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Home My WebLink AboutDWG 422-6H; CT 03-01; LA COSTA RESORT & SPA - CLUBHOUSE POOLS; 01-03E 0 st <D 0 " 00 N " "' (') z <t g; I (') ,: 0 ~ 0 I ,: 0 I ~ N N 0 ;". z w "' w > 0 a:: 0.. "' / > ~ 0 / [/) ~ 0 0 0.. w [/) ~ 0 I {I] ~ ~ u / 0 0 <t u / ~ N N 0 0 ~ "' "' / <t c- <{ 0 0.. / GENERAL NOTES 1 . TI-HS PLAN SLPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE C !TY OF CARLSBAD REGAROING lf.f'ROVEMENTS SHOWN ON TI-HS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD I.IJNICIPAL COOE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDAROS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO..ECT. THE ENGll'£ER IN RESPONSIILE Q-IARGE SHALL REVISE THESE PLANS WHEN NON-GONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVEUPER OR ENGll'£ER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OIAISSJONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROWTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PER!IIT FROIA THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PER!IIT ISSUANCE, A CERTIFICATE OF INS\RANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMLM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY I.IJST HAVE A RATING OF "A-' OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS" KEY RATING GJIOC, 5. NO WCRK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROIA THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITIWT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ffi!GINAL DRAWINGS SHALL BECOME THE PRO='ERTY OF THE CITY LPON BEING SIGNED BY THE CITY ENGil'£ER. 9. THE CRIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGil'£ER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES IJJRING CONSTRUCTION. 11. WHERE TRENOES ARE WITHIN CITY EASEMENTS. A SOILS REPORT COWRISED OF: (A) SUMMARY SHEET, (8) LABORATffiY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGil'£ER OF THE STATE OF CALIFffiNIA, PRINCIPALLY DOING BUSll'£SS IN THE FIELD OF APPLIED SOILS MEQ-IANICS. THE SOILS REPORT WILL BE SUJMITTED TO THE CITY ENGll'£ERING INSPECTffi WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COWACTION REPORT(S) SHALL BE IMMEDIATELY SU3MITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PSfmNSTRIJCTION MEETING $:JAi I BE lfJ O AT Il£ SITE PRIOR TO Il£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIILE Fffi CONSTRUCTION, INSPECTION. SUPERVISIONE JESTING AND ALL OTHER ASPECTS OF THE WORK . THE COffRACTOR SHALL SCHEDUL THE MEET! NG BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24~ INSPECTION REQUEST LIi'£ AT &&6%k438-3891. INSPECTION REQUESTS I.IJST BE RECEIVED PRIOR TO 2: 00 P.M. __ DAY BEE®'. Il£ lNSPECTION IS tflJ)F1) INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTl£RWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FQL WORK DAYS LATER. 14. H£ OWl'£R AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSlaE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDAROS, LAWS AND REGU.ATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SrmING, BRACING SLOPING OR OTl£R PROVISIONS TO BE MADE OF WORKER PROTECTIOl FROM THE HAZARO OF CAVING GROJND CllRING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR CllRING THE PIPE INSTALLATION THEREIN. THIS PLAN I.IJST BE PREPARED Fffi ALL TRENa-lES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY E:NGll'£ER AND/OR CONCERNED AGENCY PRlffi TO EXCAVATION. If TI-£ PLAN VARIES FROIA THE SHORING SYSTEM STAt-OARDS E5IAaJ$:lEO BY Il£ CONSTRUCTION SAFETY a«RS TITI E 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGll'£ER AT THE CONTRACTffiS EXPENSE. A COPY OF ll£ OSHA EXCAVATION PER!IIT I.IJST BE SUBMITTED TO THE INSPECTOR Pll!OR TO EXCAVATION. 16. IF ANY ARQ-IAEOLOGICAL RESOI.RCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTIOl, OPERATIONS WJI I CEASE IMMfQIATfl Y AND THE PER!IITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTI-IORITY FROM THE CITY ENGll'£ER TO DO SO. 17. ALL OPERATIOlS COIO£TED ON TI-£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARHWVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTl£R ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EAQ-1 DAY, MOl'OAY HRIJ FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONIJJCTED ON WEEKOOS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SU31.t!TTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTffi SHALL BE RESPONSIBLE FOR ANY DEBRIS CR DAMAGE OCCURRING ALONG THE HALL ROOTE OR ADJACENT STREETS AS A RESULT OF THE GRAD ING OPERA TI ON. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGll'£ER APPROVED BLASTING PROGRAM. WATER NOTES (CMWD) 1. WATER MAIN AND APPURTENANCES SHAL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLS3AD ENGINEERING STANDARDS VOLUME 2 POTABLE AND RE:YQED WATER STANJARDS AND VOLUME 3 STANDARD DRAWINGS AfO NOTES, DATED .J.JI£ 30. 2004 OR LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EX:AVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANJ PROV IDE PROOF OF OSHA NOTI F I 0. TI ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CCNSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOIN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED At-0 APPROVED BY THE DISTRICT ENGINEERAt-0 DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY JF CARLSBAD ENGINEERING INSPECTION 48 HOURS P~JOR TO BEGINNING OF CONSTRUCTION. {TELEPHONE NO. (760) 438-3891) FOR SCHEDU..ING. 5. NO TREES OR STRUCTURES SHALL BE A_LOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT )F WORK. ANY EXCEPTIONS SHALL REQUIRE WRITTEN 'ERMISSJON FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE or MATERIALS FOR THE FIRE LINE LOCAT::D BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARS~ALL. 7. ALL RECLAIMED WATER MAINS AND APPJRTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TI-E CITY OF CARLSBAD ENGINEERING STANDARDS 2004 OR AS ~MENDED. 8. ALL BURIED COPPER PIPING AND AP~TENANCES SHALL BE PROTECTED BY MEANS or CATHODIC PR)TECTION. IF DEVELOPER/OWNER CONDUCTS SOILS TBT REPORT AND DEMONSTRATES THAT PROTECTION CAN 3E PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGJ-IEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. CLlBHOUSE KEY MAP LEGEND LOT BOlWARY EXISTING EASMENT EXISTING SEWER LINE EXISTING WATER LINE PROPOSED EASEt..ENT ---Ii'.---- --s 20. TI-E EXISTENCE AND LOCAT!Ol OF UTILITY STRUCTURES AND FACILITIES SHOWN PROPOSED WATER LINE ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECffiOS. ATTENTION IS CALLED TO THE POSSIILE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROIA THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE M PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO Af<Y OTHER EXISTING FACILITIES CR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PRO£CT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WCRK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PR!ffi TO STARTING CONSTRUCTION NEAR TfEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROJND SERVICE ALERT SOG&£ PACIFIC BELL/SBC ADELPHIA CABLE CCJMMI..NICATIONS ATIIIT CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER 8c RECLAIMED WATER) LEUCADIA WASTEWATER DISTRICT (SEWER) 800 422-4133 800 660-7343 800 892-0123 760 438-7741 760 806-9809 760 434-2980 760 438-2722 760 753-0155 /\ \ WATER IMPROVEMENT PLANS FOR LA COSTA RESORT & SPA CLUBHOUSE POOLS WORK TO BE DONE THE IMPROVEt..ENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING CI TY, ST: CARLSBAD CA 92008 TELEPHONE: (760) 476-9193 BY: 1 mt -;ft({fff: THIELE RCE NO: __ ~C_6~0=2=8~3 ________ _ REGISTRATION EXPIRATION DATE: 06-30-08 BENCH MARK A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA A VENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184. ELEVATION: 113.122 ADJJSTED DA 11JM: NA VD 1929 PLAN PREPARED BY: .., COSTA VICINITY MAP NOT TO SCALE Ii\ ',., fE ss / ',,._,. '$ \'."< M. t'<'l :::? ~ -;:: {, ) c.-, " < _.. -~ ~ -'° ... ~ No.C602~ ~ -II Exp. 05-30-08 * '--"'~~CI I\\. '!.-$ le IF n\.\\'li SITE DOCUMENTS, CI..RRENT AT THE TIME OF CONSTRUCT! ON, AS D JRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY or CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. THE STAt-OARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. THE SAN DIEGO REGIONAL STANDARD DRAWINGS At-0 AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANJARDS. 6. CARLSBAD MUNICIPAL WATER DISTRICT STANJARDS ANJ SPECIFICATIONS FOR WATER. 7. CALIFORNIA STORMl'IATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGE!.£NT PRACTICE, CONSTRUCTION HAf0800K; AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORT A Tl ON CONSTRUCT I ON S !TE BEST MANAGEt..ENT PRACTICES ( Bt.P) MAMJAL. DESCRIPTION EXISTING CONT(J..R EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING PROPERTY LINE PROPOSED EASEMENT LEGEND DWO.NO. -----IE.----- PROPOSED WATER LINE ---wr------- L RD PROPOSED GATE VALVE(GV) PROPOSED THRUST BLOCK(T.B.) CMWO W-13,W-16 CMWD \'1-15 0 t> PROPOSED 2• AIR-VACWM ASSEMBL.Y{AVA) CMWD W-7 PROPOSED 2• BLOW-OFF VALVE(BO) PROPOSED SAWCUT & PROPOSED 2" M/\NVAL AIR RELEASE' CMWO 1'1-6 CMWO W-6 BEA 1 EA I EA -W---0--_______ , --11-- PROPOS~D RESTAAINE'D l'A:J' FITTINGS CM'jlj) W-15 3 EA\.._,,._.,,.._-/'__,,...___,,_, PROJECT LOCATION -...___-......,.._..______.,._,_.,,..__,IND€c5rifAA & THIS PROJECT IS LOCATED 1\1 IN ASSE ORS PARCEL NUMBERS SHEET NO 1 DESCRIPTION TITLE SHEET 216-S~o-o,, 216-1,qo-oz AND 216-S'&-OS-. THE CALIFORNIA COORDINATE INDEX Of THIS PROJECT IS: N 1.978,000 ._.., E 6,2490~'----"'..._.., 2 3 WATER JWROVEMENT PLANS WATER PROFILE SOURCE OF TOPOGRAPHY REFERENCE PLANS ~ TOPOGRAPHY SHOWN ON THESE PLANS IAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION CATHEREO ON FEBRUARY 14, 2005 AND .J.JN£ 28, 2006 BY RBF CONSLLTING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS THE BEARINGS AND COORDINATES SHOYN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (1991.35 EPOCH). ZONE 6, BASED LOCALLY UPON THE FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON RECORD OF SURVEY 17271. POINT NO. 157 047 HPGN_GA 1107 CLSB-047 ,CS 83 (1991.35), ZONE 6 NORTH I NG EASTING 1992291 . 232 1981922. 532 6247272.614 6241083.953 D-7195-7204 DEVELOPER LA COSTA RESORT AND SPA 2100 COSTA DEL MAR ROAD CARLSBAD, CA 92009 PHONE: (760)438-9111 FAX: (760) 929-6313 CITY OF CARIBBAD FIRE DEPARTMEN1 '-'EQUIREMENTS 1_:11 ~1:BBAn MUNICIPAL WATER__DIS'FRICT 0. OF F.H.(s)__l:._F.FLOW 3<JOO G.P.M. OJT OF ...k_ ~LDG. SPRINKLED<is,No ... F.FLow.3oooG.P.M. ------I •. -L 12_ u,1,,14~ DAVID A. µ" R.C.E. 33081 ~ATE " ~E MAR6H~L I DATE ~IJPl"aTY ENGINEER EXP, 61 • -' •As BUIL-r■ -lh;~ P.f' t,oz93 EXP. ~ REVIEWED BY: lJ J1.·,.,_.. Lc,A~/ INSPECTOR I - t,f,io1 DATE l"l.· 21-0'1 DATE --. ./ I ~1ET I CITY OF CARLSBAD 1 sH3rs I - ENGINEERING DEPARTMENT WATER IMPROVEMENT PLANS FOR: LA COSTA RESORT & SPA Under17ound Service Alert ~ 1-'LANNINIJ • DESIGN ■ CONSTRUCTION CLUBHOUSE POOLS CARLSBAD. CA c:, 5050 AVENIDA ENCINAS, SUITE 260 Cal=TOI..LFREE APP~VED: L CONRAD li.l__AMMANN, JR. ~~ CARLSBAD, CALIFORNIA 92008 11.11.J../,i I 'Tr_ t AS-01111., 11.,i J JOSI ~/I I/Jo II _!_ifr•~ C □NSULTINl3 780.4715.9193 ■ FAX 760.478.9198 • www.RBF.com t,y I .,J /p "' 1-800-422-4133 ENGINEER OF WORK: (, / 1..1.1/, .,.,. f.1ELOCATE' wl-.TlollL.INf', /<.EFL.. SH,s "2... ~ .3 1-?-ll-// ~ aTY ENGINEER PE 33069 EXP. 6/30/08 A TE --Gut-a~ DATE:"!/z.V~ /i/1/a .,.,-/1, Rt1..oc.;.r£ WA r«~L1N11 lfeP~. 11:Ms 2 c:, /1/9/o, ~ OWN BY: HT PROJECT NO. ORAl'v1NG NO. DATE INITIAL DATE INITIAL DATE INITIAL • CHKD BY: r..vf' CT 03-01 422-6H TWO WORKING DAYS BEFORE YOU DIG TIMOT!W M. !HELE R.C.E # 60283 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: =· 760-603-6243 I----------------------------------------------------.-------------------------------------------------------------------------------------- 020408 111506'/ 110111 E 0 " " 0 z 0 if) Q_ :::, <( if) w ~ 0 N 0 I '3c 0 1 "' 0 " 0 / w > 0 Cl'. Q_ :::, / > ~ 0 / 0 z <( ~ / 0 0 <( 1.:: / "' 0 " 0 0 cf) JD / <( f-<( 0 Q_ / I I I I I I / / I I --_1. --+---i---i-- t----- t-I I SECTION A-A STA 16+13.25 SCALE: HORIZ: 1 •= 40' VERT: 1 "= 8' WATER DATA TABLE [jg BEARING/DELTA RADIUS LENGTH NOTE , N 32'09'26" E --135.63' 8" PVC CL-200 C-900 2 N 09'39'26" E --135.63' 8" PVC CL-200 C-900 3 N 20'54'26" E --108.31' 8" PVC CL-200 C-900 4 N 20"54'26" E --69.64' 8" PVC CL-200 C-900 5 N 09' 39'26" E --40.00' 8" PVC CL-200 C-900 6 N 32'09'26" E -80.00' 8" PVC CL-200 C-900 7 N 09'39'26" E --80.00' 8" PVC CL -200 C-900 8 N 24'05'34" II' --188.80' 8" PVC CL -200 C-900 9 N 89"16'46'· E --32.81' 8" PVC CL-200 C-900 SCALE: 1 "= 40' 40 0 40 80 120 I ~I I SCALE: 1 "=40' PLAN PREPARED SY: ~ PLANNIN[) • DESIGN ■ C:□NSTRUC:Tl □ N 5050 AVENIOA ENCINAS, SUITE 260 CARI-SB/ID, CALIFORNIA 92008 CONSULTING 760.-478.9193 ■ FAX 760.478.9198 ■ www.RSF.com ENGINEER OF WORK: _-1io/ ~hit/4-DA TE: ffu/2[ TIMOTHY M. THIELE R.C.E 60183 760-603-62 43 + NOTES: 1. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AN) SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUi 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAN) WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AJIO TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WI-ERE BURIED SPLICES OCCUR, USE AN ELECTRICAL SPLICING KIT CONSISTING OF A SPLIT BOLT CONNECTOR, MOLD, AND A TWO PART ENCAPSULATING EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENT OF PIPE LOCATING EQUIPMENT EACH INSTALLED RUN OF PIPE ~ALL . BE CAPABLE OF BEING LOCATED usrnG THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AJIO BACKFILLING. ll'IRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. 2. TRACER WIRE SHALL BE AWG NO. 8 ITRANDEO COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATIO!I SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. PU..YETHYLENE INSULATl:IN SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION .\RE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRCD AT THE CONTRACTOR'S EXPENSE. 3. INSTALL 20 FEET OF STORM DRAIN PIPE ACROSS EASEMENT PRIOR TO CONSTRUCTION OF WATERLINE. CONSTRUCTION NOTES CD SLURRY FILL EX. 8" Pvc WATER AN) ABAJ\OON IN PLACE. QUITCLAIM EX. EASEt..£NT. KXXX>1 CD PROTECT IN PLACE. @ FIBNISH AN) INSTALL CONCRETE Tl-RIST BLOCK PER Ct.AWD ll'-15. (D FIBNISH AN) INSTALL PU..YETHYLENF; VALVE ENCLOSI.RE #VCAS-1830 (PIPELINE PRODUCTS) AJIO CONCRETE PAD. •AS BUILr■ ~-au. -3/: ~ r,i P.E.~D 'H3 EXP. l.J/1c(£k DATE REVIEWED BY: ~,i C-' S>'>"" .. ✓ f -~ INSPECTOR.....:'.' ATE I SH2ET I CITY OF CARLSBAD I SH3ETS I ENGINEERING DEPARlMENT WATER IMPROVEMENT PLANS FOR: LA COSTA RESORT & SPA CLUBHOUSE POOLS CARLSBAD, CA • ~7j ~~ GLEN K. VAN P~ 1'1111. II 11 ~~·!?1\Jll. 1• . • 41204 3-31-13 /I , .. ·,, "ff"' REPLA<IS SlffT ORIG[NAlLY SIGNED 11/03/06 'J,t.-,.,. II -,,i;,. EN~NEERING MANAGER PE EXP. DATE 11/011 06 -rr RfJ'LA<IS SlffT ORIGlNAlLY SIGNED 10/10/06 OWN BY: ~M I PROJECT NO. I 4R22~6H. DATE INITIAL OATE INlllAL DATE IN111AI. CHKD BY: CT 03-01 ENGINEER OF \\ORK REVISION DESCRIPTION OTilER APPROVAL CITY APPROVAL RVWD BY: I----------------------------------------------------------------------------------------------------------------------------------.. 110111