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HomeMy WebLinkAboutDWG 446-5G; CT 05-15; LA COSTA OAKS NEIGHBORHOOD 3.3 SOUTH; 01-07i I~ i, , d '· 'I·,, , -',I ' , _ _ _ __ ,/ r -· L ,. 'I , j -0111111111111 r----------_-_· ______ -_·_-_---_--_--_, __________ ·_-_·_-,,_,_-_,,,:_.-j_•_· _____ -_--_,·_,, __ ,,_T_-_,. ____ l_'.'_"_-_,l_--_,_--_,-_____ ·_·-_··_--_·,_-_-_·._·_-_-_•-,_lr_·_-_-___ .,:._ ______________________________________________________________________________ --_-_-_-__ -_-_--_---_-_·_•_-_-_-_-_-_-_-_--_-_-_"!l_,,~1 GENERAL NOTES I. THIS PLAN SUP£RSE:D£S ALL OTHf:R Pl.ANS PR£\/10USLY APPROV£D BY TH£ CITY OF CARLSBAO RECARDING IMPROV£MENTS SHOWN ON THIS SU OF PLANS. 2, APPROVAL OF THIS Pl.AN DOES NOT LESS£N OR WAIVE' ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE:, R£SOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTH£R ADDITIONAL DOCUME:NTS LIS1ED HE:RE:ON AS TfiE:Y MAY PERTAIN TO THIS PROJ£Cf. TH£ ENGINEER IN RESPONS1Bt£ CHARGE" SHALL RE:VIS£ TH£S£ PLANS WHE:N NON-CONFORMANC£ IS DISCOVE:R£D. J. CITY APPROVAL OF PLANS DO£S NOT RalE:VF TH£ D£V£LOP£R OR £NGIN£f:R- OF -WORK FROM R£SPONSIBIUTY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOV£RED DURING CONSTRUCTION, ALL Pl.AN RE:VISIONS SHALL B£ PROMP7LY SU8M/T7ED TO TH£ CITY ENG/NE£R FOR APPROVAL. 4. A RIGHT-OF -WAY P£RM/T FROM TH£ CITY £NGIN££R WILL 8£ R£QU/R£D FOR ANY WORK IN TH£ PU81.IC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCfr, A C£RTIFICAT£ OF INSURANC£ MUST B£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RM/T7E£'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.0(1 FOR EACH OCCURRANC£ OF UA81LITY. TH£ INSURANC£ COMPANY WRITING THE' POLICY MUST HAY( A RATING Of "A• ANQ A SIZE CA1EGORY OF CLASS VAS fSTABUSHED BY "B£STS• KfY RATING GUID£. 5, NO WORK SHALL B£ COMM£NCED UN11L ALL P£RMITS HAVE' BE£N OBTAINED FROM TH£ CITY AND OTH£R APPROPRIAT£ AG£NCIES, B, R£V/$10H OF TH£S£ PLANS MAY B£ REQUIRED IF TH£ PROPOSED II.IPROV£1.1£NTS AR£ NOT CONSTRUC7ED PRIOR TO TH£ DEADLIN£ DAT£ OF TH£ IMPROV£1.1£NT AGREEMENT. l. NO RE:VISIONS WILL BE MAD£ TO THE$£ PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY £NGINE£R, N01ED WITHIN TH£ RE:VISION BLOCK, ON TH£ APPROPRIATE SHEU OF TH£ Pl.ANS AND T/7L£ SH££f. 8. ORIGINAL DRAWINGS SHALL 8£COM£ TH£ PROP£RTY OF TH£ CITY UPON 8£/NG SIGNED BY TH£ CITY £NGIN££R. 9. TH£ ORIGINAL DRAWING SHALL BE: RE:VIS£D TO RE:FL£CT AS-BUILT CONDITIONS BY TH£ £NGINE£R-OF-WORK PRIOR TO FINAL ACCEPTANC£ OF TH£ WORK BY TH£ CITY. 1 (J. ACC£SS FOR FIR£ AND OTHER EMERG£NCY V£HICL£S SHALL B£ MAINTAINED TO THE: PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. I I, WH£R£ TR£NCH£S ARE: WITHIN CITY E:AS£1.1£NTS, A SOILS RE:PORT COMPRISED OF: , (A) . SUMMARY SHEU, (B) LABORATORY WORK SH££TS AND (c) COMPACTION CURVES, SHALL B£ SUBMIT7ED BY A PROFESSIONAL £NG/N££R OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE: FlaD OF APPLIED SOILS MECHANICS. TH£ SOILS R£PORT WILL Bf SUBMITTfD TO THE: CITY £NGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPL£TION OF FIELD TESTS. TH£ WRIT7EN Fl&D COMPACTION RE:PORT(S) SHALL B£ IMMED/A1ELY SUBMIT7ED TO TH£ CITY £NGINEERING INSPECTOR UPON COMPL£110N OF TH£ Fl£LD 7ESTS. I 2. ,I PRE:CONSTRUCTION MFmNG SHA! L BE; HFI Q AT lliE SITE; PRIOR ro lliE BfGINN/NCJ OF WORK AND SHALL Bf ATT£ND£D BY ALL R£PR£S£WTA11V£S RESPONSIBL£ FOR CONSTRUCTION, /NSP£CTION. SUP£RVISION, T£S11NG AND ALL OTH£8 ASPFC1$ Of THE WORK. TH£ CONTRACTOR SHALL SCHEDULE TH£ MITT/NG THROUGH TH£ INSPECTION LIN£ AT (760-:438-3891) AT L£AST FIV£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDUUNG. , I J. ALL INSPECTION REQU£STS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE: MADI! BY CALLING THI! £NGIN££RING 24 HOUR INSPECTION REOUEST LINE: AT (760) .f.JB-3891.INSPECTION REOUESTS MUST BE RECfJVED PRIOR TO 2:00 P.M. ON lliE DAY B£FORE; D-fE {NSPECDON ,s Nf(DED INSPECTIONS WILL BE: MADE: THE NW WORK DAY UNLESS YOU REQUEST OTHE:RWISE:, REQUESTS MAD£ AF7ER 2:00 P.1.1. WILL BE SCHEOULED FOR TWO FULL WORK DAYS lAT£R. 14. THE: OWN£R AND/OR APPLICANT THROUGH TH£ D£\IEI.OP£R AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF£T'f DE:V/CfS, INCLUDING SHORING, AND SHALL BE: SOLELY R£SPON$18LE FOR CONFORMING TO ALL LOCAL, STATE: AND F£D£RAL SAF£1Y AND HF:ALTH STANDARDS, LAWS AND REGULATIONS, 15. THE: CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY £NGINE£R AND/OR CONC£RNED AG£NCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHE:R PROVISIONS TO B£ MADE: OF WORKE:R PR01EC110N FROM THE: HAZARD OF CAVING GROUND DURING TH£ EXCAVATION .OF SUCH TR£NCH OR TR£NCH£S OR DURING THI! PIPE INSTALLATION TH£R£/N, THIS PLAN MUST 8£ PR£PARED FOR ALL TRENCHES FIVE' ffU (5) OR MOR£ IN D£PTH AND APPROV£D Bl' TH£ CITY E:NGJNEE:R AND/OR CONCE:RNED AG£NCY PRIOR TO EXCAVATION, IF THE: PLAN VARIES FROM THE: SHORING SYS7EM STANDARDS £$TARI !SHEP BY THE CONSTRUCT/Of'/ 5AEITf ORDERS. ' VII E a CALIFORNIA ADMINISTRA TIVI! CODI!, THE: PLAN SHALL Bl! PREPARED ! BY AN ENG/NEf:R AT THI! CONTRACTORS £XP£NSI!. A COPY OF THE: OSHA f,'XCAVATION PE:RM/T MUST 8£ SUBMIT7ED TO THE INSPECTOR PRIOR TO EXCAVATION. ; ,; I I II, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVF;RfQ W[D-j/N ANY WORK ZON£ DURING CONSTRUC110N, QPERAVONS wt// CEASE IMMfQ/Affi Y'. AND THE: P£RMIT7E£ WILL NOTIFY THE: CITY £NG/NfER. OPERATIONS WILL NOT R£START UNnt. THE: PERMIT7EE: HAS R£Cf/V£D WRIT7EN AUTHORITY FROM THE: CITY ENGINEl;:R TO 00 SO, 1 l. ALL OP£RATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT TH£R£TO, INCLUD/N(J WARMIN(J UP, R£PAIR, ARR/VA!., D£PARTURE: OR OP£RATION OF TRUCKS, E:ARTHM(?VING EQUIPMf:NT, CONSTRUCTION EQUIPME:NT AND ANY OTHER ASSOCIATED GRAD/NO £0UIPM£NT SHALL B£ U/,/fTfD TO THE PERIOD B£TWE£N 7:00 AM. AND SUNSET_ E;ACH DAY, MONDAY THRU FRIDAY AND NO £ARTHMOVING OR GRADING OPE:RATl()NS SHAU. BE: CONDUC7ED ON W££K£NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABt£ AT TH£ f:NGIN££R/NG DE:PAR™fNT COUNT£R.) 18, ALL OFF-SIT£ HAUL ROUTES SHALL BE: SUBMIT7EO BY THE: CONTRACTOR TO TH£ CID' ENGINEER FOR APPROVAL TWO [ULL WORKING DAYS PR/QR TO BfGINN/NG Of WORK. THI! CONTRACTOR SHALL BE: RESPONSIBLE FOR ANY DEBRIS OR DAMAGE QCCIJRRING ALONG THE HAUL ROUTE QR ADJACFNT SIRfW AS A RESULT Of THE GRADING OP£RATION. ' I 19. NO E/1.AST/N(J SHALL BE: COMM£NC£D WrTHOUT A CITY ENG/NE:E:R APPROVED BLA~TIN(; PROGRAM, 20. TH£ EXISrrNCE AND LOCATION OF UTILITY STRUCTURES AND FACIUTl£S SHOWN ON ,THEI CONSTRUCTION PLANS WE:R£ OBTAINED BY A $£ARCH OF THE: AVAILABLE: REC()RD/j. AT7ENTION IS CALL£0 TO TH£ POSSIBLE EX1S7ENCE: OF OTH£R IJTIL/TY f'ACILITIE:S OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFF£R£NT FRO/I THAT SHOWN ON THE: PLANS, THE CONTRACTOR IS REQUIRED TO TAKE: DUI! PRE:0UTfONARY ME:ASURES TO PR01ECT THE: UTILITIES SHOWN ON THE: PLANS AND ANY OTHER £XISTING FACII.JTl£S OR STRUCTURES NOT SHOWN. I 21, TH£ (X)WTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIE:S (ABqVEGROUND AND UNDERGROUND) WITHIN THE: PROJECT SIT£ 5UFFICIEN7LY AH£AD OF TH£ CONSTRUCTION TO P£RM/T TH£ R£VISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONFLICT WITH TH£'. PROPOSED WORK. 22, THE: CONTRACTOR SHALL NOTIFY AFFEC1ED UTILITY COMPANIES {Sf£ BELOW) AT L~T TWO FULL WORKING DAYS PRIOR TO STAR11NG CONSTRUCTION NE:A/( THEIR FAC/L/T/£S AND SHALL COORDINAT£ WORK WITH A COMPANY REPRES£NTATIV£. I UNDERGROUND SERVICE AL£RT (800)422-4 I 3J ~ ~~~ PAC/flC B£LL (800)892-012J ADE;I.PHIA COMMUNICATIONS (760).f.JB-7741 CO/I' COMMUNICATIONS (760)806-9809 CIIY( OF CARLSBAD (STR££TS ,t STORM DRAIN) (760)4J4-2980 VAL~EC/TOS WAT!;R DISTRICT (Sf:W£R, WA7ER .t RECLA/1.1£D WA1ER) (760)744-0460 STREET NOTES 1. ACT!ML STRUCTURAL SECTIONS WILL BE DClf:RMINED AFTER "R• VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL (NG/NEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIElD OF APPLIED SOIL MECHANl(;S, ON TH£ fRU'ARED BASEMENT SOIL. TH£ •R• VALUE TESTS AND THE: ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMITTED TO TH£ ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA l'S BEFORE: THE WORK BEGINS. 2. STREU LIGHTS SHALL 8£ INSTA/,LEO AS SHOWN ON THESE: P/.ANS,UNDERGROUNO CONDUIT RUNS, S£RVICE: POINTS ANO HAND-HOLES SHALL Bf SHOWN ON THE: "AS-BUILT• Pi.ANS. NO DIRE:CT BURIAL STREU LIGHT FOUNDATIONS WILL BE ALLOWED. All LUM/NA/RES SHALL Bf ·cur OFF" TYPE. .I ALL UNDERGROUND UTILITIES AND IA TERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIP£ SHALL 8£ REINFORCED CONCRETE PIPE: WITH A MINIMUM D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE: WITH A MINIMUM D-LOAD OF 2 TIMES THE: MINIMUM D-LOAO REQUIRED FOR RCP. FOR PR/VAT£ STORM DRAIN PIPES, UP TO 75• PVC OR HDPE MAY Bf UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BP,CKFILLED WITH 3/ 4 • ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE: AN EXISTING PIPE: LINE: IS TO 8£ ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEU OF BUILDING OR STREU AREAS AND REPIACED WITH PROPERLY COMPAC1ED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRET£ OR REMOVED AS APPROVED BY TH£ CITY ENGINEER. ENGINEER'S NOTES ENGINEER'S NOTES (CONT.) I. Nf/THER THf OWNER, NOR THE ENGINEER OF WORK Will ENFORCf 10. SAFETY MEASURES OR REGUlATIONS. THE: CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFflY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAfITY AND HEALTH STANDARDS. L4WS AND REGUL4TIONS. 11. CONTRACTOR HAS SOLE AND COMPLUf RESPONSIBILITY FOR JOB SITE: CONDITIONS OUR/NG THE COURSE OF CONSTRUCT/ON OF THIS PROJECr. INCLUDING SAFElY OF /llL PfRSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8£ LIMITED TO NORMAL WORKING HOURS. TH£ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD n-1£ ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALL£CED, IN CONNECTION WITH THE PERFORMANCf OF TH£ WORK ON THIS 12. PROJECT, EXCEPTING LIABILITY ARISING FROM TH£ SOL£ NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURf THAT ALL SLOPES, STREETS. UTIUTIES, AND STORM DRNNS ARE BUILT IN ACCORDANCE WITH THESE PIANS. IF TH£R£ IS ANY QU£S110N REGARDING THESE PLANS OR Fl£LO STAKES, THE CONTRACTOR SHALL REQUEST AN INTtRPRUATION BEFORE DOING ANY PRIOR TO ORDERING MATtRIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, Tiff CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE P/ANS SEEM UNCLEAR. THE CONTRACTOR SHALL NOnFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. TlfE SURVEYOR SHALL OBTAIN NECESSARY Fl[lJ) SHOTS TO PROVIDE n-lE (NG/NEER OF WORK w,m A LUTER OF CERTIFICAnON STATING THAT ALL IMPROVEMENTS AR£ CONSTRUCTED IN SUBSTANTIAL CONFORMANCE: w,m THE LINES AND GRADES SHOWN HEREON. n-1£ CERTIFIC4TION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SU OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK. SOILS ENGINEER AND THE CITY INSPECTOR. TH£ GEJIERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE: SAID PL4NS WfTH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID Pl.ANS SHALL 8£ CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME n-1£ PROPERTY OF THE ENGINEER OF WORK. WORK BY C4LLING THE ENGINEER OF WORK AT (858) 558-4500. / 3. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT ANO INSPECT/ON IS REQUIRED FROM TH£ BUILDING DEPARTMfNT FOR AU. RETAINING WALLS. 4. THE CO/ffRACTOH SHA11 VERIFY All STAKES FOR ACCURACY AGAINST APPROVED PWIS, PR/0/i TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF NJ. REWORK THAT RESULTS FROAI PROCEEDING USING INCORRECT STAKES THAT All£ NOT VAI.IOATEO t 4. BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. TH£ SOILS REPORT ANO AU. THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO ANO MADE A PART OF THIS PIAN. ALL CONSTRUCT/ON SHALL CONFORAI WORK TO BE DONE n-1£ IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE Win-I n-1£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLS6'10 MUNICIPAL CODE. 2. CITY OF CARLSBAD £NG/NEERING STANDARDS. 3. mis SU OF Pl.ANS. 4. RESOLUTION NUMBERS 6148, &-6149 DATED AUG. 16, 2006 AND RESOLUTION NO. 2006-287 DATED SEPr. 26, 2006. 5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). , 6. SOILS REPORT AND RECOMMENDATIONS BY C£0CON, INC. SOILS.AND TESTING, INC. DATED, JUNE 25, 2001, UPDATE LUTER DATED FEB. 13, 2007. 7. mE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MOD/RED BY THE CITY OF CARLS6'1D STANDARDS. 8. FINAL PROGRAM EIR 98-07. 9. VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER &-SEWER AND APPRO~D MAT£RIALS UST. 10. STORMWATER MANAGEMENT PLAN FOR IA COSTA OAKS NORTH NEIGHBORHOODS J. I, 3,3-3.5 PREPARED BY HUNSAKER DATED FEBRUARY 12, 2007. 11. STORM WATER POLLUTION PREVfNTION PLAN: PREPARED BY: HUNSAKER &-ASSOCIATES, WDID NO. 9 370335747, DATED SEPT. 28, 2006. \ \ i 11 WHEElCHAIR RAMPS SHALL 8£ INSTALLED P£R REQUIREMENTS OF Tl71.£ 24, CALIFORNIA AIJMINISTRATIVE CODE. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTtCT THE PROJECT AND ADJACENT PROPE:RTY FROM ANY EROSION AND S/1.TAOON TJ-/AT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATf MEANS 15. (GRA~L 6-IGS HAY BAlES, TEMPORARY DES/LT/NG 6-IS/NS, DIKES, SHORING, ETC.J UNTIL SUCH TIME m£ PROJECT IS COMPLETED AND WITH AND 8£ SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. DESCRIPTION SUBDMSION BOUNDARY RIGHT OF WAY LIN£ PROPERTY UN£ EASEMENT UN£ LEGEND STD. DWG. SYMBOL "UANTIT • 7. STREEf TREES SHALL BE INSTALLED PER SCCTION IV 0.3 OF THE CITY OF C4RLSBAD IANDSCAPf MANUAL. 8. FIR£ HYDRANT MARKERS SHALL 8£ Pl.ACED IN THE STREU WITHIN THE LIMITS OF WORK OF, THIS Pl.AN PER SDRS DWG M19. 9, ALL SURV£Y MONUMDJTS AND POINTS THAT AR£ DISTURBED BY THIS WORK SHALL 8£ RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL I.AND SURVEYORS ACr. 10. TWO (2) SETS OF SURV£Y (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. STREU LIGHTS PROPOS£0 BY THIS PLAN ARE PRIVATE. THE PR/VAT£ STREU LIGHTS ARE OWNED AND OPERATED BY TH£ HOA. PRIVATt MAINTENANCE RESPONSIBILITY IS COVE;RED BY AN ENCROACHMDJT PERMIT, PR 0J-12.I •DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 'THAT I HAVE fXERCISED RESPONS/Blf CHARGE OVE:R THE DESIGN OF THE PROJECT AS DFF/NED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS CODE, AND THAT THE: DESIGN IS CONSIS7€NT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF· CARLSBAD DOES NOT REllEVE ME, AS fNGINEER OF WORK, OF MY RESPONSIBIL/TIES FOR PROJECT DESIGN. FIHM: HUNSAKfR 9 ASSOCIATES ADDRESS, 9707 WAPLES STRUT CITY, ST.: SAN DIEGO CA TELEPHOWE, /858/ 558-4500 BY, D;;;1aaal.l DAVIO A. BLALOCK P,£. NO.: RCE: 62891 EXP I RAT I OW DATE:, _,5,,;,,_30.,,/c.i.Q.,.8 _______ _ SOURCE OF TOPOGRAPHY DATE:, ti!t,laz TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS G£NERAT£D BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AfRIAL SURVEYS (1-30-91) AND FIELD SURVEY BY O'DAY CONSULTANTS IN APR~ 2001. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF C4RLSBAD DRAWINGS 368-28, 429'-7 OWNERS / PERMITTEES REAL £STAT£ COLIATERAL MANAGEMENT COMPANY, A DElAWARE CORPORATION 1903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 (760) 929-2701 PROJECT LOCATION THIS PROJECT IS LOCATED Wln-1/N ASSESSORS PARCEL NUMBER(S) 21J-OI 1-02 03 OZ &-08 I TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 198,J 1£ 8252 BASIS OF BEARINGS THE: BASIS OF BEARINGS FOR THIS SURV£Y IS TH£ CALIFORNIA COORDINATE: TC GB BVC £VC VP/ BC EC HP LP FL DWY FS PRC ST. cc CB PUE ACCEPTED FOR MAINTENANCE BY n-lE OWNER. 16· 6. THE EX/Si'E'NC£ ANO LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE: OBTAINED BY A SEARCH OF THC AVAi/ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, TH£R£ AR£ NO OTHER EXISTING 17. UTILITIES EXCEPT AS SHOWN ON THESE Pl.ANS. BEFORE EXC4VATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE £XPLORA TORY EXC4 VATIONS AND VERIFY THE HORIZONTAL AND VERTICAi. LOCA T/ON OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHU/-IER SHOWN ON TH£ PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMDJTS MEU EXISTING. CONTRACTOR SHALL NOTIFY TH£ ENCIN££R OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESf Pl.ANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HERE:ON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPNR OR REP/.AC£ ITEMS REQUIRED TO REMNN IN P/.ACE: WHICH ARE DAMAGED, DURING TH£ COMPLETION OF THE WORK, TO THE SATISFACTION OF TH£ APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE Al)JACENT TO FUTURE BUILDING SITES, A LICENSED SO/IS EJIG/NEER SHALL 8£ RETAINED Br TH£ OWNER TO COMPl.£T£ NECESSAR'I' TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN TH£ PRELIMINARY SOILS REPORT. 9. THESE P/ANS SHOW THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. Fl£LD CONDITIONS WIY DICTATE: AIJDITIONAL IMPROVEMENTS. THE COST OF ANY ADD/TIONAL IMPROVEMENTS SHALL Bf BORNE BY THE CONTRACTOR. ANY ADD/TIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL Bf COMPLETED AT TH£ CONTRACTOR EXPENSE. T.EGAL DESCRIPTION I.A COSTA OAKS NORn-1 VILLAGE J.3 (CT 99-04-03} CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WAIE'R SYSTEMS PURSUANT TO THE APPROPR/Ai'E' WATER DISTRICT STANDARD. CONTRACTOR SHALL SUBMIT AN AS-BUILT PIAN INDICATING ALL STREU UGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALC/JlAIE'D HGL OUR/NG TH£ DESIGN STORM, AS REQUIRED Br THf CITY. TH£ CALCUIAIE'D HGL C4N Bf FOUND IN THE APPROVED STORM DRNNAG£ REPORT ON FILE AT TH£ OFFICE OF TH£ CITY ENGINEER. ENGINEER IS NOT RESPONSIBlE FOR USE OF THE HGL SHOWN HEREON, ar OTHERS, WHEN MAKING AIJDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTtM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE R£VISIONS. ENGINEER'S STORM DRAIN NOTES I. STORM DRAIN PROFILES SHOW A GRAPHICAL RE:PRESENTATION OF THE CALCUL4TEO HGL OUR/NG THE DESIGN STORM, AS REQUIRED BY THE CITY. TH£ CALCUIATED HGL C4N Bf FOUND IN THE: APPROVED STORM DRAINAGE REPORT ON FILE: AT THE OFF/Cf OF n-1£ CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, ar OTHERS, WHEN A/AK/NG ADDITIONAL CONNE:CTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYST£M, REQUIRE APPROVAL OF A REGISTERED ENGINEER R£SP0NS/8LE FOR TH£ REVISIONS. 2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL 8£ CONSTRUCTED w,m WATER TIGHT JOINTS WITH AMERON R£/NFORCf CONCRUf PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPUNG SHALL MEET THE REQUIREMfNTS OF AST/r/ C76, CJ61, AND C443. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 Fill PER SECOND SHA11 HAI.£ A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STm. THE CONCRETF DESIGN STRENGTH IN Tl/ES£ REACHES SHALL BE fc = 5,000 PSI. FOR VElOCfTIES EXCEEDING JO FEET PER SECOND, USE fc = 6,000 PSI. 4. INLETS TO 8£ STENCILED TO SATISFY SUSMP AND SWMP. LOTS 202 &-20:/ OF TH£ CITY OF CARLSBAD TRACT CT 99-04-03, Vilt.AGES OF I.A COSTA -I.A COSTA OAKS NORn-1 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP NO. 15318 FILED IN THE OFF/Cf OF THE SAN DIEGO COUNTY RECORDER ON APRIL 18, 2006 AS DOC. / 2006-0271049. LEGEND OF ABBREVIATIONS TOP OF CURB RT GRADE: BREAK LT BEGIN ~RT/CAL CURVE TW END VERTICAL CUR~ R ~RT/CAL POINT OF INTERSECTION ~ BEGIN CUR\/£ CL END CURVE HIGH POINT BW LOW POINT N. T.S. Fl.OW LINE CTB DR/11::WAY RP FINISHED SURFACE EOP POINT OF REVERS£ CUR~ CDS STREET RCP SD CENTER OF CUL-DE-SAC KNU CURB PUBLIC UTILTIY AND ACCESS EASEMENT RIGHT LEFT TOP OF WALL POINT CURB RETURN MODIFIED VERTICAL CUR~ CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED 6'1S£ RADIUS POINT £DC£ OF PA~MENT CUL-Df-SAC STATION/NC REINFORCED CONCRETE PIP£ STORM DRAIN KNUCKLE STATION/NC VALLE:C/TOS WATER DISTRICT STATfMfNT RELATING TO REIMBURSEMENT AGREEMENTS AND EXTENSIONS OR fN/.ARG£MENT OF FACILITIES VICINITY MAP N, TS, V. W.D. "AS-BUILT' --------~-----DATE _____ , (SIGNATURE) ___ __,D,,_A"'~le,:D..!.A.:,:__,B:,,LAc:,Le,OC,::Kc:,_ ____ P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.£. SYSTEM -198J, ZONE YI, 1991,35 £POCH, NORTH Al.l£RICAN DATUM OF 1983 (NAD8J), GRID 8£ARINGS BF:TW££N STA110N 147 AND STATION 152 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURV£Y CONTROi. N£TWORK fSTABUSHEO BY RECORD OF SLIRV£Y MAP NO. '7271, AL£D IN TH£ OFFIC£ OF TH£ SAN DIEGO COUNTY RECORD£R ON FEBRUARY B, 2002. The Owner of the project designated .sL .. a__,C"'o,,.s ... taLJ.Q,.g,..ksLL>N.,ourtu.h..::::.-<N"'e"ligµ,h"'b""orcuh:><oo.,,d'--"J"'.JLLJN,.,oL1LJrtb CARLSBAD FIRE DEPARTMENT IE:: N 0-1·55'39• W has reviewed District Ordinance No. 115, Adopted November 1, 1995 and agrees that the project: -REQUIREMENTS: --------- A.C. PAVING/BASE 4• AC/4• AB (MIN.) 6• TYPE G CURB .t GUTTER ••G-2 PEDESTRIAN RAMP TYPE ii• ••G-27 ~ CONCRETE SIDEWALK PRIVATE STREET LIGHT 9,500 LUM (HPSV) •••£-1, ,.£-2, ,.M-21 ~ EXISTING STORM DRAIN STORM DRAIN 18• RCP STORM DRAIN 24" RCP DRIV£WAY CURB INLET TYPE •B-1 • CLEANOUT TYPE •B• "*G-148 *'*D-2, •vs-, ••0-10 J I K -~--- 1• WATER SERVICE W/ 5/8• METER.I' TR/PL REGISTER(VWD) "'*W-6 ---<© 4• SEWER /ATERAL {VWD) S-4••*• S£W£R MANHOL£, 4' /.D. W/J' DIA. OPENING .t 3-PIECf LID (V'IW) S-1*"'' S£W£R STA 1/0N fXIST/NC S£W£R MAIN (VW) If• P. V.G: SEWER MAIN (SDR-35. GREEN) (VW) EXISTING WATER LINE PROPOSED 8• WATER MAIN (DIP) (VWD) THRUST BLOCK (VWD) ,.••W-15 --0- 120+00.ooj ----,s:.__ __ _ ----S'---- ···-,.,.-,___ ,. •• -W ···-•. ,_ w y GATE VALVE (VWD) '*"W-14, W-16 RR£ HYDRANT ASSEMBLY Win-I MARKER (VWD) *'**W-4, W-5 ~ FH ENO CAP ASSEMBLY (vWD) 1 • AIR VAC ASSEMBLY (VWD)' 2• BLOW OFF ASSEMBLY (VWD) STREET CENTERLINE MONUMENT FUTURE 2• IRRIGATION SERVICE DOUBLE STREU NAM£ SIGN "*'W-16 ••M-10 •w-4 • CfTY OF CARLSBAD/CMWD STANDARD DRAWING •• COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING ••• AS MODIFIED BY THE CITY OF C4RlSBAD STANDARDS •••• VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SP£C/FIC4TIONS _, S? • i I 6. El + SHEET INDEX • ( NOTES AND L£G£Nf) ) KEY MAP AND SECTIONS IMPROVEMENTS /' R£FER£NC£0 8£ARINGS FROM OTH£R DOCUMEJITS/D££DS WIY OR MAY NOT BE: IN TE:RMS OF SAID SYSTfM. TH£ COMBINE:D SCALI! FACTOR AT STA 110N 147 IS 0,999939-ll. GRID DISTANCE: = GROUND DISTANCE: X COMBINED SCALE: FACTOR, IEI is not eligible for a reimbursement agreement. 1/UMBfR OF F.H, :s_J_ F.fWWJ1ii}OG.P.I,/. our Of'_l_ F.H, :s IMPORTANT NOTICE 0 is eligibfa for a reimbursement agreement and: 0 will executa an agreement with the District. BlD ( SPRINKLED? ITT X Na.__ F.fl.OW 1500 G.P.1,/, 7~./ !:---$(,J:' 42,429 S.} 2,461 LI 2 E.A. 12,723 S.F 5 £.A. 330 L./ 232 L.F 4,481 S.F 4 E.A 3 £.) Jl £. 37 £., ' 10 EA r,2r;r L.F'. l,35J L.} 5 E.A. 6 £.A., J £.A. 2 £.A. 4 £.A. J £.A. 10 E.A 1 £.A. 2 £.A SHEU 1 SHEET 2 &-J SHEU 4-7 SECTION 4215/4217 OF TH£ GOV£RNM£NT COD£ REQIJIR£S A DIGALERT l(}EN11FICATION NUMOER 13£ ISSUED OEFORE: A PERMIT TO EXCAVATE: WILL B£ VALID. FOR YOUR DIGALERT I.D. NUMOER CALL UNDERGROUND S£RVICE: ALERT AT: TOLL FREE 1-800-422-4133 7WO WORKING DAYS BEFORE: YOU DIG IE) will not execute an agreement with the District. Reimbursement agreements Signed by: ~ CITY OF CARLSBAD 1------+----+----------------'--l---!--+--t----i ~ £NGINEERING DfPARTMfNT SHE£TS 7 Va/lecitos Water District Date l-----le---+----------------+---+--t----+---t "AS BUILT" '-------:------;:============:::!..L-----r-----------------..------------1L-------t---J---t---------------1 --1 --1 --7--1 1MPROVEMENT Pl.ANS FOR: L---l----+-----------+---+-----11-----+--1 LA COSTA OAKS NORTH OFFSITE VALLECITOS WATER DISTRICT BENCH MARK D£SCRIPTION: U.S,C, & G.X. BRASS DISC STAMP£D i<J02., 7 935• IN CONC. MON. BUILDER IMPROVEI"1ENTS NEIGHBORHOOD 3.3 ~OUTH ,, ,, ' ! s ' ' ' ' ,, ·; ' ,, . ,,, ' ' ' HUNSAKER & ASSOCIATES ENGINEER OF WORK LOCATION: POINT Ll£S 8.5' EAS1ERLY OF EAS1ERN 8£Rl,t LINE: ON RANCHO SANTA FF ROAD, 1JJ NORTH£RL Y OF E1.£CTRIC DATE: APPROVED DAg'..Y.) w:,sER ,/;;,/, 1--;:::RC~E.;;-c:;-~--;:---;:-~--__ E_X_P_, ========------1----1----l-----------------li----li--+--+----I l,!;D~£Pt:!U~TY~C~ITY=:!£~N~G~IN~E£~R~=RC~~E==-3=3-0=-B;_J';_=-=-=£-X:::P~._=0~6~/3=;~7b=~=g'=Cl:::!::TE:~•· i PLAN~ING lNQNEE~ING SURVEYINq I : SAN DIECO, INC. 97fJJ Waple1 Street San Diego,, Ca 92121 PH(858)558·4500· FX(B!iB)558·1414 12/,3/02 DATE Date:_~----------- 15/30/08 T/ftfJf/fil~~i''iff_ 1~~~•M._t/Jff£D APPROXIMATE:LY 1.2 MILES NORTH£RLY OF THE: IN1ERS£CTION OF RANCHO SANTA FF ROAD AND LA COSTA AV£NUE, E1.£VATION: 533.39 NGVO 29 I.ISL 1---J.----l-----------------1---1---+---+---I OWN BY:_ PROJECT NO, DRAWING NO. ~B~ ~~- OATf: INITIAL RF.VISION DESCRIPTION OATf: INITIAL DAT£ INITW. ~~~~ ~~ GvP CT 05-15 446-50 n, = ENGINEER OF wnRK OTHER APPROVAL CITY APPROVAL mu INSPECTOR UM,~ Ri\0571\~E~g\SPLIT IMP\SOUTH □FFSITE\05711AD!.ciwg[ 1275JNov-Ol-20071ll104 . W,O. No. BIN : l 2352-125 IV.W.0. 207-228/071;38, • ' ' I , I ' \ ! :.1 i : '·<-J_j ----------- --------,---~ --,----~~--·~~, ~-_l,I ;-111111: itli, l;j I ,,n I r-~ ---·"-·""''·, .. -.... _ .I. •. ·-·-----~-------·--------~---- i ', I ' : I ' I LOT NO. 36 37 38 39 40 41 42 43 44 57 58 59 60 61 62 63 71 72 13 14 15 76 11 78 79 PIANNING ENGINEERING SURVEYING SEWER LATERAL & WATER LATERAL TABLE ·SEWER LATERAL WATER LATERAL ! \ . SEWER III @ DROP STA. ({J MAIN TO MAIN MAIN ' ' 70+57.86 545.31 1,2 71+30.21 542.98 1,2 -- 73+80.90 530.40 1.2 -74+37.14 527.67 1.2 75+21.66 524.98 12 75+86.86 522.83 1.2 76+43.36 520.98 12 77+03.23 519.40 0.0 77+B3.03 513.21 1.2 90+06.11 515.12 0.3 78+47.36 515.16 1.2 77+87.24 517.08 1.2 77+18.23 518.59 1.2 16+53.36 520.55 1.2 75+91.86 522.67 1.2 75+16.66 525.15 1.2 73+75.90 530.60 1.2 73+23.10 533.18 1.2 72+55.90 536.47 1.2 72+20.13 538.64 0.0 72+00.00 539.38 1.2 11+80.06 540.96 0.0 71+62.91 541.37 1.2 71+00.42 544.44 1.2 70+17.15 547.55 1.2 HUNSAKER & ASSOCIATES SAN DIECO, INC. 9707 Waples Street San Diego. Ca 9212'1 PH{858)558·4500· FX(856)558·141f LENG CURB O[P/ CURB TH STREET STA. LATERAL £LEV. H STREET [LEV. REMARKS OF [LEV. BETO STA. @ OVER ({J PL OV[R LATER ({J PL LATERAL w METER LATERAL AL PL 31 I 7+5596 548.88 554. 12 5.5 17+47.32 554.51 30 18+30.38 545.42 550.66 5.5 18+20.38 551.14 30 20+76.21 532.94 538. 18 5.5 20+62.45 538.85 30 21+32.45 530.39 535.63 5.5 21+22.45 536.04 . 30 22+16.93 527.28 53252 5.5 22+05.93 532.85 30 22+82. 13 525. 13 530.37 5.5 22+64.18 530.98 30 23+38.63 523.25 528,50 5.!j 23+25.88 528.92 CONNECT SEWER 28 23+98.41 521.28 526.52 5.5 23+87.21 526.89 LAT. TO MANHOL[ 31 19+96.13 515.63 520.87 5.5 20+06.41 521. 14 28 26+03.67 515.18 520.88 5.3 25+93.67 521.43 . 29 25+42.60 517.93 523.23 5.5 25+32.60 523.34 30 24+82.47 518.67 523.91 55 24+72.47 524. 15 30 24+13.85 520.78 526.02 5.5 24+03.45 526;36 30 23+48.63 522.93 528.17 5.5 23+33.53 528.66 30 22+87.13 524.96 530.20 5.5 22+12.13 530.68 30 22+11.93 527.44 532.68 5.5 22+01.93 533.00 30 20+72.21 533.13 538.37 5.5 20+46.21 539.58 30 20+19.01 535.62 540.86 5.5 20+09.01 541.33 32 41+70.33 538.81 544.05 5.5 41+63.59 544.57 CONNECT SEWER 38 41+30.07 540.55 545.79 5.5 41+22.08 546.05 LAT. TO . MANHOLE 48 40+93.15 541.68 545.92 5.5 40+73.08 54756 CONNECT SEWER 39 40+63.19 542.69 547.93 5.5 40+51.18 548.31 LAT. TO MANHOLE 38 40+36.51 543.82 549.06 5.5 78+31.07 550.62 30 18+00.59 545.82 552.06 5.5 17+90.59 552.55 28 17+ 15.13 550. 78 555.42 5.5 71+05.51 555.61 PL LENGTH OF LATERAL TC DEPTH BELOW Pl 1.0' MIN. z% MIN 1,0' MJN. so DROP TO MAIN TYPICAL lA TERAL ELEVATION NTS NOTES: CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE ANO DROP TO MAIN. . ENGINEER OF WORK r1.l1,lnz 6/30/08 DATE 0 I I 122 150 SCALE 1•~ 150' 300 450 THE OAKS NORTH NTS --------r------ LEGEND SUBDMSION BOUNDARY RIGHT Of' WAY -------- SHEU NO. @ [X)<l (:l--o f'/RE HYDRANT PRIVATE STREU LIGHT STORM DRAIN ==@= WATER LINE SEWER LINE STOP SIGN W/ STREU NAME SIGN + "DEAD END" SIGN -u- " " -----/ 121 94 92 91 \ \ 104 /OJ ,02 101 100 95 90 99 98 91 B9 106 11 I 112 IIJ 114 115 110 I • .,.,;:----=·-~--:--· ----_, -~•-, I I \8 I Ii \ \ :,,; !\j 121 I 110 I I \ I I I I I ~ I ' i I I ' ' i ' A I ! BS 20 17 86 19 116 18 Bl I I BB I: -· -------------------- ----- -__ _. - -_J. _________________ _:_ ______ L-------------1 VALLECITOS WATER DISTRIC.T Approved Ely: __________ _ Date: _____________ _ BENCH MARK DESCRIPTION: IJ.. S. C. ,i G.X. BRASS DISC STAMPED KJ02., 1935" IN CONC. MON. LOCATION: POINT UES 8. 5' EASTf:RLY Of' EASTERN r11J>' Nl/i~fH~%LfgfH£E~M ff ROAD. 7J/tffr/f~'<;.Xou'iff. lJ//fs•MfffffED APPROXIMATELY 1,2 MILES NORTHERLY OF' THE INTERSf:CTION OF' RANCHO SANTA ff ROAD ANO LA COSTA AVENUE. ELEVATION: 53J.J9 NGVO 29 MSL KEY MAP V.W.D. "AS-BUILT' 1------====.---------M~------(SIGNATURE) ____ .=D/>;-"'!/"'10"-'-'A.~B~LA~L~OC-=K~----P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.£ "AS BUILT" I I l SHEETS 1 IMPROVEMENT PlANS FOR: LA COSTA OAKS NORTH OFFSITE BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOUTH APPROVE[) DAVID 1:i 1111-R ·A,l RC£ ____ EXP. OAT£ l----+---1------------------f---t------it----t---1 O_E_P_U_TY_C-ITY_E_N_GJ~~Er.,ERg_1RC!f!E=3~3~0~B-1--EX._P_. ~OBl3f flt°!rt I-R::cEVl::-c::£111::-:-E=o=--=a"'r,-------------1...---.l------+-----------------+----+--+--+-----I l----+----1------------------f--=::-r=c:-ir.=:-f==---1 OWN BY: _ _lll._,.·;a.__ INSPECTOR OAT£ OA TE INITIAL DA TE INITIAL DA TE INITIAL CHKO BY: _r~v __ £NG/NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: c?,uP PROJECT NO. CT05-15 R,\0571 \~Eng \SPLIT JMP\SOUTH DFFSITE\05 t l JA02.cJwgllDec-12-200 7r17100 W.O. No. 2352-125 BIN : DRAWING NO,: 446-5Gl V. W.D. 0812075 --! I ,. I I , f '' I L l I f . i VALLECITOS "WATER DISTRICT I. ALL WA7£R ANI} S<Wf:R L/N€S SHALL BE INSTALL£/} ACCOR/JING TO TH£ CURR£NT STANDARD SP£CIFICATIONS DRAWINGS ANO APPROVED MA7£RIAL LIST OF TH£ VALL£CITOS WA7£R DISTRICT FOR TH£ CONSTRUCTION OF WA7£R ANO ~ FACIL/T/E:S. 2. WA7£R UN£$ SHALL HAVE A MINIMUM COVER OF J6 INCHE:S. SE:W£R LIN£$ SHALL HAVE A MINIMUM COVER OF 5 Fm. :J. CONTRACTOR SHALL NOTIFY TH£ FOLLOW/Ni; AG£NC/£S 4/J HOURS PRIOR TO CONSTRUCTION. VALL£CITOS WA7£R DISTRICr. ........... : ................................... 1-760-744-0460 COX COMMUNICATIONS ......................................................... 1-800-227-2600 S.O.G.&<E: .............................................................................. 1-800-227-2600 PAClnC fJEl..L .................................................................. , .•... t-800-227-2600 UNO£RGROUNO S£RVIC£ ALE:RT. ........................................... 1-800-227-2600 4. IT SHALL 8€ TH£ R£SPONSIBILfTY .OF TH£ CONTRACTOR TO VERIFY TH£ LOCATION OF ALL SUBSTRUCTURES, WH£TH£R SHOWN ON TH£ PLANS OR Nor, ANO PR07£CT TH£M FROM DAMAGE: TH£ ACTU4L. LOCATION ANO 0£PTH OF ALL £)(/STING WA7£R AND S£W£R LIN£$ IS TO 8£ VERIF/£D BY TH£ CONTRACTOR ANO ANY /J/SCR£PANCY IS TO 8£ BROUGHT TO TH£ AT7£NTION OF TH£ £NGIN££R OF WORK FOR CDRR£CTION ANO TH£N SUBMIT7£0 TO TH£ 0/STRICT FOR APPROVAi.. . 5. N£/n-1£R TH£ £NGIN££R, OWN£R NOR n-1£ VALL£CITOS WA Tm OISTRICT SHALL 8£ R£SPONS/8L£ FOR TH£ £NFORC£M£NT OF SAF£TY STANDAROS. 6. A PR£CONSTRUCTION CONffR£NC£ M££TING WITH VALL£CITOS WA 7£R OISTRICT P£RSONN£L SHALL BE H£/..D A MINIMUM OF THR££ (J) WORKING DAYS PRIOR TO CONSTRUCTION, 7. A SIGN£0 SU OF IMPROVEM£NT PLANS 00£5 NOT IMPLY THAT CONSTRUCTION MAY &£GIN. · TH£ CONTRACTOR MUST CONTACT n-1£ VALL£CITOS WA7£R 0/STRICT £NGIN££RING Of:PARTM£NT. 8. ANY PROPOSETJ CHANG£$ IN TH£ APPROVED IMPROVEM£NT Pt.ANS MUST 8£ R£Y/£W£0 ANO APPROVED BY TH£ OISTRICT PRIOR TO TH£ /NSTALLA TION OF SUCH CHANG£S AND TH£ CHANG£$ SHALL 8€ SHOWN ON TH£ IMPROV£M£Nr PLANS. 9. 17 SHALL 8£ TH£ R£SPONSl8/LITY OF TH£ OEY£LOP£R TO MAINTAIN AT ALL TIM£S ON TH£ JOB SIT/!, AN "AS-BUILT" R£CORO OF ALL WAT!;R ANO S£W£R MAINS ANO APPUR7£NANC£S INSTALL£/} UNO£R HIS CONTRACT ANO PROVIO£ SAID R£CORO TO TH£ £NG/N££R AT TH£ COMPL£TION OF TH£ CONTRACT. TH£ NGIN££R SHALL PROVIO£ TWO (2) BLU£LIN£ S£TS OF "AS-BUILrs" TO TH£ /J/STRICT PRIOR TO TH£ WA7£R ANO S£W£R SYS7£M BEING PLAC£0 INTO S£RVIC£, ANO A FINAL "AS-BUILT" MYI.AR AS A CONDITION OF ACC£PTANC£ OF TH€ WA7£R ANO S£W£R SYS7£M. 10. All CONTRACTORS WORKING IN TH£ PUBUC-RIGHr5-0F-WAY SHALL OBTAIN A S£PARA,Tc £NCROACHM£NT PERMIT OR £XCAVATION P£RMIT FROM n-1£ ROPRIATc AGENCY. /NSP£CTION OF ALL WORK IS REQUIRED. FORTY-£/GHT (48) HOURS AOVANC€ NOT/Cc IS R£QUIR£0 FOR NSPECTION. N() WORK SHALL 8€ Pf:RFORMEO IN TH£ PUBLIC RIGHT-OF-WAY ON SATURDAYS. SUNDAYS, OR L£G4L HOLIDAYS WITHOUT TH£ £XPRESS PERMISSION OF TH£ DISTRICT £NGIN££R, ti. UNLESS OTH£RWIS£ SHOWN, SEWER LA7£RALS ANO WAT!;R S£RVIC£S SHALL 8€ RUN P£RPf:NOICUlAR TO TH£ MAIN. 12. ALL WA 7£R LJN£S SHALL 8£ DUCTILE: IRON PIP£, CLASS J50, OR AS N07£0, ALL FlmNr;s AR£ TO 8£ PUSH ON, UNLESS OTH£RWIS£ SHOWN OR APPROVED BY TH£ IJISTRICT £NG/N££R, ALL SEWER LJN£S SHALL 8€ 8£lL AND SPIGOT SVR35 PVC Pl~ OR AS NOTED. 1 :J. TH£ CONTRACTOR SHALL 7£ST HIS UN£S AGAINST HIS OWN BLOCKING ANO NOT AGAINST 0/STRICT VAL V£S. 14. UPON CONNECTION OF TH€ N£W WA7£R SYSTFIJ TO TH£ £XIST/NG SYST£M, ALL VALV£S ON TH£ EXISTING ANO N£W SYSTFIJ SIWJ. BE: OP£RA7£0 ONLY BY /J/STRICT PERSONNEi.. TH£ OEY£LOP£R OR CONTRACTOR SHALL NOTIFY /J/STRIC'f INSPECTOR IN WRITING A MINIMUM OF 6 WORKING OA!'S PRIOR TO A PLANNED SHUTOOWN. 15. ALL ABANOON£0 S£W£R LA7£RALS SHALL 8€ CAPPED AT THE: P{WPERTY LINE: ALL ABANDON£0 WA7£R SERVICES SHALL 8€ PLUGG£0 OFF AT TH€ MAIN. ANO TH£ CONNECTION S£\1£R£0. BAILS ANO S£RVICE: SADOL£S OTH£R THAN BRASS SHALL 8€ R£PLAC£0 PRIOR TO ABANOONM£NT. R£LOCAT€ £}(/STING S£/?VIC£S AS DIR£C7£0 BY TH€ DISTRICT £NGIN££R. 1 B. ALL S£WER LA7£RALS DAMAG£0 OR MOD/F/£0 DURING CONSTRUCTION SIWJ. B~ R£PAIR£0 IN FULL AS DIR£C7£0 BY THE: DISTRICT £NG/N££R. 17. ALL LA7£RALS SHALL Be CONSTRUCT£0 TO A MINIMUM -FOOT (S] 0£PTH (TO TOP OF PIP£) AT PROP£RTY LJNE: ANO SHALL BE: CLt:AR OF ORMWAYS. ALL LAT£RALS SHALL BE CLE:ARLY MARKED WITH AN "s" ON TH£ CURB ANO SHALL BE: SHOWN ON TH€ "AS-BUILT" DRAWINGS. I B. PRIOR TO ACC£PTANC€ OF ANY SEWER UN€ BY TH£ 0/STRICr, ALL MAINS SHALL 8€ AIR PRESSURE: 7£57£0, FLUSHED CLE:AN USING TH£ "WA l1-IE:" BAL,L M£THOD, ANO SHALL PASS A 5Jf MANDR£L THROUGH TH£ PIPE:. 19. TH£ /J/STRICT WILL NOT SUPPLY WA7£R OR SEWER S£RVIC€ TO .ANY PROJE:CT UNTIL ALL PROVISIONS OF TH£ /J/STRICT STANDAROS ANO IMPROV£M£NT PLANS HAVE B££N MU, ANO FINAL ACC£PTANCE: OF THE: PROJ£CT HAS B££N GRAN7£0 BY TH€ /J/STRICT BOARD OF O/R£CTORS. 20, IF M£7£RS ARE: INSTALL£0 IN S/0£WALKS OR DRIVEWAYS, M£7£R 80X£S SHALL 8€ OV£RSIZ£0, P£R 0/STRICT STANDARD ORAW/N(;S ANO APPROV£0 MAT£RIALS UST. 21, Re..OCATION OR £X7£NSION OF ANY £XISTING WATER ME:TT:R SHALL Mf:AN INSTALLATION OF TH£ ME:TER AT A LOCATION IN CONFORMANC€ WITH OISTRICT SPECIF/CATIONS AS DIREC7£0 BY TH€ !)/STRICT ANO P£RPf:ND/CULAR TO TH€ MA/NL/Ne CONNECTION, UNLESS OTH£RWIS£ N07£0, SERVICE LA7£RALS OTH£R THAN COPP£R SHALL BE: R£PLAC£0 TO THE: MAIN, BAILS AND S£RVIC£ SADOl£S OTH£R THAN BRASS SHALL ALSO 8€ R£Pt.AC£0. 22. WA7£R SERVIC£S WHICH AR£ DAMAGED DURING CONSTRUCTION SHALL 8€ R£PlAC£0 IN FULL WITH A COPP£R S£RV/C£ P£R /J/STRICT SPECIFICATIONS AS OIR£C7£0 BY TH€ /J/STRICT. MM&RP NOTES {DUST MITIGATION & RAPTOR NESTING) PER 4, 10-6: TEMPORARY DESILT/NG BASINS CAN ONLY 8E R£MOV£D WHEN PERMANENT £ROS/ON CONTROL LANDSCAPING HAS 8EEN ESTA8l/SHED TO THE POINT THAT DOWNSTREAM £ROS/ON AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS. PER 4.4-248: IF OCCUPIED RAPTOR N£S1S ARE PRESENT DURING GRADING AND CONSTRUCTION WHICH CRF:ATES ADVERSE £FFEC1S TO ACTIVE RAPTOR N£STS, INCLUDING NOISE L£\1£!.S WHICH WOULD BE AOOVE: 60d8(A) AT NESTING SITE:, OPERATIONS SHALL BE RESTRICTED TO 200 FEIT FROM ANY ACTIVE: N£ST. PER 4.9-4A: IN O/STUR8ED ARF:AS ANO ON MANUFACTURED SLOP£S, APPROVED GROUND COVER SHALL BE REPLACED WITHIN JO DAYS FOLLOWING THE COMPLE:TION OF GRADING ACTIVITIES. B: ARF:AS GRAO£D FLATTER THAN 6: I SHALL BE PLANTED WITH A COV£R CROP OR COVERED WITH JUTE M£SH IN CONFORMANCE WITH SECTION £.J-1.2-2. I OF THE: CITY LANDSCAPE: MANUAL. C: E:XPOSED STOCKPILES (/.£, GRAvrt., SANO, AN/) DIRT) WITH 5:J OR GREATER SILT CONTENT SHALL 8E: ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINO£RS ACCORDING TO MANUFACTURES' SPECIFICATIONS. D: ARF:AS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING DUST. £: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE: SUSPENDED WHEN WIND SPEEDS £XC££D 25 MPH AS M{:ASURED AT TH£ OCF:ANSIDE: STATION OF THE: NATIONAL WF:ATHER SERVICE, IT SHALL BE THE: RESPONSIBILITY OF TH! GRADING CONTRACTOR TO ASCERTAIN AND RECORD DAILY WIND SPEEDS DURING THE GRADING PROC£SS. THESE RECORDS SHALL BE AVAILABLE FOR INSP£CTION 8Y THE PUBLIC WORKS INSPECTOR. MM&RP NOTES {CONT.) {DUST MITIGATION & RAPTOR NESTING) F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOS£ MATERIALS OFFS/TE: OVER PAVED ROADS ARE TO 8£ COVERED OR SHALL MAINTAIN AT LF:AST TWO FEIT OF FR££BOARO (I.£., MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD AND THE TOP OF THE TRAIL£R) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA VEHICLE COD£ S£CTION 2J 1 14. G: DUST £MISSIONS FROM ROCK CRUSHING OPERATION SHALL 8£ CONTROLLED BY THE USE OF WIT-SUPPRESSION TECHNIOU£S INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVEYOR FE£DS FOR TH£ CRUSHER,' Wfi/NG OF STOCKPIL£S AND C£SSATION OF CRUSHER ACTIVITIES WH£N .WINO SPEEDS ARE IN £XC£SS OF 25 MILES PER HOUR. WIND SPEED AND CRUSH£R OP£RATION RECORDS SHALL 8E KEPT IN ACCORDANCE WITH MITIGATION MF:ASUR£ 4.9-4(£), ABOVE. H: PAVED STR££TS OFFS/TE SHALL BE: SWEPT AT THE END OF F:ACH WORKING DAY IF VIS/BL£ SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC PAVED ROADS (RECOMMENDED WATER SWEEPERS WITH RECLAIMED WATER) · I: ACTIVELY USED UNPAVED ROADS, PARKING AREAS AND STAGING AREAS SHALL 8£ WATERED THR££ TIMES DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE ARF:AS ACCORDING TO MANUFACTUR£RS' SPECIFICATION. J: POSTED TRAFFIC SPE£0S ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS, ' K: CONSTRUCTION ROADS THAT HAVE: A TRAFFIC VOLUME OF MORE THAN 50 DAILY TRIPS 8Y CONSTRUCTION EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL B£ SURFACED WITH GRAV£L OR OTHER MAT£R/ALS TO REDUCE DUST. t=F:A~~Nr:,uc;.r~ t,$-<;f ~~trto~£Z1At~Tt.E PAVED OR GRAV£1,ED AT MM&RP NQieS (GENERAL) P£R 4,4-2J CONSTRUCTION STORAGF: AND STAGING ARF:AS SHALL Bf: LOCATF:D AS FAR FROM HCP/OMSP AR£AS AS POSS/Blf: AND SHALL Bf: Kf:PT FR£f: FROM TRASH AND OTHER WASlE' THAT MAY ATTRACT SCAVENGERS. SIGNING AND STRIPING NOTES I. TH£ .CONTRACTOR IS RESPONSIBLE: FOR INSTALLATION OF ALL SIGN/N(; ANO STRIPING. 2. ALL SIGNING, STRIPING, ANO PAVEM£NT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TR.AFFIC CONTROL D£VICES (FHWA'S MUTCO 200J R£VISION t; AS AM£ND£0 FOR US£ IN CALJFORN/A), TH£ CALTRANS STANDARO SPf:CIFICATIONS (2002 OR LAT£ST VERSION TH£R£0F), TH£S£ PLANS AND TH€ SP£CIAL PROVISIONS. J. ALL SIGN/N(; AND STRIPING IS SUBJfCT TO TH£ APPROVAL OF TH£ PUBLIC WORKS DIR£CTOR OR HIS REPR£S£NTATIV£, PRIOR TO INSTALLATION. ,f.. ANY 0£V/ATION FROM TH£Sf: SIGNING ANO STRIPING PLANS SHALL 8/f: APPROV£0 BY TH£ £NG/NEER OF WORK ANO PUBLIC WORKS 0/RfCTOR PRIOR TO ANY CHANG€ IN TH€ F/£1..D. . 5. ALL STRIPING SHALL 8£ R£Fl£CTIVE P£R CALTRANS SPECIFICATIONS. STRIPING SHALL 8£ R£PA/N7£0 TWO WEEKS #TER INITIAL PAINTING. 6. ALL SIGNAG£ SHALL B£ R£Fl£CT/V£ PER CALTRANS SP£C/F/CATIONS ANO SHALL US/f: ENCAPSULAT£0 L£NS R£FL£CTIV£ SHEU/NG (HIGH IN7£NSITY OR EQUAL). • 7. PRIOR TO FINAL ACC£PTANC£ OF STREU IMPROVEM£NTS, ALL STR££T STRIPING ANO MARKINGS WITHIN A 500' P£RIM£TT:R OF TH£ CONSTRUCTION PROJ£CT WILL 8£ R£STOR£D TO A "UK£ N£W" CONDITION, IN A MANN£R MEETING TH/f: APPROVAL OF TH£ CITY INSPECTOR, 8. £XACT LOCATION OF STRIPING AND STOP lJMIT LINES SHALL 8£ APPROVEO BY TH€ PUBLIC WORKS 0/RECTOR OR HIS R£PRES£NTA TIVE PRIOR TO /NSTALLA TION. 9. CONTRACTOR SHALL REMOVE ALL CONFllCTING PAINT£0 LINES, MARKINGS ANO PAV£M£NT L£G£NOS BY GRINDING. DEBRIS SHALL 8/f: PROMP7LY REMOVED B£ TH!f: CONTRACTOR. I 0. ALL PAV£M£NT L£GENDS SHALL 8£ TH£ LA7£ST VERSION OF TH£ CALTRANS S7£NC/LS. 11. LIMIT LINES AND CROSSWALKS SHALL 8€ F/£1..D LOCA7£D. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWIS€ SPECIF/£0. 12. ALL CROSSWALKS, LIMIT LJNES, STOP BARS, PAV£M£NT ARROWS AND PAVEM£NT LfG£NOS SHALL 8€ TH£RM0Pt.ASTIC UNL£SS OTH£RWIS£ SPECIF/£/), rJ. FIR£ HYDRANT PAVEMENT MARK£RS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL 0£VIC£S (FHWA 'S MUTCO 200J RfYISION I, AS AM£NOED FOR USE IN CALJFORNIA) ANO SAN 0/EGO R£GIONAL STANDARD DRAWING M-19. 14, ALL M£01AN NOSES AND flARES SHALL 8£ PAINT£0 filLOW. IS. ALL SIGNS SHALL 8£ STANDARD SIZE: AS SHOWN IN THE: CALJFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL 0£VIC£S (FHWA 'S MUTCD 200J REVISION I, AS AM£NO£D FOR US€ IN CALIFORNIA) UNLESS OTH£RWIS£ SP£C/F/£0. 16, SIGN POSTS SHALL 8£ SQUARE: P£RFORA 7£0 S7££L TUBING WITH BR£4/G4WAY BASE PER SAN O/£GO R£GIONAL STANOARO DRAWING M-45. 17. WH£N A SIGN IS A TTACHEO TO A POLE, IT SHALL B£ MOUNT£0 USING A STANDARD CITY OF CARLS BAO APPROVED MOUNTING BRACKU WITH STRAPS, I 8. £)(/STING SIGNS REMOVED BY TH€ CONTRACTOR SHALL 8€ DELIV£R£0 BY TH€ CONTRACTOR TO TH£ crTY OF CARLS{W} PUfJLIC WORKS YARO AT 405 04K AV£NU£. 19, ALL SIGNS SHOWN ON TH£S£ PLANS SHALL 8£ N£W SIGNS PROV/0£0 AND INSTALLED BY TH€ CONTRACTOR £XC£PT THOS€ SIGNS SPECIFICALLY SHOWN AS EXISTING TO 8£ R£LOCA7£D OR TO R£MAIN. . DECLARATION OF ENGINEER OF WORK: I HERE{JY DECLAR€ THAT TH£ 0£Sl(;N OF THE: IMPROV£M£NTS AS SHOWN ON THES/f: PLANS COMPLIES WITH PROFESSIONAL £NG/N££R/NG STANDARDS ANO PRACTICES. AS TH/f: £NG/N££R IN R£SPONSIBL€ CHARGE: OF TH€ !)£SIGN OF THESE: IMPROV£M£Nrs, I ASSUM£ FULL RESPONSIBL€ CHARGE: FOR SUCH 0£SIGN. I UNO£RSTANO ANO ACKNOWL£0G£ THAT TH£ SIGNATURE: OF THESE: PLANS BY THE: VALLECITOS WA 7£R /J/STRICT IS A R£V/£W OF (;£NERAL COMPL/ANC€ WITH DISTRICT STANDAROS. THIS APPROVAL IS NOT A DE:TT:RMINATION OF THE T£CHNICAL AOEQUACY OR ACCURACY OF TH£ DESIGN OF TH€ IMPROV£MENTS. SUCH APPROVAL 00£5 Nor, TH£R£FOR£, REt-l£VE M£ OF MY R£SPONS18/LTY FOR TH€ OESIGN OF TH€ IMPROV£M£NTS. ~~• ______________ DATE:,. ___ _ POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS ON€ L£NGTH OF POL Y£THYLEN€ TUBf: FOR EACH LENGTH OF PIPE:, OV£Rf.APP£0 AT JOINT FIGURE: I, INSTALLATION M£THOD A NOTES 4.J. 1 INSTALi.AT/ON, GENERAL EIURIEO OUCT/Lc-lRON PJP£. FlmNGS, VALVES, AND OTHER APPURTENANCES SHALL BE INSTALLED WITH POL Y£THYL£N£ £NCAS£MENT PER ANSI/AWWA C105/A21.5-9J STANDARD. FOR JNSTALLATIONS BELOW THE WA7£R TABLE, USE: TUBE:-FORM POLY£THYLENE WITH BOTH ENOS SEALED AS TIGH7LY AS POSS/Ell£ WITH ADH£SIV£ TAP€ OR PLASTIC Tl€ STRAPS AT TH€ JOINT OVERLAP. Pl.ACE: CIRCUMFERENTIAL WRAPS OF TAP£ OR PLASTIC Tic STRAPS AT 2-FOOT INT£RVALS ALONG THE: BARREL OF THE PIP£ TO HELP MINIMIZE THE: SPACE: 8£TW£EN THE: POL Y£THYI.EN£ AND THE: PIP£. 4.J.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCAS£1,1£NT ON OUCTILE-JRON PIP£ SHALL BE: BY METHOD A. 4.J.2.1 M£THOO A (REFER TO FIGURE: 1): CUT POLY£THYLENE: TUEi€ TO A L£NGTH APPROXIMAT£LY 2 FE£T (0.6 m) LONGER THAN THAT OF TH€ PIP£ SE:CTION. SUP TH€ TUB£ AROUND THE: PIP£. CE:N7£RING IT TO PROVIDE A 1-FOOT (O.J m) OVER!.AP ON EACH AOJACfNT PIPE: SECTION, AND BUNCHING IT ACCORDION FASHION L£NGTHWISE: UNTIL IT CLEARS TH£ PIPE: ENOS. LOWER THE: PIPE: INTO TH€ TRENCH AND MAKE: UP TH€ PIP€ JOINT WITH TH£ PRECEOING SECTION OF P/Pf:. A SHALLOW BELL HOLE: MUST 8£ MADE: AT JOINTS TO FACILJTATE: INSTALLATION OF TH€ POLYITHYLEN£ TUB£. AFTER ASSEMBLJNG THf: PIPE: JOINT, MAK€ TH€ OVERLAP OF TH£ POL Y£THYL£N£ TUBE:. PULL THE: BUNCHED POL Y£THYLE:N€ FROM THE: PR£C£DING LENGTH OF PIPE, SUP IT OVER TH£ £ND OF NEW L£NGTH OF PJP£, AND S£CUR£ IT IN Pl.ACE:. THEN SUP THE: £NO OF TH€ POL Y£THYLEN£ FROM TH€ N£W PIP£ SECTION OVER THE: £ND OF THE: FIRST WRAP UNTIL IT OVERLAPS TH£ JOINT AT TH€ £NO OF TT!E: PRECEDING L£NGTT! OF PIPE:. S£CUR€ TH€ OVERLAP IN PLAC€. TAK€ UP TH£ SLACK WIDTH AT THE: TOP OF PIP£ TO MAK€ A SNU(; BUT NOT TIGHT FIT ALONG TH£ BARREL OF TH€ PIP£, SE:CUR/N(; TH£ FOLD AT QUAR7£R POINTS. curs. TEARS, PUNCTURES, OR OTHE:R DAMAGE TO THE: POL Y£THYL£N£ SHALL 9£ REPAIRED AS DESCR/8£0 IN SE:CTION 4.J.5, PROC£EO WITH THE: INSTAL!.ATION OF TH£ N£XT SECTION OF PIP£ IN TT!£ SAM€ MANN£R. 4.J.5 REPAIRS. RE:PAIR curs. TEARS, PUNCTURES. OR OAMAG€ TO POLY£THY!.£NE: WITH ADHESIVE: TAP€ OR WfTH A SHORT LENGTH OF POL Y£THYLE:N£ SHEU OR A TUB£ CUT OPEN, WRAPPED AROUNO THE: PIP€ TO COVER TH€ DAMAGED AREA, ANO SE:CURED IN PLACE:. DAVID A. BLALOCK, R.C.£. 62891 EXP, B/J0/06 . V.W.D. "AS-BUILT' I• mlllil■ ~-------. ' . r 60' ROW P£R FINAL MAP 6" J' f r ~ MIN~ s· 7.5' 17' 17' 7.S' s· f ,MIN, .µ....j,.2.-tf:,~--_l_!_----t---__!_!.---1'4rf-"-lf-1 2' 6" TYPE: G CURB &< GU T7£R 2,c - STRUCTUR,)L S£CTIQ/'I. BAS£0 ON FINAL R' VALU£(S££ STREET NOT£ I. SHT. 1) 6" TYPE: G CURB de GU T7£R 2Jf 11' B: PVC S£~RfVWD) 5 COVER (MIN. 18" a: DIP WA lf:R (VWD) 3 COVER (TYP} SITIO CALIENTE (Pl,JBLIC) CORTE FORTUNA (PUBLIC) STA. 10+50.00 TO 24+97.79 T.l.=5.0 4' AC/4" AB (MIN.) NOTTO SCALE T.l.=5.0 4' AC/4' AB (MIN.) NOTTO SCALE i I T ELEV!\TION SHOWN ON Pl.ANS I . ..-:f=~::;----STl?Ea LIGHT J' MIN~ FIR£ HYDRANfr-..!!- 4.5' -" 2' ~,~;;"" I !!§,~, ~ ~cc ,,, .. rl •· SIDEWALK \ 6" MIN. 16' 6" TYPE G CURB de GUT7£R 2,c - ~Jf½~Tf{IJk, 5~1Wrfsftf&E£T NOT£ 1. sHr. 1) 56' ROW P£R FINAL MAP 16' 6" TYPF: G CURB de GU mR 2Jf ,,. 8" PVC S£1tf;Ji'fVWD) 5' CD VER (MIN. 4.5' 8" ·' ~ ~-r 4• PCC '"$ SIDEWALK 8: DIP WA(T£R (VWD) 3 COVER TYP) SITIO CALIENTE (PUBLIC) SITIO COLINA (PUBLIC) STA. 25+94.79 TO 27+00.00 TJ.=5.0 4" AC/4" AB (MIN.) NOTTO SCALE T.l.=5.0 4" AC/4' AB (MIN.) NOTTO SCALE T ELEVATION SHOWN ON PLANS HUNSAKER & ASSOCL\ TES JAN DlfCO. INC PIANNINC 9701 Waple, St, ... ENQNEfllNC San Diego, Ca 92121 SURVEYING PH(BSB}.55&4500· FX(858)SS8·1414 I I f I. (' l , I ' [ I t 1-----,;,o,m;enas...------DATE ____ _ (SIGNATIJRE) ____ D=P:.=V=ID~A.~B=LA~L=O=C~K ____ P.E. NO.: 62891 l---+--+------------t---t---r-i---11 SH~E:T I CITY OF CARLSBAD I SH~ETSI £NG/NEERING D£PARTMENT ~===--========::::::::::::::==:::==:::==::..::===; /MPROVEM£NT PlANS FOR: f I r VALLEC/TOS WATER DISTRICT MY REGISTRATION EXPIRES: 6-J0-08 DISCIPLINE R.C.E: BENCH MARK DESCRIPTION: U.S.C. ,k G.X. BRASS 0/SC STAMP£D . "KJ02., 193S" IN CONC. MON. "AS BUILT" LA COSTA OAKS NORTH OFFSITE BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOUTH ENGINEER OF WORK Approved BY.----------~ LOCATION: POINT L/£S 6.5' EAS7£RLY OF £AS7£RN 8£RI/ LIN£ ON RANCHO SANTA FE: ROAD, I JJ NORTH£RLY OF £L£CTRIC DATE APPROVED DAVID A.drL--rl ):, RC£ ____ EXP. ----L!D~£°=:P=U;TY=C=l=TY~· ;£N~G=1N=£~£R~::_R::CE=;;3;3=;0R;1;;=~£=XP::.::::0~6~/~3~□7~'rrn~7~'~D~:~TE ~Btti OAVIOA.BlALOCK RCE NO 62891 £XP. 6/30/08 OAT£ D □te: _____________ ~ 71/tffrlfi~rf 'iK_ I ':&'Is i~t§ED APPROXIMAT£LY 1.2 MIL£S NORTH£RLY OF TH£ IN7£RS£CTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE: £L£VATION: 53J.J9 NGVD 29 MSL l-;:;;:;-;;;:;;;;:;;-;:;;;:--------7----l-+----------+--J--+--t--1 r ~---R£VIEWED BY: DWN BY: _ _,._,,___ PROJECT NO. DRAWING NO. DATE: INITIAL CR~~ :;-('..,-\J~P~ CT 05-15 446-50 CITY APPROVAL "" INSPECTOR OAT£ 0A T£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAT£ JNITIAL DTHf:R APPROVAL L--------------------------,---------===---------------=----------------------------------------------------------------;;:R,~\0;5;'7~1,-.:&;:-En:::;g~\-;S;;PL1JTT1J~MPP'\0S:n□uurnH;-"o□FIFF'.°';s:i'nnE~\jj:05s;711AD3.owg[ 1275l□ct-30-ati(l)],1!!/eu 2J52-125 BIN : v.w.o. 207-228 0713 2.~:. • I . l I --·1111•· 1; ,, . . 111, . ; : ' I l!' · I r l B£ARING/DELTA , 2:s-:s,·12• 2 N Jl'OO'oo• w J '90•00·00• # N 59'00'00" C □ B£ARING/Df.LTA , 2J"2J'40• 2 · N Jroo·oo• w J 2:s-:sJ'2s• # IJT06'52• 5 2J"JJ'211• 6 N 59'00'00" C 7 N 59'00 '0() • C 8 9a·oo·oo• 9 N Jl'OO'oa· w . 7c 2J"J7'56" { , BEARING/DELTA , '2J"J5'J8" 2 N Jl'OO'oo• W J N IJ"42'51• C 4 N 59'00'00• C CENTERLINE DATA RADIUS LENGTH RDJARKS JOO.DO' 12J.15' 86.BJ' 50.00' 78.54' 62.75' CURB DATA RADIUS 1£1/GTH Rf.MARKS 28:S.OO' I 15.55' 6" TYPE G C&G ' 58.87' 5• TYPC G C&G 63.00' 25.90' 5• TYP£ G C&G 57.00' IJ6.4I' 5• TYPE G C&G 6J,00' 25.90' 5• TYPC G C&G J4.79' 5• TYPC G C&G 62.75' 11• TYPE G C&G JJ,00' 51.8#' 11• TYPE G C&G 86.BJ' 5• TYPE G C&G J/7.0()' IJ0,75' 6" TYPE G C&G VWD WATER DATA RADIUS LE:NGTH RE:MARKS JI 1.oa·~ 128,07' 8' DIP CL-J50• 102.41' , 8" DIP CL-J50• J2,9f1' 8. DIP CL-J5o• 78,5fi' 8" DIP CL -J50• • WITH POL YUH YI.ENC WRAP PE:R DE:TAIL ON SHa:T :J ~ use 9' PIPE ILNGTHS (BELL & SPIGOT} WITH J" OCfl.£CnON VWD SEWER DATA < ) BEARING/DELTA RADIUS , N 24'08'10" W 2, N :s1·00·00• w J N IJ"42'S1• C ' N 59·00'00• £ HUNSAKER & ASSOCIATES SA~ DIEGO. INC. PLA~J',;JNC 9707 Waplei; Street fNQNErlNC San Diego, Ca 92121 SUIWEYING, PH(858)558-4500· FX(858)558·1414 ------------ ILNGTH 71.71' 108.J6' 40.07' 84.56' RE:MARKS 8" PVC SOR-J5•• 8• PVC SDR-J5,. 8" PVC SOR-JS•• s• PVC SOR-JS•• •• GREE:N ENGINEER OF RCE NO 62891 EXP. 6/30/08 WORK DATE VWQ NOTE; NLW STRITTS SHALL 8 CONSTRUCTE:D TO SUBGRADE PRIOR TO Tiff: INSTALLA nDN OF THE PUBLIC WA7£R OR fEMR SYSTEM. Date: ______________ _ - "' 3tJ ?8 38 S/T/O CALIENTE lJ!JIE; FOR SEWER AND WA7£R IMPROVE:ME:NTS SE:£ DWG. 446-5F BENCH MARK DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935• IN CONG. MON. LOCAnON: PO/Nr LIES 8.5' EASTERLY OF EAS7£RN "AS flfsl;I N'-6"iffH~%Lr-3f18..lt/!ll Fe ROAD, TJ/tfJJ'lfil9!!.DLIIJff_ I 'J.i~~•":ffff ED RCE ____ EXP. APPROXIMA7£LY 1.2 MllES NORTHERLY OF THC INTERSECTION OF RANCHO SANTA Fe ROAD ANO LA COST.4 A VE:NUC. ELE:VAnON: SJJ.J9 NGVD 29 MSL RE:VIE:WED BY: INSPECTOR 7/J BUILT" DAI£ DATE 20+00 BI I/!, 1" , 1.oCl.' , ,., .,l) ' I<•· 40 0 --;--•-· ..... . ··•····· .. . ·-••···· --·-. . . ··1····· ·:· .. . ,..... . ..... . HORIZ. : 1 "=40 VERT. : 111=8' 40 80 120 SCALE l'= 40' Y.W'.D. "AS-BUILT' 1-------,====------DATE _____ _ (SIGNATURE} ____ .:cDA'-'V'-"ID~A.~B~LA~L~O~CK"--------P.E. NO.: 62B91 MY REGISTRATION EXPIRES: 6-J0-08 DISCIPLINE R.C.£. l----+--+-----------+---+---+--+-----1~ CITY OF CARLSBAD I SHEE:TSI L__'l"__j ENGINEERING DEPARTMENT 1 DATE: INITIAL DATE: INITIAL DATE INITIAL £No/NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVF;MENT Pl.ANS FOR: LA. COSTA OAKS NORTH OFFSITE ' BUILDER IMPROVEMENTS NEIGIIBORIIOOD 3.3 SOUTH APPROVE;D DAVID A. HAUt")~E~ - DEPUTY CITY £:NG/NEER «t 330]r EXP. 06/3&(/,&'o!E OWN BY: ;,__P.'ir-- CHKD BY(--"--- RVWD BY/ (;.vp PROJECT NO. CT0S-15 DRAWING NO. 446-SG ; ' i I "ii :f I ' ' ' '' I I :-....LE.L:..- f l f I [ I I f I R,\0571\&Eng\SPL! T IMP\SOUTH OFFSITE\0571IAD4.ciwgCJDec-l2-2D©7•17 D9W.0. No. 2352-125 BIN : --··---- ' V.W.D. 081207~ -• I l , 1'1111111111. I". 'I , I I "i ' ,, ' ' 't ' ' ? I I '' ' i I .! I. I r1 1 , 2 J 5 8 EID\RING/DEL TA N 59:oo•oo• E T57'()0' N 66'57'00' E N 59•45•00• E N J1:oo·oo• w I 0 BEAR/NG/DELTA I N 59'00'00" E 2 N 5r;·51•00· E J 712•00· + N 5!l:4S'oo· ,: 5 N 5~'45'00" E 1J 712·w· 7 N 66'57'00" E 8 757'()0' 9 N 59'00'00" E 1l 90"00'0()" 11 82'0J'oo• { l 8£ARING/DEl. TA I N 59•00'00• t:: 2 N 59'00'oo• E J 757•00• 4 N 55·51•00• E 5 712'00• 8 N 59'4S'oo• E 1 N J1"00'oo• w CENTERUNE DATA RADIUS L£NGTH REMARKS 161.92' 200.00' 196.2#' 200.00' 25.1J' 38.96' CURB DATA RADIUS LENGTH REMARKS 98.10' r;• TYPE G C&:G 198.24' 6' TYPE G C&:G 18J.OO' 2J.OO' 6' TYPE G C&:G J8.96' r;• TYP/£ G C&:G J/J.96' 6' TYPE G C&:G 217.0()' 27.27' 6' TYPE G C&:G r;• TYPE G C&:G 18J.OO' 25.J!J' 6" TYP/£ G C&G 161.92' 6' TYPE C1 C&C1 J0.00' 47.12' 6' TYPE C1 C&C1 J0.00' 6" TYPE G C&C1 VWD WATER DATA RADIUS LENGTH REMARKS 157.10' 8" DIP CL-J5o• 4.06' 8" DIP CL-J50• 200.00' 27.75' 8" DIP CL-J50• 195.48' 8" DIP CL-J50• 211.00' 26.52' 8" DIP CL-JSO• JB.98' 8" DIP CL-JSO• 58.00' 10" DIP CL-J5CJI' • WITH POLYUHYI..ENE WR<IP PER DUA/L ON SHEIT J ~ USE 9' PIPE LENGTHS (BELL .t SPIGOT) WfTH J" DEFLECnON VWD SEWER DATA < l BEARING/DELTA RADIUS LENGTH REMARKS , N 59'00'00" E 14/J.10' 8" PVC SOR-JS•• 2 N 59'00 '00 • E 29.72' 8" PVC SOR-JS•• J N 66"57'00" E 222.72' 8" PVC SOR-JS•• 4 N 59'45'00" E 51.54' 8" PVC SOR-JS,. IS N Jt·oo•oo• w 47.00' 8" PVC SOR-JS•• •• GREEN STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS , 22.50' 17.19' 18" RCP 1350-D 2 N 59•00 ·oo• tr 58.12' 18" RCP 1350-D J 757'00• 21,.00· 29.28' 18" RCP 1350-D 4 N 66"57'00• E 168.22' 18" RCP 1350-D , N 15'21'19" W 26.48' 18" RCP 1350-D 8 N 66'57'00" tr 25.02' 24" RCP 1350-D 1 7,2·00• 189.00' 2J.75' 24 • RCP 1350-0 8 N 59"45'00" t JB.98' 24 • RCP 1350-0 HUNSAKER & ASSOCIATES ENGINEER SA/'f DIEGO. INC PLANNING 9707 Wapl~ St,eet CNGINEERING San Die10, Ca 92121 DAVID A. 8L4LOCK SURVEYING PH(858)558·4500· FX(858)55B·1414 RCE NO 62891 EXP. ----·----1 - I -- OF WORK l1U3!oz__ 6/30/08 DATE 1-- 78 If. \1YD NOTE; NEW STREETS SHALL BE CONSTRUCTED 70 SUBGRADE PRIOR TO THE: INSTALLAnON OF THE PUBLIC WATER OR SEWE:R SYSTEM. VALLECITOS WATER DISTRICT Approved By: ___________ _ Dote: _______________ _ s,no CALIENTE .M2re FOR SEWER AND WATER IMPROVEMENTS SEE DWG. 446-SF BENCH MARK DESCRIPTION: u.s.c. "' G.X. BRASS DISC ·sTAMPEO "K302., 1935• IN CONC. MON. LOCA noN: POINT LIES 8. 5• EASTERLY OF EASTERN BERi/ LINE: ON RANCHO SANTA FF ROAD, 133 NORTHE:RLY OF ELECTRIC lJJ.AJ:ISMl~ION LINE POLI: MARKED ,~3011 AND "TL1JB25" ANO APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTER~CTION OF RANCHO SANTA FF ROAD ANO LA COSTA AVENUE. ELEVAnON: 53J.39 NGVD 29 MSL .. - ll) o,j ~ l If. "AS BUILT" RC/: ____ EXP. REVIEWED BY: INSPECTOR DATE DAT£ INITIAL DATE ENGINEER OF WORK 40 j REVISION DESCRIPTION 40 80 120 ,--, j SCALE I'= 40' -- INITIAL DAT£ INITIAL OTHER APPROVAL CITY APPROVAL V.W.D, "AS-BUILT' {SIGNATURE) DATE ------,, I _____ D"'/i.""Y""ID'-'-'A.'-"'BLA=LO:..C"'K'------P.E. NO.: ~6=2=8~9~1--I MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E:. CITY OF CARLSBAD ENGINEER/NG DE:PARTMENT IMPROVEMENT PL4NS FOR: LA COSTA OAKS NORTH OFFSITE BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOUTH DWN BY: CHKD BY: _~CV~_ RVWD BY: G,\/f' PROJECT NO. CT0S-15 DRAWING NO. 446-SG R,\05 71 \&Eng\SPLIT IMP\SOUTH □FFSITE\D571IAD5,ciwg[JDec-12-2DD7·1 W!Ol. No. 2352-125 v.w.o. 0812075. BIN : ' I I I r I f I I l I i ! r t -~ ·1■i11R1in1~ ! n, ,·' ,! i ' . I I '' !Ji I, I r: 1 .•. I fl J t I I . I ' ,'! -' ' - -------------. -----------.... ----· ····•- CENTERUNE DATA I I BfARING /DELTA RADIUS L£NGTH , N 59·45•00• E 1#.79' CURB DATA □ BrAR/NG/OCI. TA RADIUS LENGTH , N 5g-45•00• E 47.79' 2 N 5/J"09'J4" E 97.01' J N 51J"45'00' E 47.79' VWD WATER DATA <) Bt;AR/NG/D£L TA RADIUS LENGTH , N 51J"45'0Q" E 86.79' 2 N 5/J"45'0Q" E 58.0()' VWD SEWER DATA C l BfARING/OCI. TA RADIUS LENGTH , N 5g·45'00• E 97.79' STORM DRAIN DATA 0 BfAR/NG/DELTA RADIUS LENGTH , 2 N 59"45'00" E N 59· 45 ·oo• E PLANNING ENQNEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIECO, INC. 97U7 Waples Street San Diego, Ci 9lll1 PH(856)s58·4S00· FX(8SIJ)558·14H 106.29' JJ.5()' /?£MARKS REMARKS 6" TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G REMARKS 8" DIP CL-J50• 10" DIP CL-JSO• REMARKS REMARKS 24" RCP IJ50-0 24" RCP 1350-0 ENGINEER OF DA V/O A. 8/AL OCK RCE NO 62891 EXP. 6/30/08 WORK 11/t3/02 DATE i.l \IWO NQ'/F; NE'N STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALIAnON OF THE PUBLJC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved Sy: ___________ _ Date: _______________ _ 1IQJJ;; SIT/O CALIENTE FOR S£WER ANO WATER IMPROVEMENTS S££ DWG. 446-SF BENCH MARK DESCRIPTION: U.S.C • .t G.X. BRASS DISC STAMPED i<J02., 19J5" IN CONG. MON. LOCAnON: POINT LJES 8.5' £ASTERLY OF £ASTf:RN BER/I LJNE ON RANCHO SANTA FE ROAD, 1 JJ NORTHERLY OF ELECTRIC %NJJ'lrl~~O ll'.tK_ I ?af;•Mf!JffED APPROXIMATELY 1.2 MILES NORTHERLY OF TH£ INTERSECTION OF RANCHO SANTA FE ROAD ANO LA COSTA AVENUE. ELEVATION: SJJ.JIJ NGVO 29 MSL "AS BUILT" RC£ ____ EXP. REVIEWED BY; INSPECTOR DAT£ DAT£ I HORIZ. VERT. 1 " 1 .. 4 ,' 8 40 0 40 80 120 ~ I I I I SCALE 1•~ 40' V.W.D. "AS-BUILT' -----====-----DATE , (SIGNATURE) l ____ _,,0>.,_,'!lcclD~A.,,__,,B,eLA..,,L,,:0_,,CK,.,_ ____ p .E. NO.: _,6,,,2,c89._1._.;1f_r I MY REGISTRATION EXPIRES: B-J0-08 DISCIPLINE R.C.E, l---+-------1-----------+-------1---+---+-----I I SHf I CITY OF CARLS BAD SH;ar ::===:'....'::===EN=c=1N="'=£=R1=NG=D=EP.=i'\=R=™=£=N=r==:::'...:==±:lj IMPROVEMENT PIAN$ FOR; DATE INITIAL ENGINITR OF WORK DATE INITIAL DATE INITIAL REVISION DtSCRIPTION OTHER APPROVAL ClfY APPROVAL LA COSTA OAKS NORTH OFFSITE BUILDER IMPROVEMENTS NEIGHBORIIOOD 3.3 SOUTH OWN BY.• CHKO BY.---~~-1 RVWD BY· GYP PROJECT NO. CT0S-15 Of/AWING NO. 446-5G R,\0571\iEng\SPLIT IMP\SOUTH □Ff SlTE\05711A06.cJwgllDec-'.2-2007 [7,10 W.O. No. 2352-125 BIN V. W.D. 0812075 -' ' I I i I I I ' i ·1 t i I I !If I _, .r II I'. I' ;, I' I! ' ' J I " I ' I ' : ' :, i- j i ' I ::::::r:::: -----. ,-. ·; --1 ..., .-.--.r.·, ... ,.., .. _ ::;:::j:::; -' - . ., ... , ..•. ------,-----. ------.----·· ---T - ----,------- ·----i------ ------------·---------»· - J BEARING/DaTA , N 67" Jo'ao• IV 2 JTIS'oo• J N JO"l5'00" IV □ BEARING/DEL TA t N 67"JO'oo• IV 2 JTl5'00" J N JO"t5'oo· w 4 90·00'00• 5 90'00'00" 6 N Jo·1s·oo• IV 7 J7"15'00" 8 N 6TJO'oo• IV 2 J7"15'00" J N JO'l5'00" W 0£1.TA , 2 N 47"58'22" W J N Jl'05'0I • W CENTERUNE DATA RADIUS LENGTH REMARKS 1J1.5J' J00.00' 195.04' IJl.JII' CURB DATA RADIUS LENGTH RF:MARKS J4.56' 6" TYPE G CJtG JI 7.00' 20/!i.09' 6" TYPE G CJtG 87.J6' 6" TYPE G CJtG JJ.00' 51.64' 6" TYPE G CJtG J0.00' 47.12' 6" TYPE G CJtG 89.Jli' Ii" TYPE G CJtG 28J.OO' 1BJ.99' Ii" TYPE G CJtG J4.56' 6" TYPE G CJtG VWD WATER DATA RADIUS JI ,.oo· l£NGTH REMARKS 29.56' 8" DIP CI.-J50• 202. 19' 8" DIP CI.-J50• 1211.JB' 8" Dl CI.-J50• • WITH POLYETHYI.ENc WRI\P Pl;R DITAIL ON SHEU J ~ use 9' PIPE L£NGTHS (Bill <I' SPIGOT) W/711 J" DEFLU:TION VWD SEWER DATA RADIUS LENGTH R£MARKS 18.20' 8" pi-,:: SOR-JS•• 106.40' 176.58' 8" pi-,:: SDR-J5,. •• GRt£N STORM DRAIN DATA 0 BtARING DElTA RADIUS l£NGTH Rf:MARKS , N 22·30•00• £ 26.25' 18" RCP 1350-0 2 N 22"JO'OO" F: J/.25' 18" RCP 1350-0 Rl-1 "sTOP" SIGN W/ OOUBLc STREU NAMt SIGN 12" WHITC LIM/f LIN£ W/-.....__ "STOP" PAV£M£NT L£G£ND (TH£RMOPLAST/C) l7+04.16 CONN£CT TO EXIST 8" PVC SEW£R Cl. INT 16+51.00~ J1+02.08 smo CORAZON 16+02.19 BEGIN CL l24TA 17+06.66 TYP£ B-5 CO vWO NOTc; -_] ___ --+----~---,------- --··:---·-----· .. r··--·1 17+00 Nf:W 5TR££T5 SHALL BE: CONSTRUCTED TO SUBGRADc PRIOR TO TH£ INSTALJ.AnON OF THc PUBLIC WA TE:R OR SEWF:R SYSTEM. VALLECITOS WATER DISTRICT HUNSAKER & ASSOCIATES ENGINEER OF WORK Approved By: ___________ _ S,\!11 01EGO. INC. 48 \ 41 -l ~ ~ ?, ,. " -"' ... i-i-"' ., ., -- ~ i oi -ii i-., -- -60 411 ~ " _i ~ .., ~ " :Ii "'Q ,-; "' " I!:! ~ . "' t 1o ,t "' .,_ -i-i-i--0, -... ., d ., ., ., d ---- , .. ~ I:.] ~ .._ ~ ~<) ~ ~ "" 1,-/ lg "' ~ il'; <o ... : i" '1-"" 1,..... ct) -'° '"''°°' 9i i-~~ O:,'-"" "l ., ;j " Q .,_ -9i ·i ~ if. co ~ .,_~ ... !:> 'l: 61 I 411 /;? ~! ~ <ti i-,,. <o ~ .,_ ... ~i:J ... ·. " !Ii i j ~ ;t l ... TC = CL+0.06' UNLESS OTHERWISE SHOWN 44 !li i ,., 1-j ... [,j,"' :g .,_ ... .,_ ~i:J ~ RI-I "STOP" SIGN W/ DOUBL£ STREU NAMt SIGN CORTE FORTUNA NOTE; FOR SEWf:R AND WATER IMPROVE:MENTS S£c DWG. 446-5F HORIZ. : VERT. 20+56.12~ smo GAU TE 0 40 BO 120 40 MH NO 15 _, SCALE I'= 40' ,~-12• WHITC LIM/f LIN£ W/ "STOP" PA V£M£NT L£G£ND (TH£RMOPLAST/C) V. W".D. "AS-BUILT' -----=="""'""" _____ DATE ------1 (SIGNATURE} ____ .:D'--'AV'--'IDc....c.A.~B"'LA~L~O-=C=K ____ P.E, NO.: __,6,,,2~89~1'--1 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.F:. ' ~ CITY OF CARLSBAD I SH££TS I 1-----1----+----------------j---J---t---t---. ~ £NGIN[£RING D£PARTM£NT J 1----1--+---------------+----t--t---t-----i IMPROV£M£NT PLANS FOR: ,. r f l , , ., ,r-, 'I I I ' ,;rt- 1' I I ,,, I , -" , ; I , ' . ~--.I --, I I i f ' I ' I l l I f I I .·' [' I D£SCRIPnON:~~ff !:. a!!f~J<STAMP£0 "AS BUILT" LA~31ltEi~~i~i~~~ITE r -· i "KJ02., 7935• IN CONG. MON. NEIGHBORHOOD 3.3 SOUTH f , (j'j LOCAnoN: POINT u£s 8.5' cASTERLY OF £AST£RN APPROV£D DAVID A. HAUSf2._t ~ -h,/4 : I ~ t fj111N'iiH~'ti.?gfll8_£f'!lM ~ ROAD, l24TE l-----1----+----------------l-----lf---t---t---.1--------~-~~~-~~:::::..""' ?"~• I .... ~ TRANSMl""ION LINE: POLE MARK£D 1--::-RC=-Ecc -cc --;---=---c-=----:-----=--£_XP_._ -_ -_ -_ -_ -_-_----------1-----l---i------------------t----+---t----+---I ~D~EP~U~TY~Cl~TY~£~N~Gl~N~££~R~~RC~£~3~3~06~1~~£~X,=P=. !Oi6r/3~□~~~~~D~A~Tfl , 'n2J01t» AND "11.13825" AND ~ ! -I/fl~ I l ~ / _ I. APPROXIMATELY ,.2 MIL£S NORTHERLY Rf:vl[W[O BY: OWN BY: PROJECT NO. DRAWING NO. G) 'I PLANNING 9707 Waples Street ~IL l:SAt<,~ J.1.../J }/JJL_ Dale:______________ OF THE INTE:RSE:CTION OF RANCHO DATE: INITIAL DATE INITIAL DATE: INITIAL CHKD a~· CT 05 15 446 50 ' ENGINEERING San Diego, Ca 92121 OVID A. 81.ALOCK DATE SANTA FE ROAD AND LA COSTA AVE:NUE. REVISION DESCRIPTION DTHf:R APPROVAL CITY APPROVAL RVWD BY: -G-:;;-'t.l"'P.---• -f I , SURVEYING PH(858)558--4S00· FX(858)558·1414 RC£ NO 62891 EXP. 6/J0/08 ELEYATION: 5JJ.J9 NGVO 29 MSL /NSPf_CTOR OAT£ ENGINEER OF' WORK I : : L----------------------....,...---,-----===================================================================---------..;_--------------;;R::-,,-;;:05~7;::1-:-,&;-;E::-:n:::g7\~SP;;L-;l-:;:-T--;I:;M;P-\:--:S~□;;-U;:;:T;;H-;□~FTF~SiinTE~\;;:05;::7;;-11;-;A:;;C;-7,;;-ciw:;g::r(iiJDi::e:;:c:~i;12:".'-~2iiiooi777i,1j"7,:i'j11~-~~;:c;~).,_-, NM0;;:,223'.J:5s;22--=-1i;2~5f" Lr_-_ ""'._v~.}w[.QD:. Jo~8~1j2~0Q7~5[J[J_ t '-----,, -~: 1 ~-~~-r ---------T -111111~11, i ti'! I