTHERLY ENO OF PAVEMENT OF RANCHO CARLSBAD DRIVE, 1400 FEET NORTH OF THE INTERSECTION WITH EL CAMINO REAL NORTHING= 1999868.89 EASTING• 6244150.51 STATION CLSB-105: A 2.5" BRASS DISK STAMPED "CLSB-105 L.S. 6215" SET IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE CANNON ROAD BRIDGE OVER AGUA HEDIONDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL, 13 FEET SOUTHWEST OF THE NORTHEASTERLY ENO OF THE BRIDGE WALL NORTHING= 1999466.12 EASTING• 6241021.96 I.E. NORTH 82°39'51"EAST 3154.37 FEET BENCHMARK THE ELEVATION BENCHMARK FOR THIS PROJECT IS RECORD OF SURVEY NO. 17271 STATION CLSB,103: A 2" INCH IRON PIPE AND BRASS DISK STAMPED "CLSB-103 L.S. 6215" FOUNO .7 FEET DEEP IN THE DIRT ABOUT 25 FEET NORTH ANO 25 FEET EAST OF THE NORTHERLY END OF PAVEMENT OF RANCHO CARLSBAD DRIVE, 1400 FEET NORTH OF THE INTfRSECTION WITH EL CAMINO REAL NGVD 29 ELEVATION= 59.60 FEET TO CONVERT TO THE NAVO 68 DATUM, ADD 2.17 FEET, (61.77FEET) ___ _.._,_. -----· -------···-· ··-----· -· ----.. - lj lnfr,g~tr.l!~t~r.~ 14271 Duri'elsun Slreel ?oway. C □liforni □ 92054 I 8~8.4 U.2400 f 8~8.41 j.2440 w ww. iecorporation .com LEGEND EXISTING EXIST CONTOUR EXIST EDGE OF PAVEMENT EXIST FINISH SURFACE (PROFILES! EXIST EASEMENT EXIST PROPERTY LINE EXIST ROW LINE ABANDONED VAULT EXIST BENCHMARK EXIST BUILDING I STRUCTURE EXIST AC PAVEMENT EXIST FUEL EXIST WATER EXIST SEWER EXIST SEWER FORCE MAIN EXIST GAS EXIST STORM DRAIN EJCIST DRAIN EXIST UNDERGROUND ELECTRIC EXIST CABLE TELEVISION EXIST FIBER OPTICS EXIST TRAFFIC SIGNAL EXIST ABANDONED PIPE EXIST FIRE HYDRANT EJCIST FIRE SERVICE EJCIST SANIT ARV 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 IMPROVEMENTS HORIZONTAL CONTROL POINT ALIGNMENT DATA PROPOSED WATER PIPELINE GRADING ELEVATION FINISHED GRADE (PROFILES) ABANDON/DEMOLISH/REMOVE SYMBOL ---------------120f--------- '\' '\' '\' --------- -----1/W----- ~ )8( CJ D ----FUCL ---- -----w----- -s- -FM - -----G----- ----SD -- ----D---- --------E--- .. .. ---fQ TS .. .. .. . . .. .. .. .. li ~ ® 0 IWI o---¢- IT! [El 0 tr [j] © n 0 (j) [U}] 18) -n SYMBOL rn ® 10~00 I 120 I I 1111111 ll1111111111111111111111 ABBREVIATIONS AODL ADDITIONAL LBS POI/NOS AV AIR VALVE LF LINEAL FEET ALTN ALTERNATE LG LONG OR LENGTH AWG AMERICAN WIRE GAUGE LT LEFT ANG ANGLE LWL LOW WATER LEVEL APPROX APPROXIMATE MS MACHINE BOLT ACP ASBESTOS CEMENT PIPE MH MANHOl.1! AC ASPHALTIC CONCRETE MFR MANUFACTIIRER @ AT MAK MAXIMUM eve BEGIN VERTICAL CURVE MECH MECHANICAL BTWN BETWEEN MJ MECHANICAi. JOINT BO BLOWOFF Ml MILE BOT BOTTOM MG MILLION GALLON BFV BUTTERFLY VALVI! MIN MINIMUM Cl CAST/RON N NORTH cs CATCH BASIN NC NORMAU.Y CLOSED CTR CENTER NTS NOTTO SCALE CTRD CENTERED NO. NUMBER ll CENTERLINE 00 ON CENTER CHKD CHECKERED OPNG OPENING CHL CHLORINATION OD OUTSIDE DIAMETER CL CLASS PKG PACKAGE CLR CLEAR PE PLAIN END CML&C CEMENT MORTAR LINED ANO COATED Pl. Pl.ATE CMWD CARLSBAD MUNICIPAi. WATER DISTRICT PT POINT COMB COMBINATION PVI POINT OF VERTICAL INFLECTION CONC CONCRET& PVC POl,YVINl'I. CHI-ORIDE COP CONCRETE CYLINDER PIPE P.S.I.G. POUNDS PER SQUARE INCH GAUGE ORSI CONCRETE REINFORCING STEEL INSTITIITE PRESS. PRESSURE CONN CONNECTION PRS PRESSURE REDUCING STATION CONT CONTINUOUS PRV PRESSURE REDUCING VALVE CMP CORRUGATED METAi. PIPE P/1.. PROPERTY LINI! CPLG COUPLING PS PUMP STATION CY CUBICYARO RAD RADIUS DIAG DIAGONAL REINF REINFORCE DIA DIAMETER RCP REINFORCED CONCRETE PIPE OWG DRAWING REQD REQUIRED DI DUCTILE IRON RG ROUGH GRADE DIMJ DUCTILE IRON MECHANICAi. JOINT RJ RESTRAINED JOINT DIP DUCTILE IRON PIPE RSVR RESERVOIR EA EACH R.O.W. RIGHTOFWAV EF EACH FACE RD ROAD EW EACH WAY RT RIGHT E EAST s SLOPE ECO ECCENTRIC SD STORM DRAIN EVC END VERTICAL CURVE SOG&l! SAN DIEGO GAS AND ELECTRIC CO. ELEC ELECTRICAL SCHED,SCH SCHEDULE EL, ELVE ELEVATION SH SHEET ENGE ENGINEER SLV SLEEVE EXP EXPANSION SP SERVICE POINT EXST EJClSTING SPEO SPEC/FICA TION FCF fl.OW CONTROL FACILITY $Q SQUARE FG FINISHED GRADE ss STAINLESS STEEL FS FINISHED SURFACE STD STANDARD FLG FLANGE STA STATION FLEX FLEXIBLE STI. STEEL FL FLOW LINE SPRTS SUPPORTS FT FOCYTORFEET TSM TEMPORARY BENCH MARK GA GAGI! THK THICK GPM GALLONS PER MINUTE TC TOP OF CURS GALV GALVANIZE TICONC TOP OF CONCRETE ELEVATION GALVS GALVANIZED STEEL T/WALL TOP OF WALi. ELEVATION HWL HIGH WATER LEVEL TYP TYPICAi.. HORIZ HORIZONTAL U.N. UNLESS NOTED HYD HYDRANT USC&GS U.S. COAST AND GEODETIC SURVEY HGL HYDRAULIC GRADE LINE VC VERTICAL CURVE IE INVERT ELEVATION VTR VENT THROUGH ROOF IN INCH OR INCHES VERT VERTICAL ID INSIDE DIAMETER WAS WATER AGENCIES STANDARDS IPS IRON PIPE SIZE WI. WATER LEVEL INVT INVERT ws WELOEDSTEa IE INVERT ELEVATION WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH WI WITH WO WORK ORDER 1------------,-, __ ,-,:_-:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--++-_-_-_-++-_-_--;-+f----_--++-----~ CT 11 CIT~nu~fs D£~~BAD 11 sHgETS J 1-------+--+------------------;---+---+---+---1 vMt'ROV£MENTPt.AN FOR: I----+--+----------- LEGENDANDABBREV~TTONS AND NOTES RANCHO CARLSBAD PRS AND METER REPLACEMENT I----+--+-------,' ----------+----+--+-----+----<:==================~ APPROVED -~~ .. -~,i-12 DISTRICT ENGINEER PE~ EXPIRES03·J/d4 DATE DWN BY: BP I PROJECT NO. I DRAWING NO. ~~g ~I _ _D',I_ . so20 . 473-2 I/\. A9· 8ll/LT J0////1. I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAIT INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' 11 051612 I ji ii :i !I ii " ii 'I !1 :1 " Vl 0 ';j ~ (1) G) (1) rl- N ~ I 0 -..J ....., w .. \!) I iJ N .J ( ·~ i -., - '~ I 4.00' I I~ -1- EXIST BACKFLOW Q PREVENTER ,sec (PROTECT IN PLACE) _ _____/ Q LIMITS Of , _ ,, IJ :r' -,' · CONSTRUCTION ' ___ -Jlf1Jl1,'J1}-" DISTURBANf:?j-[Ji;J°JJ,iJl INST~~b§ILT FENCE-~ ----'mstsIOCK WALL .• gvfJmffL PROTECT IN PLACE __ _/ '"----~,f-----v-./----" jjIIfiJlJ ,_i: , i'.'J1l,1.0-1l ABANDONED -Cil31'ff-a• ACP WATER-----1 E •----,... -,,..=.._---,y.~ -II--11---- ___ E_-_s::;(J -7 ,- FO -------fO -- EXIST METER l=======PEOES~A,~L===='===1'======== -,.--11- FM - --- EXIST36• DIP WATER~ ---f INSTALL CORRUGATED STEEL PANEL FOR CONSTRUCTION INGRESS/EGRESS ( SEE PHOTO ON THE LEFT) ,.... ______ ..,__Pl'A N,_, 1--!,";", INGRESS/EGRESS FOR CONSTRUCTION TRAFFIC INS SAND , BA UPS AND NSTR ATC PROTECT! PLACE EXIS CURB AN WALLS T'Cl_ 10.00' 0 ~ RE OVE EXIST GROUND COVER LANDSCAPING AS REQUIRED FOR ACCES PROTECT IN PLACE(TYP) EXisTa· CML&C STL WATER~-t--1--~ C) 11---11-W II• I I I I I I I I I I I I I I I I ----w --------------"' - ' -----w ----------w -----------w---------------w----------w ----------- -, u, I u, fl I I VJ I I I I I I I I I ' 3' I I I I I I I -1 I I I I I I I I I I -• •• ••• ••••• •-•• ••--•• T". •T••--••••••• -•• •• • •- Ill Inf r.g~tr.lJ~t~ r.~ 14211 Danielson S'.rccl Poway, California 92064 T 858.413,2L00 F 858,413.2440 www.iecorporation.com SCALE: 1 •=1 O' / -FM - I //5·Sll/LT DAT£ INITIAL ENGINEER Of WORK REVISION DESCRIPTION DEMOLITION NOTES: (D EXIST PRS ANO METER VAULTS TO Bf REMOVED @ EXIST SAMPLE STATION TO BE REMOVED @ EXIST CONCRETE DRAIN eox TO BE REMOVED, EXIST DRAIN LINE TO BE REMOVED WHERE NECESSARY ANO ABANDONED IN PLACE @ PORTION Of EXIST a• CML&C WATER TO BE REMOVED NOTES: 1. ABANDONMENT OR DEMOLITION SHALL BE IN ACCORDANCE AS SHOWN ONTHISDWG. 2. EXISTING METERS ANO EXISTING REGULATORS SHALL BE SALVAGED ANO DfLIV£REO TO THE DISTRICT, ALL MATERIALS R£MOVEO FROM THI: SITE SHALL BE TRANSPORTED ANO DISPOSED Of BY THE CONTRACTOR Off-SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS 3. All FACILITIES NOT SHOWN FOR ABANDONMENT OR DEMOLITION SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. ALL EQUIPMENT I FACILITIES SPECIFIED TO BE DEMOLISHED/ ABANDONED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS EQUIPMENT I FACILITIES ARE SPECIFICALLY NOTED TO BE SALVAGED BY THE CONTRACTOR. 4. DIMENSIONS & LOCATIONS PROVIDED ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION & NOTIFY ENGINEER FOR DESIGN REVISION IF NECESSARY. 5. STORM WATER BMP'S ARE DEPICTED FOR GENERAL GUIDANCE ONLY; CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL STORM WATER PROTECTION MEASURES ANO THEIR ADEQUACY. DATE INITIAL OTHER APPROVAL CITY APPROVAL 0516/Z • i -i I ! --<<'~ .. ~~,-,!' ______; ~' 11.-',,"" EXIST SACKFLOW PREVENTER N 1998718.23 E 8243427.41 IE 55.50 0 (PROTECT IN PLACE)--'' 0 i'I I k, I I El Q ~--CORE DRILL FOR NEW DRAIN ANO SEAL I I ) /ST 12' WIDE SOG&E' I ESMNTPER I ~oc No. 214035 1 / 1· I I Fl I , I -G I I I I ~"c-.-/"~-"',, \ I 0 0 I I~ I /I, , 1 111 111· ,n * G ~7i1 I 1/ '111) l G ---if--1/1 0 I\· O I /I ~ ' I , jll: [ ~ I I I I I I I "' 9" I O I ~1 I 2'11' I I I I' l {' 9 _,__.,,-,1 I I ~ I I I', ' I :I/ '-'< u, / / _/ '!I ii" I ; ji [ :3 1 1 1 -, 1 1~1, ,: , 1 i I I 1 , j ' 111. i .. ' u~ 1 I , r , , jl Ii ,1 I ; I /1 i . ·, , T I I I I , q ,, 11 ·ill JJ 1 ! 1 ~; 1l a l 1 I I I I Sc I I • ----~----,/ jr1 / / ii /' I/' Z 1 / I ',, -,,, I/ J, I ,I,' I ~ I "1 I 81 ' I I 7 I I I I I I I -, ·' EXIST BACKFLOW PREVENTER ~~+--1- 5.00' i ! 8 : .: 1 ·-, ,, -:: . . · I · .. . ; ' . . . Rt:LOCA!EO PER C.0.#f ~ ai ' _j--____,,,,___,.,, ir'-J-1 7'•0 6 I PRS FACILITY (SEE DWG M-1) ~ 1.00' 1.00' ' ,,,- i ! FIN/SHEO GRADE E._ 61.2:t 4.00' MIN --------- 9 1-s• 5 • "l ~ 5! - N ~ 0 z =-.-3- 8 4 I '/,, 'I u, I I ~// I I I i ! " , !-, 1 1 I! nEX/STs· EX/ST 8" L-i-----:7, ,,,(' I I /! -I -i : ,' 1/ 11 I I ACP WATER .,,,,,,,,.,,.''"' ,,.''·' '--+-=--_ .. ,~t"f.Zf[J,O,~,.,~l;,1'-L CLM&CWATER ''/ ,7/ i ',,/! ! ! 10!~,L, ~<._:;,,~ "' ii" '-_,,_/I ., ' V/V,,,'<C/1 ' 1'· I ///1~---/-·-I DETAIL 1 SCALE:NTS C-2 ,,;1iij·;,''-EXISTSDG&E -.lJOTTOMOEBLOCk-C:: __ ..--11--• +---=rb- ' , ''"' TRANSFORMER--WAt.l. ~; • -J' "r{ 1----<'ci 11J • I 11-,.... ,,_ --// /I / i / / I ' ,/ - ABANDONE~... _ ~ ,,, ... -• . .. --, / __ / r __ I , I II , ;;;-=-:===---'-;/ 1 ,,__,,._,,____ 8"ACPWAT~.£_ _,-,,_. ,--1 \,--11 _,-- ff,2-o~E ~~-"'"=-::::-=~-fE ~r~•~-~E ~-~•~'-~--~-~~--~;gff§-~-,~-~= -==-=-;r= ~E.=._--S:::;"E.S:::_:--_ =-~----:--::-_--:__ -R/W .p;=.=:::__E~;;_;;~~f~~;';;~-...!.'£3'+f 'J / co ---cAF~ ---~ o-·-· ---.ATVFc ,_ =.==_ ,,:,··gc __ -v-_=_"'--=::= ___ = ... :'!_ .:::_..:.:u:.:.:,Tu~---;;c-" -----: FO -_-, I , / ----c.L ;/'' 1' --Fo -----,,; (') -·~ EXIS1"16"--A-------. -j ==··--====-=-:=--':-.-,cc-:;--:-~---=--"-"= .. --r -. . -/ DIPWATER::.rir -I ·o .... = ,,, -o.. ==~~===:1:'·F.01:;_···:C::-· ====='7.-1.il' -=---'--, L:-=fO ~'---'-·~·'--'~-;:,c;o,, ,:--_ -. =~;,,..:_:=:_'r'flO _ _FC!_ ==-_____ ~-~ -r·o ro ---+ _I ---------FC· =----,0 -1---- ---FO ------ ---CATV--= ----CATV -= CATV EL CAMIN REAL ' IM -IM ---l'M --FM -- -------' ----------I -- EX/ST 10" FUEL LINE--., __ - ----- 1------:;: __ ---FU[\ - COORDINATE TABLE - NO NORllflNG EASTING DESCRIPTION 10 1998701.07 8243430.58 PRSVAULT 11 1998698.53 8243444.33 PRSVAULT ' ' -------' _,,__.-.. - ' ----~--', ' --ht-" 7J_,,_. ' ' 'IP-u-'11-NI "-< ' ' ..,_,,_.... ----,-0 " ~ ,,__.. N---H----.ff,, , IM' ,--~ ' ' u --------~----fO :\ /):_ ' ' ' -- ', COORDINATE TABLE --·• ------·--. -__ , -~--. __ , _____ -----~ •·'• -····" ------____ , ---,,,_, -NO NORllflNG EASTING DESCRIPTION -14 1996702,« 6243429,61 CONC MOW STRIP 15 1998708.14 6243431.48 CONC MOW STRIP 18 1998705.01 6243440.98 CONC MOW STRIP 17 1998699,31 6243439, 11 CONC MOW STRIP 18 1998698.99 6243439.75 CONC MOW STRIP 19 1998695.12 6243445.44 CONC MOW STRIP " I i - --·---- -~= I fl) 0, I I I ' I <I') =rn -- ' UEL- -···-W 1/7 COORDINATE TABLE 1 EX/ST 16" HIGH PRESSURI! FUELL/NI!~ >---tUcL ---"~--= ------L 12 1998668,94 8243441.83 PRSVAULT 20 1998691.29 6243437.87 CONC MOW STRIP I N 0 NORTHING EASTING DESCRIPTION ---- ------------ / NOTES: ~~ COATINGASSPEC/FIEO ~-LINING AS SPECIFIED 2" MAX TYP 2''X4"X12 GA WWM FIELD APPL/ED CEMENT MORTAR AS SPECIF/EC /' -_. _· -,._.· -, t..__:_:_ •-•· • ✓ MIN TYP PLATE SAME THICKNESS AS STEEL SHELL 1. t • STEEL PIPE THICKNESS. 2, THIS IS REQUIRED ON PIPE SMALLER THAN 24" DIA OR AS NEEDED. BUTT STRAP JOINT SCALE:NTS 13 1998693,47 CHIP MORTAR AS REQUIRED FOR WELO/NG THE SUTT STRAP 8243428,08 1" .. ' . ' • ' ' . • • ' NOTES: PRSVAULT - i t WELD < . ' ' . ' ' . // // // . ' J' • 4 • ~ . • ' 2-1/2" /ELD APPL/EA--_./ CEMENT MORTAR . .. , • I 21 • . •• 1998689.42 6243443.57 -- TYP, SEE NOTE 1 . . . . ' . ' . . ' ' / • ' " t WELD TYP (FORP/PES 24"AND GREATER) 1. t SHALL BE STEEL PIPE THICKNESS MINIMUM ANO SHALL BE ACCOMPLISHED BY A MINIMUM OF THREE PASSES. LAP-WELD SLIP JOINT 3 SCALE: NTS C-2 CONC MOW STRIP "' 2 2 1998687.75 8243451.82 PIPING - -- I NOTES: 1. DIMENSIONS & LOCATIONS PROVIDED ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY PR/OR TO CONSTRUCT/ON & NOTIFY ENGINEER FOR DESIGN REVISION /F NECESSARY. 2. CONTRACTOR SHALL POTHOLE AND LOCATE HORIZONTAL ANO VERTICAL LOCATION, SEARING, AND INCL/NAT/ON OF EXIST PIPE PRIOR TO FABRICATING MATERIALS AND SUFFICIENTLY AHEAD OF SCHEDULE TO ALOW AMPLE TIME FOR DESIGN REVIS/ON IF NECESSARY. 3. Al.I. CMl.&C STff;L PIP!: (fF1/4") 4. CONTRACTOR SHALL REPAIR ALL DAMAGED OR REMOVED IRRIGATION DUE TO CONSTRUCT/ON ACTIVITIES.- 5. CONTRACTOR SHALL RESTORE ALL LANDSCAPING IN KIND, 14271 Danielson S',reet Poway, Californ:a 92064 T 858.41.'l 7400 F 858.413,2440 www.iecor-poration.com nss 1 J ffer C0!J9j12 , 6-30-1 C I I.. CONSTRUCTION NOTES: CD ® @ @ @ (j) @ ® @ '~ INSTALL PRS FACILITY SEE DWG M-1 8" CML&C sn PIPE CONNE(?T TO EX/STING PER DETAIL @ 4• SCH 80 PVC DRAIN LINE a· FLGD JC PLAIN ENO CML&C sn SPOOl 8" PLAIN ENO JC PLAIN ENO 90° CML&C STL ELBOW INSTALL TYPE-A CONCRETE MOW STRIP PER SDRSD L-3 8" PLAIN ENO JC PLAIN ENO CML&C STL SPOOL SUTTSTRAP CONNECT/ON TO EX/ST CML&C sn PIPE PER DETAIL@ THE ELECTRICAL SERVICE LINE, .4S SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL DETERM/NI! THE BEST ALIGNMENT THAT AVOIDS THE EX/STINO TREES ANO SIGNIFICANT LANDSCAPE FEATURES. THE CONTRACTOR SHALL INSTALL THE NEW 2-lNCH CONDUIT ANO ELECTRICAL SERVICE LINE AND SHALL BACKFILL THE TRENCH WITH 2-sACK CEMENT SANO SLURRY, MINIMUM COVER SHALL BE 'l4. 314" ROUND ROCK UNDERLAYMENT SHALL BE NON-WOVEN FILTER FABRIC, SUBMITTAL REQUIRED 2" AIR VACUUM I AIR RELEASE VALVE ASSEMBLY PER CARLSBAD STANOARO ORAWINO W-7 INSTALL ARMORCAST BOX NO, 37 WELD PLUG ~---FIELD APPLIED CEMENT MORTAR AS SPECIF/ED THE CONTRACTOR SHALL DE-ENERGIZE THE EXIST/NG CITY -OWNEO METER AND PROCURE AND INSTALL A DUAL METER PER SOG&E SERVICE STANDARDS AND GUIOE OWG 692. THE CONTRACTOR SHALL UPSIZE THE EXIST/NG CONDUIT THAT RUNS FROM SDG&E'S TRANSFORMER TO THE NEW DUAL METER FROM A 2• INCH CONOUIT TO A 3-/NCH CONDUIT. CONTRACTOR SHALL COORDINATE WITH SOG&E PRIOR TO CONSTRUCT/ON. STANDBY ANO INSPECT/ON ARE REQUIRED SY SDG&E FOR THIS WORK. TO COUPLING ENT/RE LENGTH -~ ~-= 2"JC4"JC12GAWWM A~-:-~-ccJ'-c------,i---,1::----6" HEAVY STEEL TYP t / _._____________ .... NOTES: 1. ta STEEL PIPE THICKNESS • 2, THIS IS REQUIRED ON PIPE SMALi.ER THAN 24" DIA OR AS NEEDED. TYPICAL HANOHOLE SCALE:NTS COIJPLING ANO STEEL PLUG 2• JC 4• JC 12 GA WWM SHEETS , 9 I ---+---+-----i w CIT~TIL2Fs D£!~~~ BAD --..... ~----+---+---:=;::::;:='..:::::=============~:::.=== ++--1---------------+---+---+--+----, MPROVSIENTPIAN FOR: CIVIL SITE IMPROVEMENTS RANCHO CARLSBAD PRS AND METER REPI.ACEMENT DATE INITIAL ENGINEER OF WORK 1 .4S·/3U/LT REVISION DESCRIPTION DATE INITIAL INITIAL +---~--l OTHER APPROVAL Cl1Y APPROVAL APPROVED ~ -4/~ pn"*-. Ol..·1~1'2. DISTRICT ENGINEER PE 2.l!J/7" EXPIRES 3/-.l'f DATE : OWN BY: ___ .Be__ I PROJECT NO, J DRAWING NO, CHKD BY: -ID(__ 5020 473 2 • RVWD BY: '--=-==-" ; 051612 Vl CJ :::::r :E <D <D G) ,... ~ ~ a ._,,, I~ w IJ) I N c( ~ ~ I !2 ~ () ''. ,. ,, ,;' C ,. •·; '" ,_. ~•-.' Ii:.• . ' , .. ..... ~ ;_> . ' .• " t .. ·•_"i· _,,, ..... 1.'<' ,. •, \ . -""~ ' ' " ' l I'•, • • 14271 Danielson Scree\ Poway, Colifor1io 92064 f 858.413.2400 F 858.413.,440 www.iecorpor □lion.com t:&t~~:~;:--·---~ ,. •-::.:<·';;,,.:,,, ·. "-' ~-! ,· ,,:· ' ,, . ' 1-.~ t. . ' ,-:.--.,:·;~ ·-. \""i/~~~:;,': ' -.-~' _:_..,,...-:"._, - .... e .\ HIGHLINE NOTES: (D @ ® (l) HIGH LINE SHALL BE GREATER THAN OR EQUAL TO 4• 1N DIAMETER THE LINE SHALL ALSO BE CONNECTED OIRECn Y TO 4• PORTS ON BOTH THE SOURCE ANO PRIVATE HYDRANTS, HIGH t.JN& SHAt.t. RUN UP AND OVER TOP OF A WALL +/• 6' TALL, PROVIDE AIR VALVE IF NECESSARY. THE POINT OF CONNECTION AT THE PRIVATE HYDRANT SHALL CONTAIN A 4• RP TYPE BACKFLOW PROVIDED AND TESTED BY THE CONTRACTOR. C41/IJIO TtJ p,t>()V/OF Ptf'E.S.Sl/ft'E li'EIJt/C/11(}~ .. V.4Lv'E ,1 .SET ?RES.St/RE. CONTRACTOR SHALL SE FULLY RESPONSIBLE FOR THE HIGHLINE ACTIVITIES, AT MINIMVM, THE PIPELINE MATERIAL SHALL SE LEAK-FREE ANO DURABLE TO AVOID DAMAGE AND BREAKS. PIPELINE MATERIAL SHALL SE ALUMINUM, HOPE, OR OTHER CITY APPROVED MATERIAL • HIGHLIN& SHALL BE INSTALLED ABOVE GROUND. CONTRACTOR SHALL PROV/OE SPEED SUMP STYLE INSTALLATION AT PEDESTRIAN AND VEHICULAR CROSSING TO AVOID TRIPPING HAZARD AND PROTECT THE PIPE. DISINFECTED ANO TESTED PER AWWA STANDARD REQUIREMENT #-"/i'P8.QCKFt0W DEVICE IINIJ Z'-9' FIRE 1/YORANT IIOAPTERS P/rOVIOEO 70 CITY Ill' COMPleT/ONaE 11/GJ./l/Ne 1'£/lC. 0.-/1 I. I l----+---+----------+----+--+----1---l I SHE5.f:T I CITY OF CARLSBAD I SHE9US I UTILITIES DEPARTMENT :;;:IM;;;PIW~VEMENT~,:;:;Pf.AN;:;;::;;FO;;R;~· ==========-.':==~ HIGHLINING PLAN RANCHO CARLSBAD PRS AND METER REF't.ACEMENT 1------+---+,__,___,A-'-'S:..._·::-.B-=U_,,tLc..c.T ----------+--+--,-----F1"+11 ~ DATE INITIAL DATE INITIAL INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL OWN BY: BP PROJECT NO. CHKD BY: PY 5020 RVWD BY: DRAWING NO. 473-2 051612 a l' 7. V1 0 ':T ~ (1) G) (1) rl' u, .t::, 9--.J w .. I.O I 'J N '.1 :j ~ .. ,J • ," !! 1) I . MATERIALS LIST: (STEEL PIPE THICKNESS t = i"J Q) a· X a· X 4• FABRICATED CML&C STEEL REDUCING TEE ® a· X 6· CML&C STEEL PIPE CONCENTRIC REDUCER @ 6" 150 LS STEEL SLIP-ON FLANGE, WELD TO PIPE (SHIP LOOSEJ @ 6" 125 LS FLANGED GATE VALVE WI NON-RISING STEM ANO HANDWHEEL @ 6" 150 LB FLG X RING END CML&PAINTED STEEL PIPE SPOOL, LENGTH AS NEEOEO @ 6" VICTAULIC COUPLING (D 6• X 4" 150 LB FABRICATED CML& PAINTED STEEL ECCENTRIC REDUCER @ 4" 150 LB FLO X RING END CML&PAINTED STEEL PIP& SPOOL, LENGTH AS NEEDED @ 4• 125 LB FLANGED SENSUS OMNI FLOW METERT-2 MODEL @ 6" CML&C STEEL PIPE @ a• 125 LB FLANGED PRESSURE REDUCING VALVE, CLA-VAL 900-01, BCSKCY C.I. BODY, SS TRIM, EPOXY COATED INTERIOR, ANO EXTERIOR, X101 INDICATOR @ STEEL PLATE WALL COLLAR, PIPE 00 + 3• WELDED ON BOTH SIDES @ 4• CML&C STEEL PIPE ~ 4• LR CML&C 90° STEEL ELBOW @ 4• 150 LB STEEL SLIP-ON FLANGE, WELD TO PIPE (SHIP LOOSE) @) 4• 125 LB FLANGED GATE VALVE WI NON-RISING STEM AND HANDWHEEL @ NOTUSED @ 4• VICTAULIC COUPLING @ DAYTON HIGH TEMP INTAKE BLOWER, 310 CFM, 115V WI AUTO RESET, GRANGER MODEL N0.1TDDV4 @ 4• 12/S LB FLANGED PRESSURE REDUCING VALVE, CLA-VAL CLA-VAL 90G-01, BCSKCY C.I. BODY, SS TRIM, EPOXY COATED INTERIOR, AND EXTERIOR, X101 INDICATOR @ 4" 150 LB FLGD CML& PAINTED STEEL PIPE SPOOL @ 3" 125 LB FLANGED PRESSURE RELIEF VALVE, Cl.A-VAL 50A-01, BCSKCY C.I. BODY, SS TRIM, EPOXY COATED INTERIOR, X101 INDICATOR (20-200 PSI RANGE) @ 3• VICTAULIC COUPLING - @ EXTEND CEMENT MOTAR COATING INSJDE VAULT WALL TO THE FIRST FLANGE @ 3" RING END X PLAIN END CML&PA}NTED STEEL PIPE SPOOL, LENGTH AS NEEDED @ 4" X 4" X 3" 150 LB FLO X RING ENd CML&PAINTED STEEL PIPE FABRICATED TEE @ 3" 125 LB FLANGED GATE VALVE WI NON-RISING STEM ANO HANOWHEEL @ SUMP PUMP 'LITTLE GIANT'¼ HP AUTOMA TIO, CAT# 506909 GRANGER# 3P639A @ ADJUSTABLE PIPE SUPPORTS PER DETAIL@ @ WALL PIPE BRACKET PER DETAIL@ 14 13,,-...., 2 #4@12" O.CEACHWAY TYP @ PIPE HANGER PER DETAIL~ @ PRESSURE GAUGE, ANO P~SURE TRANSDUCER WITH FLUSH PORT PER OETAIC ~ RS ON 6N .tl/Yli' (llftY) @ 1• 3,000 LB FORGED STEEL COUPLINGS, WELD TO PIPE -F'ER/fF[# z-.----~-.---- e ~ ~ ' @ NOTUSEO @ NOTUSEO @ NOTUSEO @ NOTUSEO 13 1i 10 . -• I t ., I t ' "' ,t I• • • I i I • ,t I • -I ., r ,t 1. • I @ • ~ • 4 • 28 ? 6 5 ' 01 @) 5 21 8 32 58 0 1 49 D 6 8" 1'--0" ' 9 N 4 • • -. 24 • 5 q - , .:'.]'q 4 . .i. •. 1-----l.+-¼-,-'-,.-c'---·~----~--1--· ---''\,'----"-. -+-~-------~· 4-+---l 1'-0" 9" TYP TYP .L 50 CEILING MOUNT 0 OVER PIPELINE PLAN SCALE: 1/2"•1'·0" 46 12· TYP @) NOTUSED @ WALL SLEEVES PER DETAIL~ ---------------1---11----1-t+------+--------------I ' @ 6• STEEL INTAKE AND EXHA~ENT CAP, ALHAMBRA FOUNDRY MODEL NO. A-2163 (GALVANIZED) @ WALL MOUNTED ACCESS LADDER WI LADDER-UP DEVICE @ 1-112• SCH 80 PVC PIPE ANO FITTINGS WI PVC BALL CHECK VALVE ANO COMPRESSION FITTING ~ 3" CML& PAINTED ABOVE GROUND, MORTAR COATED BELOW GROUND (t= 114") @ 3" 90° ELBOW CML& PAINTED ABOVE GROUND, MORTAR COATED BELOW GROUND (RELIEF DISCH) @ 3' SQ BILCO ACCESS HATCH TYPE-J-4AL RUN HATCH DRAIN TUBE TO DAYLIGHT @ 3'-0" DIA PRECAST CONCRETE MANHOLE @) 3' DIA CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FOUNDRY MODEL NO. A-1558-38 @ PRE-CAST CONCRETE VAULT (PARKWAY LOADING) INCLUDING P.C.C. THRUST COLLAR WALLS, WATER PROOF EXTERIOR, COATING TO BE APPLIED TO ALL OUTSIDE WALLS, TOP AND BOTTOM @) 4' FLUORSCENT FIXTURE· LITHONIA CAT# DMW-232-MVOL T-GEB101 S-WLF TO BE CEILING MOUNTED OVER PIPE @ 6• SCH 80 PVC VENT PIPE WI CAP, TYPE A-2150 (DRILLED HOLES) @ 6" SCH 80 PVC 90° ELBOW 0 6" PVC X STEEL ADAPTER 0 6" SCH 40 GALVANIZED STEEL PIPE, PRIME ANO PAINT ABOVE GROUND @ CONCRETE ENCASE VENT PIPES @ 6" STEEL INTAKE ANO EXHAUST AIR VENT CAPS, ALHAMBRA FOUNDRY MODEL NO. A-2163 GALVANIZED @ ARMOR CAST SOX NO. 37 @ ANTENNA BASE 43,,__ _ _, ► ' I • 4 3 $.--5 "· N .... --I 1 I~ I I I I I •1 ~ I L ----, _J " ------ • q q 33 4 • ffi 11 7 = = 33 21 21 r,; ,_z,l • .... 5 1'-0" \_ 11-1-111--'"' , --------,._ c, ----•-··-----·--·- SECTION (9 SCALE; 1/2"•1'·0" ---.. --------· --. ' -· -. --"'•" .,_ ·-· --.. --· l1 lnfr.g$.\r.t1~t~r~ H271 Danielson Street Poway, Colifornio 92064 T 658.413.24-00 F 858.413.2440 www. iecorporat]on .com ' I • - 4<1 4 3'-0" 13 I t 14 I I • I r 10 I • I @) ' 4 .. ~ I r • a. I • 01 l J 49 I, 42 ~ .• .., -------------- 10 -+--:-I • '? i Q. ' ,·r 9 co I ' 3) ~ ~ ' Cl) --- r I 9 ~ ~ co ...... • ~ , N GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 2. ALL MATERIALS SHALL se AS SHOWN OR OISTRICT APPROVED EQUALS. 3. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS ANO GASKETS SHALL SE MADE AS NECESSARY BY FABRICATOR • CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING ANO VAULTS PRIOR TO FABRICATION. 4. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. 5. VAULT FLOOR SLAB, WALL, TOP SECTION, 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 PRE-CAST TYPE DESIGN WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT BY THE CONTRACTOR FOR APPROVAL. 6. ALL INTERIOR PIPING, VALVES, ANO FITTINGS SHALL BE SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS, FRAZEE DUNES TAN COLOR. 7. ALL STEEL PIPE SHALL BE CEMENT MORTAR LINED ANO COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. 8. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. 9, ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 10. CLOSE ALL PIPE CHASES IN VAULT WALL WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOOTH AND EVEN PER SECTION B-13 'SURFACE FINISHES' OF THE DISTRICT STANDARDS. I SHE6ET I CITY OF CARLSBAD I SHEETS9 I 1----+---t--------------,------t------i----i----1 UTILITIES DEPARTMENT l----+---t--------------t-----t------i----i----1 1------+----t--------------t------t--------~--+--- 1------+----t-------------------- I----+---+~-=---...-=----------,------------~ -i----:-,r.:.CTT 1--~-t---cc=c-+'--'t ._,l/=S~-/3=U~IL~1------------+----c-c=--+----_ LIJ I)_ DATE INITIAL DATE INITIAL D INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1!0VEMENT PIAN FOR: FACILl1Y PLAN AND SECTION RANCHO CARLSBAD PRS AND METER REPIACEMENT APP'10VED __, .,.t(,la½,a, ,i, ~tr".P• OJ,[t,{t, DISTRICT ENGINEER PE 2 EXPIRES O • • DATE DWN BY: PROJECT NO. I DRAWING NO. ~g ~~ : 5020 _ 473-2 051612 -, _, C z V') 0 -::::r ~ (]) G) (]) rl' O'l .t:, 0 -..J -w -. \.D I tJ "' '.l J ) -~ -~ ,, • ,_·1! «} I '° 58 FINISHED SURFACE 4 29 2'-0" FLGP WI 1/16" STAIN!-ESS ---lj_J_______/ STEEL SCREEN ~ 4 t-------f44 I , ,.. 29 I ~ - "' _ I I I I • L l'nl=.f_ J • -'-'-~--+---------_L 28 SECTION SCALE: 1/2" • 1'-0" ~-CONTRACTOR SHALL DETERMINE TYPE OF SUPPORT REQUIRED AT CEILING OF BUILDING ROOF OR SLAB, ANO SUBMIT FOR DISTRICrs APPROVAL ~-ADJUSTABLE STEEL RING HANGER, WHEN USING PVC OR FIBERGLASS (FRP) PIPE PROVIDE STEEL SHIELD AROUND PIPE AT HANGER WI 2• WIDE STRIP OF RUBBER FABRIC GRINNELL, TOLCO OR EQUAL PIPE HANGER NTS I '° -4' DRAIN LINE SEE DWG C-2 FILL WITH GRAVEL AS SHOWN MATERIALS LIST: (SEE DRAWING M-1 FOR MATERIAL LIST) NON• SHRINK GROUT 150 LB. THREADED REDUCING FLANGE, GALVANIZED 1-'C" ' 'A' --·--- 1 ASHCROFT 3-1/2" -1009A 1/4" PRESSURE GAUGE ' 0-200 PSI DOWNSTREAM 1 "BRASS TEE 1 • X 1 /2" BRASS BUSHING 0-300 PSI UPSTREAM 1/4" GAUGE COCK TO FLUSH VEGABAR14 TRANSDUCER 4-20 mA 1/4" GAUGE COCK PIPING PER PLAN NOTE: PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE 1" MIP )( FIP BAJ.!. CORP (FORD FB 1700-JONES J-1931) 1• CL 3000 STEEL COUPLING fXIJNSDl/CE.S ON 6/NCH LINECJNt.YPEB:&FLd z= -~ --- I GAUGE AND TRANSDUCER DETAIL 1 NTS M-1 ADJUSTABLE PIPE SUPPORT APPROXIMATE DIMENSIONS IN INCHES PIPE SIZE 'A' ·a· 2-1/2 2-1/2 1·1/2 3 2-1/2 1-112 3-1/2 2-112 1-112 4 3 •2-112 6 3 *2-1/2 8 3 •2-112 10 3 •2-112 12 3 •2-112 14 4 3 16 4 3 18 6 3-1/2 z ---.----20 ___ -------6 -------------3-1/2 -:IE ' ,.. 24 ---8 --4 30 8 4 32 6 4 36 8 4 • DENOTES REFERENCE TO MANUFACTURER 318 STAINLESS STEEL CONCRETE ADHESIVE ANCHORS, WITH 2-HEXNUTS AND 1-LOCKWASHER, TYP OF4AT90" ADJUSTABLE PIPE SUPPORT NTS 'O' ·c· MINIUM 9 8 9 8-1/2 9 8-112 9 10-1/4 9 11-5/8 9 13-5/8 9 14-5/8 9 15--5/8 11 18-7/8 11 19-7/8 13•1l2 21·1/4 --1S.:f/2 ··23-114 13-1/2 26-112 13-1/2 29-518 13-1/2 30-5/8 13-1/2 32-518 'D' MAXIMUM 11-112 11-314 12 14 15--114 16-1/2 18-1/4 19-3/4 20-3/4 22-1/4 24 -25--1/2 -- -28-1/4 31-112 32-3/4 34-3/4 ANNULAR HYDROSTATIC PIPE WALL LINKS--~ SEEDWGSFOR TYPE OF PIPING USED -- PIPE 7 r-n-·- PERMFGRECOMM--"-- l . HOI.D BACK C!=MENT MORTAR COATING AS REQUIRED INSIDE FACE OF WALL r • • WALL SLEEVE NTS 316 STAINLESS STEEL ADHESIVE CONCRETE ANCHOR W/WASHERS, ANO HEX NUTS, TYP ,-FRP PIPE SUPPORT FRP PIPE CLAMP PIPELINE SEE PLANS FOR SIZE 1--WALL, FLOOR, OR CEILING WALL BRACKET NTS WALL SLEEVE Fill EXTERIOR W/SEALANT POLYETHYLENE FOAM FILLER @ I SHE7ET I CITY OF CARISBAD I SHE9PS I l-----+----+-------------+---l---1----1-------1 UTILITIES DEPARTMENT ------ +----+--------1-----1 MPROVE:MENT Pl.AN FOR; I-----+----+-----~------------I---+----+----+--~ SECTION AND DETAILS ,=--~-----~--=--=-=--~--=-----~-~-~-~--=---=-=-~--=--=----=-~-~~~~~--=--~--~--~---~ -------+---+-------------------1---+--4---l----1 RANCHO CARLSBAD PRS AND METER REPLACEMENT I t r .. w ~ ~ RJ lnfr.Q.~tr,ll~t~r.~ l-----+----+-------------+---l---1-------1---1 APPROVED ...1 1-----+----+----------------1----+---l-------l---l~.d~~~:~.,..~-,,:~.~f?l.~-~-~.,,~,----=--===-~1~-12, z< H 271 Danielson Street L!!D;;IS';;TR~IC~T~E~N~Gl;;NE~E~R -;::::~P~E Z~-~~EX~P~IR~ES~~-!£_D~AT~E~ Poway, Calfarnia 92064 ,d5·81)/LT ~---IL/IJ.'l--.l+''/'--'--1'""--"~ '"DWN BY·. RG I ~- 58.413.2400 F 858.413.2440 A,~ INI 1AL DATE INITIAL CHKD BY: py T 8 DATE INITIAL D = T --PROJECT NO. DRA4w7JN3-G 2NO. L ________________________________________________________ _J_:_:..t====w=v=,w=.ie=co=r=po=ra=ti=on=.c=om=---=:s::::::::.... _ _1~EN~G~INE~ER~OF=W;O~RKh===R=EV=IS=l=ON=D=E=S=C=Rl=P=Tl=ON===::::!:;;OT;HE;R~Af';;PRO;;V/>J.~~C;ITY;;AP;PRO;V;:i\L~~R~Wl~D~BY~:~~~===5~0~2~o==~=~~~tl ~ / 05 1612 V'I 0 ":I :E ~ G) rl' ...., ~ 0 ...., ..... VJ I.O ~ I • 1 •• . '~-. . . . . . ,-. ~ .. 4 · I •-4 • 4 .. . • , . ~ • I .4 ---'-:fj/:11t;t----'------,, f' ---- SUMP PUMP SP-I, LITTLE GIANT GRANGER #3P639A TO POWER JUNCTION BOX. ... .. 4 . ., .. •• PE/PIT-2--_J FAN TIME CLOCK-INTERMATIC 2T2501A GRANGER STOCK JI " 1,1. 0 0 LIGHT /INTRUSION SWITCH TELEMECANIQUE MODEL #XCKJ 10541 H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRANGER STOCK #48811. ___ T _____________ _ I I FLEX CONDUIT _ ____,__., I I . I I PE/PIT-I --------..J POWER J-eox (NEMA 4X) CONTROL J-BOX RITTAL BOX (NEMA 4X) I 1/2" C-10#12, 5#12 GND. 1 1/2"C, 7-2C#18SH ____ _______J 2. , ..... ~ ANTENNA BASE ,--4' FLUORESCENT FIXTURE -LITHONIA OR EQUAL, TYP ________________ __,_ V/,L\ E FOS. IJELETE PER R.Flli8 fAAi,S, ~ r----------------3/4" C-1-2C#18SH .. . 4 r--------203/4" C-1-2#18SH r---------ACCESS HATCH LIGHTING SWITCH -j.._:J.,.e----,-rr----HATCH SWITCH (ZS-1) ALLEN BRADLEY LI MIT SWITCH 802T TYPE . . OR APPROVED EQUAL TO TURN ON LIGHTS EI.ECTRIC SERVICE MC>OUI.I!! A$$1GNWIENT POWER SUPPLY PLASTIC RACEWA WIRE y TYPICAL TELEMETRY 1.AYC>UT -····-· ·----·-··----.,-• ---··-.,. ____ ----·-· - -------.. -- M()OEM/RADI() L()CATl()N - I L OPTO 22 ] :24v I sv I . SW 11 • ~ NOT TO SCALE TELEMETRY SYSTEM COMPONENT LIST (NO SUBSTITUTUINS) #1, ENCLOSURE (RtTTAL #AE1376600} (24•x3o•x14" DEEP} OR EQUAL #Z. INPUT/OUTPUT OPTO 22 PARTS CONTACT JAMES DAVIS AT OPT0-22 (951-695-300} PARTS NEEDED 1-0PTO 22 SHAP BRAllt #SNAP-PAC-EB2 1-PPTO 22 SHAP-PAC-RCK8 1-0PTO 22 24 VOLT POWER SUPPLY #PS24 1-0PTO 22 5 VOLT POWER SUPPLY fl'S5 3-0PTO 22 ANALOG MODULES /SNAl'-AIMA-I 2-0PTO 22 AC INPUT MODULE fSHAP IAC5 t13. COMIIUTATIONII PON!lf {j/?/DGE RADIO & ANTENNA END POINT U!ll~UITI RPCKtrM~ CONTACT SCOTT AKRIE (858-449-3308) t (SEE ANTENNA BASE DRAWING) M. PRESSUU TllANSDUCElll TYPE: VEGA BAR FOR 4-20 MA CONTACT SCOTT BOLEY, JPR SYSTEMS (714-985-0192) ~ H. PltESSURI REUEP VALVI • RECLAIM WATER ONLY INSTALL MICRO SWITCH ON PRESSURE RELIEF VALVE WITH CLA-VALVE OPEN STEf.l ASSEMBLY PART # X105LCW CIRCUIT SCHEDULE E NCLOSURE CIRCUIT 1 20AMP LIGHTS & OUTLETS CIRCUIT 2 20AMP TIME CLOCK & FAN CIRCUIT 3 20AMP SUMP PUMP CIRCUIT 4 20AMP TELEMETRY 11 WI TE 0 VOLT OUTLET TH SWITHCH FOR LEMETRY POWER -LUC CONC. ENCASE PRIVATE ONLY . . . • . . ::·•: . "" TRENCH TRENCH DETAIL N. T.S. CONTRACTOR SHALL MOUNT ON THE SOUTH SINGLE PHASE 120/240 VAC MYERS ME-UG 125 ~---. ANTENNNA BASE DRAWING SIDE INTERIOR WALL AND ACCOMMODATE AS NECESSARY ,, ~ NOTE: ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION TYPE DESCRIPTION CEILING MOUNTED FLUORSCENT FIXTURE, 4' ~/4~ LONG MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, COMPLETELY GASKETED AND ENCLOSED SUITABLE FOR WET AND CORROSIVE LOCATIONS. MOUNTING VOLTS NO. OF LAMPS CEILING 120 2 MOUNT LAMP TYPE MANUFACTURER AND CATALOG NUMBER LITHONIA CAT. I 32 DMW-232-MVOLT -GEB101S-Wlf OR EQUAL SERVICE PEDESTAL ► WITH 100 AMP MAIN. (CIRCUIT SCH. AS SHOWN) w CEMENT COLLAR 3" PVC ELEC. CONDUIT WITH PULL ROPE TO SDGE TRANSFORMER 6" PVC C-900 1" PVC TO VAULT---.-i1 ~=::>3" ELECTRIC CONDUIT TO WATER VAULT ('Z4 11MIN.O~PIJI) - NOT TO SCALE ,, INPUT/OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION ITEM OUTPUT INPUT ANA. DISC. POINT DESCRIPTION 1 X X UPSTREAM PRESSURE PIPE 1 2 X X DOWN STREAM PRESSURE PIPE 1 3 X X SDG&:E POWER FAIL • 'I. V .. . X SINGLE POINT LEVEL Dt:. TEr;llO'fl" LOCATION PE/PIT-2 RELAY-MT. ENCLOSURE S-1 ~ 8ELOW RITTAL ENCLOSURE I REMARKS PRESSURE TRANSDUCER PRESSURE TRANSDUCER WHEN POWER IS OUT HATCI-I SWITCH ~-~ FLOAT SWITCH/VAU~T FLOOD ELECTRICAL NOTE: EXACT LOCATION Of ELECTRICAL COMPONENTS TO BE DETERMINED BY DISTRICT REPRESENTATIVE DURING CONSTRUCTION 14271 Dur1ieisui1 Slreel Poway, C alifarni □ 92064 1 808.4 U.2400 F 858.413.2440 W''lri'W. iecorporation.com i 6" T FINISH GRADE 36" 48" NOT TO SCALE NC>TES: 1. HAVE ANTENNA LOCATION VERIFIED BY CMWD 2. ANTENNA, POLE AND CABLE BY CMWD 3. RADIO PROGRAMMING BY CMWD I SHE8ET I CITY OF CARLSBAD I SHE9ITS I l------+---+-------------+---+---+--1-----i UTILITIES DEPARTMENT 1------+---+-------~-----+---+---+--1-----i 1------+---+-------------+---+----+--t----l MPROVEMENTP!.AN FOR: DATE INITIAL ENGINEER OF WORK H:IDesign DivisionlSpecia/ Projocts\2001--04 CMWD standard Specs Far Pibl Vt1r Fac\CMWD CARLSBAD MUNICIPAL WATER ELECTRICAL RANCHO CARLSBAD PRS AND METER REPf.ACEMENT APPROVED DATE 051612 Vl 0 :T :E rt> ~ G) 00 .i::,. a ;:;j I.!) I N I -- ELECTRICAL PART I -GENERAL 1.1 DESCRIPTION A. WORK INCLUDED: PROVIDE COMPLETE ELECTRICA.L AND CONTROL SYSTEM A:i SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: I. 2. 3. 4. 5. 6. 7. 8. 9. POWER/TEL. PEDESTAL AND METER PEDESTAL FOR METERING FACILITIES, MAIN CIRCUIT BREAKER ITC.; FEEDER SYSTEM, IN CONDUIT TO BRANCH CIRCUITS; BRANCH CIRCUIT WIRING, IN CONDUIT, FOR LIGHTING, RECEPTACLES, JUNCTION BOXES ANO MOTORS; HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH; LIGHTING flXTURES AND LAMPS; WIRING SYSTEM, IN CONDUIT, FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS Of THESE SPECIFICATIONS; MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED; TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEASE LINE; OTHER ITEMS AND SERVICES REQUIRED TO COMPLETE THE SYSTEMS. I .2 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS Of SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE Of THE WORK Of THIS SECTION. THE REDUCING STATION HAS BEEM CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NfPA70). B. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE TH[ WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS Of GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS or WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. 1.3 SUBMITTALS _ , _ A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS ArTER THE CONTRACTOR' rlt-"'~ft'i:~-~~':~ OWNER'S NOTICE TO PROCEED, SUBMIT SIX (6) COPIES OF: , ; · I. MATERIALS LIST Of ITEMS PROPOSED TO BE P~0\11()£0 ~~~/:i,s~:: 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA l!fl Lit:v-\ > . :;•"; 'E COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; . . . . •"(-. .. ... ' ., / 3• ~t~~J"t~Ju;iR~~ti~:E~E:t~ J~~~r J~~N B~;?;\"J~?-(·:·~:?i\)t ~,l~~?~iri~G ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. . B. MANUAL: UPON COMPLETION or THIS PORTiON OF THe' 'ii~RK, Al-'D i•:v:. toNDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO (2) COPIES OF At~ OPERATION AND MAINTENANCE MANUAL, INCLUDE WITHIN EACH MANUAL: I. 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 I 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 8. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) REQUIREMENTS. C. CONTROL CABINET: 30"Hx24"Wxl2"D RITTAL fAEl376 MOUNTED IN VAULT WITH UNIT STRUT. COOROINATE LOCATIOM Win-I CMWD 0/>tRAilONS. 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 lB AND APPROVED SY THE OWNER, B. 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 RECEIVE 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 3. 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, Bl.ACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2• x 1 • HIGH NAMEPLATE. B. WIRING DEVICES: I. 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: I. PROVIDE RIGID GALVANIZED STEEL CONDUIT (RGS) FOR ALL CONDUIT CONCEALED IN THE WALLS, ABOVE THE CEILINGS, OR IN FLOOR SLABS. A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SI.All, PROVIDE RIGID GALVANIZED STEEL CONDUIT. 2. PVC CONDUIT (SCH 40) MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEALTITE TYPE OR EQUAL 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 VOLTAGE!,,_ PROVIDE 600V INSULATED COPPER WIR! AND CABL£, NEC STANDARD, OF TYPE:i-_SPE<:IFIEO BELOW FOR DIFFERENCE APPLICATIONS, WITH UL LABEL, AGENCIES H~VING JURISDICTION. 2. WITH CONDUCTORS, PROVIDE IN SULA TING BUSHINGS OR INSULATING SLEEVES. 3. 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 I.AMPS AND MOUNTING HARDWARE. 2.6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNITS, OR EQUAL AS APPROVED IN ADVANCE 'llY THE OWNER Qf THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND OTHERWISE REQUIRED FOR THE FACILITY, AND WITH THE FOLLOWING: I. COMPLY WITH PERTINENT REQUIREMENTS Of NEMA AND NfPA-70. 2. INCIJJDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED, WITH THERMAL OV~R~OADS, 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. 5. EQUIPPED WITH OVERLOADS IN EACH UNDERGROUND LEO. 2.7 TOP MOUNTED FLOAT LEVEL A. 4RK04 FLOAT SWITCH WIRED TO 11 DV 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 WETTED AND BODY MATERIALS SHALL BE 316 SS. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL BE 0-150 PSI. ENDRESS & HAUSER Pt.IC 133 1N1F2W6Q4S WITH DISPLAY. 2.9 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL or THE OWNER. PART 3 -EXECUTION 3.1 SURF ACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION or THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: I. 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 INSTALLATION Of ELECTRICAL ITEhlS WITH THE SCHEDULE FOR WORK Of OTHER TRADES TO PREVENT UNNECESSARY DELAYS 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. B. 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 6E 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 DIA(;RAMMATIC, f!UT 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 WORK OF' OTHER TRADES, MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 3.3 INSTALLATION or RACEWAYS AND FITTINGS A. WHERE CONDUIT IS INSTALLED, OR EXPOSED IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT. I. 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 INSTALLATION OF POWER EQUIPMENT A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS. 14771 nonielson Street Poway, Califo•nia 92064 T 858.413.2400 F 858.413.2440 www. iecorpor::ition .com 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, l!'lSTALL 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 "LOCK-TITE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HAII-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, THEM 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 or 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 SI.Al!, WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN Pl.ACE; 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 THE 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: I. TEST ALL PARlS OF TliE ELECTRICAL SYSTEf.l 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 VOLTAGES TO THE OWNER. 3.8 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, I.ABELS, GREASE, 011., AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEt.t 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. I SHE9ET I CITY OF CARLSBAD I SHEETS I l---t--+---------------t----t---1---t---1 UTILITIES DEPARTMENT 9 l---t--+------------~--t----t---1---t---1 MPROVEMENT Pf.AN FOR: H:\Design Dlvision\Special Projecls\2001-04 CMWD Standard Specs For Ptbl Wtr Fac\CMWD PRESSURE REDUCING STATION NOTES RANCHO CARLSBAD PRS AND METER REPIACEMENT N L 0576/2 Vl 0 ~:!E ~ G) rl' (J) ,+::- 0 -..J ...,, w (J) I N