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HomeMy WebLinkAboutDWG 446-5F; CT 05-15; LA COSTA OAKS NORTH, NEIGHBORHOOD 3.3 SOUTH; 01-07GENERAL NOTES 1. THIS PLAN SUPERSEO£S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAN£ ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE TH£SE PLANS WHEN NON-CONFORMANCE JS DISCOVERED. J. CITY APPROVAL OF PLANS 00£5 NOT REL/EV£ THE 0£V£1..0PER OR ENGINEER- OF -WORK F'ROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT F'ROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY, PRIOR TO PERMIT ISSUANCE, A C£RT/f1CATE OF INSURANCE MUST BE flLEO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMJTTEE'S POL/CY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A• ANO A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "B£STS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED F'ROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO TH£SE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED . TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO flNAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR F'IRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIM£S DURING CONSTRUCTION. 11. WHERE TRENCH£S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEU. (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROF£SSJONAL ENGINEER OF THE STATE 0/r CALIFORNIA, PR/NC/PALLY DOING BUSJN£SS IN THE fl ELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF flELD TESTS. THE WRITTEN f1£LD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE flELD TESTS. 12. A PRECONSTRVCDQN MWJNG SHAI l BE Hfl D AT Dif SITE PRIOR TO Di£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATJV£S RESPONSIBLE FOR CONSTRUCT/ON, INSPECT/ON, SUPERVISION, TESTING AND ALL 011-/ER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE INSPECT/ON LINE AT (760-4-J8-J891) AT LEAST f1V£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION R~ U£ST UN£ AT 760 438-J891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON Tl-If: DAY BEFORE' Dif /NspfCOON IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQU£ST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. 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 CONFORM/NG 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 DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION F'ROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCH£S F'IVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES F'ROM THE SHORING SYSTEM STANDARDS ESTARI /SHED RY Di£ CONSTRIJCDQN $Aff]Y ORDERS rm E 8 CALIFORNIA AOMINISTRA TiVE 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 RESOURC£S ARE DISCOVERED WITHIN ANY WORK ZONE OUR/NG CONSTRUCTION, QPERAOONS wn I CEASF' IMM£QIATfl Y, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER, OPERATIONS WILL NOT R£START UNTIL THE PERMITTEE HAS RECEJV£0 WRITTEN AUTHORITY F'ROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARM/NG UP, REPAIR, ARRIVAL, OEPART1JRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7:00 A. M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER [OR AP PRO VAL TWO BJLL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGF: OCCURRING ALONG Dif HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF llif GRADING OPERATION, 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. HOWN AVAILABLE 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCT1JRES AND FACILITIES S ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF UTILITY FACILITIES OR STRUCT1JRES NOT SHOWN OR IN A LOCATION DIFFE F'ROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/ES SHOWN ON THE PLAN OTHER RENT TAKE DUE SAND ANY OTHER EXISTING FACILITIES OR STRUCT1JRES NOT SHOWN. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS /-£<11-E" BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF 711E STATE OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN 711E FIELD OF APPLIED SOIL MECHANICS.ON 711E PREPARED BASEMENT SOIL 711E "R" VALUE TESTS AND 711E ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO 711E ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING £14 I'S BEFORE 711E WORK BEGINS. 2. STREET LIGHTS S/-£<1ll BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND ™ND-HOLES S/-£<1Ll BE SHOWN ON 711E "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUN£14 TIONS WILL BE ALLOWED. ALL LUM/NA/RES S/-£<1ll BE ·cur OFF' TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE W/711 A MINIMUM 0-lOAD OF 1,350 OR ASBESTOS CEMENT PIPE W/711 A MINIMUM 0-LOAD OF 2 TIMES· 711E MINIMUM D-LOAD REQUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" Pl-t' OR HOPE A«Y BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED Wl711 3/4 • ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS AS™ STANDARD JOJ4 FOR SOR J,5 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT S/-£<1LL BE REMOl'E"D · W/711/N TWENTY FEET OF BUILDING OR STREET AREAS AND Rf PLACED Wl711 PROPERLY COMPACTED SOILS. IN 0711ER AREAS 711E PIPE WILL BE PLUGGED W/711 CONCRETE OR REMOVED AS APPROVED BY 711E CITY ENGINEER. 6. WHEELC/-£<1/R RAMPS S/-£<1ll BE INSTALLED PER REQUIREMENTS OF nn.E 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES S/-£<1ll BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT A«RKERS S/-£<1LL BE PLACED IN 711E STREET W/711/N 711E LIMITS OF WORK OF 711/S PLAN PER SDRS DWG M19. 9. ALL SURITT MONUMENTS AND POINTS THAT ARE DISTURBED BY 711/S WORK SHALL BE RE-ESTABUSHED, PERPETUATED, AND DOCUMENTED PER THE PROffSSIONAL LANO SURVEYORS ACT. 10. TWO (2) SETS OF SURITT {CUT} SHEETS S/-£<1Ll BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. STREET LIGHTS PROPOSED BY 711/S PLAN ARE PRIVATE. 711E PRIVATE STREET LIGHTS ARE OWNED AND OPERATED BY THE HOA. PRIVATE A«INTENANCE RESPONSIBILITY IS COW=RED BY AN ENCROACHMENT PERMIT. PR OJ-12J. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR 711/S PROJECT, THAT I 1-£<1 l'E" EXERCISED RESPONSIBLE CHARGE OVER 711E DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF 711E BUSINESS AND PROFESSIONS CODE, AND THAT 711E DESIGN IS CONSISTENT W/711 CURRENT STANDARDS. I UNDERSTAND THAT 711E CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 711E CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. FIRM: HUNSAKER a ASSOCIATES ADDRESS: 9707 WAPLES STREET CITY, ST.: SAN DIEGO CA TELEPHONE: (B581 558-4500 BY: J)Jm.U DAVID A. BLALOCK P.E. NO.: RCF: 6289/ DATE: /l/,3/o 7 EXP I RAT JON DA TE: ~6=/~30=1~0~11-------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 711ESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (1-J0-97) AND FIELD SURl'E"Y BY 0'£14Y CONSULTANTS IN APRIL, 200 I. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. OWNERS I PERMITTEES LC CA/<.5 -, , '-1 t!f Jf =._.fl.jq.j · <:OM~IJ1Tle~ -4141 t-1¢!"'e1 v., =-iLev~ ~•~ I«:> °bAIJ oie.c:.:::, c:AUP., '1~111 (e,;;e,) "'l"'O-%..l:>00 .____ _ _..,...__ ____ & PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 223-841-01 711RU 45 AND 223-843-01 THRU 15 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 198.3 E 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -198J, ZONE VI, 1991.35 EPOCH, NORTH AMfR/CAN DATUM OF 198J (NAD83), GRID BEARINGS BETWEEN STATION 147 ANO STATION 152 AS SAID COORDINATES ARE PUBUSHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK £STABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE omcE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, TC GB BVC EVC VP/ BC EC HP LP FL DWY FS PRC ST. cc CB PUE ENGINEER"S NOTES ENGINEER"S NOTES (CONT.) I . NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR S/-£<1ll DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, JO. PRIOR TO ORDERING A«TERIALS OR BEGINNING CONSTRUCT/ON, WHICHMR OCCURS FIRST, 711E CONTRACTOR S/-£<1ll NOTIFY 711E ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL WETY AND HEALTH STANDARDS, LAl+S AND REGUV.TIONS. JI. CONTRACTOR /-£<IS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 711E COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT S/-£<1LL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER /-£<1RMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON m,s /2. PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT All SLOPES, STREETS, UT/UT/ES, AND STORM DRAINS ARE BUILT IN ACCORDANCE 'NITH THESE PLANS. IF THERE IS ANY QUESTION REG4RDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR S/-£<1ll REQUEST AN INTERPRETATION BEFORE DOING ANY THE CONTRACTOR SHALL NOTIFY mE SURVEYORS 48 HOURS PRIOR TO BACKFILL/NG TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR S/-£<1LL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK w,m A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT All TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UP£14TE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS S/-£<1ll BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT. AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. WORK BY CALLING THE ENGINEER OF WORK AT (858) 558-4500. 4. THE CONTRACTOR SfW_L VEl?IFY ALL STN<ES ACCURACY AGAINST N'PROVED Pl»IS, PR/Off TO TRENCHING OR FORMING AND S LL BEAR THE COST OF ALL RE'HORK 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPAR™ENT FOR ALL RETAINING WALLS. Tl/AT RESULTS Fl?OI,/ PROCffiJ/NG USING , 'RECT STN<ES THAT ARE NOT VALIDATfO 14. BY THE CONTRACTOR PRIOR TO COMM£. CING CONSTRUCTION. 5. THE CONTRACTOR S/-£<1LL ALSO TAKE TH NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY M ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OP£. TIONS BY APPROPRIATE MEANS 15. {GRAVEL BAGS) HAY BALES, TEMPO RY DES/LT/NG BASINS, DIKES, SHORING, ETC. UNTIL SUCH TIME TH PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 16 · 6. THE EXISTENCE AND LOCATION OF UNO£. 'ROUNO UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAIi.ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, 7' RE ARE NO OT1-IER EXISTING 17. UT/UT/ES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND 1-E"R/Ff 711E HORIZONTAL AND VERTICAL LOCATION OF All UNDERGROUND UT/UT/ES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPEC/flC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER THE SOILS REPORT AND ALL 711E SUPPLEMENTS 711EREOF ARE INCORPORATED INTO AND A«DE A PART OF THIS PLAN. AU CONSTRUCTION S/-£<1LL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. CONTRACTOR SHALL INSTALL 711RUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET /JGHT CONDUIT RUNS, ACCESS POINTS, /-£<IND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF lliE CAL CUI.'. TED HGL DURING 711E DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCUV.TED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FIL£ AT TH£ OFFICE OF TH£ CITY £NG/N££R. ENGIN££R IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS. WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. C™NGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW sumctENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UT/UT/ES REQUIRE CHANGES TO 711E DESIGN. ENGINEER"S STORM DRAIN NOTES 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UT/UT/ES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPV.CE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE £14MAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES. A LICENSED SOILS ENGINEER S/-£<1LL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS SHOW THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN 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 PROFESSIONALS SHALL BE COMPLETED AT TH£ CONTRACTOR EXPENSE. LEGAL DESCRIPTION LA COSTA OAKS NORTH VILLAGE 3.3 {CT 99-04-03) J . STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCUV.TED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. 711E CALCUV.TED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT TH£ OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REAUGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 2. STORM DRAIN PIPES DESIGNATED AS 1-£<1 VING THE HGL AT OR ABOl'E" THE PIPE SOFFIT S/-£<1LL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, CJ61, AND C44J. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SfWJ. H,11,£ A MIN/1,//JI,/ COVER OF 1-1/2 INCH OVER THE lfMRT REINFORCING STEEL. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI. FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, USE fc = 6,000 PSI. 4. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP. LOTS 202 & 203 OF THE crTY OF CARLSBAD TRACT CT 99-04-03, VILLAGES OF LA COSTA -LA COSTA OAKS NORTH IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 15318 FILED IN THE OFFICE 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 VERTICAL CURVE END VERTICAL CURVE TW VERTICAL POINT OF INTERSECTION :;~ BEGIN CURVE Cl END CURVE HIGH POINT BNW LOW POINT • T.S. FLOW LINE cm RP DRIVEWAY EOP FINISHED SURFACE POINT OF REVERSE CURVE 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 CURVE CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONCRETE PIPE STORM DRAIN KNUCKLE STATIONING ~~ IV\\. ,,i,'< OF CAL\ffo°<' VALLfCJTOS WATER DISTRICT STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS AND EXTENSIONS OR ENLARGEMENT OF FACILITIES * #,0 ,s CAFILEJB po1NS£TTTA tA ..fill O N COSTA CITY OF ENC/NIT AS VICINITY MAP N. T.S. OF ~RCOS II ROJECT !TE V. W.D. "AS-BUI Lr' C&TACT VW.D Pt>lf AS-/3(.(/tT l'liA-VDATE (SIGNA1UR£) DAVID A. BIJ\LOCK P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WIT1-I THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEERING STANDARDS. 3. THIS SET OF PLANS. 4. RESOLUTION NUMBERS 6148, & 6149 DATED AUG. 16, 2006 AND RESOLUTION NO. 2006-287 DATED SEPT. 26, 2006. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, JUNE 25, 2001, UPDATE LETTER DATED FEB. 13, 2007. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-07. , 9. VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCT/ON OF WATER & SEWER AND APPROVED MATERIALS LIST. 10. STORMWATER MANAGEMENT PLAN FOR LA COSTA OAKS NORTH NEIGHBORHOODS 3. I, 3.3-J.5 PREPARED BY HUNSAKER DATED FEBRUARY 12, 2007., 11. STORM WATER POLLUTION PREVENTION PLAN: PREPARED BY: HUNSAKER & ASSOCIATES, WDID NO. 9 37C335747, DATED SEPT. 26, 2006. DESCRIPTION SUBDIV/SlfN 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 PEDESTRIAN RAMP TYPE "A• MODIFIED CROSS GUTTER CONCRETE SIDEWALK •GS-10 •~G-7, ••G-9, ,.G-10 SYMBOL -------- PRIVATE STREET LIGHT 9,500 LUM (HPSV) .,,.E-1, "E-2, ,.M-21 a---0 EXISTING STORM DRAIN STORM DRAIN I B" RCP CURB INLET TYPE "8" CURB INLET TYPE "8-1 • "*G-148 "*D-2, •os-1 .. •0-2. •os-1 CLEANOUT TYPE "B" ••D-10 1" WATER SERVICE W/ 5/8" METER&TR/Pl REGISTER(VWD) 1 • WATER SERVICE W/ 1" METER& TR/PL REGISTER(VWD) 4• SEWER LATERAL {VWO} S-4•,.,.• SEWER MANHOLE, 4' /.0. W/3' DIA. OPENING & 3-PIECE LID (vlID) S-1•,.,.• SEWER STATlON EXISTlNG SEWER MAIN {VIID) 8" P. V.C. SEWER MAIN {SDR-35, GREEN} (VIID} S-12'"* 9 c::::::C9 ··---·~·-· ,._, .. ,. ~-~--'·"°' '"'"''-W-W>MW ~-= "**W-6 ----<© *"*W-6 ----<@ ---0 -0- 120+00.001 ----s---- ----s·---- EXISTING WATER LINE · W PROPOSED 8"/10" WATER MAIN (DIP) (VWD) ----W---- THRUST BLOCK (VWD) ,.,.•W-15 "Y GATE VALVE (VWD) ""W-14, W-16 FIRE HYDRANT ASSEMBLY WITH MARKER (VWD) *"*W-4, W-5 ~ FH END CAP ASSEMBLY ('IWD) 1" AIR VAC ASSEMBLY (VWD) 2• BLOW OFF ASSEMBLY (VWD) STREET CENTERLINE MONUMENT VORTECHNICS MODEL 4000 (PRIVATE) 12· WHITE LIMIT LINE, ·srop• PAVEMENT LEGEND (THERMOPLASTIC) DOUBLE STREET NAME SIGN RI-I SIGN WARNING SIGN • CITY OF CARLSBAD/CMWD "**W-16 ••••w-2 ,.••W-1 ••M-10 STANDARD DRAWING •• COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING ••• AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS •••• VALLECITOS WATER DISTRICT STAN£14RD DRAWINGS AND SPECIFICATIONS SHEET INDEX NOTES AND LEGEND KEY MAP AND SECTIONS IMPROVEMENTS _!ilJANTITY 72,402 S.F. J,707 L.F. 2 £.A. 881 S.F. 24,161 S.F. 8 E.A. 526 L.F. 6,485 S.F. 1 £A. 3 E.A. 2 E.A. 28 £.1. 24 E.A. 52 E.A. 10 EA. 1,523 L.F. 1,813 L.F. 8 E.A. J E.A. 7 E.A. 4 £A. 5 E.A. 7 E.A. 16 E.A. 1 E.A. 2 E.A. J E.A. 2 E.A. 2 E.A. SHEl:.t I SHEET 2 & 3 SHEET 4-7 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIL (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUF'Fi AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONS PLANS IF IT IS FOUND THAT THE ACT1JAL LOCATIONS ARE IN CONFLICT /TIES ICIENTLY 2002. The Owner of the project designoted La Co§:ta QakJ t}.Qrt/1 -NeighbQ[/]OQd 3.3 SQ~ttJ CARLSBAD FIRE DEPARTMENT IE: N 04"55'J9" W TRUCTION WITH THE PROPOSED WORK. AT THEIR 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) LEAST TWO FULL WORKING DAYS PRIOR TO STARTIN<, CONSTRUCT/ON NEM FACIUT/£5 AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTAi IVE. UNDERGROUND SERVICE ALERT (800 ~422-4133 SDG&E (BOO PAClflC BELL (800 ADELPHIA COMMUNICATIONS (76 ~660-7343 ~892-0123 0)4-JB-7741 COX COMMUNICATIONS (76 0)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (76 VALLECITOS WATER DISTRICT (SEWER, WATER & RECLAIMED WATER) (76 0)434-29B0 0)744-0460 REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION 147 IS D.99993947. GRID DISTANCE -GROUND DISTANCE X COMBINED SCALE FACTOR. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT /DENT/FICA TION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I. D. NUMBER CALL UNDERGROUND SERVIC€ ALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DA\'S BEFORE YOU DIG VALLECITOS WATER DISTRICT HUNSAKER & ASSOCIATES ENGINEER OF WORK Approved By:/6;:/~.J... SAN Dl[GO, INC. PLANNING 9707 Waples Street ENGINEERING San Oi(>go, Ca 92121 SURVEYING PH(858)558A500· FX(858)558-1414 tt.Jrtfitfa~l 12/13[07 Date: ~/'(--07' DA V/0 A. BLALOCK DATE -1 RCE NO 62891 EXP. 6/30/08 has reviewed District Ordinonce Na. 115, Adopted November I, 1995 and agrees that the project: IRl is not eligible for a reimbursement agreement. □ is eligible for a reimbursement agreement and: D will execute an agreement with the District. IRl will not execute an agreement with the District. Reimbursement agreements Signed by: Val/ecitos Water District Date • BENCH MARK "AS BUILT" DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED fu131.ll i<J02., 1935" IN CONC. MON. LOCATION: PO/NT Ll£S 8.5' EASTERLY OF EASTERN BER!/ LINE ON RANCHO SANTA F€ ROAD, 1JJ NORTHERLY OF ELECTRIC RCE G:Z89/ 6:,/30/;g TRANSMl~/ON LINE POLE MARK€D EXP. "TL2J011 AND "1l.1J825" AND R~/4~ APPROXIA«TELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. ELEVATION: 5JJ.39 NGVO 29 MSL INSPECTOR REQUIREMENTS: NUMBER OF F.H. '.s_l_ F.fl0Wl5{)f)G.P.M. OUT QF_l_ F.H. '.s TREATMENT CONTROL BMP TABLE 1 MAINTENANCE MAINTENANCE TYPE DESCRIPTION OWNERSHIP SHEET NO. BLO 1 SPRINKLED? ~ NO__ F.flOW 15()(} G.P.M. AGREEMENT FREQUENCY MP-51 ,L ----s/1/"i FLOW THROUGH VOR~ PRNATE CC&R 4 AS NEEDED SEPARATION SEPARATOR fl'RE MAR. 1111> \ • • 0A TE I SHfET I CITY OF CARLSBAD I sH"{Ts I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: -LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOU'lfl t/2,9/4 APPROVED DAVID A-HAUSP / ~-s-farf.? DATE '1-/1/ D4B '.\ AS-Bl.Ill T DEPUTY CITY ENGINEER RCE EXP. Q!IZ3Q[~-DATE .,:,.., 52.5.-:;e C-,.VP <"4'14/'6 OA.f> 1 ."'-C>./loe <>eW~., 1-.u,:r~ ~ s1.:v'1 OWN BY,~ PROJECT NO. DRAWING NO. ~/4/11 A\..lO 0~1vewt,..""<t> =~-.-• DATE INIT7AL DAT£ INITV.L DAT£ INIT7AL CHKD BY: CT05-15 446-SF REVISION DESCRIPTION RVWD BY: ~, DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL R,\05 71 \~Eng\SPL l T !MP\SOUTH\0571IB01.dwg[ JDec-13-2007,)5,30 w.o. No. 2352-125 V.W.D. 0812Ci5 BIN : ~--------~ I SEWER LATl:RAL WATER LATERAL LENGTH CURB CURB SEWER DROP LATERAL DEPTH STREET LOT /£ @ STREU STA. £LEV. £LEV. REMARKS STA. @ TO OF E"L£V. BELOW STA. @ NO. MAIN @ PL OVER OVER MAIN .. MAIN LATERAL @ PL PL METE"R ' LATERAL LATERAL 19 51 +26.77 529.98 1.2 30 !7+76.91 532.20 537.44 5.5 !1+86.97 537.80 20 51+91.97 532.45 '. 12 30 12+42.11 534.75 539.99 5.5 12+52.11 540.35 21 52+56.07 534.89 1.2 30 13+06.28 53725 542.49 5.5 13+18.59 542.96 22 5:!'>+-"6. "t+ '=' e,e,. .,., 1.2 30 I#0:t. . .+SS "'41-c>J 51<,.U. 5.5 I4+1b,4S <$4<..U> 23 54+15.47 541. 10 1.2 30 14+65.09 543.44 548.68 5.5 14+75.09 549.09 24 54+77.57 543.53 1.2 30 !5+26.87 545.87 55 f. f 1 5.5 l'5+.,;z .<.,'l '&.:o:t..O'I -~------------------- 25 56+83.51 547.31 1.2 31 11+30.16 549.61 554. 91 5.5 11+39.07 554.51 26 '?'1+~!-"" ~,1-0 1.2 ?<Z. ll+"ro.41!> 'o'ix>, <>4-':!,,:,4,"5-4 5.5 lt..\-o I f\4-1$61;,c,4 27 57+78.84 548.41 1.2 32 12+29.94 550.60 555.90 5.5 12+37.44 555.99 28 58+34.00 549.04 1.2 36 12+80.12 551.12 556.42 5.5 12+93.03 556.54 29 $'l+II _.,,,._ 5,;;o.0$ 1.2 36 i1!>1''56.o:, ~I.,:t. !¥--1-t,o 5.5 I :,+<,&.o!) ~1.~ 30 59f-56.48 550.45 1.2 36 14+02. 60 552.38 557.68 5.5 14+13.-03. 557.88 ., . ' ' -CONNE"CT 31 60+03.65 '5,$1-~ 0.0 41 ~:t.~bl) <a+'l,4! !!l,;;ct,t.l 5.5 14+4'1-~ ~-C.O SEWER LAT. TO MANHOLE 32 9'1+<> 1'.1'5 SS+'l."11!> 1.2 20 ~O'I.,.:. 5'5L78 '5'o'l.dl 5.5 ?>0+18.esl se.,.i, 33 58+;,9.DO 548.99 1.2 20 12+15.12 551.07 556.37 5.5 12+89.79 556.52 34 57+16.87 547.63 1.2 19 11+63.53 549.94 555.24 5.5 11+73.26 555.36 35 56+18.D6 546.44 1.2 28 10+61.21 548.93 554.23 5.5 10+71.34 554.33. 80 55+25.14 544.81 1.2 28 15+74.87 547.72 552.96 5.5 15+84.94 553.33 81 54+39.20 542:03 1.2 30 14+88.82 544.37 549.fi I 5.5 14+98.82 550.00 82 53+76.90 539.59 1.2 30 14+26.52 54 7 .94 547. 18 5.5 14+36.52 547.58 83 !>!!>+Z1,4J,l> ~~"1.<11 1.2 u, l~l-1"\.SSO "540, 11!,. "'4'1>, ~z 5.5 1-ore,,.1?, ~4~.l?.I 84 52+51.07 534.70 1.2 30 13+01.22 537.06 542.30 5.5 13+16.22 542.87 85 51+97.20 532.65 1.2 30 12+41.35 534.97 540.21 5.5 12+57.35 540.60 86 5!+34.90 530.28 1.2 30 ! 1 +85. 05 532.53 537.71 5.5 11+95.05 538. 17 87 50+72.63 528.24 1.2 30 11 +22.77 530.22 535.46 5.5 11 +32.77 535.75 88 50+23.37 526.98 1.2 30 !0+73.Sf 529. 16 534.40 5.5 10+99.27 534.93 89 30+16.69 524.99 0.8 28 10+66. 69 526.25 531. 55 5.5 10+92.19 532.39 90 30+62.87 526.43 1.2 28 11+12.87 528.01 533.31 5.5 17+22.87 533.73 91 37+30.46 528.55 1.2 28 1 7 +80.46 530.97 536.27 5.5 11+97.49 536.80 92 31+85.79 530.29 1.2 28 12+35.79 533.06 538.36 5.5 12+52.29 538.85 CONNECT 93 32+20 .. 1.9 537. 64 0.0 23 42+16.83 534.30 539.60 5.5 4t.+"1~6C, '!l::fl,'fl SEWER LAT. TO MANHOLE 94 ~l+Zo.C>-1, ~8.Ztt 1.2 ~ 40+~~10. :'E,-?,e, 1;;)?)15,,t.,., 5.5 40+50.08 536.89 95 30+67.87 526.59 1.2 28 11+17.87 528.23 533.53 5.5 11 +27.87 533.97 96 30+13.69 524.89 0.8 28 10+63. 69 526. 15 531.45 5.5 10+94.19 532.50 98 48+ 12.-34 519.93. 1.2 30 14+86.88 523.00 528.30 5.5 15+01.88 528.45 99 4"lt<Jl,"16 '51"\,'s,1 1.2 30 14¼-4Z,41 'c>:t.:t.,... '5:t.';J.6!5 5.5 14+<>'1.2., '516.00 100 46+94. 68 518.59 1.2 29 73+67.56 521.8 1 527. 11 5.5 !3+79.65 527.23 IO I 33+28.51 578.47 1.2 30 13+14.39 521.34" 526.64 5.5 13-1-28.46 526.71 102 33+03.54 518.73 1.2 30 12+89.49 521.45 526.75 5.5 12+79.36 526.86 103 32+50.77 519.27 1.2 30 12+36.81 521. 98 527.28 5.5 61 +69. 79 527.36 104 32+·08.35 519.71 1.2 42 67 +23.76 522.39 527.69 5.5 61+16.17 527.76 CONNE"CT 105 31 +76.57 520.55 0.0 30 60+89.03 522.66 527.96 5.5 60+65. 17 528. 14 SEWE.R LAT. ' TO MANHOLE 106 31+53.33 520.41 1.2 40 60+48.79 522.96 528.26 5.5 60+38.64 528.34 107 30-+82. 75 521.06 1.2 30 40+10.03 523.56 528.86 5.5 40+79.13 528.96 108 ;3(:)+11.IO ';i:t. ,. <,'I 1.2 """ 40+64,I'! s:e.+.eI ,St,'I.U> ' ,5.5 40¼-,Z,4 ,S.l,'l. '10 CONNECT 109 30+00.00 522. 12 0.0 46 47+11.84 524.60 529.90 5.5 41+35.64 530. 13 5£W£R LAT. TO MANHOLE 110 ~l'l,U 5:t.l.<.I 1.2 -vi +Z+-:t.'I.U> S:t.4,2.'5 ~'l.'iJI 5.5 +:t.+:t.l .en S.l.'1,<-I 111 32f30.95 519.48 1.2 30 12+ 16. 76 522. 18 527.48 5.5 12+06.76 527.58 112 33+08.54 518.68 1.2 30 12+94.36 521.41 526.71 5.5 12+84.36 526.80 113 46+86.32 518.51 1.2 30 13+63.14 521.75 527.05 5.5 13+73.41 527. 16 114 47+55.17 519.35 1.2 30 14+29.71 522.43 527.73 5.5 14+42.35 527.85 115 48+17.34 519. 98 1.2 30 14+9l.88 523.05 528.35 5.5 15+05.25 528.48 & .. HUNSAKER & ASSOCIATES ENGINEER OF WORK SAN DIEGO, ll'IC. PlANNING 9707 Waples Street 5-;;:;fu~ I 1-/r}./Q.7 ENGINEERING San Diego, Ca 92121 SURV£YJNG PH(358)558·4500· FX(858)558-1414 DAVID A. BLALOCK DATE RC£ NO 62891 EXP. 6/30/08 CL PL LENGTH OF LATERAL TC DEPTH BELOW PL 1.0' MIN z% MIN 0, MIN-1. so DROP TO MAIN TYPICAL l-4TERAL ELEVAUON NTS NOTES: CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. VALLECITOS BENCH THE OAKS NORTH NTS 104 MARK /OJ 102 LEGEND SUBDIVISION BOUNDARY ---- --- RIGHT OF WAY SHEET NO. @ FIRE HYDRANT t>o<J PRNATE STREET LIGHT (:}----o STORM DRAIN ==IQf=== WATER LINE SEWER LINE STOP SIGN W/ STREET NAME SIGN 'DEAD END' SIGN 5 121 94 10, 100 95 99 98 -= ------- 4- 92 91 90 89 --~='="' a:= \ \ ,I ,I 85 86 81 88 KEY MAP "AS BUILT" 66 67 69 70 21 20 ,, 19 18 116 6 V.W.D. "AS-BUILT' C!04'7/1(1_l:_ VW~ n:,;;> AS-81./t_(,T .PllWSDATE SIGNATURE) DAVID A. BLALOCK P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6 JO OB DISCIPLINE R.C.E. WATER DISTRICT DESCRIPTION: '{S,C. &: G.X. BRASS OISC STAMPED 302,, 1935 • IN CONG. MON. WB.A.iL tl:i.rdlL /~ LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN BER/I LINE ON RANCHO SANTA Fe ROA{), ~/3,:,//2 DATE Approved By: 133 NORTHERLY OF ELECTRIC RCE628'f/ EXP. . , TRANSMISSION LINE POLE MARKED 4-/// l>AB '..i\ A.S-Bll/l-T "n.23011.ANO "n.13825' ANV APPROX!MATELY 1,2 MILES NORTHERLY REV/EWE{)~ ,ii!>ll,/14/ce. Ob-0 '1\~v,-,,eo ~1-.1~ + ~ u,,'f~ )·2'1~ "-4 5-~.ae 6\/P Dale; 0 YY-o7 OF THE INTERSECTION OF RANCHO /1,t ~ f{'/4/ I/ DATE INtnAL DATE INITIAL DATE INITIAL SANTA FE ROA{) ANO LA COSTA AVENUE. REVISION DESCRIPTION ELIYATION: 533. 39 NGVD 29 MSL INSPECTOR DATE £NG/NEER OF WORK OTHER APPROVAL C/1Y APPROVAL I n r----.l I 0 , ______ i / / I 1/ i 150 / ~-I 0 150 ......_~--~I SCALE 1'=150' 300 I 450 '1 ' 1/ I SH;ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOlJTH APPROVED DAVID A. HAU~#-~~ -.> 7"a DEPUTY CITY ENGINEER RCE ~~" EXP. DA TE OWN BY:,~ PROJECT NO. DRAWING NO. CHKD BY: CT 05-15 446-5F RVWO BY: GVf" R, \ 05 71 \~Eng\ SPLIT IMP\ SOU TH\ 05711 BO 2.dw g[ l Dec-12-2007, 16, 31 w.o. No. 2352-125 V. W.D. 0812045 BIN : ~-----~~-~ 061008 051408 0 I\) ~ Q, t -...J q> (JI 'Tl VALLECITOS WATER DISTRICT 1. ALL WATER AND StWa? LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICAnONS DRAWINGS AND APPROVED MATERIAL UST OF THE VALLECITOS WATER DISTRICT FOR THE CONSTRUCnON OF WATER AND SEWER FACILJnES. 2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. StWa? LINES SHALL HA VE A MINIMUM COVER OF 5 FEET. .J. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 4-8 HOURS PRIOR TO CONSTRUCnON. VALLECITOS WATER DISTR/CT. ............................................... 1-760-744-0460 COX COMMUNICAnGNS ......................................................... 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 RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE LOCAnON OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT. AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCAnON AND DEPTH OF ALL EXISnNG WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENnON OF n-lE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO n-lE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF S/>F£TY STANDARDS. 6. A PRECONSTRUCTION CONFERENCE MEEnNG WITH VALLECITOS WATER DISTRICT PERSONNEL SHALL BE HELD A MINIMUM OF n-lREE (.J) WORKING DAl'S PRIOR TO CONSTRUCnON. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCnON MAY BEGIN. THE CONTRACTOR MUST CONTACT n-1£ VALLECITOS WATER DISTRICT ENGINEERING DEPAR™ENT. 8. ANY PROPOSED CHANGES IN n-lE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY n-lE DISTRICT PRIOR TO THE INSTALLA noN OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE n-1£ RESPONSIBILITY OF n-1£ DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE. AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLEnON OF n-1£ CONTRACT. n-1£ NG/NEER SHALL PROVIDE TWO (2) BLUEL/NE SETS OF "AS-BUILTS" TO n-1£ DISTRICT PRIOR TO THE WATER AND SEWER Sl'STEM BEING PLACED INTO SERVICE. AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WAIE"R AND SEWER SYSIE"M. 10. ALL CONTRACTORS WORKING IN n-lE PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVAnGN PERMIT FROM THE ROPRIATE AGENCY. /NSPECnON OF ALL WORK IS REQUIRED. FORTY-EIGHT ( 4-8) HOURS ADVANCE NOTICE IS REQUIRED FOR NSPECnON. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAl'S, SUNDAl'S, OR LEGAL HOLIDAl'S WITHOUT THE EXPRESS PERMISSION OF n-lE DISTRICT ENGINEER. 11. UNLESS On-lERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO n-lE MAIN. 12. ALL WATER LINES SHALL BE oucnLE IRON PIPE. CLASS 350, OR AS NOTED. ALL FlmNGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN OR APPROVED BY THE DISTRICT ENGINEER. ALL StWa? LINES SHALL BE BELL AND SPIGOT SDR35 P\-C PIP£. OR AS NOTED. 13. n-lE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES. 14. UPON CONNECnoN OF THE NEW WA /ER Sl'STEM TO THE EXISnNG Sl'STEM, ALL VALVES ON n-lE EXISTING AND NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN. 15. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT n-lE PROPERTY LINE. ALL ABANDONED WATER SERVICES SHALL BE PLUGGED OFF AT n-lE MAIN, ANO n-lE CONNECnGN SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER. 16. ALL StWa? LATERALS DAMAGED OR MODIFIED DURING CONSTRUCT/ON SHALL BE REPAIRED IN FULL AS DIRECTED BY THE DISTRICT ENGINEER. 17. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM -FOOT (5 ') DEPn-1 (TO TOP OF PIPE) AT PROPERTY LINE AND SHALL BE CLEAR OF DRMWAl'S. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN •s• ON THE CURB AND SHALL BE SHOWN ON n-lE "AS-BUILT" DRAWINGS. 18. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE AIR PRESSURE TESTED, FLUSHED CLEAN USING THE 'WA\'NE" BALL METHOD, AND SHALL PASS A 5:J MANDREL THROUGH n-1£ PIPE. 19. n-1£ 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 ACCEPTANCE OF n-1£ PROJECT HAS BEEN GRANTED BY n-1£ DISTRICT BOARD OF DIRECTORS. 20. IF METERS ARE INSTALLED IN SIDEWALKS OR DRMWAl'S, METER BOXES SHALL BE OVERSIZED, PER DISTRICT STANDARD DRAWINGS AND APPROVED MATERIALS LIST. 21 .. RELOCAnON OR EXTENSION OF ANY EXISTING WATER METER SHALL MEAN INSTALLAnON OF n-1£ METER AT A LOCATION IN CONFORMANCE Win-I DISTRICT SPECIFICAnONS AS DIRECTED BY n-1£ DISTRICT AND PERPENDICULAR TO THE MAINLINE CONNECnON, UNLESS OTHERWISE NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO n-1£ MAIN. BAILS AND SERVICE SADDLES On-lER THAN BRASS SHALL ALSO BE REPLACED. 22. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCnON SHALL BE REPLACED IN FULL Win-I A COPPER SERVICE PER DISTRICT SPECIFICATIONS AS DIRECTED BY n-lE DISTRICT. MM&RP NOTES {DUST MITIGATION & RAPTOR NESTING) PER 4.10-6: TEMPORARY DES/LT/NG BASINS CAN ONLY BE REMOVED WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS BEEN ESTABLISHED TO THE POINT THAT DOWNSTREAM EROSION AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS. PER 4.4-248: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING GRADING AND CONSTRUCTION WHICH CREATES ADVERSE EFFECTS TO ACTIVE: RAPTOR NESTS, INCLUDING NOISE LEVE:LS WHICH WOULD BE ABOVE: 60dB(A) AT NESTING SIT£, OPERATIONS SHALL BE RESTRICTED TO 200 FEET FROM ANY f.CTIVE NEST. PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED SLOPES, APPROVE:D GROUND COVE:R SHALL BE REPLACED WITHIN 30 DAYS FOLLOWING THE COMPLETION OF GRADING ACTIVITIES. B: AREAS GRADED FLATTER THAN 6:1 SHALL BE PLANTED WITH A COVER CROP OR COVE:RED WITH JUTE MESH IN CONFORMANCE WITH SECTION E.3-1.2-2. 1 OF THE CITY LANDSCAPE MANUAL. C: EXPOSED STOCKPILES (I.E. GRAVE:L, SAND, AND DIRT) WITH 5:J OR GREATER SILT CONTENT SHALL BE ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS ACCORDING TO MANUFACTURES' SPECIF7CATIONS. MM&RP NOTES {CONT.) {DUST MITIGATION & RAPTOR NESTING) F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVE:D ROADS ARE TO BE COVE:RED 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 VE:HICLE CODE SECTION 23114. G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED BY THE USE OF WET-SUPPRESS/ON TECHNIQUES INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVE:YOR FEEDS FOR THE CRUSHER, WETTING OF STOCKPILES AND CESSATION OF CRUSHER ACTIVITIES WHEN WIND SPEEDS ARE IN EXCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL BE KEPT IN ACCORDANCE WITH MITIGATION MEASURE 4.9-4(E), ABOVE. H: PAVE:D STREETS OFFS/TE SHALL BE SWEPT AT THE END OF EACH WORKING DAY IF 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 MANUFACTURERS' SPECIF7CAT/ON. J: POSTED TRAmc SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS. K: CONSTRUCTION ROADS THAT HAVE A TRAFF7C VOLUME OF MORE THAN 50 DAILY TRIPS BY CONSTRUCTION EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED WITH GRAVEL OR OTHER MATERIALS TO REDUCE DUS~ L: CONSTRUCTION ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEET ONTO THE PROJECT SITE. MM&RP NOTES (GENERAL) PER 4.4-2J 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 SCAVE:NGERS. SIGNING AND STRIPING NOTES 1. n-1£ CONTRACTOR IS RESPONSIBLE FOR INSTALV.TION OF ALL SIGNING ANO STRIPING. 2. ALL SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO n-1£ CALIFORNIA MANLIAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200.J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), n-lE CALTRANS STANDARD SPECIFICAnONS (2002 OR LATEST VERSION n-lEREOF), n-lESE PLANS AND n-1£ SPECIAL PROVISIONS. .J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALV.nON. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL Bf APPROVED BY THE ENGINE:ER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN n-lE FIELD. 5. ALL STRIPING SHALL BE REFLECnVE PER CALTRANS SPECIFICAnONS. STRIPING SHALL BE RE:PAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA nGNS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEEnNG (HIGH INTENSITY OR E:QLIAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCnON PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDlnON, IN A MANNER MEETING n-1£ APPROVAL OF n-lE CITY INSPECTOR. 8. EXACT LOCAnON OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLA nGN. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTl. Y REMOVED Bf THE: CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE n-lE LATEST VERSION OF THE CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE n-lERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 1.J. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO n-1£ CALIFORNIA MANLIAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200.J REVISION 1, AS AMENDED 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 n-lE CALIFORNIA MANLIAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA •s MUTCO 200.J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS On-lERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQLIARE PERFORATED STEEL TUBING Win-I BRE;tilv\WAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS A TTACHEO TO A POLE. IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 04K AVENUE. 19. ALL SIGNS SHOWN ON n-lESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY n-lE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 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 PRACnCES. AS mE ENGINEER IN RESPONSIBLE CHARG[ OF THE DESIGN OF 11-IESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT n-lE SIGNA TUR£ OF n-lESE PLANS BY n-1£ VALLECITOS WATER DISTRICT IS A REVIEW OF GENERAL COMPLIANCE Win-I DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINAnON OF THE TECHNICAL ADEQLIACY OR ACCURACY OF n-lE DESIGN OF n-1£ IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFOR£. RELIEVE ME OF MY RESPONSIBILTY FOR THE DESIGN OF THE IMPROVEMENTS. BY:J:);;;;;;f@~ ____ DATE:_gfn.M/ DAVID A BLALOCK RC£ 62891 • ... POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS ONE LENGTH OF POLYETHYLENE TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT FIGURE 1, INSTALLATION METHOD A NOTES 4.3.1 INSTALV.TION, GENERAL. BURIED DUCTILE-IRON PIPE:, FlmNGS, VALVES, AND On-lER APPURTENANCES SHALL Bf INSTALLED WITH POL YErHYI.ENE ENCASEMENT PER ANSI/AWWA C105/A21.5-9.J STANDARD. FOR INSTALV.TIONS BELOW n-lf WATER TABLE:, USE TUBE-FORM POLYErHYLENE WITH 8011-1 ENDS SEALED AS TIGH11Y AS POSSIBLE WITH ADHESIVE TAPE OR PV.STIC TIE STRAPS AT 11-IE JOINT OVERV.P. PUCE CIRCUMFEREN11AL WRAPS OF TAPE OR PV.STIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP MINIMIZE: THE SPACE BETWEEN n-lf POLYETHYLENE ANO n-lE PIPE. 4.3.2 PIPE. METHOD OF INSTALV.TION OF POLYn-lYLENE ENCASEMENT ON oucnLE-IRON PIPE SHALL Bf BY METHOD A. 4.3.2. I METHOD A (REFER TO FIGURE: 1): CUT POLYETHYLENE: TUBE TO A LENG11-I APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE: PIPE SECTION. SLIP THE: TUBE: AROUND n-lE 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: ENOS. LOWER THE PIPE INTO THE: TRENCH ANO MAKE UP THE Pf PE JOINT WITH THE PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS TO FACILITATE INSTALLATION OF THE POLYErHYLENE TUBE. AFTER ASSEMBLING THE PIPE JOINT, MAKE THE OVERLAP OF 11-IE POLYETHYLENE TUBE. PULL THE BUNCHED POL YErHYLENE FROM THE PRECEDING LENGTH OF PIPE, SLIP IT OVER 11-IE ENO OF NEW LENGTH OF Pl PE, AND SECURE IT IN PLACE. THEN SUP THE END OF n-lE POL YErHYlENE fROM THE NEW Pf PE SECTION OVER n-lE END OF n-lE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF n-lE PRECEDING LENGTH OF PIPE. SECURE THE: OVERLAP IN PLACE. TAKE UP THE SLACK W/Dn-1 AT THE TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARREL OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS. CUTS, TEARS, PUNCTURES, OR OTHER DAMAGE TO THE POLYETHYLENE SHALL BE REPAIRED AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION OF PIPE IN THE SAME MANNER. 4.3.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTUR£S, OR DAMAGE TO POLYETHYLENE WITH ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYErHYLENE SHEET OR A TUBE CUT OPEN, WRAPPED AROUND THE PIPE TO COVER THE DAMAGED AREA, ANO SECURED IN PLACE. EXP. 6/J0/08 V.W.D. "AS-BUILT' D: AREAS BEING ACTIVE:LY GRADED SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING DUST. E: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED A THE OCEANSIDE STATION OF THE NATIONAL WEATHER SERVICE. IT SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO ASCERTAIN AND RECORD DAILY WIND SPEEDS DURING THE GRADING PROCESS. THESE RECORDS SHALL BE AVAILABLE FOR INSPECTION T ??.OFESS~ Co~,,i,::z:: }<'WL> r12.R /1~-Btl/iT ,q_.t;,z;<; DATE ~11~BL.~q~~ (SIGNATIJRE 'Ji'<l ~i DAVID A. BLALOCK P.E. NO.: 62891 No.62891 fl\ l!l,p. 06/30{12 "' MY REGISTRATION EXPIRES: 6 30 08 DISCIPLINE R.C.E. * * BY THE PUBLIC WORKS INSPECTOR. HUNSAKER & ASSOCIATES SAN DIEGO, INC. ~1' IV\\.. ~-,. VALLECITOS BENCH MARK "AS BUILT" 0FCALlfll~ WATER DISTRICT DESCRIPTION: U.S.C. &: G.X. BRASS DISC STAMPED 9,.JBIJJ "K302., 1935" IN CONG. MON. _16..r,_l,1 ENGINEER OF WORK Aa14 LOCAnON: POINT LIES 8.5' EASTERLY OF EASTERN BERi/ LINE: ON RANCHO SANTA FE ROAD, t'.,/30//2 OAT£ Approved By: 133 NORn-lERLY OF ELECTRIC RC£ G:J.89/ EXP. TRANSMISSION LINE POLE MARKED ~==~--STREET LIGHT 60' ROW PER FINAL MAP 5• J' J,~~.,j,.l-.)fto--i~~4~.5~'f------2~01__' ____ --.l' _____ _!c20,:_' ____ T_:_4.nf5-f' __:5,,_'_flf---'-f-:"i.iMIN. FIRE HYDRANT"+---'-L •~,, -~,, ., . 4• PC SIDEWALK 6" TYPE G CURB &: GUTTER 2% - 6" TYPE G CURB &: GUTTER .n'... 15' 1a· -..t~-r 4• PCC ~ SIDEWALK Vf~f,l}!f.,,h· 5!.Pt.3WsltSffREET NOTE 1. SHT. 1) 8" PVC SEWERJVOO) 5' coi,rn (MIN. 8" DIP WA U:R (VOO) J' COVER (TYP) 3' MIN~ 6" 5' 7.5' FIRE HYDRANTi-_,.,l... ~~ ,:' ,;_. 4" PCC SIDEWALK J' MIN~ FIRE HYDRAN fi---Wl... ~"',, ~,,, n•' """' 4" PCC SIDEWALK CORTE PANORAMA (PUBLIC) T.l.=5.0 / , i 4"AC/4'ABL R-YALU!i' = ~ NOTTO ScALE Y ELEVATION SHOWN ON PLANS ===~--STREET LIGHT 17' 6" TYPE G CURB &: GUTTER 2% - 60' ROW PER FINAL MAP 17' 6" TYPE G CURB &: GUTTER 2:J 11' 8" PVC SE~fVOO) 5' COVER (MIN. 18" s: DIP WA~ (VOO) J COVER (TYP) SITIO CALIENTE (PUBLIC) STA. 10+ 0.00 TO / II, r 4-8: 00 • •-·-"v>""._.--..,_,----.,,-~ T.l.=5.0 ~ , 3 s.·~ ~G2 4'AC/4'Ae R,VALU/?: ,9,/'I. ,OrOO TO I r ~ :._,. . NOTTOS . ~-~ .17'A. /3-/-~0TO /4,r-#Js37 Y ELEVATION SHOWN ON PLANS ·----_,.,-.... • ...__.,...____....,._..,..r-: 18' 6" TYPE G CURB &: GUTTER 2% - c,;==~~-STREET LIGHT 56' ROW PER FINAL MAP 6• • .J 18' 6" TYPE G CURB &: GUTTER .n'... ,,. s: PVC SEWERJVOO) 5 COVER (MIN. 4. 5 • 5' f":i.AtN. B: DIP WA(TER (W.0) 3 COVER TYP) SITIO BAHIA (PUBLIC) ~;tA~~g;;~~: 37~ CORTE ALTURA (PUBLIC) T.l.=5.0 ~-~ 4"AC/4"AB /?-VAltll= = 50 NOT TO S LE" ..__ -......--. .2 Y ELEVATION SHOWN ON PLANS I SH~ET I I sH:;Ts I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOUTH APPROVED DAVID A HAUSE~~ if -f~ t DEPUTY CITY [NG/NEER RCE EXP. P6/3o,_·-DATE -Etitrrtu "11.23011" AND "rl13825"AND 11/1}./o z / L-/Y-::, 7 APPROXIMATELY 1,2 MILES NORTHERLY REV=~ //It. --- ,;/11 DR8 I;./.\, ,4 s -,8 t<' / ,t, T OWNBY:~ PROJECT NO. DRAWING NO. PlANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500· FX(858)558·1414 Date: OF THE INTERSECTION OF RANCHO </41,, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 05-15 446-5F DAVID A. BI.ALOCK DATE SANTA FE ROAD AND V. COSTA AVENUE. REVISION DESCRIPTION RVWD BY: (?,Vf" RCE NO 62891 EXP. 6/30/08 ELEVAnON: 533. 39 NGVD 29 MSL ENGINEER OF WORK DTH[R APPROVAL CITY APPROVAL INSPECTOR DATE - R,\0571\&Eng\SPLIT IMP\SDUTH\0571IB03.ciwg[ 1275l □ct-26-200T,Q8,5iW.O. No. 2352-125 V. W.D. ~8/071 J!l2 ~. m 051408 / ' I ----- - --~~-T:-:: ------- - I --___ ---_ _ _ _ f/_2 12.34' • j t--+--+---+---+ -----·-···••------2 .Bf'. -T I - -----,--- --------------------- TC= CL UNLESS OTHERWISE SHOWN ---------I --f--+-+---+--+-----C---+· ----------- ---------------------------··t· - -------------------------------------------------------+---+ -------------------- --------- ---------- .--~I••----___ ...... ---·------------- ------------ -------------------- -------------.. ----------------- ------------------- 1530, ------- ---- -------------------------------------------- ---------------------------- -------------- ---------------------------- ------ -------- ------g ---------------------- ··· ·------- -------+--+--+--+ ------- t--t------+-+--F -... 1---+-tcc.t --0--- '+'--C--l='-" _____ ------+-----+--+---+ •'• --• •• --•--- -l'/2. 0_ii< -------r --J •-•----I=•~ ,,~, -'----------------•••••••--I --<--- • ··1··· i -~-- +"+-' '-'-=,-_-,_,__,_ •-1='=+"++==1.=1-J"IJ,1,•::c•••+• •~• •':l•• ~• ~•••;cc'4•--• ••• •• ••••• -••••••• ~++•-•·__,·-f------_-+--~+-- •••-=l=+c=i=W, _::r: + ---1 -------1~ fi:lfl -•·•::::4------t9"H ,--:1 ----_ ---1--= ~-1 - -----:: :-:r_: :: :··:·:'.-__ -------- ----------------- --------,-- --------------------- 1 •• 750 PRESSURE ZONE t--t----t- ---------1 -------··-•······ --- --cc-~-i=i=-.c---t-= ---• ••I -• --=+-+---------,-- 1 --------t ---t -- I ---:;::: _, __ _ I ]__ ·~=1 ••••••• •• f l •==t••·- --~ - ,___-_--I •· : I --.----•• f O {j 'f1t=J_ ==--.[ _._[----,-_ J .... •----------•-·· .. ...•.. --------••·· ' --=-=i-'-----'-'=·•. -_ ---. -f 1 -+-"•••• ·•--::. ------. -••• ---• - ' I =c-t-· --•-----r : ----I ,t IQ" --_:+---+-------, ~-·---1=-.. . = -% .. 7 ----1 I !="~-==--L -~=b--1-' ~~-· -••-1-~-i - --I T -- _~!-- -~: Et----, -':~t : -I -_! ' ! --·-~-----i -.. ..-••••• 1 ---er ----,--• -- ~+-=--=---+-=--'=, --41---,---+=cc.-.+=r-"f=+'=~cct=+=····r•-"+-l=b=ollliic'c=rt-::::±-=t::-:E::t=.-r-!510'rcc+=-=' -•'7·-----,--, =t--c=-'-""f~---"--••-~--'r---fc+-----,--.-"--'-.· -1 ! I ' I - I -1 • --: j_ - - -,--j---_- ------------r· 't=irt==-t---~-----_j -- PROFILE SCALES [ J 1 2 J 4 5 6 □ 1 2 J 4 5 6 7 8 9 10 11 12 13 14 15 16 1, 18 19 ( J 1 2 J 4 5 6 7 8 ( J 1 2 BEARING/DELTA N 10"10'00" E 74·00·00· N s4·10'00· E 24"16"00" N 71•34•00• W 4•24•00· BEARING/O[LTA 4"24'00" N 71'34'00" W 24"16'00" N 84'10'20" E 2J'JJ'2J" 121·os·os· 2J"JJ'2J" N 10'10'00" E 16"J1 ·20• N 26"41'20" E 213"02'4{)" N 6'21'20" W 16'31 ·20· N 10'10'00" E 74·01 ·22· N s4·10'00· E 24'16'00' N 71'34'00" W 4·24•00· BEARING/DELTA N 10'08'58" E N 32' 38'58" E N 77" 38'58" E 6'31 ·02· N 84'10'0()" E 24'16'00" N 71'34'00" W J"04'06" CENTERLINE DATA RADIUS L£NGTH REMARKS 1.35.48' 50,00' 64.58' 121.01· 240.00" 101.65' 94,21' 200,00· 15.36' CURB DATA RADIUS LENGTH REMARKS 180,00' 13.82' 6" TYPE G CM 94.21' 6" TYPE G CctG 260.00' 110.12' 6" TYPE G CctG 88. 11' 6" TYPE G CM 60,00' 24.67' 6" TYPE G CM 60.00' 126.85' 6" TYPE G CM 60.00' 24.67' 6" TYPE G CM 14.85' 6" TYPE G CM 100.00' 28.84' 6' TYPE G CM 50.00' 6' TYPE G CM 40,00' 148.73' 6' TYPE G CM 50.00' 6" TYPE G C&G 100.00' 28.84' 6' TYPE G CctG 47.73' 6" TYPE G CctG 30,00' 38.76' 6" TYPE G CctG 121.01' 6" TYPE G CctG 220,00' 93.18' 6" TYPE G CctG 94.21' 6" TYPE G CM 220.00' 16.89' 6" TYPE G CM VWD WATER DATA RADIUS LENGTH REMARKS 162. 14' 10" DIP CL-350• 19.63' 10" DIP CL-350• 1.58' 10" DIP CL-350• 200.00' .... 22.75' 10" DIP CL-350• 115.73' 10" DIP CL-350• 225.00•-95,29' 10' DIP CL-350• 94,21' 10" DIP CL-350• 215.00•-11.51' 10" DIP CL-350• • WITH POL YET'HYl.ENE WRAP PER DETAIL ON SHEET 3 -USE 9' PIPE LENGTHS (BELL & SPIGOT) WITH 3" DEF1.£CTION VWD SEWER DATA - BEARING/DELTA RADIUS L£NGTH REMARKS N 10'10'00" E 178.16' 8" PvC SDR-35,. N 84"10'00" E 172.30' 8" PvC SDR-35,. •• GREEN HUNSAKER ENGINEER & ASSOCIATES SAN DIEGO, I N C PLANNING 9707 Waples Street ENCINEERJNG San Diego, Ca 92121 ~ 1ct~l :iia/ALOCK SURVEYING Pl-l(858)55IH500· FX(B58)558·1414 RCE NO 62891 EXP. 109 OF WORK n,J,-3/07-- 6/30/08 DATE 101 ___ L -- ------------------------------------__ J __ _ 106 1011 41+11.84 CDS 41+22.77 CDS CL 12 DWY 41+35.64 CDS 1 METER ll!,41+J7, 12 CDS 41+53.21 ST LIGHT VWD NO~: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLAnON OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved By: ~J.4, ' 10+00 103 104 END CAP & TB TREA ™ENT CONTROL BMP TABLE 2 DESCRIPTION QUANTITY VORTEX SEPARATOR 1 EACH (PRNATE) BENCH MARK DESCR!PnON: U.S.C. & G.X. BRASS DISC STAMPED "K302,, 1935" IN CONG. MON. LOCAnDN: POINT LIES 8.5' EASTERLY OF EASTERN ff,¥ l/;Xlf,;~~L ~'11/_Er'-/!lt FE ROAD, o/tJJ/flfi'°l!il1t:iff. 1 'Jffs.Mt!JtED Dote: _~/4-~_-f~Y._·_O-Z~------ 1-PPROXIMATELY 1,2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND lA COSTA AVENUE. ELEVAnON: 533.39 NGVD 29 MSL PORTION OF VWO EASEMENT 00C NO. 0104869 . 13/200 TO BE QUITCLAIM ... -II:: ~ ~ ~~/gQ -~ ~~,~ " :q II:: ! -~ N/B " ... ~ :q .., ~ i--{:i ... i-to "' i----· ~ ... --:t t1 " II!, "' 113 N " i-... ' 114 -II!, C) 1 2 3 4 98 91 ' HORIZ. : 111 =40' ----------, -- VERT. : 111 =8' STORM DRAIN DATA BEARING/DELTA g•.35'4J" N 66"50'00" W N 59·55•00• E N 59·55•00• E 0 RADIUS L£NGTH REMARKS 00.00' 15.07' 18" RCP 1350-D 6.64' 18" RCP 1.350-D 5.00' 18" RCP 1350-0 5.00' 18" RCP 1350-D 40 80 120 ~--~ SCALE 1'=40' (PRNATE) (PRNATE) V.W'.D. "AS-BUILT' t'.'a,:vmcT VWL> eQff "7S,BI/J?T ~nATE ------1 (SIGNAl\JRE) DAVID A. BLA.LOCK P.E. NO,: 62891 J.tY REGISTRATION EXPIRES: 6-JO-DB DISCIPLINE R.C.E. ~ CITY OF CARLSBAD 15.'i~TS' I 1------+---l-----------------t----t---t------t----i ~ ENGINEERING DEPARTMENT _ l----lc-----1----------------+---+--t---t----J "AS BUILT" AJBJ./.1 _f/J..WL RCE ~:lliJ'fl EXP. G/'10//2 DATE REVIEWED BY: /Ufti-,--. INSPECTOR DATE DATE INITIAL ENGINEER OF )1'0RK /1!:-0tlllT ~o 1s REVISION DESCRIPTION --+---+----+----t----1 IMPROVEMENT PIANS FOR: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOUTH APPROVED DAVID A. HAUS'f;llrt( t,r),7ff__ DEPUTY CITY ENGINEER RC£ 33081 EXP.~ DATE PROJECT NO, DRAWING NO, CT0S-15 446-SF R,\0571 \&Eng\SPL!T JMP\SDUTH\0571IB04.dwg[ 1275J□ct-26--2007,Q8,S'W.O, No. 2352-125 V. W.D. BIN : 081 ... __ ,,_ ....... 061008 r ' 1 2 □ 1 2 J 4 5 I J 1 2 ( J 1 ·::::::::: :::::-, -: ------+ ---r ---------,-- BfARING/D£LTA N J"10'00' E N 86'50'00" W BfARING/D£LTA N J"IO'OO" E 28'11 •45• N 25"01'45" W 208'11'45" N J"10'00" E BfARING/D£LTA N J"IO'oo• E 28'15'J8" CENTERLINE DATA RADIUS LENGTH REMARKS 260.00' 20.00' CURB DATA RADIUS LENGTH REMARKS I00.7J' 6" TYPE G C&G 100.00' 49.21' 6" TYPE G C&tG 50.00' 6" TYPE G C&tG 38.00' 1.38.08' 6" TYPE G C&G 210.00' 6" TYPE G C&G VWD WATER DATA RADIUS LENGTH REMARKS 104.48' 10• DIP Cl-350• 250.00'~ 12J.J1' 10• DIP Cl-350• • WITT-I POLYFTHYI.ENE W~ PER DETAIL ON SHEET J ------,-------,--- ~ USE 9• PIPE lENGms (BELL &t SPIGOT) WITT-I J" DEFl.ECnON VWD SEWER DATA BfARING/D£l TA RADIUS N J"10·00· E PLANNING ENCINEERJNC SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, l~C. 9707 Waples Street San Diego. Ca 92121 PH(858)558·4500· FX(858)558·1414 LENGTH 215.49' REMARKS 8" Pl'C SDR-35,. •• GREEN ENGINEER ~9,,;;;trtBI.LJ DAVID A. BLALOCK RCE NO 52891 EXP. OF WORK 12/,3/47 5/J0/08 DATE -----------,--··-- -------1 -----r--------- ------1 ·==~·••"'••·/>. t ----l-J---).1 -!-~~•:ii . [ ~ c ... . ···:::t -- - - - ------------------------, . ----- ----,--- ( L-5 VIIQ 10 ·········ror···~F+~.. .. . :r- --------· .-.-... -.... -... --~~ -----= ,;:49)!>~-a·_ ----t_-- -------+-----·········-··· --------:,::: -----------------· ______ ,_ 9 ... ="H'l''j'F .. ~ .. •.•1 • !,I ..... .1.0,.~ •. -----------+--1----•t . I ::::J:: ------------------,-:-r -_-__ -________ I_ -····------------+--- :: ::-: T:"::: -_: __ _1___ ------1--------, -----r --------T-- ----__ _j __ ---: :t·· -- ----------r -- 1 -=.c=-+---1---------------r - .............. 1. ic=+=+=+=:.cc:::cc.::::+: ."': ::c;c,. Jfb+=..c=ct·: :: -:-::: ·:::: r :- ---------------i--- +-+--+--+--_-__ ---=T _:_ ........... :;+···=f=.'=4=1=+c··········•·1·. ------- -------- -----, ------ --. -·. .. r ---------,---__ --_: _:::_ l __ - - -:::::::: -----i= .T I ------------ ----,- . -------------- --------------······ ...... . --- --- -------------------------- Q_.:--h----k-.i$4~4.:__4.:;k4~+~¥:W.:c:4= "'F"i~c+c==+="=+=············•·· ······· · .. ~ :::::: ::::::,:: --: t: -- ----------------------,--------------------, 10+00 11+00 N'LY PROPOSED SIDEWALK CONTINUES ON SHEET 4 AT STA 16+00.00 ALSO SEE DWG 429-7 16+ 10.80 If Cl INT 10+00.00= 17+51.9J CTE. PANORAMA REMOVE BARRICADE----1=,¾,--J I ~• •t••••••mm .. •~ ,. l g I I E M ........... 1-_ __. .. J I I "· ... . I . .; N'LY PROPOSED SIDEWALK CONTINUES ON SHEET 6 AT STA 19+00.00 ALSO SEE DWG 429-7 9/J 18+95.29 If 9/S M -·~-.. s ~~ ~ " " ~ ., ., ~ <-.j ~ -~ <o t;i ~ +-+-+----+-----J o; --u ~ --If - SIT/O BAHIA --1 --------------------------\:--=----------------------------,-- 12+00 94 ~ ~ "'~"' c::, ": ~ ... ~ c:i ., ;;;~~ <o 1 -+-+-+---"' d ----"' - 91 .. . ·---:: :::: -,: ~ .. ------------------ - ---------------. -----·-··----------------- 13+00 12+59.99~20' LT CENTER OF CDS BULB 12+75.17~ 17.J8' LT 2 BO PER VWD W-1 12+77.82~18.79' LT END CAP ASS &t TB PER VWD W-16 41+65.12 CDS ST UGHT 12+76.50~18.08' LT O MAIN 2 AV PER .• VWD W-J ------------ ---------------------------.. ----+--+-___ --- --- --- ---. ------------------·---·-· .. .. ........ ... .. ·········•·1c·=--==+-==== --------·-.... . ----------- ---------------·· ----------- 40 0 40 SCALE 1 '= 40' I r .. r·- . •cc• :.r . ' ' i ' 44--_j___ ~4 I ' I ... C 536 - ( ----=-----7 ' 1-1--1-1 '.---+----+, -+ +-- 1 l---'-_;.----1--+--1·- I ---+-- -1- PROFILE SCALES 80 120 V.W.D. "AS-BUILT' C<?,¥0'.:T VW,Q e;e A.S-$1/ltT &'IYS 11ATE _____ _ {SIGNAll.JRE) ____ ..,,D::.,AV.:.cl=.D..:.A..::....:B:.::lA:..,L::,O:.::C::.:K ____ P.E. NO.: __,6,.,,2,..89"-'1'--- MY REGISTRATION EXPIRES: 6-J0-08 DISCIPLINE R.C.E. VWD NOTE; NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO TT-IE INSTALLAOON OF TT-IE PUBLIC WATER OR SEWER SYSTEM. 1----1----f---------------l---lf----+--+----I ~ CITY OF CARLSBAD I SH~Ts I L___:__j ENGINEERING DEPARTMENT VALLEC/TOS WATER DISTRICT Approved By: ~• , Dote: __ __:_/;_2__:-/c_:__Y•--'d--'7'-------- BENCH MARK DESCRIPnON: U.S.C. & G.X. BRASS DISC STAMPED "!<J02., 1935" IN CONC. MON. LOCAOON: ELEVATION: POINT LIES 8.5' EASTERLY OF EASTERN 1FJJ11 ,f/;%~~~L f/Jfllff.itl!lt FE ROAD, 71/tffJ'l~l'f!ioLl'iff_l~~~•~ffffED APPROXIMATELY 1.2 MILES NORTT-IERLY OF TT-IE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 5JJ.J9 NGVD 29 MSL "AS BUILT" fJ-JBt41 -11zwL DAT[ DA TE INITIAL INSPECTOR DATE ENGINEER OF WORK AUO ve ,,-o DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT Pl.ANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SOUTH APPROVED DAVID A. HAU~...//_ ·hi, DEPUIY CIIY ING/NEER ~33081 EXP 06/30°jtjf1 IJ~TE OWN BY: CHKO BY:~-~- RVWD BY: GVP PROJECT NO. CT 05-15 DRAWING NO. 446-5F R,\05 71 \&Eng\SPLIT IMP\SOUTH\0571!B05.dwg[lDec-12-2007'17,07 w.o. No. 2352-I 25 V. W.D. 0812005 BIN ; '---=-'--c.c..--'-'-=---~ 051408 / ~! ! !;•··· t§fjl_,_• ._ .• -t-"--i;_• ~1~~ . 1 t Ir • · l ~ • uJE,s1Hgw;:~~E -7lcclfr'5=,: •• o== ••••. :P,:,.:R=. r=,E=iS7'S:U~R-ciE=Z-'EO-=N_E=1.c-:····r.·•·•·· ; : ·••·-i-\ CJ •. 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' ,~ .-... ,. . 1 ·· I . ~ •• ! _I I .• -1 t ------r -- . ··•••· j . ··._· f---f---+--+--.c=+-=c-+-.cc---t--+-ccct--= • ••• : ••1 • ·g,.J__J______L:__L..____L__l~LA......::±~L±.--2.:l+.J~~.:L:i=.L...J____J__~,4. ~L_ .. £,. ld.=1.::c~~~=±.....=:±.c.±..J~_EL_±____L-==1-cc.::...L.....c.~=c=....L-'--"=-1.c=.......c-1....CC.L....l.=C-=cL...-----"1 12+00 13+00 14+00 15+00 16+00 -------:_--::::f:-- 11+00 0 1 2 J 4 □ 1 2 J 4 5 6 7 8 I I 1 2 J 4 5 ( l 1 2 J 4 0 1 2 J 4 5 6 7 8 CENTERLINE DATA BEARING/DELTA RADIUS LENGTH REMARKS N J"10·00· £ 255.28' 13"20'00" 500.00' 116.36' N 16"30'00" £ 101.51' 2J"58'4JJ" 300.00' 125.56' CURB DATA BEARING/DELTA RADIUS LENGTH REMARKS N J",0'00" E 255.29' 6" TYPE G C.tG 13°20'00" 517.00' 120.J1' 6 • TYPE G C<f:G N 16'30'00" E 101.51' 6" TYPE G C<f:G 24"06'20" 283.00' 119.06' 6" TYPE G C<f:G 757'56" J17.00' 44.07' 6" TYPE G C<f:G N 16'JO'OO" E 101.51' 6" TYPE G C<f:G 13·20·00· 48J.OO' 112.40' 6" TYPE G C.tG N J"10·00· E 255.26' 6" TYPE G C<f:G VWD WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS N J"10·00· E 250.31' 8 • DIP CL-350• 1J'20'00" 489.00' 11J.80' 8" DIP CL-J50• N 16"JO'OO" E 101.51' 8 • DIP CL-350• 1J'5J'26" J11.00' 75.40' 8" DIP CL-J50• 10·00•55• J11.00' 54.36' 8" DIP CL-350• • WITH POL Y£THYI.ENE WR<\!' PER D£TAIL ON SH££T J VWD SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS N J"10'00" E 99.24' 8" PI-C SOR-JS•• N J"10'oo· E 209.51' 8" PI-C SOR-JS•• N 16'24'49" £ 172.4-J' 8" PI-C SDR-J5,. N 720'59" E 70.69' 8" PI-C SOR-JS•• •• GR£EN STORM DRAIN DATA BEARING/DELTA RADIUS LENGTH REMARKS N J"10'00" E 245.29' 18" RCP 1350-0- J'J5'58" 511.00' J2.10' 18" RCP 1350-0 9·10•24• 511.00' 81.81' 18" RCP 1350-0 N 16°30'00" E 6J.42' 18" RCP 1J50-0 90·00·00• 22.50' J5.J4' 18" RCP 1350-0 N 7J'30'00" W 5.75' 18" RCP 1J50-D N 86'50'00" W 4.25' 18" RCP 1350-0- N 86'54'J4" W 26.25' 18" RCP 1350-0- AWA TER-nGHT JOINTS R£QUJREO, SEE PROFIL£ HUNSAKER & ASSOCIATES SAN DIEGO, I NC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500· FX(858)558·1414 N'LY PROPOSED SIDEWALK CONTINUES ON SHEET 5 AT STATION 19+00.00 Al.SO SEE DWG 429-7 I 2 I jt L ~~ Jl,, fi " 1 ~ A I 8! 1i W14-2 "NO OUTLET" SIGN R1-1 "STOP" SIGN W/ DOUBLE STREIT NAME SIGN 88 87 J::: J::: ~ ~ + -- J::: ~ ill § :g + -,__ -"' t "' -- 88 85 84 ~ 83 ~ "' -l 88 ~ ~ + "' ~ ~ ~Q - ~ ~ ~ (,Q + + +---18 "" " "? CrJ 12" WHITE LIMIT LIN£ W/ "sTOP" PAVEMENT L£G£ND (THERMOPV.Snc) . ; -;+-t=-~",__ : I --+ ' ' -- s -<3 --~ci ~ ~ :!: )lo :J: ' CL INT 10-1-00.00= 2 -1-27.00 C R£MOV£ BARRICADE ENGINEER ~13£1..f D ~ LALOCK RCE NO 62891 EXP. 2 .I! , ' ; ' 0 .. ---~ ---Q ~ ~ ~ C() i-+ +--"' "' ~ <3 "' --"i -., "' " li ~ ¥~ d~ 40 0 4:_0 ___ _cB0 SCALE 1'= 40' FOR CONTINUATION OF IMPROVEMENTS SEE DWG 44+-5c 16+49.J9 END CAP &-TB 16-l-f7.89 ~ 1 • AV PER OWG W-2 16-1-46.39 ~ 2" BO PER DWG W-1 120 EXISTING IMPROVEMENTS PER DWG 429-7 ~ ~ -l!?jic; ~ 18 + "' - >-IJl ~gta t f " ~j f '5 ~ ORTE ALTURA SEE SHEET 7 OF WORK n./J3io.z_ 6/30/08 DATE ~i!~i 20 ~!;;J :j: ~ l-d-:t ! ill Q 22 ~~~~~~ ~ + Jr! ... 83 ~ a:.,~~,l: & V.W.D. "AS-BUILT' S/T/O CAL/ENT£ t:O/l/7?f/:T VW2> ff>R /1S-8L//?T MM/\TE _____ 1 {SIGNA7iJRE) I ____ D,::,:A,.,_V:eclD...:.A.:,,...:,B:::LAc:Lc:c.OC:::.K'-----P.E. NO.: 62B91 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E. vWQ NOW ~ CITY OF CARLSBAD I SH~TS I NEW STREETS SHALL BE CONSTRUCT£0 TO l---+--+-~----~--~~-~---r--1---r-~,---i ~ ENGINEER/NC DEPARTMENT SUBGRAD£ PRIOR TO THE INSTALLAnON OF l---f---+----~~---~~----t~---t--r--1 -1 I ~TH=•:..::P~UB:U:C~WA~TE:R:..:OR::..::S:EWE;=R~SYS=TE=M.:.......1 __ __, ________________ -,-----::--------:-----tJ._=====t====t==============================i=====+====+====+====1 IMPROVEMENT PU.NS FOR: I-LA COSTA OAKS NORTH VALLEC/TOS BENCH MARK "AS BUILT" BUILDER IMPROVEMENTS WATER DISTRICT DESCRIPTION: ~~2..,,,,ifs·1Jr~~N~sig,r,AMPm n ·"B.'1!1 NEIGHBORHOOD 3.3 SOUTH LOCAnON: POINT L/£S 8.5' £ASTERLY OF £ASTERN J:::Z.J...----t:. f1'~ f/2.ilu ~-1. /. ~ ~ 8£R/I LIN£ ON RANCHO SANTA FE ROAD, DAT£ 1----f---+-----~~--~~~~--t-~--t--r-~,--, l-=-cc:-=c:-,:=--;c;-;=::=----;;~~~~~~ ~~09 Approved By: ~4[(A fllNf,J/§lfilir'JN~F ~fC~KED RCE G:<B'll EXP. d,/.3,::,m... . ••· ,.,,._8,,/iT 1_1:D;£P~U~TY;='=C~ITY=;E;;;NC;;IN2E~E~R==;;;~~;E~X:=P::::. =06~/~3~0~/~' ~/1~,l~TE / "Tl.2J01T" ANO "n.1J825" ANO r,:;:;::-;;;:=:--;:;:-:------------1~'c-!4-:-::+~'1i'--ffA':;';;"7':".J~;;""'S'-'-:::-:;--~~~;;--;--;-:;:=-:-;-----t;;:,:;~,t,-;-:-,dM~~n~ r/...-:~ --~~---~ APPROXIMATELY 1.2 MILES NORTH£RLY REV./tE~ 0/4BY: 0"1--1 ~v,oe oe.i-.e~,.. u.,,.-e.f('... ~ 5,28.a! (;I.If' OWN BY:_= PROJECT NO. DRAWING NO. Date: OF TH£ INTERSEcnoN OF RANCHO .,.,1,,,_ 111 DATE INITIAL l>-u I DATE INITIAL DATE 1N1T1AL cHKo BY:_ ~~ CT 05-15 446-5F SANTA FE ROAD ANO lA COSTA AV£NUE. .:, f'r" REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: hv'P £L£VAnON: 5JJ.J9 NGVD 29 MSL INkcroR DATE ENGINEER OF WORK R•\0571 \~Eng \SPLIT IMP\SOUTH\05711 B06.dwg[lDec-13-2007cl5•21 W.O. No. 2352-125 BIN : V. W.D. 0812C· 5 061008 ' 1 1 2 J 4 □ 1 2 J 4 5 6 7 8 9 10 ,, I( : 1 2 J 4 5 ( J I 2 J BEARING/DELTA N 89'25'00" W 56YXJ'OO" N J4'.J5'00" E N 55'25'00" If BEARING/DELTA 82'02'56" N 89'25'00" W 55·00·00· N J4'JS'OO" E 28'11 '45" N 6'1J'52" E 2os·21•10• N J4'J5'00" £ 55·00·00· N 89'25'00" W 82'02'56" BEARING/DELTA N 89'25'00" W N 69'07'54" £ N ·44'29'J9" £ 9'54'J9" N J4'JS'OO" £ BEARING/DELTA N 89'41 '02" W N 69'07'54" £ N J4'JS'OO" £ CENTERUNE DATA RADIUS LENGTH REMARKS 71.87' 200.00' 195.48' 182.42' 20.00' CURB DATA RADIUS LENGTH REMARKS J0.00' 42.96' 6" TYPE G CJtG 28.20' 6 • TYPE G C&:G 182.00' 177.88' 6" TYPE G CJtG 7J.44' 6" TYPE G CJtG 100.00' 49.21' 6" TYPE G CJtG 49.9J' 6" TYPE G C.!tG J8.00' 1J8.18' 6" TYPE G C.!tG 182.42' 6" TYPE G C&:G 218.00' 21J.07' 6 • TYPE G C&:G 28.15' 6' TYPE G CJtG J0.00' 42.96' 6 • 'TYPE G CJtG VWD WATER DATA RADIUS LENGTH REMARKS 74.68' 10" DIP CL-JSO• . IJ2.6J' 10' DIP CL-JSO• 6.JJ' 10" DIP CL-JSO• 200.00·~ J4.50' 10" DIP CL JSO• 219. 19' 10' DIP CL JSO• • WITH POL YFJlffl.EN£ WRAP PER DETAIL ON SHEET J ~ US£ 9' PIP£ LENGTHS (BELL .t SPIGOT) WITH J' D£FLECOON VWD SEWER DATA RADIUS LENGTH REMARKS 84.41' 8 • PVC SOR-JS .. 122.66' 8" PVC SOR J5 .. 2J9.86' 8 • PVC SOR-JS .. •• GREEN 10+ 10.81= 12" WHIT£ LIMIT UN£ W/ "sTOP" PAVEMENT LEGEND (TH£RMOPV.STIC) CL INT 10+00.00= 16+06.51 S/110 CAL/ENT£ 55+56.72 MH NO 7 PER VWO S-1 15+95.90 Sl710 CAL/ENT£ 8"x8"x8" FL T££ .t TB J£A~8" FlxPD CVS 1£A~ 10"x8" REDUCER ~ ~o , '~ W/4-1 "DEAD END" SIGN VWQ NOTE;; 24 ;t;11 .9.'> %~,t;,,.. ~~o~ <I-,. lf~O R1-1 "STOP" SIGN W/ OOU8l£ STREET NAM£ SIGN 3/J !.',ll ~,1 ,:f " 34 28 43 +67.B O MAIN AV PER DWG W-J J 90 40 0 40 80 120 ---SCALE 1': 40' V.W.D. "AS-BUIL1 .. COA.JTA;!T VWD 8)fi A'S:.1.?U/.tTM&SI\.\TE -----1 (SIGNATURE) DAVID A. BW.OCK P.E. NO.: 62891 ~=~- MY REGISTRATION EXPIRES: 6-J0-08 DISCIPLINE R.C.E. 1-----+--+-----------1-----------+---+-~--• ~ CITY OF CARLSBAD ~ cNGINEERING DEPARTMENT i------;-;:-7-;-=:~:::::-::::---l---,----~-------------,-----------------..-I---_ -_ -_ -_t+--_ -_ -_ -_t+--_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~--_ -_-_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ 4--l -_ -_ -_ -_ -_ t+---_ -_ -_ t+ -_ -_ -_ -_ t+ -_ -_-_ 7-1 IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" LACOSTA OAKS NORTH NEW STREETS SHALL 8£ CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALVo110N OF TH£ PUBLIC WATER OR SEWER SYSTEM. HUNSAKER & ASSOCIATES IA/A TC::R D/STR/CT D£SCR/P110N: u.s.c. &: G.X. BRASS DISC STAMPED BUILDER IMPROVEMENTS VVl"I I Ci / j "l<J02., 19J5" IN CONC. MON. 0.. A A NEIGHBORIIOOD 3.3 SOUTH ENGINEER OF WORK V"'U LOCA110N: PD/NT LIES 8.5' EASTERLY OF £ASTERN ~Bflt.e. _fh.1L11 ~ BERi/ UN£ ON RANCHO SANTA FF ROAD, I--APPROVED DAVID A HAU~~l-6 Approved By: ,'f 1JJ NORTHERLY OF ELECTRIC RCE (,,:l8'll EXP. 6/3,:, l,z DATE :"LI. "''«,.=::___~~~ rRANSMIS!JION UN£ POL£ MARKED ;<-£.=-==~c=-,-=c~==-~'-'~-· ,1.,-SAr-4 DIEGO, INC r--ll(tl¼-I A ,1 '7UJ071 AND "n.1J825" ANO tmomBY:------------~~~~~µ(/:>;~A~.5'f·~.B~~~;,:~;t~T~::--:c=c-=--:=-:::-c-:---h-:-::---d--+~--=-1-::-:-=--I [.!D;£;PU~'TY;=C=l'TY=;£~NG~l=N£~£~R=R=CE===3=30=B;l==~EX~P~. ~~~~DA~TE PlANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 ........t'. I,)~ !l[f?Jlo7 /e APPROXIMATELY 1.2 MILES NORTHERLY R~ BY: I l'!e.VIO,!. -oe.,we,?.., "-IA<~~ $'-l1· 5•2'G6 e,,vp r "'"DA BLALOCK Date: ___ .,_,,.~'.!-~~/.,_y:_--o.=.L.1______ OF TH£ /NT£RS£CTION OF RANCHO ~ ~ / F~.'#4-~:.z-FiNG•O,ci~,ci:m~~=-=::..:===:::'.--T~~4-i;;,',:'.!,-f~~t;;~.-i OWN ar,_ "';£_~ PROJECT NO. DRAWING NO. ~., · DATE SANTA FF ROAD ANO V, COSTA AVENUE. /:,'· // DATE INITIAL DATE INITIAL DATE INITIAL CHKD ar:_:_/ "---5~- RCE NO 62891 EXP. 6/30/08 ~in,•110N 5"J9 NGVO ~~'---REVISION DESCRIPTION ~vP' CT 05-15 446 SF ~=======================----------1.:c:.:::•c~"~:.::::.:..' __;~""::::::::·· :...::::::~29:_:M:::SL::.__ _____ l!:IN~SP~£~C~TO;:!R'._ __ :_ _____ _E,DA~~'!_E __ J.:'.EN:'.'.:G:IN:;E£:'.:R...'.0:F..:WO'.'.:R:KL __ ~::.:..::.:..::~-=-=-=-=~~~---j_~077-l~E:R~M=PRO~VA~L_L~Cl~TY~AP:PR:O~VA~L_j_:;R::~=D=B=~=' ="'====-========~==-::::~ SURVEYING PH(858)558·4500· FX(658)558-1414 R,\0571 \&Eng \SPLIT IMP\SDUTH\05711B07.dwg[JNov-15-2007,14,52 W. 0. No. 2 J52-1 25 L __ V:.:· .:..:W:..:. D:..:_. _:O:c:~:.:'..::2c:.:C'«i,e,:c_ _ _, BIN : 061008