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HomeMy WebLinkAboutDWG 446-4; CT 05-14; LA COSTA OAKS NORTH NEIGHBORHOOD 3.1; 01-09' ' .. I GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIDUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SIT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLlfTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAJN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILJTY FOR rrlE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO mE CITY E:NGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE'. MUST BE'. FILED NAMING THE'. CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE'. PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. rrlE'. INSURANCE'. COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A• AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE'.. 5. NO WORK SHALL BE COMMENCED tJNTIL ALL PERMITS HAVE BEEN OBTA/NE'.D FROM THE'. CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENT$ ARE'. NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE'. IMPROVEMENT AGREEME:NT. 7. NO REVISIONS WILL BE'. MADE'. TO THESE'. PLANS WITHOUT THE'. WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEIT OF rrlE'. PLANS AND TITLE SHEIT. 8. ORIGINAL DRAWINGS SHALL BECOME mE PROPERTY OF THE CITY UPON BEING SIGNED BY me crrr ENGINEER. 9. THE'. ORIGINAL DRAWING SHALL BE'. REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE'. CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE'. MAINTAINED TO THE'. PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 1 1. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHE£15 AND (C) COMPACTION CURVES, SHAU. BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALJFORNIA, PRINCIPALLY DOING BUSINESS IN THE'. FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE'. WRITTEN FIE'.LD COMPACTION REPORT(S) SHALL BE'. IMMEDIATELY SUBMITTED TO THE'. CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MW/NG SHA/ L BE Hf/ D AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE'. FOR CONSTRUCTION. INSPE'.CTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE'. THE MEITING THROUGH THE'. PERMIT CLERK( 4JB-J89 t) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. f J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEITING WILL BE'. MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891.INSPECTION REQUESTS MUST BE'. RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEQfD INSPECTIONS WILL BE'. MADE'. THE'. N£XT WORK DAY UNLESS YOU REQUEST OTHERWISE'.. REQUE'.STS MAD£ AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. I 4. THE'. OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR. SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DITAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING rrlE'. DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE'. MADE'. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE £XCAVATION OF SUCH TRENCH OR TRE:NCHES OR DURING THE'. PIPE'. INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEIT (5') OR MORE'. IN DEPTH AND APPROVED BY mE CITY ENGINE£R AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS £STABl,ISHEQ BY THE CONSTRUCTION SAFFD'. ORDERS Tm £ B CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE'. CONTRACTORS EXPENSE'.. A COPY OF THE'. OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVl;RE:D wmi1N ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS wn I CD\Sf: 'MI./EQIATFLY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE'. CITY ENGINEER TO DO SO. I 7. ALL OPERATIONS CONDUCTED ON THE'. SITE OR ADJACENT THERITO, INCLUDING WARMING UP. REPAJR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUN SIT EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLJDAYS IS AVAILABLE AT THE'. ENGINEERING DEPARTMENT COUNTER.) 1B. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CID'. £NGINITR FOR APPROVAL 1WQ FULL WORKING DA)'.S PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT Of THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WfTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE £XISTENC£ AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLE'.D TD THE'. POSSIBLE'. £XISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON mE PLANS AND ANY OTHER EXISTING FACILJTIES OR STRUCTURES NOT SHOWN. 21. THE'. CONTRACTOR SHALL VERIFY THE'. LOCATION OF ALL E'.XISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT /S FOUND THAT THE'. ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILJTY COMPANIES (SIT BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAi( THEIR FACILJTIES AND SHALL COORDINATE WORK w,m A COMPANY REPRESENTATTVE. UNDERGROUND SERVICE ALERT (B00)422-4t3J SDG&:E (B00)660-7J4J PACIFIC BE'.LL (800)892-012J ADELPHIA COMMUNICATIONS (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)434-29B0 VALLECITOS WATER DISTRICT (SEWER, WATER & RECLAIMED WATER) (760)744-0460 -----' STREET NOTES 1. AC/VAL STRUCTURAL SECTIONS WILL B£ DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED Br A PROFESSIONAL ENGINEER OF THE STATE OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALU£ TESTS AND mE ENGINEERED STRUCIVRAl SECTION MUST . BE SUBM/TTT:D TO THE ENGINEER/NG INSPECTOR FOR RtVIEW AND APPROVAL A MINIMUM OF TWO (2) Clrt WORKING DA rs BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL B£ INSll<LLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS. SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS Will BE ALLOWED. All LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE 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-lOAD REQUIRED FOR RCP. ENGINEER'S NOTES I . NEITHER n-lE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ENGINEER'S NOTES (CONT.) 10. PRIOR TO ORDERING WITERIALS OR BEGINNING CONSTRUCT/ON, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER n-lESE Pl.ANS SEEM UNCLEAR. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HfALTH STANDARDS. lAWS AND REG/JlATIONS. /I. n-lE CONTRACTOR SHALL NOTIFY TH£ SURVE'fORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVE'fOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGIN£ER OF WORK WITH A LOT£R OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE Win-I n-lE LIN£S AND GRADES SHOWN HEREON. n-lE C£RT/FICATION SHALL INCLUDE All ITEMS REQUIRED BY n-lE APPROVING AUn-lORITY. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIB/Llrt FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS ANO PROP£RTY. THIS R£QUJREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORWIL WORKING HOURS. TH£ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD n-lE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE: OF n-1£ WORK ON THIS 12. PROJECT, EXC£PT/NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PIANS. IF THERE JS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRUATION B£FOR£ DOING ANY WORK Br CALLING THE ENGINEER OF WORK AT {858) 558-4500. TH£ GENERAL CONTRACTOR IS R£QUIREO TO K££P AND MAINTAIN A SIGNED SET OF THESE Pl.ANS ONSITE AT ALL TIMES FOR USE Br THE ENGINEER OF WORK, S0/1..S ENGINEER AND TH£ CITY INSPECTOR. TH£ GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DA/Lr BASIS AS WORK PROGRESSES. SAID Pt.ANS SHALL 8£ CERTIFl£D BY n-lE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF n-lE PROJECT. AND 8ECOM£ THE PROPERTY OF THE ENGINEER OF WORK. WORK TO BE DONE n-lE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH n-lE FOLLOWING DOCUMENTS, CURRENT AT n-lE TIM£ OF CONSTRUCTION, AS DIR£CT£0 BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL COO£. 2. CITY OF CARLSBAD STANDARDS. 3. n-1/S SET OF Pl.ANS. 4. RESOLUTION NUMBERS 6145, 6146, 6147, DATED AUG. 16, 2006. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS ANO TESTING, INC. DATED, JUNE 25, 2001, UPDATE LWER DATED FEB. 13, 2001. 7. n-lE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY n-lE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-Dl. 9. VALLEC/TOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER &-SEW£R, ANO APPROVED MATERIALS usr. 10. STORMWATER MANAGEMENT Pl.AN FOR I.A COSTA a4KS NORTH NEIGHBORHOODS 3. 1, 3.3-3.5 PREPARED BY HUNSAK£R DAT£D FEBRUARY 12, 2001. 11. STORM WATER POLLUTION PREVENTION Pl.AN: FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC OR HOPE WIY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEU AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 4. THE CONTRACTOR SHALL VERIF'I All STAKES FOR ACCURACr AGAINST APPROVED PLANS, PRIOR TO TRENCHING Off FORMING AND SHALL BEAR THE COST OF ALL REWORK I 3. RETAINING WALLS, IF SHOWN HEREON, AR£ INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED Pl.ANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR All. R£TA/NING WALLS. PREPARED BY: HUNSAKER &-ASSOCIATES, WD/0 NO. 9 37C3357ofl, DATED SEPT. 26, 2006. 5. WHERE AN £XISTING PIPE LIN£ IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENrt FEET OF BUILDING OR STREET ARfAS AND REPLACED WITH PROPERLr COMPACTED SOILS. IN OTHER ARE:AS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER R£QUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 1. STREU TRE£S SHALL BE INSTALLED PER SECTION IV 0.3 OF THE Clrt OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. N..L SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED Br THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. I 0. TWO (2) SfJS OF SURVE'f (CUT} SHEETS SHALL BE PROVIDED TO TH£ Clrt ENGINEER/NG INSPECTOR. I I. STREET LIGHTS PROPOSED Br THIS PLAN ARE PRIVATE. THE PR/VA TE STREET LIGHTS ARE OWNED AND OPERATED Br THE HOA. PR/VAT£ MAINTENANCE: R£SPONS/81Urt IS COVERED BY AN ENCROACHMENT PERMIT, PR 03-1.ll,_ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBr DEClAR£ THAT I Al,( TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WrrH CURRENT STANDARDS. I UNDERSll<ND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE Clrt OF CARLSBAD DOES NOT RELJEl/c ME, AS ENGINEER OF WORK, OF Mr RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, HUNSAKER a ASSOCIATES ADDRESS, 9707 WAPLfS STl?ffT CITY, ST., SAN DIEGO CA TELfPHONc, /B58I 558.4500 BY· D,;.IO.,BR-l l DAVID A. BLALOCK P.E. NO.: RCE 62891 EXPIRATION DATE'.: ~6~/~3Q=l~Q~8 _______ _ SOURCE OF TOPOGRAPHY DATE, or.!odo2 TOPOGRAPHY SHf)WN ON THES£ PLANS WAS GENERATED BY AERIN.. TOPOGRAPHIC SURVE'f Br SAt"< LO AERIAL SURVEYS (I-J0-91} AND FIELD SURVEY BY D DAr CONSULTANTS IN APRIL, 200,. TOPOGRAPHr SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS Girt OF CARLSBAD DRAWINGS 368-28, 429-1 OWNERS I PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION 1903 WRIGHT Pl.ACE SUITE 180 CARLSBAD, CA 92008 (760} 929-2701 PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 223-011-02 OJ 01. &-08 TH£ CALIFORNIA COORD/NA TE INDEX OF n-llS PROJECT IS N----~1=98~.J~---E ----"6""25=2~ __ _ BASIS OF BEARINGS THE BASIS OF 8£AR/NGS FOR THIS SURVEY IS THE CAUFORNIA COORDINATE SYSTEM -198:J, ZON£ \II, 1991.J5 EPOCH, NORTH AMf:RICAN DAIVM OF TC GB BVC EVC VP/ BC EC HP LP FL DWY FS PRC sr. cc CB PU£ HI-PR THAT RESULTS FRO/I PRDC[[()fN/; USING INCORRECT STAKES THAT ARE NOT VAULM7DJ /4. BY TH£ CONTRACTOR PRIOR TO COMM£NCING CONSmUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT TH£ SOILS REPORT AND ALL mE SUPPLEMENrs THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PIAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANr TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. THE PROJECT AND ADJACENT PROPERrt FROM ANr EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS HAY BALES, TEMPORARY DE:SJLTING BASINS, DIKES, SHORING, ETC) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT AU ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. ACCEPTED FOR MAINTENANCE BY TH£ OWNER. IS. 6. THE £XISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE: RECORDS. TO TH£ BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING 17. UTIL/Tl£S £XCEPT AS SHOWN ON THESE PLANS. BEFORE £XCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY £XC4VATIONS AND VERIFY THE HORIZONTAL AND VERTll,lL LOCATION OF ALL UNDERGROUND UTILITIES AFFFCTJNG THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE n-lE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDF:RING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR RtVISION TO THESE PLANS 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 HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REP/ACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF TH£ APPROPRIATE AGENCY. 8. WHERE TRENCHES AR£ ADJACENT TO FUIVR£ BUILDING SITES. A LICENSED SOILS ENGINEER SHALL BE RETAINED Br THE OWNER TO COMPLFE NECESSARr TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN n-lE PRELIMINARY SOILS REPORT. 9. THESE Pl.ANS SHOWN TH£ MINIMUM IMPROVEMENT R£QUIRED BY THE APPROVING AUTHOR/rt IN ORDER TO OBT,4/N PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROF£SS/ONALS SHALL BE COMPLETED AT n-lE CONTRACTOR EXP£NSE. LEGAL DESCRIPTION I.A COSTA OAKS NORn-1 VILLAGE 3. t (CT 99-D4-D3) CONTRACTOR SHALL SUBMIT AN AS-BUILT Pl.AN INDICATING ALL STREU LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE l,lLC/JlA7FD HGL DURING THE DESIGN STORM, AS REQUIRED fff THE CITY. THE CALCULATED HGL CAN BE FOtJND IN THE APPROVE/J STORM DRAINAGE REPORT ON FILE AT n-lE OFFICE OF n-lE CITY ENGJNE£R. ENGINEER IS NOT RESPONS/BlE FDR USE OF TH£ HGI. SHOWN HEREON, fff OTHERS, WHEN 1./AKING ADDITIONAL CONNECTIONS OR RfAL/GN/NG THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. ENGINEER"S STORM DRAIN NOTES I. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF TH£ l,lLC/JlA TED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALC/JlATED HGI. CAN BE FOUND IN THE APPROVED STORM ORA/NAG£ REPORT ON FILE: AT n-lE OFFIC£ OF n-lE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGI. SHOWN HEREON, Br OTHERS, WHEN 1./AK/NG ADDITIONAL CONNECTIONS OR REALIGNING TH£ SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE TH£ PIPE SOFFIT SHN..L BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE: CONCRETE PIPE WITH REINFORCED THERMOSOTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET mE REQUJREMENrs OF ASTM C76, C361, AND C443. 3. STORM DRAIN PIPES WITH VELOCITl£S £XCEEDING 20 FEET PER SECOND SHALL H-1VE A MIN/MUii COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STTIL THE CONCRETE DESIGN STRENGTH IN THES£ REACHES SHALL BE fc ~ 5,000 PSI. FOR VELOCmES EXCEEDING JD FEET PER SECONO, USE fc = 6,000 PSl 4. INLETS TO BE STENCILED TO SATISFY SUSMP ANO SWMP. LOTS 205 & 215 OF n-lE CITY OF CARLSBAD TRACT CT 99-04-03, VILLAGES OF I.A COSTA -I.A cosrn OAKS NORTH IN n-lE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALJFORNIA, ACCORDING TO MAP NO. 15318 FILED IN n-lE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON APRIL 18, 2006 AS DOC. / 2006-2011049. LEGEND OF ABBREVIATIONS TOP OF CURB RT GRADE BREAK LT BEGIN VERTICAL CURVE TW ENO VERTICAL CURVE PCR VERTICAL POINT OF INTERSECTION MVC BEGIN CURVE CL END CURVE HIGH POINT BNWT. S LOW POINT ' .• noWLW£ ~'{! DRIVEWAY EOP FINISHED SURFACE POINT OF REVERS£ CURVE CDS STREET RCP so CENTER OF CUL-DE-SAC KNU CURB PUBLIC UTIL TIY ANO ACCESS EASEMENT HIGH PRESSURE: SERVICE RIGHT LEFT TOP OF WALL POINT CURB RETURN MODIFIED VERTICAL CURVE CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT £OGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONCRETE PIPE STORM DRAIN KNUCKLE STATIONING .,,I % 0 0 0 COSTA ~ \ \' CITY OF fNCINITAS ,~ ' VICINITY MAP N. TS. V. W.D. "AS-BUILT' 1-----~=,.,.,,.=------DATE _____ I DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE A.C. PAVING/BASE 4• AC/4" AB (MIN.) LEGEND STD. DWG, 6" TYPE G CURB &-GUTTER ••G-2 PED£STR/AN RAMP TYP£ ')I• PEDESTR/AN RAMP TYPE "B" MODIF/£D CROSS CUTTER CONCRETE SIDEWALK ••G-7, **G-21 **G-21 *GS-10 SYMBOL -------- HRNATE STREET LICHT 9,500 LUM (HPSV) PR 07· 1 RIVEWAY *'*E-1, '*E-2, ••M-21 •••G-14B o--Q J I K EXISTING STORM DRAIN STORM DRAIN ! B" RCP STORM ORAJN 2-1 • RCP STORM DRAIN 36" RCP STORM DRAIN 42" RCP CONCRETE CUTOFF WALL CURB INLET TYPE "B" CURB INLET TYPE "B-, • CURB INLET TYP£ "B-2" CLEANOUT TYP£ "B" CATCH BASIN TYPE "F" S£WcR MANHOI..£, 4' 1.0. W/3' DIA. OPENING &-3-Pl£CE LID (vm;,) SEWcR STA 770N £XISTING SEWcR MAIN (VW) •••o-2, "OS-1 ••0-10 ••D-7 q• P. V. C. SEWcR MAIN S-12**** (SDR-35, GREEN) {VW) c::::!9 --➔,:;l-----= ~-- ~------- --0-- 120+00.001 ----s---- 4• SEWER I.ATERAL (\1W).~ S-4'*'* ,. WA~ SERVICE w/ C: (:,METER&-TR/PL REGISTER(VWD} .. ••w-B (HI-PR) IND/CA TES HIGH. PRESSURE SERVICE '£ ---® ---,© 1 • WATER S£RVICE W/ 1 • METER& T'i(fL REGISTER(VWD) *'**W{'8 r {HI-PR} IND/CA TES HIGH PRESSURE S RV/CE --··-·.::::... ---g) ········W····--··-EXISTING WATER L/Nf PROPOSED 8" WATER MAIN (DIP} (VWD) GATE VALVE (VWD) ,.,.W-14, W-16 FIRE HYDRANT ASSEMBLY WITH MARKEff (VWD) ,.**W-4, W-5 END CAP ASSEMBLr (VWD) 1 • AIR VAC ASSEMBLY (VWD) 2• BLOW OFF ASSEMBLY (VWD) THRUST BLOCK (vWD) 12• WHITE LJMIT LINE, "STOP" PAVE'.ME:NT LEGEND (THERMOPLASTIC) DOUBLE STREIT NAME'. SIGN Rt-1 SIGN STREET CENTERLINE MONUMENT -"'**•W-2 ,.,.W-1 ••••W-15 ••M-10 ----w---- --®----§: FH VALLfCJTOS WATER DISTRICT ~~~ D A. BLALOCK V08T[:<;Ji.Nl~QI)1;L.. ZQOQ .(f~EPY~TU,_ --~--_._. ~· " " ---I I DAVI P.E. N0.:~6=28=9~1--,;~;','f}Rlr.AT!l!N SERVICE W//,ij_ "METER P~/l VWD -If' W-7, l'i ', [._,·,:1""-..-STATEMfNT RELATING TO REIMBURSEMF;NT AGREEMENTS AND EXTENSIONS OR ENLARGEMENT OF FACILITIES ~-w-a I J 1,1 ·:~FL~W f:,REI/ErYTEtf /'Ell VWD l>Wt;. W·l'l ~-•.::i1---- 198J (NADBJ), GRID BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COOROINA TES AR£ PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17211, FILED IN mE OFF/C£ OF THE SAN 0/EGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE: N 04·55'J9" W Ths Owner of the project designated La Costa Oaks North hos reviewed District Ordinance Na. 115, Adopted November project: Neighborhood 3, 7 f, 1995 and agrees that the C4RLSB40 FIRE DEPARTMENT l..!M:!.!Y~RE::G:::IST~RA~J~IO~N=E=X:;;P:;;IR;;;ES~:=~6~-;§J0§-§0~8~;;;;;;Dl;;;SC;;;l;;;;PU=N::E:::;;;;;R;;;;,C::.E=. =!.-....; ~·--criY OF CARLsBAD/CMwa--sfAFi'iJAko oiAwtNG .1:i sHEET 1NDEx -•• COUNrt OF SAN DIEGO REGIONAL STANDARD DRAWING NOTES AND LEGEND ••• AS MODIFIED Br mE Clrt OF CARLSBAD STANDARDS KEY MAP ANO SECTIONS •••• VALJ.ECITOS WATER DISTRICT STANDARD DRAWINGS IMPROVEMENTS REQUIREMENTS: AND SPECIFICATIONS REFERENCED BEARINGS FROM OTHER DOCUMEN1S/DEEOS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. rrlE COMBINED SCALE FACTOR AT STATION 147 IS 0.9999J947. GRID DISTANCE ~ GROUND DISTANCE X COMBINED SCALE FACTOR. ll1I is not eligible for a reimbursement agreement. D is eligible for a reimbursement agreement and: NUMEJEJI OF F.H. 'sJ..._ F.fl..Ow.JJgf}G.P.11. OUT OF .1-F.H. 's TREATMENT CONTROL BMP TABLE 1 IMPORTANT NOTICE D will execute an agreement with the District. TYPE FLOW THROUGH SEPARATION MAINTENANCE MAINTENANCE: DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY MP-51 VORTEX SEPARATOR PRIVATE CC&:R 9 PER SCHEOULE IN SWMP QUANTITY 96,249 S.F. 5,149 L.F. 4 E.A. 2 E.A. t,120 S.F. 28,044 S.F. ,, E.A. 9,330 S.F. 833 L.F. 403 L.F. 369 L.F. 334 L.R' 2 E.A. 2 E.A. 7 E.A. I E.A. t 4 f.A. 5 E.A. 19 EA. 2,59.1 L.F. 80 E.A. 61 E.A. 19 E.A. 2,776 L.F. 9 E'.A. 8 E.A. 2 E.A. 5 E.A. 8 E.A. 4 E.A 1 E'..A. J E.A 1 E.A. 14 E.A. ! E.A. 2 E.A. SHEET 1 SHEET 2 rJ: 3 SHEET 4-9 SECTION 4216/-1217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT l0£NTIFICA TION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT /.D. NUMBER CILL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG ll1I will not execute an agreement with the District. Reimbursement agreemen:,k J Signed by: -~e:..,;._a;;,,,..~"""'""·'"'-•=------ Vallecitos Water District ~ CITY Or, CARLSBAD ~--+---+----------------j---j--,---t--7 L_l:_j ENGINEERING DEPARTMENT ~--~--+----------------+---+--t---+--1 L------------;::::===========:::!...L----,.-----------------,-----------....JL ____ -t._-=_-=_-=_-=_-=_i-=_-=_-=_-=_j-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_~t-=--=--=--=-~t-=--=--=--::,t-=--=--=--=-t-=--=--=-~1 IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" n5'iL~iW"fu~ti~~ms WATER DISTRICT DESCRIPTION: IJi<§gz._.,,1ffE·1~~N~S'uJJAMPED ~ I} . NEIGHBORHOOD 3.1 HUNSAKER & ASSOCIATES ENGINEER OF WORK LOCATION: POINT LIES 8.5· £ASTERL'f OF EASTERN w.vB .ttt .1l./1'./.a_ 1---+---+---------------t---t--;---,--~ .APPROVED DAVI~ HAl'.llrJI ~ _, U°' ,tf!2 _,.;! BERi/ LINE ON RANCHO SANTA FE ROAD, ( J. _ ,I ,T /._ ? I GLo 7 Approved By: ~""""'"''~---13J NORTHERLr OF ELECTRIC RCE (E,.;;J,B'j/ EXP. Ip ~.3o.JI-DATE: QI EXP. •;oo !I O"T'" SAN DIEGO, INC PLANNING 97U7 Waples Street E\JGINEERING San D.iego, Ca 92121 SURVEYING PH(8SB)S58·4SOO· FX(858)SS8·1414 I DAVID A. BLALOCK RCE NO 628it 1 EXP. 6/30/08 04/odoi__ DATE -TJ/tfJ~fJl~~/l'{_,'Jlh~.MtfJ!JED l~,9()1< l:,A.,,_ l\ AS-8UtlT DEPUTY CITY ENGINEER RCE .3:1''=""--=-=-=-=.:!.-=-=-=~"~-~~=-=-=-==M='"~ APPROXIWITELY t.2 MILES NORTHERLY REVIEWED BY.·~ ,. l.1 ,,, /0/10 OA/3 RifY.DWY.S-f LATE~l.S ~/££TS 1-'1 /Pt.Pu rr. 11/illlllO ~Vf' DWN 6Y.· ~~~-PRO,.'ECT NO. DRAWING NO. OF THE INTERSECTION OF RANCH() /J 1 £ ,$-/w/lJ DATE INITIAL 'a.he rN1T11-L DATE 1N1T11-L cHi<D er, P.,1'. CT 05-l4 446-4 SANTA FE ROAD AND LA COSTA AVENUE. /tlJ1'M. [NGJN=R OF WOR'V REVISION DESCRIPTION OTH(R APPROVAL c,rr APPROVAL RVWD BY.· .-:., "::, ELEVATION: 5JJ. 39 NGVD 29 MSL INSPECTOR DA TE ""' " R, \ 05 7 0\8,En g \ I MPR□VEMEN TS\ 05 7 DI B 01.o w g[ 1275JJun-08-20 0 7,0S,02 w.o. No. 2352-126 V.W.D. 207-227 071381 BIN : \ I 072507 12 310 ) . ..- SEWER LATERAL & WATER LATERAL TABLE S/WFR LATERAL WATER LAT£RAL S£W£R DROP L£NGTH LATERAL CURB STR£FT CURB DEPTH LOT STA. @ IF @ TO SlRtE.l SlA. £L£V. £L£V. RFMARKS OF £L£V. B£LOW STA. @ NO. Ml\iN MAIN MAIN LATERAL @ Pl @ OVFR OV£R PL Pl METER LA ffRAL LAT£RAL I 30--1-J0,75 423.69 1.2 35 1 f+.16.61 426.18 431.43 5.5 10+92.32 432,, f 2 .30+61.44 418.93 1.2 35 11+56.09 429.84 430.07 5.5 11+46.16 430.42 3 31 +23.34 420.02 I.? 35 12+25.99 422.43 427.67 5.5 12+75.03 428.07 4 37+77.47 478.02 7,2 33 12-184.50 420.50 425.74 5,5 12+70.31 4?6.2 I 5 32137.74 475.99 1.2 34 13+43.04 418.49 A23,/3 5.5 73+28.90 424.20 6 32+94.72 414.07 1.2 32 13-198.39 416.58 421.82 5.5 13+92.11 422.05 7 33+43.60 41?.36 1.2 31 14+51.08 174.85 "'20,09 5.5 74+24.24 420.97 8 34+11.83 4/0,07 1.2 34 15+17.37 412.56 4 J 7.80 5.5 15+07.53 418. 15 9 34+70.61 408.08 7.2 32 75+74.47 4 J 0.59 475.83 5.5 75+60.78 416.32 ,0 35+27. 18 405.75 1.2 31 76+33.07 408.64 413.88 5.5 16+23.08 414.22 11 35+89.41 402.96 1.2 31 76+95. 75 406.52 47 7 .76 5.5 /6T85. J5 412.09 12 36+48. f 7 400,33 1.2 30 17+53.79 404.39 409.63 5.5 17+36.92 4 I0.25 13 37+02./9 397.89 1.2 30 78+08.53 402.22 407.46 5.5 17198.53 40787 14 37+61.56 395.50 1.2 31 78+68.04 399.57 4G4.85 5.5 i8+57.58 105.28 15 .58+23. J 3 393.32 1.2 32 19+28.99 396.68 401.98 5.5 19+15.56 40?.62 HI-PR 16 38+81.19 391.27 1.2 31 79+85.38 393.81 399. 7 1 5.5 7 9+64. 07 400.23 Hl·PR 17 39+32.02 389.91, 1.0 32 20+38.48 391.46 396.76 5.5 20+23.97 397.29 HI-PR 18 39+87.2(; 388.651 1.0 31 20+92.22 390. t 6 395.46 5.5 20+82.79 395. 61 HI-PR i9 40+56.75 387.72! 1.2 30 ?1+62.62 390.21 395.51 5.5 21 +/2.6.L 395.64 HI-PR 20 41+24.10 38B.48 1.2 30 22+29,9B 391.02 396.32 5.5 22+39.98 396.44 HI-PR 21 41+67.98 389.02, 1.2 30 ?2+73.85 _j91.55 396.95 5.5 22+83.85 396.97 HI-PR CONNtCT SWR !..Al 22 42+02.96 389.78 0.7 28 23+12./2 392.00 397.30 5.5 23+27.41 397.41 TO MANHOLt, HI- PR 23 42+46.44 390.06 f.2 10 23+56.58 392.53 397,83 5.5 23+63.27 397.92 HI-PR 24 43+07.25 390.82 1.2 44 42+95.63 393.24 398.53 5.5 42+87. 1? 39B.65 HI-PR CONN£CT SWR LAT 25 43+52.82 391. 66 0.7 48 41 +43. GB 394,26 399.56 5.5 4 f +!J 1. 96 399.69 TD MANHOL£, Ill- PR 26 43+33.72 391. 18 1.2 46 41 +09. 76 393.80 .599.D~ 5.5 41+17.62 399.22 tll-PR 27 42+7?.DB 390.43 .1,2 24 40147.50 392.95 398.2! 5,5 40+59.76 398.41 HI-PR 28 41+91.93 389.24 1.2 .JO 22+97.80 391.83 397.13 5.5 23+70.65 397.29 HI-PR 29 41+63.75 388.96 1.2 30 22169,02 391.49 396. 79 S.5 22+79.02 395.91 HI-PR 30 40+9325 388, 13 1.2 30 27+99. 72 390.65 395,95 5.5 22-109,12 396.07 HI-PR 31 40+33. i8 387.60 1.2 30 21+39.88 389.98 395.28 S,5 21 +!JO . .J9 395.38 HI-PR 32 40+07.20 388 . .20 1.2 29 21+.13.90 389.97 395.27 5.5 21+03,09 395.34 HI-PR 33 39+47.67 389.55 1.0 28 ?C+5.3,56 390.98 396.28 5.5 20+43.05 396.59 HI-PR CONNECT SWR LAT 34 38+90.09 39_,_35 0.7 30 19+95.90 393.28 398.58 5.5 19+73.97 399.72 TO MANHOLE, HI- PR 35 38+28,60 393. 13 1.2 28 7 9+34.44 396.41 407.77 5.5 !9+!8.77 402,49 Ill-PR 36 36+56.19 399.97 1.2 30 17+62.05 404.07 409,31 5.5 17+29.73 410.51 37 36+04,29 402.30 1.2 ?9 17+10.15 40.5.99 411.23 6.5 17+00.75 411.59 38 35+47. 18 404.86 1.2 29 76+52.92 407,95 413.19 5.5 I6+42.92 413.54 39 34+85.63 407.58 1.2 30 75+93.72 410.00 41.J.24 5.5 75+78. 72 4 7 5.73 40 34+37.6!:i 109.40 1.2 27 15-138. 76 411.87 417,11 5.5 15+27.6B 417.46 41 33151,27 412.13 1.2 28 14+66.08 414. 67 4 J 9,89 5.5 74+44.77 420.26 42 32+97.22 4 I 3.99 1.2 28 14+04.62 416,4? 4?1, 66 5.5 13+94.61 421.99 43 32+41,43 415.87 1.2 26 73+47.76 418.34 423.58 5,5 13136.70 423.95 44 3!+68.68 4 78.35 1.2 28 12+7?.01 420.90 426. 10 5.5 12+67.99 126.48 45 31+18,34 420. 18 1.2 28 12+26,03 422.50 427.74 5.5 12+13.0G 4.28. 15 46 30+56.43 422. 19 1.2 ?5 11+62.10 424.65 429.89 5,5 1!+57.99 430,25 47 30+04.98 123.85 /.2 25 11 +09.90 426.40 431, 64 5.5 10+89.4G 432.18 48 84 181.59 440.?6 1.2 30 3h·B5.15 442.85 448.09 5,5 37+67,95 448.95 .. --· 49 85+28.31 437.54 1.2 29 38+30.90 440.56 445.80 5.5 ..58+01. iC' 447.37 50 85-f84.21 434.96 1.2 32 38+88.45 437.73 442.97 5.5 38+78,52 443.46 51 86+25.37 433. 11 1.2 31 39+27.93 43.5.74 440.95 5.5 39+18.51 441.45 ~--52 86+85.38 429.97 1.2 34 39+90.97 432.64 437.88 5,5 39-f80.54 43B,37 53 87+37.50 427.06 1.2 34 40+40,97 430. 10 435.34 5_:; 40+31.48 435.84 54 87+88.98 424. 19 J.2 32 40+90.41 427.29 4-~2.53 5.5 40+82. 17 433.20 55 88+4 ,_ 7 1 421.52 1.0 32 41+45.84 423. I 5 428.39 5,5 41+23.54 430.05 56 88+98.19 418.22 1.0 31 42-101.02 419.79 425.03 5 .. ':i 4.'+89.89 425.65 57 89+39.67 415.85 1.2 30 42+43.33 4 78. 78 423.41 5,5 42+33,33 423.74 58 90-t-00.07 414.72 1.2 30 43+C4,54 416.81 422.05 5.5 42+91.34 422.23 59 97-t-18.82 414.85 1.2 34 44+24.83 4 76.50 421.97 5,5 44 f34. ?8 422. r2 60 97+79.95 475.92 1.2 33 44+8?.03 417.70 423.20 5.5 44+9!.85 423.46 61 92+1?.44 4 7 6. 93 0./ 26 45+77.44 4 !8.90 424.20 5.5 45+32.52 424,62 CDNNtCT SWR LAT TO MANHOLt 62 92+53./0 4 78.D2 1.2 37 45+72.13 420.45 425.75 5.5 45+80.79 426.02 63 93+16.74 419.55 1.2 39 46+21./6 427. 92 427.22 5.5 46-t-3.1.92 427.51 64 93+69 . .'>2 A21.07 1.2 33 46173.29 423.44 4-28.74 5.5 46+83.63 428.99 65 94+37.80 423.08 1.2 30 42+15.D4 4/.'J.31 A30.73 5.5 42+06.45 431.01 66 94+R7.BO 424.53 1.2 53 411 57. 05 426.81 432.15 5.5 41+48.17 43?.53 67 95+17.95 425.38 1.2 70 41+12.72 428. 72 433.42 5.5 10+99. 7 7 433.80 68 95+54,63 426.65 0.7 27 40+50.35 429.08 434.38 5.5 40+5R, 11 434.4D CONNECT SWR LAT TO MANHOL£ 69 95+2/.20 426.34 0.7 31 40+ 17.30 428.?R 433,69 5.5 40+41.32 434 . .26 CCNNCCT SWR LAT TO MANHDLt 70 95+03.72 424.97 1.2 28 48+10.38 421.39 432.69 5.5 48+21.81 433.00 71 94+53,93 4?3,!J6 1.2 28 47+60.59 425,95 431 .25 5.5 47-172,91 431.60 72 94+13.40 422.37 1.2 28 47+2D. 11 4.24.60 430.08 5.5 47+30. f 1 430.37 75 93+41.70 420.27 1.2 19 46+50,42 422.72 428.02 5.5 46+.79,82 .4.28.31 74 92+73.42 418.30 1.2 19 45+76.89 420.61 125.94 5.5 45+88.72 426.29 /5 92+06.44 416.30 1.2 28 45116.51 418.Bf 424. 11 5.5 45+30.~B 424.56 --·· 76 89+60.73 415.23 1.2 30 42+65.00 4 f 7.59 422.83 5.5 42+60.00 422.96 77 88+81.04 419.05 1.2 29 41+88.91 420,4.Sj 4?.5.7() .'J,!J 47+78.91 426.24 78 88127.45 422.30 1.2 29 47+30.58 424.24 429.48 5.5 41+20,82 430.31 79 87+64,68 425.54 1.2 27 40+70.59 4?8.68 433.92 5.5 40+59.51 431.39 80 87+08.35 428.69 1.2 26 40+71.72 431.58 436.82 5.5 39-1 93.97 437,69 11+33.00 413.38 IRRIGATION M£T£R 1!+41.00 412./4 !RR/GA TION METER HUNSAKE~ ENGINEER OF WORK & ASSOCIATES SAN [)IECO, I• C 0,~~-1{f PLANNING tflffl Waples Street 10!1,ILO ENaNEERINC San Diego, Ca 92121 ' ... DATE SURVEYJNC PH(858)558·4500· Fl((858)558·1414 RCE NO 62891 £XP. 6/30/12 CL , , I I ... ... LENGTH OF LA T£RAL r.a• MIN, DROP TO MAIN TYPICAL LATERAL E:LfVA[IQN IVT5 NOTCS: 68 IDT 82 67 66 65 ~ -=-= =-----cc- 71 72 PL TC I D£PTH 8£LOW PL CONTRACTOR SHALL CONSTRUCT LATERALS WITH PR£SCRIBED SLOP£ AND DROP TO MAIN. LEGEND SUBDMSION BOUNDARY RIGHT OF WAY SHEIT NO. FIRE HYDRANT PR/VA TE STREIT LIGHT STORM DRAIN WATER LINE SEWER LINE STREIT NAME SIGN VALLECITOS ----- @ [>CX] (j---o ==@= + BENCH --~ l\1ARK 81 REC. AREA "AS WATER DISTRICT D£SCR!PTION: U.S.C. &: G.X. BRASS DISC STAMP£D f9jf3Jl{ "K302., 1935" IN CONC, MON. ~" 0 ~, C.. \ ,J ..... '-'j :!, \ c._>,l li<:I LOCATION: POINT Ll£S 8.5' £AST£RLY OF £AST£RN i e >,) G.c12.1:>e.s. B£RM LIN£ ON RANCHO SANTA F£ ROAD, Approved By: '33' NORTH£RLY OF £L£CTRIC RC£ ~:2 8'fl TRANSMISSION LIN£ POL£ MARKED £XP. 'n23011 • AND "11.. 13825• AND R£Vl£W£D BY: LOT 83 I 4 I 44 I I \ \ 3 45 \ \ 50 2 46 I I 49 I I -- KEY MAP THE OAKS \ \ = I I I ' 100 0 V. W.D. "AS-BUILT' 1-------,,===,--------DATE ____ _ (SIGNATURE) ____ ..,eDc,.AV""IDe._cA,:_, ..::B:::LA:,,Le,:O.::.C!!.K ____ p. E. NO.: 6289 t MY REGISTRATION EXPIRES: 6-30-12 DISCIPLINE R,C.£, NORTH NTS 100 200 300 SCALE I'• 100' ------- 1---+---+------------+-----+---+-----+----1 ~ CITY OF CARLSBAD I sH;as I L.:_J £NGIN£ER/NG DEPARTM£NT BUILT" 11/ti(tJ ~-30-/¢. DAT£ 10 10 OAB IMPROV£M£NT PLAN$ FOR: IA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORIIOOD 3.1 r,/1?../01 APPROXIMAT£LY 1.2 MIL£S NORTH£RLY Date: OF TH£ INT£RS£CTION OF RANCHO . /Uul~ Ltftt /11 SANTA F£ ROAD AND LA COSTA AV£NU£. 533.39 NGVD 29 MSL DAT£ DA TE INITIAL DRAWING NO . 446-4 ENGJNEER OF WORK REJl!S!ON DESCRIPTION EL£VAT/ON: INSPECTOR ~, \ 0570\~E ng \ IMP R □ V l MEN TS\05 7 0IB02.ciwg[ J□c t-27-201 °'11 ,09 w.o. No. 2352-126 V,W.D. 207-227 071381 BIN : ,2 310 VALLECITOS WATER DISTRICT I. ALL WATER AND SEWER LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES. 2. WATER LINES SHALL HAVE A MINIMUM COVER OF J6 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET.. ' 3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCTION. VALLEC!TOS WATER DISTRICT. ............................................... 1-760-744-0460 COX COMMUN!CAT/ONS ......................................................... 1-800-227-2600 S.D.G.&E ............................................................................... 1-800-227-2600 PACIFIC BELL.. ...................................................................... 1-800-227-2600 UNDERGROUND SERVICE ALERT. ........................................... 1-800-227-2600 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT TH£M FROM DAMAGE. THE ACTUAL LOCATION AND D£PTH OF ALL £XISTING WATER AND SEW£R LIN£S IS TO BE VERIFl£D BY THE CONTRACTOR ANO ANY DISCR£PANCY IS TO 8£ BROUGHT TO THE ATTENTION OF TH£ ENGIN££R OF WORK FOR CORR£CTION AND TH£N SUBMITT£D TO THE DISTRICT FOR APPROVAL. 5. N£/TH£R THE ENGINEER, OWN£R NOR THE VALLEC/TOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE £NFORC£M£NT OF SAFETY STANDARDS. 6. A PRECONSTRUCTION CONF£R£NC£ MEETING WITH VALL£C/TOS WATER DISTRICT PERSONNEL SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO CONSTRUCT/ON. 7. A SIGN£D SET OF IMPROV£MENT PLANS 00£S NOT IMPLY THAT CONSTRUCTION MAY 8£GIN. THE CONTRACTOR MUST CONTACT THE VALLEC/TOS WATER DISTRICT £NG/NEERING D£PARTM£NT. 8. ANY PROPOS£D CHANGES IN THE APPROV£D IMPROVEM£NT PLANS MUST BE REVIEW£D AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALi.AT/ON OF SUCH CHANCES AND THE CHANGES SHALL BE SHOWN ON THE IMPROV£M£NT PLANS. 9. IT SHALL 8£ TH£ R£SPONS/8/LITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT" RECORD OF ALL WAT£R AND S£W£R MAINS AND APPURTENANC£S INSTALL£D UND£R HIS CONTRACT AND PROVIDE SAID R£CORD TO THE £NGINE£R AT TH£ COMPLETION OF THE CONTRACT. THE NG/NEER SHALL PROVIDE TWO (2) BLUEL/NE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO TH£ WAT£R AND S£W£R SYST£M BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER ANO SEWtR SYSTEM. 70. All CONTRACTORS WORKING IN THE PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE ROPRIATE AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-EIGHT (4B) HOURS ADVANCE NOTICE IS REOUIRED FOR NSPECT/ON. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS, OR LEGAL HOLIDAYS WITHOUT THE £,)(PRESS P£RMISS/ON OF THE DISTRICT £NG/NEER. 11. CONTRACTOR SHALL POTHOLE (EXCAVATE: AND £XPOSE) ALL UTILIT/£S ALONG CONSTRUCTION £XCAVATION CORRIDOR AS SHOWN ON PLANS OR IDENTIFIED BY USA MARK-OUT. THE POTHOLE INFORMATION (UTILITY SIZ~ TYPE, LOCATION, ELEVATION, GRADE AND ALIGNMENT) SHALL BE SUBMITTED TO VALL£CITOS WATER DISTRICT PRIOR TO CONSTRUCTION. INN ADDITION, POTENTIAL CONFLICTS WITH EXISTING UTILITIES, AS IDENTIFIED BY CONTRACTOR, SHALL BE SUBMITTED PR/ORTO CONSTRUCTION. CONS£QUENCES OF CONTRACTOR FAILURE TO POTHOLE ANO PROVIDE INFORMATION TO DISTRICT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY AND LIABILITY. 12. A BLASTING PLAN SHALL BE SUBMITTED FOR DISTRICT APPROVAL PRIOR TO THE USE OF EXPLOSIVES NEAR DISTRICT FACILITIES. 1 J. NEW STREETS SHALL BE CONSTRUCTED TO SUB GRADE PRIOR TO INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. 14. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, CLASS J50, OR AS NOTED. ALL FITTINGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN OR APPROVED BY THE DISTRICT ENGINEER. ALL SEWER LINES SHALL BE BELL AND SPIGOT SDRJ5 PVC PIPE, OR AS NOTED. 7 5. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES. 16. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING AND NEW SYSTEM SHALL BE OPERA TED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT /NSP£CTOR IN WRITING A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN. 17. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 78. THE MINIMUM SIZE FOR WATER SERVICES SHALL BE ONE-INCH (7•). ALL WATER SERVICES SHALL BE MARKED WITH A -W" ON THE CURB ANO SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 7 9. PRESSURE R£GULA TING VALVES SHALL BE INSTALLED BEFORE THE WATER METER FOR ALL INSTALLATIONS WITH CREATOR THAN 750 PSI. 1• HIGH PRESSURE WATER SERVICES WILL REQUIRE A #58 METER BOX. 20. ALL MATERIALS SHALL BE UTILIZED ONLY WITHIN THE PRESSURE RATING OF THE DEVICE. 21. ALL SEWER LATERALS SHALL BE CONSTRUCTED TO A MINIMUM -FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY LINE AND SHALL BE CLEAR OF DRIVEWAYS. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN •s• ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 22. ALL ABN/DONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABNl()ONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABNIDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER. 23. DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ACP PIPE WHICH SHALL BE PERFORMED BY A CONTRACTOR REGISTERED BY CAL/OSHA AND CERTIFIED BY THE STATE CONTRACTORS LICENSING BOARD FOR ASBESTOS REMOVAL. 24. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL WITH A COPPER SERVICE PER DISTRICT SPECIF/CATIONS AS DIRECTED BY THE DISTRICT. 25. RELOCATION OR EXTENSION OF ANY EXISTING WATER METER SHALL MEAN INSTALLATION OF THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY THE DISTRICT AND PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHA/-L ALSO BE REPLACED. 26. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE AIR PRESSURE TESTED, FLUSHED CLEAN USING THE -WAYNE" BALL METHOD, AND SHALL PASS A 5% MANDREL THROUGH THE PIPE. 27. THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACC£PTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS. MM&RP NOTES {DUST MITIGATION & RAPTOR NESTING) • PER 4. 70-6: TEMPORARY DES/LT/NG BASINS CAN ONLY BE REMOVED WHEN PERMANENT EROS/ON CONTROL LANDSCAPING HAS BEEN ESTABLISHED TO TH£ POINT THAT DOWNSTREAM EROSION AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS. PER 4.4-24B: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING GRADING AND CONSTRUCTION WHICH CREA TES ADVERSE EFFECTS TO ACTIVE RAPTOR NESTS, INCLUDING NOISE LEVELS WHICH WOULD BE ABOVE 60dB(A) AT NESTING SIT£, OPERATIONS SHALL 8£ RESTRICTED TO 200 F£ET FROM ANY ACTIVE NE:ST. PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED SLOPES, APPROVED GROUND COVER SHALL BE REPLACED WITHIN JO DAYS FOLLOWING THE COMPLETION OF GRADING ACTIVITIES. B: AREAS GRADED FLATTER THAN 6: I SHALL BE PLANTED WITH A COVE;R CROP OR COVERED WITH JUTE MESH IN CONFORMANCE WITH SECTION E . .J-1.2-2.1 OF THE Cl7Y LANDSCAPE MANUAL. C: EXPOSED STOCKPILES (/.£. GRAVEL. SAND, AND DIRT) WITH 5% OR GREATER SILT CONTENT SHALL BE ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS ACCORDING TO MANUFACTURES' SPECIFICATIONS. D: AREAS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING DUST. £: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED AT THE OCEANSIDE STATION OF THE NATIONAL WEATHER Sf RV ICE. IT SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO ASCERTAJN AND RE:CORD DAILY WIND SPEEDS DURING THE GRADING PROCESS. THESE RECORDS SHALL 8£ AVAJLABLE FOR INSPECTION BY THE PUBLIC WORKS INSPECTOR. ENGINEER ~tJBUI °'K BLALOCK RC£ NO 62897 EXP. MM&RP NOTES {CONT.) {DUST MITIGATION & RAPTOR NESTING) ' F: ALL TRIJCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVED ROADS ARE TO BE COVERED OR SHALL MAINTAIN AT LEAST TWO FEET OF FREEBOARD (I.E., MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD AND THE TOP OF THE TRAILER) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA VEHICLE CODE SECTION 2:3114. G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED BY THE USE OF WET-SUPPRESSION TECHNIQUES INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVEYOR FEEDS FOR TH£ CRUSHER, WETTING OF STOCKPILES AND CESSATION or CRUSHER ACTIVITIES WHEN WIND SPEEDS AR£ IN EXCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL BE KEPT IN ACCORDANCE WITH MITIGATION MEASURE 4.9-4(£), ABOVE. H: PAVED STREETS OFFS/TE SHALL BE SWEPT AT THE END OF EACH WORKING DAY rr VISIBLE 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 BE WATERED THREE TIMES DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE AREAS ACCORDING TO MANUF"ACTURERS' SPECIFICATION. J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS. K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MORE THAN 50 DA/LY TRIPS BY CONSTRUCTION EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL B£ SURFACED WITH GRAVEL OR OTHER MATERIALS TO REDUCE: DUST. L: CONSTRUCTION ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEET ONTO TH£ PROJECT SITE. MM&RP NOTES (Q£N£RAll PER ,f..4-23 CONSTRUCTION STORAGE AND STAGING AREAS SHALL BE LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE AND SHALL BE KEPT FREE FROM TRASH AND OTHER WASTE THAT MAY ATTRACT SCAVENGERS. 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 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA), THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL S/GNAGE SHALL BE REFLECTIVE P£R CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "UK£ 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 INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL 8£ PROMPTLY REMOVED BE THE CONTRACTOR. 70. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 70' INSIDE DIMENSION UNLESS OTH£RWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13, FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2D03 REVISION I, AS AM£NDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE P£RFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS: 7 B. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL B£ NEW SIGNS PROV/OED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS £)(!STING TO BE RELOCATED OR TO R£MAIN. DECLARATION OF ENGINEER OF WORK: I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH ()£SIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THESE PLANS BY THE VALLECITOS WATER DISTRICT IS A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILTY FOR THE DESIGN OF THE IMPROVEMENTS. BY,£}_sJJjjff_ ____ DATE:L~l- DAvrD A BLALOCK R C E 62891 • . . . POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS r:=-==--=...c· IJ ONE LENGTH OF POLYETHYLENE TUBE FOR EACH LENGTH or PIPE, OVERLAPPED AT JOINT FIGURE 1, INSTALLATION METHOD A NOTES 4.J. I INSTALLATION, G£NERAI... BURIED DUCTILE-IRON PIPE, FITTINGS, VALVES, AND OTHER APPURTENANCES SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA C105/A2l.5-9J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM POLYETHYL£N£ WITH BOTH ENDS SEAlED AS TIGHTLY AS POSSIBLE WITH ADHESIVE 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 BETWEEN THE POLYETHYLENE AND THE PIPE. 4.J.2 PIP£. METHOD OF INSTALLATION OF POLYrHYLENE ENCASEMENT ON DUCTILE-IRON PIPE SHALL 8£ BY METHOD A. 4.J.2. I METHOD A (REFER TO FIGURE 1 ): CUT POLYETHYLENE TUBE TO A L£NGTH APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP THE TUB£ AROUND THE PIPE, CENTERING IT TO PROVIDE A 1-FOOT (O.J m) OVERLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION FASHION LENGTHWISE UNTIL IT CLEARS THE PIPE ENDS. LOWER THE PIPE INTO THE TRENCH AND MAKE UP THE PIPE JOINT WITH THE PRECEDING SECTION OF PIP£. A SHALLOW BELL HOLE MUST BE MAO£ AT JOINTS TO FACILITATE: INSTALLATION OF THE POLYETHYLENE TUBE. AFTER ASSEMBLING THE PIPE JOINT, MAKE THE OVERLAP OF THE: POLYETHYLENE TUBE. PULL TH£ BUNCHED POL YETHYLE:N£ FROM THE PRECEDING LENGTH OF PIP£, SLIP IT OVER TH£ END OF NEW LENGTH OF PIPE, AND SECURE IT IN PLACE. TH£N SLIP THE: END OF THE POLYETHYLENE FROM TH£ NEW PIP£ SECTION OVER THE END or THE: FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF THE PRECEDING LENGTH OF PIPE. SECURE THE OVERLAP IN PLACE. TAK5 UP THE SLACK WIDTH AT THE TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARR£L OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS. CUTS, TEARS, PUNCTURES, OR OTHER DAMAGE TO THE POLYETHYLENE SHALL 8£ REPAIRED AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION OF PIP£ IN THE SAME MANNER. 4.J.5 REPAIRS. REPAJR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLENE WITH ADHE:SIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE CUT OPEN, WRAPPED AROUND THE: PIP£ TO COVER THE DAMAGED AREA. AND SECURED IN PLACE. EXP. 6iJD/12 V.W.D. "AS-BUILr' ,~r--·a(~~ ~ 1-, "' ---z DATE e \E:NO. 62891 J;/ (SIGNATURE) "'. XP. 6/30~ ;' DAVID A. BU\LDCK P.E. NO.: 62891 ~ • I 'at ... ~ ~ Ci'" CAI.I~ MY REGISTRATION EXPIRES: 6 J0-12 DISCIPLINE R.C.E. VALLECITOS BENCH 11ARK "AS BUILT" WATER DISTRICT DESCRIPTION: U.S. C. & G.X. BRASS DISC STAMPED ~Bill. "KJ02., 19J5" IN CONG. MON. C 11..\ t.,\M ""-'-'I s.1 c.,»~ a.,. LOCATION: POINT LIES 8.5' EASTERLY OF £ASTERN nJ1"{,3 OF VvORK BERM LINE ON RANCHO SANTA FE ROAD, ' 1 J3' NORTHERLY OF ELECTRIC DATE --,==~:-----STREET LIGHT 7 60' ROW y 6"~ ~--y MIN~+'-,l!f-'5:'....•~7;.:·5:...' --4:,ji. 5:..' __ __.!cVA:!'.R:!!IE=-'S'-'-'FR.,_,O!!!M'.....!.cl 7:...' -.::2~0:'....'---,f-__ __.!cVA:!'.R:!!IE=-'S'-'-'FR.,_,O:eeM'.....!.c1 7'....'_-,e2D:'....'---,F~(!-L-,11'--1..{.!,--,/' MIN. FIRE HYDRANTo;---"'--. ,,,,(-7 ,,,,~ 2%- ::X; ~ 4• PCC SIDEWALK 6" TYPE G CURB & GUTTER 2% ~ 5• TYPE G CURB ,t GUTTER 2% 12' . ~ .. ,,' ~~-"!.f- 4• PCC ~ SIDEWALK SlRUCTURl)L SECT/Of,/_ BASED ON FINAL R' VALUE(SEE SlREET NOTE 1. PG 1) 8" PVC SEWERfWID) 5' COVER (MIN. 8" OR 10• })_JP WATER (Will) J' COVER (TYP) SITIO FRONfERA T.l.=5.0 4" ACl4" AB (MIN.) -/1 $ -i!,U It t NOTTO SCALE T ELEVATION SHOWN ON PLANS VAR/ES FROM 60'-56' STREET LIGHT 3, 6• VA!i/ES PER FINAL MAP \.'.• /ES 6• 3, MIN~.f''--.{!f--'5'-'...;7f.5:..-_4.;;·c:.5_' ---'VA,::,R'-"l,:;ES"-'-FRc,:O="M"--'l!..7'.::-~18:,_'_-t __ ___,V.c,,O.R'-"l'==ES:'....!..F<!.'.RO,::,M,,__,1!..7_'-.!..18,,_' _ _:7'.fS:'...."111-r4.(-' .=!5:...' .,,!l<----'-.f MIN. FIRE H YD RAN r·.,---..,.:._ ~,,., . .,. "'' "' 2· 2% 6" TYPE G CURB & GUTTER -1!.., 6" TYPE G CURB ,t GUTTER 2% 12' 18" -2" SlRUCTURl)L SECT/Of,/_ BASED ON FINAL R' VALUE(SEE STREET NOTE 1. PG 1) -a• PVC SEWERfVWO) 5' COVER (MIN. a: OR 10" })_IP WATER (VWD) J COVER (TYP) SITIO CORAZON T.l.=5.0 4" ACl4' AB (MIN.) /j5 -$U/l- NOT TO SCALE T ELEVATION SHOWN ON PLANS ,....,==~:------STREET LIGHT 60' ROW .J' PER FINAL MAP 5• J' MIN~ 5' 7.5' 17' 17' 7.5' 5• f':i.i1N. +-'----.'-r-~lf-'-'-4----.:..:.,_-----+------'-''------,l<-ffhi''--''--,,!i'-.!....-j 5" TYPE G CURB & GUTTER 2% - 6" TYPE G CURB & GUTTER 2Jf 12' 18" -2" ,, ... , .. ..._~-1-4 • PCC "<>= SIDEWALK STRUCTURl)L SECTIO/o/_ BASED ON FINAL R' VALUE(SEE STREET NOTE 1. PG 1) 8" PVC SEWERfVWD) 5' CO VER (MIN. 8: DIP WA (TER {VW) .J COVER TYP) AVENIDA PARADA T.l.=5.0 4" AC/4" AB (MIN.) //5-Bun.,... NOTTO SCALE T ELEVATION SHOWN ON PLANS HLNSAKER & ASSOCIATES 1AM DIECO. INC PI/INNIN<. 9701 W'l)iel Suee1 EHOltiltlN!. S111 Die&O. a, 9Z121 SURV!YIN& PH(ess)SSIMSOO· ()((858)5S1-1414 I SH~ET I CITY OF CARLSBAD I SH~ETS I £NG/NEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORIIOOD 3.1 APP • X. ,J -IJ.L...-,.:, I'. v-,.... f'E-.,,.., ie.N l...~e.o~-'> Approved By: RC£ l'n:2,g'tl EXP. TRANSMIS:j!ON Lit:{ POLL MARKED '11..2301 I AND ' 13825" AND .4, -.3tJ~/4, I ,-,~.:0)3 llA"' '" Ag-1.3z.11t..r l.7/l~. 7. · '.'J,'f./10 "DEKJTY CITY ENGINEER RC£ H2Q~ EXP .• lt'.J{Z,f,... DATE 1Dh11to APPROX/MA TEL Y 1 .2 MILES NORTHERLY REV1£WED BY: 10/10 DAB Date: ~II ?../01 OF THE INTERSECTION OF RANCHO ~~ 1..i/t1, {J 1 SANTA FE ROAD AND LA COSTA A VENUE. DAT£ /NiTIAL 6/30/72 DATE ELEVATION: 5JJ.Jg NGVD 29 MSL JN§P£CTOR DATE ENGINEER OF WORK REPLACES SHEET ORIGINALLY SIGNED 07/12/07 ///, /. 1rr. bAfE DWN BY: INITIAL DATE IN!T/.AJ. CHKD BY: R£VIS!ON DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R• \05 l U\~E n g \IMPROVEMENTS\ 05 7 0 I B 03.ci w g[ l□c t-27 -2010, 11 • 03 7 ~ PROJECT NO. DRAWING NO. CT05-14 446-4 w.o. No. 2352-126 V.W.D. 207-227 071381 BIN : 12 310 0 , 2 J □ , 2 J 4 \ 1 1 2 < ) 1 2 J 4 5 0 , 2 J 4 5 6 7 8 Bf:ARING/DELTA N 5"10'00" W 30·11'13• N J5'27'00" W BEARING/DELTA 18'48'1J" N 35'27'00" W N 35'27'00" W 18'46'47" Bf:ARING/DEL TA 18'18'01" N Js-21·00· w Bf:ARING/OEL TA N 5'10'00" W N IJ'06'4J" W N 23'41'57" W N 34'17'24" W N 35'27'00" W CENTERUNE DATA RADIUS LENGTI-1 REMARKS 115.98' 700.00' 370.02' 128.90' CURB DATA RADIUS LENGTI-1 REMARKS 583.00' 224. 1s· 5" TYPE G C&tG 128.90' 5" TYPE G C&,G 128.90' 6" TYPE G C&tG 717.00' 235.01' 6° TYPE G C&,G VWD WATER DATA RADIUS LENGTI-1 REMARKS 712.00' 227.41' 8" DIP CL-JSO• 128.90' 8" DIP CL-JSO• • WITH POL YITH'r1.£NE WRAP PER DETAIL SHEU J VWD SEWER DATA RADIUS LENGTI-1 REMARKS 67.72' 8" PVC SOR-JS•• I 10.JS' 8" PVC SDR-35•• 154.68' 8" PVC SDR-35,. 142.39' 8" PVC SOR-JS•• 50.00' 8" PVC SOR-JS,. •• GREEN STORM DRAIN DATA BEARING/DELTA RADIUS LENGTH REMARKS 5'25'20" 688.00' 65.12' 36" RCP 1350-0 8"41 •59• 688.00' 104.46' 36" RCP 1350-0--. N 35'25'40" W 105 • .J4' Jli" RCP 1350-0- N 35'27'00" W 26.47' 36" RCP 1350-0- N 64'32'01" E 27.25' 18" RCP 1350-0 N 64'27'J5" E 36., 7' 18" RCP 1350-D• N 55'25 'OJ" E 118.91' 24" RCP 1350-D• N 54'3J'OO" E 21.99' rs• RCP 1350-o- -WATER-TIGHT JOINTS REQUIRED, SEE PROALE (PRIVATE) (PRIVATE) (PRIVATE) •USE THICKER WALLED PIPE, SEE ENGINEER'S STORM DRAIN NOTF: .J ON SHEU 1. HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 9707 Waple5 Street ENQNEERING San Diego. Ca 92121 SURVEYING PH(858)558ASOO· FX(858)558·1414 ENGINEER OF 9;;:Ja,p.,J.l.l DA VIO A. BLALOCK RC£ NO 62891 E.XP. 6/30/08 WORK alot/02 DATE VWD NOTE; P. -f -:. N y•- 10 IN I l, •-.,, - ------ ----RI-t'AClt -'-~•=--"' \ \ ... ---- ----------------------· . --------------1 - NEW STREETS SHALL BE CONSfflUCTED TO SUBGRAOE PRIOR TO THE INSTALLATION OF THE PUBLIC WATF:R OR SEWER SYSTl:M. VALLECITOS WATER DISTRICT Approved By: ~ ~ , "' 81 48 49 60 TC = CL+0.06' UNLESS OTHERWISE 68 S/T/0 CORAZON BENCH MARK DESCRIPTION: U.S. C. ct G.X. BRASS DISC STAMPl;D "KJ02., 1935" IN CONC. MON. LOCATION: POINT LIES 8.5' E:ASTF:RLY OF E:ASTF:RN iJ11/ N½~J-H~~Lr-lffH8._lf!f//J FE ROAD, '/f/tf Jr/fi'°-4%o LI'{_ 1~Wfs •":J§ED "AS BUILT" t2/BJJ.L wr, /13 APPROXIMATELY 1.2 MILES NORTHF;RLY OF THE INTf:RSf:CT/ON OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. ELEVATION: 5JJ.39 NGVD 29 MSL REVIEWED BY: ~-r--- lNSPECTOR DATE 12--lie!t1 DATE 750 PRESSURE ZONE 1 i ----------.. --- ------- ___ ----------- =1=EFFF-f''=--F---,-r_--t---=,=t ••• = 2 ,,-1 i-.--= ... = .. ➔-==i"==t==~t-t-- 4 +88.5 ••-••••• • •--•-_ 6 -•.• -... ••• =-=+-.c-±=+=+='J='l==r -• 2 ,O(T •-•• ••• --_-_ ,;i: .78 • • 89+64.66 S CUT-OFF WALL PER 5-10 \ ' I 6 2 -:;.E_ -_. -----161~-,-_ •.•• +-=+=+======tc• 89+62.JJ SD REMO'IE: EX PIPE CO ct 34.78 lF OF 18" RCP, THEN CONNECT TD EX RCP 90+00.0D S --~---1'TYP,~£7F"':caBF-----·, :J..~-~-- NW'LY OPENING ,---I ' I ' ' 78 I I 78 I, 79 . 68 VWO WATER ME:.fER NOT/: 40 0 I +-+-_ -----:-:-:-:----::· -+-~~---, -. --- ----1-----1-----+---+ /SHE. GRO fl-S OR PROFILE SCALES 40 80 120 SCALE !'; 40' v. 'If. D. HAS-BUILT' 1------r.===.------------DATE _____ _ (SIGNATURE) ____ _,,M"'V'-"10"-"A.~B:,:LA-"L"'O-"CK:.,_ ____ P.E. NO.: ~6=28=9~1 __ MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E. ~ CITY OF CARLSBAD I SH~ETS I 1-----+--+-----------------t----t---t--------t--, ~ ENGINEERING DEPARTMENT 1------1------1--------------+----t------t--t---i DA TE INITIAL t:NGIN££R OF WORK DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVM IMPROVEMENT PLAN$ FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.1 OWN BY:--~-, Cl/KO BY:. 11.'e'~""-~- RVWD BY: &P R,\0570\&Eng\IMPR□VEMENTS,05701804.dwg[ 1275JJun-07-2007•12,!5W-J. No. 2352-126 V. W.D. 207-227 071381 B,j-1 : ' ) 072507 12 310 ) -------------------,.,. ------------,·•---... -------------_____ J::~ :;1_ -. ~ ___ , 'f"'.:_Eli_~itdddd~l=l=~L~,t:~2'~ . . 8 <ri 1---+--+-+--+-f--+---± -~ ,=FF+c+=c+'=-+-=---=F-+=--===-==========.~ "? l--=~+4=4=1--4=4~~-t·~-!i--4--k-c. .. ,o, r 1 , 2 3 4 □ 1 2 J 4 5 6 7 8 9 10 \ ' I 2 3 4 5 < 1 , 2 $ 4 5 0 I 2 J 4 5 6 CENTERUNE DATA B£ARING/D£LTA RADIUS L£NGTH REMARKS N 35'27'oo• W 96.59' 45•51 'oo· 400.00' 320.09' N 81"18'00• W 117.18' N B' 42 ·oo· t:: 20.00' CURB DATA B£ARING/D£LTA RADIUS L£NGTH R£MARKS N 35'27'00" W 16.51' 1,• TYPE: G C&G 43•41 '08" 418.00' 318.71' 1,• TYP£ G C&G N 81'18'00" W 7.91' 1,• TYPE: G C&G 28'11 •45• 100.00' 49.21' 1,• TYPE: G C&G N 53'06'15• W 50.00' 6" TYPE: G C&G 208·11•45• 38.00' 138.08' 1,• TYPE: G C&G N 81'18'oo· w 117.18' 1,• TYPE: G C&G 45·51•00· 382.00' 305.1,9' 6" TYP£ G C&G N 36'40'oo· w 47.09' 6" TYPE: G C&G N 35•21·00• w 49.51' 6" TYPE: G C&G VWD WATER DATA BEARING/D£LTA RADIUS LENGTH REMARKS N 35'27'00" W 55.51' 8" DIP CL-350• N 35'27'00" W 41.08' 10• DIP CL-350• 45•51 ·oo· 412.00' 329.70' 10• DIP CL-350• N 81'18'00· w 26.34' 10• DIP CL-350• 3J'40'4J" 200.00·~ 117.56' 10• DIP CL-350• • WITH POL ITTHYL£N£ WRAP P£R D£TAIL ON SH££T 3 ~ USE: 9' PIP£ LE:NGTHS WITH J' D£FLE:CTION VWD SEWER DATA BEARING/DEL TA RADIUS L£NGTH REMARKS N JS·21·00· w 66.51' 8" PVC SDR-35,. N 42'22'41• W 150.20' 8" PVC SDR-35,. N 66'02 '03• W 183.68' 8" PVC SDR-35•• N 81'11 '40• W 131.08' 8" PVC SOR-JS,. N Jl'15'51 • W 27.4J' 8" PVC SOR-JS,. •• GR££N STORM DRAIN DATA BEARING/D£LTA RADIUS L£NGTH R£MARKS N 35•21•00• W 2.93' 36• RCP 1350-D N 54·33•00• E: 57.41' 18" RCP 1350-0~ N J5'45'5I" W 56.12' 31,• RCP ,350-D~ N 53'20'00" E: J.25' 24" RCP 1350-D N 53'20 '00" E: 10.15' 18• RCP 1350-0- N 36'40'00" W 7.45' 36• RCP 1350-0~ ~WAT£R-TIGHT JOINTS R£QUIRED, SE£ PROFILE: HUNSAKER & ASSOCIATES SAN DIEGO, I N C PLAN,INC 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858}558·1414 (PR/VAT£} (PR/VAT£) ENGINEER OF fl:ltBu../ DAVID A. 8/ALOCK RCE: NO 62891 E:XP. 6/30/08 .••• <::>••· . F+±"+"c-ct=c=t=±cc+±=+-::i"c-c"•••h.-:; •••••:. 43+47.51 2 BO P£R vwo W-1 . . -··------._.,,_ ~" -:75•TJ> 4 .· 90+00.00 so TYP£ F CATCH BASIN NW'LY d: SW'LY OP£N/NGS 90+25.00 SD CUTOFF WALL PER S-10 43+05.4J 44+00 ~ ,,.........,.... --~ 1~....- 43+55.51 .. 10+11.00 AV£NIDA PARADA CONST 8 8 x8 FLG T££ .t TB 3 E:A~ 8• FLGxPO GV'S 1 E:A~ 8·x10• REOUC£R 43+63.51 2 80 PE:R VWD W-1 see s'.f. P.A ... 'lf1}~..-r. {l ~ rs~ .... Q; 69 12 '? 'Ci qi "' \,u ,:I; TC = CL +0.06' STA 4.J+00.00 ro 'i'/S 60 re = CL+o.04• STA 43+96.59 ro 48+.J.J.85 73 74 I BB SIT/O CORAZON YvORK VWQ NOT/;; N£W STR££TS SHAU 8£ CONSTRUCT£(} TO SU BG RADE PRIOR TO TH£ INSTALLA T/ON OF THE PUBLIC WAT£R DR S£W£R SYST£M. VALLECITOS WATER DISTRICT Approved By: -~ /41 BENCH MARK D£SCRIPTION: U.S.C • .t G.X. BRASS DISC STAMPE:D "/<302., 1935" IN CONC. MON. LOCATION: POINT LJ£S 8.5' EAST£RLY OF E:AST£RN 8£R¥ UN£ ON RANCHO SANTA Fe FIOAD, 13J NORTH£RL Y OF E:L£CTRIC TJ/tfJ/j/fil~io Uiiff. I~~ ~/Jff£D RCt::~3'7I £XP. ~-3o-7.J R£V/£W£D BY: DATE ot.JD1~1 D □te: __ __:~::...c?:..::'t!c.......:-c::,7:__ _____ _ DAT£ APPROXIMAT£LY 1.2 MIL£S NORTHE:RLY OF THE INT£RSECTION OF RANCHO SANTA Fe ROAD AND LA COSTA A V£NU£. ~.,.,,,., 1ili,/t1 E:LE:VATION: 533.39 NGVO 29 MSL INSPErTOR DAT£ I 'i'O 0) 89 61 ~f::::::""-:::;;---,B)' CDs If. ~ 61 64 40 0 HOR!Z. : VERT. : 40 80 120 SCALE 1'= 40' V. W.D. "AS-BUIL'r' 1"=40' 1 "=81 1------rrc=;..;ac-,;s;=,--------DATE ------1 {SIGNATURE) 1 _____ De,:A~V,,,ID:._A.,._,,__=cBLAL=O,cC,,,K,_ _____ P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPUNE R.C.£. ~ CITY OF CARLSBAD I SH~ETS I 1-----+----1-----------------+----+---t----j---i l___:__J ENG/N££RING D£PARTM£NT L---i-----1-----------------+----+--t---t---1 /.,:i t, /0 '/0 DATE INITIAL ENGINEER OF WORK lATERAlA REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT P/ANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORIIOOD 3.1 R•\0570\~Eng\IMPRDVEMENTS\0570JB05 ciwg[ 1275lJun-OB-2007•09'4:W.O. No. 2J52-126 V. W.D. 207-227 071381 BIN : \ I 072507 12 310 I -1-- -----,-- ----··· ----------------J------------J---------------- -·---···· --------1----------------------- -----,------.. ------. . --------:_::: :::::: ::_-:::i ::::: ::_::: : .. --------: __ -::::.:: ' - ----------------f-- --__ :: :_:::_ :::::: :_ --:::.:: :-----------------1------ ------------------------------------ -------.. ::. ··'··_:: ---::·::: ::.·:: :=:::: :·:)~i~=-: :::::: ::::::1:::::: -------------------------------------------------------··:::::: -... ::: --------------------::: _:1::::::· ;::_;; ·::::·_:::::: ::: ::::::: t_= __ =_=_cc-_=::'l• =:::=::-:c-f::=:::=::f•=====-:====-__ =_.t:1 := -_ -:ct=·=-·7·= -.-=··=·re:·=::=:-f·:=· ·=•tt:=•=· f. =======i• ====~~~c,r,. =:==-·r=t=t;;; ,:= :;==• ====· ,c.jc.·::c··· -.::· r:==::==::c.· f-i ::c: _;:c:_: :i.·.:c·-"--+-"-::"::i·,::·:::c_•-c1• c:--:C-·c.<\c··=J:·-:c.·.c·:J:,=fc=l=+=F-4=-1==1=+cc ;l-'--c.-----~1---••• • • '1=· =:::,._• '---_-'-, _··;-; ·: .+1 :-·:::-·: ·:-1:-:.-_::-1::-: :--_::'---·c.c.•J--'.-'.": :='. ·!-+1'='.-'.'.:-• _+_-_-_-_~ +-··=·=-~=+=·:'.=.··+~=~~=~~~cj~.c~~=~~'-l~l=~~!=~+•=: :=::=·• =•·ca:: ~ · "N~ ~} :PAl!t_ D( ::::::·::::.: :::::: ::::::: :::_::r::: ::: _:_:=.:.==.:i• =====•=---_.•i:=-·=• i• =====-· · -..i• _.--_.-=-=·=====.c-,-=··-= ---=_i·-=---.c·c..··_--J.-_.--·c..·· ·.1· ===='--"----'---1-------'-L-_-_J_c_1_-1._..L.....J_-_--_-c.•-_.==_.---,._-_.-'-'-_.-_.-cc'_.·=-=··c..·cJ'=--_.-_.-:.cc_.c_.c __ ,.._= __ _." ·• =·====L= --··==•.c•_.:_.::: =.r•======:c,• ==========rc-==---"• =··c..··=· =·-= --===Lc:cc"--==1c===cc· =· ··=="::_.::_.:" :7:'--·=· =-·-==:cr:i====:c"c-- :::::: ::::·:: --------------] ·•• ----------•• -••j_ .L BfARING/DELTA I N 54•JJ'oo· E □ BfARING/DELTA I 68'26.JI • 2 N 54·JJ'oo· E J 90·00·00· . 4 90·00·00• 5 N 54·JJ'oo• E 6 90·00'00· I BE:ARING/DEL TA N 54·JJ'oo• E I< BfARING/DELTA I N 54·JJ'oo· E CENTERLINE DATA RADIUS LENGTH REMARKS 2!U-.06' CURB-DATA RADIUS LENGTH REMARKS J0.00' 46.JI' 6" TYPE: G C&,G 19J.06' 6" TYPE G C&,G JJ.00' 51.84' 6" TYPE G C&,G JJ.00' 51.84' 6" TYPE G C&,G 194.06' 6" TYPE G C&G JJ.00' 51.84' 6" TYPE G C&G VWD WATER DATA RADIUS LENGTH REMARKS 294.06' 8" DIP CL-J50• • WITH POL YUHYLENE WRAP PER DETAIL ON SHEET J VWD SEWER DATA RADIUS LENGTH REMARKS 294.06' 8 • PVC SDR-J5,. •• GREEN STORM DRAIN DATA 0 BfARING/DELTA I N 54•JJ'oo· E 2 N Js·21·00· w ' • J N 35•21'00· w 4 N s4·JJ'oo• E RADIUS LENGTH REMARKS 241.11· J6" RCP 1J5o-D• J.25' 18" RCP IJ50-D 27.25' 18" RCP 1J50-D 42.50' J6" RCP TJ5o-D• *USE THICKE:R WALLED PIP£. SEE: E:NGINEE:R'S STORM DRAIN NOTE J ON SHE:ET 1. HUNSAKER & ASSOCIATES ENGINEER OF PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 921l1 SVR.VtYING PH(858)558-4500· FX(8Jll)558·1414 9:::h Bfttl DAVID A. BIALOCK RC£ NO 62891 EXP. 6/30/08 WORK 9+87.J9 \tWD NOTE: NEW STRE:ETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTAUAnON OF THE PUBUC WATER OR SEWE:R SYSTEM, VALLECITOS WATER DISTRICT Approved 10 + 00 11+00 SITIO CORAZON SEE SHEET 5 BENCII MARK DE:SCRJPTION: U.S.C • .t G.X. BRASS 0/SC STAMPED "KJ02., 19J5" IN CONC. MON. LOCAnON: POINr UES 8.5' E:ASTERLY OF £ASTERN E:LEVAnON: fi~I/ ,Yoi1-,i~'ti_~HB.Ef!'!/J$ ff ROAD, TJ/tf J/flfi'DJrf'~ t~~~ •"f!Jff ED APPROXIMAfilY 1.2 MILES NORTHERLY OF THE INTERSECT/ON OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 5JJ.J9 NGVD 29 MSL 12+00 8 3/S AVENIDA PAR4DA 13+00 SI'l'IO FRONTERA SEE SHEET 8 ~':~ ... , ---+J.a,_-fl 12+94.06= V -1,,.~-........ -------.1'ii8';c+-;'J;;"6,".8,;;Jar';SJ';;:TIO'f'-;FRO;;;;-"'tNa'TE=RA= ,r -62+94. o~, MH NO 15 , .~ Jl+Jl.091 PER VWD S-1 ' • . ,,,,,,, '.,,,.r,s,..-,,.-,,--.,,~.:--... J EAr-8'1, 'itro cvs TEE .. '"' 40 0 40 80 -=------120 SCALE l'= 40' V.W'.D. "AS-BUILT' -----====-----DATE ------1 (SIGNATURE) DAVID A.. BLALOCK P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-JO-DB DISCIPLINE R.C.E. I ---l-----1--------------+----+--+--+---tl SH~ET I CITY OF CARLSBAD I SH~ETS I 1--~===--====£=N=G=IN::::E,:::£::R::IN:::G::::::DE,::P:.:~::R:::TM::£::N::T===-'===~ IMPROVEMENT PLANS FOR: "AS BUILT" 9:a But ,u,r,Jn__ LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.1 APPROVED DAVID A. ~fSER / A(~~=---r/. 0 /,;,/..,o"-1>.i'."''~"--+5£~~/l~(!:.=-~-··{{!t'·-br:-c:--::,-;===-----+=~+=,---+==Gc:-;,;rl~D~E~PguTY~§Cl~TY~£~N~Gl~N£~£~R=-=-RC=-~E-=-='~~-=-=-=-=-=-=~[X-=-P~-=6~/~3=0~1l<i=;'=s-z.==:=';TE~ DATE Rw~~ . /~//0 .DAB 'f\ ADD IRRl(;ATJON M/:Tl:RS ///, II, '~r. 11!,.!10 '-vf' DWN BY:____ PROJECT NO. DRAWING NO. 1 n TE INITIAL DATE INITIAL CHKD Bl" ~;:,,',-"T,o.._ CT 05-14 446-4 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: G,vP R•\0570\&Eng\JMPR□VEMENTS\D570!B06.ciwg[ 1275JJun-D7-20D7,12•24W.O. No. 2352 126 l V. W.0. 207 BIN : 227 / 071381 \ 072507 12 310 ' ! I ' r l BEARING/DEi.TA 1 N 5"10'00" W 2 22·os·11• □ , 2 3 4 I J 1 2 3 BEARING/DEi.TA N 5"10'oo• W 22·00·11· 22·00·11· N 5"10'oo• W BEARING/DEi.TA N 5·10'00• W 9·50•2s· N 15'00'29• W 12'17•42• CENTERUNE DATA RADIUS LENGTH REMARKS 53.65' TOD0.00' 386.35' CURB DATA RADIUS LENGTH REMARKS 53.65' 6" TYPW G C&G 983.00' 379.78' 5• TYPW G C&G 1017.00' 392.92' 5• TYPW G C&G 53.65' 6" TYPW G C&G VWD WATER DATA RADIUS LENGTH REMARKS 110.63' s• DIP CL 350• 550.00' 94.47' s• DIP CL 350• 22.14' s• DIP CL -350• 1011.00' 216.95' s• DIP CL 350• • WITH POL YITHYLENE WRAP PER DETAIL ON SHEET 3 VWD SEWER DATA I< : BEARING/DEL TA RADIUS LENGTH REMARKS 1 N 5·49'59• W 143.27' s• PVC SOR 35•• 2 N 18'06"45" W 181.85' 8• PVC SDR-35,. 3 N 28'07'41 • W 69.31' 8 • PVC SOR 35,. •• GREEN STORM DRAIN DATA 0 BEARING/DEi.TA RADIUS LENGTH REMARKS 1 2 3 N 81'20'33• E 28. 06' 1 s· RCP 1350 D~ N 66'59'54• E 3.25' 10• RCP 1350 D 4'28'31· 988.00' 77. 17' rs· RCP 1350 D Pl.ANNING ENGINEERING SURVEYING ~wA TER-nGHT JOINTS REQUIRED, SE:£ PROFILE HUNSAKER & ASSOCIATES SAN DIEGO, INC. 9707 Waples Slreet San Diego. Ca 92121 PH(B58)558A500· FX(858)558·1414 EXISnNG 15' DRAINAGE EASEMENT PER MAP NO. 15318 REC. 4/18/2006 ENGINEER OF DAVID A. Bl.AL OCK RCE NO 62891 EXP. 6/30/08 WORK o,!0,/01 DATE VWO MOro NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALlAnON OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved By.~ • Do\e: _ _,.'°'---'L/....-Zc..-0~?--.. _____ _ 12• WHITE LIMIT LINE W/ "sToP· PAVEMENT LEGEND (THERMOPt.Asnc) SIT/0 FRONTERA BENCH MARK "AS BUILT" DESCRIPTION: u.s.c • .,, G.X. BRASS DISC STAMPED B-t1, B:/H "K302., 1935• IN CONG. MON. ~ · LOCAOON: POINT LIES 8.S' EASTERLY OF EASTERN BER/I LINf ON RANCHO SANTA ff ROAD, 1-.P.._,."""=--===:::.._ __ _ 133 NORTHERLY OF ELECTRIC TJ/tfff/fi'~~DLl'iff_ 1j~~l'tffffED APPROXIMATELY 1.2 MILES NORTHERLY OF THE INT£/?SEcnoN OF RANCHO SANTA FF ROAD AND LA COSTA AVENUE. ELEVAnON: 533.39 NGVD 29 MSL INSPECTOR /] /1,/13 DATE _a.It, /tJ DATE 14+00 15+00 VWD WATER METER NOTE > lDTS I TIii?!./ 7 I 4/ T/JRl/ 4'7 /?E0!.ll/i'e I" WATclf SE/?VllE, /" WATE!r METE:/?, -...,. TR I PL l?Et;/STER t MET€/? BOX. .. . : : --.. :::: ~:::: :: ---. ·-----------i--------7--= 1 ... :-- ----···--------------· ----------------. -............... ---------------------=r-=------------ HORIZ. : 1 "=40' VERT. - 40 i 0 40 80 ~.__~_1---'1 SCALE l'= 40' 120 j Y.W.D. "AS-BUIL'l .. 1-------,==...,....-------DATE _____ _ (SIGNATURE) ____ .,,Dc,AV""ID"-!:A.,,_,Bc,:;LAL=O,,,C,,.K ____ p .E. NO.: 62891 MY REGISTRATION EXPIRES: ll-30 OIJ DISCIPLINE R.C.E. 1---+--+-------------!----+---+---+---IJ sH{ET I CITY OF CARLSBAD I sH;as I ~===='--'=====£.:N.:G::::IN.:E,:::ER:::l.:NG=D:::E,.:PA:::R:::T.:::M:::EN:::T==.::'....':.:==~ IMPROVEMENT PU\NS FOR: 'n bol~ •-~ ~, ;'9fl . .<(1,,t:r 1-'!.:;;:'Pu//'.f<O~~DA=B'-,''.!.'l\.l.c=~ &_r;V lc,;l.~~G:_.,r>~o ,,_,v:~~~w,!e., "uYs__i .t:lf;:.L.A'-8.Jr.[.l!°E.eJ.-""~''-'-..:· .t:,__ __ --+-. :, t,A,, .,,,. 0A/E IN/Tl.AL bA TE INITIAL 11'-,'-\- DATE INJnAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORJIOOD 3.1 DAVID A. HPrJER ,,/ -,«_ -,/4r.fo, _D_EP_U_TY_C-ITY--EN-G_m_E,_ER RCE..a:illf~1===£=X=P=·~6fiQ~~J=M==D=~=TE~ APPROVED OWN BY.•~---- CHKD BY· ll SJ' RVWO BY: ~~ PRCJECT NO. CT 05-14 DRAWING NO. 446-4 R \0570\&Eng\lMPRDVEMENTS\0570IB0 7 dwg( 1275JJun-D7-20□7,12,26W.O. No. 2352-126 IV. W.D. 207-227 / 071381 BIN : 072507 ) \ I BEARING/DELTA 1 8"08'49" 2 N 35"27'00" W 3 5·19'45• □ BEARING/Dl:LTA I 8"D8'49• 2 N 35·27•00• W 3 N 35"27'00• W 4 5•19'46• 5 5•19•45• 6 N 34"01 'II• W 7 N 35"2 7'oo• W 8 8"08'49• I BEARING/DELTA I 8"08'49• 2 N 35"27'oo· w 3 N 35•27•00· w 5"19'46. CENTERUNE DATA RADIUS LENGTH REMARKS 1000.00' 142.19' 264.79' 1000.00' 93.02' CURB DATA VWD RADIUS LENGTH REMARKS 983.00' 139.77' 5• TYPE G C&G 144.63' 5• TYPE G C&G 20.16' s• TYPE G C&G 980.00' 91.16' s• TYPE G C&G 1020.00' 94.88' s• TYPE G C&G 120.20' s• TYPE G C&G 144.63' 6• TYPE G C&G 1017.00' 144.61' 6• TYPE G C&G WATER DATA RADIUS 1011.00' 1011.00' LENGTH REMARKS 14J.76' s• DIP CL-350• 18J.6J' s• DIP CL-350• 81.16' s• DIP CL 350• 94.04' 8• DIP CL-350• • WITH POLYETHYLENE WRAP PER DETAIL ON SHEU J VWD SEWER DATA I< : BEARING/DELTA RADIUS LENGTH REMARKS I N 28'07'4-I • W 98.01' 8" PVC SDR-35,. 2 N 35"1J'o2• W 238.66' 8" PVC SDR-35., J N 35·52•25• W 159.00' 8" PVC SDR-35., N 44•08•55• w 4. ,,. 8" PVC SDR-35•• •• GREEN STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS I 2 3 .f. 5 6 7 8 i 7"03'56. 988.00' 121.84' 18" RCP 1350 D 0•47•29• 988.00' IJ.65' 18· RCP 1350-DA N 35•27•00· w N 83'27'23" E 'j\C 2'f. 73 '., 18" RCP I 350 DA N 5.f."J3'oo· E 3.25' l 8" RCP 1350-DA N 36'19'5J• W 65.01· 18· RCP 1350 DA N 35"27'00" W 56.16' 42• RCP 1350 D 5•19'46• 987.00' 91.81' 42" RCP 1350-D PLANNING [NQNEERING SURVEYING AWATER-nGHT JOINTS REQUIRED, SEE PROFILE HUNSAKER & ASSOCIATES SAN GIEGO, INC. WU7 Waples Slreet San Diego, Ca 92121 PH(856)556·4500 · FX(85BJ5561414 ENGINEER OF WORK "DJ i Pl.LI DA V/O A. BlAL OCK RCE NO 62891 EXP. 6/30/08 DAT£ 8 VWD NOTE; NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLAnON OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved By:_,~ 40 If!. 11 s,no FRONTERA BENCH MARK DESCRIPTION: IJ,S.C. & G.X BRASS DISC STAMPED KJ02., 19J5" IN CONC. MON. LOCAnON: POINT UES 8.5' EASTERLY OF EASTERN BER¥ LINE ON RANCHO SANTA ff ROAD, 133 NORTHERLY QF l:LECTRIC Vft:J/!/fi1~D u~ ,,;g'fs.11:ff§EO APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO S4NTA ff ROAD AND LA COSTA AVENUE. El.EVAnON: 53J,39 NGVO 29 MSL "AS BUILT" ee10m Jlill/JL DATE REVIEWED BY: /kf~ ;i,/2& /I J DATE If!. 20+00 HIGH PRESSURE SERVICES REQUIRE A PRESSURE REGULATOR BE INSTALl£0 BEFORE THE WATER METER. INSTALLAnONS SI/ALL unLIZE 15,C SILVER SOLDER JOINTS ONLY. COMPRESS/ON ANO Fl.ARE FlmNGs WILL NOT BE ALLOWED. (HI-PR) INDICATES A HIGH PRESSURE SERVICE. Sfi!' ecs: l S" SI :CIT , 8 10 , ~\~9+95.90 37+J1.091 MH NO 16 PER vWD S-1 --. .,-----·-....---~--------~ VWD WATcR METER Nore...., LOTS 8 TH,f/,1 I~ f .34-Tl-{/fl.J '1-0 . l?CO!,f!.RE I" WA~A' SE/?VICE I" 40 0 40 80 SCALE 1'• 40' V.W.D. "AS-BUILT' --,-:-:,. .f -. ··:· 120 ' , WATE!t METE~, T~ I PL fiEC!ST£!? l t METER BOX. , __ .__,,_ . .,.,. 1 ,----------------DATE -------1 (SIGNATURE) "---•-.........,•----~•A ___ ..... ~-- _____ DA=W-"ID"-'-A.=-=Bc.=LA'-'L=OC=K'-------P.E. NO.: __,6"'2,.,,8.._9.,_1 __ , MY REGISTRATION EXPIRES: 6-30 08 DISCIPLINE R.C.E:. l---+--+------------1---+---l--l---.J I SH:ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT 10//0 l>AB DATE INITIAL ENGINEER DF WORK 11 RGV. llWYS.LA~RALS i~TORk'IDRA/N 11 I, II 11<> t<. \)f' 1DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.1 APPROVED DAVID A.,~ ~USJR;I[.. ,/, ~ _D_EP_U_TY_C-ITY_E_N_G_IN_6J£~R~RC~E_,3(.3!'.:0~B=1 ====-EX_P_. B /3~6~ :.TE DWN BY: ____ _ CHKO BY:. ioc= - RVWD BY.· GI.IP PROJECT NO. CT05-14 DRAWING NO. 446-4 R,\0570\~Eng\JMPROVEME~TS\05701BOB.dwg[ 1275]Jun-08-2D07,Q9AEW.O. No. 2352-126 IV. W.D. 207-227 / 071381 BIN : i \ I ) 072507 12 310 ) l J I 2 J ,f. D 1 2 J .4 5 6 7 8 9 10 11 ' ' 1 2 J ,f. s 6 { ) I 2 J 4 0 5 (j 7 BEARING/DELTA 4-·57•14-• N 45·44-'Do" w 29·11·00· N 14-"55'00" W BEARING/DELTA 4-·57•14-• N 45'44 'oo• w l"JB'28• J4'14-'17" N 81'J6'45" W 210•54'49• N 56'.fl '55• W 10'50'24-" 21'48'20· N 45"44'oo· w 4·51'14• BEARING/DELTA 4-·57•14-• N 45·44 'Do" w N 44·16'00· E N 45"44'00" W 29•11 ·oo• N 74"55'00" W BEARING/DEL TA N 44'08'55" W N 44-•15'00• E N 45'44'00" W N 65"09'48" W CENTERUNE DATA RADIUS LENGTH REMARKS 1000.00' 86.46' 222.Jl' 200.00' 101.87' 50.17' CURB DATA RADIUS LENGTH REMARKS 980.00' 84.lJ' 6" TYPf: G C4'G 222.Jl' 6" TYPf: G C4'G 180.00' 24.01' 6" TYPf: G C4tG 100.00' 59.76' 6" TYPE G C4tG 50.00' 6" TYPE G C4tG 40.00' 147.25' 6" TYPE G C4tG 50.00' 6" TYPE G C4'G 100.00' 18.92' 6" TYPE G C4'G 220.00' 8J.7J' 6" TYPE G C4'G 222.37' 6" TYPE G C4tG 1020.00' 88.19' 6" TYPE G C4tG VWD WATER DATA RADIUS 1011.00' 211.00·- LENGTH REMARKS 87.41' 8" DIP CL-J50• 24.66' /J" DIP CL-JSO• 51.21' /J" DIP CL-JSO• 197.71' 1 o• DIP CL -J/50• 107.47' 10" DIP CL-J50• 61.25' 10" DIP CL-J50• • WITH POL YETHY1.ENE WRAP PER DETAIL ON SHEET J ~ USE 9' PIPE LENGTHS WITH J' DEFl.ECnGN VWD SEWER DATA RADIUS LENGTH REMARKS 144.09' 8" PVC SOR-JS,. IJl.28' /J" PVC SOR-JS•• 164.67' /J" p,c SOR-JS•• 149.86' 8" PVC SOR-JS,. •• GRE:E:N STORM DRAIN DATA BEARING DELTA RADIUS LENGTH REMARKS 4-·57•74• 987.00' 85.J4' 42" RCP 1350-D- 4 • RCP IJSO-D- N4-5°lt,'03" E 1350-D 45•44'00· W 42.75' 1Jso-o~ N 44·15'00• E 12J.OJ' 18" RCP 1350-D N 45'16'0J" E JI.SO' 4-2" RCP IJS0-0 N JJ'4-7'50" W J.6J' 18" RCP I J50-D -WATER-TIGHT JOINTS REOUIRED, SEE PROALE HUNSAKER & ASSOCIATES S~N DIEGO, '"c PLANNING 9707 Waples Street ENGl'[CRING San Diego. Ca 92121 :X SURVEYING PH{858)558·4500· FX(858).'i58·1414 I 42" RCP STORM AIN ENTERING CLEANOUT O 380.61 Fl. BYPASS PIPE TO VOR TECHNICS UNIT 3130.57 FL 0.5' -------.----------..... ---------------- A 8-5 co RIM=J95.20 DIAGONAL DIVERSION Wflff Tnickness=0. s· --Height= I. 9' r---_'_E~f:fectivo Length=5.4' I I STORM DRAIN EXITING CLEANOUT @ 380.57 FL 201-07. TREATMENT CONTROL BMP TABLE 2 DESCRIPnON QUANnTY ........ ·:+:: 1+00 33 21+05.15 2 BO PER VWO W-1 INSTALL VORTECHNICS .~:::--- MODEL 7000, CONNECT TO __,.--:::;.,.., CLEAN-OUTS Win-I 18" RCP TC = CL+O.O1' UNLESS OTHERWISE _g(i4.1Jo. 00 SD TY,PE F CATCH BASIN lt'LY OPENING 30 il: 8 .. ''"'' ~ --oioi' (a,. - ".jJ o<f..J''<Jr3 TYPE 8-5 CO 14'. OIVERSION WEIR SEE DETAIL TO THE LEFT 9+99.7J so TYPE B-5 CO 10+-88 ___ 78_5._D _____ EX 18" RCP ANO CONNECT TO EXIST PR-STAnON SEWER MH ! -_ ,--- --------------,-- ---. :J ........... . ... -------------------------- -~ ··~· I I ----·1· ... ·1· .. . ----... : :_ :: : __ _ .. :::r _______________________ :+ .. . ·ccc: . . ... J. . Vc"""'ldl J. ::+ ~+-- .. .78::Rdj, : ,:.~1/J "",. -.·&;;r:-; © 15' WIDE CITY OF CARLSBAD DRAINAGE EASEMENT PER ANAL MAP NO. __ _ .. :: .6 ..... ,-1-.. -, ... -5 . ...... ··-·-- . -~--..... ·-. . .......... . . . \ \ \ ., --f --I • :. i ,·:riITT'." PROFILE SCALES HORIZ. : VERT. : HIGH PR£SSUR£ SERVICES REQUIRE A PRESSURE REGULATOR BE INSTALLEO BEFORE: THE WA 71:'R METER. INSTALLA T/ONS SHALL UTILIZE 1 SX SIL VER SOLDER JOINTS ONLY. COMPRESSION AND Fl.ARE: FITTINGS WILL NOT BE ALLOWED. {HJ-PR) INDICATES A HIGH PRESSURE SERVICE. s:55 D=li' It 9'1' 9' m; T: y \ ' 40 0 40 80 SCALE l'= 40' V.W".D. "AS-BUILT' 1 "=40' 1 "=81 lcO 8-5 CLEANQUT DETAILS (mVERS/ON BOX) VORTEX SEPARATOR I EACH CONNECT 18" RCP TO EXIST B-5 CO SEE DWG 429-7 FOR EXISTING IMPROVEMENTS EX. 20' WIDE VWO EASEMENT PER DOC. NO. 2006-0104867 REC. FEB. I J, 2006 @ 20' WIDE VWO EASEMENT PER DOC. NO. D1-,1~u• REC. Ot./of/oz 1------===~~-----M~------(SIGNATURE) (PRIVATE) ENGINEER OF WORK a.14-M.U o,~t!tJ.z EX. 20' WIDE VWD EASEMENT PER DOC. NO. 2006-0104867 REC. FEB. I J, 2006 ____ .=DA'-"V'-"10"-'-A.=---=Bl.AL=--==O=CK'-'-------p .E. NO.: __,,6-"'28::9c.,_1 __ 1 YIYD NOTc; NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLAnON OF THE PUBUC WATER OR SEWE:R SYSTEM. EX. 1 S' WIDE CITY OF CARLSBAD ORAINAGE EASEMENT PER MAP NO. 15318 S/T/O FRONTERA MY REGISTRATION EXPIRES: 6-J0-08 DISCIPLINE 1------+--+----------+----1--l------+----1~ CITY OF CARLS BAD LJ ENGINEERING DEPARTMENT i-------;-;:-;-;--:::~:-:::::-:::--...l..--'"T----:-------------------,------------------f--1--1---------------1--1--f--l--i IMPROVfMfNT PlANS FOR: VALLECITOS BENCH MARK "AS BUILT" LACOSTA OAKS NORTH R.C.E. Approved WATER D/STR/CT DESCRIPTION: u.s.c. ,k G.X. BRASS DISC STAMPED _fl BUILDER IMPROVEMENTS , j "KJ02., 7935• IN CONG, MON. 0 fl-(JI},/ NEIGHBORHOOD 3.1 ,;~_,:::? LOCAnGN: POINT LIES 8.5' EASTERLY OF EAS71:'RN a• L/~ /'J.l/fD{/3 By. ~~ rfjl/ N'iflffH~%LP'!J,Hfllif/!lt Fe ROAD. DATE APPROVED DAVID A.mF ~~='..._-7'~~~ ' '< lJ!t,f!SM/SSION UNE POLE MARKED RCF IP :;} &z EXP. b ~ :3tJ~M-~ ? ''--"JOI 1" ANO "Tl..13825" ANO DEPUTY CITY ENGINE< RCE 330B1 EXP. 6/® 0 OATE APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: l-ATEP,AI.--; ~ sraRMDRAIN vf' DAVID A. 81.ALOCK DATE RCE NO 62891 EXP. 6/30/08 Dote: ___ ff~-/.~:t_---.>...c...,,7~------OF THE INTf:RSECTION OF RANCHO /J.,1 1.,,-j ~-. . /z./4, lj.J DWN BY:-;---=--:,---PROJECT NO. DRAWING NO. ,__ ________________ J.. _________________ J.:EL=ru.:.:ri1.:.:n:.:o::..:N:.: ....::::J::~:.:~:9..:~.::G::.r::°:..:2::9..:~:~::...LA_c_os_r,_,4_A_Vci_N_u_c._ • .CIN:!;;~:!;;PE~C':.!,~;:;OR~-~----------D.-l'\_TE __ ...... _"N_~_:M_;E:R __ o~_Nl_::_~_1(._ ___ R_Ev._,_s_,o_N_o_E_s_c_R_1_P_r._1o_N ____ .,_o_m_~_R_A_PP_;_:~_ 1 ;_:_,_c_~TY-TE_AP_P:_:_::_~ ... _~_:_g_e_8;_;_~_k_:r _____ c_T_0_5_-_1_4 ____ 4_4_6_-_4_~ R,\0570\&Eng\IMPR□VEMENTS\0570IB09 cJwg[ 1275JJun-J8-2007,09,5EW.O. No. 2352-126 V. W.D. 207-227 071381 BIN : 072507 I 12 310 I /