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HomeMy WebLinkAboutDWG 446-5; CT 05-15; LA COSTA OAKS NORTH ENIGHBORHOOD 3.3; 01-13GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL 01HER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SIT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDrrlONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO 1HIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERE.D. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE C/1Y 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 CERTTFICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POL.ICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING TH£ POLJCY MUST HAVE: A RATING OF "A. AND A SIZE CATEGORY OF CLASS V AS ESTABUSHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL 8£ COMM£NCED UNTIL ALL PERMITS HAVE B£EN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE AG£NCIES. 6. REVISION OF THESE PLANS MAY BE R£QUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADUNE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE crrr ENGINE£R, 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 crrr ENGJNEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURJNG CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF; (A) SUMMAl?Y SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTJON CURVES, SHALL BE SUBMJTTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRE;CONSTRUCTION MEETING SHAI I BE Hf/ Q AT THf srrE PRIOR W THE BEGINNING OF WORK AND SHALL B£ ATTENDED BY ALL REPR£SENTATIV£S RESPONSIBLE FOR CONSTRUCTION, INSPECTIDN, SUPERVISION, TESTING AND ALL OTHER ASPECTS Of THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE INSPECTION UN£ AT (760--4.38-3891) AT L£/\ST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION Rl;QUE:STS OTHER THAN FOR PRECONSTRUC710N MEETING WILL BE MAD£ BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST UN£ AT (780) 438-3891.INSPECT/ON RE:QUESTS MUST 8£ RECEIVED PRIOR TO 2:00 P.M. ON TH£ DAY BEFORE TH£ INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAJNTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 5705 ffY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE OF WORKER PROTECTION FROM THE: HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THERE:IN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS £STAB/ ISHED BY THE CQNSTRI !GTIQN SAffJY ORQFRS TIT/ F B CALIFORNIA ADMINISTRA TIV£ CODE. THE PLAN SHALL BE PREPARED BY AN £NGIN££R AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITIED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERAJJQNS WU I GfASF IMl,IEDIATEI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 710N OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET £/\CH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONOUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF -SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE CITY E:NGINE:ER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THf HAUL ROUTE QR ADJACfNT STREETS AS A RESUI T Of THE GRADING OPE:RA TION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. HOWN AVAILABLE 20. THE EXISTENCE AND LOCATION OF UTTL/TY STRUCTURES AND FACILITIES S ON TH£ CONSTRUCTION PLANS WERE OBTAINED BY A S£1\RCH OF THE RE:CORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF UTILITY FACIU71£S OR STRUCTURES NOT SHOWN OR IN A LOCATION 0/FF, FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO PRECAUTIONARY MEASURES TO PROTECT THE UTILIT/£S SHOWN ON THE PLA OTHER £RENT TAKE DUE NS AND ANY OTHE:R EXISTING FACILITIES OR STRUCTURES NOT SHOWN. /TIES 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIL (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFF, AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTR PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS ARE. IN CONFUCT /CIENTLY UCTION WITH STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ME:CHANICS,ON THE PREPARm BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR R£VIEW AND APPROVAL A MINIMUM OF TWO (2) Cf7Y WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNOA TIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLm PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREIT$. 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 PRIVATE STORM DRAIN PIPES, UP TO 15" Pvt: OR HDPE MAY 8£ UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LIN£ IS TO 8£ ABANDONm IT SHALL BE REMOVED WITHIN TWENTY FEIT OF BUILDING OR STREIT AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Trrt.E 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREIT TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. STREIT LIGHTS PROPOSED BY THIS PIAN ARE PRIVATE. TH£ PRIVATE STREET LIGHTS ARE OWNED AND OPERATED BY THE HOA. PRIVATE MAINTENANCE RESPONSIBIL!7Y IS COVERED BY AN ENCROACHMENT PERMIT, PR 03-123. "DECLARATION OF RESPONSIJ'IT,E CHARGE" I HEREBY DECLARE 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 6703 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 RESPONS/8/LITIES FOR PROJECT DESIGN. FIRM, HUNSAKER B ASSOCIATES ADDRESS, 9707 WAPIES STREET CITY, ST., SAN DIEGO CA TELEPHONE, /858/ 558-4500 BY, D;,Ja.au ., DAVID A. BLALOCK P.E. NO., RC~ 62891 DATE, o'1mlo7 E.XPIRAT I ON DATE, ~6=f-30=1-0=8 _______ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (1-30-97) AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 200 I. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS crrr OF CARLSBAD DRAWINGS 368-28, 429-7 OWNERS / PERMITTEES REAL ESTATE COLLATERAL MANAGEMENf COMPANY, A DELAWARE CORPORATION 1903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 (760) 929-2701 PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PMCE1 NUMBER(S) 213-011-02. 03, 07. & 08 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1983 E 6252 BASIS OF BEARINGS TH£ BASIS OF BEARINGS FVR THIS SURVEY IS TH£ CALIFORNIA COORDINATE SYSTEM -1983, ZONE: VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS 8ETWE£N STATION 147 AND STATTON 152 AS SAID COORDINATES ARE PUBLISHED IN TH£ CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY R£CORD OF SURVEY MAP NO. 17271, FILED IN THE OfflCE OF THE SAN DIEGO COUNTY RE:CORDER 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. TH£ CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, IO. PRIOR TO ORDERING MA !£RIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTI-/ STANDARDS, LAWS AND REGULATIONS. I I. CONTRACTOR HAS SOLE AND COMPLETE 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 DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS 12. PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOL£ NEGLIGENCE OF Tl-IE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT All SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH Tl-lESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF 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 US£ BY THE ENGINEER OF WORK, SOILS ENGINEER AND Tl-/£ CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTE:NOANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS 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 VER/Ff Ali. STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING DR FORMING AND SHALL BEAR Tl-IE COST OF ALL REWORK 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED Pi.ANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR All RETAINING WALLS. 71/AT RESULTS FROM PROCEEDING US/NG INCORRECT STAKES Tl/AT ARE NOT VAUDATED 14. BY Tl-IE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE SOILS REPORT AND ALL TH£ SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. THE PROJECT AND ADJACENT PROPERrf FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND 15. CONTRACTOR SHALL INSTALL Tl-/RUST BLOCKS AT All ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. ACCEPTED FOR MAINTENANCE BY THE OWNER. 16 · CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING 17- UT/LITIES EXCEPT AS SHOWN ON THESE Pl.ANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL 8£ 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 THESE PIANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UT/UT/ES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REP/ACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGm, 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 ENfJ/NEER SHALL 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 8£ 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 TH£ CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS DR 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 CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY TH£ CITY. THE CALCULATED HGL CAN BE mUND IN THE APPRO'IED STORM DRAINAGE REPORT ON FIL£ AT THE omcE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONS/81.E 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 TH£ R£VISIO/IS. 2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIP£ SOFFIT SHALL BE CONSTRUCTED WITH WAlER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHAU MEET THE REQUIREMENTS OF AS'fM C76, C361, AND C443. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHAl1 I/AVE A MIN/MW COVER OF 1-1/2 INCH OVER THE INVEf/T REINFORCING STEEL. THE CONCRETE DESIGN STRENGTI-/ IN Tl-/ESE REACHES SHAll BE fc = 5,000 PSI. FOR VELOCmEs EXCEEDING 30 FEET PER SECOND, USE fc = 6,00(} PSI. 4. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP. LOTS 202 &-203 OF THE CITY OF CARLSBAD TRACT CT 99-04-03. VILLAGES OF IA COSTA -lA COSTA OAKS NORTH IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 70 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 lW END VERTICAL CURVE PCR VERTICAL POINT OF INTERSECT/ON MVC BEGIN CURVE CL END CURVE BW HIGH POINT N T. LOW POINT .• S. FLOW LINE CTB RP DRIVEWAY EOP FINISHED SURFACE POINT OF REVERSE CURVE CDS STREET RCP SD CENTER OF CUL-DE-SAC KNU CURB PUBLIC UTILT!Y 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 CONCRDE PIPE STORM DRAIN KNUCKLE STATIONING VALLECITOS WA1ER DISTRICT STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS AND EXTENSIONS OR ENLARGEMENT OF FACILITIES VICINITY MAP V. W,D. "AS-BUIL1., (SIGNATURE) DATE DAVID A. BLALOCK P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6 JO 08 DISCIPLINE R.C.£. 2002. The Owner of the project designated La Costa Oaks North -Neighborhood 3,J CARLSBAD RRE DEPARTMENT /£: N 04"55 '39 • W has reviewed District Ordinance No. 115, Adopted November 1, 1995 and agrees that the REFERENCED 8£1\RINGS FROM OTHER DOCUM£NTS/D££DS MAY OR MAY NOT project: BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATTON REQUIREMENTS.' WORK TO BE DONE THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD ENGINEERING STANDARDS. 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 REPOl?T AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, JUNE 25, 2001, UPDATE LDTER DATED FEB. 13, 2007. 7. 8. 9. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM EIR 98-07. VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER & SEWER AND APPROVED MATERIALS UST. 1D. STORMWATER MANAGEMENT Pi.AN FOR LA COSTA OAKS NORTH NEIGHBORHOODS 3.1, 3.3-3.5 PREPARED BY HUNSAKER DATED FEBRUARY 12, 2007. 11. STORM WATER POLLUTION PREVENTION PIAN: PREPARED BY: HUNSAKER &: ASSOCIATES, WD/0 NO. g 37C335747, DATED SEPT. 26, 2006. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY UN£ PROPERTY LIN£ 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• MOD/RED CROSS GUTTER CONCRETE SID£WALK ••G-27 *GS-10 ••G-7, **G-9, ••G-10 SYMBOL -------- PRIVATE STREET LIGHT 9,500 LUM (HPSV) •••E-1, ••E-2, ••M-21 (PR 01-) EXISTING STORM DRAIN STORM DRAIN 1 B" RCP STORM DRAIN 24" RCP DRIVEWAY CURB INLET TYPE "B" CURB INLET TYPE "B-I • ***G-148 •••0-2, •os-1 *•*D-2, *DS-1 CLEANOUT TYPE "B" ••0-10 wo.•-••••••-'"••• •• ~ •••••~•~"•',. "~ ' ~-~" O-'>M•'•"•~¼,>•-"'°'" J I K c::::!9 1" WATER SERVICE W/ 5/8" METER&: TR/PL REGISTER{VWD) ****W-6 1" WATER SERVICE W/ 1" METER& TR/PL REGISTER(VWD} ••**W-6 ---© ----1S) 4" SEWER LATERAL {VWD) S-4**** SEWER MANHOLE:, 4' I.D. W/J' DIA. OPENING & 3-PIECE LID (VIW) S-1•••* SEWER STA 110N EXISTING SEWER MAIN (Vl+V) 8" P. V.C. SEWER MAIN (SDR-35, GREEN) (Vl+V) EXISTING WAT£R LINE PROPOSED 8" WATER MAIN (DIP) (VwD) THRUST BLOCK (VwD) S-12**** ••••W-15 GATE VALVE {VWD) ••••W-14, W-16 ARE HYDRANT ASSEMBLY WITH MARKER (VWD) ****W-4, W-5 END CAP ASSEMBLY (!!WO) 1• AIR VAC ASSEMBLY (VWD) 2" BLOW OFF ASSEMBLY (VWD) STREET CENTERLINE MONUMENT VORTECHN!CS MODEL 400D (PRIVATE) FUTURE 2" IRRIGATION SERVICE 12" WHIT£ LIMIT LINE, "STOP" PAVEMENT LEGEND (THERMOPLASTIC) DOUBLE: STREET NAME SIGN R1-1 SIGN WARNING SIGN * CITY OF CARLSBAD/CMWD ••••W-16 ••M-10 STANDARD DRAWING •• COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING ••• AS MODIFIED BY THE CllY OF CARLSBAD STANDARDS •'*• VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS ---® --()-- 120+00.001 s w "" ® g FH 2 • L D El·----- ~TOf + + r SHEET INDEX NOTES AND LEGEND KEY MAP AND SECTIONS IMPROVEMENTS QUANTITY 154,704 S.F. 8, 126 L.F. 10 £.A. 1,811 S.F. 52,763 S.F. 16 E.A. 823 L.F. 422 L.F. 14,682 S.F. 2 £.A. 7 E.A. 5 E.A. 72 E.A. 24 E.A 96 E.A. 25 EA. J,608 LF. 3,909 L.F. 12 E.A. 9 £.A. 13 E.A. 5 £.A. 10 E.A. 10 £.A. 37 £.A. 1 E.A. 2 £.A. 5 £.A. 6 E.A. 5 £.A. .3 E.A. SHEET 1 SHEET 2 & 3 SHEET 4-13 THE PROPOSED WORK. /47 IS 0.99993947. GRID DISTANCE = GROUND DISTANCE X COMBINED M.IMBER OF F.H. 's.JL F.FLOW.Jjj[J{)G.P.M. Olff OF_L_F.H. 'S TREATMENT CONTROL BMP TABLE 1 SCALE FACTOR. IE] is not eligible for a reimbursement agreement. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) L£/\ST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR FACIUT/ES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTA71 VE. AT THEIR UNDERGROUND SERVICE ALERT (BO 0)422-4133 SDG&E (BOO )560-734-J PACJFIC BELL (800 ~892-0123 ADELPHIA COMMUNICATIONS (76 0)438-7741 COX COMMUNICATIONS (76 0)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (76 VALLECITOS WATER DISTRICT (SEWER, WATER & RECLAIM£D WATER) (76 0)434-2980 0)744-0460 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT COO£ REQUIRES A DIGALERT /DENT/FICA T/ON NUMBER BE /SSUEO 8£FOR£ A PERMIT TO EXCAVATE Will BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDE:RGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 7WO WORKING DAYS BEFORE YOU DIG VALLECITOS WATER DISTRICT HUNSAKER & ASSOCIATES ENGINEER OF WORK ~L Approved By: $AN Di~CO, ING PLAN~INC 9707 Wa:1!es Stfect ENGl\lEERING Sdn Diego, Ca 92121 SURVEYING PH(858)558·4500· FX(BSS)Siia.1414 &,;;;j fL B 4~ J.. a'1a.1b.2-£'-/.z-7 Dote: DAVID A. BLALOCK DATE ~----______ _,_ RCF NO 62891 EXP. 6/30/08 □ is eligible for a reimbursement agreement and: □ will execute an agreement with the District. IE] will not execute on agreement with the District. Reimbursement agreements ~•• " Signed by: ~ ~ " 6 ../ .t. -., 7 Va/lecitos Water District Date BENCH MA11K "AS BUIL'r" DESCRIPTION: U.S. C. &: G.X. BRASS DISC STAMPED "KJ02., 1935" IN CONG. MON. LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 1 JJ' NORTHERLY OF ELECTRIC DAI£ RC£ EXP. ~SM_~ION LINE POL£ MARKED L23011 AND "rl 13825" AND APPRCIXIMATELY 1.2 MILES NORTHERLY HEV/EWED BY: OF Tl-/£ INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. ELEVATION: 533.39 NGVD 29 MSL lNSPf.CTOR DATE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE TYPE AGREEMENT FREOUE:NCY Bll SPRINKLED? YES_L NQ__ F.FI..OW 1500 G.P.M. .-1;9-_ ~l,~~ FLOW THROUGH MP-51 VORTEX PRIVATE CC&R 4 AS N££0£D SEPARATION SEPARATOR ARE~ I --TE CT] ·cITY OF CARLSI3AD i --------SH£ET.S 13 ENGINEERING DEPARIMENT ------.-·------·· ----------. .. . -------------. ---·------·------------------IMPROVEMENT PLANS FDR: --·---------LA COSTA OAKS NORTH . BUILDER IMPROVEMENTS -----------·"--- NEIGHBORHOOD 3.3 ·--------- APPROVED DA~P;!J,s,l1< 7/n./o, --·--------------- I , ________ ,. _______ oe 730 Zoe. DEPUTY CITY ENGINEER . RC£ 33081 EXP. DATF i -""" ----- OWN BYc. I PROJECT NO. DRAW/NC NO. --··---. ._._ .. -------- DATE ; INITIAL OAT£ !NmAL DAT£ IN!T!AL CHKO BY:..1J..'.l. .... ' CT 05-15 446-5 REVISION D[SCRIPT/ON C-"3i1P ---! OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK ' R:\0571 \&EnD \ TMPR! .. -V:: YC_NT S\057iIBOtc!wg[ 1275)Jun --08--2007:08:04 w.o. No. 2J52-125 V.W.D. 207-228/071382 BIN : SEWER LATERAL & WATER LATERAL TABLE NO. i----------:.-----, _::-f:WFR s:A. @ M/1.iN o.~ MA iN I A :FHA! CUN!:/ Ei..':V. l A TL-.r,~./4 L D.t::FrH 6Fi1/:Y PL SiNt E i STA. «-P ,1{i -''!/ i26.77 529.98 i.2 50 Jli1E.97 :.:32.20 :JJ/,A,f 5.J ?,i..t-_f36.9i ::d/.80 1--4-;;7 -:c:;--;-, ""'5";'"T-9=1 .--:'i-c'7+-,=:.,. ... """ ::T_:,"'1"5-+--:-,--":------,--_-,;7:;-+--:J--:2:->:-4-;c>;c._,,--:,--:,-+-,a-::.7,A"' •. ""'/"°.'S-t---;c7co,::9--:9:coT_ +--:5T_-;c5-t-7--:2cc,--:,cc:~T,. _1 ; -t--!.'_4_0-.. 73_75--i---------, i :.J2+56.07 .53,-1_.sg 1.2 y; i3+osJ>1 537.2'5 542.49 s.5 ;5_)+49.3.f 558.'52 t.2 _:,;:; :319756 540.83 546.07 .5,5 7,/.J·C8.6/ :J46.-d8 23 1·5·4---;-/5.~ii-54/./1) 1.2 3:1 14+65.!)9 543.11 )18,58 5.5 ?4·+75.C9 549J).9 >--------+-----+--------+------------·-··· 26 57+.)6.89 547.8_,? :.2 35 / ,I /.7707 550.: 0 555.4!) 5.5 J !+8!J.6U ~-:JJ.JO 548.4 ! i.2 32 _1:J~1.9U J.,J 12-./..3/.44 555.99 t-·-·---+----77-/--TT--~----l------/-------+----+---+-TTTT+-TT--:~TTf-----TT+------1 28 58 i-34. :JC 549. ')4 i .2 Sb i' 2+ac. ?;;_' ::,,::.., ? . 12 },;!}6-42 5.5 1?+93.03 S.'5h.54 / 2,.;·29. 94 :::50. 6U 36 ! 3+40 . .96 56 !4-t-02.60 ----If---+-----+----+----+----+----- 60 1-03 65 551.31) 55 ~'!2+23.54 558.90 srwrR 1.A r. 32 :A9.80 ;_;;, ;JO 30+06JJ4 551_7_,; 557.03 5 S i 5C+i5.52 :;57./4 f-------c-c---+-~-c-c--CCCrT--:7--:T~-------------c-c---+~TT~~+=----c,+-c-c,-----,-,---+-~c---,-,--,--,-,---cc-l----c~----:c,+-----33 "':F+/.9.0(; _"'-:"48.91 J.2 20 i2-i 75. 12 55J.i)7 :::56 .. 5/ :5.S ?2+.J.:i9,/J '.,,,56,!,'2 34 '57i!(.87 547..<5_) l . .2 , 79 i H-·€3.5 . .! 5-Pd,!:N 1 i +73.26 .l;55.36 35 56-t-J/:.l.}6 546.44 l.:Z :'.'8 JC+t·/.2!' 548.95 :':S-4-.. :~,: 5.5 fe>7/.3L 554.35 36 /U+!J/,86 :,46.51 !._/ 3! 17+.'';5 . .95 548.8C .':.54.i2 5.5 3/ 71-r3C,Yi ";.1;,93 7.2 30 ;e,3,:,_53 545.-1-2 35i).C6 5.5 ~·------- 38 73-f80.9{) 530.40 1.2 50 20··!-](;,2! :.).5.2.94 ~~38. J8 j---c;-;c--:-f--:c-:-=--:--:+--:---:cc=--f---:--:-+-~c;;----t---:--:--:--:=---,,---+--:TTT=---J-39 74--t-37.H ::;_;;,/,0'/ 1.2 30 ,,?t.1,..)).4.'5 030.39 53.5.$3 5_5 5.5 2: i-22.,15 536.04 73+2.1.66 524 . .98 I c _?2.; ,16.93 527.23 532.52 5.5 532.85 4/ 75 +RR. 86 522. 85 l.2 3D 22+82.:'5 22+54.i8 )30.98 42 76-f-43.36 i 520.88 !,2 J"O z::·+-38,6J 525.2f _'5.?F,.SO S.5 1---+------1---1--+--+----+-----+ -+----+----+----+------I 23-:-25.88 528. :?2 //+05.23 5/9.40 0. () 44 7 .• ? 521.28 526.52 5.5 526.89 31 19--1-b'0.84-5!5.63 5:JO.R7 :'5.5 f9+-'1/.f2 521./4 CO/VNCCT ,Sr..lt't:N l__/i. T0 MA/Vh'.0.1 J" 79+_--.7.59 5/3.27 /!!+Y6.0'J .:.)11./6 1.2 --J----,-77----t-----+----j---------< 3,? !.9-.t...),/.75 5J4 05 5,'.9.29 5.5 19+32.d2 579,5::, 46 ~+-~--+~~,+---+--~+----+---c+------1 80+47.82 5/0.06 !.? 5".'5" 7._q,.57.45 5J2.6C 5i/./:J4 .5.5 18--f-/!:J.Y6 578.11 47 -+-~---1~-,---~---lf-c---,-+-~-,+--,--,+--,---,-~-,-t-~-,-,--+-------1 8!+05.57[ 5D7.JO 1.2 34 78+.14.B~) 571,12 !;,!6<16 .',1,.'.i 1!5+27.-42 "516.7;? 4--8--. -f--,--,-,-,-c3--,-. --1--1 +j--c5-cD--:6-. o"',=-,+-,-."2-+--_,.,.7--+-,--/"-·· ./.--. --,6--,,-, ,"·,;:"· --/----,:;--o"g--_c"",--,+--5~f~:~~,_-=o-=g-+-c-,;;""'_s~· --/-1--7", --.. -=7-cr;c-cC'"-,' +--~~-; 5. Jr/ , -19 5'! 52 53 54 81f96.64 ! .)()_">_!jg 1 '/ 37 ?7,.;·22.!31 503.75 5/3.99 5 .. 5 (7-i-48.28 514.65 bl-t-1C.;·_;,; i j();'.72 80-f.)9 19 ! 5; 0 .. .l8 ,;7;:7·_;~z::7~jj;i) 5i'3.25 9(1 f-98.07 509.60 9 1 +i.i-1. U& j{J). b"J .'11-1--36.22 507.5(; -. -1.2 i'.2 512.95 51!}, 1!:J 28 2t'+54,/Y ::.,11'.06 :..<9.56 31-1L.;+6~',3? J ,1 o .. :;6 .'.!: :";.86 4? 42+(;0.46 5075_(] 5/ZO!J 5.5 :.,,,:; 5.5 ··1·-------55 5iD.49 519.BE ?{H I9.64 ! !:5+9:),;;J 26'1-34,79 .'f-/-;.76.67 5/5.56 42 i-09.3D 5i3.i)2 45 40+-7572 50:L4! 5i4.7l 5.5 4:.~+62.31 5.i5. ?1- "----- 56 90+ 7C'. D9 511. ,?_q ?8 . 40 f Cd. 8"8c-----t-cc5--c/-=2c-.4-:4c-l--:5cc7-c7c:-_ "7--,_,-+-_,-;·."-7"·---t-2"0", ~--","'7.-S,--'f:--!-1--.c-)--i' fl"' -.2c-O:-, -+--------1 S7 64 '.!DiD6.1 / 5i5.;2 75-t-9.'.86 522.6.7 ,:'.5+ 1 tJ, CJ6 22!), J :., 12 1.2 30 22-'i!.93 (J (! d/ 4Jf-86.42 1---1------1---+-----t--------- 00 32 4 i -i-30 . .32 67 ).",+1';8. 79 5..Z."i,7!) 12 3E J24.96 530,;;,c 5?7.-14 '532.58 539.35 5,,;4JS 539. 72 s--:.:: o.::_- 5'37.89 513. IS, 5.5 5.S 2.2-;-i]J.93 4/-t·05.00 545.47 fi,_'{ _;;4.1-98,62 554_.12 ,'.2 28 !d+96 .. 'J!:! J,56.t·/ !)-1/.9/ .S.5 t5-:·D6.59 54,?. t6 6£ 34--1-35.62 553. 1:1 .1.2 2C 1,.f+3fJ./3 · :)3:.:.-45 54C.75 5 .. ':' .14--t-4.'!.72 540 94 --------~-- CONNLCi /C AfANhC:... [ --., • .,~, ~---~·------·--·--- /() J.J-!.-8/,6/ !:d2J):__; .1.2 ?7 .13-;-7R.76 5,;4. 7:2 53.0.€2 5.5 f3-,-J0.2i 539,25 f-----c---------tTTC-=TTc-t-7TC-CT--:7------,----+-=-... , ~ -,,~-----·-·------,--C-=-cTT-,---i-c--:777cc-f---7T--:T-+TT,----TT--:Tc-t-------------f---------l 71 ?3../.·76.90 530.6'] t,? .)(} ?.'/(7? . .2i' 535.!3 535.37 5.:.., :i0+46.2? !j_j!J.~;8 73 _;_ 23. 7tJ 533, I 8 3D 2G-f·/'3.0? 535.[2 5.C:C.!Jb :J,j LO-r09.D.1 5..:;r,_-::3 7_-z: 1.21:::s.so 556.47 :i.2 32 .-u+7u . .;.; :,,_Y::U:;'1 544.05 :,.-3 1----+-----+----+---+----t------,-----f----+-54-1,57 75 76 77 78 r 79 8: R2 83 3,1 85 87 ?!-!-80.06 54C.96 77+6?.91 54/. F 7: +00.A? 54d.44 .7Ci+l7.15 54/.55 537' :8.59 53.7,51 J/,97.2C 5.'i?.6S 5; +.'54. tJO 53:J.28 C'.O L2 ' L 38 4 I -r-30. 07 5.5 41-t-22.08 48 40+73".08 39 4(}-,-63. 79 542.69 547.93 ' 38 : 40136.5.7 543. 52 549.06 5 -:8+31.fj/ 3C ;r s-,-oc. 59 54 6. 82 5::,.2, 6'6 '5.5 f ,7-f-05 5 l 5..;7.72 552.56 5.5 75+,34.9.d 539.74 5.5 !3·1·?6,22 534.97 5.5 3C 1 ?-t-85.05 ::>32.:.:,3 ;J,}/.:'/ :;.5 t 1+9:J.0.5 547 .56 ~,.',:"(), 62 55?.5S 555.6: 553.JJ 545.30 542.87 :5,:J:72.65 528.24 /.2 3c; 7?·r22J/ ~J.;50.L.2 )d5,46 5.5 :1+3/77 5.55.7S C0i'l/V£t·r ~:TWES' .'../IT. /C MANf--10: F S[l,VC'1 : . ..-ti T. TO MANHOJ .C l----:,8-;8,----,,-5.,.0"·-:-, Le:,, 3"_-3;-7ct--_,"'L7·::.J7,-:,--:8,-I---::-, "-c, -1--,_,c:c.-+---:::-:0,;+-."7 ..... "•""'j":c-+-_cc::.i·;,"-_::q_-:7,;;-; +--:c5". :;c-4c-_ ,-:,c:,+-,5--·"5-,-t--,. o , 9 9. 27 5 _<4. s 3 l---+-----,---lc-cTT~+~~+~~--+-~77---/ ---------f--cTT~+TT~+---+---f---------1 89 ; .}(i-;-/6.69 524.99 O.Fi ,~8 !0-t-66.69 526,25 5,:,;.55 5.5 i0-t•92. <9 I .':J.!-L.·,JY ; 9 ') i 3 () + 62. 8 7 5 /'6. 43 ; . ? -2 B-+--, -,-,-1-:-2~8777-f---::,·'"._;;_"-8.,._..,5-,+-5.,._",<"i.-,~, ?----t--,-5-. 6-+-,-; -,-+c-:l--c2-. 2"· -7/-+!-,5"3"3~, ~;:,·"3c--+-------I ---~---· ..... , . .,~--"·---~--~---~-----~~---~---~--~~---~----~------~-- PI.AN:--l!NG ENG!NHRlNG S'JRVEY!NC HUNSAKER & ASSOCIATES S A ~ t: ! l t; U, I N C 9707 Waple~ Street S;n1 Jiegn, Ca 92121 PH(8.'i8)558-4·300 · FX(8JR)5S3-14 l4 ENGINEER OF 0--oq,.BJJJ 1:drJift~. Bl.AL OCK RCE NO 62891 EXP. 6/30/08 WORK oc/0,/02 DATE LCT 92 .'C cq; A-1AiN 31 !50.46 528.55 ,)1 +85. /9 5JO,Lr.:, DPO? L£NGTH TO CF !.2 28 l 1+80.,16 i.2 LB 12+35,/9 LA T[R,dL !:.!..tY, !:.UV OVFR 530.d? 536.2/ DD"l/! Bt. !.ClV/ Pl_ C '.)F:d cl£V 0\/FR .REA-fARKS f-----+----1------1----~----_, -·-·-,·~----1---------1-----+------'-------11----+---+---------1 533.DS i::3R.3E 5.S 1i+9J.49 :!36.BC !2+52.2:J 538,85 93 321-20.49 i 53.1.6,J i C,',{I 23 42--'-/5.83 534 . .-SC 53d. !JO i l/ f. i"O MANrlOL!:. 95 96 3;,1--,-V,:.J? ! 528.77 .'.7 36 L{)+4_:1.f(i 531 7.1 53!:/4! 55 4:J.-50.08 535.Br; -c+----cc--+---:=-+-TTC"TTT-+---;c--:c:--:,---'---c-:-,:--c=-'---:-;,--+~cc=::-t--:cc:-;;-----;-+-----, 317 . .;..fi/.R/ 5?8.5<: /,2 28 ! r .' .'7.57 528.23 533.53 55 1/+27.87 533.97 3t11-i3.69 524,89 S.8 28 98 Y!J 1 :JO 37+76,57 52C.55 31;-~-00. CO 522. r 2 -'10 30../.50.87 52.1.53 t ; l l i'2 /,;l 30 ::,, C JU 46 :.2 i 'L. 30 l 0+63. 59 74+66.58 6.1 i23. 76 522,_j9 · 527.69 5.5 !,,,2/'.66 52/.9E 4C+/0.3U J.?4. ?4 ' 5?9.44 41;/J.34 524,0C 529.90 .5 5 t1)-r94.J9 552.5D 6!+16.17 5:C:'7.,76 4i+J5,64 530. !3 42-r3S.B5 529.4-S CC1\1Ni . .-Ci SE!.YER I.Ar. TO M/-L.Yf!Du:.- CONN LC T S[WD? !../ /, 1 0 MANr-lOU 1L.·+Y1.3b" 5:!1.4: 526./! ,_,__ 1;?+8-1.36' 5;?f;'JJ(; f----/-/-J-+-+-1f;--+-o-,6--,-._i~L~. f---CT,-l,5~,":;"f-+--,-.::~,-if----cJ-c0-+-,--J~+-67J7'.-/-4-f-5cc/CC0C-1.'C,,T,5TT-C7-C?CC7C-/C'Ji75+~.-c :,-+-,~.,--,--7: ... T,-4-c/+-5T2C-7C-_-/--:6--/------------I /14 47+55,!7 519.55 -:.,'/ 3(} 14+?9.71 522-45 52775 5.5 ,f4f4.2.35 5.?7.35 r--TT---t--C-C-TT~--•l---~-c--CC-+-__-'.c___l---c:-c---l--77--c--TTC--f-=c:--="!""""--,--,--C--:=+-c--c-+-,---:--:--:-,--:--,--:l---:-;c-:-=+--------, 1 ;5 48·.' _17_3,1 51:;.;;13 7.2 30 -U.+YJ'.88 523.05 523.35 ~i;.::, .1.:J+U:;i.2:; !J.28, -1!:f CL LENGTH OF lA TERAL 1,0' MIN DROP m MAIN TYPICAL LATERAL ELEVAVON NTS NOTES: PL TC DEPTH BELOW PL CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. F~11"U.RF 16-,75 (}(} 24+5D.DO ;RR1CA TIO!'! MfIFR THE OAKS NORTH NTS LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY SHEET NO, FIR£ HYDRANT 0---o PR/VAT£ STREET LIGHT STORM DRAIN ===!ill- WATER LIN£ SEWER LIN£ STOP SIGN W/ STREET NAME SIGN "DEAD END" SIGN 5 -----r 721 ,f 10 66 67 68 69 121 ! I I i I / ! j I 11 I I 104 103 102 101 100 99 I I VALLECITOS WATER DISTRICT Approved By: S:4~ 122 DESCRIPTION; LOCATION: ELEVATION: -- BENCH MARK l).S, C. &-G.X, BRASS DISC STAMPED 'K302., 1935" IN CONC MON. POINT LIES 8.5' EASTERLY OF' EASTERN BERM LINE ON RANCHO SANTA FF ROAD, 133' NOl?THERLY OF ELECTRIC TJ?iffo~1fi'~o u'{ l':/Mi'fffffED APPROXIMAmY 1.2 MILES NORTHERLY OF THE INTERSECT/ON OF RANCHO SANTA FE ROAD AND IA COSTA AVE:NU£. 533,39 NGVD 29 MSL l ~R 711 / \It--'---, r;,1 710 PA 112 713 114 115 -- "AS BUILT" RC£ ___ _ EXP. DATE Rt VIEWED BY: INSPECTOR DATE V.W,D. "AS-BUILr' -----~===~-----DATE _____ _ (SIGNATURE) _____ D,::;A.:.;~:.::D:c.:.A::.., -"B"'LA'-'L"'O°'C"'K'------P.E. NO,: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C,£, D 150 30C IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 APPROVED DA VJD A HA 450 ______ ----+------------------t--7-----i---,-, ITTT~TTTTTTc='=:=~~~~~=;Ec:cxpc"'_"--isoB ao7 ;aa. ::n DATF INITIAL OAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTl!CR APPROVAL DATE INITIAL CITY APPROVAL PROJECT NO. DRAWING NO, CT 05-15 446-5 WO, No. 2352-125 V.W,D, 207-228 071382 BIN : \ I ) VALLECITOS WATER DISTRICT 1. AU. WATER AND SEWER LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITOS WATER DISmlCT FOR THE CONSmucnoN OF WATER AND SEWER FACILlnEs. 2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. J. CONTRACTOR SHALL NOnFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CON5mUCTION. VALLECITOS WATER DISTR/CT. ............................................... I-760-744-0460 COX COMMUNICAnONS ......................................................... t-800-227-2600 S.D.G.&E ............................................................................... 1-800-227-2600 PACIFIC BELL ........................................................................ 1-800-227-2600 UNDERGROUND SERVICE ALERT. ........................................... 1-800-227-2600 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCAnON OF ALL SUBSmUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISnNG WA7FR AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR ANO ANY DISCREPANCY IS TO BE BROUGHT TO THE AT7FNTION OF THE ENGINEER OF WORK FOR CORRECTION ANO 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 PRECONSmUCTION CONFERENCE MEE:TING WITH VALLECITOS WATER DISTRICT PERSONNEL SHALL BE HEW A MINIMUM OF THREE (3) WORKING DAY-5 PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCT/ON MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPARTMENT. 8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED ANO APPROVED BY THE DISmlCT PRIOR TD THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL 8£ THE RF:SPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON TH£ JOB SITE, AN "AS-BUil T" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALL£D UND£R HIS CONTRACT AND PROVIDE SAID RECORD TO TH£ ENGINEER AT THE COMPLETION OF THE CONTRACT. THE NG/NEER SHALL PROVIDE TWO (2) BLUEL/NE SETS OF "AS-BUILTS" TO THE 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 Sl-STEM. 10. ALL CONTRACTORS WORKING IN THE PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE ROPRIATE AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-EIGHT (48} HOURS ADVANCE NOTICE IS REQUIRED FOR NSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS, OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISm/CT ENGINEER. 11. UNLESS OTHERWISE SHOWN, SEWER lATERAlS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 12. ALL WA 11:R 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 DISmlCT ENGINEER. ALL S£.W£:R LINES SHALL BE BELL AND SPIGOT SOR35 PVC PIPE, OR AS NOTED. 1 J. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCK/NG AND NOT AGAINST DISTRICT VALVES. 14. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING ANO 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 PR/OR TO A PLANNED SHUTDOWN. 15. ALL ABANDONED SEWER lATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WAID? SERVICES SHALL BE PLUGGED OFF AT THE MAIN, AND THE CONNECTION 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 SEWER lATERALS DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE REPAIRED IN FULL AS DIRECTED BY THE DISTRICT ENGINEER. 17. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM -FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY LINE AND SHALL BE CLEAR OF DRIVEWA l"S. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "s' ON THE CURB ANO SHALL BE SHOWN ON THE "AS-BUIL1 DRAWINGS. 18. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISmlCT, ALL MAINS SHALL BE AIR PRESSURE TESTED, FLUSHED CLEAN USING THE "WAYNE" BALL METHOD, ANO SHALL PASS A 5% MANDREL THROUGH THE PIPE. 19. THE DISTRICT WILL NOT SUPPLY WAID? OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS. 20. IF METERS ARE INSTALLED IN SIDEWALKS OR DRIVEWAYS, METER BOXES SHALL BE OVERSIZED, PER DISTRICT STANDARD DRAWINGS ANO APPROVED MATERIALS LIST. 21. RELOCAnON OR EXTENSION OF ANY EXISTING WATER METER SHALL MEAN INSTALLAnON OF rHE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED flY THE DISTRICT ANO PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SAOOL£S OTHER THAN BRASS SHALL ALSO BE REPLACED. 22. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL WITH A COPPER SERVICE PER DISmlCT SPECIACAnONS AS DIRECTED BY THE D15mlCT. MM&RP NOTES {DUST MITIGATION & RAPTOR NESTING) PER 4.10-6: TEMPORARY DES/LT/NG BASINS CAN ONLY BE REMOVED WH£N P£RMANENT EROSION CONTROL LANDSCAPING HAS BEEN ESTABLISH£D TO TH£ POINT THAT DOWNSTREAM £ROS/ON AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS. P[R 4.4-248: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING GRADING AND CONSTRUCTION WHICH CR£ATES ADVE:RSE EFFECTS TO ACTIVE RAPTOR NESTS, INCLUDING NOISE L£VELS WHICH WOULD BE ABOVE 60dB(A) AT NESTING SITE, OPERATIONS SHALL BE RESTRICTED TO 200 F££T FROM ANY ACTIVE NEST. PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED SLOPES, APPROVED GROUND COVER SHALL 8£ 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 COV£RED WITH JUTE MESH IN CONFORMANCE WITH SECTION £.3-1.2-2. 1 OF THE C/1Y LANDSCAPE MANUAL. C: EXPOSED STOCKPILES (I.E. GRAVEL, SAND, AND DIRT) WITH 5% OR GREATER SILT CONTENT SHALL BE ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOil BINDERS ACCORDING TO MANUFACTURES' SPECIFICATIONS. D: AREAS BEING ACTIVELY GRADED SHALL 8£ WATERED TO REDUCE POTENTIAL FOR BLOWING DUST. E: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WfND 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 BY THE PUBLIC WORKS INSPECTOR. r MM&RP NOTES {CONT.) {DUST MITIGATION & RAPTOR NESTING) F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVE:R PAVED ROADS ARE TO 8£ COVERED OR SHALL MAJNTAJN AT LEAST TWO FEIT OF FR££80ARD (I.E., MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD AND THE TOP OF THE TRAlLER) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA VEHICLE CODE SECTION 23114. G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL 8£ CONTROLLED BY THE USE OF WET-SUPPRESS/ON TECHNIQUES INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVEYOR FEEDS FOR THE CRUSHER, WETTING OF STOCKPILES AND CESSATION OF CRUSHER ACT/VITT£$ WHEN WIND SPEEDS ARE IN EXCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL 8£ KEPT IN ACCORDANCE WITH MITTGAT/ON MEASURE 4.9-4(E), ABOVE. H: PAVED 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 8£ WATERED THREE TIMES DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE AREAS ACCORDING TO MANUFACTURERS' SPECIFICATION. J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL 8£ 15 MPH OR LESS. K: CONSTRUCTION ROADS THAT HAVE: A TRAFFIC VOLUME OF MORE THAN 50 DAILY TRIPS BY CONSTRUCT/ON EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED WITH GRAVEL OR OTHER MATERIALS TO REDUCE DUST. L: CONSTRUCT/ON ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEET ONTO THE PROJECT SITE. MM&RP NOTES (GENERAL) PER 4.4-23 CONSTRUCTION STORAGE ANO STAGING AREAS SHALL BE LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE ANO SHALL BE KEPT FREE FROM TRASH AND OTH£R WASTE THAT MAY ATTRACT SCAVENGERS. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLAnON OF ALL SIGNING AND sm/PING. 2. All SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM ro THE CALIFORNIA MANLIAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA}, THE GALT.RANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE; PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND smlPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WED<S AFTER INJTIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHE£11NG (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF smEET IMPROVEMENTS, ALL smEET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDmON, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCAnON OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA TIV£ PRIOR TO INSTALlA TION. 9. CONTRACTOR SHALL REMOVE ALL CONFI..IGnNG PAINTED LINES. MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALl(S 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 THERMOPLASnc UNLESS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHAU. CONFORM TO THE CALIFORNIA MANLIAL ON UNIFORM TRAmc CONTROL DEVICES (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 FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200:S REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. All SIGNS SHOWN ON THE$/; PIAN$ SHAU. £if:. Nt:W SIGNS PROV/0£0 ANO INSTALLED BY THI; 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 PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FDR SUCH DESIGN. I UNDERSTAND ANO ACKNOWLEDGE THAT THE S/GNA TURE OF THESE PLANS BY THE VALLECITOS WATER DISTRICT IS A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILTY FOR THE DESIGN OF THE IMPROVEMENTS. BY· U,fflBJ.t-1 DATE: QJ/QJklz DAVID A BLALOCK RC E 62891 • . .. EXP. 6/30/08 V.W.D. (SIGNIITURE) DI\VID A. BLALOCK 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 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE:, FITTINGS. VALVES. ANO OTHER APPURTENANCES SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA C105/A21.5-9J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM POLYETHYLENE WITH BOTH ENDS SEALED AS TIGHTLY AS POSSIBLE WITH ADHESIVE TAPE OR PLASTIC TIE STRAPS AT rHE JOINT OVERlAP. PLACE CIRCUMFERENTIAL WRAPS OF TAPE OR PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP MINIMIZE THE: SPACE BETWEEN THE POLYETHYLENE AND THE PIPE. 4.3.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIPE SHALL BE BY METHOD A. 4.J.2.1 METHOD A (REFER TO FlGURE 1): CUT POLYETHYLENE TUBE TO A LENGTH APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP THE TUBE AROUND THE PIPE. CENTERING IT TO PROVIDE A 1-FOOT (0.3 m) OVERLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION FASHION LENGTHWISE UNTIL IT CLEARS THE PIPE ENDS. LOWER THE PIPE INTO THE TRENCH ANO MAKE UP THE PIPE JOINT WITH THE PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS TO FACILITATE INSTALLATION OF THE P_OLYETHYLENE TUBE:. AFTER ASSEMBLJNG THE PIPE JOINT, MAKE THE OVERLAP OF THE POLYETHYLENE TU8E. PULL THE BUNCHED POLYETHYLENE FROM THE PRECEDING LENGTH OF PIPE, SLIP IT OVER THE END OF NEW LENGTH OF Pf PE, AND SECURE IT IN PLACE. THEN SLIP THE ENO OF THE: POL YUHYLENE FROM THE NEW PIPE SECTION OVER THE END OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF THE PRECEDING LENGTH OF PIPE. SECURE THE OVERLAP IN PLACE. TAKE UP THE $£ACK WIDTH AT THE TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT m ALONG THE BARREL OF THE PIPE. SECURING THE FOLD AT QUARTER POINTS. CUTS, TEARS, PUNCTURES, OR OTHER DAMAGE TO THE POLYETHYLENE SHALL BE REPAJRED AS DESCRIBED IN SECTION 4.3.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION OF PIPE IN THE SAME MANNER. 4.3.5 REPAIRS. REPAJR CUTS. TEARS, PUNCTURES. OR DAMAGE TO POLYETHYLENE WITH ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE CUT OPEN, WRAPPED AROUND rHE PIPE TO COVER THE DAMAGED AREA, AND SECURED IN PLACE. "AS-BUILT' DATE P.E. NO.: 62891 EXISTING SITIO CORAZON (PUBLIC) SEE DWG 429-7 FOR EXISTING IMPROVEMENTS NOTTO SCALE ft}' . ·4~~ !§ J .,__ ;z " NO. 62891 "" 'ii. EXP. 6/30/08 ~ • • ut.,... -,"t'. .,~ a,-CA\.,,~ MY REGISTRATION EXPIRES: 6 30-08 DISCIPLINE R.C.E. VALLECITOS BENCH MARK "AS BUILT" WATER DISTRICT DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON. -- POINT LIES 8.5' EASTERLY OF EASTERN ENGINEER OF WORK ~ LOCATION: BERM LINE ON RANCHO SANTA FE ROAD, ---------- Approved By. 133' NORTHERLY OF ELECTRIC DATE RCf"" ___ __ EXP. TRANSMISSION Ll':ff!_ POLE MARKED --.. -·~ 8.,frtBtt,/ "77.2301 t• AND 13825" AND REVIEWED BY: Qfik;t/tJZ APPROXIMATELY 1.2 MILES NORTHERLY DAVTo A. BLALOCK Date: ~7;.,,7 OF THE /NID?SECTION OF RANCHO DATE ' INITIAL SANTA FE ROAD AND lA COSTA AVENUE. ' DATE RCE NO 62891 EXP. 6/30/08 ELEVATION: 533.39 NGVO 29 MSL DATE ENGINEER OF WORK j INSPECTOR -- ---- 60' ROW PER FINAL MAP 3• • MIN~-,i<.'.:.--,l/f.-.i5~•-.,.'.4!:::•5:c_',t'------~20;::__' ____ ----oi,__ ____ ...!2e::0_' -----f-lf'cf-"'---jfll"-...1. e· 3• 4.5' 5' f':'M1N. FIRE HWRANJT //ii~~ 2% 6' TYPE G CURB & GUT7FR ~ 6" TYPE G CURB & GUTTER 2% 18' I \I,"~''' I 2% s·.'-p~' ,, ~. @'"~-----'-E":;;• .:;;J"· ~j'-:. PCC f7 •·· . SIDEWALK \ 6" MIN. 15' 6":~INI '~ 4• PCC f/' SIDEWALK STRUCTURJiL SEC71QN BASED ON FINAL R' VALUE(SEE STREET NOTE 1. SHT. 1) 8" PVC SEWERfVIIDJ 5' COVER (MIN. a• DIP WA(TER (V\ID) 3' COVER TYP) CORTE PANORAMA (PUBLIC) T.l.=5.0 4" AC/4' AB (MIN.) NOTTO SCALE T ELEVATION SHOWN ON PLANS 60' ROW PER FINAL MAP __ ~STREETLIGHT ~· 3' e· MIN~~--,jif-!5?.._'-f7'.,J.5L',r-------'1:.:..7_' --------olr------~17~•----t-rr'-I' 6" .3' ,, 7.5' 5• MIN. I ~iRANT 18" ~.., , 6" TYPE G 6" TYPE G CURB & GUTTER -..;, n·\ ~ 4• PCC SIDEWALi< CURB & GUT7FR ~ -1&_ 11' 8" PVC SE~JVIID} 5' COVER (MIN. i I 2% 8" DIP WA(TER (VIID) J' COVER TYP) SITIO CALIENTE (PUBLIC) CORTE FORTUNA (PUBLIC) STA. 10+50.00 TO 24+97.79 T.l.=5.0 4'" AC/4" AB (MIN.) NOTTO SCALE T.l.~5.0 4" AC/4' AB (MIN.) NOTTO SCALE T ELEVATION SHOWN ON PLANS 56' ROW PER FINAL MAP 6" J' 6"' MIN~-,l<.'.:.--,1µ5!_'-+4:::.·::'..5',r-----__..!.18~'-----+-------'-/"-8' ____ ---t'-irf-"'--ff--' iii J' 4.5' 5' D1N. --" 6" TYPE G CURB & GUTTER Z% ~ 1) 6" TYPE.,-, CURB & GUTTER 2% 11' 8" PVC SEWERfVOO) 5' COVER (MIN. a· ~~ 2% ·);' -... 1--~-~,,~ 6".M/Nl ~-f-r 4" PCC "" SIDEWALK " DIP WA '(fR (VIID) 3' COVER (TYP} SITIO CALIENTE (PUBLIC) SITIO COLINA (PUBLIC) STA 25+94.79 TO 26+63.67 T.l.=5.0 4' ACl4" AB (MIN.) NOTTO SCALE T.l.=5.0 4" AC/4" AB (MIN.) NOTTO SCALE CORTE ALTURA (PUBLIC) SITIO BAHIA (PUBLIC) T.l.=5.0 4" AC/4" AB (MIN.) NOTTO SCALE ~~~,,.,..,. """ ---- ------------ : ' ' ' _ ____ ,,_ : ' ' DATF [ INITIAL T.l.=5.0 4" AC/4' AB (MIN.) NOTTO SCALE T ELEVATION SHOWN ON PLANS HUNSAKER & ASSOCIATES SAN DIEGO, INC Pl.ANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURYrnNC PH(858)558-4500· FX(858)558·1414 cH~ET 1 CITY OF CARLSBAD SHEETS j 13 i ENGINEERING DEPARTMENT .. -·· ___J -·-·-----·---------IMPROVEMENT PlANS FO.'I: LA COSTA OAKS NORTH ------Bl.JILDER IMPROVEMENTS NEIGHBORHOOD 3.3 ~~ APPROVED DAVID d: yusER DEPUTY CITY ENC/NEER RCE 3_3Q81 EXP. DATE OWN BY, PROJECT NO. : DRAWING NO. DAT£ IN/I/AL CHKO BY; ll.!,-C -~ CT 05-15 446-5 REVISION DESCRIPTION l?VWO BY: _a-Jf'_ " : OTHER APPROVAL Ci/Y APPi/OVAL R,\fJ:i 71' &f ng\IMPR □VEMENTS\J57l IB03 ciwg[ t275JJun-C7-2JC 7'I > Tl ,.,_ w.o. No. 2352 125 V.W.D. 207-228 071382 BIN : · TOP OF • 5.30-c-. c1100: . . . .. . . t, ----J.;,l:[_"\:Q;__ . '--r 526-· t ' ------' 1- ,. ------1-- i i . ---{ -- ]_- ' • - _ _t - ,. --,-} J:_ --_.:., __ ·•@.· · 50:00' · · . • 1../4'= tt2. 5: · • /SHED SJURF'ACE ' ' 'ER srORM ORAi/rt -'_-__ -r - i ' r ~~-+:.-:. • • r ' ' l;l.!I, I ----• -- L/8= t5.t15{ · , i2fl,(! ' I . I '---~---------'"··' ' -!-·····--·,--· :TOPf)F ···'fJUR8 ..... · ·· .. · I 532-<:1) . ' -· ----------·-·- j·_ CENTERLINE DATA r l BEARING/DELTA RADIUS LENGTH 1 N 1U10'00" E 135.48' 2 74•00·00· 50.00' 64.58' 3 N 84'10'00" E 121.01' 4 24'16'00" 240.DO' 101.65' s N 71'34'00" W 94.21' 6 4'24'00" 200.00' 15.36' CURB DATA □ BEARING/D£LTA RADIUS LE:NGTH 1 4'24'00" 180.00' 13.82' 2 N 71'34'00" W 94.21' J 24'16'00" 260.00' 710.12' 4 N 84'/0'20" E 88.11' 5 23'33'23" 60.00' 24.67' 5 121"08'08" 60.00' 126,155' 7 23'33'23" 60.00' 24.67' 8 N 10'10'00" E 14.85' 9 16'31 ·20· 100.00· 28.84' 10 N 26'41'20" £ 50.00' 11 213'02'40" 40.00' 148.73' 12 N 6'21 '20" W 50.00' 13 16'31 ·20· 100.00' 28.84' 14 N 10'10'00" E 47.73' 15 74~0, 122" 30.0D' 38.76' 16 N 84'10'00" E 121,01' 1 24'16'00" 220.00· 93.18' 18 N 71"34'00" W 94.21' 19 4"24'00" 220.00' 16.89' VWD WATER DATA \ J BEARING/DELTA RADIUS LENGTH I N 1U08'58" E 162.14' 2 N 32"38'58" E 19.6.J' 3 N 77'38'58" E 1.58' 4 6"31 '02· 200.00·~ 22.75' 5 N 84'10'0D" E 115. 73' Ii 24'16'00" 225.00•~ 95.29' 7 N 71'34'00" W 94.21' 8 3'04'06" 215,00•~ 11.51' [I] i.1 ' ' ' KNUOKtE· -.. ., i . . .. 1 .. -f REMARKS R£MARKS 6" 7YP£ G C&cG 6" TYPE: G C&G 6" TYPE G G&:G 6" TYPE G C&:G 6" 7YP£ G C&cG 6" TYPE G C&:G 6" 7YP£ G C&cG 6" 7YPE G C&:G 6" TYPE: G C&:G 6" 7YP£ G C&:G 6" 7YPE G C&:G 6" TYPE: G C&:G 6" 7YPE G G&:G 6" TYPE: G C&:G 6" TYPE G C&:G 6" TYPE: G C&:G 6" 7YP£ G C&:G 6" TYPE G C&G 6" 7YP£ G C&:G REMARKS 10" DIP Cl-350' 10• DIP CL-350• 10" DIP CL-350• 10" DIP CL-350* 10" DIP CL-350• 10" DIP Cl-350* 10" DIP CL-350* 1 o• DIP CL-350• * WIT/-/ POL YUHYl.£N£ WRAP PER DETAIL ON SJHEET .J ---1 . _,, --- . 1 ·r A USE 9' PIPE LENGTHS (BELL &: SPIGOT) WTTH 3' OEFL£CT/ON VWD SEWER DATA ) BEARING/DELTA RADIUS LENGTH REMARKS I N 10-10·00· £ 178.16' 8" PVC SDR-35" 2 N 84'10'DO" E 172.30' 8" PVC SDR-35•• •• GREEN HUNSAKER ENGINEER & ASSOCIATES S /\ N D I f G 0, J NC PIANNING 0707 Waples Street fr;;;ttBJ.I.J tNC!NffRl\l(; San Oingc, c~ 92121 DAVID A. BLALOCK SURVEYl"-!G PH(858)558·45GO· ~X\858)5S81414 RCE NO 62891 EXP. 51'0. • • I • .. ,. --" .. OF 6/30/08 If. 106 10'1 4, 10.,,. I 4, fl'. -fO;.s, ' -;, Cr ~ • .A ~ ,ff'~6·• dSs,, W-! ;ro ff'cp r;3, rt2:~~~~~::---==:::::::::::::::~1 1/1-s DW(: WORK o,/0,/07 DATE 108 -;( Be fl'. -fJ 109 41+11.84 CDS 41+22.77 CDS CL 12 DWY 41+35.64 CDS I METER [l'.4J+J7.12 CDS 41+53. 1 ST LIG"'HT""""~= VWD NOTE;: NE:W STREETS SHALL 8£ CONSTRUCTED TO SUBGRAD£ PRIOR TO TH£ INSTALLATION OF TH£ PUBLIC WA/7':R OR SE:W£R SYSTEM. VALLECITOS WATER DISTRICT Approved By: ~/4 9+ END CAR & TB PEtt i./WO W..·t6' 526, /;2 TP . 104 . . -. - - --· .. ·· .. ·· '' 178: t6 tf' .,,,, . .,,. . . ···.fO.P'OE. 'RIGHT CURS 10+00 103 TREATMENT CONTROL BMP TABLE 2 D£SCRIPTION QUANTITY VORTE:X S£PARATOR (PRIVATE) 1 EACH 102 BENCH MARK 11+00 DESCRIPTION: U.S. C. &: G.X. BRASS DISC STAMPED "K.J02., 193S' IN CONC. MON. LOCATION: POINT L/£S 8.5' EASTERLY OF EASTERN BER¥ LIN£ ON RANCHO SANTA FE ROAD, 13.J NORTHERLY OF ELECTRIC TRANSMISSION LIN£ POL£ MARKEJJ "r!.23011" AND 'iL13825" AND APPROXIMAT£LY 1,2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. ELEVATION: 533.39 NGVD 29 MSL 101 " • • • .,. • ,_ -1 --·r --·1 ·,. .. ·.•.····. 4(/iOG' vi: I!!( STA 13+ 11,QT> .. ,, c " PW EZJ= 526 5J • · · ·· ·•.··•·· ~r= i-J,()IJ!f.. In.:.; 1,~g~_ .. --- - JU~ DIP: .•. <• . (CL-3Sa) ' -~s--j --___ ----,· ·---_, -j . .. S~Pltc~-/ i .. T C ~-~_J~z-~~ ~~~r ' --.... ·--J.c---·oo--···~, 1,, , ••w,ntP .. 1~-:~:=~;l•~---~- -• - ------ -••. ·------~ l • - ' --• -> •• -_ j. i l .. 18" RtJP:,.;.;1!i,t>2tF.. · f1C -2.26% • •.... · · Q ()()c 8,2 CfSi • · . 7. r /fPS' , •.Llil':'3~~-Cn_____,._,-,:-;. __ j_ • ' _,_ -I i ' ... -. - I ' ·-, ' t ' "' ·. ... r -, -i :~~-;-_--: -- -T --• _ _ -_ r_ . : : -' ,,, ~ • -· ,L I I • ......, , ! . . , T.OP ()_F .· .. ·.•· 'RIGHT CU. .r . . - -- r - - -- -' - • -----· •. L , -. - --· . ~ -_-_ · \ PROFILE SCALES l t ..... ( ) INDICA'rts rl£tp ELEV, · . . . · { J if;me"ATES 4EY. f.wu Bm£R(NCE D/?AWINGS [ \/ER! . 12+00 13+00 14+00 '~'-'--1L5~+Lo~o-~_,;_;,~..c.=,;;__c1~6+00 ~---~,~------ 100 PORTION OF \IWD EAS£M£NT DOC NO. 2006-0104869 REC, 2/13/2006 TO BE QUITCLAIM£D 99 98 9'1' 0 1 2 .J 4 STORM DRAIN DATA BEARING/DELTA 9·35•43• N 86'50'00" W N 69'5!5'oo· £ N 69'55'00" E RADIUS LE:NGTH 90,00' 15.07' 6.64' 5.00' 5.00' 40 SCALE 1•~ 40' REMARKS 18" RCP 1350-D 18" RCP 1350-D 18" RCP 1350-D 18" RCP 13SO-D 80 120 i i (PRIVATE) (PRIVATE) V.W.D. "AS-BUILT' 1------==-=------DATE ------1 (SIGNATURE) ----~D~A~V~ID_A._B_LA_L_O_C_K _____ P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E. ---[51i~i:T] CITY OF CARLSBAD i.T !----+---+--------~· -------4----+---+---+---I L.J i ENGINEER/NG DEPARTMENT . : ~ ::.J !MPROVFMFNT PLANS FOR: "AS BUILT" LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 DATE RC£ ____ EXP. REVIEWED BY: DATE INITIAJ_ INSPECTOR OAF£ ENGINEER OF WORK DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED DAVID A. Hfl}Eo/ d ~ /. I DEPUTY CITY ENGINE£fl~S"'r~~::-,,,,£"'x'=p-, -s06 /3Jo:. ~:TE OWN BY:---~-- CHKO BY: ..lt£C. RVWD BY; (·-::MP PROJECr NO. CT 05-15 DRAWING NO. 446-5 R1\J571\&Eno\1MPR V, v~ NI S\CJ571IB04,clwgE 1275JJun CB 2007:l0:09 w.o. Ne. 2352-125 V.W.D. 207-228 07138 BIN : i I II J I 2 □ 1 2 3 4 5 I I 1 2 ( : 1 ·, . ---------------- --"I - BEARING/DEL TA N 3'10'00" £ N 86'50'00" W BEARING/DELTA N 3'10'00" £ 28"11 '45" N 25'01 '45" W 208"11 •45• N J"IO'oo· E BEARING/DELTA N 3'10'00" E 28'/5'38" -, __ - --1 -i f_ l--1 ( +- ' -l--J_ _, ---t - t-r ' -}-. -l. ' --r - t CENTERUNE DATA RADIUS LENGTH 260.00' 20.00' CURB DATA RADIUS LENGTH 100.73' 100.00' 4!!1.21' 50.00' 38.00' 138.08' 210.00' VWD WATER DATA RADIUS LENGTH 104.48' 2so.oo·~ 123.31' REMARKS REMARKS 6" 7YPE G C&G 6" 7YP£ G Cdi:G 6" 7YPE G Cdi:G 6" 7YP£ G Cdi:G 6" 7YPE G Cdi:G REMARKS 10" DIP CL-350* 10" DIP CL-350• • WITH POLY£THYLEN£ Wl<-IP PER DETAIL ON SHEET 3 ----f -i - ----¾-I ' ' --1--_ l :: l------- -J A USE 9' PIPE LENGTHS (BELL di: SPIGOT) WITH 3" DEFLECTION VWD SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 3'10'00" £ 215.49' 8" PVC SDR-35"" *' GREEN HUNSAKER ENGINEER & ASSOCIATES S /'. N D ! t C 0, I N ::. PL'I.NNING 9707 Waples Stieet fr;JJ1.,e,1,.tL ENGJNffRING San Dirg(), Ca 921?1 DAVID A BLALOCK SVRVEY!t\C PH(858)55IHSOO· FX(fi5R)558· 1414 RCF NO 62891 EXP. OF WORK o,/o,/oz 6/30/08 DATF I I ----"t - CL INT 10+00.00= ' 520-· .. ,. ... . 1 ' .. ·iTOPiOF RIGHT 1CllRB _J -_ ; l I -J ' ' -J_:- ' . OREG!Nlil.; ~ .. --_-_ 1 - . ' --_,_ --·-----·! o:oG' 1-V flJ Hl+~.50 . pi{/ tt= •5Ji.6~ · · . . . ·. '40% ···~--'-'--"'-.-'-'..f-,' . 1 . . r--. -- ' _, . { . . . . l i I f ' , ' TC = CL+0.04' UNLESS OTHERWISE SHOWN r ' FINISHED SIJRF,AC£ · VVfR CENT'f;RlfNE' ' -. ' -----. -- «xoo· Jc JW r:z : .. . .. . ;iJ_z >¥----+~·- l · .smOBAHIA 10+00 N'LY PROPOSED SIDEWALK CONTINUES ON SHEET 4 AT STA 16+00.00 ALSO SEE DWG 429-7 -4'..j i -. I 911 11+00 DOUBLE STREET NAME SIGN IP. 12+00 ~ 8 :g lg "' 8§: (.j 0 c:, "~ P:: ~ c:, -~~~ ~ ~ ~ + ~~ ~ c tl _ ... al /.S (.j "' gi (.j -...: ~ 1:: -... o; 0, IP. + c:, ... 17+51.93 CTE. PANORAMA :, . .t·:; VWl/ NOTE: 0:. - € r... Cl 4 I a °' -~ l\l i 'II" 0.' i A. ~ ~ ·4 fl) N'LY PROPOSED SIDEWALK CONTINUES ON SHEET 6 AT STA 19+00.00 ALSO SEE DWG 429-7 ' .. s s s c:, - IP. 89 90 91 18+95.29 If.. S!T/0 BAHIA 750 PRESSURE ZONE r ·• .·· · ---- -i i: - ----; J I r- . L --1--. ' -l----. --j 13+00 12+59.99~20' LT CENTT:R OF CDS BULB 1 +75.17~17.38' L 1 AV PER VIVO W-2 12+77.82~18.79' LT END CAP ASS & TB PER VIVO W-16 41+65.12 CDS ST LIGHT 12+76.50~18.08' LT 0 ,...,. ':.,; ..,. .,,. ... Cl "' <'-i, 'ibu' IP. '$, .> -1e, V' 93 ' ' ' - -+ l ----1--- ., '. ' I , r- --, f i--- J_ -[ -' I ' . --- -l ' -_: --_ _:- . ~ -__ ---:-~: - - -1- 0 ' ·r -- , ' II) ~ ; --L:f:__ -:-:----.,;~-✓ r ' r --- - I ' • J· • I ' l i-- I j ,--. -- ' ,.,l -. . r --J . I --j . .. . ... . j i .. --1-- !__ -l l . • i l ! 40 -t . t I ' . i t -L ' ' ' -l r . L_ I ' . -. -i + ---; - 1 "=40' 1 "=8' 0 40 80 120 SCALE 1 •~ 40' V.W.D. "AS-BUILT' !------====------DATE _____ _ (SIGNATURE) _____ D~A~V~ID~A_. _B_LA_L_O_C_K _____ P.E. N0.:~6=2=8~9~1 __ , MY REGISTRATION EXPIRES: __ 6-30-08 __ DISCIPLINE R.C.E. ~. CITY OF .CARLSBAD I SHf~Ts I 1----t---+-------.. ··-------------+---+---+---t---'! L__2__J ; fN(;INEERING DfPARIMEN" NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLAnON OF TH£ PUBLIC WATER OR SEWER SYSTEM. i.......::.....:..:.:.:.. _________ ....L_---r---------r------:-:-----1-.-....... -t .. --=······ .. =t .... ============·· ............ . VALLECITOS BENCH MARK "AS BUILT" /MPROVEMEN I PU\NS FDR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 w,r A TC"R D/STR/CT DESCRIPnoN: u.s.c. & G.X. BRASS Disc STAMPED 11 I LI I I "K302., 7935• IN CONC. MON. LOCAllON: POINT LIES 8.5' EASTT:RLY OF EASTERN , ,/ BERM LINE ON RANCHO SA/ffA FE ROAD, Approved By:...... .. .if~ ....... ..... W,~s"f;!ffl{/fJIL(/N~Fpf:>tFf1:J~ED ELEVATION: "TL2JOl1" AND "Tl.13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECT/ON OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL RCE DATE REV/DYED BY: DAT£ ; INITIAL INSPECTOR DATE ENGINEER OF WORK DATE !NIT/Al DA TE IN/nAL REVISION DESCRIPTION OT'IER APPROVAL CITY APPROVAL APPROVED DAVID A. HAUSE: DEPUTY Cl7Y ENGINEER ~-,. __ ?A~e.7 j 06/30L08 DATE OWN BY:--~-- CHKD BY: llJ\C RVWD BY: GYP PROJECT NO. CT 05-15 DRAWING NO. 446-5 R:\0571 \&Eng \:MPROVEME~~ S \ J571IBO'.).dwol : 2 /'.:.l~ uvir-08-2007:10:26 W.O. No. 2.,52-125 V.W.D. 207-228 071382 BIN : : 1 2 J □ I 2 3 4 5 6 J 1 2 J { I 2 3 0 1 2 3 4 5 6 7 8£:ARING/DELTA N 3°10'00" £ 1J"20·00· N 16'JO'OO" E: 81:ARING/DELTA N :S/0'00" E: 1J"20·00· N 16'30'00" E N 16'30'00" /; 1Y20'00• N J-10'00· E BE:AR/NG/DELTA N 3'10'oo• £ 13"20'00" N 16'30'00" E i -1 r ' CENTERLINE DATA RADIUS LENGTH 255.28' 500.00$ 116.36' 78.34' CURB DATA RADIUS LENGTH 255.29' 517.00' 120.31' 78.34' 78.34' 483.00' 112.40' 255.26' VWD WATER DATA RADIUS LENGTH 250.J1' 489.00' 113.80' 78.34' REMARKS RIIMARKS 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G CltG 6" TYPE G C&G R/IMARKS 8" 0/P CL-350• 8" DIP CL-350• 8" DIP CL-350* • WITH POLYITHYLENE WRAP PER DITAIL ON SHEET 3 VWD SEWER DATA BE:ARING/OELTA RAO/US LENGTH fl£MARKS N 3'10'00' E 99.24' 8" PVC SDR-35•• N J"IO'oo· E 209.51' 8" PVC SDR-35 .. N 16'24'49" £ 136.78' 8" PVC SDR-35'* •• GREEN STORM DRAIN DATA BEARING/D£LTA RADIUS LENGTH REMARKS N 3'10'00" £ 245.29' 18" RCP 1350-0~ 3"35'58" 511.00' 32. 10' 18" RCP 1350-D 9'10'.24" 511.00' 81.81' 18" RCP 1350-D N 16'30'00" E: 63.42' 18" RCP 1350-D 41'30'36" 22.50' 16.30' 18" RCP 1350-D N 86'50'00" W 4.25' 18" RCP 1350-D~ N 86'54'34" W 26.25' 18" RCP 1350-DA AWATER-nGHr JOINTS REQUIRED, SEE PROFILE HUNSAKER &ASSOCIATES 5 A /, 0 ! !: G 0, 1 t~ C f'LAN~lNC 9707 \N4ples Street [:-.!GlN!:.tR.:NG San D.ego, Ca 92121 SURVEY1NG i-JH(858JJ5B➔500• ~x(esa)s5B-·1414 N'LY PROPOSED SIDEWALK CONTINUES ON SHEET 5 AT STATION 19+00.00 ALSO SEE DWG 429-'l' 12" WHITE LIMIT LINE W/ "STOP" PAVEMENT LEGEND (TH£RMOPLAsnc) REMOVE BARRIC4DE -"' " ':\: <::, - TC = CL+0.06' UNLESS OTHERWISE SHOWN --, -,. -' 4 xxY ve o H+2s:so r WI E:L= 5.35.38 ~1=2.00%, G2,p:9/,% -, QR!f,INAL G80tl/'/O QVER CENTERLL/lf.C .. I !§; • ·_ ·~ . '. ' //~.24 Lf I)" PVC WI 4-2 "NO OUTLET" SIGN Rl-1 "sTOP" SIGN W/ DOUBLE: STR£IT NAME SIGN 88 87 " t:; "' ~ -§: ~ -!::: !::: -r,.,.~,...._-r:: I "' ,.. "' -""· .; ~fOoi l;j i;j <cl 1,,J">"-_,,, ... ~-i-i-i-i-+ i-II c, o ~ a ---..... ------ s s ~ "' - '3 lll :ii i--- ;.. 13 ::; ;.. "' ~ 12 i--- s :--' -+ -:· -:. ; -. · ·. FWISl'(ED ·SUl!lf"Aef .. · · OVE'Rf CE:Nrf:RLINE •· 88 ~ ~ i-- i _J. -i:l ~ ~ C gi "' i--"' ..., -'-' 86 ff. 1i1 <ti "' i-"' 1/l -i!l " " ... "' i-~ "' -- s . . "'§: ..., c:, ..: "' "-i- ~(3 "' -..: 0) i-"' - . . .. r ;__ -) - ' ' '!if 13+00 ~ §: i;l ~ ~ t,; Cl ..: ll'J co ..:to "' <:, -..., ;.1; i-4-i-- t-'),..., "'">~ --<>--(j s ' --' 14+00 le 83 If ,.. c; C, "' '-' i-..., 1 "' "' --1 <Ji 0, . &'! ~\j: ;? 'O "> ,,; :21: <i is "i ~ ... ;/: ...... -. . . REMOVE: [l(ISTTNG /" AV ---f=tt-, y· Ill -:1 I': 91 ENGINEER ft;haft. ~tl DA V/D A. BLALOCK RC£ NO 62891 EXP. .4/1 ,, 6 -r , .. ;;.L_ • vi) ' 'l ' Ii! ·~ ~ EXISTING IMPROVEMENTS PER DWG 429-'l' OF WORK ot!D1!02 6/30/08 DAT£ VWD NOTE.· N£W STREETS SHAU BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLAnON OF THE PUBLIC WATER OR S£WE:R SYSTE:M. VALLECITOS WATER DISTRICT Approved By: d/4 Date: ___ ~_7'_J_·_o_? ______ _ s -§: --;: Cl <,j ~ ~'O -§: .... -1-i--1-- o,<:> -"' "' ~~ <o --d .; -., <:,"' "' <ti -1-- ~:,.. -1- ~?j "' "' -i-"' °'!.: <, ff. -19 1-1, c,~ zo ~ <cQ.. "' ~~CI ~>--j Q~ ... ~"'' ~~ "'"'<~~ ~ it' '5lli! -00--0::: ~ Ill ~ <cl <ti C, -~ i-i-.., ..., --..., - 21 S/T/O CALIENTE BENCH MARK DESCRIPTION: U.S.C. It G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON. LOCATION: ELEVATION: POINT LIES 8.5' EASTERLY OF /:ASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC o/&NJt/fiKJ.%l1'fi.1 ~~~-~tE"D APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL §: C, "' - d ::? ~ si g ::i I;; ff. ff. 23 "AS BlJILT" RCE -------·-··· .. EXP. __ REVIEWED BY: INSPECTOR 82 DATE DATE I ' I ' --_ -1-- -l .. l I l --1 ' ' ! 15+00 81 r. -550 . -' --. -; - 540 I ..... 530• . _,_ ---. - I '-••11 ---- I I 1 • _-·1· . --l-1 . r L --1 - ! --_ f- - -i t PROFILE "C!\.LES ::, ... '· ' ·1 "=4C' t HORIZ. VF-~T. 1"=8' ~ ""--------- 40 80 120 I ' SCALE 1'• 40' V. If. D. "AS-BUILT' !-----~====------DATE ______ 1 (SIGNATURE) ____ ...,DccA,,.Vl,::Dc..ccA.'--=B-=LAL=O-=C'-'K ______ P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-.:m-oo DISCIPL!NE R.C.E. IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 SHEETS 13 ~----+--+------------~·· --------+------+--+---+----! :==-=-~=--=----c:-: .. =.-===~==::~"===="F"=======i APPROVED DAVID A HA~ DAT£ ENGINEER OF WORK DATE rN!TfAL REVISION DESCRIPTION OT/i£R APPROVAL OA TE INITIAL CIIY APPROVAL /JFPUTY CITY ENG/NE£R RCE 33081 £XP. OWN BY•--~ Cr/KO BY.-L<.:f RVWD BY.- PROJECT NO. CT 05-15 ... , ''''' ., . ----·--,.,, .. ---446-5 ;: \057~ \&[ng\JMPRDVEMENTS\O571IBO6 ciwg[ '.?."/~J 1.Jun-O7-2OO7:12'44 W.0. No. 2352-125 V.W.0. 207-228 071382 BIN : ·•TOPQF CfJR!t T { J BE"ARING/DELTA 1 N 16'30'00" E 2 47'JO'OO" 3 N 31•00·00· IV 4 90'00'00" 5 N 59'00'00" E □ BE:ARING/DELTA 1 N 16'30'oo· E 2 4,30•00· J N 3roo'oo• w 4 23'3J'26" 5 137"06'52" 6 2.3"33'26" 7 N 59·00 ·oo • £ 8 N 59•00 'oo • E 9 go•oo·oo· 10 N 31·00'00· w 11 23'37'56" 12 7"57'56" 13 N 16'30'oa• E ( J BEARING/DELTA I N I 6'30 •ao• E 2 13'53'26" 3 .JJ' 36'.34" 4 N 31'00'00" W 5 N 13'42'51" E 6 N 59'00'00" E ( ) BE:ARING/DELTA r N 16'24'49" E 2 N 7'20'59" £ 3 N 24'08'10" W 4 N Jl'OO'oo· w 5 N 13'42'51" E 6 N 59'00'00" E ----+ . -r ---T CENTERLINE DATA RADIUS LENGTH REMARKS 23.17' 300.00' 248.71' 86.83' 50.00' 78.54' 62.75' CURB DATA RADIUS LENGTH REMARKS 23.17' 6" 1YPE G C&:G 283.00' 234.62' 6" TYPE G C&:G 58.87' 6" 1YPE G C&G 63.00' 25.90' 6" TYPE G C&G 57.00' 131:i.41' 6" TYPE G C&:G 63.00' 25.90' 6" 1YPE G C&:G 34.79' 6" TYPE G C&:G 62.75' 15• 1YP£ G C&:G .33.00' 51.84' 6" TYPE G C&:G 81:i.83' 6" TYPE G C&G 317.00' IJ0.75' 6" 1YPE G C&:G 317.00' 44.07' 6" TYPE G C&G 23.17' 6" 1YP£ G C&G VWD WATER DATA RADIUS 311.00·~ 311.00·~ LENGTH REMARKS 23.17' 8" DIP Cl-350* 75.40' 8" DIP CL-350• 182.43' 8" DIP CL-350* 102.41' 8" DIP Cl-J50* J2.96' 8 • DIP CL -350* 78.56' 8" DIP CL-350• • WITH POL YITHYLENE WRAP PER DETAIL ON SHEFf 3 ~ USE 9' PIP£ LENGTHS (BELL &: SPIGOT) WITH J' DEFLECTION VWD SEWER DATA RADIUS LENGTH REMARKS 35.65' a• PVC SDR-35*• 70.69' 8" PVC SDR-35., 71.71' 8" PVC SDR-35" 108.36' 8" PVC SDR-35•• 40.07' 8" PVC SDR-35•• 84.56' 8" PVC SDR-35•• •• GREEN STORM DRAIN DATA 0 BE"ARING/DELTA RADIUS LENGTH REMARKS 1 48'29'24" 22.50' 19.04' 18" RCP 1350-D 2 N 73"30'00" W 5.75' 18" RCP 1350-D : -i - HUNSAKER & ASSOCIATES ENGINEER SAN DltCO, I\JC. PLANNING 9707 W<tph:b Street ff_J fl B l.&.f £NG1N[lR!NG :>an Diego, Ca 921[} DAVID A. BLALOCK S\JRVEY!I\C PH!858)558·4500· l X(85S)J58•1414 RC£ NO 62891 EXP. OF WORK CJ./al{o2 6/30/08 DATE ,· i'-·_ --_--'--- ! · ·1so.oo' vc o+ 16+Bli.oo• • Ptti, Et':-_ 4t;.7:J2 .. . .. ; d-- i-.. ll1 i I - ' -. '"'-+,-,+.c=~_;c.c..:c-'-"''-"-'---"f'-'.-"---.+-c4'c--c-c---'ic"--,--.-c'Gsc1=""J.90%, G.t,=➔1,[Jr..,; .. ~ __ -_ t _____ , -'" 10.69< LF •. a-·pt(;c··· ti J.$01f 15+00 24 81 \IWD NOTE; NE:W STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE /NSTALLA TION OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved By. ~/4 --,·--,,. !!:~ ~i -.. :s.. " ~·· ;".¢> It "' f tl): . ...... .-i--· -1 . · FINISHEa siJRFACE,;;. ... . OVER, CENffflllNE I ........ q, . . . --.. . . 1 .·,.· 11·°',, ;,;,i .. , ..,.F'~r_,.·:::--.· . . . rq",15o --t . :-' - -,·-='£--:·-:t~,,· ~""~· .• --_:); . 77 78 36 SIT/O CALIENTE BENCH MARK DESCRIPTION: U.S.C. &: G.X. BRASS DISC STAMPED "K302., 1935' IN CONC. MON, LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, I 33' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "rL23011'AND "rl13825"AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD ANO LA COSTA AVENUE. ELEVATION: 5.33.39 NGVD 29 MSL .· ! 1 -.. -'·- 19+00 "AS BUIL'f" RC£ tXP. RFViE WE/J BY: INSPECTOR . ---: - DATE DATE 750 PRESSURE ZONE ' --_I -- ' . . f. l . ORfGll!IAL GR( · ' OVER. C~ ' « ! ! . ' -! 20+00 , \J 4'\10 1 ~, 74 \) .. ' -----, ---j -- :TQP,DF . LtFTCU&B ,_- 3 . ,4,:.,,i., . --":-~CTt1 - ' ; -:· --i • . A Ai!) . --------~v --·-- - - - oti .i1;f~u .i .. L.. I 1 .... 1 -•• ! ·.· -' . "' ' ' P.,Hf · · ·v"1"T--. _, . ------J •25;91y ·.t/2~ · 12.95'· l • j i ' • .. , ----------➔ l PHOJ<'lLE SCALES ( ) 1 J . ( ) INDICATES f/ELD Elf.V. . . . • {] 11'•[/Jlt;ATES Ef.£11.. FffOM REFEf/ENCE DRAWINGS 40 80 12G -- ' SCALE 1'=40' HORiZ. VERT. 1"...:;::!jQ' V.W,D. "AS-BUILT' 1------r.=.==c~-----DATE _____ _ (SIGNATURE -----"D"'AV"-'l"'D-'A-"-._,B,:,LAL=O:..=Cc.:K ____ P.E. N0.1 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R. C.E. ... ············-------------+---t----t---+----; DATE ENGINFFR OF WORK REVISION DESCRIPTION DATE IN!Tl/1! DA TE INITIAL OTHER APPROVAL Cl rY APPROWtL D#N BY, CHKD BY-.iiJ;r": RVWD BY· C,vf' PROJECT NO. CT0S-15 DRAWING NO. 446-5 R \0571\&Cng\IMPROVCMCNTS\0S7:1B07 ciwg[ :275JJun-07-2007:12:L6 w.o. No. 2352-125 V.W.D. 207-228 071382 BIN : 1 ............... i j -· -L -, ·-L ,-- -----! -- l I • i I 1 1 l-- 1' l. --j- ' --i J t J . . . -i ··--:1 -.. ' .. T --- - -;_ - F!NfSHEirsiJRfi',fJE OVE:R C!NTERLINE ' --------~ - -I "' ' --i 750 PRESSURE ZONE ' ----' - !- ' : - -. - ----1 - - ... . ' ;. . ---'-'--'~='-;!'Jt ,_-C-:-<'.J __ h~2;=:~ i - -- CENTERUNE DATA I 1 BEARING/DEL TA RADIUS LENGTH REMARKS , N 89'25'00" W 71.87' 2 55·00·00· 200.00' 195.48' 3 N 34'35'00" E 182.42' 4 N 55'25'00" W 20.00' CURB DATA D BEARING/DELTA RADIUS LENGTH REMARKS 1 82"02'56" JD.OD' 42.96' 6" TYPE G C&G 2 N 89'25'00" W 28.20' 6" 7YPE G C&G J 56"0D'oo• 182.00' 177.88' 6" TYPE G C&G 4 N 34'35'00" E 73.44' 6" 7YPE G C&G 5 28'11•45• 100.00' 49.21' 6" TYPE G C&G 6 N 6°,3'52., £ 49.93' 6" TYPE G C&G 7 208'2/ '10· 38.00' 138.18' 6" TYPE G C&:G 8 N 34'35'00" E 182.42' 6" TYPE G C&G 9 55·00·00· 218.00' 213.07' 6" TYPE G C&G ro N sg·zs'oo• w 28.15' 6" TYPE G C&G II 82'02'56" 30.00' 42.96' 6" TYPE: G C&G ( l 1 2 J f--· 4 5 ) 1 2 3 VWD WATER DATA BEARING/DELTA RADIUS N 89'25'00" W N 69'07'54" E N 44'29'39" E 9•54•39• 200.00',.. N 34'35'00" E LENGTH REMARKS 74.68' 8" DIP CL-350• 132.63' 8" DIP CL -350* 6.33' 8" DIP CL-350• 34.60' 8" DIP CL-350* 219.19' 8" DIP CL-350• • WITH POLYETHYLENE Wl<'\P PER DETAIL ON SHEET 3 -USE 9' PIPE LENGTHS (BELL & SPIGOT) WITH 3' DmEcnoN VWD SEWER DATA BEARING/DELTA RADIUS N 89'41'02" W N 69'07'54" E N 34'35'00" E HUNSAKER PlA\lNlNG ENGINEERING SURVEYl\lG & ASSOCIATES 97W Waples Street San Di1-go, Ca G2121 PH(858l558·4SOO· FX(fl'i8}S58-1414 LENGTH 84.41' 122.66' 239.86' REMARKS 8" PVC SDR-35'* 8 • PVC SDR-35** 8" PVC SDR-35•• •• GREEN ENGINEER 9::J1t1i~t&~L __ DAVID A. BLALOCK OF RC£ NO 62891 EXP. 6/30/08 L -· f -__ ,, -L 10+ 10.81= -j 12" WHITE LIMIT LINE W/ "STOP" PAVEMENT LEGEND (THERMOPLASTIC) CL INT 10+00.00= 16+06.51 SIT/0 CAUE:NTE 55+56.72 MH NO 7 PER VWD S-1 15+95.90 smo CALIENTE 8"x8"x8" Fl. TEE & TB 3EA~8" FlxPO GV'S 1£4~ 1o·xs· REDUCER ~ ~-~ W14-1 "DEAD END" SIGN VWQ NOTE;; 10+00 24 NEW STREETS SHALL BE CONSTRUCTED TO SUEJGRADE PRIOR TO THE INSTALLAnON OF THE PUBLIC WATER OR SEWER SYSTEM. 26 11+00 R1-1 "STOP" SIGN W/ DOUBLE STREET NAME SIGN 35 34 t /(lei <.>5 • 0, "' ;. --ij - 28 0, -~ II'. i, "' CORTE ALTURA -"' + "' ;I'- ci\ 87 -• • I - - • • <rokor 10_ QIP·· . __ . 13+00 14+00 32 33 til --"' "' + + "' \i> <0 '«I -"' 29 28 -,re: : . . . 55:s.}3 . " -_ · --. ---•· · . ~-. . . ! .... .-,::c:l"I; 1' ·---_ q;:JtJ~_ -i-.-l -- 15+00 43 14+67.63 o MAIN 2 AV PER VWD DWG W-3 ·i---lP. 3 t+so.02 cps 4 4 - END CAP & T8 PER v'WlJ W-16 32+11.39 cos -_ r- 0 40 80 120 ----- PROFILE SCALES Vic RT. 1 "-40' 1 "-=8' .ii -----c:SCALE 1'• 40' V. W. D. "AS-BUILT' !-----~====------DATE ______ 1 (SIGNATURE) ____ _:::D,_,_AV,_,ID::....,_A,,_. -=Bc=LAccL~O~C~K ____ P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E. CITY ()F CARLSB1\D ~ £:NG/NEERING DEPARTMENI l__l_:_j 1---------+------1-------------------+-----t----1i----t---1 ~------------=~_::::~~---_-_-_----:_--:--:.--:_.-_-_-_-_-_--:-__ -::' ___ ~ 1-----------L-..,...---------------r---------------i---_-_1_;-_-~I-----=======··--------------+-~-+--+--! VALLECITOS BENCH MARK "AS BUILT" IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 WORK Of./4,/pz DATE WATER DISTRICT DESCRIPTION: u.s.c. Jc G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN /~ ,/ BERM LINE ON RANCHO SANTA FE ROAD, By: _~/&d4.J 133' NORTHERLY OF ELECTRIC · TRANSMISSION LINE POLE MARKED 'Tl.23011" AND "TL13825" ANO Approved Date: __ __,b::_"c..:'/ t=----="~1c._ ____ _ APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD ANO LA COSTA AVE:NUE. ELEVA710N: 533.39 NGVD 29 MSL 1---+--t-------------------t----i---··---·-+------; APPROVED DAV!I) A. ~ ? j._J. RC£ ____ EXP. DATE l--------+--+------------------t---t---t---t------1 I-D-E_P_U_lY_C_ilY_E_7_,G_·1N-E"''E.cR=.,:R=,C£,"_'-c3,c,3boc,a""1==-:£:-X,::P:-. -~-l)~fi lnRc_;:;'Y/-;;E;:;W-;;_£:;D;--;:B;:;Y:~-------------7---+---f-------------------+------'f------lf-------f----1 DATE INITIAL INSPECTOR OAT£ ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCl?IPI JON OTHER APPROVAL CITY APPROVAi OWN BY:_~- CHXD BY: il#'. RVWD BY: h'if' PROJECT NO. CT0S-15 DRAWING NO. 446-5 R,\O'.,/; \&lng\lMPRCVEME\-S\0571IB08.ciwg[ 1275--~n 08 200710,42 w.o. No. 2352-125 V.W.D. 207--228 071382 BIN : i -'----- ( 1 BEARING/DELTA 1 N 59'00'00' E 2 7'57'00' J N 66'57'00' E 4 T12'00"' 5 N 59·45•00• E □ BEARING/DELTA 1 N 59'00'00" E 2 N 66'57'00" E J r12·00· 4 N 59'45'00" E 5 N 59'45 '00 • E 6 7'12'00" 7 N 66"57'00" E 8 7'57'00" 9 N 59'00'00" E \ ) BEARING/DELTA I N 59·00 ·oo • E 2 N 59'00'00" E 3 r57•00· 4 N 66'57'00" E 5 rr2·00· 6 N 59'45'00" E l j ' i ' j ' - _ _r-J I I j J. -1- 1 l ! ·--_, - - ; -------------. - L_ I I l CENTERUNE DATA RADIUS LENGTH REMARKS 161.92' 200.00' 27.75' 196.24' 200.00' 25.13' 38.96' CURB DATA RADIUS LENGTH REMARKS 98.10' 6" TYPE G C&:G 198.24' 6" TYPE G C&:G 183.GO' 23.00' 6" TYPE G C&:G 38.96' 6" TYPE G C&:G 38.96' 6" TYPE G C&:G 217.00' 27.27' 6" TYPE G C&:G 196.24' 6" TYPE G C&:G 183.00' 25.39' 6" TYPE G C&G 161.92' 6" TYPE G C&G VWD WATER DATA RADIUS LENGTH REMARKS 157.10' 8" DIP CL-350• 4.06' 8" DIP CL-350* 200.00· 27.75' 8" DIP CL-350• 195.48' 8" DIP CL-350* 21 r.oo· 26.52' 8" DIP CL-350• 38.96' 8" DIP CL-350• • WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 l i i -. -,. ! I ---,---i t-- r ----1 --r ! ! T I --, ___ :. ---➔ - ' I ! _j I ' ! • --- - j - l- j_ I ~ USE 9' PIP£ LENGTHS (BELL & SPIGOT) WITH 3" D£FLECnON VWD SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N 59'00'00" E 145.10' 8" PVC SDR-35** 2 N 59'00'00" E 29.72' 8" PVC SOR-35•• 3 N 66'57'00" E 222.72' 8• PVC SDR-35,. 4 N 59·45•00• £ 51.54' 8* PVC SDR-35., •• GREEN STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 43·45•42• 22.50' 17.19' 18" RCP 1350-D 2 N 59'00'00" E 56.12' 18" RCP 1350-D 3 7'57'00" 211.00' 29.28' 18" RCP 1350-D 4 N 66'57'00" E 166.22' 18" RCP 1350-D 5 N 15'27'19" W 26.48' 18" RCP 1350-0 6 N 66'57'00" E 25.02' 24" RCP 1350-0 7 T/2'00" 189.00' 23.75' 24" RCP 1350-D 8 N 59'45'00" E 38.96' 24" RCP 1350--0 HUNSAKER & ASSOCIATES ENGINEER SAN Di EGO, INC Pli\NNINC 9707 Waples Street frfq, Btt,.,f fNCINEERl\iG San 01ego, Ca 92121 DAVID A. 8/ALOCK SVRV[Y1NC PH(858)J58-45DO· rx(858)558·1414 RC£ NO 62891 EXP. · TOPOF· ··t.ur CURB --~ ---'. . . 0 -540'-. c:! ~· W[ i . ' i -' -.-\ -1 /- sia-•--•-1 ! ,_ 1·-· r - ' . -.. : TC = CL+0.06' UNLESS OTHERWISE SHOWN I . . I . ,~~;: 2~ Q.10(!-= .J'CE$ · i0P-OF,·=--+.+. ~~~-'c,--f,~--f=,C---'-+: .+. ~---'-~---'-~'+-'l'---'-"~-"=-,c=-'--'-'--'--ayiQ'.:rCD . ·. RtGr-ff; f!/Ul?B ' . OF WORK OJ/J:Jik:)7_ - 6/30/08 DATE VWQ NOTE: -1----- -_, -• --• "1 - ' s "'~ "' -~ ... <::, .... "' ~ .t,. c4 <cl ! ~ (,() (0 " +-+ + ~t3 ~ "' Ci-"' "' "' 88 If'. NEW STR£ETS SHALL BE CONSTRUCTED TO SUBGRAD£ PRIOR ro THE INSTALLAnON OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved By: ~/4 ________ G p/~·-,,_2 Date: -. --" . -- 1. . ! i ! -; _- _ _, -------+. I . ·-l . - -' t --,_ .. . .. l _l__ 23+00 SITIO CALIENTE BENCH :t\1ARK DESCRIPnON: U.S.C. & G.X. BRASS DISC STAMPED "1<302 .. 1935" IN CONG. MON. LOCATION: POINT LIES 8.5' EASTERLY OF £ASTERN BERM LIN£ ON RANCHO SANTA FE: ROAD, 1 JJ' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "Tl.23011" AND "rl..13825" ANO APPRC/X/MATELY I .2 MILES NORTHERLY OF THE INTERS£CnON OF RANCHO SANTA F£ ROAD AND LA COSTA A VENUE. ELEVATION: 533.39 NGVD 29 MSL . t=· t,t' . ' 24+00 "AS BUILT" ' RCE ____ ----~--. EXP. ··-- REV/EWE:[) BY: INSPECTOFI 750 PRESSURE ZONE t·----·- ~-___ _, ----· ·--· --·-· -------- f·"". DATE r-----------. --'"" .. ------ - DATE INITIAL RE'I/SION DATE ENGINEER OF WORK DFSCRIPTION 40 0 ----f- -_. : -:_~ --~--i:: ·-· .. -~ -.--. ~ • L --- . FiNJStiED. .SI.Ii/FACE:, OVER S1:0RM MA/If . -. - , (} INDICATE$ FJELD ELIN. . . . .. ·_ . . . ' f] 1ND1Ct,ft$ i:'fp;. FROM-Rdri<ENCE DRAWINGS 40 8C 120 i j ! ·1 i _, _____ -. PROFILE SCALES HORIZ. VE'<T. 1 "-.;'..'.)' 1 "~8' SCALE l"'= 40' V.W.D. "AS-BUIL'l" (SIGNATURE} DATE DAVID A. BLALOCK P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.E. I SH;El I ----~-------,--- _:H[~TS I "-"' ,--~ CITY OF CARLSBAD [NG!NELRING DCPARTM£NT ·-. -., .. -·--·---·-' . --~ ----.. -- IMPROV[M£~, I PLANS FOR: . ---. . -LA COSTA OAKS NORTH .. BUILDER IMPROVEMENTS ·--·· -NEIGHBORHOOD 3.3 . -··--·--"'" 061Z£:L::TE I APPROVED DAVID A. HrJ.E~ At ---· --. ·-·-.. "., ·- . ----DEPUTY CIIY ENGIN[ER RCC: :J3QeJ EXP. . ----............ "' ----....... , __ ---. - -.... ~-. DWN BY: __ . PROJECT NO. DRAWING NO. DATE !NfT!Al DATE JNmAL CHKO BY:· _J¼.:f"_ 446-5 CT0S-15 RVWD BY: f°> vf' OTHtR APPROVAL CITY APPROVAL R.\CS 71 \&Eng \:MPR: VEMENTS\057 lIBOcJ.ow;[ 1275JJun-07 -2Cl 7:1 r':'.·1ll w.o. No. 2.352 125 V.W.D. 207-228 071382 BIN : . . ' -. . ---"-· --- 0 BEARING/DELTA I N 31•00•00• W 2 24·59•00· 3 N 6"01'00• W 4 1J'12'00" 5 N l'lt'oo• £ □ BEARING/DELTA 1 90•00·00· 2 N 31'00'00" W 3 24·59'00• 4 N 5•oroo· w 5 73•12'00· 6 N 7'11•00• E 7 16"34'35" 8 N 9"23'35" W 9 213"09'10" 10 N 23'45'35" E 11 15·34•35• 12 N 7'11'00" E 1.' 13'12'00" 14 N e·o1·00· w 15 24·59•00· 16 N 31"00'00" W 1, s2·os'oo· 1 1 BEARING/DELTA 1 N sroo·oo· w 2 24•59'00• J N e·o1·00· w 4 73·12·00· I -i ' I t I t CENTERUNE DATA RADIUS LENGTH 71.21' 200.00· 87.21' 187.94' 600.00' 138.23' 114.25' CURB DATA RADIUS LENGTH 30.00' 47.12' 24.21' 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' 134.08' 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' - - - I - REMARKS REMARKS 5• TYPE G C&G 6" TYPE G C&:G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&:G 8" TYPE G C&G 6" TYPE G C&:G 6 • TYPE G C&:G 6 • TYPE G C&:G 6 • TYPE G C&:G 6" TYPE G C&:G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G REMARKS 10" DIP CL-350* 10• DIP CL -350* 10 • DIP CL-350* 10" DIP CL-350* -'!if r ltl I " ' ·-.. ·®%. ~ • he" . ~ : ......•. LEFW 1CIJRB ' l . TOP 0F .... · RJGHT; CURB, - ----r - ' i ' . . -l ' 10+00 Rl-1 ·srop• SIGN W/ ----.. DOUBLE STREET NAME: SIGN CL INT to+oo.og=smo CALIENTE MH NO 1 PER VWO S-1 9+96.94 2 80 PER \/WO DWG W-1 9+89.00= 21 +57. 10 SIT/0 CALIENTE B"x8·xs· FL TEE & TB 3£A~B • FLxPO GV'S 1EA~ 10"x8" REDUCER . I . ·--·1 - l 11+00 12" WHITE LIMIT LINE W/ "STOP" PAVEMENT LEGEND (THERMOPLASTIC) -If!.~ "' ~ -.... ::i:-"£ 71 ~J, '«> "' --~ "' ..,: - f,s ~~ -"' ..: r,., ft al ;!; -~~ 63 ..,: . ..,. lll + + c:, C, -- -~ f:.l ~ ~ -... :;,i 1.:l co + "' -i2 + --g -+ -- 121 OPEN SPACE s 14 13+00 "' ,I, ~ ... 15:J: ~~ ;:j"'1 i.,:: c:, :,,~ I cSt!J ---o.:: "~ •.--.. ------ ------- ff. ?:.. .. '° "' "' al 121 OPEN SPACE ' [!2 co "' + "' - s 5 N 711'00" E 145.41' 10" DIP Cl-350* W14-1 "DEAD END" SIGN ( } I 2 3 • WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 ~ USE 9' PIPE LENGTHS (BELL & SPIGOT} WITH J" DEFLECTION VWD SEWER DATA BEARING/DELTA RADIUS N 31·00·00· w N e·o1'00· w N 7'11'00" E Pl ANNING E~GINEER!NG '.:>'JR.Vl:Y!l\.G HUNSAKER & ASSOCIATES Silt-: JIEGO, !hC 9707 Waplt's Street San Daogu, Ca 92121 PH(858!558·450D· fX(858}558·1t.14 LENGTH REMARKS 115.52' 8" PVC SOR-JS•• 301.67' 8" PVC SOR-35** 193.67' 8" PVC SDR-35" •• GREEN ENGINEER OF frlaMU DAvi!JA. BLALOCK ... RCC NO 62891 CXP. 6/30/08 WORK PJ/o.1iflz DATE nYQ NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Approved SITIO COLINA BENCH MARK DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED "K 302., 1935" IN CONG. MON. LOCATION; POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, I.JJ' NORTHERLY OF £:LECTRIC TRANSMISSION UN£ POL£ MARKED 7L23D11 • ANO "!L13825" ANO APPROXIMATELY 1,2 MILES NORTHERLY OF THE INTERSE:CT/ON OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. ELEVATION: 53.J.39 NGVO 29 MSL "AS INSPECTOR 14+00 ~ ~ ~ (f'i -"' "' r,., c:, "' "' "! ... -,:; ti ~ If} " 0) ,j; ..---... ,..J + ~ ---G ! BUILT" 750 PRESSURE ZONE l . .. ·-·-'" ' --l . 1G1NAL · roP·dF · • .···f_£F1' CU~B . --' --· ~----- j. •:·_j·oi£'R: •= • r ff. ~!t & f.j ,;. :s :t l:; ~ ~ "l ,;. :t . ·. I 69 f:c! '(j " ! i -f ·:i . ' ! . +···--·-~ , ·-. ·l. : : _;_ ---. -· .,, . ·· · ··· · p,2,.Wlf · ' . ... ' ---·· - 15+00 68 fl ··11 -1 . 1 16+00 67 -·-1 ----t ---l-. I I -T ' PROFILE SCALES . , () lf:/DICATES F!ELD 'ELF:V, ....... : . ; .. . . . .. . .. ·1 J ii/Diet,. rlfs {{tfv. FROM RUERENCt DRAWJNOS -10~ Z. : VC:R-. : '" 40' I . ' 1 "=8' ----· -• ---- 68 41+30.32 CDS 41+39.46 CDS tJl'i 16+0/J.84 6+10.8 MH NO 23 64 S-1 41+49.97 CDS CL 12 DWY 16+30.00 END CAP & TB PER \IWD W-16 16+28.50 @ MAIN 2 AV PER VWD W-3 40 0 120 SCALE l' = 40' V.W.D. "AS-BUILT" -----~====.------DATE _______ , (SIGNATURE) _____ D,,.A..cVc.clD'-'-A~B~lA~L=O~C~K~----P .E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E. ' SHEET I CITY -OF CA.RLSBAD I SHf~TS I ----------..---+--+--+----! • 10 ENGINEERING DEPART.\.1£1/T IMPROVEMENT PLANS FOR: i---+--+-------------············· . ---·1-----+---1-----t---; LA COST A OAKS NORTH BUILDER IMPROVEMEN"fS NEIGHBORHOOD 3.3 APPROVED DAVID A. DATE DATE DATE !NiTIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C/fY APPROVAL '< \0571 \,cog\IMPROVEMENTS\0571lB10.ciwq[ '?7:il.J.,,--JB-200 /,!J,<9 w.o. No. 2.352-125 V.W.D. 207-228 07138 BIN : -/---➔ 1 ' i -. J J -j J l i CENTERLINE DATA f I BEARING/DEL TA RADIUS LENGTH 1 N 5!1'45'00" E 300.56' CURB DATA □ BEARING/DEL TA RADIUS LENGTH 1 N 59'45'00" E 47.79' 2 N 59'09'34" E 97.01. 3 N 59'45'00" E 68.48' 16~34135"' ' ' 4 100.00· 28.93' 5 N 43"10'25" E 50.00' 6 213'09'10" 38.0()' 141.37' 7 N 76' 19'35" E 50.00' 8 16'34'35" 100.00' 28.93' g N 59'45'00" E 68.48' 10 N 59'45'00" E 47.79' VWD WATER DATA \ l BEARING/DEL TA RADIUS LE:NGTH 1 N 59'45'00" E 86.79' 2 N 59•45•00• E 220.96' VWD SEWER DATA < ) BEARING/DELTA RADIUS LENGTH 1 N 59'45'00" E 97.79' 2 N 59·45 ·oo· E 169.71' 3 N 80'44 '25" E 32.02' STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH 1 N 59'45'00" E 106.29' 2 N 59'45°00" E 197.05' 3 19'28'50" 90.00' 30.60' HUNSAKER & ASSOCLt\ TES SAh D!EGO, INC l'LA;..JN!NC ENQNE[R!NG SURVEYING 9707 Waples Slr€et San Diego, Ca 9Z1t1 PH{8S6)S'i8·4SOO· FX(85!l}SS8·1414 ' ' I ! REMARKS REMARKS 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 5• TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G REMARKS a• DIP Cl-350• 10" DIP CL-J50" REMARKS B" P.-V SDR-J5•• e• P.-V SDR-J5** e• P.-V SDR-35*• REMARKS 24" RCP 1350-D 24" RCP 1350-D 24" RCP 1350-D --' ___ -_'. - ENGINEER OF' WORK f);J "i 13JJ,./_ DAVID A. BLALOCK RC£ NO 62891 EXP. 6/30/08 01,/01/02 DATE L -- --f I [ ' ' I f--- -j- --r- --1---t ' I ' ·r-- TC = CL+0.06' STA 24+50. 00 TO 24+97.79 l F l-- l-. . . - --. '' 4().00' 'i,e ;, 25+~4a · · · ' · PVI £l= 523 0JJ • · · . . · a1-'-1 W%i G2.:..:.4 62:r. _: -:--: . ~, . t. "" :'":.: ,. : .. 1 L ---j • I • • • i , ·__ ·: . r · ORIGINAL GR();;) : OVEfl C£NT£RLI . ----, -. · FIN/SHEi!/ St!RF'.40£ · (?VER CtNTERUNE • j ! j 1 ' t . I . . . . lTQP1fJF -_-f_ 750 PRESSURE ZONE ' ' ·-· --··--. ·1 · .•. l . "'"' -. ·r;,:~"' .,., ' ' '!.?.;- ' --. . . - -. . . . . - -.. -. -' . '. -_-:·1 · ··:· --. L I ' ' ' ----t - .J ' I '~IGHT cum I ' ' i PROFILE SCALES ' · · i. · 1 r itr,o CALIENTE! i 1 , . i HOR!Z. • • ·=40' ,,,,,,., .. ,,.1:...=.~=·j·r'-cc""'C....""-"-".-..c,_j_c,c_c_=c...c-=2"''"",1.i-c',J,,.------------'------------------~"'=·.J1.:.·;."':':-''.J'_·.:..:.=----------~-=;;;·:-·llc;:•~-'--'--_;__-'----_L_Lcc.:_.c.':.c'.c.··..J.·C:,·.c.,,cc'.c.cc:.c:.c:.c:.c:.c:.ccc:.c.c.:.c_·JLi-'J.CC:.CCC'-~--·-f_)~J-~N_'rg~;~%!{:.f.:~_:c_8c_£Fi_·.E_'R,_t._'N_c~lt-D_,1?A_,_WI_N_a._s_·il:_v_'L_<_l,_• ___ ·_"_=_s_·...., 25+00 26+00 27+00 28+00 vWD NOTE: Nf:W STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALJ.ATION OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT Aoproved By.~~L.~4:__ __ _ 58 59 "§: " " ... c:, ... ... :li "' ~ N ., i--i-+ ~d ... ~ "' II i:l te. 8 gi ., ~ gi 8 ~ {j - "'§: "' z (j tj ., ,., --g ::i " -~ 1ci 1.0 Q {,() I.'\} ~ "' ~-" f<) g~ "' i--+ ~ l.f) to + i-Cl) "' + ;. ;. i-;. Cl) ~ ... <3 ... (Q -,..J (0 (C C, "' ... "' tj "' "' ...... " -<o .,,. ;. ~ 53 ff ~ "' ,I, SITIO CALIENTE BENCH MARK ,, 1-\S BUILT" DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. LOCATION: POINT l/f:S 8.5' EASTERLY OF EASTERN , ___________ _ BERM L/Nf: ON RANCHO SANTA FE: ROAD, '. 133' NORTHERLY OF ELECTRIC ELEVATION: %NJf/1~1°1to Ll'ifi_ 1 '1l//ir~llffED APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE: ROAD AND IA COSTA AVENUE. 533.39 NGVD 29 MSL RCf: ____ EXP. HE.VIEWED BY: INSPECTOR gi {j ~ :Ii + ~ f;J i;l "' {j §: 8 ~ c:, Iii 1:l ... <:i i--~ ~d <\I ... 54 DATE DATE " - 5l !E &l 'i' "' ;:t; ll; ;::~ :li ti oi ;!: i-+ 27+88.36 -"' 87+06.10 SD CONNECT TO EXIST TYPE 8-2 INLET, REMOVE CMP RISER & 25 LF OF 24• RCP -;;!,:g 8 "' ~, {j -Cl) IQ ~~ ~ .... ~ 0) ti K C) C, ...;: @ ;t; i-"' "'"~ rt • "' "' DATE JNJTIAL fX/ST/NG 20' l'WD EASE:Mf:NT Pf:R DOC. NO. 2006-0104870 REC. 2/13/2006 40 80 SCALE 1'=40' V.W.D. "AS-BUILT' !------====...-------DATE _____ _ (SIGNATURE) 1 ____ __,D::.A:cV:::ID._A:.,·c..::;BLA=::Lc;;O;.C'-'-K _____ P.E. NO,: _6,,.,2o,B,,,9cc1 __ MY REGISTRATION EXPIRES:_ 6-30-08 DISCIPLINE R.C.f:. SHEETS 13 ---------+---+--11---+--; C[] -CITYE:NG~!RiN~Dt~~~~AD' DATE : INITIAL IMPROVEMENT PLANS FDR: LA COS1'A OAKS NORTII BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 APPROVED DAVID A. H DEPUTY CITY ENGINEER PROJECT NO. DRAWING NO. ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAi. DWN BY: -::.=-- CHKD BY: pK RVWD BY: G,\J'P CT05-15 446-5 R:\(l'.1 /'. \U_ no\_ MP~UVf_ Mt: N -S \05 71IB11 o wg: 1275JJun-08--2007=:C SO w.o. No. 2:352-125 V.W.D, 207-228 071382 BIN : 0 I 2 J □ I 2 3 4 5 6 7 8 I J f 2 J ( ) I 2 3 BEARING/DELTA N 67'JO'oo· w 3/15'00" N 30'15'00' W BEARING/DELTA N 67"Jo'ao· w 37"15'00" N 30"15'00" W 90·00'00· 90•00·00· N 30°15'00" W 37"15'00" N 67'30°00" W 81:ARING/DELTA N 67" JO'OO" W 37'15'00" N JO"IS'oo• w BEARING/DELTA N 64'36'07" W N 47"58'22" W N 31°D5'01" W ' : . . ·514;- ·5'10· , -:-.--·:: ., .. ~.: • ; --__ ,. . ; <-----_, --- . tB· 'i/C/?N28.25.tff . 0 1;45% · · <1.100.,_4,7 CP.>' VJO(J=,8,2 l'l'S. 0 CENTERLINE DATA RADIUS LENGTH /JI.SJ' 300.00' 195.04' 137.36' CURB DATA RADIUS LENGTH 34.56' 317.00' 206.09' 87.36' 33.00' 51.84' 30.00' 47.12' 89.36' 283.00' 183.99' 34.56' VWD WATER DATA RADIUS LENGTH 29.56' 311.00' 202.Hi' 126.36' REMARKS REMARKS 6" 7YP£ G C.&G 6" 7YP£ G C&G 6 • TYPE G CJ&G 6" TYPE G C&G 6" 7YP£ G C&G 6" 7YP£ G C&G 6" TYPE G CJ&G 6" TYPE G C&G REMARKS 8" DIP CL-350• 8 • DIP CL -350• 8" DIP CL-350• • WITH POL YETI-IYLENE WRAP PER DETAIL ON SHEET 3 ~ US£ 9' PIP£ LE:NGms (BELL & SPIGOT) WITH 3' D£FL£CnON VWD SEWER DATA RADIUS LENGTH REMARKS 78.20' 8" PVC SDR-35** 106.40' 8" PVC SDR-35., 176.58' 8" PVC SDR-35'* ""GREEN STORM DRAIN DATA :"top. OF ui:Ft. CURB Rl-1 ·srop• SIGN w/-- DOUBLE STREET NAME SIGN 49 -.... ~o -""Cl CO ~--'t ~ .Ac>'t. si•:..,., ,:z "' .. \\ -i~: \)'I'= . \\\ '\ 12" WHITE: LIMIT LIN£ W/--... "sTOP" PAVEM£NT L£G£ND (THERMOPLASTIC) "' '\. i ,,. \.,. V , ' ·,-:s."· Z"h\' 17+04.15 CONN£CT TO EXIST 8" PVC SEW£R CL INT 16+51.00= :n+02.08 smo CORAZON 16+02.19 BEGIN CL DATA ~\ 48 I ; "' /',NISH@ $/.)RFACE · OVER C£NTJ[RDNE \): "< '.li' ··.-f.. ~~T. ,--;-'-,--,.. .--;-. ,.-. T. ~"-"'-'""i"',,- ·~ ~•~· . · . _: · c· -1•.-D/f' 47 ff. 46 ff. 46 If:. ~ " -~ f:J -.., ; ., t "' ~ ;,' " "' :g "' "' c:, ,-.; k:/ "' + ., «i ~ C, N ": ~c:, ~-::. e. .. ,-.: ~ "' + K ., J; -'.";' -., + -"i 1:)/ <o + :.. + + --+ i:'. ... <o -"' "' ., "" t3 Ill) "' Ill) d +" O> 'P ---"' "' ----... 22 ts - s . .. .. ',., s "' . -'--~.;..,:.. ,-.; --" . t...t0.0 ·-ct s 6Z ff. iti "' <o + ;:: TC = CL+0.06' UNLESS OTHERWISE SHOWN ;rapLOF ; l- l---- . I·· • j " ' J- ~! .. . C, ~"" '<i + ... "' "' + ....... (3 ~ s 44 · 11.,,B,FJ 01.JREJ • --,_ .' . . +51() 20·1-66.12= 25+4 7.19 SIT/ + MH 'D S-1 • --12 • WHITE: LIMIT LIN£ W/ "STOP" PAVEMENT LEGEND (TH£RMOPLASTIC} 1/4"'12./Jli . ··• t.:· m Ii · . ,~9% .. 0 520-3 · ·~·· " 4 i j l i ~C 8C ----- SCALE 1'• 40' 120 · 101,11. VERT. 1"=LQ' 1 "--8' 0 81:ARING/DELTA RADIUS LENGTH R£MARKS 17+06.66 TYPE 8-5 CO RI -I "STOP" SIGN W,/ DOUBL£ STREET NAME SIGN I 2 N 22'JO'ao· E N 22'30'00" E PLMNING ENGINEER!NC SURVFYJNC HUNSAKER & ASSOCIATES 9707 Waples Street S2,n Diego, Ca 9z-ltl PH\65&)558-4500· FX(858)558-1414 26.25' 4.25' 18" RCP 1350-D 18" RCP 1350-D ENGINEER OF' V\IORK fri.tlB~~l~'.'ls---aAvw A. BLALOCK RCE NO 62891 EXP. 6/30/08 04101/01 DATE CORTE FORTUNA \!WO NOTE: V.W . .D. "AS·-BUILT' -----~=="™,,_-----DATE ------I (SIGNATURE) -----'D"'A-"'!/'"IDc...ccA~. ~S=LA~L=O~C~K _____ P.E. NO.: ~6=2=8~9~1 __ 1 MY REGISTRATION EXPIRES: 6-30-0B DISCIPLINE R.C.£. --.. · ····-·---+---t----+--!---J' SHEET I C lTY OF CARLS B A.D ·· ··· --------------r---.,---,--, ] 12 ,_ __ F:NGINEERING_DEPARTMENT 1----+--+---------------~ .......... I----1---,----1 SHEETS 13 NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYST£M. ~=~\/;:.:.:4.::.LL..:.£,:=C::.:../Ti::.:.:0..:.5:.._J_--,, ___ B_E_N_C_H_fvi_A_R_K--,----,, A_S_B_U_I_L,~r'~' ---Lt:::"__=--1=~~-l=-=--=--·-·-=·····-=······=~~~----r--~-..---, IMPROVEMENT PLANS FOf?: LA (~OSTA OAK"i NORTil BUILDER IMPROVEMENTS NEIGHBORHOOD 3.3 IAtA TrR D/STR/CT DESCRIPTION: u.s.c. & c.x. BRASS DISC STAMPED V VI""\ I C , I I "KJ02., 1935" IN CONC. MON. LOCATION: POINT LIES 8.5' £ASTERLY OF EASTERN ./ BERM LINE ON RANCHO SANTA F£ l?OAD, By: ~"'ifv~~-.,______ 133' NORTHERLY OF EL£CTTI/C "" TRANSMISSION LINE POL£ MARKED "TL23011 • AND "rl13825" AND Approved APPf/OXIMATE.l Y I .2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA F£ R0/10 AND LA COSTA AVENU£. RC£ ___ _ EXP. ____ _ REVIEWED BY: ELEVATION: 533.J:il NOVO 29 MSL I-IN_S_'P_E_C_TO_R __ --------- DA/E DA TE JNl!JA!.. DATE ENGINEER OF WORK DATE !N!TfAL DATE fNiTIAL frl:Y!SION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED DAVID A.fl:2"#-.__ .... DEPUTY CITY ENGINEER RC£ 33081 EXP, 06/30tt~~ DWN 8'f: ~~~-­ CHKD 8Y: iP,;'"'"L.c-- RVWD BY· Glf'. PROJECT NO. CT0S-15 OF/AWING NO. 446-5 f.(, \0;5 71 \&.EnG \ I V:r'"<'OVEMENTS\0571IB1.2.clwg[ 1275JJun-U !-?OC /:13:i 7 w.o. No. 2352-125 V.W.D. 207-228 071382 BIN : J J ···_\ .. ; ------r --- L L - ; CENTERLINE DATA BEARING DELTA RADIUS LENGTH REMARKS 1 N 4'26'25" W 1.66' 2 57'41'25' 200.00' 201.38' J N 53'15'00" E 100.54' 4 15·12·00· 300.00' 79.59' 5 N J8'03'00" E 313.20' 6 1s•33•or 1000.00· 271.43' 17 18 HUNSAKER & ASSOCIArfES ENGINEER OF SAN D:EGO, il-C. J.8 If ~ [§; l€ 1--c, ~ ., ~ <o -1-~ (:S 118 °\VORK t5 If f J.4 Iii; ~-,., tis C, ~~ + ~~ 11'7 118 VWQ NOTE: NEW STRE£TS SHALL 8£ CONSTRUCTED TO SUEJGRAJJE PRIOR 7V THE INSTALLA T/ON OF THE PUBLIC WATER OR S£WER SYSTEM. VALLECITOS WATER DISTRICT Approved By: P~ 19 "i ! 119 EXISTING SI.Ti • COO O PER DWG '429:.-7 .· FOR SII)ffALK, I)l:IMl'WAY, AND I ..• PF:DEStru.AN RAMP ;C 1.fsmuc'!'lON MLY '. ---,. . . ., . . " ' ---: ' 12 11 le 10 If 11:l ~ o; ~ ... + :g "' ~ -+ ~ ~ 120 llJ O)~§. oi ~ "' lll"' "' "' ~ ~~ ~~ + + ~d ~d EXIST AVENIDA SOLEDAD SEE DWG 429-7 0) -.: " ;t; "' EXISTING SITIO CORAZON PER DWG 429-7 FOR SIDEWALK, DRIVEWAY, AND PEDESTRIAN RAMP CONSTRUCTION ONLY 1 !J ft_ ll If 0) l;.'J "' ~~ ~ §. ~ " ~Q 0) ~Q ;t ....:co ;t: ,.: "' "' " "' <»-"' "' ---+ -1--1- ~d ~rj ~d ---............... . _ j I ' J_- 7 t .,~ ~Q ..,c ~ " <o ~ -~ <o IO~ " + + ~<3 .,, ~cj "' + -1- t!il ~ fl!. ff. i ' -J ' --·r ~1--------'---~j i -r -} I; BS 40 0 40 PROFILE r--"ORIZ. VERT 80 SCALES V.W.D. "AS-BUILT" (SIGNATURE) DATE ------1 ____ _,,D.,_,AV'-'!:::.D..:.A.:c._,B,.,LA~L=-=O:.::C.c.:K ____ P.E. NO.: 62891 MY REGISTRATION EXPIRES: 6-30--08 DISCIPLINE R.C.£. ___________ -_····_---_------+----1-----1-------+----l~ ,c_r_TY--" 01:,, CARL,SBAD 1 511f~rs ~ _ ENGi,VEER/NG DEPARTMENT i '--·-....J --------+-----+----1----+-----1 ! IMPROVEMENT PLANS tOR: BENCll MARK "AS BUILT" -------+---+---1i LACOSTAOAKSNORTH DESCRIPTION: u.s.c. & G.X. BRASS DISC STAMPED !----+----+-----------------+---+----+---+-----1, BUILDER IMPROVEMENTS "K302., 1935" IN CONG. MON. 1------+---I-------------4--~1----l----4-· --i NEIGHBORHOOD 3.3 LOCATION: POINT LIE:S 8.5' E:AST£RLY OF fASTt:RN · -t---1-----------------+---. -W!.s11tr!iJ!fLJ:;r:!JffflK: ROAD, R-,C--E--_-_-_-_-_-_-_-_--EX_P_______ OAT[ ,_ _____ ...... --------------------1-----1----l----+---! i APPROVED DA~~ A<i!c~8ld "7/,1./o., I C--A/L~P.lL 6 / il.2JOII" ANO il.13825" AND -----------------i---__j---1----------------:o£PUTY CITY £NGINE"'-ER~=R=C£=3=3=□=8=1 ==EX=P=_~l2~1:l't..,i'3=Q==ll=l2=ll=1=JA="=E! PtANNINC 9707 Wap!e; Street ~ ___ =--{)t. {2( 07 APPROXIMATELY 1.2 MILES NORTHERLY R/YIEWED BY: , .. ENGINEERINC sac D""'o, c, 92121 D·'"?D A. LALOCK Date: __ ..,~e:._•L/.,a°,l~•:.,o"'-'-7:____________ OF' THE INTERSE:CTION OF' RANCHO 1-----l---f--------····· ------------+---+--+---+--···· DWN RY, ..... --~--PROJECT NO. ; DR 0 '"',',VG NO .• , "" DAIE ---SAI-ITA F'E ROAD AND I.A COSTA AVENUE. DATE !NIT/Al DAT£ INITIAL DATE INITIAi ",..,.. i nm . . .._ ___ "_'•_v~_.,_NG_,_'H_w_s,_)5_~_.,_,o_o_,_,:_"_aj_½_"·_,._,4 ______________ .:::R:C:£::N:0::6:2:8_9:.:l:::L_~:x:P:.::6/:_3:_o:y,:_o:_8::_::_::_::_::_:: __ ::_::_::_::_::_:_:_:_:_:_.:_:::_::_:.:_::_::_-_ _.._:-_:-_:-_:-_:-_:-_:l_:£.:::l:·E¼.:..:::::~:::~TT::::0::N:-·~·::::-:::5:-J:J.:::_·_J:-9:~_N.:::G:::vo::::_;:::2:~.:.·:::~M:::~s:::::L::::-::::-:::-::_-::_-::::.:::~-l~N:S_P:£:C:72(_)~R:_·--::_-::::_-::::::::_-_-::::::_-_-_-::_-::::_~~¼:/_E:·:::::~£:N:G:/_N:,_C:£_R:~o_ .. :F_~_w:a~R::K_l::_-_-:::::_R:=£ __ ~_:,_s:1=0:N __ :_D:=£::S::C::R:_1_P::l_··=1~c=J_N:::::::::~-~--~~--r:H_:·~"_R:::-A:P~P:_R~O-:~V,_'A;_l=_1~=-c~-ITY~:~A:_p:p:~R-~O~¼:'A_~~(:~~:~:H=K_=g:_::;=:_-'al!~--l"""'--:··:,Jf'::;~~~~::.::.::~=;~c~:T_::~0~5~:-:1:5~=::.::;;~l::4:=4.::6~.~-=5~:;::~!~~ R,\0571 \&En,J\lMPRI iVl Mt\" S\0571JB13.dwg[ 1275]Jua-07-2007,[3,18 W.O. No. 2.352-125 V, W,D. 207-228 071382 BIN : j }