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HomeMy WebLinkAboutDWG 420-5B; CT 04-03; LA COSTA RIDGE NEIGHBORHOOD 2.3 & 2.4 SOUTH; 01-08GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE C11Y or c.ARLSBAD REGARDING IMPROVEM£N7S SHOWN ON THIS SET or PlANS. 2. APPROVAL or THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1H£ CARLSBAD MUNICIPAL COD£, RESOLtmON OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJSTED H~ON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Cl1Y APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONSIBJLJTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 1HE Cl1Y ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMfT FROM TH£ CITY ENGINEER WILL BE REQUIRED FDR ANY WORK IN THE PUBLJC RIGHT OF WAY, PRIOR TO PERMIT ISSUANCE, A CERTJF!CA TE OF INSURANCE MUST BE F!LED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRlnNG THE POLICY MUST tk\\1s A RATING or "A. AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA\IE" BEEN OBTAINED FROM mE CITY AND omER APPROPRIATE AGENCIES, 6. REVISION OF THESE PLANS MAY BE REQUIRED IF IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE IMPROVEMENT AGREEMENT. THE PROPOSED DATE OF THE 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TH£ WRITTcN APPROVAL ON THE OF THE CITY ENGINEER, NOTEV WITHIN THE REVISION BLOCK, APPROPRIATE SHEET OF THE PlANS AND 1ITI.£ SHEET. 8. ORIGINAL DRAW!NGS SHALL BECOME THE PR0PER1Y OF THE CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. STREET NOTES t, ACTUAL STRUr:nJRAL SECTIONS WILL BE DETERMINED AFTER i?" VALUE TESTS HA VE BEEN CONDUCTFD Br A PROffSSIONAL ENGINEER OF THE STATE OF CALJFORNIA, PRINCIPALLY DOING BUSINESS IN TIIE FIELD OF APPLIED SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRI.ICWRAJ.. SECTION MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA )'S BEFORE THE WORK BEGINS. 2. S77?££T LIGHTS SHALL BE /NSTAUED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOI..ES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNOEl?GROI.IN[) I.IT/LIT/ES #10 IA~l?ALS SHALL BE INSTALLED PRIOR ro CONSTRI.JCTIQN OF CURBS, Cl?OSS GUTTERS OR SURFACINC OF STl?EETS. 4. STORM DRAIN PIPE SHALL 8£ Rf/NFGRCED CONCRETE PIP£ WITH A MINIMUM D-LOAD OF 1.350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LDAD OF 2 TIMES THE MINIMUM D-LGID /?EQI./IRED FOi? RCP. FOR PR/VA~ STOFIM DRAIN PIPES, UP TO 15" PVC A«Y BE UTILIZE[) PROVIDED DEPTH IS LESS Tl-WI 15 FEET AND BACKFILLED WITH 3/ 4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID Hl4Ll PIP£ 5. WHERE AN EXISTING PIPE LJNE IS TQ BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERL r COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVcD AS APPROVcD BY THE CITY ENGINEER. WHEELCHAIR RAMPS SHALL BE INSTALLED PER R£QUIREMENTS OF ITTLE 2-J. CALIFORNIA ADMINISTRATIVE GODE. 7. STREET TREES SHALL 8£ INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. ENGINEER'S NOTES I. 2. 3, 4, NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULArlONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE' FOR CONFORMING TO ALL LOCAL, STAT£ A/VD fEO£RA/. SAFETY Al(lJ HEALTH STANDARDS, LAWS Al(lJ REGULATIONS. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JQB SI~ CONDmONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT. INCLUDING SAFETY or ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND Nor BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RE:AL OR ALLEGED, IN CONNECnON WITH THE PERFORMANCE OF" THE WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES. STREETS, UTILITIES. AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PlANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR AELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CAWNG THE ENGINEER OF WORK AT 558-4500. THE CONTRACTOR SHALL ALSO TAKE 7HE NECESSARY STEPS ro PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES. TEMPORARY DES/LT/NG BASINS, DIKES, SHORING. ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTEO FOR MAINTENANCE BY THE OWNE:R. ENGINEER'S NOTES (CONT.) WORK TO BE DONE 9, 10. I I . 12, /3, 14. 15, THE CONTRACTOR SHALL NO//fY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERT/FICA TION STA TING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH TH£ LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL !TEMS REQUIRED BY THE APPROVING AUTHORITY. THE GENERAL CONTRACTOR IS REQUIRW TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF 'NORK, SOILS ENGINEER AND TH[ CITY INSPECTOR. TH£ GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLAAS SHALL BE CERTIAED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT. AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. STATIONING OF DRIVEWA Y.5. LATERALS AND PROPERTY LINES ON CUL DE SAC"S AND KNUCKLES ARE AT Tl/£ RIG/ff OF WAY. PRC ANO PCR STATIONS ARE AT THE CURB. RETAINING WAI.LS. IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECT/ON IS REQUIRED FROM THE BUILD/Na DEPARTMENT FOR AI..L RETAINING WALLS. THE S011.5 REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND /./ADE A PART OF THIS PIAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE: SUBJECT ro ANY TESTING QR INSPECTION REQUIREMENTS IN THE REPORT. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL -4.NGLE POINTS AND TEES IN WAIER SYSTEMS PURSUANT TO THE APPROPRIATE WATER D/Sff?/GT STAMJARD. THE IMPROVEI./ENT IWRK SHALL BE PERFORMED IN ACCORDANCE WITH THE: FOLLOWING DOCUMENTS, CURRENT AT THE: TIME OF CONSTl?UCT/ON, AS DIRECTED BY THE CITY ENGINEER. '-2. J. 4. 5. 6. 7, 8. 9. 10. 11. 12, 13. CARLSBAD MUI-IICIPAL COD£. CITY QF CARLSBAD £NG/NEERING STANDARDS. THIS SET OF PLANS. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CO. :STRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DA TED, AUGUST J, 2001, UPDATE LETTER DEC. 20, 2004. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 6£ MDDll'IE:D BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM EIR 98-D 7 , , CITY OF CARLSBAD RESOLUTION NO. 5736, 5737 <I: 5738. DATED:J..2.li + ~~LLE'C/TDS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS. LEUCADIA DISTRICT STANDARD DRAWINGS AND SPECIFICAOONS. STORM WAITR POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY: HUNSN<ER &: ASSOC/A TES, DA TE: I 2/08/0J. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY: HUNSAKER &: ASSOC/A TES, DA TE: 12/0 7 /04. CALIFORNIA STORM WA ~R OUAUTY ASSOC/A TION, STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT QF mANSFDRMATION, DESCRIPTION LEGEND STD. DWG, SYMBOL CONTRACTOR SHALL SUBMIT AN AS-BUILT PUW IND/CA TING ALL STREET LIG/ff SUBDIVISION BOUNDARY ---------CONDUIT RUNS, ACCESS POINTS. HAND HOLES AND SERVICE POINTS PRIOR ==T OF WAY ""E TO ENERGIZING THE SYSTEM. ~-urn 16. ALL SEWER LIN£ BEDDING SHALL 8£ 3/4" BACKFILL PER SDRSO S-4, PROPERTY LINE TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. JOJ4 FOR SOR 35 QUANTITY 9. TH£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE •l>IGINE:ER-QF-WORK PRIOR TO FINAL ACCXPTAACE OF THE WORK BY CITY. THE 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS DF WORK OF THIS PLAN PER SDRS DWG Mt9. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF" THE AVAILABLE RECORDS. TO TH£ BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT. THE CONTRACrDR SHALL /./AKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILmES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS UEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEV/A TIONS PRIOR TO ORDERING MA TERJALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES ffEQUIRE CHANGES TO THE D£S/GN. SOLID WALL PIPE. STORM DRAIN NOTES EASEMENT LINE A.G. PAI/ING/BASE 6" TYPE G CURB &: GUTTER G-2 G-27 88,D30 SF 4,774 IF 10. ACC~'"SS FDR F!RE AAD OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTTWCTION. 1 I. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS Rf PORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER Of' TH£ STAT£ OF CALJFORNIA, PRINCIPALLY DOING BUSINESS IN THE F!ELD OF APPLIED SOILS MECHANICS. THE SOILS RcPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLrnON DF FIELD TESTS. THE WRITTEN FIELD COMPACTION R£PORT(S) SHALL BE IMMEDIAffi Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A fflfCONSTRlJGTIQN UffTJNG SHALL BE HF/ Q AT THf s,rr ffllQR fil THE BE~INNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RES~''lNSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPERVISION, TESTING AND ALL OTHER ASPECTS OF TH£ WORK. THE' CONTRACTOR SHALL SCHEDULE TH£ MEETING THROUGH TH£ PERMIT CLERK( 438-3891) AT LEAST FTVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVE:D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING, t J, ALL INSPITDON REQUESTS OTHER THAN FOR PRECONSTRUCTION 1,/EET/NG WILL BE MADE' BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT (760) •U8-JB91.JNSP£CTION REQUESTS MUST BE RECEIVED PR/QR TD 2:00 P.M, ON THE QAY BEFORE llif INSPfCDON IS NffOfP INSPECTIONS WILL BE MADE THE NEXr WORK DAY UNLESS YOU REQUEST 01H£RWISE, REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FDR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER loND/OR CONTRACTOR SIW.l. DESIGN, CONSTRUCT AND MAINTNN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOff CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HfAL TH STANDARDS, LAWS AND REGULATIONS, 15. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6 705 BY SUBMlmNG A DE:TAIL PLAN TO THE Cl1Y ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACII-IG SLOPING OR OTHER PROVISIONS TO B£ MADE OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE EXC,,VATION OF SUCH TRENCH OR TREI-ICHES OR DURING THE' PIPE INSTALLATION THER£IN. THIS PLAN MUST 8£ PREPARED FDR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EX01VATION. IF" THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSP:81 ?SHEP BY THE CONSIRI IGDDN SAFfTY QRQfBS nu f f! CALIFORNIA ADl,IINISTRAT(YE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA T/ON. 16. IF ANY ARCHAC:OLOG/CAI.. RESQURC<S ARE DISCOVERED WITHIN ANY WORK ZONE DU'/ING CONSTRUCTION. QPERADQNS WI/ I CEASE IMWWATEJ Y AND THE P"RMITTE£ WILL NOTIFY THE CITY ENG!NEER. OPERATIONS WILL NOT RESTART UNTTL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TD DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL. DEPARTURE OR OPERATION or TRUCKS, EARTHMOI/ING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED ~RAO/NG fQU/PI.IENT SHALL BE UM/TED TO THE PERIOD BUWEEN 7:00 A. I.I. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING QR GRADING OPERATIONS SHALL Bf CONDUCTED ON WEEKENDS DR HOLIDAYS. (A LIST OF CITY HOUUAYS IS AVAIi.ABLE ,,_T THE £NG/NEERING DEPARTMENT COUNTER.) I 8. ALL OFT-SITE HAIJL ROUTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO THE CITY ENGIIIITR FOR APPRQVAJ. 7WQ FULL WORKING QAYS PRIOR TD BEGINNING Of WORK THE CONTRACTOR SHALL BE RESPONSIB[,£ FDR ANY D£BRJS OR DAMAGE QCCURfflNG ALONG THE HAUL ROUTE OR AQJAC£/fT SIRfCTS AS A RESU! T Of THE GRADING OPERATION. 19. 1-10 BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 2D. THE EXISrENCE A.ND LOCA TIQN OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES QR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PLANS. THE CONlRACTQR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SfTE SUFTICIENTL y AHEAD OF" THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF" IT IS FOUND THAT TH£ AC1UAL LOCATIONS ARE IN CONFUCT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAtf THEIR FACIL/TJES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDGdtE (760).fa0-7647 PACIFIC BELL (800~92-0123 ADELPHIA CQMMUNICAT/01'1S (760)438-7741 COX CQMI.IUNICATIQNS (760)80(;-9809 crrr OF" CARLSBAD (STREETS dt STORM DRAIN) (760)4J4-29ll0 CITY OF CARLSBAD (SEWER, WAITR &: RECLAIMED WATER) (760)438-2722 LE:UCADIA WolSTEWATER DISTRICT --~1753-0155 VALLECITOS WATER DISTRICT ( -~,'i:6~~0 PLANNING ENCINEBIINC Sl.IVEYING ~~t2f! TIS ( ft,'' ,_, 1 i -> SAN Oi~CO, INC 10179 HIJMl"leken, Stre&t 5.wT Diego, Ca 9212'1 PH(osalSS&-4500• FXIBS&)sSll-141' ) 9. ALL SURVEY MONU/.IENTS AND POINTS THAT ARE DISTURBED 8'f THIS WORK SHALL 8E RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL W/0 SUR\IE"YORS ACT. 10. 1'WO (2) SETS OF SURVEY (Cl.IT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. STREET UGHTS PROPOSED BY THIS PLAN AR£ PRIVATE. THE PRIVATE STR££17.JGHTS ARE OWNED 8'f THE HOA. PRIVATE MAII-ITENANCE RESPONSIBILITY IS COVERED 8'f AN ENCROACHMENT PERMIT. PR-D3-t23. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA\IE" EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WfTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/flCATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK. OF 1./Y RESPONSIBILITIES F"OR PROJECT DESIGN. FIR/./, HUNSAKER 8 ASSOCIATES ADDRESS, IO I 79 HOCN/IQ(fNS AVE CITY, ST.· SAN OIEGO CA 5, 6, 7, 8, CONTRACTOR SHALL TAKE PRE:CAUT/ONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SI/ALL REPAIR OR R£PI.ACE ITEMS REQUIRED ro REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES. A LICENSED SQ/LS ENGINEER SHALL BE R£TAll{£0 Br THE OWNER TO COUPLET£ NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. THESE PLANS SHOWN THE MIN/MUI.I IMPROVEMENT REQUJRE:D BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL 8£ BORNE BY THE CONTRACTOR. ANY ADOITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPE:NSE. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTl?IJCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SflALL NOTIFY THE ENGJNEER OF WORK IN WRITING, WHENEVER T/1£5£ PLANS SEEi.i UNCLEAR. VALLECITOS WATER DISTRICT ::LEZ;:;';::t;:¥ DATE, STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS EXTENSIONS OR ENLARGEMENT OF FACIIJTIES I , 2, 3, AND -o/ RAYMOND L. MARTIN P. E. NO., RCE 4867Q EXPIRATION DATE, ~6.,fc..3"'QLJ(Q6.,.._ _______ _ THE OWNER OF THE PROJ£CT DESIGNATED LA CQSJ/'\ RIDGE NEJGHBORHDDQ 2 J 4c 2A HAS REVIEW£D DIS'Tl?ICT ORDINANCE NO. 115, ADOPTED NOVEMBER t, 1995, AND AGREES THAT TH£ PROJECT: STORM DRAIN PROFILES SHOW A GRAPHICAL REPRlSENTATION OF TH£ CALCULATED HGL DURING THE DESIGN STORU, AS REQUIRED BY THE CITY. THE CAlCIJLATED 1/G/. CAN BE FOUND IN 'THE APPR(NED STORM DRAJNl!GE REPORT ON FIL£ AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONs/BLE FOR USE OF THE HGL SHOWN HEREC/,, BY OTHERS, WHEJI /.IA/(/t-lG ADDITIONAL CONNECTIONS OR REALIGNING TH£ SYS~M. CHANGES TO THE SYSTEU, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABO\IE" THE PIPE somr SHALL 8E CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCE:D THERI.IOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. CDUPUNG SHALL MEET THE REQUIREMENTS OF ASTM C76, C361, AND G443. STORM ORAIN PIPES WITH VELOCITIES E:XCEED/NG 20 FEET PER SECOND SIW.l ~II£ A /I/NIIIU/r/ COlfl? OF t-T/2 INCH OVER TII£ INVERT R£JNFURC/NC STEEL. THE CONCRETE DESIGN STREN(;TI( IN THESE REACHES SHAi.L BE fc = s.oao PSI. FOR VELocmES £XC££/J/NG 30 FEET PER SECOND, USE fc = 6,000 PSI. CITY or SAN MA.~COS ll PEDESTRIAN RAMP TYPE 'l4 • CONCRETE SIDEWALK DRIVEWAY G-7, G-9, G-10 •"G-t#J DOUBLE STREET NAME SIGN STREET SIGN (TYPE PER PLAN) 12" WHITE LIMIT LINE, "STOP" PA\IE"MENT LEGEND PR/VA~ STREET LIGHT 9,500 LUM (HPSV) STREET CEN~RUNE MONUMENT EX/STlNG STORM DRAIN PROPOSED RCP STORM DRAIN (SIZE PER PLANS) PROPOSED CURB INLET TYPE "6" PROPOSED CURB INLET TYPE "6-I" PROPOSED CURB INLET TYPE "tl-2" PROPOSED CLEANOUT TYPE ".,,\-,#" SIDEWALK 1./NOERDRA/N EXISTING SEWER SDM-102 SDM-1D2 ..,E-1, E-2, M-21 M-1D UQ-2, OS-I '"0-2, OS-t D-9 D-27 ;J I K + .,,., sro, ~ ~ [9 ----- 3 EA 24,245 SF 8,400 SF 1 EA 5 EA 3 SIi 7 £A 18 £A 94J LF JSII 1 EA 1 EA 6 EA 48 EA SOURCE OF TOPOGRAPHY R. J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, C4. 92680. (714) 832-2077, AERIAi.. PHOTOGRAPHY FLOWN QCT. 25. 1999, ~ □ IS NOT ELIGIBLE FDR A REIMBURSEMENT AGREEMENT. IS ELIGIBLE FOR A REIMBURSEMENT AGREEMENT AND: LA r:oSTA RIDGE PROPOSED SEWER MAJN(SDR 35) LWD N[!GH. 2 '3 & 2.4 PROPOSED SEWER 1./ANHDLE LWD •s-11, •s-12 •s-3. •s-.J •S-17, •S-18 -s-o--9 [A ,0 EA REFERENCE DRAWINGS CfTY OF CARl9JAD DRAWINGS 397-J, 397-.lt OWNERS I PERMITTEES WILL EXECUTE AN AGREEMENT WITH THE DISTRICT. WILL NOT EXECUTE AN AGREEMENT WITH TH£ DISTRICT. REIMBURSEMENT AGREEMENTS SHALL BE EXECUTED PRIOR TO FINAL ACCEPTANCE OF TH£ APPLICAAT'S PROJECT. PROPOSED SEWER LATERAL LWD EXISTING WATER LINE (PER DWG 397-3) EX/STlNG WATER LINE PROPOSED 8" D.I.P. CL -350 WATER MAJN 1 • WAID? TEST STATION w-11•-- w-21r•• -------<® ''"-w,-· -----W· w 'S REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION SIGNED BY: ~dt. f'RESTONH. LEWIS, P.E. R. C.E. 4-592 7 EXP. 12/02 '-/? ·•C VICINITY MAP 1" AIR dt VACUUM ~\IE" 2• BLOW-OFF ASSEMBLY w-2••-- w-1•*• 1• AV. . . '. . 2,238 LF J EA 6 EA 1903 WRIGHT PLACE SUITE 180 CARLSBAD, 01 92008 (760) 929-2701 DAT£ V. W.D. " NT5 2" BO! ·- GV "AS-BUILT' 8" GATE VALVE li LEGAL DESCRIPTION DECLARATION OF ENGINEER OF WORK: (SIGNAlURE) DATE FIRE HYDRANT ASSEMBLY WITH MARKER END CAP ASSEMBLY W-14""""', W-16•• w-,4u.-., w-s••• W-16,.** r® ---,3 5 EA 4 EA 6 £A, J fA 48 EA LA COSTA RIDGE NEIGHBORHOODS 2.J AND 2.4 BEING A SUBDMSION OF LOTS 222. 230, 231 AND 232, OF 1HE crrr OF CARLSBAD mACT NO. 99-04-02, VILLAGES OF" LA COSTA -LA COSTA RIDGE, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STATE OF CALIFORNIA. ACCORDING TO MAP THER£0F" NO. 1 ffl3B, F"ILED IN THE OFFICE OF" THE COUNTY RECORDER ON JULY 14, 2004 I HEREBY DoCLARE THAT TH< DESIGN OF THE' IMPROVE'ME'NTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERl/'JG STANDAffDS ANO PffACTICES. AS TH, oNGJNEoff IN ffESPONSIBLE' CHARGE OF THE' DE'SIGN OF THESE IMPROVEMENTS. I ASS'--C ,ULL i?oSPONSIBLo CHAffG£ FOfl SUCH DE'SIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURo OF THESE PLANS BY INFRASTRUCTURE £/'Kll~EERING CORP., FOff THE VALLECITJOS WATEff DISTRICT, ANO THE REVIEW OF THE' PLANS BY THE VALLE'CITIOS WATER DISTRICT, IS A fffVIEW OF GENERAL COMPLIANCE WITH DISTRICT STANDARDS THIS APPROVAL IS NOT A DETERMINATION OF THE: TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE 11.F'ROVEMENTS. SUCH APPROVAL DOES NOT, THEREFOR£. ffE'LIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEME'NTS. RAYMOND L MARTIN P.E. NO.: 4a670 1 " WATER SERVICE ® MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. THRUST BLOCK (VWD) ◄ 6 SIi PROJECT LOCATION I r' THIS PROJECT IS LOCATED WITT/IN ASSESSORS PARCEi. NIJ/J8£R(S) 22J-721-0t. 223-721-02. 22.}-721-03, AND 223-721-04 ENGINEER OF WORK: 7if;,-u.,..,/ ,:Z,, "1.,_,r/4. DATE: '-,11/or THE CIJ.JF'ORN~ CDORD/1/AIE IND£X OF IH/S PROJECT IS N ____ _,,.,., [ 6268 LEGEND OF ABBREVIATIONS I, I ~ - BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CAUFORNIA COORDINATE SYSTEM -1983, ZONE VI, 19!11.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS BETWEEN STATION VWD-3075 AND STATION l-1!'0-3085 AS SAID COORJ)JNA r£S ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORO OF SURVEY MAP NO. 1 7211, FILED IN THE omcE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. 1£: N 04·55•39• W REfFRENCED BEARINGS FROM OTHER OOCUMENTS/DEEDS MAY OR MA r NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION VWD-3085 IS 0.999939470. GRID DISTANCE -GROUND DISTANCE X COMBINED SCALE FACTOR. TC GB BVC E\/C VPI BC EC HP LP FL DWY FS PRC ST. RT LT PCC TOP OF CURB GRADE BREAK BEGIN VERTICAL CURVE END VERTICAL CURVE VERTICAL POINT OF INTERSECTION BEGIN CURVE ENO CURVE HIGH POINT LOW POINT FLOW LINE DRNEWAY FINISHED SURFACE POINT OF REVERSE CURVE STREET RIGHT LEFT POINT COMPOUND CURVE TW PCR MVC CL BW N.T.S. CTB RP EOP CDS RCP SD KNU cc CB GP/.J WP OF WALL 11 PO/NT CURB RETURN , ,=m •-~ __.R MODIFIED VERTICAL CURVE •~ CENTERLINE J - BOTTOM OF WALL 1 ~ NOT TO SCALE • ,---, ~ CEMENT TREATED BASE ,,___,,gr,...., RADIUS POINT _,~:_~--i'k-r \ EDGE OF PAVEMENT s -",~,1-t"°'. CUL-DE-SAC STATIONING ' -; REINFORCED CONCR£TE PJP[ I ,-...--r STORM DRAIN ~ KNUCKLE STATIONING . ~ I I CENTER OF CUL-DE-SAC \ 7 CURB ~~::;::;;:;_. __ _ GALLONS PER MINUTE ~ FIRE HYDRANT LAYOUT PLA!i._ ~cA:_E: 1 "-S'JO' LEUCADIA WASTEWATER DISTRICT CITY OF CARLSBAD FIRE DEPARTMENT IMPORTANT NOTICE PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER DUDEK AND ASSOCIATES 26514 DA EXP. 03/31/06 REQUIREMENTS: NIJM8£II OF F.H. '5_6_ F.FWW1fiWG.P.U. 0/JT Of_L F.H. 's SECTION 4216/4217 OF THE GOVERNMENT CODE: REQUIRES A DIGALERT IDENTIFICATION NUMB[R BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAi.JD. FOR YOUR D/GALERT I.D. NUMBfR CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 7WO 'NORK/NG DAYS BEFORE YOU DIG • LWD STANDARD DRAWINGS V. W.C. DWG NO. •• AS MODIFIED 8'f THE CITY QF CARLSBAO £NG/NEERING STANDARDS ..,, \IWD STANDARD DRAWINGS ENGINEER or WORK -J SHEET INDEX NOTES AND LEGEND KEY ~p ANO SECTIONS IMPROVEMENTS SEWER LATERAL TABLE SHEET I SHEET 2 SHEET 3-7 SHEET 8 VALLECITOS WATER DISTRICT Approved By: ~,# Preston --L I ewis, P _t__ R.C.E. 45927, EXP. 12-31-J6 )ate: C.·1?-.-{" __________ _ OESCRIPTION: LOCATION: ELEVATION: BENCH MARK IJ.S. C. & G.X. BRASS DISC STAMPED "1<302., 7 93:," IN CONG. MON. POINT LIES 8.5' EASTERLY OF EASTERN BER!yl LINE ON RANCHO SANTA FE ROAD 133 NORTHERLY OF EL[Cm/C TRANSMIS~ION LINE POLE MARKED 7L23011 AND "7Ll3825"AND APPROX/MA TEL Y I.? MILES NORTHfRL Y OF TH£ lNTFRStCTION OF RANCHO SANTA fE ROAD ANO LA COSTA AVENUE. 533,39 NGVD 29 MSL ~ ,J ~ ,:;J,,.J;:." .. /~/4.r _R.LA.;,YsM~O,_N.,D-=-L"---M-'-A-"RT-l-cN==='-------"'"7'r ATE R.C.E. NO. -4867D EXP. 6/3D/06 REVIEWED BY: .~:r;;:_ INSPECTOR /7 8/2~/oa DAfE 1-----+------------------+---+---t---+----I ~ ~TYEN~~~INf !~~~ m DATE INITIAL , _______ _ ----+---t-----lc----+----- M\. bOPe.o lf'!8.\C,ArlCIJ H~~ ¼JO Vi\,._,,,__, <-oe. .... ..._~ DATE ' - lNITIAL ENGlNEER or WOR1 REVISION DESCRIPTION OTHER APPROVAL CITY A.PPROVAL R:\0457\&.Erg \]MproveMent-s \ South\0457ib01.ciwg[ 2QOOJJuri 03 2005:0'):44 PRIVATE STREET & UTILITY IMPROVEMENT PlA.~i F"OR: LA COSTA RIDGE NEIGHBORHOODS 2.3 & 2.4 SOUTH APP~O~D /.LOY J h 8.;IS >t,\ ~I\· , :1,_,_ , , GINEER' RC£"~ OWN BY, -~.,.--I CHKO BY:~?.-•;:!~---, RVWD BY, PROJECT NO. CT 04-03 ~ ------ DRAWING NO. I 420-SB W.O. NO. 2? ,2-101 BIN. I V.W.D. W.0. 205-701 027.806 SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA} MANUAL ON UNIFORM TRAmC CONTROL DEVICES (MUTCD} 200:J E:DITION AS AMENDE:D BY THE: MUTCD 200:J CALIFORNIA SUPPLEMENT, THe CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF}, THESE PLANS AND THE SPECIAL PROVISIONS. :J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRE:SENTATIVE. PRIOR TO INSTALLATION. 4. ANY DE:VIA TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE Fl£LD. 5. ALL STRIPING SHALL BE REFl.ECTIVE: PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED 7WO WEEKS AFTER INITIAL PAINTING. 6. ALL SJGNAGE SHALL BE REFLECTM PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFl.ECTM SHEETING (HIGH INTENSITY OR EQUAL}. 7. PRIOR TO FINAL ACCEPTANCE OF STRrIT IMPROVEMENTS, ALL STREIT STRIPING ANO MARKINGS WITHIN A 500' PER/MITER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO JNSTALLA TION. 9. CONTRACTOR SHALL REMOVE: ALL CONFl.lCTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE: LATEST VERSION OF THE: CALTRANS STENCILS. 11. LIMIT LINE:S AND CROSSWALKS SHALL BE: FIE:LD LOCATm. CROSSWALKS SHALL HAVE: 10' INSIDE: DIME:NSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVE:MENT ARROWS AND PAVEMENT LEGENDS SHALL BE TIIERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 1 :J. FIRE: HYDRANT PAVE:ME:NT MARKERS SHALL CONFORM TO THE MUTCD 200:J E:DITION AS AMENDED BY TIIE 200:J CALIFORNIA SUPPLEME:NTAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSE:S ANO FLARES SHALL BE: PAINTED ~LLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 200:J EDITION AS AMENDE:O BY TIIE 200:J CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIE:D. 16. SIGN POSTS SHALL BE: SQUARE: PERFORATED STEEL TUBING WIT// BRE-1KAWAY BASE: PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHE:N A SIGN IS ATTACHE:D TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MC JNTING BRACKIT WfTH STRAPS. 18. EXISTING S/ONS REMOVED Br' THE: CONTRACTOR SHALL BE: DE:LJVE:RED BY THE CONTRACTOR TO THE CITY OF CARLSBAlJ PUBLIC WORKS YARD AT 405 lh4K AVENUE. 19. ALL SIGNS SHOWN ON TIIE:SE PLANS SHALL BE: NEW SIGNS PROVIDED AND INSTALLED BY Tl/£: CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE R£LOCATm OR TO REMAIN. 20. (IF NECE:SSARY} WHERE Rl SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE: INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, TIIE Rl SIGN SHALL BE 1e·x24• AND THE N-1 OBJECT MARKER SHALL BE 12·x12~ VAJ.T.Er'.ITOS WATER DISTRICT 1. ALL WATER AND SEWE:R UNE:S SHALL BE INSTALLED ACCORDING TO THE CURRE:NT STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITIOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FAG/UT/ES. 2. WATER LINE:S SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE: A MINIMUM COVER OF 5 FEET. :J. CONTRACTOR SHALL NOTIFY TIIE FOLLOWING AGE:NCIES 48 HOURS PR/OF? TO CONSTRUCTION. VALLEC/TOS WAIE'I D/STR/CT .................... 1-760-744-0460 COX COMMUNICATION .............................. 1-800-227-2600 S.D.G. 4' E.. ........................................... 1-800-227-2600 PACIFIC BELL ........................................ 1-800-227-2600 UNDERGROUND SERVICE ALERT. ............... 1-800-227-2600 4. IT SHALL BE TIIE RE:SPONSIBILITY OF TIIE CONTRACTOR TO VE:RIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETIIER SHOWN ON TIIE PLANS OR NOT. AND PROTECT THEM FROM DAMAGE:. THE ACTUAL LOCATION AND DE:PTH OF ALL fX/STING WATER AND SEWE:R LINES IS TO BE VERIFIED BY THE: CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHE:R THE ENGINEER, OWNER NOR THE: VALLECITOS WAID? DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRE CONSTRUCTION CONFERENCE MEETING WITH VALLECITOS WATER DISTRICT PERSONNEL SHALL BE HELD A MINIMUM OF THREE (:J) WORKING DAYS PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT II.IPL Y THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEE:R/NG DE:PARTMENT. 8. ANY PROPOSE:D CHANGES IN THE: APPROVED IMPROVEME:NT PLANS MUST BE REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE: INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE: SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIME:S ON TIIE JOB SITE, AN "AS-BUILT" RE:CORO OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDE:R HIS CONTRACT AND PROVIDE SAID RECORD TO THE £:NG/NEER AT Tl/£: COMPLETION OF THE CONTRACT. THE: ENGINEER SHALL PROVIDE TWO (2) BLUE:LINE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BE:ING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYI.AR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM. 10. AU CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIATE AGE:NCY. INSPECTION OF All WORK IS RE:OU/RED. FORTY-E:IGHT (48) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. NO WORK SHALL BE PERFORME:D IN THE PUBLIC RIGHT-OF-WAY ON SA1URDAYS, SUNDAYS OR LE:GAL HOLJDAYS WITHOUT THE EXPRESS PERMISSION OF TIIE DISTRICT ENGINEER. 11. UNLESS OTHERWISE: SHOWN, SEWER LATERALS AND WAIE'i' SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 1:l, ALL ll'ATf'R Lll'lf'S SHAU. fJf' OUCT/1.f' IRON P/Pt, CLASS JtiO OR AS l'IOTEO, ALL Flro/'IGS ARE TO fJf' PUSH ON, UNLESS OTHE:RWISE: SHOWN ANO APPROVED BY THE: DISTRICT ENG/NE:E:R. All SEWER LJNES SHALL BE BELL ANO SPIGOT SDR:J5 Pvt: PIPE, OR AS NOTED. 1 :J. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VAL ITT. 14. UPON CONNECT/Of>, OF THE NEW WATER SYSTEM TO Tl/£: EXISTING SYSTEM, ALL VAL VE:S ON THE: EXISTING AND NEW SYSTEM SHALL BE: OPERA TEO ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN WRITING A UINIMUM OF 6 WORKING ll-1 YS PRIOR TO A PLANNED SHUTDOWN. 15. ALL ABANDONED SEWER LATERALS SHALL BE: CAPPED AT Tl/£: PROPERTY LINE:. ALL ABANDONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, ANO THE CONNECTION SEVE:RED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE RE:PLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SE:RVICES AS DIRE:CTED BY THE: DISTRICT ENGINE:ER. 16. ALL SEWE:R LATERALS DAMAGE:D OR MODIFIED DURING CONSTRUCTION SHALL BE REPAIRED IN FULL AS DIRECTED BY TIIE DISTRICT ENGINEER. 17. ALL LATERALS SHALL BE CONSTRUCTED TO A U/NIMUM FIVE:-FOOT (5J DEPTH (To TOP OF PIPE) AT PROPERTY LINE AND SHALL 8€ CLEAR OF DRIVEWAYS. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "S" ON THE CURB AND SHALL BE SHOWN ON THE: "AS-BUILT" DRAWINGS. 18. PRIOR TO ACCE:PTANCE OF ANY SEWE:R LINE: BY THE DISTRICT, ALL MAINS SHALL BE AIR PRESSURE: TESTED, FLUSHED CLEAN USING THE ~Al'NE" BALL ME:THOD, AND SHALL PASS A 5,C MANDREL THROUGH THE PIPE. 19. THE DISTRICT WILL NOT SUPPLY WA 7E'i' OR SEWE:R SE:RVICE: TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANll-lRDS AND IMPROVEMENT PLANS HA VE BEEN UU, AND FINAL ACCEPTANCE OF THE: PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS. 20. IF ME:TERS ARE: INSTALLE:D IN SIDEWALKS OR DRIVE:WA YS, METER BOXES SHALL BE OVERSIZED, PE:R DISTRICT STANlh4RO DRAWINGS AND APPROVED MAIE'i'IAL LIST. 21. RE:LOCATION OR EXTENSION OF AN E:XISTING WATER METER SHALL MEAN INSTALLATION OF THE: METER AT A LOCATION IN CONFORMANCE WfTH DISTRICT SPE:C/FICATIONS AS DIRECTED BY THE DISTRICT AND PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE: NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE RE:PLACED TO THE /MIN. BAILS AND SE:RVICE: SADDLES OTHER THAN BRASS SHALL ALSO BE: REPLACE:D. 22. WATER SE:RVICES WHICH ARE: DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL BY A COPPER SERVICE PER DISTRICT SPECIF/CATIONS AS DIRECTED BY TIIE DISTRICT. L WD SEWER NOTES 1. L WO APPROVAL OF THESE PLANS DOES NOT RELIEVE: THE APPLICANT, PRNA TE ENGINITR OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FVR THE CORRE:CTION OF ERRORS AND OMISSIONS DISCOVE:RE/J DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWE:R STANDARDS AND TO THE RE:OUIRE:ME:NTS OF THE: STANDARD SPE:CJFICAT/ONS FOR PUBLIC WORKS CONSTRUCTION (GRE:E:NBOOK) AND THE: REGIONAL STANDARD DRAWINGS, MOST CURRENT E:DITIONS. IN THE EVE:NT OF CONFLICT THE LCWD SEWER STANDARDS GOVERN. :J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY R£QUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE: CONTRACTOR SHALL HAVE: A COPY OF THE SE:WER NOTES 2. ,t :J. DOCUMENTS ON THE JOBS/TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE: OF FINAL AGCEPTANCE BY LWD AND SHALL RE:PAIR OR REPLACE ANY WORK THAT MAY PROVE: DEFECTIVE: IN WORKMANSHIP AND/OR MATERIALS WITHIN THE: ONE YEAR PERIOD WITHOUT EXPENSE WHATSOE:VER TO LWD. 6. QUANTITIES SHOWN HERON ARE: FOR BOND ESTIMATE PURPOSES ONLY. NE:ITIIER THE PRIVATE ENGINEER NOT LWD GUARANTEE TIIE ACCURACY OR COMPLE:TENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE: UNTIL SUCH MATE:RIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING THE: SEWE:R WORK THE: LWD INSPECTOR SHALL BE FIJRN/SHE:0 THRE:E SETS OF CUT SHEETS AND SHALL COMPLY WITH L WD STANDARD SPEC SURVEY REOUIREMF:NTS. 9. PRIOR TO BEGINNING SEWER WORK. CONTRACTOR SHAU SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE: A MINIMUM OF 48 HOURS NOTICE: TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED Fl?OM THE JURISDICTIONAL CITY, COUNTY. AND/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SE:CTION 6705 BY SUBM/ffiNG A OITAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE: OE:S/GN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND OUR/NG TRENCH E:XCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FF:IT OR MORE IN DEPTH. IF THE: PLAN VARIES FROM THE: SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDE:RS. TITLE 8, CALJFORNIA ADMINISTRATIVE CODE, THE: PLAN SHALL BE PREPARE:D BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE: SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SE:WE:R FACILITIES SHALL BE: INSTALLE:D IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWAIE'i' AND MAINTAIN DE.WATERING CONTINUOUSLY UNTIL THE WORK IS COMPLE:TED INCLUDING PLACE:MENT AND COMPACT/ON OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR ARD-S SUSPE:CTEO TO BE WET IN THE FUTURE: SHALL BE: ENCASE:D IN GE:OTEXIILE MATERIAL. SUITABLE GE:OTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DE.WATER/NG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 1 :J. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE: ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLE:DGE, THERE: ARE NO EXISTING UTILITIES EXCEPT TIIOSE: SHOWN ON THESE: PLANS. ATTENTION IS CALLE:D TO THE POSSIBLE EXISTENCE OF OTIIER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE: PLANS. THE CONTRACTOR SHALL TAKE OUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTIIER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE: LOCATION OF. OR Tl/£: E:x/STENCE: OR NON-EXISTENCE: OF. ANY UNDERGROUND UTILITY. PIPE. OR STRUCTURE WITHIN THE UM/TS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDE:RGROUNO SERVICE ALERT (800} 422-41:J:J, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE: POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RE:SPONSIBLE FOR COMPLYING WIT// ALL LOCAL. STATE, AND FEDE:RAL SAFETY RE:GULATIONS INCLUDING, BUT NOT LIMITED TO, TRE:NCH SAFETY AND CONFINE:D SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIE:D SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS £:NG/NEER IN ACCORDANCE WITH ON SITE EARTHWORK SPE:CIF/CATIONS AND THE: LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.} INSIDE BOTTOM OF PIPE. 19. ALL RE:VISIONS TO DRAWINGS SHALL BE APPROVED BY THE L WD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE: PRIVATE E:NGINITR. THE: PRIVATE E:NGINITR SHALL PROVIDE: AS-BUILT DRAWINGS TO LWD FVR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF TIIE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE UM/TED TO 350 FEIT, INCLUDING COLLE:CTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY TIIE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT Tl/£: CONCLUSION OF EACH DAY OR WORK. 22. TIIE CONTRACTOR SHALL PROTECT AU SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYE:O, THE: CONTRACTOR SHALL RETAIN A LICE:NSED SURVEYOR TO RE -ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 2:J. A MINIMUM OF 12 INCHES VERTICAL CI..EARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIE:S. 24. SE:PARATION OF SEWE:R/WATER AND SEWER/RECLA/ME:D WATE:R SHALL COMPLY WITH LWD STD. DWG. S-2 ANO WIT// ALL COUNTY AND STATE HEALTH DEPT REGULATIONS. 25. CONNE:CTIONS TO EXISTING SEWE:R PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF TIIE LWO INSPE:CTOR. NE:W SEWER SHALL NOT BE CONNECTED OR ALLOWF:D TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPE:CTOR, OR AS APPROVED BY DISTRICT ENGINE:ER. 26. ALL SERVICE LATE™LS SHALL BE: LOCATED AT RIGHT ANGLES TO Tl-If SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE: SHALL Bf BURIE:D OVER EACH LATERAL. THE: WIRE SHALL EXTEND UP TO 2· COPPE:R TAG nm AND SOLDE:RE:1) TO THE WIRE. THE: TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOi.E PAVING SUBGRADE: WITH FINAL LOCATION JUST BELOW PAVING. THE: TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE: GRADE UNTIL CONNECTED AND SHALL THE:RE-1FTFR BE BURIE:D AT THE POINT OF CONNECTION. 29. ALL PIPE: SHALL BE: HANOLE:D AND INSTALLED SO AS TO PROTECT PIPE, JOINTS. LINING, AND GOA TING. THE PIPE SHALL BE CAREFULLY BEDDE:D TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SE:TTLEMENT. PIPE SHALL BE PROTECTED AGAINST Fl.OTA TION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALE:D AT ALL TIMES WHE:N CONSTRUCT/ON IS NOT IN PROGRE:SS. :JO. PIPE: JOINTS SHALL NOT BE omECTm UNLESS so DESIGNE:D AND SHALL Tl/EN 8E LIMITED TO LESS THAT ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. :J 1. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER TIIE L WD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE: CONSTRUCTED CLEAR OF DRIVE:WA YS. :J:J. JOB MIXING OF CONCRE:TE IS NOT ALLOWED WITHOUT E:XCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEME:NT. GPK PRODUCTS, INC.. OR APPROi.ED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SE:TTING OF MH RINGS SHALL NOT BE: ALLOWED FOR 48 HOURS AFTER CONCRETE: PLACEMENT. PRE:CAST MANHOLE BASES ARE ACCE:PTABt.E FOR USE: WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWE:E:N MH BASE, SHAFTING. CONE SECTIONS, ANO RING SHALL HAVE: A 2• BY 2• BUTYL RUBBER GASKET PLACE:D WITHIN THE FULL C/RCUMFERE:NCE. GASKET SHALL BE CPS-210 BY PRE:SS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1} BEFORE: BACKFILL, 2) AFTER BACKFILL, AND :J) SUBSEQUE:NT TO ANY SUSPE:CTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLE:D, LOW PRESSURE AIR TESTm, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE: PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE: BY LWD. AIR TEST SHALL BE: DONE AFTER CONSTRUCTION OF ALL OTHER UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE: IN PLACE: AND SHALL HAVE: FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4-FEET DIAME:TER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD OWG S-:J. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LWD STD DWG S-4. 40. MH'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE: UN/NG SYSTEM PE:R SECT 500-2 OF THE: GREENBOOK FOR 1) ALL NEW MH'S ON SEWERS 75• OR GRE-1TER; 2) ALL MH'S WITH INLET PIPE SLOPE 5,c OR GREATER; :J) ALL EXISTING MH'S WITH NEW CONSTRUCTION; AND 4) ALL MH'S WITH 1,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY SE:WER. POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS ONE LENGTH OF POLYETHYLENE: TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT FIGURE 1, INSTALLATION METHOD A N O TE s 4.:J.1 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVE:S, AND OTHER APPURTENANCES SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA C105/A21.5-9:J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM POLYETHYLENE WITH BOT// ENDS SEALED AS TIGHTLY AS POSSIBLE WITH ADHE:SIVE TAPE OR PLASTIC TIE: STRAPS AT THE JOINT OVERLAP. PLACE CIRCUMFERENTIAL WRAPS OF TAPE OR PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP MINIMIZE THE SPACE BETWEE:N THE POLYETHYLENE: AND THE PIPE. 4.3.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIPE SHALL BE BY METHOD A. SUBDIVISION BOUNDARY 4.:J.2. 1 METHOD A (REFER TO FIGURE 1 ): CUT POLYETHYLENE TUBE TO A LE:NGTH I 243 PER DWG 420-5 APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP THE TUBE AROUND THE PIP£, CENTERING IT TO PROVIDE A I-FOOT (0.3 m) OVE:RLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION FASHION LENGTHWISE UNTIL IT CLEARS THE PIPE ENOS. LOWER THE PIPE INTO TH£ TRENCH AND IMKE UP THE PIPE JOINT WITH THE PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST 8£ MADE AT JOINTS TO FACILITATE INSTALLATION OF THE POLYETHYLENE TUBE. AFTER ASSEMBLING THE PIPE JOINT, IMKE THE OVERLAP OF THE POLYETHYLENE TUBE. PULL THE BUNCHED POLYETHYLE:NE FROM THE PRECEDING LENGTH OF PIPE, SLIP IT OVE:R THE ENO OF NEW LENGTH OF PIPE:, AND SE:CURE IT IN PLACE. THEN SLIP THE END OF THE POLYETHYLENE FROM THE NEW PIPE SECTION OVE:R THE END OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF THE PRECEDING LENGTH OF PIPE. SECURE THE OVERLAP IN PLACE. TAK£ UP THE SLACK WIDTH AT THE TOP OF PIPE TO IMKE A SNUG BUT NOT TIGHT FIT ALONG TIIE BARREL OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS. CUTS, TEARS, PUNCTURES, OR OTHER DAMAGE TO THE POLYETHYLENE SHALL BE REPAIRED AS DESCRIBED IN SECTION 4.3.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION OF PIPE IN TIIE SAME MANNER. 4.3.5 REPAIRS. REPAIR CUTS. TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLE:NE WITH ADHESIVE TAP£ OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE CUT OPE:N, WRAPPED AROUND THE PIPE: TO COVER THE DAMAGED AREA. AND SECURE:D IN PLACE. R/W 56' GENERAL UTILITY EASEMENT 10' MIN. 6 5' 4.5' ~~ ');·' FIRE HYDRANT 28' 18' 18' 6" TYPE G CURB AND GUTlfR I PRNATE STREET LIGHT R/.W 28' 10' 3'* 5' 6" .\ "'1-1; !.lS.- 4" A.C PAvrMENT AND 4• BASE (MIN.} SEE STREET NOTE 1 • J' M1HIMUltl SE:mACK 1V H<M lt/AJNrA/N£D SLOP£ OTHERWISE IVP /TOE IS AT RIGHT OF WAY LINE Tl=4.5 CUL-DE-SAC Tl=5.0 LOCAL STREE75 PRIVATE LOCAL STREET SIT/O CORDERO, CORTE PALOMA & PORTION OF SIT/O MONTECILLO (STATION CDS -24+51.62). N()T TO SCALE R/11' 60' GENERAL UTILITY EASEltlENT-""';c===::::a-, JO' ... 10' M/N. 6 5' 4.5' 20' 20· 6" TYPE G CURB ANO GUTTER JO' PRIVATE STREU LIGHT R/.W / PER DWG 45,-5 PER DWG 420-5 242 ! ~-- WATER TEST SITE 10B WATE:R\ TEST \ SITE 32. '---\, ,os \ 0 OS ,t Nl---.,h.-,,:cR 1 1 KEY MAP 106 200 63 \ \ 107 '-,. =---~. ~ 61 --r~lG 4];:; \ I/ Irr 56 I 60 59 5B 57 , 55 49 ________ ., 0 200 SUBDIVISION BOUNDARY SCALE 1 '= 200' lit~• Mil-llf-14-" =n:.J:>C.I"'. To \.lOA ~ur,i,.i i...eo ~ f't:. or..\eR,.U1:::,e T'"'P;'roe. 10 ~ ~•-rr o"" ......_.,.. LEGEND ~~ 'l< \ FIRE HYDRANT 4• A.C PA vrMF;NT AND 4' BASE (It/IN.} SEE STREET NOTE 1 1!=4.5 CUL-OE-SAC Tl-5. 0 LOCAL S7'1E:E75 PORTION OF SIT/O MONTECILLO (STATION 25+ NOT TO SCA/ • .E re,;-e.7. e.L] Pt >-~ 1,C MIN. SWALE /---',,, PL I \ i I :!, i;:,.oL.e.11 f"A\lei--,e.ur oec::-11<:>\,J iee.cot-1Me.L-1~1.:>\..IO ",;'1161f)IVISION BOUNDARY RIG T OF WAY '11C.AF!-t;. LO:::-O.IIOU U • .JCe)<. (·fl) ~ ~-<>T'A ... +~.,... lf><-&o '!!:.o '""'--<:>t-1A·-elT"A. l'=>+?x> Tl> 1<..+6<> SO ~IT°IO ~U...0--• ru.+<!Olb~ S.o S.o !5o .b6!'14.-L-T GI 6"'6~- ~i"e OC:C,fi' o/tA'"T""E, (11 !Cleo) e.ooe(IL ""I 1eo) FIRE -+ + -+ + -+ 5 s NO. YDRANT 0 [XX] Q--a = ===D=== = -v- "''° 4 N (DOUBLE: STREET NAME SIGN) 1-1 (STOP SIGN) -A. ,..... Ji'. w.n,,......:· AS7Rl[JL'T'll. W14-1 (DEAD END} W/4-2 (NO OUTLET) V.W.D. DATE (SIGNATURE) ENGINEER OF WORK RAYMOND L. MARTIN P.E. NO.: 48670 DWG NO. - i I I I XTO TYPICAL SWALE" FUTURE DRAIN BO CONNECT TO SIDE'M UNDERDRAIN PER GRADING PLAN MY REGISTRATION EXPIRES: 6-30-06 ~◄✓ol"/4~ DISCIPLINE R.C.E. ,his- 'bATE ONO L. MARTIN ' r- l -·-·-I ' , / TYPICAL SIDEWALK UNDERDRAIN DETAIL NTS NOTE: EVE:RY LOT SHALL "4VE 1 DRIVEWAY, 1 WATER LATERAL, 1 SEWER LATERAL. AND 1 SIDEWALK UNDE:RDRAIN. LOCATION OF SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS. HUNSAKER & ASSOCIATES SAN DIEC.O,. INL PLANNING 10179 Hi,emekens Strett ENGINEr~INC San OiegOt Ca IJ2121 SURV ONG PH(05$5M500 · FX(058)558-1414 'Al..)( PRECISE R.C.E. ND. 48670 EXP. 6/30/06 VALLECITOS BENCH MARK "AS Bl.llLT" WATER DISTRICT DESCRIPTION: IJ..S. C. & G.X. BRASS DISC STAMPf'D ~.J&kb 'K302., 1935" IN CONG. MON. d..e,_ LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ob[~Lab BER¥ LINE ON RANCHO SAN/A FE ROAD , ' 133 NORTHF:RL Y OF ELECTRIC R~IO EXP. c,(,/t>o/,o DAT[ Approved By: TfliANSMIS~ION L!l;if POLE MARKED .,.... 1 Preston H. Lewis, P.E. .·.' L23011 AND L13825" AND · APPROXIMATELY 1.2 MILES NORTHtRLY REVIEWED BY: R.~.c. 45? EXP. 12-31 -06 OP THt /NTPRSECT/ON or RANCHO Date ,~,z-., SANTA FE ROAD AND LA COSTA AVPNUP . . ---~ 11/a.~;o .. / -· ., ELEVATION: 533.39 NGVD 29 MS/_ INSPECTOR "f) DATE I SH;ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT PRIVATt-. STREET & UTILITY IMPROVEMENT PLANS FOR: LA COSTA RIDGE NEIGHBORHOODS 2.3 & 2.4 SOUTH -~ AP~).ED \LLj..r,t~BS e,l-v. 'o.r ~1"1/ D.;- i CITY'-! NGINEER RCE EX v5 ;-DATE ..-.!at,/<'!!> R.1..-M Iii-,.,,...0.,11...T' - DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY; g~ CT 04-03 I 420-SB REVISION DESCRIPTION RVWD BY: ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL R: \ C 4 5 7 \~Eng\ I Mpr:J veM en ts\ Sou tn \0 4 5 7ib 02. d wg[ 19 35 J Mo. y-16-2 00 5 :09=5 7 W.O. NO. 2352-101 BIN: V W.D. W 0. 205-701 100605 I\) 0 -00 0 i .,::i. I\) 0 I c,, OJ / r ____ --c--_ ------------------------·- - ---r ____ -L:··------------>---- . --------------__ : :: -0----- CENTERUNE DATA : BEARING/DELTA RADIUS LENGTH REMARKS 1 N 3°50'20" E 97.65' 2 23'24'40" 500.00' 204.30' 3 N 2r15'00· E 173.57' CURB DATA □ BEARING/D~LTA RAD/US LENGTH REMARKS 1 208"06'20" 38.00' 138.02' 6" TYPE G C&<G 2 N 3'50'20" E 97.65' 6" TYPE G C&<G 3 23'24'40" 518.00' 211.66' 6" TYPE G C&<G 4 N 2T15'00" E 139.02' 6" TYPE G C&<G 5 N 26'12'29• E 34.56' 5• TYPE G C&<G 6 N 2T15'oo• E 173.57' 5• TYPE G C&<G 7 21'41'28" 482.00' 182.48' 6" TYPE G C&<G 8 29·49•32• 100.00' 52.06' 5• TYPE G C&<G 9 N 24·15•00· w 50.00' 6" TYPE G C&<G VWD WATER DATA l BEAR/NG/DELTA RADIUS 1 N 3'50'20" E 2 23'24'40• 489.00' 3 N 2T15'00" E LENGTH REMARKS 10 1.96' 8" DIP CL-350** 199.81' 8" DIP CL-350** 173.57' 8" DIP CL-350** •• WfTH POLYETHYLENE WRAP PER DETAIL ON SHEET 2 LWD SEWER DATA ) BEAR/NG/DELTA RAD/US LENGTH REMARKS N 3'50'20• E 8• PVC SDR-35 l-IUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENQNEERING San Diego, Ca 92121 SURVEYING PH(858)S58-4500· FX(858)558-1414 f--------.. 1 1 815 HGL ZONE --" -·:: __ :_1___ ------- -1 :::::: :::::: :::::: ::::::::: . - --, -- --------------·::.:: -------f------------ fl'_ ( 12 V.W.D. "AS-BUILT' 20' LWD SEWER EASEMENT PER DOC 2004-0240354 DATED MARCH 23, 2004 ) I SIT/0 MONTECILLO (PRIVATE) .. 16 M" ' . 24+00 6 - 1/ 25+00 5 20' SEWER EASEMENT PER DOC 2004-0240354 DATED MARCH 23, 2004 VWQ NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SU BG RADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. 40 0 40 80 ----- SCALE 1'= 40' NOTE: EVERY LOT SHALL HA VE 1 DRIVEWAY, 1 WATER LATERAL, 1 SEWER LATERAL. AND 1 SIDEWALK UNDERDRAIN. LOCA TTON OF SIDEWALK UNOERORAIN TO BE SHOWN ON "AS-BUILT" PLANS. 120 V. w_o. DWG NO. ENGINEER OF WORK R~:t:?.uL di~ R.C.E. NO. 4B670 EXP. 6/30/06 "AS BUILT" ~£~L RCE -tb<'.170 EXP. c;G,/e,0/10 , ' REVIEWED BY: INSPECTOR J ---7,::;::,;:,, DATE a/zr-/06 DATE 1---f----+-----------+---+--+--+-----1 I SH~ET I .c_1_TY----=c..cco=F=c=-cA=R=L=s=s-'---A-D_ _ ENGINEERING DEPARTMENT I SH~ETS I PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK LA COSTA RIDGE WATER DISTRICT OESCRIPTTON: l,!i<]62,&1fli,. ~fSA~bNf!.S7,;JJ_AMPED NEIGHBORHOODS 2.3 & 2.4 SOUTH LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN l------+---+-----------------+---+---+-----1----1 J BER" LINE ON RANCHO SANTA FE ROAD1-----1---+~----------------+----l---+--+------l I AePf3?VED LL OY/]fl /r/UBBS Approved By:ft• f~:J,~l'/JJf{,1-/fifl~N~FP~ZfCl:J~KED . ,.,._~e, l<'Li-1 1"'-M>-OLI"--T I ?sb\ [\. J\J\I\ · /4 0~ ~!,,fa, "r(7/DJ 1-----~(~Sl~G~NA~J"U~R~E') -----DATE ______ , Pre~onH.Lewis, P.E. '7L23011 AND 'tLI 3825" AND ~°"~' hO~h~E,~~fel_.h~~gl7i\~1 ~:ze.;~v~,o~e~,~~~ref'..~~=:::=::::==~======t/~,-j,,~ ... ~f~~~:::t,.~·? /2J-''''~c,-·t~~r,,~,~c~:}=J)E1N~G~IN_l~t _fE!R~1R~C~E~~2,3Mt9~~~~~~;;~Egx~c;~-;§~~-~ c5_~=-=-~_j_btA~TJE~ RC E 45927 ?p 12 3 1 06 APPROXIMATELY 1.2 MILES NORTHERLY D"ljo<1/os 1'cLM 11\f!l:-Vtoe, -':ti--.!"'-"'-,+-Ofe.1vE.UA.Y~ /1//¢f,,.,-1.At-"-C> ·• '-~ /'A.,/ ~ ~ RAYMOND L MARTIN 8670 · · · ' · --OF THE INTERSECT/ON OF RANCHO ,u, -DWN BY:-~--~ PROJECT NO DRAWHG NO. ----~===-c=-·-=-='-'------P.E. N0.:_4==--1 Date.:_ ----~lr--J,1L1~--~~J-~------SANTA FE ROAO AND LA COSTA AVENUE.,_=DA-"T-=-E___,_-'IN-"IT-"IA-=L'-< DATE INITIAL DAE ITIAL CHKD BY: 12,!S . 1..:M:_Y:.__::R:.:E:::G:::IS::_:TR_:::A:_:TI::,O::N:__::EX::P...:l:_::RE:::S'.:.:==6~3~0~0~6==--=D:::IS::::C:'.'.IP_:L:'.'.IN::E=-=='R=.C=-=£=. =I...------------------....I.-E-lEV,_i-'I_T1_o_N_: __ 5_3_3_.3_9_1v·_,_vo_2_9_M_s_L _______ _._E_N_G_1N_E_rn_o_F _w_o_R...1... ____ R_E_v_1s_10_N __ 0_E_s_c_R_I_P_T_lo_N ____ ...1...o_r_H_ER_A_PP_R_a_vA_L...J._c_1r_Y_•_P_P_Ro_v_A_L...1.::R=VW::_D"--_--"B~Y_=~_=_=_==="' ~--C_T __ o_4_-0:_3 __ ~ 420-SB R: \ 0 4 5 7 \ 8. Eng\ I ripr o v e Men ts\ South\ 04 5 7 i b Cl 3, d w g( 20 00 J Jun -05-2005: 2 0: 0 9 W 0. NO. 2352-101 BIN: V.W.D. W.0. 205-701 ) 091708 (,.) 0 - 0 :E (i) .a::. "->. 0 I 0, 0, • ----_, __ _ :::::: :::_::;: ---------------___ ::: •• • J ' TC CL I ( __ - ------ -------__ ::::::::: ___ ::_::::[: ... . ----__ J ----!----------------1------UNLESS OTHERWISE SHOWN ------ ---I----i------_:c ·::_ ~~-= -1............ J '··_·_ --------____ )+-1·· --+.-:::-+:: _===_:::,_:=:_···+----I ......• 11.-.-.-,·:· .··••••·· .. ·•·•·1·· ... ····· 11···.···.··.· .• ···.~.: .•.• •.· •• ·· f·,t·····.···.· I I··.· •• ·.· .• ·. · .•• ·.· .••. 1:::,==c1~~-,··_· ·_··:c··:c··:c· .:c. l'···:c···t··:c· :c···:c···:c···r· . . ... • I •· ! . : l=r·=···+· ·· ___ ···1· ·-·•···· ·.·.1·•······ --h-hl -:-···=-··•·_···_••·•;1_••·~,,~i··:::c···~···~···f··;··•r1••_···t· 1--:-t I I· . '···.· .. ·.··.·.. .................. I + . ···~ ····· · 1····4·.·.·.·.C·. • lc___t...:t1__:_·.:::j···· +····· •',•• , ........ I •I••····· • I . .. L . • . . .• f .. I ·· J---+-l=-'- 1-------------- ------------==-----------1 --------::------j--j i I-~ i:::::: -+~ I" --:::t: :-·----1••·········•1•••/--, __ ···/····•·•·· 1······· ·q--:::::: _____ J __ -I+ ·•· +f . ··1------·------;;:~~:;:----------------------------i-::·:-~:·:---------------------1------ --1---+ _,_ -· ----------L -------------::_,::·----;--:••··•·•• .. • , ••• ; .. -... +j---.. i.::.+:::.+:::.==i •i·•=j__!-,•-•·•1-c••·=·••1cc•••=·••·~••·=••··1cc••••c)·~ i;jl~~;-~ ········· · . ··. rop op is J6= 1:;i, 1 . 1 •····· --·· , , ,,re: i j --+-~ :~----------------~ - -------------------------- CENTERLINE DATA l J BEARING/DELTA RADIUS LENG1H REMARKS 1 N 2T15'00" E 70.15' 2 32"01 '00" 600.00' 335.28' 3 N 4"46'00" W 42.29' CURB DATA □ BEARING/DELTA 1 N 2t"12'29" E 2 30."58'30" 3 N '4"46'oo • w 4 N 4"46'00" W 5 28"42'44" 6 86"41'44" 7 90·00·00· 8 N 2T15'oo· E RADIUS 580.00' 620.00' 30.00' 30.00' LENG1H REMARKS 80.71' 6" TYPE G C&G 313.56' 6" TYPE G C&G 42.29' 6 • TYPE G C&G 42.29' 6 • TYPE G C&G 310.70' 6" TYPE G C&G 45.39' 5• TYPE G C&G 47.12' 5• TYPE G C&G I 1.52' 6" TYPE G C&G VWD WATER DATA I I BEARING/DELTA RADIUS 1 N 2T15'oo· E 2 0"02'38" 611.00' 3 31"58'22· 611.00' 4 N 4"46'oo· w HUNSAKER & ASSOCIATES SAN DIEGO, INC. Pt.ANNING 10179 Huennekens Street ENONEERlNG San Diego, Cr 92121 SURVEYING PH(858)558-4500 · FX(es8)558-1414 LENG1H REMARKS 70. 15' 8 • DIP Cl -350** 0.47' 8" DIP Cl-350** 340.96' a• DIP Cl-350** 37. 40' 8 • DIP Cl -350** •• WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 2 17 20' LWD SEWER EASEMENT PER DOC 2004-0240354 DATED MARCH 23, 2004 5 NOTE: EVERY LOT SHALL HA VE 1 DRIVEWAY, 1 WATER LATERAL, 1 SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS. V.W.D. "AS-BUILr' ,-----~====-----DATE ______ , (SIGNATURE) 1 _____ RA_YM_O_N_D_L_. _M_A_RT_IN ____ P.E. N0.:_48=6~70~-I Approved 26+00 27+00 28+00 1 3 & V ' 30 SITIO MONTECILLO (PRIVATE) VALLECITOS BENCH MARK WATER DISTRICT DESCRIPTION: l/,/§82:&1fffs .. ~!JAg:gN9!.S7.iJJ_AMPED LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN 29+00 ---------------,--- --------------------------_ -_____ -, ---:::::: __ ---__ : _____ ---__ r : :r ------------------------------------- •• • •• • •• • • • • • • •• • •••• •• c. I VWD NOTE· NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. 40 0 40 80 ----- SCA LE 1•~ 40' -----------------------1--- -------------- -----------___ -____ ---f_:_-~- ----------1--- ----------------------------------",----------·:::: ~ 1--t---' ------------------------- ~ - -----------::::: :::::_; __ :_ +,--+--- i _--- ----,--- -----------------_··-1'-1--+-.-___ t_:_:::-: ---------------------...... I . · ·· ··1 -------------.. .. ------------c-. y - 120 V.W.D. DWG NO. ENGINEER OF WORK ~~~ &M, RAt«>LtiARTIN . DATE R.C.E. NO. 4B670 EXP. 6/30/06 REVIEWED BY: __,.--7 ..., ;.-,,, INSPECTOR "AS BUILT" V -4~:C EXP. o<.,/'?Jo/io / J =loo/oe, I J DATE ,e/a ~-;01 DATE I l----+---C------------+---+---+--+-------.11 SH4EET I ~C_I_T_Y_O_F_C_A_R_L_S_B_A_D~ I SH~ETS I _ ENGINEERING DEPARTMENT 1-----+----+-------------------+----+----+---+---I PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR: LA COSTA RIDGE ~---+---+-------------------+---t---tt---t---J NEIGHBORHOODS 2.3 & 2.4 SOUTH BER¥ LINE ON RANCHO SANTA FE ROADt---,--.-+-::----h-----------------t---+--t----t----t Pg_OVED LLO r'D,_HUBBS I I 133 NORTHERLY OF ELECTRIC iol',/oe,/<t ~L..H &"6-0UIL.T" {i¥ .\"\ K. ~I\ '~--= ~~ ~ f' 'I_ {7 /l>) By:. ~-F'~ . ~~~•~-~-~----TRANSMISC:/ON LINE POLE MARKED ...-'}-" 1 /--~ ~ "TL230 7 7" AND •:1 13825" AND 09/09/0e> R.LY1 /1\R.e-vltt->-IA.n:.f".. //•?• .. , 'g° 1-' ' A.4Fr. ENGINEER Re• E•P 'l;u 1 -05 .. 'DATE ~'.~1JO/n!t~2t w~~PP.~2-31-r6 trr~~P1~ffk1Ebifof!1i.Jl t:P/!lt!§RLY os/oct/o6 "'-'-->--1 l;,\,ee.v,c,e -<cewei'-. ... OR,~w.,,,._y~ rt/lo/Df" li> ;. -., ~D_W_N_B_Y_: =::;;::==--PRC,JECT NO. I DRAWING NO. Date,: ____ _,,V;,.~·-2._-11-=-.l--------~ SANTA FE ROAD AND LA COSTA AVENUE.,___DA_T_E~_IN_IT_IA_L_, DATE INITIAL DATE I iilAL CHKD BY: .. t<,T CT 04-03 420 SB ,·::.:....:.====c...===============c....:==========l--------------------.L.~-LEV,_,1_n_o1··· -~5'.::3~3~-:3~9~N~G~V.~V'.._:2_:'.9.!:.M:S~L-------~EN~G~1N~E:E:R~o:r~w:o~R'.1. ___ ~R:E:V~l~S~IO=N~D~E:S~C:R=IP_T~l~O~N:_ ___ _l~DT~H~E:R~A~P~PR~a~v~AL:J_c~1:1Y~-~AP~P~R~ov~A~L.J..:R::v::w::D:::B::Y:::'====-=========::::._~i·==::-==:J _MY REGISTRATION EXPIRES: 6-30-06 DISCIPLIN E R.C.E, _ R,\0457\&Eng \ lMproveMents\Sc ,th \045 7 ib04 ow;: 1935]Mo y-16 -2005,16•36 W.O. NO. 2352-101 BIN : ·r V.W.D. W.0. 205-101 \ I 09 1708 020306 00 0 ~ (i) ~ I\) 0 I 0, O:,·' J BEARING/DELTA 1 N 72"20°00" E 2 29°05'00· 3 N 78"34 ·oo· w 4 90·04•00· 5 N 11°30°00" E 5 74•15•00· 7 N 52°45'00• W □ BEARING/DELTA 1 194"58'49" 2 N 72"20'00" E 3 25"34'01 • 4 24·57•12· 5 145·30•21· 6 2r57•10· 7 N 11"30'00" E 8 74·15•00• 9 N 52•45•00· w 10 N 62"45'00" W IT 74°15'00• 12 N 11°30'00" E 13 95·41•44• 14 38"27'05" 15 N 5T21'1 1" E , I BEARING/DELTA 1 N 02·45•00· w 2 74·15•00· 3 N 11"30'00" E 4 N 33°30'00" W 5 N 78"30'47" W 6 29°09°13" 7 N 72"20'00" E Q BEARING/DELTA 1 N 72"20'00" E 2 29°09'13• 3 N 78"30'47" W 4 N 11"30'00" E 5 45·03•49• CENTERUNE DATA RADIUS LENGTH REMARKS 22.47' 200.00' 101.58' 18.08' 50.00' 78.50' 155.75' 200.00· 259.18' 110.70' CURB DATA RADIUS LENGTH REMARKS 38.00' 129.32' 5• TYPE G C&:G 22.47" 5• TYPE G C&:G 218.00' 97.28' 5• TYPE G C&:G 50.00' 25. 13' 5• TYPE G C&:G 60.00' 153.42 ' 5• TYPE G C&:G 60.00' 29.27' 5• TYPE G C&:G 132.53' 5• TYPE G C&:G 182.00' 235.86' 6" TYPE G C&:G 62.70' 6" TYPE G C&:G 61.78' 6" TYPE G C&:G 218.00° 282.51' 6" TYPE G C&:G 166.42' 6" TYPE G C&:G 32.00' 53.45' 6" TYPE G C&:G 100.00· 67. 11' 6" TYPE G C&:G 50.00' 5• TYPE G C&:G VWD WATER DATA RADIUS 211.00· 189.00°• LENGTH REMARKS 99.70' 8" DIP CL-350•• 273.44' a• DIP CL-350•• 183.72' a• DIP CL-350•• 31.13' a• DIP CL -350., 34.93' a• DIP CL-350•• 96. 17' a• DIP CL-350•• 22.47' a• DIP CL-350•• • USE 9' PIPE LENGTHS •• WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 2 LWD SEWER DATA RADIUS LENGTH REMARKS 27.47' a• PVC SDR-35 200.00· 101.77' a• PVC SDR-35 57.95' 8" PVC SDR-35 215.74' 8" PVC SDR-35 200.00· 167.77' 8" PVC SDR-35 PRIVATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 6°04'32" W 5.25' 18 • RCP 1350-D• 2 N 22"41'36" W 46.75' 18" RCP 1350-D• 3 16"57'57" 211.00· 62.48' 18" RCP 1350-D•• 4 N 78"34 ·oo· w 16.07' 18" RCP 1350-D•• 5 86°25'42" 63.oo· 95.03' 18 • RCP 1350-D., 6 N 11"30'00" E 158.75' 18" RCP 1350-D 7 35·30•44• 187.00' 119.17' 18" RCP 1350-D 8 35·30•44• 187.00' 119.17' 18" RCP 1350-D 9 N 52·45•00· w 46.78' 18" RCP 1350-D 10 N 2T15'oo· E 29.25' 18" RCP 1350-D • WATERTIGHT JOINTS ALONG ENTIRE PIPE REACH •• SEE PROFILE FOR LOCATION OF W~ TERTIGHT JOINTS 1 "=8' 9+00 10+00 1 1 -'--1 " 12+00 13+00 --14+00 15+00 16+00 FOR SEWER CONTINUATION SEE SHEET 6 23 V.W.D. "AS-BUILr' 1-----~====-----DATE ------1 (SIGNATURE) ____ _,RA=YM=O'-'ND:c_:L=.. _,Mc:A.::_RT=N'------P.E. NO.: _48~6~70~-, MY REGISTRATION EXPIRES: 6 30 06 DISCIPLINE R.C.E. Approved VAL LECITOS WATER DISTRICT By: ~f Pres~Lewis, P.E. ill R.Cj . j-5927, EXP. 12-31-06 Date:~----Jf,.t1--'f-f--,.2-'~f1'-lr------~ VWQ NOTE· NEW STREETS SHALL BE CONSTRUCTED TO SUBGRAOE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. ... 27 "' + "' '-" ~ fl'. -,/-...__./,.._ _ _., ' ' "'--~--J-.::::0~ WJO c:<: I IE I'-ue>E'Mel-!f tz-.eG. c:e-01-05 0oc-LOO'=>-<XhZ.~>UC> .~ ·. .PLANNING ENGINEERING SURVEYING NOTE: EVERY LOT SHALL HAVE 1 DRIVEWAY, 1 WATER LATERAL. 1 I SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF-. I SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLAN~ 4 0 HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huemekens Street San Diego, Ca 92121 PH{858)558-4500· FX(858)558-1414 ' 0 4"-0 ___ __:80 120 ' SCALE 1 '= 40' V.W.D. DWG NO. ENGINEER OF WORK ~,ad (/2,/4 ~TE R.C.E. NO. 48670 EXP. 6/30/06 RCE 4t,L."7o EXP . ov{e,o(lo , j REVIEWED BY: INSPECTOR oe/oe,/oe, • DATE e /zr/o e DATE SIT/O CORDERO (PRIVATE) l---+--+--------------f---+--+--+-----1 I SHsEET I.c_1r_Y~o_F~C~A=R~L=s~s_A_D~ I SH~ETS I DESCRIPTION: LOCATION: ELEVAT!( V: BENCH MARK f/...S. C. c,: G.X ... BRASS 0/SC STAMPED K302., 1935 IN COiv~. MON. _ ENGINEERING DEPARTMENT PRIVATE STREET & UTILITY IMPROVE.ME.NT PLANS FOR: LA COSTA RIDGE NEIGHBORHOODS 2.3 & 2.4 SOUTII POINT LIES 8.5' EASTERLY OF E.ASTE.RN l-~-1.---,+---+-,..~----------------+---+---+--+----I~=====================; BER¥ LINE. ON RANCHO SANTA FE ROAD'~T,0:::6~•":.::a>~~.Z.2'-'4~'--f~At>=-,:.=,::::1:::'--•~,-----.,------,--,:-------,---+,....,,---c-h..-..--l---,c--.+-----,-J APP,_R9Y..ED ,. LL •Q YD k/U BS ?JiNs'f2f{t!fJILJNfF /f)if CWJ..~KED 1="'::c~/Jl_!"t,/,t"'est--4.'::Ru-1:':::_-'--lf'.;5;;,~.=t>-ClOe.0~~:::..:1~"'-:J:f<.:"ie.c..;,;,:.-1:r-"'""-"::'.1 _r:M~e:::1:r...'.e.'::'~::::::i_:VLJO~~---l!t~-1~1-o<.~~__.,1.~r.~-J.4, ~-~ '-~~~-~-'»'.! )oh ' -J', d\ )\ u .. -~ ., ,~. / ., DATE "rL23011 AND ":LI 3825" AND l=°'~VE.'""'~/0:c"":..j._.".'Ru-"\c::'::'..__j!L,µ''\ c:""-':'''::'J.cl=.:'°:.':-'-""::"':':r,."°e:,e."::._ __________ ___jµ/,~'/-'/2:;•~~1_>'--1-,<;~--J.l~'l,1,),/_.,.,.,f:'.L~•!JI-~' CIT~ ..ifNGINEER RU , li:8 EXP 1]5 ll5 APPROXIMATE.LY 1.2 MILES NORTHERLY b<\lo')ios RU-1 1\ RJC,v1<:>e-~ ... Cf"J'-""-'--""Yo 11(10(0$ ,dL"{;II ; /, .• , ..-'JA~-• ------------------OF THE. INTE.RSE.CTION OF RANCHO DWN BY:----PROJECT NO. DRAWING NO. SANTA FE. ROAD AND LA COSTA AVENUE.. L-..::.DAcc.Tc::E_L.CCIN"'IT"-IACCL_, DATE INITIAL DATE IN~IAL CHKD BY: _,,&.a!.'.!'..__ CT 04-03 420-5B 533.39 NGVD 29 MC:L ENG"CER OF WORI REVISIO N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R 1 \ 04 5 7 \ 8. Eng\ I Mpr o v e M '2 n ts\ South\ 0 4 5 7ib0 5, olw g[ 2 0 00] Jun-05-2005: 2 0: 06 W.O. NO. 2352-101 BltJ: V. W.D. W.0. 205-701 091708 07.2B06 (J1 0 -00 C :E (i) .r:::a. I\) 0 I 0, OJ ) \ ) ) 1 2 3 4 5 6 C) 1 2 3 4 5 PLANNING ENGINEERING SURVEVINC LWD SEWER DATA BEARING/DELTA RADIUS L£NG1H REMARKS N 52'39':JJ" E 60.42' 8" PVC SOR-35 N 78'50'53" W 81.75' 8" PVC SOR-35 14'17')1 • 200.00· 49.86' 8" PVC SOR-35 N 64'33'51 • W 56.59' 8" PVC SDR-35 N 74'03'24" E 32.12' 8" PVC SOR-35 19'46'56" 200.00· 69.05' 8" PVC SDR-35 PRIVATE STORM DRAIN DATA BEARING/DE:LTA N 64'33'51 • W 41'22'45" N 74'03'24" E 59'29'58" N 14'33'26" E HUNSAKER & ASSOCIATES SA~ DIECO, INC. 10179 Huemelens Street San DiEgo, Ca 92121 PHIB>e l5.S8-4500 • FX(ls8)5511->114 RADIUS LENG1H REMARKS 95.95' 24" RCP 1350-0 45.00' 32.50' 24" RCP 1350-0 39.13' 24" RCP 1350-0 45.00' 46.73' 24" RCP 1350-0 16.18' 24" RCP 1350-0 490-_] .. ----------+--------41q -----------------~-------- V.W.D. "AS-BUI Lr' {SIGNATURE) DATE RAYMOND L MARTIN P.E. NO.: MY REGISTRATION EXPIRES: 6-JD-06 DISCIPLINE IIWQ NOTE; NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLAllON OF THE PUBUC WATER OR SEWER SYSTEM. 48670 R.C.£. NOTE: EVERY LOT SHALL H-IVE 1 DRI-AY. 1 WATER LATERAL, 1 SEWER LATERAL, ANO 1 SIDEWALK UNDERORAIN. LOCATION OF SIDEWALK UNOERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS. 18 r-.: 470-~ Approved 70+00 20' LWO SEWER EASEMENT PER DOC. ~5-r?'.rl5:? ..._l..!? DATED ce,-01-015, 70+60.42 SWR MH NO 7= LWD MH NO: ... J, ~ ..J 815 HGL ZONE ------PROPOSED GROUND OVERSEWFR 18J..2() / 0 -1. WER LIN£ &- EX MASS G £ OVER SEWEi ' i 8" DIP ~--:;, 484.63 jp HG!, I 96,17 F. 8" t'\lt:' 0 -1. 71+00 72+00 73+00 105 20 13 50+02.00 SD CONNECT TO EXIST. TYPE A-4 CO PER DIVG 397-3 51+69.58 SD BC 51+30.45 SD EC 50+97.95 SO BC - ----~--- 71+92.03 SWR C 72+48. 62 SWR MH 8-LWD MH NO 10-15250 SEWER LINE & STORM DRAIN 12 14 -90 .,... 70 74+00 11 10 19+86.98 73+49.79 MH NO 9= LWD MH NO: 10-15260 I t---..€!1±~ m--.··· .. ·· .. · ..... -·----··----.... ···---... I lr---2Qt.~ I \ s \ SITIO MONTECILLO SEE SHEET 3 9 R=\0457\8.F no\ J-:-:rovr?rients \S:::: ...1th \04 57ib06 j w-g[ 2000jJun-03-?005=0Sl:12 40 PROFILE SCALES ( ) INDICATES IELD ELEV. --IJRIZ. V~RT. . "=8' [] IND/CA TES LEV. FROM AS BUil T ORA WINGS 0 120 V.W.D. DWG NO. ENGINEER OF WORK --'12~•~4--~./._._:r~~~~·---~~ h./4s ~OND L. IAARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: -er.: INSPECTOR Ob/ot:,/ot!> l i DATE ,;as-/•IJ DATE ------t-----i I sH6EET I ,c_1_r_Y~o~F==c~A=R=L~S=B~A_D~ I SH~Ts I _ ENGINEERING DEPARTMENT W.O. NO. 2352-101 BIN: V. W.D. W.O. 205-701 C ~ (i) .c=a,. I\,) 0 I 0, 0:, ) l J_ I I -----: ______ :_: :: -T ---_J __ _ I . : . . : I ' •·• +· .. ··r . . ........... ! ·······;: ········• .. L , --~n •··· ··· T'~•••~r:=:• ·······,··:··············· · ·· ·· ····························· i ' ... ,;•,,,, .. ,~~ :.······•••••••••·••••··. :•••·•• ' I ••·····'·· .::::: I i ;B¢q + ---·· .·. ~ ··········,1 ..... V=I~~·· L .1'.L ••··' ~~d '~!~i~~I~·:.••·· Qfa~··· T .....• ; •. ·•···.········•· ........ • ....... :~'~:~" 1/••:l•II hl ~••••••••••••••••••••••••••••••' I + L 1 ···············1 ,; 'o''"~ ····",=>r!="' !.I .... ~ . ~1i 1 : '/ 40~Jj ~ ' 0 ·•~.• L,/BrbE:__;ii I ~+·····••, ~i~I~~~;q~ ~,19":c, .. .. . ~;__~ ~1 ... .. ... . it__ ······································· ........... ...................... j i -~ .?':;; ';;;;~-550,tJOJE ; ... ' I - •··. j ~., __ J i ··••·ti •· : ~ ; + & , f J ••~~·•···••·:•••···••··· .. ~i:;J .~;J~Q~":i ;sllf'e_'ii; ,. • i.···· : .. +:;-i ,. . .. ···1. ;r ·····•·••· +· i... L ······ .... ···········. i , . ···············;--±-=1=±c-.±cc-i :l w~E8;;~ b1;i'!fi~cl1,·2t1Jb~~~6t#f-,--_ ·~. •. ~ ,; ~ki ,.· ··~: ; i i ~ : ~.-! 1 .. ,.,.~ -.. -' .•• ~ :~ ~ 1 • ;i : , : g ti .: ....•.••. ! .. ~.~ r:: · .. ---=-----+ -"·, -_·: . t-+---. llt)I ~-' --~ !(')_ __ ----I .. .... : :::::: ::: (;:i·;i--1: f -----------,-----I I· l -==+c+-'4-=t=F+=f=f=t=+--~ ------·-·1· . ~ I ,___ --~-t-----t-----i------1--t-______ j-:-:--__ r____ ---I t ~cc==. j=+s:c: 7 j -_-:-:-_i--:-+ I• + •I ~ ~--= ----------------------------------·-·:::J::··-·7··---,-_ ---------------~~:""-.j,. .·--::H::::;::)r=--------~.~+ffi: -:j·:_ --1:: r ------:-:-:--:::::-:: __ ::: __ ::::-:::::: ·::::: :::::: :·:: ___ ---·-:1--··:'.~-· · _ --_ ------_________ ::_::1-:·:~::"::' __ :: ::::::!::_ --------------i ::::: ::::::~_::::\ ___ --. ----r:---.... ' ---------------------------------------- . ' I - ---~--,--_' --------+· PROFILE SCALES __ ·IL··.-··~• 1,-·-.••.:,:·.e-•··-+--+-'. -=··~············ '!· .. ·.·.,.·.·.·.·.·.·.·. T ......... .. . . ............ ·• . •.:•••+•·· ..... '···•---·1~ .. 0 ... ···I···.·!·••·:••········•· 1==Lk--'-l . .... f ! ; I , ....•....•....•....•.... L t)······························· r ; i-· ···························•················· :••···· ·........................ i ()~:14~~s .1tL otl~······················· I ~~~~Z ... ~ :::~?' ~111:----c1=-_J_d2l±J ______ s· ___ J:J.'[J:ccr1•.=·cc·J=-:•1,cz1~1 -;;;-;;;-;;;1·1·=··-·=·~·:· ___ ···=·=·j··ill·=· .. t··=···1· ·=··=···~1·:·1· jC~d__JS]J ... ___ ... L, . ___ fil. 1••---·•---· ___ ••·---••i• .···=· =:=t=:Js· .J ··t,· ___ ···11 ___ ·•2tt::.=-••·il.•l,••j··~·•·.._· ___ · ___ •J ··, ___ . ___ !±1 --22sl ___ .J '.G_.] 11•;··± ,:t--·: ... J .. : .. : .. c ... J. · .. [,·.: .. 1:1;;-;;;-·:·-·=··ci,·"··=·t:·=·ct••=··=•·,c••=·••..c··=···=·L·cc·cc··=··ci·=···=·••c..Lcc"=·=--;1=CL-,?::===···=·'L··=·::1"" •• "' •.• = •• L •• ===:~=-;;;··c:;···:c-·~·-··~·L·_·~·-··_···~1~···· ...... i 1 ···· ...... I [)' Ql/tAT,Sc,}f: fClil()M A5!BUIU' PRfWl~1_c_s~;_. -1-----------, 1------"------'-"-----'----L------'-~~_c_ _ __cc__c=c====-"'=='--"·····---:.i_-_:: ... -.: _-_:·-I -+ --:~::--::: -- CENTERLINE DATA I 1 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 43°30'30" W 67.72' 2 40"16'00" 200.00' 140.56' 3 N 83"46'30" W 124.14' 4 34·57'30• 300.00' 183.04' 5 N 61"16'00" E 37.50' CURB DATA □ BEARING/DELTA 1 N 43"30'30" W 2 40•15'00· 3 N 83"46'30" W 4 15"17'54" 5 42"00'58" 6 N 38"54'38" E 7 202·21 ·22 • 8 N 61"16'00" E 9 34·57'30• 10 N 83"46'30" W 11 40·15'00· 12 N 43"30'30" W RADIUS 182.00' 282.00" 100.00· 38.00' 318.oo· 218.00' LENGTH REMARKS 67-72" 6" TYPE G C&G 127.91' 6" TYPE G C&G 124.14' 6" TYPE G C&G 75.30' 6" TYPE G C&G 73.33' 6" TYPE ; C&G 50. 00' 6 • TYPE <-C&G 134.21' 6" TYPE G C&G 37.50' 6" TYPE G C&G 194.02' 6" TYPE G C&G 124.14' 6" TYPE G C&G 153.21' 6" TYPE G C&G 67.72' 6" TYPE G C&G VWD WATER DATA ( ) BEARING/DELTA 1 N 43'30'30" W 2 40-16'00· 3 N 83"46'30" W 4 34·57'30• 5 N 6t"t6'oo· E RADIUS 211.00' 311.00' LENGTH REMARKS 62-72' 8" DIP CL-350** 14-8.29' 8" DIP CL-350•• 124.14' 8" DIP CL-350•• 189.75' 8" DIP CL-350•• 47.50' 8" DIP CL-350•• •• WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 2 LWD SEWER DATA I \ BEARING/DELTA RADIUS LENGTH REMARKS <--=-='--'---+-----1---===c-1--===------1 1 N ,s30•30• W 62.72' 8" PVC SDR-35 2 ,,.J"/6'00" 200.00" 140.56' 8" PVC SDR-35 3 N 83"46'30" W 124. 14' 8" PVC SDR-35 4 34·57'30• 300.00' 183.04' 8" PVC SDR-35 5 N 61"16'00" E 59.50' 8" PVC SDR-35 PRIVATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 43°30'30" W 6.02' 24 • RCP 1350-D* 2 N 46'29 '30• E 3.25' 18" RCP 1350-D• 3 N 46"29 '30• E 29.25" 18" RCP 1350-D., • WAJFRTIGHT JOIN7S ALONG ENTIRE PIPE RAECH •• SEE PROFILE FOR LOCATION OF WATERTIGHT JOIN7S HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10V9 Huemeker s Street ENGINEERING San Diego, Ca 9?121 SURVEYING PH(t:!58)558-4500· FX(858)556-1414 109 11 +00 12+00 13+00 14+00 15+00 16+00 10+50.09 CONNECT TO EXISTNG STORM STORM DRAIN PER DWG 397-3 L:14/T UNE AND PAVEMENT---- LEc'END PER CAL TRANS STANDARD A24D, A24E {THERMOPLASTIC) CL INT 10+00.00= 22+73.65 CORINTIA ST 10+50.09 REMOVE END PLUG & CONNECT TO EXISTNG SEWER PER DWG 397-3 10+50.09 REMOVE END CAP & CONNECT TO EXISTNG WAJFR PER OWG 397-3 NOJF: EVERY LOT SHALL HAVE 1 DRIVEWAY, 1 WATER LATERAL, SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS. V. W.D. "AS-BUILT' ., I -----~===~-----DATE _____ _ (SIGNATURE) _____ R'-'A-"YM=O-"N"'D_L:c._Mc,A.cR-"T"-IN'------P.E. NO.: _4-8~67~0~- MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.CE 48 47 . 36 37 VWD NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBUC WAJFR OR SEWER SYSJFM. If 46 If l ' 44 '-" 45 '-' .:,,_,,' \ '-' 'o ~-/ ' ,";,:;; \ ' ' 41 If 40 32+31.40 CDS 1-AV ASSY PER I/!. V.W.D. DWG W-2 16+08.05 43 END CAP ASSY W/ TB '6•0.S.OS - 40 I 0 · 40 80 120 __ 'lllllll SCALE 1'=40' ~=~=~= -V.W.D . DWG NO. ------------~------ENGINEER OF WORK ~~/Ji, J,-_" RAYMOND L MARTIN 1DATE R.C.E. NO. 4B670 EXP. 6/30/06 "AS BUILT" R~::~ > I REVIEWED BY: INS PECTOR oe, /o,, !oe, }~ DATE a/,.s-/o9 DATE CORTE PALOMA (PRIVATE) t-----+--+-------------i-----+----i------i-------J I sH;ET I ~c_1r_Y_o_F_c_A_R_L_s_s_A_D~ i SH~ETS I ENGINEERING DEPARTMENT Approved VALLECITOS WATER DISTRICT By,_/;;d........,,.,L,,=--=-=----_ Presto~I'ewis, P.E. R.C!. 45927, EXP. 12-31-06 Date.: _____ .,&,_L·iLL7~12~C _______ _ DESCRIPTION: LOCATION: ELEVATION: PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR: BENCH MARK l,j.S. C & G.X. BRASS DISC STAMPED 'K302., 1935" IN CONC MON. LA COSTA RIDGE NEIGHBORHOODS 2.3 & 2.4 SOUTH POINT LIES 8.5' EASTERLY OF EASTERN 1----+--t-----------------t----t----t-----t----i ~=================:cc============, BERlyl LINE ON RANCHO SANTA FE ROAD•t:::-:-;-~+=c-:---h.:---:-::-;;:;-;;;--:;;c-------------j-----t---t----r------1 AP.__P~~-E,[l _LL.{)Y0. f,IUB1BS o·~ 133 NORTHERLY OF ELECTRIC ioc,/oe,/-,e f<.u-1 V.?>.A<>-""-'IL-,-l"\L-A,.J'\_J\ ,-J\J\ ,,~n ff!f f J0M(j'J1~¼o Uf;f/i_ ,ig';,~ ,,Mj!J!JED 09/0"I/°"' ~ 1, \ Re.vi~ "-lAI'e.ie. 1 //.1o-or ~L----ll .. ~·'1.1,·-t,,;. '•LJ,,~ •·n ~'= -,.,...1"'=1 rT,_,__"'EN ... G.,_,1 ... N EE R RCE ~ ·~ ~/1~f'3/tFfkfElfiotf1L6f f/PrfJ!/SRLY =!=Joo ,e.u-, /i\i=v,,:,e.~<-ORJvew.o,,,, ll/ld/O~ 1.:p --!h Aj,t, ~D_W_N_B_Y-,----PROJECT NO . SANTA FE ROAD AND LA COSTA AVENUE. DATE INITIAL DATE INITIAL DATE l~ITIAL CSKD BY,-~11,~i;.r--~-CT 04-03 DRAWING NO. 420-SB 533.39 NGVD 29 MSL ENGINEER or WOR" REVISION DESCRIPTION OTHER APPROVAL cnY APPROVAL RVWD BY, R: \ 0 4 5 7 \&Eng\ IM pro veMe n -ts\ Sou th\ 0 4 5 7 i b O 7, d w g [ 12 7 5 J Jun-07 -2005: 11: 38 W.0 . NO. 2352-101 ~IN: I V W D. W.0. 205-701 09 1708 020306 ...... 0 - 0 :E (i) J:::i,, "-> 0 I ) ) \ 0, OJ I SEWER LATERAL & WATER SERVICE DATA TABLE ill r-~ , ~ LOT NO ( Street Station of Invert al Drop to Length of Lateral Elev. Elev Depth@ Street Station of Curb Elev. Lateral@ fL I Main IE Main Lateral A!PLIE Set Slop, e. PL Lateral@ Curb Water TC Remarks . . A... # # fl fl fl fl % " fl -~-fl "- 1 Per Dwg 397-3 Zb,-<,<,_?4 '56G.s:. ' 2 Per Dwg 397-3 27+ 71 32 551 23 3 Per Dwg 397-3 2'.1-44.oo "'4':>.00 4 Per Dwg 397-3 %.S+?Jl'l.'I<, ~--5 Per Dwg 397-3 24+46.54 533.93 6 Per Dwg 397-3 23+53.15 523.51 7 Per Dwg 397-3 22+58.29 512.13 8 Per Dwg 397-3 ( 21+67.67 501.40 ' -9, □--~ --/---.. :20<-"\1.0'\ -4'!4.<J,; 10 z.o-to-1.2.I 4"7!:>.-1'! 'l.'5o 28.00 ~.$ 200% <Itri.OS s.= 1'\i-6,1. U 4t,(.6E, ~ 11 40+47.64 CDS 473.56 4.85 68.00 479.77 200% 485.63 586 40+21.06 CDS 485 91 12 40+59.65 CDS 473.67 2.01 71.20 479.79 577% 485.65 5.86 40+8163 CDS 485.92 -13 41+19.01 CDS 473.71 0.89 54.50 481.23 12.17% 487.09 5.86 ~+l<,.60 sos --le,(._.,,, I 14 Per Dwg 397-3 -.. ~1-"ltl 4'M.~ ,, lo PerUwg 397-"3 =+~:iz. ""'"1 ""1 : 16 Per Dwg 397-3 23+34.02 521.21 17 Per Dwg 397-3 .... z.\+2',.-lo S-:.2..DI I 18 13+20.39 504 5 1 97 28.00 511.06 16.40% 516 92 5 86 13+31 38 517 85 19 11+16 78 485.1 0 58 28 00 49117 19.60% 497 03 5.86 11•l6. 78 4"/ f<S 20 10+49.74 KNU 478.07 2.84 3800 485 92 13.18% 491 78 586 10+53.83 KNU 492.00 21 9+31.0f 478.76 363 28.00 482.95 2 00% 4B8.81 5 86 9+41 06 48880 .2 8+80.52 479.3 3.42 28.00 483.28 2.00% 489.14 5.86 8• 70 12 488.99 23 30+24.47 CDS 479.5B 3 52 34.00 483.78 2 00% 489.64 5.86 30+31.36 CDS 469 50 24 30•97.24 CDS 479.21 2.83 86.00 483.76 2.00% 4B9.62 5.86 30+89.47 CDS 489.48 25 31 +62.80 CDS 479.01 2.78 56.00 482.91 2.00% 4B8.77 5.86 31+56.32 CDS 488.82 26 12+7409 499.84 6.07 28.00 50647 2.00% 512 33 5.86 12+83.58 513.07 27 13+41 38 506.61 6 03 28 00 513 20 2.00% 519 06 5.86 13+50 86 519 80 28 14+05 07 512 58 7.43 28 00 520 57 2.00% 52643 5.86 14+24.01:1 527 H 29 Per Dwg 397-3 25 + "1"1<>'l. 5'11-12.. 30 Per Dwg 397-3 U-+<A-.a:> 5"16'lb 31 Per Dwg 397-3 27+25.75 549.00 32 Per Dwg 397-3 U>t-<e'l:> 61:0eb ~ 3s n •• -~--' u V V .. Zb+OS,e,+ 5EG.2..!> ~ 34 lOl-<h.'11 55Z..-\2.. -4.'14 U,.C,:, !>!lb.ZS ~ re,;r. o(,":15 5.SO !0+"15.'H 5<,!l.(,O ' 35 11+29.98 553 46 4 50 27 50 558.51 2.00% 564.37 5 86 11+39.15 564 26 ' 36 11 +88.40 554.34 4.05 27 50 558.94 2 00% 564 80 586 11+9840 564 91 \ 37 11.+-C:.O.'otl !!,5!:,.5"7 ,ue u,.a::, 5<-at,i 2.00% -~ S,So 12..+10.~ lSGE,."72.. T 38 13+34.32 556.7 3.51 27.50 560.76 2.00% 566.62 5.86 13+44.32 566.52 39 14+<>0."lb "6"161 !>."'9 u,.a:, ~l-"14 2.00% 6<,"7~ s.s,, 14+16.U !'i."1~ 40 14+63.49 558.68 2.95 27.50 562.18 2.00% 568.04 5.86 14+73.49 567.94 41 IM◄tl . .U. ,;;:.ooi 2..e.1 'Jb.00 '!,<,~ 2.00% -~◄ 5.50 r&re,z..OI <U,.,b 42 ~S<..E,E,CO:, e<,O.l;f'I 2-.ee. Z:,."lt, 5"'4.ss 2.Tl'.1. 5"10.06 '5.SO ~.t!!C:00 5Ul,"fl 43 32+25 24 CDS 560.98 3 35 23.80 564.81 200% 570.67 5.B6 31+9458 CDS 570.84 -44 !Jlt'e"le:,, CO!) ""-o"7c. ?>.cl. "6.$ !!<hl'S 2.00% la"10.U5 5.50 !!>1+66.!IO = 570.82 ' 45 :,:>+i<>.-'\2..:0,, 5,ae,e, !>.l'l Zb.54 ,;,:,LC.I 2.00% ""-6.l l s.,;o !>e:>tZ2.,;t.. = 5<.boL 46 I!> +<A. IS?> $1,.e, ?,(,,1 2.b.00 ,;<,L .51 2.00% '5£.."1.0l "'·"" 1?>¥1'!.G,(, !',(,(,.'12.. 47 12+81.57 555.89 3.74 27.50 560.18 2.00% 566.04 5.86 12+91.57 565.94 48 11+95 61 55447 4.21 27.50 559.23 2.00% 565.09 5.86 12+06.60 565.00 ._____,, ~ ~ --~ ~/"------A - LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SElfER MAIN MANHOLE UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE fADORESSl IIH RIM EL. MH INVERT MH DEPTH •• , J. , rn NO. OF LINES (FEIT) rk~n (FEf'J :;G, Sf£)) DE, ,D NUMBER COORDINATES' LENGTH DIA. MATERIAL UPSTRfAM )Im UPS X r (FEIT) (IN.} (:ir) ADDRESS DESCRIPTION 1 TO 2 6259120. 1 1981242.8 197. 19 8 PVC 1.00:ir SIT/0 CORDERO 4 TO J 6258934.7 1981614.0 167.77 8 PVC 10.06:ir SIT/0 CORDERO J TO 2 6258970.1 1981455.0 216.74 8 PVC 8.90:ir SIT/0 CORDERO 2 TO 7 6258926.8 1981242.6 60.42 8 PVC 1.01:ir smo CORDERO 7 TO 6 6258878.8 1961205.9 188.20 8 PVC I.00:ir smo CORDERO 8 TO 9 6258700.J 1981261.7 101.17 8 PVC 1.00:x' SIT/0 MONTECILLO 9 TO EX. 6258601.1 1981245.6 JJ.69 8 PVC 1.25:ir SIT/0 MONTECILLO 18 TO EX. 6259J72.J 1982J61.8 20J.28 8 PVC 1.57:ir CORTE PALOMA 19 TO 18 6259925.7 1982269.2 J66.68 8 PVC 1.57:ir CORTE PALOMA /AST DOWNSTREAM MANHOLE COORDINATES ARE: 62586QJ 1981279 2 CL (4) LENGTH OF LATERAL 5~ -('N'\'l- % MIN (.J) OR 2 1.0' MIN. DROP TO MAIN (2) 1 _o' MIN- 1.2' MIN (PER a• MAIN) so TYPICAL LATERAL ELEVAVON NTS S: PL TC (1) DEPTH BELOW Pl 5' MIN. NOTE. CONTi PRES RACTOR SHALL CONSTRUCT LATERALS WITH CR/BED SLOPE AND DROP TO MAIN. DOWNSTRfAM P, SMT THROUGH MH ADDRESS DESCRIPTION UPS OWN UPS DWN UPS OWN UPS OWN UPS OWN SIT/0 CORDERO 489. 1, 491.16 479.61 477.68 9.56 1J.42 STD ANG 1 J SIT/0 CORDERO 525.61 508.83 51J.2• 496.7, 12.J7 11.80 STD sro 1 2 SIT/0 CORDERO 508.8 491.16 496t477.68 11.80 1J.42 STD ANG 2 J SIT/0 CORDERO 491.11 490.49 477. 476.92 1J.68 1J.57 STD STO J 2 SIT/0 MONTECILLO 490.49 488.JB 476.7. 474.88 IJ.77 1J.50 STD STD 2 2 smo MONTECILLO 488.JI 487.8J 474. £a47J_ 7 1J.70 14.11 STD ANG 2 2 N/A 487.8 N/A 47J.7.,,,47J.45 14.11 N/A ANG N/A 2 N/A N/A 565." N/A 555. ·~551.4 10.15 iilA STD N/A 1 N/A CORTE PALOMA 570.01 565.48 561. 1-•55.4 8.91 9.99 STD sro 1 2 V.W.D. DWG NO. ENGINEER OF WORK ~Y,2,4c£' R ONOL.MARTIN ,:;/4/0!> DATE R.C.E. NO. 48670 EXP. 6/30/06 . BENCH MARK "AS BUILT" VALLECITOS WATER DISTRICT DESCRIPTION: 1,1.S.C. & G.X. BRASS DISC STAMPED :iE-✓✓-4-L ""#I«> 'KJ02 .. 1935" IN CONG. MON. LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN Approved Ry: ~~11 BER¥ LINE ON RANCHO SANTA FE ROAD 1 JJ NORTHERLY OF ELECTRIC R~;o EXP. =!t,af1p DATE T~ANSM/s~,oN Lll:i[ POLE MARKED ?reskmH. Lewis, P.F. ' L2J011 AND L1JB25" ANO I r R.C.E. 45927, '::XP. 12-31-06 APPROX/MA TEL Y 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTERSECTION OF RANCHO Date: w1 ... c _________ SANTA FE ROAD AND IA COSTA AVENUE . .-z;-~ ,;.,j<J# ELEVATION: 533.39 NGVD 29 MSL 7 INSPECTOR DATE I SH~ET I CITY OF CARLSBAD lSHEETsl ENGINEERING DEPARTMENT s I PRIVATF STR[ET & UTILITY ,MPROVEMENT PLANS FOR: I LA COSTA RIDGE ~ NEIGHBORHOODS 2.3 & 2.4 SOUTH I ---. I HUl\ ::iAKEP.. & ASSOCIATES -· At'J'R~O mB5 <tL7,~~ I ' C6 ieu-1 /,,1.A<,-l:lulL..r .,... . · ,. ,boll EX 'Jf-g,fJc; O'ljo<ip., ~ /,\ fOe>./1-0e_ ....,,.-e,e.. I/-$• ••l' • 1/ .. , ---~ 1... ll:"' NGINELR RCE S.AN DIECO, !NC O"ljo~/o,s ~ 1,\~v1-e,e ~ 4' Pf">-/e.klt>-Yb riTlo7t>~ {/) ~ ,,I-~ OWN HY: I i-'-?OJECT NO. DRAWING ND. DATE INlll_.~-DATE LNITIAL DAT 'f"NITLAL CHK) BY: !l. !,,1' 420-SB ENGINEER or WORIC REVl!-ION DESC~ •~TION OTHER Ari'ROVAL CITY APPROVAL I RVW,1 BY: I CT ~4-03 PI..Nllr\llNC 10179 Huemekens Street ENGINEEIING ~ " Diego. C'.a 92121 -SURVEVN:j, Ph '\58.}SS&4~· FX.{as8)SS8-1414 -----------------------------------------------------------------------------------------------------------------------------...---------! R=\045 7\&.Eng \IMproveMeri ts \Sou th \0 5 7ibr 8.dw9r ?OnOlJSA"'-05-2005=20:~..J W.O. NO. 2352-101 Cl~: W.0. 205-701 V.W -------~ 020306 0C) 9. 0C) C :e Ci) ,::-. I\) 0 I 0, m