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HomeMy WebLinkAboutDWG 446-5C; CT 05-15; LA COSTA OAKS NORTH NEIGHBORHOOD 3.3 NORTH; 01-09GENElu. NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CIT'f OF CARLSBAD REGARDING IMPROVEMEN7S SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAi., C/T'f STANDARDS OR OTHER ADDITIONAL DOCUMEN7S LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. C/T'f APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP1l.Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE QF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT Ofl $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE CQW'ANY WRITING THE POLICY MUST HAVE" A RA TING OF "A• AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUID£ 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CIT'f ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE · REQUIRED IF THE PROPOSED IMPRDVEMEN7S ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CIT'f ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO Tl1l.E SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERT'f 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 FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. I I. WHERE TRENCHES ARE WITHIN CIT'f EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CUbVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE C/T'f ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PR[CONSTRUCTTON MffTING SHAI I Rf Hf/ P AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASP£C7S OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE INSPECTION LINE AT (760-438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. I J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRLJCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-JB91.INSPECTION REQU£57S MUST BE RECEIVED PRIOR TO 2:00 P.M. Q"! THE DAY BEfQRE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUES7S 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 CONFORMING TO ALL LOCAi., STATE ANO FEDERAL SAFET'f AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TD THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5 ') OR MORE IN DE:PTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PIAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI ISHEQ RY TH£ CONSTRLJCTION SAFITY ORDERS rm E B CALIFORNIA ADM/NISTRA 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 RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, QPERAT/ONS WI/ I CFASE IMl,/£DIAT£!.Y, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN A!JTHDRITY FROM THE CITY ENGINEER TO DO SD. 17. ALL. OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING ~J.•r>M/NG UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 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 ENGINEER/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY E:NGIN££R FOR APPROVAL 7WQ FULL WORKING DAys PRIOR TO BEGINNING Of WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGR OCCURRING AL ONG THE HAUL ROUTE OR ADJACE"NT STRETIS AS A BESW T Of THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. HOWN AVAILABLE 2D. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES S ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE 0 UTILIT'f FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFE FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRE:D TO PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLA F OTHER RENT TAK£ DUE NS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. STREET NOTES 1. AC/VAL STRUCTURAL SECTIONS WILL BE OETERMINEO AFTE:R "R" VALUE TESTS HAvE" BEEN CONOUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALJFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,0/'f THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS AND THE ENGINEERED STRUCIVRAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PIANS,UNDERGROUNO CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURW.. STREET LIGHT FOUNDATIONS WILL BE ALLOWED. All LUM/NA/RES SHAU BE ·cur OFF" TYP£ J. ALL UNDERGROUND UTILITIES AND Ui TERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STRITTS. 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. FOR PRNATE STORM DRNN PIPES. UP TO 15" PVC OR HOP£ .lb\Y 8£ UTILIZED PROVIDED DEPTH IS LESS THAN 15 FITT AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4. TYPE •c• AND PIP£ MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR S7REET AREAS AND REPUiCEO WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOvE"D AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA AOMINISTRA TIVE COD£ 1. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT .lb\RKERS SHALL BE PUiCEO IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PUiN PER SDRS DWG M 19. 9. ALL SURVEY MONUMENTS AND PO/NlS THAT ARE DISIVRBED BY 'THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL UiND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. STREET LIGHTS PROPOSED BY THIS PIAN ARE PRIVATE. TH£ PRNATE STREET LIGHTS AR£ OWNED ANO OPERATED BY TH£ HOA. PRNATE MAINTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHMENT PERMIT, PR 03-123. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECUiRE THAT I AM THE 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 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER a ASSOC/AT£S ADORE:SS: 9707 WAPLES STREET CITY. ST.: SAM DIEGQ CA TELE:PHONE: (B58/ 558-4500 BY: fLm::Btl,,~ DA TE, 12111/o 7 DAVID A. BLALOCK P.E. NO.: RC£ 62891 EXPIRATION DATE: ....16u.f.e30"'/'-"1011-------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERATED BY AERW.. TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (1-30-91) AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 368-28, 429-1 OWNERS / PERMITTEES REAL ESTATE COLI.ATERAL MANAGEMENT COMPANY, A DEUiWARE CORPORATION 1903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 (160) 929-2701 PR01ECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S} 223-840-01 THRU 23, 223-841-01 THRU 45. & 223-842-01 THRU 31 THE CALJFORN/A COORDINATE INDEX OF THIS PROJECT IS N 19.BJ E 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COOR DINA TE SYSTE:M -198J, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 198J (NAD83), GRID BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COORDINATES ARE PUBLISHED IN THE CIT'f OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNT'f RECORDER ON FEBRUARY 8, TC GB BVC EVC VP/ BC EC HP LP FL OWY FS PRC ST. cc CB PUE ENGINEER'S NOTES I. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFE/Y MEASURES OR REGUUiTIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, ENGINEER'S NOTES (CONT.) I O. PRIOR TO )ROERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY 7HE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOC4!., STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RECUI.ATIONS. 11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR All NEW UTILITIES. THE SURVEYOR SHALL OBT.AIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK W/77-1 A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITI-I TH£ LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. CONTRACTOR HAS SOLE AND COMPLUE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL OEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND All /JABIL/TY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS I z. PROJECT. EXCEPTING 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 Pl.ANS. IF THERE IS ANY QUESTION REGARDING THESE PIANS OR FIELD STAKES, THE CONTRACTOR SHAU REQUEST AN INTERPRETATION BEFORE DOING ANY THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PUiNS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SD/LS ENGINEER AND 'THE CITY INSPECTOR. THE GENERAL CONTRACTOR'$ SUPERINTENDANT IS REQUIRED TO UPDATE SAID Pl.ANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID Pl.ANS SHALL 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 SHALL I/ER/FY All STAKES FDR ACCURACY AGAINST APPROI/ED Pl.ANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK IJ. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPP/..£MEWARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR All RETAINING WALLS. THAT RESULTS FRO/I PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATEO 14. BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE SOILS REPORT AND ALL 'THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO ANO MADE A PART OF THIS PLAN. AU CONSTRUCTION SHAU CONFORM Wllrl AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT All ANGLE POINTS AND TEES IN WAlE/1 SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS 15. (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 16-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. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UT/UT/ES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING I 7 · UTILITIES EXCEPT AS SHOWN ON THESE PlANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCA VA T/ONS AND I/ER/FY THE HORIZONTAL AND 1/EtmcAl LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PlANS OR NOT. SPEC/AC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO 7HESE PUiNS IF AS-BUILT LOC4TION OF EXISTING UT/UT/ES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING A80\11c GROUND AND UNDERGROUND IMPR0\11cMENTS SHOWN HEREON AS ~L AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHAU REPNR OR REPUiCE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, 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 SHALL BE RUNNED BY THE OWNER TO COMPIETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS SHOW THE MINIMUM /MPR0\11cMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. AELD CONDITIONS MAY DICTA TE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORN£ BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY TH£ SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. LEGAL DESCRIPTION LA COSTA OAKS NORTH VILLAGE 3.3 {CT 99-04-03) STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCU/A TED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCU/ATED HGL CAN 8£ FOUND IN 'THE APPROI/ED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONS/8LE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING 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 THE CA/.CUUiTEO HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCUUi TED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON ALE AT THE omcE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING 'THE 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 THE PIP£ SOFFIT SHALL 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 MITT THE REQUIREMENTS OF ASTM C16, CJ61, AND C44J. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL lt'IVE A MIN/MUii COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STm.. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI. FOR VELOCITIES EXCEEDING JO F££f PER SECOND, USE fc = 6,000 PSI. 4. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP. LOTS 202 & 203 OF THE CITY OF CARLSBAD TRACT er 99-04-03, VILLAGES OF Ui COSTA -LA COSTA QI\KS 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 TW END VERTICAL CUR\11c p R VERTICAL POINT OF INTERSECTION J?c BEGIN CUR\11c CL £ND CURVE HIGH POINT BNWT.S LOW POINT ..• FLOW LINE CTB RP DRIVEWAY EOP FINISHED SURFACE POINT OF REVERS£ CURVE COS STREET RCP so CENTER OF CUL-DE-SAC KNU CURB PUBLIC UTILTIY AND ACCESS fAS[MENT RIGHT LEFT TOP OF WALL POINT CURB RETURN MODIFIED \11cRTICAL CUR\11c CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONCRETE PIP£ STORM DRAIN KNUCKLE STATIONING \ -a I ,, ~ o 0 ~ VA LlECtTOS VATI It 11:,1 R.ICT P~rssu I!£ 2011, 7SO ,u,-.p ZONE ~,~. VALLEC/TOS WATER DISTRICT STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS AND EXTENSIONS OR ENLARGEMENT OF FACILITIES \\ ~ ' LAGOON COSTA CfTY OF ENCINITAS VICINITY MAP N. T.S. V. W'.D. "AS-BUILT' C!,.:;NT/'tC.T VWt> ro~ AS-au.11-r €..6f Al > (SIGNATURE) DAVID A. BLALOCK P.E. NO.: MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE 62891 R.C.E. WORK TO BE DONE 77-IE IMPR0\11cMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT TH£ TIM£ OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. ' 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS. 3. THIS SET OF PLANS. 4. RESOLUTION NUMBERS 6148, & 6149 DATED AUG. 16, 2006 AND RESOLUTION NO. 2006-287 DA TED 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. DA TED, JUNE 25, 200 1, UPDATE LETTER DA TED FEB. 13, 2001. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-01. 9. VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER & SEWER AND APPROVED MATERIALS LIST. 10. STORMWATER MANAGEMENT PLAN FOR LA COSTA 04KS NORTH NEIGHBORHOODS 3. 1, 3.3-3.5 PREPARED BY HUNSAKER DATED FEBRUARY 12, 2007. 11. STORM WATER POLLUTION PREVENTION PLAN: PREPARED BY: HUNSAKER & ASSOCIATES, WDID NO. 9 31C335141, DATED SEPT. 26, 2( )6. 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 PEDESTRIAN RAMP TYPE ?\" MODIFIED CROSS GUTTER CONCRETE SIDEWALK **G-21 *GS-10 .. G-1, UG-9, ••G-10 SYMBOL -------- PRIVATE STREET LJGHT 9,500 LUM {HPSV) ••"E-1, **E-2, **M-21 · o---0 EXISTING STORM DRAIN STORM DRAIN 1 B" RCP STORM DRAIN 24" RCP DRfVEWAY CURB INLET TYPE "B" "**G-14B '**D-2, •DS-1 '*"D-2, *DS-1 J I i;: rq CURB INLET TYPE "B-1 • CLEANOUT TYPE •a• ••0-10 ~-= 1 • WATER SERVICE W/ 5/8" METER& 4• SEWER LATERAL (vWD) TR/PL REG/STER{VWD) .,**W-6 ----j© SEWER MANHOLE , 4' I.D •. W/3' DIA. OPENING & 3-PIECE LID (VW} SEWER STA 170N EXIS17NG SEWER MAIN {IMO) 8" P. V. C: SEWER MAIN {SDR-35, GREEN} {IMO) EXISTING WATER LINE PROPOSED 8" WATER MAIN {DIP) {vWD) THRUST BLOCK {vWD) ••••w-75 -0- 120+00.ooj ----s ----s---- ---,V-- ----w----..,. GATE VAL\11c {vWD) ,.••W-14, W-16 ARE HYDRANT ASSEMBLY WITI-I MARKER (vWD) .,••W-4, W-5 ~ FH END CAP ASSEMBLY (VwD) 1• AIR VAC ASSEMBLY (VWD) 2• BLOW r ASSEMBLY (\IWD) STREET CENTERLINE MONUMENT FUTURE 2" IRRIGATION SERVICE 12• WHITE LIMIT LINE, "sTOP" PAVEMENT LEGEND (THERMOPLASTIC) DOUB!.£ STREET NAM£ SIGN R1-1 SIGN WARNING SIGN • CITY OF CARLSBAD/CMWD ,.,•W-16 ••••W-2 ••M-10 •w-4 STANDARD DRAWING "' COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING '*' AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS •••• VAUEC/TOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS 6 B---·- ~(1 + + ~ SHEEI INDEX NOTES AND LEGEND KEY MAP AND SECTIONS IMPR0\11cMENTS ' QUANTITY 82,302 S.F. 4,419 L.F. 8 E.A. 930 S.F. 28,602 S.F. 8 E.A. 297 L.F. 422 L.F. 8,191 S.F. , £.A. 4 E.A. 3 £.A. 44 E.A. 44 E.A. 15 EA. 2,085 l.F. 2,096 l.F. 5 £.A. 6 E.A. 6 £.A. 2 E.A. 6 F.,A. 4 t.A. 21 £.A. 2 E.A. J E.A. J E.A. J EA 1 E.A. SHEET 1 SHEET 2 & 3 SHEET 4-9 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIL (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFF, AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONS PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT /TIES /CIEN1l.Y 2002. The Owner of the project designated La Costa Oaks Ngrtb -Neighborhood 3.3 North IE: N 04·55•39• W r,;~;:-/2\ CARLSB4D FIRE DEPARTMENT "\nTA 'IT-- TRUCT!ON WITH THE PROPOSED WORK. !fl AT THEIR 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIE:S (SEE BELOW LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEA FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTAT, 1\/E. UNDERGROUND SERVICE ALERT (BO 0)422-41JJ SDG&£ (BOO ~660-7343 PACIFIC BELL (BOO ADELPHIA COMMUN/CATIONS (76 ~892-0123 0)438-7741 COX COMMUNICATIONS (76 0)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (76 VALLEC/TOS WATER DISTRICT (SEWER, WATER & R£CLAIM£D WATER) (76 0)434-2980 0)744-0460 REFERENCED BEARINGS FROM OTHER DOCUMENTS/DfEDS MAY OR MAY NOT BE IN Tt:RMS OF SAID SYSTEM. 'THE COMBINED SCALE FACTOR AT STATION 147 IS 0.99993947. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. IMPORTANT NOTICE SEC770N 4216/42'1 OF 7HE 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 SERVICE ALERT AT: TOLL FR££ 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG VALLECITOS WATER DISTRICT HUNSAKER & ASSOCIATES ENGINEER OF 1,VORK ~tlt Approved By: 7 SAN DIEGO, INC PLANl\·ING 9?U7 Waples Street ENGJNHRING l_an Diego, Ca 92121 SURVEYING lH{858)558-4500· • .t.X(858)55&-1414 fl;Ja: BU-l__ Jlh,/02 /--l~P Dole: DAVID A. BLALOCK DATE RC£ NO 62891 EXP. 6/30/11> has reviewed District Ordinance No. 115, Adopted November 1, 1995 and agrees that the project: !RI is not elig;b/e for a reimbursement agreement. □ is e/ig;b/e for a re;mbursement agreement ond: □ will execute an agreement with the District. !RI will not execute an agreement w;th the District. Reimbursement agree~ s;gned by: __ -~ ..r-~Lt;L_ Vallecitos Water Distr;ct Date BENCH MARK "AS BUILT" DESCRIPTION: IJ:S.C. & G.X. BRASS DISC STAMPED &8111 'KJ02., 1935 • IN CONC. MON. LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 1JJ" NORTHERLY OF ELECTRIC RC£ 6. .:i. B '1 l EXP. C, -..3C,-/4-TRANSMIS!j/ON LINE POLE MARKED "TL23011 AND "n.13825" AND APPROXIMATELY 1.2 MILES NORTHERLY R£V/u~ OF THE INTERSECTION OF RANCHO SANTA FE ROAO AND LA COSTA AVENUE. ELE:VATION: 53J.J9 NGVD 29 MSL INSPECTOR . . - IN GmlER 7{} PROV/BE .~BEQ!/.~~ n.ew ro Tl/£ PROJEeT, ,'/(} (}CCrJPANG/UW/U,,-Be ,•ppll()~g UNTIL-... ~ eetvlPl::.EFl6N &P A RE~UfRE8 IY,4 T£R Ml'.~ AOGEP'FANCE GF Fl-1.'S PR0i-EG'F t!r-R£Qtii'-R£8 ,0 Rlfm-..:r<J,,A, REQUIREMENTS: NUMBER OF F.H. :S_6_ F.fl.0W11if}f)C.P.II. Ol/T OF_l_ F.H. '.S ... "80,',/Pl:.EF/0H Aft'!) ACCEPT.Wee 0F b4 COSTA MJ<S NORT'rrNEIGl•'fJ0f//o'OO/J J.3 5fJURI (111'9 we/ 06r20r5) 7HE-... !~, f!!c _RIIS PR&v;_er ~'11:t BC flffCJU~~!f~r8 OOMPl:£Hi r/1," • •"'9!;\f:bffifj,. Or "f/lE L/JOr. "fl,f L/J6P S,blLL eew.;157' 9r 7'HE-PR0P05£().-w,t,TER-MIJNS--L-OCMEEJ--GGR'FF+w-fR/N,lt 1';}'8 S'f/6 i;,<!L'C''i'f; '''6tl:JEJ"'8 R;'T ('f)</f/0'' Si'01'\" A9 r'AffF~·{,<}5Tlr-fJAff9-.. . JcJ.~ T , 11 /f♦fj, 1 , ½i i,17 ,. • BLDG. SPRINKLED? YfS _L NO F.Fl.OW 1500 C.P.M. f!Nif:iJ'H (,1'18 WO/ 0£JP2 :;. ;; "'' -... :f-.r9 FIIE Of/5TIN9-WltTER'-/rWNS 1H S/119 -OORArON-AH/J-, ifM Tu.Wei~,.. D d3! 2.s. I z.c,f) ~i~J&R,~/,IA (';WB we1 265 ~ry'er.J482):- DATE ______ ,_ _ __,,,.._ --.... -.-.. ~-IIARSll'J. I SHfET I CITY OF CARLSBAD I SH~/S I £NGINE£RJNG DEPARTM£NT IMPROVEMENT PLANS FOR, LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 NORTH 8[20/1.3 APPROVED rt.YID A. ~SER £:XP. 06/!tf t ~TE DATE 7//3 13\ ""'-Bu,, . .,.. PA8 .,.,..J --5/10 '.tRt:VlsJ;D\,/y'~ 1-lATfO~/ S 5HT"< ~ ,.._o f'.l1-Jo u::: ,r,,ft,11,. r..1.-j 7 DEPUTY C/T'f ENGINEER RCE 33QBI OA9 /{}JD'f 0.AB ADO vwo NOTE. ~REPLACE S1/EET 'I /4-/• ,di JCr-. ,, h I ?•L OWN BY.· I PROJECT NO. I DRAWING NO. 1/4,/1J DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY.· -£e 446-5C CT05-15 REVISION DESCRIPTION E:NGINffR OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ' DATE -· R,\0571 \~Eng\SPL!T IMP\NDRTH\05 /l IAOl.ciwgrlJon-02-2008•11•52 w.o. No. 2352-125 . V.W.D. 0812075 BIN : ... 061010 010610 101409 SEWER LATERAL & WATER LATERAL TABLE ~ ......... /",,_....._,.=~~~ ,-·---~-....... ~✓-~ ....... ~~--.....--..~~.__....__,,~,~./ ( 5£W£R LOT It @ S7A, @ NO. MAIN MAIN 36 70+57.86 546.3! 37 7!+30.27 542.98 38 73+80.90 530.40 ~ 39 74+J1.14 s: s." 40 /5+?1,66 524.98 41 75+86.86 522.83 42 76+4.5.35 520.98 43 77+C3.23 5 J 9. 40 44 77i83.03 573.27 15 79+96. 09 !Ji 1.76 46 80147.82 5 JD. 06 47 BJ+00.57 507.9D 48 87,:JS-.fS 506."f/ 49 87",,. , .. 503.89 5D 81+70.57 507. 72 57 80+39. 79 670,.58 5? 90+18.22 573.25 53 90+98.07 509.6D 54 91+64.[)6 505. 63 55 97+36.22 507.30 56 90+70.09 511.28 57 90+06. 7 .1 575.72 58 78,,5'.36 515. '18 59 77--1-87.24 577.08 60 //+18.23 578.59 67 76 I) 9. 3, s:I. I J 62 75+9!.86 522.67 63 75+ 16.66 525. 15 64 36+ 70.86 537 . .10 65 36+ ?0.86 6-5/. ?O 66 36+05.86 536.77 67 35+58.79 .535.70 68 ,s,oa,ii 534.,J 69 34+36.6? .533. I 0 70 33,r.-. 7~ 532.J I /1 73+76.90 53D. 60 72 73-123.70 533. 78 /3 /2+55.90 536.47 74 72< 11.00 538_,, 75 72+00.00 539.38 76 71+80.06 540.96 77 _/l+hS-,11 541 .. l). 78 71100.42 544.44 79 70+1/.15 547.55 CL HUNSAKER & ASSOCIATES SAN OIECO, I NC PLA\JNING 97D7 Waples Street ENGINEERING' .5an Dirgo, Ca 92121 S£W£R LA T£RAL DROP L[NGTH LAJFRAi STREET STA. TO OF cu:v. @ PL MAIN LATERAL @ PL 7.2 37 !7+55.96 548.88 7.2 30 18+30.38 545.42 7.2 30 20+76.21 532.94 7.2 30 27+;1~.-t, 530_ a, 7.2 30 22+76.93 527.28 7.2 30 ??+R2. 13 525. 73 7.2 30 23+38,63 523.26 0.0 28 23+98.47 52l.28 7.2 37 J9+96. 13 515.63 ,.2 32 J 9+22.75 5.'4.05 ,1,2 33 18+6/.45 51?.6!) I.? 34 l8i 14.83 571 . .12 o.o ,o 7 h BJ..t 8 -"I D.19 1.2 31 i7+22.BJ 5G8.75 7.2 27 7B-r04.54 510. 91 7.2 29 78+84, 12 512. 95 0.5 28 26+75.79 514.06 0.5 34 42+63.31 510.56 1.2 47 42+00.46 60/ . .39 l.2 45 40+75.72 509.41 0.5 28 40+04.88 012.14 D.3 28 26+03.67 515.78 7.2 29 2s-+.10. "a 5 8. I ;l. 7.2 30 24+82.47 57R. 67 7.2 30 24--113.85 520.78 7.2 30 23+ JJ.41 52J.4-3 1.2 3(] 22+87 . .13 524.96 1.2 30 22+17.93 527.44 D.D 4 I 41 +86.42 539.35 D.O 38 41 +30.32 539.72 l.2 48 40+93.89 538.90 7.2 38 40+49,33 537.BY 7,2 28 ll'•o•. S't 536.61 7.2 26 t4+36.78 535,45 .1.2 27 13:qi.18 534 .. to 1.2 30 20+72.21 533. 73 .,.2 30 20+19.01 535.6? ,1.2 32 411 70.33 538,8.' !. ). +7 4HOl,l1 s,, .J 8 1.2 18 40+93.75 541.68 0.0 39 40+63.79 542.69 ,.2 Jq AO I S't. 00 543.SB t.2 30 18+00,!:;9 546.82 7.2 .?8 17+15.13 550. TB LENGTI-/ OF lATERAL 1.D' MIN z% MIN ,.o' MIN"". _so'.... DROP TO MAIN TYPICAL lATERAL ELEVATION NTS NOTES: WATER I A TERAL CUPB O[PTH STR££T CURB £L£V, FIFV. titLDW STA. @ DVER OV£R PL METER LA T£RAL LA TDiAL 554, 12 5.5 l 7 t 47.32 554.51 550,66 5.5 78+20.58 551.14 538. 18 5.5 20-t 62.45 538.85 5,-,_ 07 5.5 27-1 IJ,45 536 51 532.52 5.5 22+G6.93 552.85 530.37 5.5 22+64.18 53D.98 !J28.50 5.5 ?3+25.8B 528.92 526.52 5.5 23+87.27 526.89 520.87 5.5 20+06,41 521.14 5 t 9.29 5.5 19+32.A? 5.19.55 5!7.R4 5.5 18+78.96 5.18, 71 5,'6.36 5.5 18+27.42 516.72 - 515 S"l. 5.5 I 7-, 'll.'lf 575.77 5 I 3. 99 5.5 1 /+48.28 5.'4.65 .'516.15 5.5 /8-1-19.64 5.16.49 5 7 8. J 9 5.5 iB-i--96.23 5 f 8.55 519.36 5.5 26--105. 79 5 f 9.86 575,86 5.5 12+/6,57 516.56 512.69 5.5 42+09.30 5.13.02 574.71 5,5 40+62.37 515. 14 . 517.74 5.5 ' 26+57. 66 518.25 520.88 5.3 25+93.67 521.43 523. '' 5.5 ?s, ;i.o. 60 523 . .,., 52391 5.5 24+72.47 524.15 526".02 5.5 24+03.46 526.36 528 67 55 23+)J '' 5~'"1,0D 53D.20 5.5 22+/2. 13 530.BR 532.68 5.5 22101.93 533.00 544.65 5.5 41 +65.30 545. ()6 515.02 5.5 41+39.46 545. 13 544.20 5.5 41+15"_."J,.").. 544_ ,rr 543. I 9 5.5 40+60. 14 543.47 54).,17 5.5 tOeO!i'.01,-542 3 7 540.75 5.5 t4+4.5.72 540.94 539. o/0 5.5 lf >l>f.l.O .ct0./1. 538.J/ 5.5 20+46.?1 539.58 540.86 5.5 20+09.07 54 7.33 544.05 5.5 41+63.59 544.57 5,1, .•• 5.5 4/+Jf,t'I 5.,._,7 546.92 5.5 40+73.GB 547,56 547.93 .'J.5 4D+.51. 78 548.3! 5-S.1:l-5.5 4a +~~.01 .C.f,.-1-0 55?.GB 5.5 ,' 71' 90.59 552.55 555.42 5.5 17+0.'J.!J1 555.6! /6-t-75.00 555.77 24·1 60.00 524.50 PL TC DEPTH BELOW PL CONTRACTOR SHALL CONSTRUCT lATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. REMARKS - CONNECT SEWER LAT. TO MAN/101£ (ONI( LA1. TO ~._&_ CONNFCT S£W£R LAT. TO MANHOL£ CONNECT SEW£R LAT. TO MANHOL£ . . -- CONNECT S[W£R LAT. TO MANHOU ru TUR[' ifi'RIGA TION MFffR FU TUR£ /RR/GA TlON Ml TE'? ENGINEER OF WORK 3 8,.;;;;,;hJ t3 tL i 11}1.,{tJ? CA~I 'Difvw A. 8[ALOCK DATE ) ) I I 122 THE OAKS NORTH NTS ------~---- LEGEND SUBDIVISION BOUNDARY --- --- RIGHT OF WAY SHEET NO. @ FIRE HYDRANT [XX] PRIVATE STREET LIGHT (j-o STORM DRAIN Q] WATER LINE SEWER LINE STOP SIGN W/ STREET NAME SIGN "DEAD END" SIGN ~ + ~ 93 --------/ 92 i21 94 l ., 103 102 1[)1 100 99 95 90 98 97 95 89 112 1'3 ' I 1 75 I 6 56 67 ----------- 68 ---- I ( \ 121 84 85 I 17 ;} 86 18 ~ 87 \. 88 - 0 150 300 450 ----------------------- ------ -__ _. .. - -_ _J ___________________________ ..L---------------:1 VALLECITOS WATER DISTRICT Approved By. Date: ___ -4-/_--LJ-~=uirfL_ ___ _ BENCII MARK "AS BUILT" DESCRIPTION: U.S. C. &-G.X. BRASS DISC STAMPED "KJ02., 1935" IN CONC. MON. KEY MAP SCALE 1'=150' f V.W.D. "AS-BUILT' l----~□A~Vl=D~A.~llLA=LOC=I<~----P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-JD-OB DISCIPLINE R.C.£. ~ CITY OF CARLSBAD I SH~ETS I 1----!---l-----------------t---+---t------t---l L____:__j ENGINEERING DEPARTMENT ---+-----< IMPROVEMENT Pl.ANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 NORTH GlB& Bhofu RCE ~ ~8.'1.L ,{,-3"-t'.¢-DATE EXP. LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN APPROVED DAVID A.JlA'E-~R~~==-~ BERM LINE ON RANCHO SANTA FF ROAO, _ 1JJ' NORTHERLY OF ELECTRIC TRANSMIS~ION LINE POLE MARKED 1 '13 " -,, ,,,, AS-="I' -DEPUTY CITY ENC/NEER RC£ 33081 EXP. ]JiZlli7ii DATE "TL2J011 ~ AND "ll.13825" ANO l--::-=-::-=:::-=-------------7-_!_(..[..,t ,~__,vfc'!±J,-._,~,, "~'"~"'!..;;==g={Lf ,c.L_ 7 -----------+-::-::c::--J-c;-:--+;,:T:+=n ~====-=-='==-==-==_=;~::::==:==:=:=;==:===~~ ~=-':_:;___:-_=--:=_=-~ SURVEYING PH(858)558-4500 · F-X(85B)558·14"14 RCE NO 62891 EXP. 6/30,10. APPROXIMATELY 1.2 MILES NORTHERLY R]EVll,dWED BY: 1--=-5LlluD'--+"""r,A,R,,__-+~ b~.,,, • .,. I ,r-~ .. TA~• E (-t1-1.. ,,,.,,_ r,,/5/Jo f!,vf' OWN BY:-~..,.--PROJECT NO. DRAWING NO. OF THE INTERSECT/ON OF RANCHO ~ I I INITIAL DAT£ INITIAL DATE INITIAL D 8~ _f'2l_ 446 SC SANTA FE ROAD AND LA COSTA AVENUE. l~i£~:::::::~====:...:fl::l~~~/J==-Ea:,1~r£~::..'.~'.L--~~~":'':l~N~D:::£:_:S:C:R~IP~T:~/O::'.N.:_ __ _J..::::_~::::::._~::_J~~=:'.::;'.~::Rc:;~~;:r:,::a::r.~: ::~:::==:...::::==C=T=0=5=-=1=5==-===-==~ (>.. rNG/N•rrR OF '"OR'v VI OTHER APPROVAL CITY APPROVAL "'' ._ __________________ _._ ___________________ _._Ei_L_ru_~_TI_O_N_: __ s_JJ_._J_9_N_G_VD_2_9_M_s_i_______ INSPECTOR DATE c, cc, '" n ___ _ R,\05 71 \&Eng \SPLIT IMP\NORTH\051l!A02.dwg[JJnn-D2-2008,□8,59 w.o. No. 2352-125 V.W.D. 0812075 BIN : L__...:..:_=c:.._==:..:....:c.---' 061010 101409 VALLECITOS WATER DISTRICT 1. ALL WATER AND SEWER UNES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MATERIAL UST OF THE VALLEC!TOS WA7rR DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES. 2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. 3. CONTRACTOR SHALL NOT/Fr THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCT/ON. VALLECITOS WATER DISTRICT .................................•......•...•.•• 1-760-744-0460 COX COMMUN/CATIONS .................•.•..........•.•.•.•.••.•.•.•........... 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 VER/Fr THE LOCATION OF ALL SUBSTRUCTURES, WHITHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH DF ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRECONSTRUCT/ON CONFERENCE MEffiNG WITH VALLEC/TOS WATER DISTRICT PERSONNEL SHALL BE HELD A MINIMUM OF n-lREE (3) WORKING DAl'S PRIOR TO CONSTRUCT/ON. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCT/ON MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALL£CITOS WA7rR DISTRICT ENGINEERING DEPARTMENT. 8. ANY PROPOSED CHANGES IN TH£ APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY n-lE DISTRICT PRIOR TO n-lE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL 8£ SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF n-lE 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 n-lE ENGINEER AT THE COMPLffiON OF THE CONTRACT. THE NG/NEER SHALL PROVIDE TWO (2) BLUEUNE SETS OF "AS-BUILT$" TO n-lE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYST[M. 10. ALL CONTRACTORS WORKING IN TH£ PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE: [NCROACHM[NT PERMIT OR EXCAVATION PERMIT FROM THE ROPRIAT[ AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-[/GHT (48) HOURS ADVANCE NOTICE IS REQUIRED FOR NSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAl'S, SUN DA I'S, OR L[GAL HOLIDA I'S WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT ENGINEER. r 1. CONTRACTOR SHALL POTHOLE (EXCAVA7r AND EXPOSE) ALL UTILITIES ALONG CONSTRUCT/ON EXCAVATION CORRIDOR AS SHOWN ON PLANS OR IDENTIFIED BY USA MARK-OUT. TH£ POTHO~£ INFORMATION (UTILITY SIZE, TYPc, LOCATION, ELEV4TION, GRADE AND ALIGNMENT) SHALL BE SUBMITTED TO VALLEC/TOS WATER DISTRICT PRIOR TO CONSTRUCTION. INN ADDITION, POTENTIAL CONFLICTS WITH EXISTING UTILITIES, AS IDENTIFIED BY CONTRACTOR, SHALL 8£ SUBMITTED PR/ORTO CONSTRUCTION. CONSEQUENCES OF CONTRACTOR FAILURE TO POn-lOLE AND PROVIDE: INFORMATION TO Cl STRICT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY AND LIABILITY. r 2. A BLASTING PLAN SHALL BE SUBMITTED FOR DISTRICT APPROVAL PRIOR TO n-lE USE OF EXPLOSIVES NEAR DISTRICT FACILITIES. 13. NEW STREETS SHALL 8£ CONSTRUCTED TO SUB GRADE PRIOR TO INSTALLATION OF THE PUBLIC WATER OR SEWER SYS7rM. 14. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, CLASS 350, 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 SDR35 PVC PIPE, OR AS NOTED. 15. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALV[S. 16. UPON CONNECTION OF THE NEW WATER SYS7rM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING AND N[W SYS7rM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOT/Fr DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN. 17. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WA7rR SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 18. THE MINIMUM SIZE FOR WATER SERVICES SHALL BE ONE-INCH (1 ';. ALL WATER SERVICES SHALL BE MARKED WITH A "W" ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 19. PRESSURE REGULATING VALV[S SHALL BE INSTALLED BEFORE THE WATER METER FOR ALL INSTALLATIONS WITH CREATOR THAN 150 PSI. 1• HIGH PRESSURE WATER SERVICES WILL REQUIRE A /68 METER BOX. 20. ALL MA TE RIALS SHALL BE UTILIZ[D ONLY WITHIN TH[ PRESSURE RA TING 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 n-lE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 22. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL A/JANDONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, AND TH£ CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE R[PLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER. 23. DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR RE:MOVAL OF ACP PIPE WHICH SHALL BE PERFORMED BY A CONTRACTOR REGISTERE:D BY CAL/OSHA AND CERTIFIED BY n-lE STATE CONTRACTORS LICENSING BOARD FOR ASB[STOS REMOVAL. 24. WA7rR SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL WITH A COPPER SERVICE PER DISTRICT SPECIF/CA T/ONS AS DIREC7rD BY THE DISTRICT. 25. RE:LOCATION OR EX7rNS/ON OF ANY EXISTING WA7rR METER SHALL MEAN INSTALLATION DF TH[ METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY TH[ DISTRICT AND PE:RPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED. S[RVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLACED. 26. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE AIR PRESSURE T[STED, FLUSHED CLEAN USING THE "WAYNE' BALL METHOD, AND SHALL PASS A 5/f MANDRE:L THROUGH THE PIPE. 2 7. THE DISTRICT WILL NOT SUPPLY WATER OR S[WER S[RVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF n-lE DISTRICT STANDARDS AND IMPROVEMENT PLANS HA VE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS 8E£N GRANT£D BY THE DISTRICT BOARD OF DIRECTORS. MM&RP NOTES {DUST MITIGATION & RAPTOR NESTING) ' P£R 4.1D-6: T£MPORARY D£S/LTING BASINS CAN ONLY 8£ R£MOV£D WH£N P£RMAN£NT £ROS/ON CONTROL U\NDSCAP/NG HAS B££N £STABLISH£D TO TH£ POINT THAT DOWNSTREAM £ROS/ON AND S£DIM£NT TRANSPORT M£ITS R£GULATORY STANDARDS. P£R 4.4-248: IF OCCUP/£D RAPTOR N£STS AR£ PR£S£NT DURING GRADING AND CONSTRUCT/ON WHICH GREAT£$ ADV£RS£ £FF£CTS TO ACTIV£ RAPTOR N£STS, INCLUDING NO/S£ L[V[LS WHICH WOULD 8£ ABOV£ 60dB(A) AT N£ST/NG SIT£, OP£RA TIONS SHALL 8£ R£STRICT£D TO 200 F£IT FROM ANY ACT/V£ N£ST. P£R 4.9-4A: IN DISTURB£D AREAS AND ON MANUFACTUR£D SLOP£S, APPROV£D GROUND COV£R SHALL 8£ R£PLAC£D WITHIN JO DAYS FOLLOWING TH£ COMPLETION OF GRADING ACTIVITl£S. B: AREAS GRAD£D FLA TT£R THAN 6: 1 SHALL 8£ PLANT£D WITH A COVER CROP OR COV£R£D WITH JUT£ M£SH IN CONFORMANC£ WITH $£CT/ON £.3-1.2-2.1 OF TH£ CITY LANDSCAPE: MANUAL. C: £XPOS£D STOCKPIL£S (/.£. GRAV£L, SAND, AND DIRT) WITH 5% OR GREAT£R SILT CONT£NT SHALL 8£ £NCLOS£D, COV£R£D, WAT£R£D TWICE DAILY, OR APPLl£D WITH NON TOXIC SOIL B/ND£R$ ACCORDING TO MANUFACTUR£S' SPECIFICATIONS. D: AREAS 8£/NG ACTIV£LY GRAD£D SHALL 8£ WAT£RED TO REDUCE: POT£NTIAL FOR BLOWING DUST. £: ALL £XCAVATING AND GRADING OP£RATIONS SHALL BE MM&RP NOTES {CONT.) {DUST MITIGATION & RAPTOR NESTING) F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL$ OFFS/Tr'. OV£R PAVED ROADS ARE TO B£ COVER£D OR SHALL MAINTAIN AT LEAST TWO F£IT OF FR££BOARD (!.£., MINIMUM V£RTICAL DISTANC£ B£TW££N TOP OF TH£ LOAD AND THE TOP OF THE TRAILER) IN ACCORDANCE: WITH TH£ R£QUIR£M£NTS OF CALIFORNIA V£H/CL£ COD£ $£CT/ON 23114. G: DUST £MISSIONS FROM ROCK CRUSHING OP£RATION SHALL 8£ CONTROLLED BY TH£ US£ OF W£T-SUPPR£SS/ON T£CHNIQU£S INCLUDING BUT NOT L/MIT£D TO: MISTING SYST£MS ALONG THE CONV£YOR F££D$ FOR TH£ CRUSHER, Wffi/NG OF STOCKPILES AND C£$$ATION OF CRUSH£R ACTIVITIES WH£N WIND $P££DS ARE IN EXC£S$ OF 25 MIL£$ P£R HOUR. WIND SP££D AND CRUSHER OPERATION R£CORDS SHALL B£ KEPT IN ACCORDANC£ WITH MITIGATION MEASURE 4.9-4(£), ABOV£. H: PAV£D STR££T$ OFFS/T£ SHALL BE SW£PT AT TH£ END OF EACH WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJAC£NT PUBLIC PAV£D ROADS (RECOMM£ND£D WAT£R SWEEPERS WITH R£CLA/M£D WAT£R) I: ACTIV£L Y US£D UNPAV£D ROADS, PARKING AREAS AND STAGING AREAS SHALL 8£ WATER£D THREE TIM£$ DAILY OR NON-TOXIC SOIL STABILIZ£R$ SHALL B£ APPL/£D TO THESE AREAS ACCORDING TO MANUFACTUR£RS' SP£C/FICATION. J: POST£D TRAFFIC SP££DS ON ALL UNPAV£D ROADS SHALL B£ 15 MPH OR LESS. K: CONSTRUCT/ON ROADS THAT HAV£ A TRAFFIC VOLUM£ OF MOR£ THAN 50 DAILY TRIP$ BY CONSTRUCTION EQUIPM£NT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED WITH GRAV£L OR OTH£R MAT£RIALS TO R£DUCE DUST. L: CONSTRUCTION ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 F£ET ONTO THE PROJECT SITE. MM&RP NOT£$ (GENERAL) PER 4.4-23 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 PA VEM[NT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION ,, AS AMENDED FOR US£ IN CALIFORNIA), THE CAL TRANS STANDARD SPECIF/CATIONS (2002 OR LA TEST VERSION n-lEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF n-1£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENG/N£ER 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 RE:PAINT£D TWO W[EKS AFTER INITIAL PAINTING. 6. ALL SIG NA GE SHALL BE R£FLECTIVE P[R CAL TRANS SPECIF/CATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIV£ SHEETING {HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACC[PTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' P£RIMET[R OF n-lE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANN£R MEETING n-lE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROV[D BY THE PUBLIC WORKS DIRECTOR OR HIS REPRES[NTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAV£MENT LEG[NDS BY GRINDING. DEBRIS SHALL BE PROMPTLY R[MOVED BE THE CONTRACTOR. 10. ALL PAV£MENT LEG[NDS SHALL BE THE LAT[ST VERSION OF TH£ CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL 8[ FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE D/M[NSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEG[NDS SHALL 8£ TH[RMOPLASTIC UNLE:SS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE:VlCES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLAR£S SHALL BE PAINTED Y£LLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN n-lE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE:VlCES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SP£CIFIED. 16. SIGN POSTS SHALL BE SQUAR£ PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACH[D TO A POLE, IT SHALL BE MOUNT[D USING A STANDARD CITY OF CARLSBAD APPROV£D MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS R£MOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AV£NUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS [X/STING TO BE RELOCATED OR TO REMAIN. DECLARATION OF ENGINEER OF I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON TH[SE PLANS COMPLl[S WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTIC£S. AS n-lE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT TH[ SIGNATURE OF THESE PLANS BY THE VALLE:CITOS WA 7rR DISTRICT IS A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETE:RMINATION OF THE TECHNICAL AD£QUACY OR ACCURACY OF n-lE DESIGN OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONS/8/LTY FOR THE DESIGN OF THE IMPROVEMENTS. BY:_ DAT<: --DAVID A. BLALOCK, R.C.E. 62891 WORK: POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS ONE LENGTH OF POLYCTHYL[NE TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT FIGURE: 1, INSTALLATION MCTHOD A NOTE s 4.3.1 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVES, AND OTH[R APPURT[NANC[S SHALL BE INSTALLED WITH POLY£THYL[NE [NCAS[M[NT PER ANSI/AWWA C10S/A21.S-93 STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, US[ TUB[-FORM POLYETHYLEN£ WITH BOTH £NOS SEALED AS TIGHTLY AS POSS/BL[ WITH ADHESIVE TAPE OR PLASTIC TIE STRAPS AT TH£ JOINT OVERLAP. PLACE CIRCUMFERENTIAL WRAPS OF TAP£ OR PLASTIC TIE STRAPS AT 2-FOOT INT[RVALS ALONG THE BARREL OF THE PIP[ TO HELP MINIMIZE THE SPACE BETWEEN THE POLYCTHYL[N[ AND THE PIPE. 4.3.2 PIPE. MCTHOD OF INSTALLATION OF POLYTHYLE:NE £NCASEMENT ON DUCTILE-IRON PIPE SHALL 8£ BY METHOD A. 4.J.2.1 METHOD A (REFER TO FIGURE 1): CUT POLYCTHYL[N£ TUBE TO A LENGTH APPROXIMATELY 2 FEIT (0.6 m) LONGER THAN THAT OF THE PIP£ S[CTION. SLIP THE TUBE AROUND TH£ PIPE, CENTERING IT TO PROVIDE A 1-FOOT (0.J m) OVERLAP ON EACH ADJACENT PIP£ SECTION, AND BUNCHING IT ACCORDION FASHION LENGTHWISE UNTIL IT CLEARS TH£ PIPE £NOS. LOWER THE PIPE INTO THE TR[NCH AND MAKE UP n-1[ PIP[ JOINT WITH THE PRECEDING SECTION OF PIPE. A SHALLOW BE:LL HOLE MUST 8[ MAD£ AT JOINTS TO FACILITATE INSTALLATION OF THE POLYETHYL[NE TUB£. AFTER ASS£MBUNG THE PIPE JOINT, MAKE THE OV[RLAP OF TH£ POL YETHYLEN[ TUBE. PULL TH[ BUNCHED POL YCTHYL£N£ FROM THE PRECEDING L[NGTH OF PIPE, SLIP IT OV[R TH£ £ND OF NEW LENGTH OF PIPE, AND SECURE IT IN PLAC£. TH[N SLIP TH£ [ND OF TH[ POLYETHYL[N£ FROM THE NEW PIPE SECTION OVER THE £ND OF TH£ FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF TH£ PRECEDING L£NGTH OF PIPE. SECURE TH[ OVERLAP IN PLAC£ TAK£ UP THE SLACK WIOTH 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 TH£ POL YCTHYL£N£ SHALL BE: R£PAJR£D AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION OF PIPE IN TH£ SAME MANNER. 4.J.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURE:$, OR DAMAGE TO POLYCTHYL[N[ WITH AOHES/V[ TAP£ OR WITH A SHORT LENGTH OF POLYCTHYLENE SHEU OR A TUB[ CUT OP[N, WRAPP[O AROUND TH£ PIPE TO COVER THE DAMAGED AREA, AND SECURED IN PLACE. ~11-ofESs10.,, EXP. 6/30/10 V. W.D. "AS-BUILT' ~~. ~,, t!t"J,f/T/ICT VWt> FoR. A9-8Utl--T Pl.ANS /j i "' -DATE -z (SIGNATURE) :;\ NO. 62B9¾ I:/ ". EXP. 6/30/, ;' DAVID A. BLALOCK P.E. NO.: 62891 ~ ~ !~, .. ~ MY REGISTRATION EXPIRES: 6 JO 10 DISCIPLINE R.C.E. ~ OF CAL If VALLECITOS BENCH 11ARK "AS BUILT" WATER DISTRICT DESCRIPTION: U.S. C. &: G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. ~==~------srR£ET LIGHT 60' ROW J' PE:R FINAL MAP 6" .J' MIN~f.l--J~6_;;'-.--f-"7'.:..i.5:....'f--------'1!...7' _____ +-____ ___;1~7_' ----f-'-7.ilf.s,· '---"-s·,t'-Lf.Ai'MIN. FIRE HYDRANT·.;-----..,,____ ,,,, . ~,,, ~ :¼,;' ?' 4• PCC SIDEWALK 6" TYPE G CURB &: GUTTER 2:r - SITIO CALIENTE (PUBLIC) S A. 10+50.00 TO 24+97.79 T.l.=5.0 4" AC/4" AB (MIN.) ,4S-/$ull-, NOTTO SCALE 6" TYPE G CURB &: GUT:rrR 2,r 11' 8" PVC SEr-E:RfVW) 5' CO\lfR (MIN. 18" 8" DIP WA(TER (V'ND) J' CO\lfR TYP) CORTE FORTUNA (PUBLIC) .l.=5.0 4" AC/4" AB (MIN.) A'S-13Ull-T' NOTTO SCALE -,. ELEVATION SHOWN ON PLANS STREET UGHT 56' ROW .J' 6• PER FINAL MAP 6• J' MIN~_.,µ~lf---"!.5'-,.:'.4"__':. 5'-,' f--___ _1_182.' _____ 4 _____ ..!.1:!_8' ____ ~!'--24.iirS:.../' <.....i!5--,f't---¼ MIN. FIRE HYDRANT 1/1,,i!-2· 'l', ., .,.. 4" PCC SIDEWALK 6" TYP£ G CURB & GUTTER~ 6" TYPE G CURB &: GU T:rrR 2Jt __ 11. 8" PVC SEr-E:RfVW) 5' COVER (MIN. 8" DIP WA(TER (VW) 3' COVER TYP) SITIO CALIENTE (PUBLIC) COLINA CERRO (PUBLIC) A. 25+94.79 TO 27+ 0.00 T.l.=5.0 4" ACl4" AB (MIN.) /9$-BulLr NOTTO SCALE .l.=5.0 4" AC/4" AB (MIN.) .fi S -SU I l-T NOTTO SCALE ---------~--·_,..---- ? ELEVATION SHOWN ON PLANS -------<-STREET LIGHT 60' ROW PE:R FINAL MAP 3 • 5' 7.5' 17' 17' 7.S' 5' MIN. ~y,__:;:__r-....:..c::._-.,... ____ c.c_ _____ f---------'-'-----,f---11r,f-=~1.,_,__,, 3' FIR£ .5' 1a• HYDRANTt--;i_ MIN. ,,,,£,,. 6" TYPE G 6" TYPE G :;::;:;;\ ib)l' 'l',,,,'lf,~-? CURB & GUTTER CURB &: GUTTER \ ··''ft'''' "-::,,,1~--±_''E~:;-i--_J!!..~ J!-~ \·, T-=--i;:~~2.,:r"--:;~'\11 ,l:f-:~ 'i •~•,"• %4..·7 \.. .. i• 4•~ ~ ;J;'f-PCC 12' SIDEWALK "' SIDEWALK (PER PLAN) (PER PLAN) 8" DIP WATER (VW) 8• PVC SEWERfVWD) 3' COV£R (TYP) 5' COV£R (MIN. EXISTING SITIO CORAZON (PUBLIC) SEE DWG 429-7 FOR EXISTING IMPROVEMENTS NOT TO SCALE l'IANNINC. ENClNEBllNC. SUR\IEYINC. CITY OF HUNSAKER & ASSOCIATES IAN DIECO. INC 97al Waples Street 5., Dle&o. C. 92121 PH(esl)55B~SOO· fX(BSl).iSB-1<114 CARLSBAD I SH~ET I [NGINE£RING DEPARTMENT IMPROVEMENT PLANS FOR: LACOSTA OAKS NORTH BUILDER IMPROVEMENTS I SH~TS I NEIGHBORHOOD 3.3 NORTH SUSP£ND£D WH£N WIND SP££DS £XC££D 25 MPH AS MEASUR£D AT TH£ OCEANSIDE: STATION OF TH£ NATIONAL WEATH£R S£RVIC£. IT SHALL 8£ TH£ R£SPONSIBILITY OF TH£ GRADING CONTRACTOR TO ASC£RTAIN AND R£CORD DAILY WIND SP££DS DURING TH£ GRADING PROC£S$. TH£$£ RECORDS SHALL 8£ AVAILABLE FOR INSP£CT/ON BY TH£ PUBLIC WORKS INSP£CTOR. ENGINEER OF Vv'ORK Approved By: ~ LOCATION: 9i8lll Bl:i.o/13 POINT LIES 8.5' EASTERLY OF EASTERN APPr!JJ.D -{1-zl_ rJ}l!__SER BERM LINE ON RANCHO SANTA FE: ROAD, DATE =: . !2CEf 4/204, a9. -,/,_tl,t 11 /~ 13J' NORTHERLY OF E:LECTRIC RC£ t'o,;J.9?t'_ ~-.$/J-/?-TRANSMISSION LINE POLE: MARKED EXP. f);;1Bll-i. "Tl.23D11 • AND 'TL13825" AND 7/;-z, 1>1113 I I\ .P!S-= ... y-DEPfJTY CITY [NG/NE[R RCE 33081 £XP. 06 /30 /JO DATE 10/0,fa,_ APPROXIMATELY 1.2 MILES NORTHERLY REV/EWE~ 10/og RLM , REPLACES SHEET ORIG/NALLY SIGNED 9 08 o, /r,.,o,.JI lir•Vw.D DWN BY: PRC_1£CT NO. DRAWING NO. &-11-01 OF n-lE INTERSECTION OF RANCHO 1/zi. 1'1 DV/D ;;LALOCK Date: SANTA FE ROAD AND LA COSTA AV£NUE. -,tk~ 1-'14..,-DATE INIT/,4L DAT£ INITIAL DAT£ /N/Tl'\L CHKD BY: ,/J CT0S-15 446-SC DATE REVISION DESCRIPTION R\IWD BY: V RC£ NO 62891 EXP. 6/30/10 ELEVATION: 533.39 NGVD 29 MSL DATE £~GIN££R OF WORK OTHER APPROVAL CITY APPROVAL R,\0571 \&Eng \SPLIT I MP\NUR TH\05711~03.ciwg[l □c t-06-2009<11<42 w.o. No. 2352-125 V. W.D. 0812075 BIN : ~--------~ \ i --1 __ ------- --------:: -r::·. :·:::r· ------•- ··1 ------ ..••• •••·••··•••·••··········· ii. ··· ··· • .. · .. • r ··· .......... •• • •• • :r•· .. . ... ••· •··• • I••• i..-'+. ~J=+--+=+c___+----+--4-=1=4='4= I I , 2 3 4 □ 1 2 J 4 5 6 7 8 9 10 I J , 2 3 4 I 2 3 4 ...... r ---,-- ,----f----j------j------j----j--:--f. .--t1~.---j. ----j----jcc=r· ±=±=±CCCC--J---j-i--"/'=/'=-i'=-JC=1 B£4RING/D£LTA 2J"J1'12· N 31'00'00" W 90·00·00· N 59•00•00• E OCARJNG/D[LTA 23°23'40" N 31"00'00" W 23"33'26" 1JT06'52" 2J"3J'26" N 59"00'00" E N 59·00•00• E 90·00·00· N 31"00'00" W 23"37'56" B£4R/NG/D£L TA 2:S-35'38" N 31"00'00" W N 13"42'51 • E N 59·00 ·oo • E --j ----1 CENTERUNE DATA RADIUS LENGTH REMARKS JOO.DO' 123.15' 86.83' 50.00· 78.54' 62.75' CURB DATA RADIUS LENGTH REMARKS 283.oo· 115.55' 6" TYPE G C&G 58.87' 6" TYPE G C&G 6J.oo· 25.90' 6" TYPE G C&G 57.00" 136.41' 6" TYPE G C&G 63.00' 25.90' 6" TYPE G C&G 34.79• 6" TYPE G C&G 62.75' 6" TYPE G C&G 33.00' 51.84' 6" TYPE G C&G 86.83' 6" TYPE G C&G 317.00' 130.75' 6" TYPE G C&G VWD WATER DATA RADIUS LENGTH REMARKS JI 1.00·-128.07' 8 • DIP CL-350• 102.4-I. 8 • DIP CL-350• 32.96' 8 • DIP CL-350• 78.56' 8 • 0/P CL-350• • WITH POLYETHYLENE WRAP PER DETAIL ON SHEET J -USE 9' PIPE LENGTHS (BELL ,t-SPIGOT) WITH 3• DEFI.EcnoN VWD SEWER DATA B£4RING/DELTA RADIUS LENGTH REMARKS N 24·oa·10· w 11.11· a• PVC SDR-35•• N J1'00'00" W 108.36' 8" PVC SDR-35., N 13"42'51" E 40.07' 8" PVC SDR-35., N 59'00'00" E 84.56' 8" PVC SDR-35., •• GREEN HUNSAKER ENGINEER & ASSOCIATES SAN DIEGO, INC &. f'LANNING 9707 Waples Slreet a.t£~1.t,,.I ENGINEERING San Diego, Ca 92121 DAVID A. 8 LOCK SURVEYING PH(858)558-4500· FX(858)558·1414 RCE NO 62891 EXP. OF WORK 12/uloz 6/JO/lo DATE ------------------------------------------------------- --------- -------- .... . . .. .. " • cc •• ·""I · . ····::·:::::::::::.:: .....• ~ 01=•• =f•···=='~H ---- - . . . .. .. T. TC = CL+0.06' UNLESS OTHERWISE . ·-. ·-·-· ----··· ...... . ... ---- ___ ------------------- -·+--+---I ........ ·---· ---·------------- -·· ·-. ·---· ----------·· ... ---·-· ---------- ------------------- f=;im'c;,,f=t-""J·++=--H==+=t£:-+---±=--+J~ .......... •+ • =·=-----------,------T--' --- --- -:::1 T ----1 ::-:r: _: :::-_:: ::,:-l:=F±+-3='=-=±""f=i=l=r==c-.Jl!-----·· .... : . 6,lJ.'F+~~-'f=+=""""f=+=F=t="f==fc,""' .... r :••· .. 1· ·+-' ---+---,-+-+--+ +c=ccc+=+=+c=F=+==+ < ---~ . - - -. --- f-- 1 -~ --- ::-------------::::: :-:::· J' - ... :.+ AA-'=E-""'-"l·:• ·'.:~ _ . ..,_"'""" -------------------·---·· -········· -·----------------------- I-f:;l ~;,,; ~ '-' ~~~ liJ~III 1;i ~ ~ ~~~fa t ~ <1i 1:i <o "' :,. C -ct: 'I{ i,:::: A vWD NOTE;; NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE /NSTALI..AnON OF THE PUBUC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT ~ ... -~ + "' - P_,t,4 Approved By: _ _LA",_........-<'.~c_::_..A-=.ir:o==------ Dale: __ _,__~_--<.7_-_.._0._.._,P _____ _ SCALES HORIZ. : 1"'=40' ... . . ·I .. . i ... . VERT. : 1 "=81 20+00 78 'l9 40 0 4;:..0 ___ ----'80 120 SCALE 1'= 40' ·--~~-~ \ "' "1~00 .. ' --..,---.....,··-,..,.-·-----~ ............. -~~--------✓-.,..------IN rv,,· . ~L .. ,... ~ {@ Hr 8R8ER FO PS0Vf0E ,\DEeU'.TE R.?E FL8W rf9 F//E PRBd'E&f, N8 36CM91N€/ES WflL 8£ APPRB1l€9 t#r.lf:/.bt.... .. , .=-----------------------~ ~'L.ET/f,N-OF ,~ 19C0b'/RE8 ,MTER M/1:W LOOP . .'F Bi'Smf6T ,40€JEPT/.1,'€£ BF i'i'SS AQOu'E&f IS REJM1QE9 PR1GR T-9-V.W".D. "AS-BUILT' SIT/O CALIENTE BENCH MARK DESCRIPTION: U.S. C. <i' G.X. BRASS DISC STAMPED "1<302., 1935" IN CONC. MON. LOCAnDN: POINT LIES 8.5' EASTERLY OF EASTERN 1~11 N'/;'lfrH<t¾L f/jfH,g_/ff'!llt ff ROAD. f!ftfJr/f!i1~Du!Jn.. /Jlfs·M}ffffED APPROX/MA TEL Y I .2 MILES NORTHERLY OF THE INTf:RSEcnoN OF RANCHO SANTA FE ROAD AND /..A COSTA AVENUE. ELEVAnDN: 53J.J9 NGVD 29 MSL "AS BUILT" B_.1_ ..,_,._.,,.8111.=-----~ p-=:"□'F~'Q" "J.l=l 'Pf}'-,...,T'/u---t=--~,.. ¾l GPC,..J O t'",.. •'POP' C •C-.•¢• •DD'"'' 1QQQ Z 7 CDl,/'r'' "L'iUD IW'J.IJ. OP:1!107FJ.. T'-'L c;-c.,J,h ci::.Jf..,fV At.u n .... ~r,n 1U'C"" or c,, Cl'~!;r, v,,ns ttv,TT,t ,,er..,· 1:7-ltif-'~ :,.:::,-:,~" ,:: 1,-,cr -~~ b'i,"fr-"'-r-""""-, SE\'EL9PE.Y BF Rf:'S P.'KJo'EBT WfLL &E Rff)U!RED rs P:'KJGES5 ,q 691o/SFRUCTrG,T c,1,iV✓SE ANB i@ GOM.PlETE 'o/UE= ~ '"tt'.'ST):LekRGN---0F= Ti/€ LOOP. Rf€ L06'P SJ/Aid~: -GeiNS-tST 'aF Rf€ P.?BPGSEO ~4,~FSR -Mlilf¥& ~c,c,u;g ..(;{;'!Glkf ,rgq,n,rr~ >i/o'B SlT/8 CAULWTE, fNeliJtJN;B, n'!~T PORT/ON Sf/OW/I AS FARr ar ~ COSTA tmK3 N·{Jr~'fi1, "NEf(JffBt'Jfm()B-B J':5 .a ;.; ' ;. ·;·~ II,;;,.// ~a-~a-.;J ;.;•..;; .l.l'.:lQQ,,;;: ;•,.L_~•·••.L..L:,~ T...L':l .,..,,.r::_ L"'C ... •·•l'.'c l'l'.,..r:n ,or~,c. 11,1 CIT",,,, cn_o~_:zou 1,1,,u.., ;.,JOht \ViVOff D1FJ3j. hJE Lua; ..JlhU:-""U\JnttLUr ro ,r.c bliVlilit.TiilC:V MhflV ff OJM!!II' Cl"C""l,••I!!",:,>•· ., ..... \. ••GCF!rE R~XO:'v~:~ we; £95 SDY'/973 V8£7! _.. ~ ~ ~ --• _/ ~_,,,,__.-,,,t-.~-~~~- CoN T}4C. r VWP r-",!).R.-,.,.., s-t>Ull-r /""L,--. -v:S 1-----~====------DATE ------1 (SIGNATURE) ____ _cDccA.,,V-"ID'---"A.'-"B=I.Al=Oc=C'-'K _____ p .E. NO.: _,6,,2eeBe,9.,_l __ 1 MY REGISTRATION EXPIRES: 8 JO 08 DISCIPLINE R.C.E. 1----+-----l------------+----l--+--+---I~ CITY OF CARLSBAD I SH~TS! LJ ENGINEERING D[PARTMENT 8/1-0/tJ DATE f/zr, /IJ DATE ""' 1 ,., f' v, c "' r. RI v ~-wAY'.i±.L4lfR.AL '_.,_'~ ---+""f._:__,-t,:.:7_,• toq..= ~, r.,__,_,f.~; !i=,elt'""i,o:....µ6"'Vf"...,__--1 INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PU\NS FOR: IA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 NORTH APPROVED DAVID A. Hf) ~ER -;ii{_ DEPUTY CITY ENGIN[ER RCF 33081 OWN BY:--=~ CHKDBY,-~~ RVWD BY: 1~ PROJECT NO. CT0S-15 DRAWING NO. 446-SC R,\□571 \&Eng \SPLIT :MP\NDRTH\05711A04.ciwgllJon··02 · 2008,12,04 w. o. No. 2 352-12 5 1-......:V.:.:. Wc.:..:·.=cD:... ..::O.=cB1:.:2:.:0c.:.7.::.5 _ _, BIN : 061010 101409 ;_ -•=====:r-::_:· •-• -TI .· .. +=~+c=~•·==-+--+-=== : :: : ::::::]:.: I J B£ARING/DELTA 1 N 59·00•00• £ 2 7'57'oo· .J N 66'57'oo• £ 4 r12·00· 5 N 59·45•00• E □ B£ARING/DELTA 1 N 59•00•00• £ 2 N 66'57'00• E .J r12'00· 4 N 59'45'oo• E 5 N 59'45'oo• E 6 r12'00· 7 N 66'51'00• E 8 7'57'00" 9 N 59·00 ·oo· E ( 1 B£ARING/DE:LTA 1 N 59'00'00" E 2 N 59'00'00" E .J 7'57'00" 4 N 66'57'00" £ 5 r12'00• 6 N 59'45'00" £ =---+---+---+=+=+--3•=±=±=4=4 CENTERUNE DATA RADIUS LENGTH REMARKS 161.92' 200.00' 21.15' 196.24' 200.00' 25.1.J' 38.96' CURB DATA RADIUS LENGTH REMARKS 98.10' 6• TYPE G C&G 198.24' 6• TYPE G C&G 18.J.OO' 2.J.00' 5• TYPE G C&G .J8.96' 6" TYPE G C&G .J8.96' 5• TYPE G C&G 217.00' 21.27' 6• TYPE G C&G 196.24' 6" TYPE G C&G 18.J.OO' 25 . .19' 6" TYPE G C&G 161.92' 6" TYPE G C&G VWD WATER DATA RADIUS LENGTH REMARKS 157.10' 8" DIP CL-.J50• 4.06' 8" DIP CL-.J50• 200.00"' 27.75' 8 • DIP CL-.J50• 195,48' 11· OIP CL-Joo• 211.00'" 26.52' 8" DIP CL-350• 38.96' 8" DIP CL-350• • WITH POL YETHYIENE WRAP PER DETAIL ON SHEEJ 3 ~ USE 9' PIPE LENGTHS (BELL <l' SPIGOT) WITH J' DEAECTION VWD SEWER DATA 0 B£ARING/D£LTA RADIUS LENGTH REMARKS 1 N 59'00'00" E 146.1D' 8" PVC SDR-.J5•• 2 N 59·00 'oo• E 29.72' 8" PVC SDR-35•• 3 N 66'51'00" E 222.12' 8" PVC SDR-.J5•• 4 N 59'45'00" E 51.54' 8" PVC SDR-.J5•• •• GREEN STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 43'45'42" 22.50' 17.19' 18" RCP 1.150-D 2 N 59•00'00• E 56.12' 18" RCP 1350-0 .J r51•00• 211.00' 29.28' 18" RCP 1.150-0 4 N 66'57'00" E 166.22' 18" RCP 1.150-0 5 N 15'21'19• W 26.48' 18" RCP 1350-0 6 N 55·51•00· £ 25.02' 24" RCP 1350-0 7 r12·00· 189.oo· 2.J.75' 24" RCP 1.150-0 8 N 59·45•00• E 38.96' 24" RCP 1350-0 HUNSAKER & ASSOCIATES ENGINEER SIIN DIEGO, INC. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 _&z.itBALl DAVID A. Bl.AL OCK SURVEYING PH(B58)558·4500· FX{858)558-1414 RC£ NO 62891 EXP. OF WORK 11/2..,/(17 6/30,1(> DATE TC = CL+0.06' UNLESS OTHERWISE SHOWN ··• 750 PRESSURE ZONE ----- --------------------------------------------------------------- -,--,- -I ~·---'--+--r---rc~ ~ +--,-------+--~ ~ ' ct, --. +-·• 11•· 1-,--~ J_ - I __ J __ . , ___ -,---- i ----------~-~- ~-1='-~=I-L L. ------- --- - - ---____ J . . I '. . , . ----------- - - - ----- -. ' . . . . ---=~etc -cc-7~~-t-' ' t ' ' ···±···1 ·a--·f · ............. ·. T ... ·.·•···· ••• ---------~~:~ ~ ~~ ~-~ ;:· ~~: :-~---~~~--:_-: : -::-; __ -~r-_ _;--> ·::--_ :~-_:<;~ . ---------------,------. - --- -----... ' --------+---+ __ : .. : : ·::.:,:::~_-:r:::.:::_:_,-::.i_ - : -:: :.: ·: :: - : ·:_ -. . ; . T ...... ... .. .. . . ....... i •• ••••.••••••.. . ---- ---------- ---- ----- -- --. --- - - --- --- ----· ----- --------------- ----- ---' . ------------------ ------.. - - ------ - -,---. . ·:_· _ _:_ ------------- ------ ---_:___:· ~-_;_:__:· - -.:..:+:-----_ ~ ~· A ~L;_. _; •• T_;_-c +-••--. -;--_!_ •• : •.. ·•· •••• ···•·· .••. .~,t----t--t=~~~~ ,~~~~~~4~~~ttt•••trtt~9¼4iF~~~~~~Ttl~~···~ 5 , ; --1 +-F -frtf 1.· . . ~-..±=±=+--+-+--+=+=F ~ --------~' ,. -'.--~· -. -.. -. ; ----7 - .±-cc±:c±=t----i-t-.--+==ccbcc+--+--=i== •f'='i=+=+=!=4=+==+==1=:+=+=1=+=+c=J=4=+=+=-+~4=-+-==4=·=·=·t=-cf. ··=·+'·➔-···-···--··•••• ••• 0 -••• -·--•-ti· .. -!ROFILE SCALES --------. -:J-- ------ ------------·· -~--~--H01,IZ. : 1 "=40' VERT. : 1 "=8' ,• l• • ,. I SJ ... ~ .,., -... Q ,. "' ~ <o i;i ~ +-+ + C,..J C, C, "'0 "' "' 38 <c !~ i h ,., .;:; . h "' <o ;ii; N Ill -f. h -j. 'i ~d~ ~ :;/ -,. 41 ~ "- (S ~l 'II 12 . ., :: to It) $/ -f. h "' ~,., .:I; -,. u (\j ~ 42 40 0 120 40 80 ---- S/TIO CALIENTE V.W.D. "AS-BUILT' CaA.Jr"1C r vw /l ~d/!. n-'S-1$u1l-r /?1..~/11~ (SIGNATURE) DATE DAVID A. BLALOCK P.E. NO.: 62891 vWD l!/f21Ei MY REGISTRATION EXPIRES: 6-JQ-06 DISCIPLINE R.C.E:. CT:] CITY OF CARLSBAD I SH~TS I NEW STREETS SHALL 8£ CONSTRUCTED TO SUBGRADE PRIOR TO TH[ INSTALLATION OF 5 £NGIN££RING DEPARTMENT THE PUBLIC WAi'rR OR SEWER SYSTEM. IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" LA COSTA OAKS NORTH WATER DISTRICT DESCRIPTION: U.S. C. .t G.X. BRASS DISC STAMPED 9iBlll BUILDER IMPROVEMENTS •x302., 19.15" IN CONG. MON. 8/)f)l(3 NEIGHBORHOOD 3.3 NORTH ~ LOCATION: POINT LIES 8.5' £ASTERLY OF £ASTERN 8£R¥ LINE: ON RANCHO SANTA FE ROAD, APPROVED DAVID A.t USF:11 ,_ . -,L9Jo, Approved By: 133 NORTHERLY OF ELECTRIC RCE ~.i"lL__ EXP. ,ii -3cJ-i_'I-DATE ..,11--' TRANSMIS~ION LIN£ POL£ ~RK£0 7//",, .bAk 1.3 /l~-&t.111..r DEPUTY CITY ENG/Nt.t R RCE 33061 EXP. Qfl l ao 'l'il DA TE "n.23011 AND 71.13825 AND /-2_rl?i' APPROX/MA TELY 1 .2 MILES NO/?TH£RLY R£V/'ZliBY: t'IJ() {)AA. /:, "' .. .rflr>JVJ!"'-'"Y'S rLAJtO Al~ I <'-2.7-1 .. A"'.-.:' ~o 61/P D □te: OF TH[ /Ni'rRS£CTION OF RANCHO 'lllr, /tJ OWN BY, PROJ£CT NO. DRAWING NO. i SANTA FE ROAD AND lA COSTA AVENUE. tN?iPECTO;u 7'• DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY-~ CT0S-15 446-SC REVISION DESCRIPTION ELEVATION: 533.39 NGVD 29 MSL -ENGINEER Or WORK OTHrR APPROVAL CITY APPROVAL R\-WD BY,/'f. · DATE ~ "' R, \0 5 71 \ &Eng \SPLIT I MP\NDRTH\ 05 7'.JA05 .d wg[JJnn-02-2008, 09,□0 W.O. No. 2352-125 V. W.). 0812075 BIN : ~--------~ 101409 -----------· ... -------------.. -' --@[ 1=-1'--=l-'1 ----· -----------. ----------. - - ---------· - -------·-· ------ ---·· -- i=+-'+4~--1---------+' j. •••• 1· -•-~+===!=C~J--+- F=c--F'f-"--'f="f=t±±±~t=t='+=tc±c±:= 0 BEARING/DELTA , N Jt'OO'oo· w 2 24'59'00" J N 6'01 •oo• W .f. tJ'12·00· 5 N T1t'OO"E □ BEARING/DELTA , 90'00'00" 2 N J1 ·oo·oo· w J 24'59'00" .f. N 6'01'00" W 5 13•12'00· 6 N rtt·oo· E 7 16'J4'J5" 8 N 9'23'35" W 9 21J'09'10" 10 N :tJ'45'35" E 11 16'34'35" 12 N T11'00" E 13 13•12'00• 14 N 5•01 ·oo• w 15 24'59'00" 16 N 3t'OO'oo· w ,. 82'03'oo· () BEARING/DELTA I N 31·00'00• w 2 24'59'00" 3 N 6'01·00· w 4 13'12'00" CENTERUNE DATA RADIUS LENGTH 11.2,· 200.00' 87.2 t' 187.94' 600.00' 1J8.2J' '14.25' CURB DATA RADIUS LENGTH J0.00' 47. 12' 2,,.2,· 218.00' 95.06' 187.94' 618.00' 142.38' 26.96' 100.00' 28.93' 50.00' 38.00' 141.37' 50.00' 100.00· 28.93' 26.96' 582.00' t 34.08' 187.94' 182.00' 79.36' 26.31' 30.00' 42.96' VWD WATER DATA RADIUS LENGTH 79.77' 200.00·-87.21' 185.50' 589.00' 135.70' REMARKS REMARKS 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6" TYPE G CJtG 6 • TYPE G CJtG 6" TYPE G CJtG REMARKS 10• DIP CL-350• 10" DIP CL-350• 10" DIP CL-350• 10• DIP CL-350• Rt-I "sTOP" SIGN W/ -- DOUBLE STREET NAME SIGN CL INT 10+00.00= 9+96.94 SIT/0 CAL/EN MH NO 12 2 80 PER VWO OWG W-t 9+89.00= 1+57.10 SIT/0 CALIENTE 8"x8"x8" FL TEE & TB 3EA~8" FLxPO GV'S 1EA~10"x8" REDUCER 12" WHITE LIMJr LINE W/ "STOP" PAVEMENT LEGEND (THERMOPLASTIC) -If~ "' ~ ~ .. ~i ~ 'll . .., "' "' iii"'~ .., --+ ~~ -- &l -"' ..: " -+ C, -63 '' - &:l ~ -... o:i fll "' -+ -+ ---If - ~ &:l ::i c:j "' -+ -- ---.... -. ."--: . ~§ ~ ~ I;; 121 OPEN SPACE TC = CL+0.04' UNLESS OTHERWISE SHOWN --------r -- . ----------------------.. ----- ------------------. ·---------------------------------- -------- "' i ~ ... i.;i !~ la~ I ~~ .- If &l 121 OPEN SPACE 5 N Ttt'oo• E 145.41' 10• DIP CL-350• Wt 4-t 'DEAD END" SIGN ( ) , 2 J • WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 -USE 9' PIPE LENGTHS (BELL ,lo SPIGOT) WITH J' DEFLECTION VWD SEWER DATA BEARING/DELTA RADIUS N 31'00'00" W N 5·01 ·oo· w N rtt'oo· E PLANNING ENCINEERl,~C SURVEYING HUNSAKER & ASSOCIATES 5AN DllLO, INC 9707 Wapl('s Str('C't San Diego, Ca 92121 PH(858)558-4500 FX(B58)558-1414 LENGTH REMARKS 115.52' B" PVC SOR-JS•• 301.67' B" PVC SOR-JS•• 193.67' 8" PVC SOR-35., •• GREEN ENGINEER OF RCE NO 62891 EXP. 6/30/Jo, WORK 12./2.,/07 DATE \IWD NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALlAnON OF THE PUBLIC WATE'R OR SEWER SYSTE'M, VALLECITOS WATER DISTRICT Approved By ~~ Do\e: _ __,_f_-_,_J_-_~~f _____ ~- COLINA CERRO BENCH MARK DESCRIPTION: U.S. C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. LOCAOON: POINT LIES 8.5' EASTERLY OF EASTERN 1'§~1/ N'fik~~~L f'~Hfl_Ef:rlrm FE ROAD, U/tf]rlfii1°1!-Jrf1~ 1~~.Mfj;ffED APPROX/MA TE'LY I .2 MILES NO/?THERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD ANO LA COSTA AVENUE. ELEVATION: 533.39 NGVO 29 MSL "AS 9JBm INTPiciai? ······+ 750 PRESSURE ZONE l •· - : ' : -:: : : : : : : i --------------------------- ------ ---------r --------------·-· - ------------------------------------------ ---------------------- ---------------------------------- -F•-li',liilt~;>l"!-"f . ___ __ -------- ---· --· ---·· -------··· ---- ------ ------------------------------------------------------- ----------- ---------------------------------------- ------------- ------l------ --..... -. ---------- --1- ;-; --=1---, --fT ' ' -F±+~=='+'+==r=r=t=tccct=cic=i=cc==-~---- -J I --'---'-'-'---'====-1-. I .. -.... ------------------------- ----------------1-------------------------------------------------r -I ' 70 89 BUILT" 8/;a/23 DATE f/4,/tJ OATE 68 B'l If I +-----+---f----+c.=-+---+--======+-'-+=--=f=--f--+-+"+"'-l-c-r r---1 --~------- BB 64 If MH NO 23 _, ,,,+49.97 cos CL 12 DWY 16+30.00 ENO CAP ,lo TB PER \!WO W-16 16+28.50 0 MAIN 2 AV PER VWO W-3 PROFILE SCALES 40 0 40 80 120 SCALE J'e 40' V.W.D. "AS-BU/Lr' CaNT"'1C. r VVVD -$1./'/,t, T' P<-A 'S -----~====------DATE ______ , (SIGNATURE) ____ ..::D::..:AV.:cl=.D--'-A.-=--cBc=LAL=Oc.=C::..:K ____ P.E. NO.: 62BPI MY REGISTRATICi, EXPIRES:_6-JO-O8 DISCIPLINE R.C.E. ~ CITY OF CARLSBAD I SH~TSJ 1----+--+-----------------+---t----t-----t-----i ~ ENGINEERING DEPARTMENT 1---1-----l-----------~-----+---+--t-----t-------J DATE INITIAL ENGINEER OF WORK !-t7·1• DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FDR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 NORTH APPROVED DAVID A. H DEPUTY CITY ENGINEER RCE EXP. PROJECT NO. DRAWING NO. CT0S-15 446-5C OWN 8Y:-~..-- CHKD 8Y.·_ P7 RVWD BY: ~ =====-=========:....::::::==:::::::::J R,\0571 \8.Eng\SPL IT IMP\NDRTH\0571 lA06.dwg[JJnn-02-2008 09,Ql w.o. No. 2352-125 V.W.D. 0812075 BIN : '----'-'--------~ 061010 :::-::: : : ::_, :· . - -.. --------- TC = CL+0.06' STA 24+50.00 TO 24+97.79 .. --·. ---- •. 1 ... S=+cc+++~~=+"'++~E~Bc¾+~+'""'='Fc TC = CL+0.04' STA 25+94. 79 TO 26+63.27 ----:::::i:::-------·· --·· --------- r='i'=+c-"F-4-C'+'----'-'-"+=f"---r---=F+ ·•'cf-c':f'c-+•f'c..+'7-=c-=t=c;=+ +--t• -.-1:. ••. •• :· ---.. i - •:•• :• I ·•·· -------,------- -· ---. -·· ---------------· -···--' . ---.. ----. ---. --···--. --L----1 --=c+'c+=J-=cJ=•+c=+=+'-"-1-=f=+=c=-i==+c-==+-=+=r---+=-+---t--.=--+~~+--+-'--+--+-... ±.=. +cc~.+-, .... -------·. -·· .... ----. -·. -------t=r=c IAJ~FF;,salii ... p-;;.;. ::::::1_ . .. .. :·o•·· . .¥••• J i-r.:: ... ~ .:. 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T .:.. ..• . . ···•• 1 ·· . ····· , ···· F++---.+c'-+---T'=i=~f'crt=t=ttc-:ti=t::r----r:--' FRQ/1 f?fJ'fflfNCE. Df!AWJN(,$_ VERT. : CENTERUNE DATA 0 B£ARING/D£LTA RADIUS L£NGTH ,I N 59·45'00• E J00.56' CURB DATA □ B£ARING/D£LTA RADIUS L£NGTH I N 59·45•00• E 47.79' 2 N 59'09'J4" E 97.01' 3 N 59"45"00" E 68.48' 4 16"J4"J5" 100.00' 28.9J' 5 N 43'10"25" E 50.00' 6 213'09'10" JB.00' 141.J7' 7 N 76"19'J5" E 50.00' 8 16"J4'J5" 100.00' 28.9.J' 9 N 59·45•00• £ 68.48' 10 N 59·45•00• £ 47.79' VWD WATER DATA () B£ARING/D£LTA RADIUS L£NGTH 1 N 59"45'00" £ 86.79' 2 N 59'45'00" £ 220.96' VWD SEWER DATA ( J B£ARING/DELTA RADIUS LENGTH , N 59'45'00" E 97.79' 2 N 59·45•00• £ 169.71' J N 80'44'25" £ J2.02' STORM DRAIN DATA 0 B£ARING/ D£LTA RADIUS L£NGTH ' N 59'45'00" £ 106.29' 2 N 59·45•00• E 197.05' 3 19"28"50" 90.00' J0.60' HUNSAKER & ASSOCIATES S.AN DIEGO, INC PLANNING 9707 Waplt!s Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(85B)558A500 FX(BSB)SSB-1414 R£MARKS R£MARKS 6" TYPE G CllG 6" TYPE G CllG 6" TYPE G CllG 6" TYPE G C&<G 6" TYPE G CllG 6" TYPE G CllG 6" TYPE. G CllG 6" TYPE. G CllG 6" TYPE. G CllG 6" TYPE. G CllG R£MARKS 8" DIP CL-350* 10" DIP CL-J50* REMARKS 8" PVC SDR-35** 8" PVC SDR-J5'* s• PVC SDR-J5•• REMARKS 24" RCP 1350-0 24" RCP 1350-0 24" RCP IJ50-D ENGINEER ~aa.e.W. DAVID A. BLALOCK RCE NO 62891 EXP. OF WORK 12-l:ubz 6/30/20 DATE VWQ NQ7c: NE.W STRE.ETS SHALL BE: CONSTRUCTED TO SU BG RADE PRIOR TO THE INSTALIA TION OF THE PUB/JC WATER OR SEWER SYSTEM. VALLEC!TOS WATER DISTRICT Approved By:~~'--+~£;·,....,.=...,..1..._ ___ _ 511 59 If. lij gi gi "' c:, i (j (j --"> o, Cl "' " "' . ~ i,; o:i ~"' + ~ "' + -C, ta...J ... C, ...... '-' ... s "' ~ gi 8 gi ,ii (j u .,.c:i -" • C, "' -"' ~ 'D + R ... ~ + + 1-~ ~ ~ 53 fl SIT/O CALIENTE BENCH MARK "AS BUILT" DESCRIPTION: U.S. C. & G.X. BRASS DISC STAMPED "KJ02., 1935" IN CONG. MON. LOCATION: POINT LIES 8.5' E.ASTERLY OF £ASTERN BE:RM UN£ ON RANCHO SANTA FE: ROAO, 133' NORTHERLY OF £1..E.CTRIC £}J_VA3M __ 'i __ 71!tJJJ'/fi'<;,'/.,o u'iff. ,'Jff,i1ll§E0 APPROXIMATELY 1.2 MILES NORTHE.RLY OF THE INTERSECT/ON OF RANCHO SANTA FE ROAD AND IA COSTA AVENUE.. ELEYATION: 53J.J9 NGVD 29 MSL !N§PECTOR 55 gi (j ~ ,ri "' + C, ... [7l [il ~ o:i "' it "' 8/,o/a DATE i/u!1J DATE 28+00 " -Q ~i "' 1!l ;::i " ti: "' ++ !>: 27+88.J6 87+06.10 so CONNECT TO EXIST TYPE 8-2 INLET, w~g'lfic~; ffif'Jcp ~+:m;;.~=-==-CONNE.CT TO EXIST s• PVC SE.WE.R EXISTING 20' WIDE. DRAINAGE £AS£M£NT PE.R MAP NO. 15318 REC. 4/18/2006 EXISTING 24 • RCP STOR/1 ORAIN PER DWG 429-7 /STING 8" PVC 'EW£R MAIN PER 4 0 OWG 429-7 0 40 80 120 SCALE 1•~ 40' EXISTING 20' vWD t:ASEMENT PER DOC. NO. 2006-0104870 REC. 2/IJ/2006 V. If. D. "AS-BUI LT' (!,:,.IVT./1(!.T vwo ~ .. II!-AS-,3Ull.T' D ------,(s'"1G""N"'A"'ru;;;R°'Ee"t) ____ _ DAVID A. BLALOCK P.E. NO.: 62891 ~=---, MY REGISTRATION l::XPIRES: 6-J0-08 DISCIPLINE R.C.E:. ~ CITY OF CARLSBAD I SH~J l----+-~f--~---------------t----t---t--7---1 l___!_j ENGINEERING DEPARTMENT l----+----+---------------t----1---r-,----, DA TE INITIAL E:NG/NEER OF WORK RE"VISE O~IVEWAY~ +LAtfRAL'S OA TE /NIT/Al OArE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 NORTH OWN BY: • CHKO F/Y, ~ RVWD BY: I' PROJECT NO. CT0S-15 DRAWING NC'. 446-SC R,\D571 \&Eog \SPLIT JMP\N0RT H\D571 JA07.ciwgllJon-D2-2DDB•D ·01 W.O. No. 2352-125 BIN : v. w.o. oa120·; , 101409 ------,--- . ----------J .. ' ------------., --' - +--+--+-----+---+-----•-•••-•••• .,• -.:: :: E - -_, _ c:,10.6/Jc ,=t=7=r=rrc----t---i-••.,,-r-m-g~?~r - -' -----f ---·· 1 0 BEARING/DELTA 1 N 67" 30 ·oo• w 2 3T15'oo• J N 3/J"15"00' W □ BEARING/OCL TA , N 6TJO'oo· W 2 3715•00· J N 30·15•00· w 4 90·00·00· 5 90·00·00· 6 N Ju15'00• w 7 3715'00• 8 N 67"Jo'oo· w \ ; BEARING/DELTA 1 N 87°30'00" W 2 3715'00· 3 N 30"15'00" W - ----- ---------. --- _::.::j : ::: .:::. 1:: :::i .. - -------...... ·----------1-- CENTERUNE DATA RADIUS LENGTH REMARKS 13,_53• 300.00' 195.04' 137.36' CURB DATA RADIUS LENGTH REMARKS 34.56' 6" TYPE G C<l<G 317.00' 208.09' 6" TYPE G C<l<G 87.36' 6" TYPE G C<l<G 3J.OO' 51.84' 6" TYPE G C<l<G JO.DO' 47.12' 6 • TYPE G C<l<G 89.36' 6" TYPE G C<l<G 283.00' 183.99' 6" TYPE G C&G 34.56' 6" TYPE G C<l<G VWD WATER DATA RAorus LENGTH REMARKS 29.56' 8" DIP Cl.-350• 311.00'" 202.19' 8" DIP Cl-350• 125.36' 8" DIP CL-350• • WITH POLYETHYLENE WRAP PER 0£TAIL ON SHEET 3 . ---- ----· ---- ----- ------- ---. ----------,-?Sc l.J"c·-----•-f----C=ci=c+--+~ I . .. ------- ~+.=Hee+++--c-1. --- -----..... --- --- --------------------------- R1-1 "'sTOP' SIGN W/ ----.. DOUBLE: STREET NAME: SIGN 12" WHIT£ UMIT UN£ W/--.. 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I c:, J ~ "~.lt J J "'.:i ~f 21+00 ~toe~ SJiEi'l ?' 8 x8 xB f1 TEE &, TB 3 EA~B" Fl.xPO GV'S 1EA~10"x8" REDUCER -------r--- ' -___ .L__ - - ----1-- --~::,_ - - - --I • PROFILE SCALES 1-<0~IZ. : VERT. : -USE 9' PIP£ LENGTHS {BELL &, SPIGOT) WITH J' DEFLECTION r 1+04.16 VWD SEWER DATA ( J BEARING/DELTA RADIUS LENGTH 1 N 64"38'07" W 18.20' 2 N 47°58'22" W 106.40' 3 N 31·05•0,· w 176.58' STORM DRAIN DATA C> BEARING/DELTA RADIUS LENGTH , 2 N 22"30'00' E N 22"30'00' E: PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SA.N DlfGO, 1:-.IC 9707 Waples Street San Diego, Ca 92121 PH(858)558·4500· FX(858)558·1414 26.25' 4.25' REMARKS 8' PVC SDR-35•• 8" PVC SDR-35•• 8" PVC SDR-35•• •• GREEN REMARKS 18' RCP 1350-D 18" RCP 1350-D CONNECT TO EXIST 8" PVC SEWER Cl INT 16+5r.OO= 31+02.08 smo CORAZON ENGINEER OF U;Ja.. BLk,l DAVID A. BLALOCK RC£ NO 62891 EXP. 6/30,10 16+02.19 BEGIN Cl DATA 17+06.66 TYPE: B-5 CO WORK VWD NOT£; NEW STREETS SHALL BE CONSTRUCTE:D TO SUBGRADE PRIOR TO TH£ INSTALLATION OF THE PUBLIC WATE:R OR SEWER SYSTE:M. VALLECITOS WATER DISTRICT Approved By: ~ , Dote: __ /.,_,_J<--,=--'9,,_,P ______ _ Kl 'l:) ... !') ~ Ii? ~ .. &ro ..... it' ..,. ' <o ::, I o, ; Cl)t-. rj ~ ,;:; fil ii! ?i !>:i c\j ~ + 0, :2? !Y ... ~ ~ 5B + 51 "' R 1-1 ·srop• SIGN W/ DOUBLE: STRE:ET NAM£ SIGN CORTE FORTUNA BENCH MARK "AS BUILT" OCSCRIPTION: U.S.C. <I< G.X. BRASS DISC STAMPED 9-ta B_;JU_ "K302., 1935" IN CONG. MON. LOCATION: POINT LIES 8.5' £AST£RLY OF EASTE:RN 11~11 N'--lflfrH~~Lr-!ffHlf..iM~m FF ROAD. RCE~.;1-611 EXP. ,{,-.30-/~ Tfftff tlfiK;_~D U1.iff. 1 ~~~ •Mff:JJEO APPROXIMATE1.Y 1.2 MILE:S NORTHE:RLY REV/~~ BY:~ OF TH£ INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 1--1-~~/.u,_~<-~"~"',~n..c..~ie__ __ ELEVATION: 53J.39 NGVD 29 MSL 1NlPECTOR 7 BhcltJ DATE g/zr,/tJ DATE "' 2o+ee. ,2= 0 CALIENTE NO 15 12• WHIT£ UMIT UN£ W/ "STOP" PAVEMENT LEGEND (THE:RMOPLASTIC) 40 0 40 BO 120 ---- SCALE 1 • = 40' V.lr.D. "AS-BU/Lr' a,..vr~ r vvvt> P~R. As-a u1t-r =7.,..,.-------1 (SIGNATURE) ____ .=D'-'AV-'-"'ID"-'-A."--'Bc.:LAL=O~C~K ____ P.E. NO.: ~6=2=8~9~1 __ 1 MY REGISTRATl0N EXPIRCS: B-30-0/J DISCIPLINE R.C.E. ~ CITY OF CARLSBAD I SH~ETS I l---+---l------------------t-----t---,-,---1 ~ ENGINEERING DEPARTMENT --+------l DATE INITIAL ENGINEER OF WORK Y '.5-:f LAII-RAL' /\....--"- OA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FDR: IA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 NORTH APPROVED DAVID A. DEPUTY CITY ENGINEER DWN BY: ~ CHKO BY: --J4---<--- RVWD B'I': Q PROJECT NO. DRAWING NO. CT05-15 446-5C Ri\0571 \&Eng\SPLIT JMP\NDRTH\0571JAOB,dwgl JJnn-D2-20 □8, □9 Jl W.O. No. 2352-125 - BIN : V.W.D. 0812075 0610'10 101409 ---------,--- .. --I CENTERUNE 0 BEARING DELTA RADIUS 1 2 3 4- 5 6 N 4'26'25' W 5T41'25' 200.00' N 53'15'00" £ 15'12'oo· JOO.GO' N 38'03'00' £ 15'33'or PLANNING £NGJNHRINC SURVCYJNG 1000.00' HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples St1eet San Diego, Ca 92121 PH(858)558-4500· FX(858)558·1414 --------,---------.... DATA LENGTH REMARKS 1.66' 201.38' 100.54' 79.59' 313.20' 271.43' . - . ------------r- . * --• __ . 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'a, ., If 13 0, ~ ~ ~~ i-i- 18 ~cj ~d s .. ,,,,-.. ,-.,r w I • •. 18 s 11 If 10 If II 8 If ., If ti 0, 0, ~-~ ~ ~ ~ ~ 411 C, 0, ?t; -~ 0, ?t; " g:~ gi .: ;,; .: lei " 0, <o ... i-<o Q i-~c, ;!: "'Q ;!: i-~ ~ i- ~ ~~ IQ .:., ,.: IQ " tll g: ... ... .,_ ... -~ 0, -i-i-i-i-i-~~ ~d ~() ~d ~cj . . .. '. ,, . S• s s s s . -.... ' ,l. ,!' ~. ' '• '<r-•• ., -, • I . . ·-.. ., ---. .. . .. -----• 'w w ---------~-~ 0 -----..___,. ·--------=~,,i,,,edl.c$" '=-t-~,,,L1,,,,,1,=1;'Fc=l==\'J~'4!bb~~el====11=1=[¥'-''=l==~~dcdl""=¾===~bJ1.g, ~ ~Q f.l ~ ~~ f;j ~ ~ i-" + "'i3 .., ; ;,; ·,s, 0, i-<o ,.. ~ " -0~ ~ ... i- ~ ~ i3 If 118 11'1 -~~ /4/4 :·. · •. ~----I:µ ,: . -~ ~ sroi I/ . . . ', ~ g "' \ \ ~ gl ~ ., i f.l <:, \ I ; ~ "' -" t;1 Q ~ ,- T " t;j Q i-.., ;:!; ~ ~ "' ~ ~ ~ i3 i-~~ I ~~~ " ~ :g ~ I!: 1:i>c (:; IQ~ If i-i- i-~iJ i-" ii I!? I ~~~ ~ iJ ~ "' ... ~~ i-I i-,-:: 118 ... i-"' ., I ~~~ If ~ ':fo; "l If EXIST AVENIDA SOLEDAD l 1111 SEE DWG 429-7 lZO _, --__ :-:i:::_ -------@ ~ .... ' .. ,. -. -. . • . . -· s S• ~ ~~ ~Q ~ ~ -<o ,.: IQ .., -!'i 0, -c; i-r,.; ;!: __, -~d ;t ;!: ... u ... ... If If a 3 . ._, ~ ~~ ;t "' ... :R! ~ lei .., i- i-i-~d tll tll If 4 !J s 83 40 0 4_0 _____ 80 120 f I SCALE l'= 40' EXISTING s,no CORAZON PER DWG 429-7 FOR SIDEWALK, DRIVEWAY, AND V. ,r.D. "AS-BUILT' PEDESTRIAN RAMP CONSTRUCTION ONLY CoA.> rRC T VWO ;,--t!IZ. ,ri-5-!lU'll..-r l'l..--"1-V.S (SIGNATURE) DATE DAV!a A. BLALOCK P.E. NO.: B2B91 MY REGISTRATION EXPIRES: 6-30-D8 DISCIPLINE R.C.E. IMO NOTE: I SH~ET I I SH~ITS I NEW STREITS SHAU BE CONSTRUCTED TO CITY OF CARLSBAD SUBGRAD£ PRIOR TO THE INSTAL!AnDN OF ENGINEERING DEPARTMENT THE PUBLIC WATER OR SEW£R SYSTEM. IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" LA COSTA OAKS NORTH WATER DISTRICT D£SCR/PTION: 1.J..S.C • .k G.X. BRASS DISC STAMPED iJ!JBUi BUILDER IMPROVEMENTS '1<302., 1935' IN CONG. MON. 8/2()/,J NEIGHBORHOOD 3.3 NORTH ENGINEER OF WORK Approved By: ~I- LOCATION: POINT LIES B. 5' EASTERLY OF EAST£RN APPROVED DAVID A. f' .u~ BERM LINE ON RANCHO SANTA FE ROAD, Jo'?& 133' NO/ffHERLY OF £LECTRIC RCE 6;,. 8 <fl ~-30-1¢.-DAT£ 7J!tfS~~/ON LIN£ POLE MARK£D EXP. fl;;/JIBLU 'iiluhz 3011 AND "n.13825" ANO DEPUTY CITY ENGINEER RC£ aaoei EXP. I DATE /-J~r:,f' APPROXIMATELY 1.2 MILES NORTH£RLY Rm~~~ --, I,. J>,'9-= I.\ ,dS-RU/,!,T Dote: OF TH£ INTERSECTIDN OF RANCHO .J/21,/JJ OWNBY:~ PROJECT NO. DRAWING NO • DAVID A. BLALOCK DATE SANTA F£ ROAD ANO lA COSTA AVENUE. DATE INITIAL DATE INITIAL DAT£ INITIAL CHKD BY, CT0S-15 446-SC RC£ NO 62891 EXP. 6/30/10 EL£VATION: 533.39 NGVD 29 I.ISL ENGINEER OF WORK RFYISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: /N!;PECTOR DATE R,\0571 \&Eng \SPLIT IMP\NDRTH\05 71lA09.ciwg[]Jnn-02-2008,Q9,Ql w.o. f'j,o. 2352-125 V. W.O. 0812075 BIN : '---'-='-'--=-=-'--'--'-----' 101409