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HomeMy WebLinkAboutDWG 429-7; CT 99-04; LA COSTA OAKS NORTH NEIGHBORHOOD 3.1 & 3.3-3.5; 01-25GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CIT'f OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CrrY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONS/8/LIT'f FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIT'f ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CIT'( ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CIT'( OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR cACH OCCURRANCE OF LIABILIT'f. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'i\" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CIT'( AND OTHER APPROPRIATE AGENCIES. STREET NOTES /. 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 MECHANICS,ON THE PREPARED BASEMENT SOIL. THE 'R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" T'fPE. 3. ALL UNDERGROUND UTILITIES AND IATERALS SHAU BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE 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 SOR 35 SOLID WALL PIPE. ENGINEER'S NOTES I. NEIT/-IER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR S/-IALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ENGINEER'S NOTES (CONT.) IO. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGUIATIONS. I I . THE CONmACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE Tl-IE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING T/-IAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH Tl-IE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUT/-IORITY. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSmUCTION 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 ANO /-/OLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON T/-1/S 12. PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF T/-IERE IS ANY QUESTION REGARDING THESE Pl.ANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 558-4500. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ANO MAINTAIN A SIGNED SET OF THESE Pl.ANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID Pl.ANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID Pl.ANS SHALL 8£ CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF Pl.ANS. 4. RESOLUTION NO. 5020 DATED SEPT. 5, 2001, AND NO. 5022 DATED SEPT. 5, 2001. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY GEOCON, INC. DATED, AUGUST 3, 2001, UPDATE LETTERS DATED 6/14/05 & 7/20/05. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM £/R 98-07. 9. VALLEC/TOS WATER DISTRICT STANDARD DRAWINGS ANO SPECIFICATIONS FOR CONSTRUCTION OF WATER & SEWER. 10. STORMWATER MANAGEMENT PLAN FOR LA COSTA OAKS NORTH NEIG/-IBOR/-IOOOS 3.1, 3.3-3.5 PREPARED BY 1-/UNSAKER DATED JULY 22, 2005, 11. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF RECLA/MEO WATER SYSTEMS. 12. STORMWATER POLLUTION PREVENTION PLAN: 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK I 3. RETAINING WALLS, IF S/-IOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED J 4. BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. PREPARED BY: HUNSAKER & ASSOCIATES , WOID NO. 9 37C335747, DATED MARCH 24. 2005 . 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DcADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN OF THE CIT'( ENGINEER, NOTED WITHIN THE REVISION BLOCK, APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. APPROVAL ON THE 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERT'f OF THE C/T'f UPON BEING SIGNED BY THE CrrY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE C/T'f. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CIT'( EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED 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($) SHALL BE IMMEDIATELY SUBMITTED TO THE CIT'f ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSTRIICDON MEFTING $HAI I Bf Hf/ Q AT THF SITF PRIOR TO THF BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(4.38-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH[ DAY BFFOR[ TH[ INSPFCDON 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 THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CIT'( ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAOE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CIT'( ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTARI /SHFD RY THE GONSTRlJGTIQN SAffIY ORDERS I/Tl F B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, QPERAT/ONS W/11 CEASE IMM[DIAT[I Y ANO THE PERMITTEE WILL NOTIFY THE CIT'( ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHOR/I'( FROM THE CIT'( ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET cACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CIT'( HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CIT'( ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREITS AS A RFSUI T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CIT'( ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UT/LIT'( STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A rTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT/LIT'( FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SOG&E (800)660-7343 SBC (800)892-0123 ADELPHIA COMMUNICATIONS (760)43B-7741 COX COMMUNICATIONS (760)806-9809 CIT'( OF CARLSBAD (STREETS & STORM DRAIN) (760)434-2980 VALLECITOS WATER DISTRICT (SEWER, WATER & RECLA/MEO WATER) (760)744-0460 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D. 3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PIACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PIAN PER SDRS DWG M/9. 9. ALL SURVEY MONUMENTS ANO 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 BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. STREET LIGHTS PROPOSED BY THIS PLAN ARE PRIVATE. THE PR/VA TE STREET LIGHTS ARE OWNED ANO OPERATED BY THE HOA. PRIVATE MAINTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHMENT PERMIT, PR 03-123. "DECLARATION OF RESPONSIBLE 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 RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 10179 HUFNNFKFN'i A VF CITY, ST.: SAN D/FGO CA TELEPHONE: (858) 558-4500 BY: ~L-,r,-M.-14'.:;},-Rc-lN-,.,;t.._ _______ DATE: __,qd,.,..fa_,:>_, ___ _ P.E. NO.: RC£ 48670 EXPIRATION DATE: ~6~/.~30=/,~0=6 _______ _ 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, 2001. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 397-1F, 368-2, 368-28, 419-6A, 392-9C. CITY OF SAN MARCOS DRAWING 4415 & 1674. OWNERS / PERMITTEES REAL ESTATE COLIATERAL MANAGEMENT COMPANY, A DE/AWARE CORPORATION 1903 WRIGHT PLACE SUITE 180 CARLSBAD, C4 92008 (760} 929-2701 PROJECT LOCATION 397-IG, TC GB BVC EVC VP/ BC EC HP LP FL DWY FS PRC ST. cc CB PUE 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS 15. (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 16 · 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, T/-IERE ARE NO OT/-IER EXISTING 17 · UTILITIES 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 Pl.ANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE Pl.ANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REP/ACE ITEMS REQUIRED TO REMAIN IN Pl.ACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL 8£ 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 S/-IOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. LEGAL DESCRIPTION THE SOILS REPORT ANO ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PIAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. CONTRACTOR SHALL SUBMIT AN AS-BUILT PIAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HANO HOLES ANO SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE 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 OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. ENGINEER'S STORM DRAIN NOTES ' . 2. 3. 4. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE 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 OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. STORM DRAIN PIPES DESIGNATED AS HAVING THE 1-/GL AT OR ABOVE THE PIPE SOFFIT SHALL BE CONSmUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR} COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C361, AND C443. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STEEL THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI. FOR VELOCITIES EXCEEDING JO FEET PER SECOND, USE fc = 6,000 PSI. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP. BEING A SUBDIVISION OF PORTIONS OF PARCEL MAP NO. 10179 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DE/GO, JUNE 27, 1980 AS FILE NO. 80-204502 OF OFFICIAL RECORDS, AND PORTIONS OF SECTIONS 29, 30 AND 32, TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, ALL IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. LEGEND OF ABBREVIATIONS TOP OF CURB RT GRADE BREAK LT BEGIN VERTICAL CURVE TW END VERTICAL CURVE PCR VERTICAL POINT OF INTERSECT/ON MVC BEGIN CURVE CL END CURVE BW /-1/GH POINT N T. S LO w POINT GTE/ . FLOW LINE RP DRIVEWAY £OP FINISHED SURFACE POINT OF REVERSE CURVE CDS STREET. ~gp CENTER OF CUL -DE -SAC KNU CURB PUBLIC UTILTIY AND ACCESS EASEMENT RIGHT LEFT TOP OF WALL POINT CURB RETURN MODIFIED VERTICAL CURVE CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONC~ETE //2~ STORM DRAIN KNUCKLE STAT/O~NG ~ 1R(JfbS/0Jt1, ,,f~:,1.iliiiLJi;[~ ~ /., ./ \'\'>' vvj'_;.;\(2 pOINSETTIA CITY OF SAN MARCOS \I PROJECT '?/'I'E THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 223-011-02, 223-011-03, 223-011-07, 223-011-08, 223-021-08 AND 223-021-11 SHEET INDEX NOTES AND LEGEND S/-IEET 1 SHEET 2-3 S/-IEET 4-1 8 SHEIT 19-22 S/-IEET 23-25 r...-.J• \r,; ¼:,~ ,;> ,:3tle! 7~ iii/ NO.C-48670 \;'J f.xp. 06-30-08 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1978 E 6268 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF KEY MAP ANO SECTIONS IMPROVEMENTS PR STATION DESIGN SIGNAL PLAN VALLECITOS WATER DISTRICT N. T.S. ____ .:..:RA:..:.Yc::M'-'O"-'Nc::cD_cL=.•_cMc:.AR=Tl.:..:N ____ P.E. NO.: _4=8~6~70~_ DESCRIPTION SUBDIVISION BOUNDARY RICI-IT OF WAY LINE PROPERTY LINE EASEMENT LINE TRENCH RESURFACING A.G. PAVING/BASE 4 • AC/6" AB (MIN.) 6" TYPE G CURB & GUTTER 8" TYPE 8-1 MEDIAN CURB PEDESTRIAN RAMP TYPE ''.4 • CROSS GUTTER MODIFIED CROSS GUTTER LEGEND STD. DWG. *GS24 ••c-2 •••G-6 ••c-21 •••c-12 *GS-10 ••c-9, ••c-10 SYMBOL -------- CONCRETE SIDEWALK **G-7, PRIVATE STREET LIG/-IT 9,500 LUM (HPSV) ftl'Z Ff". Ol,-L\ STREET CENTERLINE MONUMENT EXISTING STORM DRAIN •••£-1, **E-2, **M-21 **M-10 STORM DRAIN 12" PVC STORM DRAIN 18" RCP STORM DRAIN 24" RCP STORM ORA/N 36" RCP STORM DRAIN 42" RCP STORM DRAIN 48" RCP HEADWALL HEADWALL ENERGY 0/SS/PATOR CONCRETE CUTOFF WALL CURB INLET TYPE "a" CURB INLET TYPE "B-1 " CLEANOUT TYPE ''.4 N CLEANOUT TYPE "8" CATCH BASIN TYPE "F" SEWER MANHOLE, 4' I.D. W/3' DIA. OPENING & 3-PIECE LID (VJ.IV) SEWER STATION EXISTING SEWER MAIN (VWD) 0-30 D-34 0-41 ••s-10 •••D-2, •os-1 ***0-2, *DS-1 **D-9 ,.D-10 ••0-1 8" P. V.C. SEWER MAIN s-12•••• (SDR-35, GREEN) (VWD) SEWER LATERAL (VWD) 4' L.6:re.R;>.L-O!l-4~w1=. :'.:>·-'1 ~""'" 8" RECLAIMED WATER M~VC) (CMWD) EXISTING WATER LINE 8" WATER MAIN (DIP) (VWD) i~W.¾~~~ GATE VALVE (VWD) ••••W-14, W-16 FIRE HYDRANT ASSEMBLY WITH MARKER (VWD} ****W-4, W-5 ENO CAP ASSEMBLY (VWD) 1 • AIR VAC ASSEMBLY (VWD} 1" WATER TEST STATION (VWD) 2" BLOW OFF ASSEMBLY (VWD} ****W-16 ****W-2 ****W-1 *W-4 --~ ---- - ~--~-= ~-= -0-- 120+00.001 -----5---- -----s----- --® -Rw- ----w---- ----W ------· ~FH -' 80 'j' 2" RW IRRIGATION SERVICE (CMWO} 1" WATER SERVICE W/ 5/8" MITER& THRUST BLOCK (VWD) TR/PL REGISTER(VWD) ****W-6 ••••W-15 1983 (NAD83), GRID BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS AND EXTENSIONS OR ENLARGEMENT OF FACILITIES The Owner of the project designated __________________ _ 1cM:.Y~R.:::EG:::l::'..ST'.'.:RA:'.:'J~IO-:-N~E::X::Pl::R::ES:::=~6§:3~0~06~~D;;;IS;;;C;;;IP;;;LJ;;;N;;;E;;;;;;;:R::.c=.E=.=:!....--, 12" WHIT(£ LIMIT LINE, "s)TOP" PAVEMENT LEGEND THERMOPLASTIC IE: N 04"55'39" W REFERENCED BEARINGS FROM OTHER DOCUMENTS/OE.EDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STAT/ON has reviewed District Ordinance No. 115, Adopted November 1, 1995 ond agrees that the project: CARLSBAD ARE DEPARTMENT TRAFFIC SIGNAL PER SEPERATE DWG# 368-28. REQUIREMENTS: DOUBLE STREET NAME SIGN W/ Rl-1 SIGN 147 IS 0.99993947. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. !RI is not eligible for o reimbursement agreement. D is eligible for a reimbursement agreement and: NUMBER OF F.H. '5--1.Q_ F.FLOW.1.5[)f)G.P.M. 0/JT o[.J_F.H. 's STREET SIGN (TYPE PER PLAN) **M-45 IMPORTANT NOTICE SECTION 4215/4217 OF THE GOVERNMENT CODE REQUIRES A 0/GALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FR££ 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG VALLECITOS WATER DISTRICT D will execute an agreement with the District. !RI will not execute an agreement with the District. Reimbursement agreements Signed by: ~=-------- Vaiiecitos DESCRIPTION: Water District BENCH MARK U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. 2 • I :r-,:,( Date BLDr;f SPRINKLED? )'fS_ l/0....1_ F.FLOW 1500 G.P.M. ,;RE M!R~ z.(9..~ BARRICADE **M-9 • CITY OF CARLSBAO/CMWD STANDARD DRAWING *' COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING *** AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS -· •••• VALLECITOS WATER DISTRICT STANDARD DRAWINGS ,.,n HUNSAKER & ASSOCIATES ENGINEER OF WORK Approved By:_~4< LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED '7L23011" AND "TL/3825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECT/ON OF RANCHO PLANNING ENCINEERl~G SURVEYING Sc\N JIEGO, ' N C. ·10'179 Hucrmckr.ns StreeT San Diego, Ca 92121 PH(858)558-450U· FX(858)551Fl4'14 Q L~ ,2/'7:/4, -~, MARTIN -~ RC£ NO 48670 EXP. 6/30/06 1/1TE Date: ---=r,~,r~J_~-_,_, _______ _ SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL DATE: INITIAL ELEVATION: ENGINEER OF WORK REVISION DESCRIPTION OTNER APPROVAL QUANTITY 116 S.F. 141,236 S.F. 7,512 L.F. 1,821 L.F. 11 £.A. 904 S.F. 2042 S,F. 37,948 S.F. 15 E.A. 19 £.A. 31 L.F. 346 L.F. 1,366 L.F. 1,026 L.F. 741 L.F. 422 L.F. 1 E.A. 3 E.A. 1 E.A. 10 E.A. 2 £.A. g £.A. 4 E.A. 18 £.A. 1 E.A. 48 EA. 5,848 L.F. 54 DI 633 L.F. '/,'55~~ L.F. ~!,;F 23 E.A. 10 £.A. 10 E.A. 18.-E.A. 3 E.A. 14 E.A. 1 E.A. 53 E.A. 30 E.A. 3 E.A. 5 E.A. 4 E.A. 9 E.A. DRAWING NO. 429-7 R, \0282\&Eng \IMPROVEMENTS \[MKS Nl,/\0282!B01.ciwg[ 1275F eb-08-2006,16,20 w.o. No. 2352-130 V.W.D. 205-687 BIN : '-------·••,,- . -I ' ' 070507 GlG i08 t--,,.! -1\--------·--========· ==· ·=· =-_ ..... ,' -' . --. -----~ . ' ', I ' I I ,I l ' I I • , I i I ' I I : ' I ' ' ' 1. I , I ' if ; i ' ' I ,] ' ' ' I I ·1 ! I I , 15-'-D ___ .::_c3DO SCALE 1'=150' ' J !~ !• ! i I' SUBDIVISION --- ' ' ' BOUNDARY OFESSJa I\Dl NO. C-48~70 &,.05-30-0I 450 I I LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY SHEET NO. FIRE HYDRANT PRIVATE STREET UGHT STORM DRAIN WA~R UN£ SEWER. LINE STREIT SIGN STREU NAME SIGN NEIGHBORHOOD 3.3 ·o A'ZO'N Sl'flO coi" 3.5 ------ 0 !XX) Q-<> --==fQl= J2. +· N. 3.7 N. N. 3.6 ' V.W'.D. "AS-BUILT' 3.4 N. 3.1 205 KEY MAP ,-,.,__ ~-,· ' 'S• '- "" F~=--===:,----srREa LIGHT J' 5' 7' STRUCTURAL SECnON BASED 20' 8" MEDIAN 6' TYPE G CURB CURB .t GUTTER 2,r 11' 1~• DIP WAIER (VIKI) J COVER (TYP) 5' 10 90' ROW PER FINAL MAP 10' 'MEDIAN CURB 8' PVC SEll(R f V>+V) 5' COVER (MIN. JO' 6' TYPE G 2% CURB .t GU ON FINAL 'R' VALUE(SEE STREET NOT£ 1. PG 1) SAN ELIJO (PUBLIC} STA 10+00.00-12+06.36 T.l.=6.0 4" AC/6" AB (MIN.) NOT TO SCALE --• _,.-..._ ... ELEVA no l:J.Alll......./" _ _..,,.--...., ... -... ~4-10+':SO.oo-1et-oO.o0 ,-,, ~• .t;.C./ o• ~ :t. N!> -:l\"'A 1~t-ooco-1'$+bo.0Cl"" +';:,cf l..'ct..b.oo {I_, bO J' 5' J' f.MIN. ~---'-....,...._-V...__,... ______ ~ ~=~:::::;--srREET LIGHT J' MIN~ J' 5' 7' STRUCTURAL SECnON BASED 20' 8' MEDIAN 6' TYPE G CURB CURB .t GUTTER ~ 1;r DIP WAIE~/VOOJ J COVER ( TYP1 10 90' ROW PER FINAL MAP 10' JO' ' MEDIAN 6" TYPE G OR CURB MOD. 6' TYPE G CURB .t GUTTER VARIES FROM -2" TO +4Jr • 8" PVC SEW/;,RfVOO) 5' COVER (MIN. ON FINAL 'R' VALUE(SE£ STREET NOT£ 1. PG I) SAN ELIJO (PUBLIC) SUPERELEVATION TRANSITION STA 12+06.36-15+06.36 T.l.=6.0 4' AC/6' AB (MIN.) NOTTO SCALE " ELEVAnON PER PLAN 2' -2~ HUNSAKER & ASSOCIATES SAN DII l'IANNINC 101/9 Huennekenl Sueet ENQNEfRINC Son Die&o, Cl 92121 SURVEYING PH(858)5S&-1500· FX(858)558-1-414 ' . i ' ' ' ,I j ' i l l ; ! 1 j :l ! j i § ___ _:.:RAc:;:i'M==-ON:.:.,D:...:a:LC-'M::cA.::;R""Tl:.:.N ___ p,E, NO.: 48670 CT] CITY OF CARLSBAD ~ ~ uy RE~1src•J ON EXPI 6 l----+---1---------------+---1---1--_ji----l ENC/NEf.RING DEPARTMENT S ~ r-----:-~'"~·~="~"~"l~~=R=E=S:==-=J0=-~0~6~::D::ISC=IP:::Ll::N::E=R=.C=.E=·=~-------.--.:....,..--------------J---+--+---------------=+--+===-+==t--=~ ,_; l----+--f----------------l---+---+--+------1 IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" LACOSTAOAKSNORTH IA/A TFR O/STR/CT DESCRIPTION: IJ..S.C • .t G.X. BRASS DISC STAMPED DEVELOPER IMPROVEMENTS YY.t"I I.,., I' 1(302., 1935' IN CONC. MON. ~ /-4 A L NEIGHBORHOOD 3 1 3 3 3 C ENGINEER OF WORK Approved By: -~4, LOCATION: POINT LIES B.5' EASTERLY OF EASTERN .,I"~ o'f;>/<Tl /06 , • ' . -,,.J rfs'I N'ff,§.H~%Lfgfll£/t/lM Fe ROAD, ~~~11"1~ DATE APPROVED GLENN T. PRUIM gr_ TJ/tfft',1fi~X0Ll'{_11Ji~~-Mtff!JEO ·~~a;o!.._ EXP. cx../~o;oo CITY ENGINEE~t5,~ EYPP9/30/011/,tu/.,°1ArE APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: t,0-euL--T OF THE INTERSECTION OF RANCHO ,-r-r-DWN BY: ---,C"C"'C,..--..1 PROJcCT NO. DRAWING NO. .o1Lrc4 L. MA Dote: ___ ~Z~"'-.,./_r:_-_11_, _____ _ I , ' ' ' ' ' SANTA F£ ROAD AND LA COSTA AVENUE. 1_L'./ .... ~~~,_.r....~•~•~•=~"i.,,.------"'lo.ti'# DATE INITIAL DATE INITIAL DAT£ INITIAL CHKO ar.~ CT 99 _04_03 EL£VATION: 5JJ.39 NGVD 29 MSL INSPECTOR (7 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. RVWO Br. 429-7 ci r--==~L.::::::::::=------===-----============:;~====================::::::::::===============::::::::================::::::::::::========~~~~:;;1J W.O. No. 2J52-1 JO V. W.D. 205-68 BIN : CM\. re~ /DATE 48670 EXP. 6/30/06 -----·-''----------------- I '. ' ' ' ~ ' ' 0 IIJ =e 0 G') l: i .,, ~ 1: ~ I\) ' 'P ; -...I I ) J H ! I ,I 11 I ' I :1l i I I J ll ,1 ,j 11 '! i 'r! ' I . I I i i I l i I r ! . I ' " ., • f I ; VALLECITOS WATER DISTRICT ,. ALL WAIER AND Sf:WcR UN/;$ SHALL B£ INSTALLcD ACCORDING TO TH£ CURR/;NT STANDARD SPcCIFICAOON$ DRAWING$ AND APPROVcD MAIER/Al. UST OF Tl-I£ VALl£C/TO$ WATffi DISTRICT FOR TH£ CONSTRUCTION OF WAIER AND S£11£R FACllJTI£$. . 2. WAIER LI~ SHALL HAI/€ A MINIMUM COV£7l' OF JS· INCHES. SDVE:R UNES SHALL HA V€ A MINIMUM COV/;R OF' 5 FEIT. J. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGcNCl/;S 48 HOURS PRIOR TO CONSTRUCTION. VALl£CITO$ WA IER DISTRICT. ............................................... 1-760-7 44-0460 COX COMMUNICArtONS ......................................................... 1-800-227-2600 S.D.G.,!,€. .... ., ........................................................................ 1-800-227-2600 PACIFIC BEll ......................... : .............................................. 1-800-227-2600 UNDcRGROUND SERVICE: ALcRT. ........................................... 1-800-227-260() ,f,. IT SHALL BE THE RESPONSIBILITY OF TH£ CONTRAC R TO V/;R/FY TH£ LOCATION 1 OF ALL SUBSTRUCTURES. WH/;THcR SHOWN ON THE: PLAN OR NOT, AND PROIECT : THEM FROM DAMAGE:. TH£ ACTUAL LOCATION AND DEPTH ALL £XIST/NG ,llo\lER AND , S£11£R UN/;$ /$ TO 8£ Vf:RIFIED B't' TH£ CONTRACTOR A AN't' DISCREPANC't' IS TO , B£ BROUGHT TO TH£ Am:NTION OF' TH£ ENGINIIR OF' w; RK FOR CORRECTION AND I THEN SUBM~D TO TH£ DISTRICT FOR APPROVAi.. ' . . . 5, NEITHER TH£ ENGINEcR, 0 WNE:R NOR TH£ VALL/;C/TO WA IER DISTRICT SHALL B£ ; ~NS/BL£ FOR TH£ cNFORCcMENT OF SAFIT'f STANDA OS. 6. A PRECONSTRUCTION CONffRENC£ Mff:TJNG WITH VA C/TOS WAIER Dl$TRICT , . P/;RSONNEL SHALL BE HELO A MINIMUM OF THREE (J) RKING DAYS PRIOR TO , . CONSTRUCTION. 7. A SIGNED SIT OF IMPROVEMcNT PLAN$ DOE$ NOT I l't' THAT CONSTRUCTION MA't' , .. BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WA IER DISTRICT cNGINEcRING ' DEPARn.lENT. I ' 8. ANY PROPOSED CHANGcS IN Tl/£ APPROVcD lf,IPROvtMENT PLANS MUST BE REVl£WED AND APPROVF;D BY THE DISTRICT PRIOR TO THE INSTALLA T/ON OF SUCH GHANG/;S AND TH£ CHANGES SHALL B£ SHOWN ON TH£ IMPROVEMcNT PLANS, '. 9, IT SHALL 8£ 11-1£ RESPONS/8/UTY OF Tl-Iii Dc1/El.OPER TO MAINTAIN AT ALL rtMcS ON TH£ J08 SIT/; AN "AS-BUILT" RcCORD OF ALL WA~ AND SDVE:R MAINS AND I APPURIENANC/;S INSTAUED UNDER HIS CONTRACT AND PROVIDE: SAID RECORD TO TH£ : /;NG/NEER AT 11-1£ COMPLETION OF' TH£ ,CONTRACT. TH£ NG/NEI;R SHALL PROVIDE: TWO , (2) BI..U£UN£ SITS OF "AS-BU/LT'S" TO Tl-/£ DISTRICT PRIOR TO TH£ WAIER AND '. SEWcR SYST£1,1 BEING PLACED INTO ScRVICE', ANO A FINAi. "AS-BUILT" MYI.AR AS A . CONOIOON OF ACCcPTANCE: OF TH£ WAIER AND SEWER SYSIEM, ' 10. ALL CONTRACTORS WORKING IN THE: PUBLIC-RIGHT'S-<)r-WAY SHAU OBTAIN A ' SEPARATE: f:NCROACHMENT Pf:RMIT OR EXCAVATION PcRMIT fROM Tl-/£ ROPRIATE: AG£NC'(. ·. INSPf:CTION OF ALL WORK IS REQUIRED. FORTY-£"/GHT (48) HOURS ADVANC£ NOTICE: IS · REQUIRED FOR NSPECrtON. NO WORK SHALL BE: PERFORMED IN THE PUBLIC ' RIGHT-OF-WAY ON SATURDAYS, SUNDA rs, Oil LEG<\!. HOLi DA rs WITHOUT TH£ EXPRESS · PF:RMISSION OF TH£ DISTRICT £NG/NE:£R. . I · 1 r, UNLESS OTI-IE:RWIS£ SHOWN, SE:Wf:R LATl;RALS ANO ,llo\Tffi SERVICES SHALL BE ' RI.IN PF:RPF:NOICULAR TO TH£ MAIN. • I 12. ALL ,!lo\ IER UNcS SHALL BE DUCTILE IRON PIP£. CLA!jS JfjO, OR AS NOIED. ALL , FITTINGS AR£ TO BE: PUSH ON, UNLESS OTHf:RWISE SHOW/f OR APPROVED BY TH£ : DISTRICT l:NGINl:ER. ALL SDVDl UNcS SHALL BE BELL ANq SPIGOT SDRJ5 PVC PIPE'. : OR AS NOTED. , . -• I 1J. Tl-I£ CONTRACTOR SHALL IEST HIS L/N/;/1 AGAINST HI$ OWN BLOCKING AND NOT : Ar,AINST DISTRICT VAL Ve$. i I 1 ~. 1./PON CONNE:CTION OF THI: NE:W WAIER SYST£M TO .Tf/£ DI/STING SYSIEM, ALL : VAL.Ve$ ON TH£ D<ISTING ANO Nl:W SYSIEM SHALL B£ OP{::.RATEO ONLY BY DISTRICT · Pl:RSONNEL. TH£ D£VELOPcll OR CONTRACTOll SHALL NOT/('( DISTRICT INSPECTOR IN , WRITING A MINIMUM OF 6 WORKING DAYS PRIOR TO A P;r. NED SHUTDOWN. , 15. ALL A/3ANOONED SE:WE:R I.AIERALS SHALL BE CAPP£, AT TH£ PROPERTY UNE. ALL • A/3ANOON£D WAIEll S£RVICc$ SHALL 8£ Pll./GGE:D OFF A TH£ MAIN, ANO TH£ ,. CONNECTION SEV!:RED. /JAIL$ ANO Sl:RV/C£ SAOOL£$ OTHQi THAN BRAS$ SHALL BE: _ • REPLACED PRIOR TO Al3ANOONMl:NT. Rl:LOCA T£ EXISTING Eff:RVIC/;S AS 0/RECIED BY TH£ ' DISTRICT E:NG/NffR. 11 .. 16. ALL St;'Nf:ll LAIERAL$ DAMAGED OR MOO/A£0 OURINQ CONSTRUCOON SHALL B£ : REPAIRED IN FULL AS 0/RECIEO BY TH£ DISTRICT E:NGINEf:f?. 17. ALL /.AIERALS SHALL 8£ CONSTRUCIED TO A MIN/Ml(/rl -FOOT (5') DEPTH (T() TOP . OF PIP£) AT PROPF:RTY UN£ ANO SHALL 8£ CLfM OF' DR/\l[WAYs. ALL LAIERALS SHALL BE CLfMLY MARKED WITH AN "s" ON TH£ CURB N!D SHALL B£ SHOWN ON ••. TH! "AS-(JUILT" DRAWING$. I i : 7 B. PRIOR TO ACC£"PTANC£ OF ANY SEWcR UN£ BY THej DISTRICT, ALL MAINS SHALL 8£.AIR PRESSURf; TESIEO. FLUSHcO CLEAN I.IS/NG TH£ ]'AYNE:" B4LL ME:THOD, AND SHALL PASS A 51' MANDREi. THROUGH TH£ PIP£. ' . r · 19, Tl/If DISTRICT WILL NOT SUPPLY WAIER OR S£WcR !JF;RVIC£ TO ANY PROJECT 1./NTIL ALL PROVISIONS OF TH£ DISTRICT STANDARDS AND 1/JPROVEME:NT PLANS 1/AVC: •• BEl:N ME;r. ANO FINAL ACCF;PTANC£ OF Tl-/£ PROJ£CT 4 . 8££"N GRANTED BY Tl/£ . DISTRICT BOARD OF 0/RE:CTORS. I ' 20. IF MUE:RS ARE: /NSTALLcO IN SIDEWALJ<S OR OR/\l[W,'\ ~ MfilR /;KJXES SHALL 8£ . OVC:RSIZE:0, PF:R DISTRICT STANDARD DRAWINGS ANO APPROVED MATERIAL$ LIST. •• 21, RELOCATION OR £XIENSION OF ANY D<IST/NG ,llo\lERI kn,-R SHALL ME:AN , INSTALLATION OF TH£ M£1Ell AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIF/CATION$ AS DIRECTED BY TH£ DISTRICT AND P£RPfl</DICU/All TO Tl-I£ MA/NUN£ CONNECTION, I./NLES$ OTHE:RWISE NOIED, SERVICE: LAIE,W.S OTHER THAN COPPER . -SHALL B£ RcPLACcD TO TH£ MAIN. BAILS AND SERVICE: S(l,DOL/;$ 011-/E:R THAN BRASS . SHALL A~SO BE REPLACE:D. 11 22. WA!'f:ll SF:RV/CcS WHICH AR£ DAMAGED DURING CON!'ffRUCT/ON SHALL BE REPLACED IN FVLL WITH A COPPF:R SERVIC£ PcR 0/STRIC SPEC/FICA TIONS A$ 0/RcCIED : BY' TH£ (JISTRICT. I .. STORM DRAIN NOTES ' l' •·· , •. STOkM DRAIN PROFILES SHOW A GRAPHICAL RE:PR SENTATION OF THE: CALCUl-',TEO HG/. DURING THE: DESIGN STORM, AS REQUI/IEO Br THf: CITY. THf: CALCULATED HGI. CAN 8£ FOi.iND IN THf: APPROVE:0 STQRl,I DRAINAGc REPORT ON FIL£ AT TH£ omc£ OF TH£ CITY £NGIN££ff,. £NGIN££R IS NOT RE:SPONSIBLE FOR USf: OF THf: I/GI. SHOWN HE:RfON, BY. QTHE:RS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALJGNING THE: SYSTQI, CHANGES TO THE: SYSTEM, REQUIRE: APPROVAL OF A REGISTUIED £NGIN~~R RESPONSIBLE FOR THE: REVISIONS. I : ' 2, STORM DRAIN PIPES DESIGNATE!} AS HAVING THE: HG!, AT OR ABOVE: TH£ PIPtr SOFFIT SHAf.L BE: CONSTRUCTED WITH WATF:/f TIGHT JOINTS WITH AMERON REINFORCE: CONCRITE: PIPE: WITH RF:INFORCF:O THF:RMOSITTING RESIN (RTR) COUPLING OR F:QUAL FOR TH/f ENTIRE REACH. COUPLING SHALL MEU THE: REQUIREMF:NTS OF ASTM ~f 6, CJ6 I, AND C#J. ,, .J, STORM DRAIN PIPES WITH vaocmES EXCE:EOING 20' FEU PER SECOND SHAU. HAVE: A MINIMUM COi/Sf OF 1~1/2 INCH 01/Sf THE IN'f{RT RfJNFORCING Slffi. THE: CONCRETtr DESIGN STRENGTH IN THESE RE:ACHES SHAf+ BE: fc "' 5,000 PSI. FOR VELOClllES EXCEEDING JO FEET PcR SECOND, 1./SE fc j 6,000 PSI. ! MM&BP NOTES DUST MITIGATION & RAPTOR NESTING :1r:1 ~i ~,----------. 1 I I ii r, ---------L ... ' I . I C: EXPOSF:D STOCKPILES (I. E:. GRAVEL, SANO, AND DIRT) WITH 5~ OR GREATER SILT CONTENT SHALL BE ENCLOSF:D, COVERF:D, WATERED TWICE: DAILY, OR APPLIED WITH NON TOXIC SOIL BINDF:RS ACCORDING TO MANUFACTURES' SPECIFICATIONS. ~ - D: AREAS 8£1NG ACTIVELr GRADF:D SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING DUST. E; ALL F:XCAVATINQ AND GRADING OPERATIONS SHALL BE: SUSPENDED WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED AT THE OCEANSIDE STATION OF THE: NATIONAL WEATHER SERVICE. IT SHALL BE THE: RF:SPONSIBIL/Tr OF THE: GRADING Cf)NTRACTOR TO ASCERTAIN ANO RECORD DAILY WIND SPEEDS DURlf/lG THE GRADING PROCESS. THf;:SE: RECORDS SHALL BE: AVAIi.ASL£ FOR INSPF:CTION BY THE PUBLIC WORKS INSPECTOR. I MM&RP NOTES (CONT.) (DUST MITIGATION & RAPTOR NESTING) F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVED ROADS ARE: TO BE: COVERE:D OR SHALL MAINTAIN AT LEAST TWO F££T OF FREEBOARD (I.E., MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD ANO THE: TOP OF THE: TRAILER) IN ACCORDANCE w,m THE: REQUIREMENTS OF CALIFORNIA VEHICLE CODE SECTION 2J 1 14. . G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED 8Y THE USE: OF WU-SUPPRESSION TECHNIQUES INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVEYOR FE:EDS FOR THE: CRUSHER, WEIT/NG OF STOCKPILf:S AND CESSATION OF CRUSHF:R ACTIVITIES WHEN WIND SPEEDS ARE IN E:XCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL BE: KEPT IN ACCORDANCE WITH MITIGATION MEASURE 4.9-4(£), AfJOVE. H: PAVED STREETS OFFS/TE SHALL BE SWE:PT AT THE END OF EACH WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC PAVED ROADS (RF:COMMENDED WATER SWEEPERS WITH RECI.AJMEO WATER) I: ACTIVELY USED UNPAVED ROADS, PARKING AREAS AND STAGING AREAS SHALL BE WATERED THREE TIMES DAILY OR NON-TOXIC SOIL STABILIZF:RS SHALL BE APPLIED TO THESc AREAS ACCORDING TO MANUFACTURE:RS' SPECIF/CATION. J: POSTF:D TRAFFIC SPEEDS ON ALL UNPAVF:D ROADS SHALL BE 15 MPH OR LE:SS. K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MORE THAN 50 DAILY TRIPS BY CONSTRUCTION E:QUIPME:NT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACE:D WITH GRAVEL OR OTHER MATERIALS TO REDUCE DUST. . L: CONSTRUCTION ACCESS ROADS SHALL BE: PAVED OR GRAVELED AT LEAST 1 00 FE:E:T ONTO THE: PROJF:CT SIT£. MM&RP NOTE:S (GENERAL) PER ,f,.4-2.J CONSTRUCTION STORAGE AND STAGING AREAS SHALL BE LOCATED AS FAR FROM HCP /OMSP AREAS AS POSS/BL£ AND SHALL 8£ KEPT FREE FROM TRASH AND OTHER WASlE" THAT MAY ATTRACT SCAVENGERS • SIGNING AND STRIPING NOTES 1. TH£ CONTRACTOR IS RESPON!JIBI..E FOR INSTALLATION OF AU SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING ANO PAVE:M£NT MARKINGS SHALL CONFORM TO TH£ FEOf:RAL HIGHWAY ADMINISTRATION (FHWA) MANI./Ai ON UNIFORM TRAFFIC CONTROL OF:VICcS (MUTCD) 200.J EDITION AS AMF:NDED BY THE MUTCD 200.J CALIFORNIA SUPPl£M£NT, TH£ CAL.TRANS STAN()ARO SPECIFICATIONS (2002 OR LAIEST VE:RSION THERcOF), TI-IE:S£ PLANS AND TH£ SPECIAL PROVISIONS. , J. ALL SIGNING AND STRIPING /$ SUBJECT TO TH£ APPROVAL OF TH£ PUBLJC WORKS DIRECTOR OR HIS RcPRESENTA TIVE', PR/Oil TO INSTALLA rtON. ~. ANY OF:V/ArtON FROM Tl/ES£ SIGNING ANO STRIPING PLANS SHALL BE APPROVcO BY THE: E:NG/NffR OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE: IN TH£ AELO. 5. ALL STRIPING SHAU BE R£FL£CTIV€ PE:R CALTRANS SP£C/ACArtONS. STRIPING SHALL BE REPAINIEO TWO WEF:KS AFIER INITIAL PAINTING. . 6, ALL SIGNAGE: SHALL B£ R£FL£CTIV£ PER CAL.TT/ANS SPcC/FICATIONS ANO SHALL US£ E:NCAPSU!.AIEO ££NS R£FL£C77Vc SHEU/NG (HIGH INIENSITY OR EQI./Al). 7, PRIOR TO FINAL ACC£PTANC£ OF' STRW IMPROVEME:NTS, AU STREET STRIPING AND MARKINGS WITHIN A 500' Pf:RIM£1ER OF THE CONSTRUCTION PROJECT WILL 8£ RESTORED TO A "UK£ NEW" CONDITION, IN A MANNEll MEETING Tl-I£ APPROVAL Of THE CITY INSPcCTOR. B. F:XACT LOCATION OF STRIPING ANO STOP LIMIT L/NE:S SHALL BE APPROVcD BY TH£ PUBLIC WORKS DIRECTOR OR HIS REPRESF:NTATIV€ PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOV€ ALL CONFI.ICTING PAINTED UNES, MARKINGS AND PAVEMCNT LEGCNDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BE TH£ CONTRACTOR. 10. ALL PAVEMl;NT l£GENOS SHALL 8£ THE LA'TEST VC:RSION OF THE_ CALTRANS STENCILS. 11. LIMfT UNES ANO CROSSWALKS SHALL B£ AELO LOCAIED. CROSSWALKS SHALL I/AV£ 10' INSIDE DIMENSION UNLESS OTHERWISE SP£CIACO. fZ, ALL CROSSWALKS, UM/TUNES, STOP BARS, PAVEME:NT MROWS ANO PAVC:ME:NT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE: SPECIFIED, f J, FIRE. HYDRANT PAVC:ME:NT MARKERS SHALL CONFORM TO THE: MUTCD 2DOJ EDmON AS AMENDED BY THE: 200J CALIFORNIA SUPPl£MENTAL AND SAN DlcGO REGIONAi. STAf,IDARD DRAWING M-19. 14. ALL ME:OIAN NOS/;$ AND FLARcS SHALL BE PAINTED filLO W. 15, ALL SIGNS SHALL B£ STANDARD SIZ£ AS SHOWN IN TH£ MUTCO 200J EDITION AS AMcNOED BY THE 20DJ CAUFORNIA SUPPl£M£NT 1./NLESS OTHE:RW/S£ SPECIFIED. 16, SIGN POSTS SHALL B£ SQI./AR£ P£RFORA'T£0 STEEL TUBING WITH BRE:AKA,llo\r 13AS£ PF:R SAN DIEGO RE:GIONAL STANDARD DRAWING M-45. r 7. WHEN A SIGN IS ATTACHF:O TO A POLE', ,r SHALL BE. MOUN'TED USING A STANOARD CITY OF CARLSBAD APPROVcO MOUNTING BRACKIT WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL 8£ D£l/VC:REO BY TH£ CONTRACTOR TO THE: CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19, ALL SIGNS SHOWN ON Tl/ES£ Pl.ANS SHAU 8£ NEW SIGNS PROV/Of:D AND INSTALLED BY TH£ CONTRACTOR E:XCcPT THOSE S/(;N$ SPECIFICAUY SHOWN AS E:X/SrtNG TO BE Rl:LOCAIED OR TO REMAIN. 20. (IF NECESSARY. WHE:RE R4-7 SIGN ANO TYP£ OM1-:, OBJECT MARKE:R ARE TO BE INSTALLED IN A 2-FOOT Wl0£ McOIAN NOS£, -7 SIGN SHALL BE. 18"!<24" ANO TH£ OM1-J OBJECT MARKER SHAU BE 12"X12~ POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS -69 ON£ LcNGTH OF POL YCTHYl£NE: TUBC FOR E:ACH Lf:NGTH OF PIPE', OVERLAPPED AT JOINT FIGURE. 1, INSTALLATION ME:THOD A NOTES 4.J. I INSTALi.AT/ON, GENcRAL. BURIED DUCTILf:-IRON PIP(, FITTINGS, VALVES, AND OTHER APPURIENANCES SHALL B£ INSTALLf:O WITH POLYCTHYIEN£ ENCASCMENT PER ANSVAWWA C105/A21.5-9J STANDARD, FOR INSTALI.ATIONS BCLOW THE WATER TABLE, I.IS£ TUB£-FORM POL YCTHYLENE: WITH BOTH f:NDS SF:Alf:D AS' TIGHTT. Y AS POSSIBLE: WITH ADHCS/VE TAPE. OR PLASTIC Tl£ STRAPS AT THE. JOINT OVERLAP. Pl.ACE CIRCUMFERE:NTIAL WRAPS OF TAPE. OR PI.ASTIC Tic STRAPS AT 2-FOOT INIERVALS ALONG THE BARREL OF THE: PIPE: TO HE:l.P MINIMIZE: THE. SPACE Bf:TWEEN TH£ POL YCTHYIENE. AND THE: PIPE. 4.J.2 PIPE. ME:THOD OF INSTALLATION OF POLY1HYl£NE: E.NCASEMf:NT ON DUCTILE-IRON PIPE: SHALL 8£ BY MUHOD A. 4.J.2. I ME:THOD A (RcFER TO FIGUR£ 1): CUT POLYE.THYLcN£ TUBc TO A LENGTH APPROXIMATELY 2 FE.IT (0.8 m) LONGER THAN THAT OF THE: PIPE: ScCTION. SUP TH£ TUBE: AROUND TH£ PIPE'. CE.NIER/NG IT TO PROVIDE: A I-FOOT (O.J m) OVfRLAP ON cACH AOJACE:NT PIPE: S/;CT/ON, ANO BUNCHING ff ACCORDION FASHION Lf:NGTI-IWISE: UNTIL IT CLE'ARS' TH£ PIPE. cNOS. LOWCR TH£ PIP£ INTO TH£ TRE:NCH AND MAKC UP TH£ PIP£ JOINT WITH THE: PRECEDING SECTION OF PIP£. A SHALLOW BELL HOLE MUST 8£ MADE AT JOINT'S TO FAC/LJTA'TE INSTALLATION OF THE POL YE.THYLcN£ TUB£. AFIER ASSEMBLING THE: PIP£ JOINT, MAKC TH£ OVE;RLAP OF THE POL YUHYl£NC TUBI:. PULL THE BUNCHEO POLYE:THY1.EN£ FROM THE PRcCEOING Lf:NGTH OF PIPC, SUP IT OVER TH£ END OF NEW LcNGTH OF PIP£, AND SE:CURE IT IN PLACE. THEN SUP TH£ E:NO OF TH£ POLYITHYl.f:NE: FROM THC Nl:W PIPC SECTION OVER THE: END OF' THE: FIRST WRAP 1./NTIL IT OVERLAPS Tl-If: JOINT AT TH£ END OF THC PRECEDING LENGTH OF PIP£. SCCUR£ TH£ OVE:RLAP IN PLACC. TAK£ UP THE SLACK WIDTH AT TH£ TOP OF PIP£ TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THC BARRa OF TH£ PIPE, SECURING TH£ FOLD AT QUARIER POINTS. CUTS, TEARS, PUNCTI./RE:s, OR OTHE:R DAMAGE: TO TH£ POLYETHYLf:NE SHALL BE: RE:PAIRED AS OESCRIBcD IN ScCTION 4.J.5. PROCEED WITH THE INSTALLATION OF THE: NEXT SECTION OF' PIPE: IN THE SAME MANNER. 4.J.5 REPAIRS', REPAIR CUTS, TEARS, PUNCTURE:s, OR DAMAG£ TO POLYETHYl.f:N£ WITH ADHESIVE TAPC OR WITH A SHORT LENGTH OF POLYUHYLEN£ SHE:IT OR A TUB£ Cl.IT OPE:N, WRAPPED AROUND TH£ PIP£ TO COVE:R TH£ DAMAGcD AR£A, AND S£CURED IN PLAC£. CMWD RECYCLED WATER NOTES 1. ALL RECYCLED WA IER ~NS AND APPURIENANCE:S SHALL BE. CONSTRUC'TED IN ACCORDANCE WITH THE CITY OF' CARLSBAD £NGINECR/NG STANDARDS VOLUME$ 2,k.J FOR POTABLE AND RECYCl.£D STANDARDS OAIEO JUN£ JO, 2004. . 2. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PE:RMIT FROM TH£ DIVISION OF INDUSTRIAL SAFIT'f AND PROVIDE: PROOF OF' OSHA NOTIFICAOON BEFORE ANY E:XCAVATION AND SHALL ADHER£ TO ALL PROVISIONS OF' TH£ STAIE CONSTRUCTION SAFETY ORDERS. J. BCFORE ANr CONNE:CrtON OR SHUT DOWN OF VALVE:s ON E:XlsrtNG C.M. W.D. LINES, A PERMIT SHALL 8£ OBTAINCD FROM TH£ C.M.W.O. omec AND MUST B£ SIGNED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUP£R/NIENOE:NT. 4. A PRECONSTRUCTION CONFERcNCE MEETING SHALL BE: Hl:LD A MINIMUM OF SEVEN (1) DAYS BEFOR£ CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING Of:PAR™CNT ({76D} ,f.J8-J891) FOR SCHEl)UUNG • 5, THE CONTRACTOR SHALL NOTIF't' CITY OF CARLSBAD £NG/NEERING DE:PARn.1£NT 48 HOURS PRIOR TO STARTING WORK SO THAT /NSPECOON MAY BE PROVIDED -1EL£PHONE NO. (760) ,f.J8-J891. Ii. NO TREE$ OR STRUCTURES SHALL B£ ALLOWED IN TH£ WAIER UN£ E:ASE:Ml:NT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVcO PRIOR TO COMME:NCEMl:NT OF WORK -ANY D<CEPTIONS SHALL REQUIRE WRtm:N PERMISSION FROM THE DISTRICT £NG/NE:£R. 7. ALL BURIED COPPEil PIPING ANO APPURIENANCE:s SHAU 8£ PROIECIEO BY MEANS OF' CATHODIC PROIECOON. IF D£VELOPF:R/OWNE:R CONDUCTS A SOILS IEST RcPORT ANO DCMONSTRAIES THAT PROIECTION CAN 8£ PF:RFORME:O IN ANOTHcR MANNER, THE: DISTRICT E:NGINE:ER WILL CONSIDER AN ALIERNATIV£ FORM OF PRO'TECrtON, 8. AU WAIER METffi /;KJXE$ SHALL BE: 17")(3o•x12• POL'fMcR CONCR£1E AS MANUFACTI./REO BY ARMORCAST Oil E:QI./AI.. 9, MINIMUM SPACING BE:TWEF:N POT.4BLE: WAIER LAIERALS AND SEWcR OR RE:CrCLED SE:RVICES SHALL 8£ 10 FEIT. 10. THE TOP OF' WAIER MEIER /;KJXES SHALL Bt FLUSH WITH THE AN/SHED SURFACE: GRADC. DECLARATION OF ENGINEER OF WORK: I HEREBY Of:C!.ARE THAT THE DESIGN OF THE IMPROVC:M£NT'S AS SHOWN ON THES£ Pl.ANS COMPUES WITH PROFESSIONAL cNG/NffR/N(; STANDARDS ANO PRACTICES, AS THC cNG/NcE:R IN RESPONSIBLE CHARGE OF' THE DESIGN OF THESE: IMPROVC:McNTS, I ASSUM£ FUU RESPONSIBLE: CHARGE. FOR SUCH DESIGN. I UNOE:RSTANO AND ACKNOWl£DGE THAT THE: SIGNATURE: OF' THES£ PLANS BY VALl£C/TOS WATER DISTRICT, IS A RF:VIEW OF GE:NcRAL COMPUANC£ WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A 0£1ERM/NATION OF' TH£ IECHNICAL ADcQUACY OR ACCURACY OF THE: DESIGN OF TH£ IMPROVEMENTS. SUCH APPROVAL DOES NOT, THE:REFORE:. RELIF:V£ M£ OF MY RESPONS/8/L TY FOR Tl-/£ DESIGN OF TH£ IMP :£NTS. .../ BY:_ ~~~4a ~ DAT£:~6 ND L MARTIN, R.C.E. 48570 EX • 6/JO/OS V. W.D. "AS-BUILT' STl?EtT LICHT 60' ROW PER FINAL MAP iH?\ 5' 5' 20' 20' 5 5' ~iRANT-.----:,_ ~,..,,,-,,. '-"~ ... ~ -..,~ 2X-v ~•pee SIDEWALK) (PER PLAN 6" TYPE G CURB ,k GUTIER _2tl.., Ii" MIN. 6" TYPE. G . CURB ,k GUm:R /41_ 15 2' ~ ~., -~~r2"7,,,. ·r:1 ~~ ' : "'~¾.:+ 4" PCC ~ 6" MIN. J?JDF:WALt< STRUCTURl)L SE:CTIO/j_ BASED ON FINAL R' VALUE(SE:£ STREET NOT£ I. PG f) 8" PVC SE:~RfW.V) 5' CO 1-f:R (MIN. • DIP WA~ (W,V)(PER PLAN) J' COVER (TYP) FIR£ HYDRANT+--+-~ ·~ "'"'i ., ' 4• (~f,f~1;4) CORTE PANORAMA (PUBLIC) STA 16+62,62 TO STA 20+69,99 TJ.=6,0 4' ACl6' IN,,_,)-.._ __ ..._ .,,.-,--.._ __ ..._ CAl -::,rA 1lS-t"e>.Z..'2..,-le+'50.00"' 4';:,c./u' GI-J,00 :Z.AO oTA 10+-so.=-:z.l+-0::,.0:::, ,,>-"\".6<:f &" c• ,.,O? :z..1>0 60' ROW 6" TYPE r; CUR8 ,k GUTIER ~ 6" TYPE G CURB & GUTIER 21' 15' 2' ~Tf'ffN7¼R-'lfr i1.n~rsttiiE:ET NOT'£ 1. PG 1) 8" PVC SE~RfW.V) 5' COl-£R (MIN. CORTE PANORAMA (PUBLIC) STA 20+69,99 TO STA 21 +91,90 . T.l.=6,0 ~TA 1e+so.oo-z.H-oo,="'-1•cc/s'c1 6¢6 fl.I:,() -:sf"A 2.l+GO.o0-~+-'11!>.C0"'4•l>Gj af~;;;z~._..~STREU llf;HT 6" MIN. l"CI A~ fl..U::, ;-- 60' ROW 6" TYPE G CURB ,k GUTTER 6" TYPE r; CURB ,k GUTIER /41_ 12' 8" PVC SE[-l(RfW,V) 5' COl-£1l (MIN. SITIO CORAZON (PUBLIC) T.l.=6,0 4' ACl6" AB (MIN.) oT.o. =+oo.oo-.u..t-00 . .:cn> 'lkj S'c:;LAo::> fl.AO ~ :u..+oo.oo-f.:fl++l.c:::>O "' Pt'i>,,:./4 • d N':6 fl..Ae> S/REEI 1.,r;HT B4' ROW PE:R FINAL MAP J' ~~ J' 5' r 20' 10' 24' • J' I.MIN. ,µ.J~-"-+--'--+------='------f=~1=-+------"-'---------f-+-.f-"-,f-"-,f,- 5 2' 8" MEDIAN • Cl.IRS r--6 TYPE G CURB & GUTTE~,r ~ 20· 8" MEDIAN CI./R8 srnucTURAL SECTION BASED-~ :l0c81l£f1~)(w,v) ,,....__~8: PVC SE:ll!RfVOO) ON FINAL 'R' VALI./E(SEE STREE:T NOTE I. PG 1) 5 CO\IF:ll (MIN. AVENIDA SOLEDAD (PUBLIC) TJ.=6.0 4• AC • .,--;~~ TOS E . . 6Tb. OOt-OO,oq-~Z..-\'.60.c;::o"" 4• AC-/IO' <1.A-00 L AO QIA &.+6o.'C?..:·e6-r_~e,QO.-,J -+'.o.c/"l"CI..AOO :z.. ~ < HUNSAKER &ASSOCIAT SAN DIEGO. INC l'lANNING 10119 Huennek.,. Street NEERING 5,n OleJO, C. 9?1Z1 RI/EYING PH(858)551-4500· FX(858)558: 1414 NO. C-48670 . 06-30-___ ___,RA.:.:.:..~M""O"'N"'D'-=L-'MART"'-'-'"'l'-'-li ____ p .E. NO.: ____.48=67""0'----1---1---+------------+---+--+--,-+---I I sH~ET I .c_I_T__,Y=o=F==-c=A'--"R=L=s~B-A_D_. ~ -cNG/NcERING OcPARTME:NT ~ ;,_ ____________________ ~MY~,!!RE~G~IST~RA~J~IO~N~E:!X~P:!!:IR:=,ES='=al5~Jg:0~0~6!.a=._!:D~IS~Cl~PU~N~E:.=afR!aJ.C~.£.~d------------J-----t--1 -~-------i-------7---i-----i-----t--1 -1 IMPROVEMENT Pl.ANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 VALLEC/TOS WATER DISTRICT Date: ----=~::..-..:cl.:.r'_--="-"'"------- BENCH MARK DESCRIPTION: U.S.C. ,k G.X. BRASS DISC STAMPED "KJ02., 1935" IN CONC. MON, LOCATION: POINT LIES 8.5' £ASIERLY OF' £ASIERN f/!,'I Nlfii'fit~¾L?fff1c~M F£ ROAD, TJ/tf frff~IOjtDUIJf._ ,~'fs •":ff ff ED APPROX/MAIELY 1,2 MILcS NORTHERLY OF TH£ INIERSECTION OF RANCHO , · SANTA F£ ROAD ANO LA COSTA AVENUE:. ELcVATION: fjJJ.39 NGVD 29 MSL "AS BUILT" o<:,/a7/00 APPROVE:D GLENN T. PRUIM • .cft;° ,( /Q'1/f>?> EXP. 0<;/'!>c:::>/Ol> DA,IE l---+---+-+------+--------+----4----4---+--'-+---1 ct t;;N~/4tt=~l'v FYP09/3D/07¥¢.e~'T£ t-R~EVl:wEEMWEf/.018BY:Y: ___ ___c_ _____ 7,--'----~-~~i~=~ ~d~~:!~~ ,~,·~ ·========t==±==±=jt==i==j------~ I' I = ....... , _..,._._ DWN BY: _-.L7.~-!_.:~~~~~-----/?,tl./#t/pl DATE INITIAL DATE INITIAL DATE INITW-CliKD BY.·.----0""",,-.-1 iNs:/cTo:' • ';J-oA"ff ENGINEER oF woRK REVISION DESCRIPTION omER APPROVAL c1rr APPROVAi. Rvwo er, PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 I l l ' W.O. No. 2352-1.30 BIN : V. W.D. 205-68 ' ----- ------------------------------'-- ) ' ---1- I ( J BEARING/DELTA 21·25'00· 2 N 11•34•00· w J 4·24•00· 4 10·52'00· 5 N 86'5o'oo· w □ BEARING/DELTA 1 10"51 '57" 2 N 86"5o'oo· w J 90•00·00· 4 90•00'00· 5 N 86"50"00" W 6 N 86"5o'oo· w 7 10"51 '57" 11 I BEARING/DELTA 12·11 '54• 2 N 86"5o'oo· w J N 86"5o'oo· w 4 N J"/0'00" E Q BEARING/DELTA 1 N 89"02'24 • W 2 N 11·34•00· w J N 86"5o'oo· w 4 N 86"50'00" W 5 N s10'00· E 6 N J"10'oo· E CENTERLINE DATA RADIUS LENGTH REMARKS 200.00· 74.82' 100.25' 200.00' 15.36' 200.00' 37.93' 329.78' CURB DATA RADIUS LENGTH REMARKS 180.00' 34.14' 6" TYPE G C&G 133.71' 6" TYPE G C&G JO.DO' 47.12' 6" TYPE G C&G JO.DO' 47.12' 6" TYPE G C&G 100.07' 6" TYPE G C&G 329.78' 6" TYPE G C&G 220.00' 41.72' 6" TYPE G C&G VWD WATER DATA RADIUS LENGTH REMARKS 215.00' 45.77" 8" DIP CL-J5o•• 192.71" 8" DIP CL-J5o•• 137.08' 8" DIP CL -Jso•• 70.00' 8" DIP CL-JSO•• •• WITH POLYETHYLENE WIMP PER DETAIL ON SHEET J VWD SEWER DATA IMO/US LENGTH REMARKS 51.77' 8" PVC SDR-35* 157.90' 8" PVC SDR-35* 208.51' 8" PVC SDR-35* 148.07' 8" PVC SDR-35* 50.00' 8" PVC SDR-35* 5.00' 8" PVC SOR-JS• • GREEN STORM DRAIN DATA 0 BEARING/DELTA IMO/US LENGTH REMARKS N 85"49'44" E 18.57' 18 • RCP 1350-D 2 2J"J5'4J" 253.00' 104.19' 48 • RCP 1350-D J N 11•34•00· w 40.61' 48 • RCP 1350-D 4 N 71"J4'oo· w 49.60' 42 • RCP 1350-D --" ,wrr6'~,.,---~ ·-·iw,ou-,,,,-49:B,r-""·+a,".,,RCP···lJ50~D,-~•. 6 N 86"5o'oo· w 7 N 86"5o'oo· w 9 - HUNSAKER & ASSOCIATES SAN DIECO, INC. 11':>.:Ll' 42" RCP 1350-D 36 • RCP 1350-D :ZA' f'Gf' l'?>'=>O• 0 - ENGINEER ' } ' OF VWQ NOTE; NEW STREETS SHALL BE CONSTRUCTED TD SUBGIMDE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. 15' STORM DIMIN EASEMENT PER FINAL MAP 202 VALLECITOS WATER DISTRICT DESCRIPTION: WORK ,,,a/A:4 Approved By: LOCATION: PLJ\NNINC ENGINEEKINC SURVEYING 10179 Huennekens Street San Dieg%!J;a 9212"1 PH(858)5°ili-4500· FX(856)558·"14"l4 d: · cY4,tt,~.::144g RAYMc(l_)J, L. MARTIN ';t;F< Date: ___ z~,-'/-"r'_.-r:, __ ~ ______ _ RCE NC 48670 EXP. 6/30/06 ELEVATION: BENCH MARK U.S.C. & G.X. BRASS DISC STAMPED "KJ02,, 1935" IN CONG. MON, POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON IMNCHO SANTA FE ROAD, 1 JJ' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "Tl.23011" AND "TL/3825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF IMNCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL CORTE PANORAMA FUTURE SIDEWALK & DRIVEWAY IMPROVEMENTS PER CT 05-16 . , ' CL 16' DW( 18+':>'\."\C, 18+4<\."I(, / ..... . _;~ ~+,'' ~t~.ct .. / ," 40 0 40 80 120 ' SCALE l '0 40' V.W.D. "AS-BUILT' Q?l!Ct:cT VhJQ f:OfS. At?-e'.:::il...ill.:[ (SIGNATURE) IT Al lf:>DATE ------1 _____ RA=Y~M~O~N~□~L~--M~A~R~T~IN~---p .E. NO.: _c4c,8"'6"-70e__ 1 MY REGISTRATION EXPIRES: 6 JO 06 DISCIPLINE R.C.E. ~ CITY OF CARLSBAD 1------+--+-----------------+---+---t----t---f L___LI-_J ENGINEERING DEPARTMENT -+--·-+---+--+---! DATE INITIAL ENGINEER OF WORK DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY, -,-c-.,--- CHKD BY: ll(~ RVWD BY, -~ PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 R,\0282\&Eng\JMPROVEMENTS\OAKS Nw\02821B04.ciwg[ 1275JFeb 08 2006,M,4¾O. No. 2352 130 [V.W.D. 205 687 BIN : \ I i i, • .·. I 1050206 i _i_ ______ '' • 070507 070108 0 .i:,.:E 0 G) 'Tl .i::,. [\) I\) 01 <.O ~ LEFT CURB RIGHT CURB LEFT CURB RIGHT CURB I ' . ' . ' -I .. . •·-c 1--.-.... =~·-.... +-:~ ...• = .. ·~· :· . . .... -11f-•· ----tj-. ---rl --~, ....... n · .... ~-•.· ~.· ··I --;· ••cc·. I : '.if-=-"-'=±=--f"-'r ~··.·l-,,.,.'1 ..• -1 : t ~kj! ~< t ·· .. . 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Tt/P E ,_ I TIT -···-+•-·-+· ··~·· '•···~Ro;i1~-~C1~L~ -+----------'' _.:..: :~~; : .. i '-,I ;-,-;-----------I w CENTERIJNE DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 86'50'00" W 127.00' 2 N 86°50°00" W 34.57' 3 7"36'25" 2000.00' 265.53' 4 1•09'35" 2000.00' 40.48' 5 N 84"24'00" E 10.65' 6 N 3"10'00" E 50.0J' CURB DATA D BEARING/DELTA RADIUS LENGTH REMARKS 1 N 86"5o'oo· w 80.00' 6" TYPE G C&:G 2 90•00·00· 30.00' 47.12' 6" TYPE G C&:G 3 90"21 '53" 30.00' 47.31' 6" TYPE G C&:G 4 5"51 '48" 1983.00' 202.93' 6" TYPE G C&:G 5 N 84"24'00" E 3.10' 6" TYPE G C&:G 6 N 84"24 'oo· E 10.54' 6" TYPE G C&:G 7 a•45•00" 2017.00' 308.62' 6" TYPE G C&:G 8 N 86"50'oo· w 18.71' 6" TYPE G C&:G 9 N 88"29 '54 • W 103.24' 6" TYPE G C&:G 10 N 86"50'00" W 39.66' 6" TYPE G C&:G 11 N 3"10'00" E 3.01' 6" TYPE G C&:G VWD WATER DATA I l BEARING/DELTA RADIUS 1 N 86"50'00" W 2 1'39'54" 205.00' 3 N 88'29'54" W 4 N 88"29'54" W 5 2'01 '58" 205.00' 6 8"18'59" 2012.00' 7 0"49'05• 2012.00' r 8 N 84"24 'oo" E I 9 N 1"30'06" E 10 1"39'54" 205.00' 11 N 3"10'00" E VWD SEWE < } BEARING/DELTA RADIUS 1 N 86°50'00· w 2 N 88"35'28" W 3 N 86"27'11" E 4 N 84"51 '36" E 5 N 3"10'00" E 6 N 3"10'00" E 7 N 84'24'00" E R LENGTH REMARKS 36.61' 8 • DIP CL-350** 5.96' 8" DIP CL-350** 96.05' 8" DIP CL-350** 2.80' 8" DIP CL-350** 7.27' 8" DIP CL-350** 292. 04' 8 • DIP CL -350** 1"1-8'1' 8" DIP CL-350** 1 a. ~r-8 " fJle._f;f:::,.JS-.., 5.96' 8" DIP CL-350*' 44.31' 8" DIP CL-350** ** WITH POLYETHYLENE WRAP PER DITAIL ON SHEIT 3 DATA LENGTH REMARKS 127.00' 8" PVC SDR-35* 185.36' 8" PVC SDR-35* 114.67' 8" PVC SDR-35* 51.04' 8" PVC SDR-35* 55.00' 8" PVC SDR-35* 5.00' 8" PVC SDR-35* 5.00' 8" PVC SDR-35* STORM DRAIN DATA * GREEN 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 86°50'00" w 114.00' 36" RCP 1350-D 2 N 84"08'48" W 61.82' 36"' RCP 1350-D 3 8"07'41" 1990.00' 24" RCP 1350-D 4 N 84"05'19" E 24" RCP 1350-D 5 N J"10'oo· E 24 '" RCP 1350-D 6 N 2"39'20" E 18" RCP 1350-D 7 N 27°46'35" W 18" RCP 1350-D HUNSAKER & ASSOCIATES SAN DIEGO, INC I OF WORK 19+00 VALLECITOS WATER DISTRICT Approved By:.~4 - PLANNING ENGINEERING SURVEYING 1ll179 Huennekens Street San Die~iCa 9tl21 PH(858}5!:i8-450ll · FX(858)558-14'14 ~~~1hk 0 L. MARTIN DATE 0 48670 EXP 6/30/06 21+00 Q II ..., 22+00 "' ~ ~ ;;! "' ~~ +-+-~ :ii -----i • i . . ...... ·······1 -----------------.. -------------- . ------------------ -----------------:: __ VWQ NQTf: NEW STREITS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. ------ FUTURE SIDEWALK &: DRIVEWAY IMPROVEMENTS PER CT 05-16 (3 Cl FUTURE <o PED. RAMPS"°"' o \ iO K ~ CORT£ PANORAMA DESCRIPTION: LOCATION: ELEVATION: BENCH MARK U.S.C. &: G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON, POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "TL2301 1 • AND "TU 3825" ANO APPROX/MA TEL Y 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND lA COSTA AVENUE. 533.39 NGVO 29 MSL RCF 4bG. 7o REVIEWED BY: "AS BUILT" ~?JJ ,r,:: ~ -~ INSPECTOR 06/0-1 Joe, DATE -:,I, ~ 8 tli $ i ~ :i; ;!; !ll +-"' "' ~ 25+00 --,--- MY ::j: . ' HORIZ. : VERT. : 1 "=40' 1 "=8' 40 0 40 80 120 -~-------1 J SCALE 1 '= 40' V.W.D. "AS-BUILT' \~~WREr''L• ff AL '? DATE RAYMOND L MARTIN P.E. NO.: 48670 REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 APPROVED GLENN T. PRUIM dY d ,,., = ..,,_;;c d. '4 Jff;! e -'A'. ¥ /u &> s. CITY ENGINEER t#ci 517: EXP09/30l07/•/ DATE OWN BY:_~~- CHKD BY: ;l . .S:f' RVWD BY: PROJECT NO. CT 99-04-03 DRAWING NO. 429.7 R,\0282\&Eng\IMPRDVEMENTS\DAKS NV\0282IB05.ciwg[ 1275JFeb-08-2006,14,,W.O. No. 2352-130 V. W.D. 205-687 QIM • I r I .050206 . \ 070108 0 01 :E oG> "'Tl I\) 01 - - - - - ---- - ---- - ----- -T - - ---PRESSURE ZONE=750 -- -- -T ~ ~--+--__ --•-•----vr f--'-'---+-~=-i~.;.. - ------------- ---------+ ' CENTERLINE DATA Q BEARING/DELTA RADIUS LENGTH REMARKS N 4"26'25" W 135.94' 2 57·41 •25• 200.00' 201.38' 3 N 53"15'00" E 100.54' 4 15·12'00· 300.00' 79.59' 5 N 38"03'00" E 74.33' 6 N 38"03'00" E 108.22' CURB DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 91"22'44" 30.00' 47.85' 6" TYPE G C&G 2 N 4"26'25" W 88. 38' 6" TYPE G C&G 3 57·41•25" 217.00' 218.49' 6" TYPE G C&G 4 N 53°15'00" E 100.54' 6" TYPE G C&G 5 15"12'00" 283.00' 75.08' 6" TYPE G C&G 6 N 38"03'00" E 182.56' 6" TYPE G C&G 7 N 38"03'00" E 53.22' 6" TYPE G C&G 8 90·00'00" 30.00' 47.12' 6" TYPE G C&G 9 90·00'00" 30.00' 47.12' 6" TYPE G C&G tu N 38"03'00" E 15.33' 6" TYPE G C&G 11 15•12'00• 317.00' 84. 10' 6" TYPE G C&G 12 N 53"15'oo· E 100.54' 6" TYPE G C&G 13 57"41'25" 183.00' 184.26' 6" TYPE G C&G 14 N 4"26'25" W 88.39' 6" TYPE G C&G 15 91"D9'35" 30.00' 47.73' 6" TYPE G C&G VWD WATER DATA BEARING/DELTA N 4"26'25" W 2 57"47 '25" 3 N 53"15'oo· E 4 75·12'00" 5 N 38"03 ·oo" E 6 N 3a•o3'00· E RADIUS 188.00'*** 372.00' '** USE 9' PIPE LENGTHS LENGTH REMARKS 147.91' 8" DIP CL-350'* 189.29' 8" DIP CL-350** 100. 54' 8" DIP CL -350'* 82. 77' 8" DIP CL -350'* 94. 65' 8" DIP CL -350'* 87.91' 8" DIP CL-350'* ** WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 VWD SEWER DATA BEARING/DELTA N 4"26'00" W 2 N 17"19'24" E 3 N 49"38'23" E 4 N 3a·o3•00· E RADIUS HUNSAKER & ASSOCIATES SAN DIECO, INC PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 9212"1 SURVEYING PH(858)558-4.JUU· FX{858)558·1414 LENGTH REMARKS 170.76' a• PVC SDR-35* 100.71' a• PVC SDR-35* 214.00' 8" PVC SDR-35* 182.56' 8" PVC SDR-35* • GREEN <:i ~I\Ornsia;,~ it,: ~<;i\'10 L A{i!.( '¾ {::? 'r."~ ·~.,.-; ~ ~~ ~~ !:fl 110. C.48670 'i;) <lj). 06-30-08 CIV1l -rCAl\l 201 VWD NOTE· NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. j --+--( " j : VALLECITOS WATER DISTRICT Approved By: ~;&, OF WORK .aA/4L EXP. 6/30/06 DAT£ 201 202 s ' i \ - I l-f -· -~-~~T C, - 203 FUTURE SIDEWALK & DRIVEWAY IMPROVEMENTS PER CT 05-15 SIT/O CORAZON FUTURE SIDEWALK & DRIVEWAY IMPROVEMENTS PER CT 05-15 BENCH MARK "AS BUILT" _Q -/ .!:"&mk, DESCRIPTION: LOCATION: ELEVATION: U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. POINT LIES 8.5' EASTERLY OF £ASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "rL23011 • AND "rll 3825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL ~ F:XP. ou/=/ob REVIEWED BY: ::ZS:/2: . INSPECTOR 0<5 jo-1/0b DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' ------~-+--+----, ~-1 NIT I AL DATE 40 0 40 80 120 ----- SCALE 1'=40' V.W.D. "AS-BUILT' =U.T,,..:;.t Yb.J'z cce AD SIGNATURE) Q 111-te N l"s>DATE RAYMOND L. MARTIN P.E. NO.: 48670 MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. INITIAL VWD NOTE;; NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 OTHER APPROVAL CITY APPROI/AL I R,\0282\&Eng\lMPR□VEMENTS\DAKS N,1\0282!B06,ciwg[ 1275JF eb-08-2006,14 4'1\0. No. 2352-130 V. W.D. 205-687 BIN : 070507 070108 0 a, =E oC"> .,, ~ tv I\) 01 <.o I --.J ) , I ---- j--f-----+--- --___ , - I==+='-- CENTERLINE DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 38"03'oo· E 130.64' 2 15"33'07" 1000.00' 271.44' 3 8'28'32~ 1000.00' 147.92' 4 N 67'30'00" W 48.81' 5 N 6r3o'oo· w 51.32' CURB DATA D BEARING/DELTA RADIUS LENGTH REMARKS 1 N 38'03'00" E 130.64' 6" TYPE G C&G 2 12·43'31" 983.00' 218.32' 6" TYPE G C&G 3 92'49'29" 30.00' 48.60' 6" TYPE G C&G 4 92'49'44" 30.00' 48.61' 6" TYPE G C&G 5 5'38'55" 983.00' 96.91' 6" TYPE G C&G 6 5·54'10" 1017.00' 104.77' 6" TYPE G C&G 7 87'15'39" 30.00' 45.69' 6" TYPE G C&G 8 87'15'53" 30.00' 45.69' 6" TYPE G C&G 9 12'58'45" 1017.00' 230.38' 6" TYPE G C&G 10 N 38'03'00" E 130.64' 6" TYPE G C&G VWD WATER DATA \ ) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 38'03'00" E 130.64' 8" DIP CL -350•• 2 14·55•45" 1012.00' 263.69' 8" DIP CL -350•• 3 9·05'54• 1012.00· 160.70' 8" DIP CL -350 .. 4 N 6r3o'oo· w 39.00' 8" DIP CL -350•• 5 N 6r3o'oo· w 85.10' 8" DIP CL -350•• •• WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 VWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH I N 38'03'oo· E 130.64' 2 N 33•44'39• E 150.16' 3 N 25'58 '06" E 121.06' 4 N 19'56'27" E 89.23' 5 N 14·13'35• E 58.63' 6 N 6r3o'oo· w 48.16' 7 N 5r30•00· w 5.00' STORM DRAIN DATA 0 BEARING/DELTA RADIUS 1 4·37'01" 988.00' 2 7'41 '33" 988.00' 3 N 63'08'39" W 4 N 67'30'00" W 5 3°32'23" 289.00' HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING ENGINEERING SURVEYING '!0179 Hu!:nnckrns Street San Diego, Ca 91111 Pl-l(fl5!l)55!H500· FX(858)558-Wl4 LENGTH 79.61' 132.65' 3.25' 68.66' 17.85' REMARKS 8" PVC SDR-35• 8" PVC SDR-35' 8" PVC SDR-35' 8" PVC SDR-35' 8" PVC SDR-35' 8" PVC SDR-35' 8" PVC SDR-35* • GREEN REMARKS 24" RCP 1350-D 24" RCP 1350-D 18" RCP 1350-0 24" RCP 1350-D 24" RCP 1350-0 VWD NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. I I s / r w s ,., I.: "' ~· () ~ -'i: {Or-,..: " "' " ~ + ... ,, ,.,, l)J ~ "' (+l C\j 203 VALLECITOS WATER DISTRICT ENGINEER OF Approved By ~ .. ,<,. f I ~ ... -.,t--<"'ae2,r RA ONO L. MARTIN WORK .:Jf;/o~ Date: ____ 2_-_l=T_-_.,_, ______ _ RCE NO 48670 EXP. 6/30/06 DATE s DESCRIPTION: LOCATION: ELEVATION: FUTUR FORTUNA & 202 l;J D. a t'i :,; ~ "' °' ~ II ~~ ,, Cl:~ ~ ~ ~ II ~ ~ ~~ ~~ ~4$ tt ~ ~ ~ ,._"' ~ ~ "' VJ-C>: t'i t:? ~~ ~ (ivi k ~ ~ i:t ~:k C>: 0.. Cl:~ -"' ;. C>: 1li "' C>: ;;~ ~8~ o; ~a ~ It ~ 12 ~~ :g~ :go..~ ~ 1 "'(.) ~ -~ c:, ~ "':t Ci'. ... C>: <o . 1) ~~ «i ~c:, ~ RJ "'a ~ Cl: @§ toOa08 "' :,. C>: I:: 204 Cl: i:: ~ <'"" -(.) ... "' ... C, Pc: ... @§ ... '( c:, <ii fl'. 8 <ii II'-' ~ ~~ ~~~ c,, (.) Pc: ~ (.) ") -,..-85 ~ -<o "'ti <c-~ "<c:, c:,"' _,.. 0.. ~ oi~ • FUTURE CORTE :!=...: c:, ~;; :,. .... ., ~I "' "' '( ... ... ... FORTUNA ...... ...... ~ 8~ ~~ C\j ~~ • g~ - SIT/O CORAZON BENCJ:-I MARK U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON. POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "77..23011" AND "TLI 3825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL REVIEWED BY: "AS B lJILT" ~.euf -z:;,;p;...,_;, INSPECTOR ~ ;y; I? a:' I,! ;;:, ~ ;;:, "' -~ I ... ~ -c, ~~ ~ @§ :i: 85 ~ 0.: II'-' ~c:, ;)! h ,c:, <=~....: crj c:, "' ~+"' ...... ..J_ ... l)t<)~ "-c:, "-., t'i 0.. 'r <.J () ~;:: §: :l:] ~a .. r-(j ,, "' o; ~ :.i Iii lJ\ , .. ''-n Q "' ... ' tt:) OJ -\~--.,i -... ~ d ... ... + + -----✓ ei d ") ") "") t<) (j ,, <o ~ "' ~ N ... ... ... ~ ~ ---- ' --t-------, ---1-- -------1 PROFILE SCALES -------------I ____ L ______ l :::-::j -+ HORIZ. : 1 "=40' VERT. 1 "=8' 80 120 ' V.W.D. "AS-BUILr' :c,a~~~F~ A~ 0 Ill T f[ Al l;:j DATE SIG ATURE) RAYMOND L. MARTIN P.E. NO.: 48670 MY REGISTRATION EXPIRES: 6 30 06 DISCIPLINE R.C.E. 1----+--+-------------t---t----r-----,---, CTI ~C-IT_Y_EN_c?_NE_{_RIN_~_o_1_P~_R_~_~N-~_A_D~ ~ ~ DATE INITIAL ENGINEER OF WORK 1>6-0ulLT , f<e.VI~ puy ?= +-UATe:.I". ~ Z.-lo-07 IC, 2-~~6'7 L...OCAT\OU t,J.Jb .000 TI..6r-s-f_;A~:r~,o~1,.1=----+-DA_T_E-'-l-'-'IN~IT,_IA-L -1-"'~[J~~-TE-'-t-l~NI_Tl,A,,_L---J REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 APPROVED GLENN T. PRUIM ,J'J-' ~-:?'. 6r,2C,,-,;?_ ~~ ·,< 3.)1_.,f.,,,4 CITY ENGINEERC7fic:E -....fil2..'"' EXE'.09 /30/07 / DATE PROJECT NO. CT 99-04-03 DRAWING ND. 429-7 R:\G282\&Eng\[MPR[JVEMENTS\OAKS NV\0282IB07,dwg[ 1275]Feb-13-2006:10 2w.o. No. 2352-130 V. W.D. 205-687 BIN : 070507 070108 0 ..... ::f oG'> .,, .i::,. I\.) I\) (Jl ~ I --.J --_:_J -J--- I i I~~-+ I ( ; 1 2 3 4 □ 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 1 e, "l 10 I I 12. < : 1 2 3 4 5 6 7 8 \ ) 1 2 3 4 PLANNING ENGINEERING SURVl:YING -- -----------------------r-- ---- -----:_: : -1 ____ I_ '··~======-"--+-.............. l~.==+·=· ""1=· ='--'+··· J -+1 =i='-'-=L r 15.00 .. i GPO . I :r:~- :lrr±--+---t..:..:..:_::__--~-:~ {_ -f-·~· ci =cJ='==-cc -,--- --I - -•?q ... ·:::1: .. ··· +---'----+---+== 1 ----:-: ::=---- cic.cCc,CCC. cc---J-cc···· ······ 1 i I I ···•·· .. ·.· .. 'Cr~~==+"':'P' ·J==--~=cs-i-· ;J~ i _ __c__ov.:rpc.:itr.:Rt . ,:.c . ':i... ••• ------c=+=+ ....... JS. 1;,, -. ····••is.i ~jt,J· ~. Qi ... I -~~ d1NALGk ' .•. · · '1 1-~+ 8 S'f:QR ·•· @ · . I'll •••••··•••• ~I. -. -==~=:-~. ---------=~==-. .. .. i •. ,2'1-llb±=-+.-''l,.._~ . ..... .. r ---=-------r ·r-.~t -- ----- ---- ------- -,- BEARING/DELTA RADIUS LENGTH REMARKS 19°//'21· 1000.00' 334.91' N 5"10'00" W 100.23' N 5°/0'oo• W 115.98' 11·29'31• 700.00' 140.40' CURB DATA BEARING/DELTA RADIUS LENGTH REMARKS 19•11'21· 983.00' 329.22' 6" TYPE G C&G N 5"/0'00" W 216.21' 6" TYPE G C&G N 5°/0'oo• W 60.98' 6" TYPE G C&G 90•00'00· 30.00' 47.12' 6" TYPE G C&G 90•00'00· 30.00' 47.12' 6" TYPE G C&G N 5"/0'00" W 35.23' 6" TYPE G C&G 19'11'21" 1017.00' 340.61' 6" TYPE G C&G 8 11"28'47" 683.00' 136.85' 6" TYPE G C&G 11·30'13• 717.00' 143.96' 6" TYPE G C&G '-/ 'v ,,,...--~, STORM DRAIN DATA -"' Cl I ci OJ 'i: CJ ::i~ BEARING/DELTA RADIUS LENGTH REMARKS 2·43•13• 988.00' 46.91' 24" RCP 1350-0 ~ -~ 0 -----~,-, 13"31'43" 988.00' 233.29' 24" RCP 1350-0 2"21 '37" 988.00' 40.70' ,:x• RCP 1350-0~ N 5"10'00" W 20.23' 36" RCP 1350-D" N 5"10'00" W 49.50' 36" RCP 1350 o-· (, u 1::/10' oo'\.,..J [ sc..ex:.. [ !x.-"RG-f' l'::,E,c,-0 f:J . N 5"10'00" W 14.c..Z.' 36" RCP 1350 D" ~ 4"15'14" 688.00' 51.08' 36" RCP 1350-D" 9•59'55• 688.00' 120.07' 36" RCP 1350-0~- N 80"44'00" E 144.93' 24" RCP 1350-0 ... id:, N 79"/3'49" E 25.44' 24" RCP 1350-D I N 54•50'00· E 27.25' 18" RCP 1350-0 A Ut::£.. Tl-He.Ke..~ \...J A I I f p ::,Tof<J·4 Pr'-Lsll-1, -c:£E:. UOT'e-u:>.~ ~ ~ROfESSto,t C\.-l c:Jl--le.e.T I l:S'.~.Jt~<'~ ,,..,.-~ tij;zi S-EWER"DkTA _,.. -i;'jj-~ ~* ' 1if NO. C-48670 "' fi.: BEARING/DELTA RADIUS LENGTH REMARKS fxp. 06--30-08 N 14"13'35" E 51.53' 8" PVC SDR-35* N 7"45'00" E 115.79' 8" PVC SDR-35* ~;;,,__C/1/ll ~ N 1"16'17" E 110.24' a• PVC SDR-35* "-,£,9[ CA~'/jJ:'/!, ~ N 3"31'39" W 57.21' 8" PVC SDR-35* N 5"/0'oo• W 110.23' 8" PVC SDR-35* N 80"44'oo· E 32.82' 8" PVC SDR-35* -VWD NOTE· N 80"44 'oo· E 108.42' 8" PVC SDR-35* NEW STREETS SHALL BE CONSTRUCTED TO N 80"44'oo• E 5.00' 8" PVC SDR-35* SUBGRADE PRIOR TO THE INSTALLATION OF • GREEN THE PUBLIC WATER OR SEWER SYSTEM. CMWD RECLAIMED WATER DATA VWD WATER DATA I I BEARING/DELTA RADIUS LENGTH REMARKS BEARING/DELTA RADIUS LENGTH REMARKS A 0·51'01" 995.00' 14.77' 8" PVC 19•11'21 11 1012.00' 338.93' 8" DIP CL-350** B N 5'10'00" W -80.23' 8' PVC N 5°/0'oo• W 121.23' 8" OIP CL-350** C N 39"50'00" E 14.14' 8" PVC N 5·10'00• W 94.98' 8" DIP CL-350•• N 5·10'00• W 712.00' 148.91' 8" DIP CL -350** •• WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 VALLECITOS WATER DISTRICT HUNSAKER & ASSOCIATES SAN DIEGO, INC 10'17':I Huennekens Street San Diego, Ca 92121 PH(858)558-4500 · FX(858)558-1414 ENGINEER OF WORK ~2 JX ~a.~ _Jl, ~M R~D L. MARTIN ~E RCE NO 48670 EXP. 6/30/06 Approved By. -t:R ~ --- ---------,-- I ' - ------___ -_:) __ _ IO - Cl "' ~1 "' :g -~ co -" Cl 0) ~ + lli ~ c,: ----1 I r 04 DESCRIPTION: LOCATION: ELEVATION: s l rvw r·--r--i 7!ms -1-f-l--f-!f---&-f~ BENCl-I MARK U.S. C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONC. MON. POINT LIES 8.5' EASTERLY OF EASTERN BER!rf LINE ORNLYRAONFCHJIL~~,.NRIT,Ci\ F£ ROAD, 133 NORTH£. c, "~" TRANSMISSION LINE POLE MARKED "TL2301 1 • AND "TL/ 3825 • AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL REVIEWED BY: z:: ;:;-., INSPECTOR SAN EIJJO RD. SEE SHEET 10 a, :t."I Di., RLn DATE INITIAL ENGINEER OF WORK --------------,--------r 3()+00 (IIWD) 215 <il I J 0 3 ~ g ~ ~~ ~ ~ -Ul Cl '5 "' lli Q I Cl~ -i (l ~ cj -a.. ci ~ tt! ) "' ;: Cl t ~ ~~ "·"' " ' ¥1 iE ,,., "' ,,., - DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL -----1-- ---______ J ___ --=-.r HORIZ. VERT. 0 40 80 120 --~---'----~l ____ ~I SCALE 1'0 40' 20' STORM DRAIN EASEMENT PER FINAL MAP 69+42.35 SD ) &, WO -C:,.O. = OI..Jc,. -'H'l,,-4 {p er 06-14 FOi<'.. CQIJf\LlLI6flol(J ------- 39+47.52 END CAP ASSY & TB PER \IWD W-16 V.W.D. "AS-BUILT' s;;Qb!!Z>s;;iJ 4 ~=,-e,u1g: fi ,o,b)o DATE SIGNATURE) RAYMOND L. MARTIN P.E. NO.: MY REGISTRATION EXPIRES: 6 .30 06 DISCIPLINE IMPROVEMENT PLANS FOR: 48670 R.C.£. LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 1 "=40' 1 "=8' APPROVED GLENN 'f. PRUJM &r I~ c:e< 4 ~~ ~ o/u-/&>c-lCITYENGINEER ~ 51274 EX lL/30/07 ~ DATE DATE INITIAL CITY APPROVAL PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 R,\0282\&Eng\lMPR □VESC:NTS\DAKS N\l\0282JB08.ciwg[ 1275JFeb-08-2006,!4,4'1\0. No. 2352-130 V. W.D. 205-687 BIN : ~ os·o20C 070507 070108 0 00 ~ 0 G) ,, .,1:::,. I\) (!) I\) 01 I -..J / j 1 ----------• PRESSURE ZONE=75 t---+-----+-t--+--+----, I --" ---+----1 -1- ,~i;'n"''l'#-,"h J ' -•-_Ir __ PLiW~SH"'"H --- 1 ' ' . - --- ----- ------ - - - ' ... -' , - -- I -J T ' - =(J" crve;,,--"-P"'iasi - -SJ.Ou lf'-- I ,--+-----r , -J ---• =e I, '2. -4 Y. +'~ :£ ------'---.+,==j=L:r:.~-CC•·----- ---4 "' ,,. ' -i ' -f •• -I --·-r -' -,--_,---------T --~----t-~--•-==--i-===.:.:.T :::_Ir_:··----. -------1= -- -----T ' . . -, -------------' . ---::.:.·::,·· --------1-·r · -r ---------1' --+----+--1 --<--- --I -i ---+-c-__ -_-,-,----t·-' ------' --::f --- ---__ -:f- o--+----,-----;-+ :: -- ---i J_ - I -J: - i I I 1- CENTERLINE DATA I J BEARING/DELTA RADIUS LENGTH 1 N 51'57'00" W 144.45' 2 3•23'00· 200.00' 11.81' 3 N 55·20'00• W 440.99' CURB DATA □ BEARING/DELTA RADIUS LENGTH 1 N 51'57'oo· w 97.45' 2 3·23'00· 175.00' 10.33' 3 N 55'20'00" W 343.00' 4 89'59'36" 35.00' 54.97' 5 91"57'15" 35.oo· 56.17' 6 N 55'20'oo• W 352.96' 7 3'23'00" 229.00' 13.52' 8 N 51'57'oo· w 97.45' 9 180·00'00· 5.00' 15.71' 10 N 51"57'oo· w 94.45' 11 3·23'00· 195.00' 11.51' 12 N 55'20'00" W 338.00' 13 180"00'00" 5.00' 15.71' 14 N 55'20'oo• W 338.00' 15 s23'00· 205.00' 12.11' 16 N 51·57'00· w 94.45' VWD WATER DATA REMARKS REMARKS 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 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB 8" TYPE 8-1 CURB I J BEARING/DELTA RADIUS LENGTH ( REMARKS t . J\ 1 N 51'57'oo· w 137.0// 6" OIP CL-350" 2 3'23'00" 205.00' 12. 1 ; ' b" DIP CL-350** 3 N 55'20'00" W 366.38 b" DIP CL-350" 4 N 55'20'00" W 5.55, b" DIP CL -350** ** Wl7b 'ffti! •M• fll PER DETAIL ON SHt.t. I 3 VWD SEWER DATA BEARING/DELTA RADIUS LENGTH 1 N 33'15'27" E 5.00' 2 N 46'/3'10• E 28.23' 3 N 45"29'51" E 60.66' 4 N 45'29'51" E 34.50' 5 N 55'20'00" W 207.53' STORM DRAIN DATA 0 BEARING/DELTA 33'10'53" 2 N 55'20'13" W 3 N 55'20'13" W 4 N 34'40'00" E 5 N 34'40'00" E RADIUS 45.00' LENGTH 26.06' 6.36' 8.00' 45.50' 5.00' * WATERTIGHT JOINTS ALONG ENTIRE PIPE REACH PLANNING ENGl,\JEERINC SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC. ·10"179 Huennekem Stnict San Diego, Ca 9ll21 PH(35B)S58-4500· FX(858)558·14'14 REMARKS e, PVC SDR-35* 6" PVC SDR-35* e:,• PVC SDR-35* I:> PVC SDR-35* o• PVC SDR-35* * GREEN REMARKS 18" RCP 1350-0* 18" RCP 1350-0* 18" RCP 1350-0* 18 • RCP 1350-0* 18" RCP 1350-0* 30+12.00= 26+12.09 SIT/0 COR. CL INT 30+00.00= 25+91.78 SITIO COR. VWD NOT£· 30+00 SEE SHEET 6 SITIO CORAZON =---t----1 ~ I SITIO CORAzoN SEE SHEET 6 NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. CONSTRUCTION NOTE: (j) REMOVE EXISTING AC BERM AND GRIND ANO OVERLAY FOR SMOOTH TRANSITION BETWEEN EXISTING ANO PROPOSED PAVEMENT. ENGINEER OF WORK . t •• --1 ~<l::~-~R~4=-~7~AND OMl-3 IE 203 VALLECITOS WATER DISTRICT 2 .' ---:::: .. :::: ::J HORIZ. : 1 "=4-0' 1NGS VERT. : 1 "=8' 32+00 33+00 34+00 35+00 36+00 204 217 . ,,-------. ,; •. . IE DESCRIPTION: LOCATION: ELEVATION: 32+59.23 T 40+00.00 SEWER ENO PLUG BENCH MARK U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON. POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "rl23011" AND "rll 3825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVO 29 MSL AVENIDA SOLEDA "AS BUILT" ~✓k:1J REVIEWED BY: INSPECTOR 06 /o--r I ob DATE "'/oz./<1JI • OATt .., -Ii .... PER DWG 36B-2 RANCHO SANTA FE ROAD ~~ Ii i /!, ,1 0:1';;' ,, ' ;;: 'I I~ ti Cl'.)i~ cd V, ( TRAFFIC SIGNAL PER I DWG. NO. 397-1 . AT T~IS INTERS£, 1 ® / I Jh\csi<i!-=-•-•zl r-""!f-.~)fk-=• ===sec -S25';;&11.,,13J t_, RANCHO SANTA FE ROAD PER DWG 36B-2 35+34.25= 241 +29.94 RANCHO SANTA FE RD REMOVE EXIST. END CAP ASSY & CONNECT TO EXIST. e:, • DIP WATER PER DWG 368-2. CONTRACTOR TO FIELD VERIFY LOCATION AND TYPE OF PIPE. c.oµoT lb?LATe-0 Fl 61 V::.E., CO~\\OU, 24 .93 RANCHO SANTA FE RO 35+34.24= 240+99.94 RANCHO SANTA FE RD= 4 + . R REMOVE EXIST. ,ER END PLUG & CONSTRUCT MH 24 PER VWD S-1. CONNECT TO EX T 8" PVC SEWER PER OWG 368-2 35+38.24= 240+94.93 RANCHO SANTA FE RD TYPE A-4 CO CONNECT EXISTING 18" RCP 40 SCALE 1 '= 40' V.W.D. "AS-BUILT" ~AG[ '0 Q(~Affi2R8 w :r: A bf b DATE ------r -----'RA=Y""M~O~N~D-'L~.-'M~AR=T~IN~---P.E. NO.: 48670 MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. IMPROVEMCNT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 APPROVED GLENN T. PRUIM Jr ~--;i-~ -¥/u/.o«, CITY ENGINEER 5127A t:JCqg/30/07✓·, DATE 120 i-:=--1..:..1.:.::..c"LO(.p'-=-f-RU-1-'--'---f-'--' }'..f".bl __ l':O_e.._\..J_M"_E.IZ __________ --t"lLl'" DATE INITIAL DA TE INITIAL DATE INITIAL OWN BY.·~~~- CHKD BY, g \;r:'. ii RVWD BY: PROJECT NO. CT 99-04-03 DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 429-7 R,\0282\&Eng\IMPR □VEMENTS\OAKS N\./\0282IB09,ciwg[ ,12 /jJf eb-1J-·2006,l0,2W.0. No. 2352-130 V. W.0. 205-687 BIN I . I '· ' ' ' ' (, / I 050206 l '-.-_____ . ! 070507 070108 / ---+---···· ·1 ---- -----1--- T····· ----------------->- CENTERUNE DATA ( : BEARING/DELTA RADIUS LENGTH REMARKS 1 N 84·50•00" E 598.83' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 84'5o·oo" E 197.48' 6' TYPE G C&G 2 N 84'5o·oo" E 150.27' 6' TYPE G C&G 3 92'01'07" 35.oo· 56.21' 6' TYPE G C&G 4 92"21 '/ 7" 35.oo· 56.42' 6' TYPE G C&G 5 N 84'50'00" E 159.36' 5• TYPE G C&G 6 N 84'50'00" E 300.00' SEE NOTE' 7 180·00'00· 5.00' 15.71' 8• TYPE 8-1 CURB 8 N 84'50'oo" E 434.75' 8" TYPE 8-1 CURB 9 180·00·00· 5.00' 15.71' 8' TYPE 8-1 CURB 10 N 84'5o'oo· E 183.39' SEE NOTE•• 11 N 84'50'00" E 251.36' 8" TYPE 8-1 CURB •6" C&G WITH GUTTER GRADE MATCHING SUPER-ELEVATION CROSS-SLOPE OF THE STREET. ,.8,. C&G WITH GUTTER GRADE MATCHING SUPER-ELEVATION CROSS-SLOPE OF THE STREET. WATER DATA / ( l BEARING/DELTA RADIUS LENGTH REMARKS 1 N 84'50'00" £ 290.48 e,' DIP CL-350*' 2 N 84'50'00" £ 219.87, e, • DIP CL -350** •• WIT~FIJ[!NfftE WR~P PER A SH~:::" SEWER DATA ( : BEARING/DELTA RADIUS LENGTH 1 N 84"50'00" £ 294. 18' 2 N 85'21'46" £ 238.82' STORM DRAIN DATA 0 BEARING/DELTA N 53"44'52" £ 2 31•05'oa· 3 N 84·50•00• £ 4 N 84·50•00• £ 5 N 84.50'00" £ i--=--+--6 N 87'24'44" £ 7 N 85'37'46" £ 8 N 85'37'46" £ 9 N 5·10'00• W 10 N 5·10'00• W 11 N 4•22'14" W RADIUS 22.50' LENGTH 52.09' 12.21· 14.95' 3.25' 203.77' 8.01' 18.72' 28.65' 15.25' 26.00' 4.00' 12 40·43•54• 22.50' 16.00' PLANNING ENGl:-.JEEKING SURVEYING HUNSAKER & ASSOCIATES SAK Dl[CU, INC. -10179 Huennekem Street Sc1n Diego, Ca 9m-1 PH(858)558·4500 · FX(WiU)551:1· 1414 REMARKS 8' PVC SDR-35* 8' PVC SDR-35* -• GREEN REMARKS 18' RCP 1350-D 18" RCP 1350-D 18" RCP 1350-D 18" RCP 1350-D 36" RCP 1350-D* 36" RCP 1350-D* 36" RCP 1350-D* 36" RCP 1350-D• 18" RCP 1350-D* \ B C D £ RECLAIMED BEARING/DELTA N a4·50•00· £ N 39'50'00" £ N 84'50'00" £ N 39'50'00" £ N 84.50'00" £ 37+01.15 2 BO PER VWD W-1 10+12.00= 37+06.15 SIT/0 COR. 37+11.15 1 AV PER VWD W-2 RADIUS 10+00.0/k • 36+95. 1'5 SIT/0 COR. · .• 40+00.00 MH•,NO 20 • .. ·•. 83+91.29 PER' VJZD S-i .. CL INT . / ·, ·,. 10+00.00-, \ . 35+85.15 smo coR. \ 10+00 WATER DATA LENGTH REMARKS 31.26' 8" PVC 14.14' 8" PVC 474.95' 8" PVC 9.65' 8" PVC 8.03' 8" PVC SEE SHEET 8 SITIO CORAZO •I \, : Ri',ZoN Ff. l(r10 co • '• 60+00.00 SD :SlTIO CORAZON . SEE SHEET 8 TYPE F CATCH BASIN 60+53.59 SD BC 60+65.80 SD EC 9+80.75= 36+62. 15 SIT/0 COR. 60+82.75 SD TYPE 8-1 INLET, L=18' VWD NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. CONSTRUCT/ON NOTE: (j)EXISTNG 36" STORM @ 5 18% TO BE REMOVED ANO REPLACED WITH 35•· STORM @ 0.52%. RESURFACE TRENCH PER SDRSD G-24 TYPE A. (%)REMOVE EXISTING AC BERM AND GRIND AND OVERLAY FOR SMOOTH TRANSITION BETWEEN EXISTING AND PROPOSED PAVEMENT. @SEE SHEET 18 FOR LEFT CURB AND MEDIAN TC INFORMATION AND 11+00 VALLECITOS CROSS-SECTION DATA OF SUPERELEVATION WATER DISTRICT TRANSITION. ENGINEER OF WORK ~'~-Approved --By: ~- ' ):"/Jrd_, ;¼?M Date: '2...·o"-0 1. RAYMOW L. MARTIN RC£ NO 48670 EXP. 6/30/06 205 204 DESCRIPTION: LOCATION: ELEVATION: BARRICADE ~Q 10+50.B7 ff s!TIONTERA FRO 215 R4-7 AND OMl-3 "~ b o c-, ~ Cl <: SAN £LIJO RO I BENCH MARK "AS BUILT" U.S.C. & G.X. BRASS 0/SC STAMPED ~✓ A /-td/j L "K302., 1935" IN CONG. MON. POINT LIES 8. 5' EASTERLY OF EASTERN osJ-0--1 /oe BERM LINE ON RANCHO SANTA FE ROAD, ·u 133' NORTHERLY OF ELECTRIC ov/'tJo_/ob DATE CE 46cR70 EXP. ff/t;NSMIS!a!ON LINE POLE MARKED 1.23011 AND "(LI 3825" AND REVIEWED BY: APPROX/MA TELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO '"7::.7 ;:;-SANTA FE ROAO AND LA COSTA AVENUE. "',/o?.-,/~I 533.39 NGVD 29 MSL INSPECTOR # DATE 10' TRAIL EASEMENT PER FINAL MAP / ~ , r,': ,'f ,::_:_1 " ( A,H. & f"!,j/ , _,1/ M_,,, ,. --· //11/N Pr R .5f5b . )if 1--~0 /;'f II'--:, t "d!S / / 256+79.38 PCR & '-: ,::, g / / -,,-JW1CFT~T.A..f!;,fla_~~---i <' Cn PER DWG 368-2B / ( , .,;+ ~ ~"'11 RANCHO SANTA FE ROAD,1/ 15+22.35N2/.00'LT= ~ ~ 256+37.66 RANCHO SANTA FE RD IZI fi'.: 40 15+26.05N3, 18'RT 256+ 12.42 RANCHO SANTA FE RD REMOVE EXIST. END CAP ASSY & CONNECT TO EXISTING 12" PVC RW LINE PER DWG 36B-2B 15+I1.20~10.00'RT ANG PT 45. oo· BEND & TB (ANGLE =45'00 ·oo") 15+56.61= [255+91.45 RANCHO SANTA FE ROAD] EXIST. TYPE 8-6 CO PER DWG. NO. 368-28 0 V. il'.D. "AS-BUILT' 40 SCALE 1'= 40' ~t V\JO Ff?!S-,Ao-e,,,.JILT A (SIGNATURE) \►_.6 DATE _____ _ ____ __:R.::.A:.:.Y:.::Mo:,ON:.:.D,:__,Lcc . ....:MccA.::.R:.:.Tl"'N'----P.E. NO.: _4~8~6~7~0 __ MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. BO 120 ~ ~ CITY OF CARLSBAD s 0 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORBOOD 3.1, 3.3 -3.5 AP;::OVED GLENN T. PRUIM or ,:,'=lfo7/ct l<Ll-1 60 -e:,,JIL..T --' ,, , ~ ~ i~ J/4/0<,. '(,,'@(/J r:;;?,-,Jo, l'-LM ~ \t..S.'I\~~ ,-ro~ O~t-{. ~\~ 'r."(P~i A\~YAC.. ',.J/-o? IL°t; CITY ENGINEER E == ~ EX=--9 Z~Q Z07 ,. OA TE la,/L "1/0lo RLH I \ R.e-V I bl::.. k.\b..Tl'::f?._ '1,tt-11, Kr. l,U-44-,,, :7 OWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: l.~:r: 429-7 CT 99-04-03 REVISION DESCRIPTION RVWO BY, T/) ENGINffR OF WORK 0 rHER APPROVAL CITY APPROVAL " Ri\0282\~Eng\IMPROVEMENTS\DAl<S Nvl\0282IB10.ciwgC 1275JF eb-U9-2006•14•1W.0. No. 2352-130 V. W. D. 205-687 81N : /i I ' 070507 0 ~~ OG') ~.i::,. I\.) I\) 01 <.O I --.,I --' , ___ -----::::·::::·:: __ :11 4'~=4 •- -1 : ------- 1 ,-------------__________ ·:,··- CENTERLINE DATA \ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 4'18'45" E 120.55' 2 87"16'14" 70.00' 106.62' 3 N 5'10'00" W 60.00' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 90'00'00" 30.00' 47.12' 6" TYPE G C&G 2 90•00·00· 30.00' 47.12' 6" TYPE G C&G VWD WATER DATA ' ( ; BEARING/DELTA RADIUS N 5'10'00" W 2 N 5'10'00" W LENGTH REMARKS 154.00' 8" DIP CL-350'* 38.99' 8" DIP CL-350** " WITH POLYETHYLENE WRAP PER DETAIL ON SHEET 3 SEWER DATA Q BEARING/DELTA RADIUS LENGTH REMARKS 1 N 4'18'45" E 149.78' 8" PVC SDR-35• 2 N 28'09'37" W 47.73' 8" PVC SDR-35* 3 N 82'57'29" W 35.25' 8" PVC SDR-35• 4 N 5'/0'oo• W 5.00' 8" PVC SDR-35* 5 N 5'10'00" W 78.07' 8" PVC SDR-35* 6 N 5'/0'oo" W 59.94' 8" PVC SDR-35* • GREEN STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N s10'00· E 146.21' 48" RCP 1350-D 2 23'15'00" 90.00' 36.52' 48" RCP 1350-0 3 N 20·_0_5,...'o-o""· -w---l---'=:...::.._-+---=2c.:4:.:, 9:.::4:.._' ---1---'4.:C8-• ..:.R:.:C::._P_:_13::.:5:.:0:.._-:.:D~ 4 N 20·05'00• W 5.00' 48" RCP 1350-D 5 N 20·05'00• W 64.35' 48" RCP 1350-D" 6 N 5'10'00" W 104.89' 24" RCP 1350-0'• 7 N 5'10'00" W 10.75' 24" RCP 1350-D .-..uoe_ Tl--tic.K.E.fZ l !A I I f:0 -::>Toie,1-"\ Of<c,,,Iµ, -=e..e,. UOTE., \Jo.~ ou oHee,T I PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 1017':l Huennekens Street San Diego, Ca 92"121 PH(858)558-4500 · FX(858)558-'J4'14 ENGINEER OF RA:i?a1rfuTrf ~$ Rciffo48670 EXP. 6/30/06 20' SEWER EASEMENT GRANTED TD VALLECITIOS WATER DISTRICT PER DOC. REC. ff.e>, l~,u,oe, , AS FILE NO. :Z.00<,-0I04e.&") OF 0.R. 40 0 40 80 120 SCALE 1'=40' RIPRAP PER D-1 1 L=/6', W=/1.75, T=I0.8' FILTER BLANKET: _ ~ 2• CRUSHED ROCK, T = 1 ' LOWER LA YER: SAND L p·o. 15' STORM DRAIN EASEMENT PER FINAL MAP t-...___ _ ___... PROJECT BOUNDARY ( HORIZ. : VERT. : 9+00 10+00 40 0 40 80 ----- '" ~1 "'o SCALE l'= 40' . 205 10+ 15.47= 60+46. 00 SD CIJTJJFF WALL PER/ S'-10 O}'Q~O he-V) I!~<..) a o -tor-... Q o,co 10 , • "-I -c:,;,, c:,..,_ I ~~~Ct) IJ)~:S: c-,JQ)Ctl ;!; c!, S [li )\'. ;!; [li I ~ )i: "' -~ "'Cl}? . .',! Cl / 21'.! ~ ' //• · -f ... /, SEE SHEET 10 11+25. 10= 12+91.48 SAN EL/JO RD 81+38.01 MH NO 25 122+91.48! PER VWD 5-1 ' / i I .. t: SAN ELIJO ROAD 10+55.oo PCR 15' STORM EASEMENT j i !1 I ,\ 'i:,' 1 11+72.09 PER FINAL MAP 1 i : 1 1 ,. ;s-11 FH ASS'Y & m < 9+60,47= I\ I II I : I , LK i i ~.' }_.x V /2&.°~hih0ti."FJv TEE ~ 36 'CMP RISER Wj " I\ 1 / I : 7 Cl fl'.:,, ''"-" . .' .· •v W-4 & W-5 o C:01Jone.UG1IO)...l "'11-1fJ' ~Ji'.\ I 1---' '-' i---T ---/\, , ~ 11 +36. 10= f!: 60f00.00 SD ' ' I 1 / : . I\-~><~ "w I ~-~ PER VWO STD DWG z =-z.. F!:.R-a'oS-IG,, (ti!i . • 6 ' ,, o:,,( ll"' ii!·•>~,,__,_ 1 12+97.48 SAN EL/JO RD , 9+82:09 '-"7'-7>/p: \ / /~ · \.. 2• 80 PER VWD W-1 (. ! 79+ rJJ5, no ~ -1.. 1 J 5., i ::: 7 -hsbO--+ BARRICADE g SEWER /fND PLUG .,,7" s VWDJ / 1 :., ,' ~--•-~-,-1" .. \ 11+75.09 fjj 20' SEWER & WATER EASEMENT GRANTED TO /4, 1" ' • 1 ,i'--H-./ _t,< i-H-tl--'-tt---t4-'~'Ac-h~[':',< ,~ END CAP ASSY & TB VALLECIT/05 WATER .0IsrRICT PER ;; ' ' +-'+--+ 'I / .,v•~_2_ PER VWD W-16 r,.i No.z.ooc.--0104bl.,<-, QF O.R. w. 11 / i I/ <'»'<.' .• ~ '-.... -13+02.48 SAN EL/JO RD ooc. REc.FU:>.1~,f.Lx;x~, AS FILE •11 p/ / i i' 1 I/ l <·ii\;..:'. 11+36.10 ! 9+87. 09 / 11 ~ 1 ~ ' / , 1 / " L · · . · ~ ~ '--1/~~ ,C!:t=2"'~"'fR"'0-vw:-o-w~-~2 "' · I / I/ ;j§,}.' 7 .. • · '-.._ o+oo.oo MH NO 21 -...: ~v, , v I/ 21 • PER vwo s-1 I ::J /' ..,. e"' :· I/ a;. · 1a 9+82.09 i ~c:, ;!;r;:i~ , 11\,.._-i--;I-_ !Ch -_(..)...... IV' ~~ ~ f!J5& .TB / ~ tt:J/ I 12· DIP (VWD ~ 9+.86. 1 o / '.;: i:'. fli 1 1! SAN EIJJO ROAD 7 l'i ai ;;;' 1 ;\V PER"VWD W-2 1 2 i:Jl,li ' SEE SHEET 10 ~ Cl -"- a1 -Sl~~ a 4: S-:li] ~ Sl ~[51::.e: 10+55.00 PCR VWD NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRAOE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM . V. W. D. "AS-BUILT' ~ S: ..:Cl~ol "' -i-~ "' 0, fl; " 1 "=40' 1 "=8' 120 20' EASEMENT TO SAN DIEGO GAS & ELECTRIC BY DOC REC. OCTOBER 20, 1958 IN BOOK 7307, PAGE 304 OF OFFICIAL RECORDS cour,;,e,T •./\JO FOR, .00--0UIC.:[ l'Lc,i-.Jc:, DATE ------(SIGNATURE) l -----'-RA'-'Y"-'M"-0"-'N-'-'D'--=L'--. -"M"-ART=l"-N ____ p .E. NO.: _4c,8c,c6-'-70,,__, 11"' :'!it .,, ~~ ;;;o -c-., l:;Lri ~ 1,.ro ~-0) r .... -1--C\j SIT/0 FRONTERA WORK ACCESS ROAD VALLECITOS WATER DISTRICT Approved By: --~r,...,.tli<j'(I:,!,...,,.__ __ _ Oa te: ____ __,'2c._•__,f::,l-_--=.:,__:,,.__ ___ _ MY REGISTRATION EXPIRES: 6 30 06 DISCIPLINE R.C.E. d::: ~ 1------+--+------------+---+------+--+-------1 ~ CITY OF CARLSBAD L_-1:___I-_J ENGINEERING DEPARTMENT BENCH MARK "AS BUILT" "K302., 1935' IN CONG. MON. IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED ~ LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ,I/ A -L. 1.ri I BERM LINE ON RANCHO SANTA FE ROAD,H'lf: :,.@'.'l+ 0 =-,,.£:!;Pe,_ APPROVED GLENN T. PRUJM or 133' NORTHERLY OF ELECTRIC 4e,c,,o EXP. =/=/ob DATE ~ L ~£? ~ ' ·,{ ',I_/. /. ._ ff/tfJt!'f~1~¼/1fJfi./!Jg~~-MfffffED I ;~~~~=~::.'.::-=====-------J;~'~o-1~•/ol.~~~~~~;~,1:,~,o~-~e,~11L.:~:r~============t::=t::::=t:~,.=jl:c-+.-,t=,_~=l cfrf EN¾::EERtlRCE-3iz~~p09/30/0~/·✓~~ATE APPROXIMATELY 1.2 MILES NORTHERLY rREVIEWED BY: :,/1c,/07 l'.J-t-'\ 4' ~'I,,,._ .,, .. .., .. I'-"·2J-o7 Vt: '.lii://hm) OF THE INTERSECT/ON OF RANCHO --,,--: C SANTA FE ROAD AND LA COSTA AVENUE. ;; _: r., -'-' ✓,,./r,I DATE INITIAL DATE INITIAL DATE f'INITIAL =g ,,, "7'--' REVISION DESCRIPTION ELEVATION: 533,39 NGVD 29 MSL INSPECTOR ;3, DATE ENGINEER OF WORK OTHER APPROVAL CIIY APPROVAL OWN BY,-~--,- Cf-lKD BY: n i"1"' A RVWO BY: rff I • PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 ,,\0282\&Eng\IMPR □VEMEN 1·s\□Al<S NV\0282IB11.dwg[ 1275JF eb-08-2006•14•3\o/. 0. No. 2352-130 V, W.D. 205-687 BIN : . -,, ---,,--~ ·:;, ~ - '050206 070507 0 }-> ~ }-> C') ~~ I\) I\) (Jl (!) I -..J ', / -----____ :: ::-- I----- ' ----1--+-- : T: --,-- -~------- -------------~· --, ..... ············ 1 · ---T --~-,--s ' - -------+---- -~~- . -----------------•----- a=.:-,, ....• =~---------------, ----_;::::::~:: --------- -: - --: ,. I ----+-----------------+--.. ' _-:,::-::::::-:::r:- ----+--------· r .... CENTERLINE DATA Q BEARING/DELTA·-+----'-R'-'A=.Dlc=U.:cS_+---=L:c:EN.:.:G:..:c.:.:H~1---'R"'E""MAc.cR~K.:.:S~---1 1 N 82"57'29" W 391.38' 2 3"27'20" 1000.00' 60.32' 3 N 86"24'50" W 221.13' VWD SEWER DATA Q BEARING/DELTA RADIUS 1 N 82'57'29" W 2 N 82'57'29" W 3 N 85"58'04" W 4 N 88"52'11" W \ 40 0 40 SCALE !'= 40' Pl/1NNJNC ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 10-179 Huennekens Stri::i::~ San Diego, Ca 92'121 PH(858)558-4500· FX(858)558-·14-i4 LENGTH 180.93' 210.00· 233.62" 47.83' REMARKS 8" PVC SOR-35' 8 • PVC SDR-35• 8 • PVC SDR-35• 8" PVC SDR-35• * GREEN • . -1~-•. ·~. ,h-4-1 ----1------!---~ ---------------+------__ --:_! __ - ---__ • ••.• 1 -----.:::::: : ___ ---,. ' I .. . ----------- I l ---_--------r ------. r :: __ ::: ______ , __ :_:: _: : --r -----r::: ---------------:-____ :_ ----- - l. --- - ------,--------·_. ---__ : ____ -i- ----------- ---------1---------:::::: ------------------+ :-::: ----:::-::::-:: _, __ _ ' ::::: -:::::1: __ ----... ------------: -------------::---- ---------------------------1---- - -----<--- -----::: __ :f::_ .. :: ••• •• •• i ---------------------------,--- ------------' •- ----------: :::: __ -- i -------------1--- -----------!--- . --------i=..:..:..:-- ---------- . I ~ -----,--::::_: ___ --__ :: ----'-- ---- . ! . i• ' .... ••.• ! ---f---:: I ' I ::::: - ' ----,----I -----!----::: :::::::::_ l--- I ___ : _____________ ---------_, __ _ ' ----1----i---- 12+00 13+00 14+00 202 V.W.D. "AS-BUILT' ENGINEER OF WORK 2 . _/ ,Z ~.t... ~,dk- RA_ Y[:J.f,n~D L. MARTIN DA TE RCt NO 48670 EXP. 6/30/06 VALLECITOS WATER DISTRICT Date: _____ '2._•_(~J_-_i>_I ____ _ ------------ 15+00 16+00 17+00 201 DESCRIPTION: LOCATION: BENCfl MARK 20' SEWER EASEMENT GRANTED TO VALLECIT/OS WATER DISTRICT PER DOC. REC. PU:>, I<=> , 1.001., , AS FIL£ NO. uxx, -0104&:.9 . OF O.R. SEWER ACCESS ROAD U.S.C. &: G.X. BRASS DISC STAMPED "KJ02., 1935" IN CONG. MON. +-±.---+ . i ' 18+00 19+00 i 20' 2' 18' ·'.• SEE DITCH DETAIL BELOW 4" OG OVER NA nVE SOIL REDWOOD HEADER COMPACTED TO 90% (OR AS RECOMMENDED BY THE SOILS ENGINEER) THICKEN END SECnONS TYPICAL BOTH SIDES TYPICAL SECTION: SEWER ACCESS ROAD NOT TO SCALE TRAIL J" 470 C-2000 CONCRE7E WITH 6" x 6" x 10 GA. WELDED WIRE MESH DITCH DETAIL NOT TO SCALE IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 ------7--- APPROVED GLENN T. PRU!M67r v/.. ~ -T!'/.? ~~· .~ 3,µ~f .. ~ ' POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "TL23011" AND 'TL1J825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO 1----+---J-------------------t----+----t---t---J CITY ENGINEER i?RCE ~ EXP □ 9 l30 /07 ., DATE t-;R;;:Ev\:;;l;;:£:;;W;;:E,;::;D-B;::;r'.:::,---------------4-\CS=yo;-:·.-,:1-;1,ct-:!-·:::"'-L..rl::c-c:--;--+1-,;:-,._-cbb-:;:----o=-0:::,L.;:::,,--=----------------j---+---t----t----i /4 ,,c;, . OWN BY:-~---PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 DATE INITIAL DATE DATE INITIAL ELEVATION: SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL INSPECTOR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: 2..S:r' -•'' RVWO BY: (/J R•\0282\&Eng\!MPR □VEMENTS\DAKS Nw\0282JB\2,ciwg[ 1275JF eb 09 2C06•14 09 W. 0. No. 2352 1 JO IV. W.D. 205 687 BIN : ~, ... ·'. -· -1 050206 1 070108 / \ i ,- t---- _-_L__ ' - -___ L. __ --- -+·- ' ' ···········,, ······I ........ _ c· l_ ···---1---· -·--+ I······[--- ! ' I··-- .:::.·--········- · t ,. J····· !I!·! ···· i ·········· +···· f . I I ........ ~ ... ~ ... ~ .. r ... ~· ... t .. ~ ·_··· r ! , ~t-T ..... ·-----l--- ' -.... --------1--·· ' -··-r ,:..:..:.._:_·,---l----'-"--- CENTERLINE DATA -~-··-· ----~----'---,,-----=-==~,----,==c----,----c=-c==---, 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 86"24'50" W 4.97' 2 4•23•10· 922.00' 70.58' 3 N 89·12'00· E 82.10' 4 N 8St5'oo· E 102.00' 5 N 88"3o'oo· w 100.07' 6 N 8S45'oo· E 195.18' 7 N 50·35'00· E 105.oo' 8 N 81"05'oo· E 70.01 • 9 N 68"12'18" E 36.47' SEWER DATA l BEARING/DELTA RADIUS LENGTH 1 N 88'55'14• W 157.50" 2 N 83"t5'oo· E 102.00' 3 N 88"3o'oo· w 100.67' 4 N 8S45'oo· E 195.18' 5 N 80'46'57" E 175.02' 6 N 68"12'18" E 34.87' STORM DRAIN DATA 0 BEARING/DELTA RADIUS 1 N 33"34'51• E ~ PRIVATE STORM DRAIN HOA MAINTAINED A LENGTH 30.72' REMARKS 8• PVC SDR-35* 8• PVC SDR-35* 8" PVC SDR-35* 8" PVC SDR-35* 5• PVC SDR-35* 5• PVC SDR-35* • GREEN REMARKS 12" PVC C-900~ 3 • 2500 PSI AIR PLACED CONCRETE 7'~3• 470-C-2000 CONCRETE OR L .. , W/ 6" x 6" x 10 GAUGE WELDED 1-7 -WIRE MESH. -- TRAIL DITCH SEE DETAIL ON SHT. 12 J DRAINAGE BASIN A f---2.0· -I ACCESS ROAD DITCH , nfr· SEE DETAIL SHT 12 ~ 1 I TRA~ 711:C,-...._\ =~~:J,·4. ~..::._-1._ 12· pi~-~•:'•t~ 1'-8" - DRAINAGE BASIN~-----3• 47~-C-2000 CONCRETE OR 3• 2500 PSI AIR PLACED CONCRETE PLANNING ENGJNH'.KING SUKVl:YING SECTTON A-A W/ 6" x 6" x 10 GAUGE WELOED WIRE MESH. DRAINAGE BASIN DETAIL NOT TO SCALE HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huermekens Street San Diego, Ca 9212'1 PH(858)558·4500 · fX(858)558-1414 RA' R ENGINEER OF N0.3 BACKING RIPRAP PER D-40: U/S W=5, D/S W=6, L=10', T=1.2' FILTER BLAKET: 3/16" CRUSHED ROCK, T=I' WORK VALLECITOS WATER DISTRICT Approved By: ~ /4 o Date: ----~,Z.=·~_·,.(.),_~_--'1,e_:• ______ _ DESCRIPTION: LOCATION: ELEVATION: SEWER ACCESS ROAD ... --------------· -· -··· ,.. . ------------·-·- -------1::·-- --------<--- 20' SEWER EASEMENT GRANTED TO VALLECITIOS WATER DISTRICT PER DOC. REC. ee:,,, · '"", 'LDO(_, , AS FILE NO. UXX--01046&"1, OF D.R. 10' PUBLIC TRAIL EASEMENT PER FINAL MAP SCALE 1 '= 40' 80 120 V. W. D. "AS-BUILT' 920f?'CT Yl 7fimArUREr nLT A A/e )0 DATE _______ , _____ RA=Y.:,M:.:O'-'N-"D_L:,._M"'A"'R"'T"'IN'----P.E. NO.: _4,_,8'-"6"-70,,__ 1 MY REGISTRATION EXPIRES: 6 30-06 DISCIPLINE R.C.E. IMPROVEMENT PLANS FDR: BENCH LA COSTA OAKS NORTH "AS BUILT" DEVELOPER IMPROVEMENTS u.s.c. &-G.X. BRASS DISC STAMPED NEIGHBORHOOD 3.1, 3.3 -3.5 MARK "K302., 1935" IN CONG. MON. , t.,,tf? ,,,,::j /_ POINT LIES 8,5' EASTERLY OF EASTERN • _/ ~ll~ os/o7/oe, APPROVED GLENN T. PRU!M 9Y BERM LINE ON RANCHO SANTA FE ROAD, -DATE ..4 ~ ~ ~~-e . "' _'JI,/,./.:>&. 133' NORTHERLY OF ELECTRIC 4bc 7o 0c,le::,olo~ ,"'0::-- TRANSMISS/ON LINE POLE MARKED RE J EXP. -/-!~ CITY ENGINEER CE 51274 EXP09l3DI07 ' DATE '71.23011" AND 'TL/3825" ANO t---c:::c--=-c--------------,_ ___ +----h-------------------t---+--+---t----t ------~ APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: ~y',cq/q, A.YI liAAb-e>ulL.1 OF THE INTERSECT/ON OF RANCHO ,- SANTA FE ROAD AND LA COSTA AVENUE. z;::; .r.,, > ',') ti"/"¥"-!-DATE: INITIAL 533.39 NGVD 29 MSL INSPECTOR t{/ DATE E:NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTNE:R APPROVAL DATE INITIAL CITY APPROVAL OWN BY: ---;,.-;-:;:;;-- CHKD BY: l"J '-_,. • RVWD BY: f '1/ f PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 R,\Q282\&Eng\JMPR □VEMENTS\D~KS Nw\0282JB1J.dwg[ 1275JFeb 09 2006,14,0W.O. No. 2352 130 IV.W.D. 205 687 BIN ; I f 070108 0 ...,. ~ WG') ~~ I\) (\.) 01 c.p -..J i ; I --------- -- -------------· ----------------- -----. ... --------------------- -----------·::::·:: :·::·:·:: .:::. _::t. .-i -t--. .. I ---, .. i .. [> ';1;.:,_:c ~* WJr•··••·····. :icc'~·cc/4\cc··cc··cc,ILC---CC-~· ·➔1-~·---~,,;c:-#·s.·b···;..,--1"··=1·""·"~·, ·~·.·--'·· .._··---1:;_.;J-·---·=··=···.,_.""/'::··c..·• ___ ·41::.·---------•-. e-----tt---+-•••..••.•• =!Tl .~~ •••••••••• Ifill! 1••···· .. :xA~isi::~p· VFILE-~ c,7 I ~~f,~)=11 ?3~,.. .· 1111 .. 11 . 1111 ( : •• -. 11 .. 1=.=-=:=:t~.+ 1 ' I····· ....••. PROFILE SCA{;s . ,. 1':,..+ l .. ii•: ' : : ; I 1--1-.;.~ ... ~ ... '-+,=,-I. • •••••••.•••.•.•••••... .. I .. ... . ........ ,. ! I+··· .. ; . ffF~"'l•#··i~;f.··~1,!J', ... }:--_1'---·1tJ~~~-¥.;4'~-D-l±,-p=···±··~=l&=.••=:=•··+··~ ••• 7 •• I-•••• -•• -.. 1 ••········ ~~~!?. : ; ::::?· ' I · 1 ·. :. ,1-~-+-I -f!ee 7:5p-'yf P• ••••·•!' F I _...L~··~··= ··Lc±-=======-'---'--J___j__J__----' .. L,~· ====-!--'_t_' ,~~'-~-,, !·~-~---~-~~~~--~ •~-~-·.,··~-r.. ~-:~_,_-:,.:::~c..-:J::::J_···~-:.:...11.~• :::::;~nUJl--·_:_· l"'Lc,, , ·--j, \\ \,.,'.. t\\ .,,;:/X:~~ l! -"'-' ~ V ,, , '-'~,> -"/ "' VWD WAT'"'R DAT'' r,±==t;i 42"=f'-' i SJF 1:c, c::i \ , .,,, ,--;-,.- £, H +-0 ·S•d>""r1 'cOA>lJ P> •-=.I'~. •"·'''" >-\ --' \, / ,,--,' +--1 ....... ~ <-f,,...11,...-r-~ \ '-s.,-r•~...J \ ,,.,. \ '"" / ,·'/ ,, RADIUS LENGTH REMARKS l'==='/c"J1¼~Jl CL.1=AUCU,@. "60.ul fL ,q,, =~~ /, '•-'u'-" \ .. ·, ,, ,·• ,;/ .•' 160.42' a· DIP CL-350'* ) -:;.;::o;;::;-·o~u B><i'C>T"llJ:, ' tq '• "'c'.,l \ \ . ~ "',f\/ ' 391 .. 4371: 8" DIP CL-350" ~ ,[),07j/ I r-~-..-1".-,,-;;;-;fr'l-..-r.--;,.-,"e,u;-,-,-=-.. z.--~--. ~~. ::'.~ uwir o PAI-Jour "-~bo.s7 ~ ~~~! ),~ ,.>: 'J</ 11 / BEARING/DELTA 1 N 44·15'00· E 2 N 85'43'18" W 200.00' 3 8°59'56" 4 N 35·44•04• W ~ USE 9' PIPE LENGTHS (BELL & SPIGOT) W / 3' DEFLECTION 173.51' :: ~:= ~~=~:~:: > ,Y~,~. ··, ~-~--=r<il"'lle>-QLJ,6,1..t\::rr-( \ ~ )._ • \ \ 't:;,+•,;.,·_.:j•l'..-J;-/f,;_,___ \\ -._ ,;~~ ~'5. -,, ~ \ # WITH POLYETHYLENE WR4P ✓Ofc..Te..K i ~ \ _,, \ \ROW·\-,;::.;,,, L. ll 1 ~~:\·,, ~i?h ~ ?,·,,-'< PER DETAIL ON SHEET 3 6-S cl,E.6J._Jour_=,r.3&ca✓=~~=~) ,-,V \ \ ' \ . .-.·, /;1(1 //~:w~~·~z~ PER DWG 3 ., •• ·••'~:~,:;,~, .. : •.• :,! \ti .. ff:, \, .,, ,/\ _ i _/ ' 269+611.83 RANCHO SANTA F: RD~62.43LT '. f'f;!;:;, V , , ANCHO SANTA %-28 .,~~-:.:; -.., \ , ..,-/ \ ... -l ~ ,_..,,,---,~2~1,,_,+'f;40~--~.8~ J • ' : 1,1;' ! i J !,' I! RoAD ,: tfJ:,~ Q;) "i,,a..: /'('\ \_ /// \ 1 20' SEWER ••SEMENT GRANTED REMOVE1 EXIST. SEWER ENO 'f li,! ,,_/y · · fi ·\,{:,,( \ •• _ \, \. //. \ _ ' TO VALLECITl?S WATER DISTRICT PER itf:~GothCJtf!J; ro EXIST. I ;,m "' I I// ., i/ i ' • ·••'\,. ·\ \ ! ✓/-\ Ngoc;oiff~1i{o~;; Jf~R~s FILE 12~22.62 i i i I ,,Hi~{ , ! kf1.,, } ~Ex usf/ ~ATER MAIN j \-'~~{~ ·,\ '\~" ///' \ I 15~lJ0'litAr-i~1ENT .~~:~~-~~IMHN040 \'\ -fl(3~~4'.,~1N:.4:VC(VWO) >t !/<ix7¼,p,ilJ ,: :'"/-EX~~1,cML&TM I ;r;/ -~\~~~' \, -::~-'\. WATER \EASEMENT GRANTEDJ4= 10+79 78 50 --.. ~) _ \U) A •· r-..._. ! cl, ; ; ""¼~17')'>c¼~r , '1 '1 1 ,, / "\'::> " VWD SEWER DATA > BEARING/DELTA RADIUS LENGTH REMARKS 1 N 45'18'44" E 131.34' a• PVC SOR-35• 2 N 17'02'59' E 6.97' a• PVC SOR-35* • GREEN STORM DRAIN DATA 1 PER VWD S-1 _ __L\__ .\~-----l/-----~ '2 ; jJ,"i-,.,,,.,. f/,' j / WAn/f,;MA/N 1 ' \';~'-, \,.\ _,,_ ..... , .. ,., ~~/ 0 \\~ VALLECI ~DIS'FfifC-T:Picr,;..-~ · , r. o )._ 1 1 s t ;--r-, J, , n: ,,'1/ ½ -~ , 'i 1 ~,1 ,·,,>.... , DO. c. -~---A .... , 5 co -~ ,....1-------i ---l-------r;TI-1/ 0 , ;i1 /: "",-.,'f,,..,__ /, , _1 ·,\,~, s.:,-,~ '7' ~~~~;:::::; RADIUS \~~:. 42"RCP 1350-0 ~~ ,-~= · -, 1 r , • _,C£i==, ,. , , ,;· f _,-P''\ / i 'f;--.f! 1 !J. f ,·(f/ '{\.. ·•" \., -''"-"s'J. 1 l-'+:,:N,-:,.45::.'c,18::.'"'4-'-4"""-=E.-----+-----+--',-'-4:':2'-:.5:':6',,+-':'::.,-'-:-:'::-':-=:=:-::-':,±l,-9-r41 "1I -t>O I rr 1 \:. ~ 1 •-Sac~· -\1-fa _ _i ~7~-.-""F ' ' 1 ' 1//' / ' /, ' lX. MH I ' 11 ';~~.. \\i,v+ 2 42 RCP 1350-011 --'-"~ . l~-r.c~=ai7 _, y ,, \ / l ,...-;:-• .,1 '/,' i ' 1 , , ' .,, ' '--..,/ ,,,·~-, ., \ 1--=3+"'2-9·..::2:..9.;-'1:..3~•-'----'=---+--4-.5,..._o-o,.,'-+---'-'2"'3:.:_1:.:6,,.'+--'2=:4"'•-'-Hc:D'=P:::E'=c:._..:/7'--l'Fnoo.Nf'e.o-s= II r-~~l, L..._ ·'\::,' 1' ' 2 ·,· cJ' 'i :11+2404/wfR 1 ' '. 1: .' _I "!if/ '~~}l, .> \ "\ ~,., 4 N 68'02'13" E 88 55' , ½ \ 5 39'04'47" 60.00' 40:92' 24"HDPE' 't T-<Fe.t>ro~u~:~o~:1 l_;..l _____ i-~-tft5sff" 19-2yl/ . I~~. ,; . /;· ! .:\\:•;"·\.\+-+@ 1iti~itfiANCHOSANTAFER~~62.50'LT { 205 \\,····· \\\\'_ it'/ 1--=6-1-:..:.N13_;:-c.:,23:...:·~o::35:..;'~;.::0'-"-'W'-----+----,-,=c=-l--'-1;c,.:~=":~='=~cc:+.:::2.:.4 ·;;-.:,:H::cDP='E=-•----+17 ~fr1ock8irtiA i J11 10+15.i2= \ \\ ~~rt{/8.WA;o\ I / . .· .. • ' / 1 /,';,:\,:\; 'J[f'M~.Jtii:~.54 LF OF 42" RC~ -Ii,' \ I 1-i..7-+-'-'--'-'--'-'-~~---+--10_0_.o_o_'-+----,---,--+-2-.4.,,•_H_D_P_E_• __ --+ ::ie.e OkJc..+1<--r+,..,., 29+82.84 wrR PER s-lo V / . .., '-CONNECT 1To EXIST. STORM DRAIN ',--1-, , , a 1C':!0 \ ✓ 8 N 59·39'55" W 36.86' 24" HDPE' Fe>f<C !>.o. , 11 END CAP ASSY /7~,1~;~:ij-/ ! · .-/ I , ,·, "" PER DWG/368-2B J , \ \ \- l--=-t--'-3'-5.:.·3:..o.:.'0=-6..:.-=--..1:--+--4-5-_o-o-•-+--=2~7"_a-'8~'-+..:2~4"'•~R:.:C-'-P"--13_5_0 ___ o_•., ( 1 i001-1,iwu,,,T10½b+11.12= I / k.1+80··'4 s 11+'.11.21 ac I I ·. · .. · / g_ i! ·· > -~ , ,,.,__ ~-\i--. ~~~=o~~N~~84~'~5~o=·o:o="=E===~====~~~~=1===~4~6~.2~5:•=~~2~4:.•=R~C~P=~13~5~0=-~o=•~ (:) 1 il4· '1 ::({§ W-2 I \ ~~.k0'l-F L 30+83·26 w,;: .. '1 .~f i J-): I ! -ff,! fil &18 -y '.f' 11\ 9 \ / f-':,':;l-','z'--=,:--';.=:~..::~.~-,;=',,w'=E.-----t-----+----.3:':~:-::~:':~cc'.-t--'::'::1.:-':~'::g:'::;:::£7;3'::~;;::~:::~-::~::,;-, (WT) 20' WATER EApEMENT GRANTED \ Ii t"" / 7i+~~:~~ ~I ·'·.' I OJ~ ' ::l 'I &l ~ i / ) \ ~16 ' I"'-, t 13 N 64•27,35 ,. E 84_80 , 18 • RCP 1350_D,~ ro VALLECIT!o:p WATER 01s-rRICT PER 5' J.· : v-$ , / ~ ·1·, ;,; "'"' , f;l ◊ \ <i1~0 \ \ DOC, REC. FEfi/ 13 2006 AS FILE >17 .;· , / / 9 ' ·'' .,: 1:ll-./ ~ ~ 'L,:~ ~ (5 , / Ii a &l <.J 14 N 45'44'00" w 4.96' 18" RCP 1350-D ( NO. 2006-0114867 /OF O.R. ~. 0 I . :_,; lkow r :! ( / c:, ~ '"~If 1.l I "'h.:' &l ~ .~g \ ~ ~ -USE THICKER WALLED STORM DRAIN, SEE ENGINEER'S S'TORM DRAIN , O (L 3o., 7.26 · ;, , ">"' 1, i, &J o, , <o ., c::, /ll5l &1 NOTEN0.3DNSHEET1 I 205 I 08,.B·V CONNECTTOEl<IST, '···1 :; !; / :;i~;:!; _.d ' • PRIVATE STORM DRAIN HOA MAINTAINED IU~ALLVOR.ncc.1u,::::::, {ll/lJII,/ ,,IJl, 12"xiJ' REDUCE/I 90' , , i ... : "< c!, ,,1 i ~ ,,_ 5 ,, ---,.. 'l' "< ~a't ·"'a ;J,Li!J ""'1:: (WT) USE WATER-TIGHT JOINTS, SEE PROFILE r400e.L.7000,c.puµec,1 -1 '2,•,i--il ELBOW& TB .\' ; :/ ,, r ~J,,., ·, <ri -. F· =,___ --,'.; °' K'.C! 1, • 0 ~" \ 7"'"':'--,-H. a.e,N1-curoy1n .. ,1e,"RCP "!(llir-'i0 , ;, :/j a;?;l.ii Ii~ ~--... '.i-11 .-.---·''-:'.:.~•---,--~;~~ --.,,,, ;t, ;,;g:-<-... ~()~ 11 \ PLANNING ENGINEERING SURVEYl~G HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huenneke/lS Street S,m Diegu, Ci 92'121 PH(858}JS8·4SOO · FX(858)558· 1414 - -~ "'-.,__...__-"' ___ _...,,,,_,_"' 1 fn1J-{1F . i Ii /4 : "'\;,;"-i :il ~~---;>-,>":1:c.:" ',<"·-__--:._:/:;": .. : ~:sz __,, .,,..,,_ ·--o, ---,-----.,1;-;i,1:~( J!~~ _;i; -i ,~~ , 1,<::: ~ _...... ...,.. tr F-~Lr •'-1 ;1 ( ' ~ ,'",, ./ ··',:0 /-> ½ "~ '-~::_ "~, -~-. 7 '"'"<,_~-❖·9?':.r:: /\ -1~ ;:; "" ~ ,✓ ~--J I,\ ~---.···1 li! ;---'l-::--.. L--.. _,, I l--4 ,.-<✓/ -~,~-~=~ ',"'❖,~~'c~',~:"½··\.J ":i,;-ll) -. 6 -----··' " 1, --~ · , .. /\ , , -,,, ·, <\~-= -_ ~11/,-v ,, .. _., -~ :.·~/ ' ': 3""" </•,, ,,?",_.,,,,~,.,,-,/ >(:,(;,,,,~: ,.._',,,_,ra1 ·,;>~~~:.., Ir' \ ·-- . '. ! II '; .,..~ V ''/' ,,,.✓ / ,,-,,,._ <'?'" ,,..------- • 1· , ... ../ /J i} 11 \ •" ,";..,,/ / ,,.-·-~··, " .. ,T>:e.---::;:·::::~~ ~-~ ~:"~""'-... , ... ,,'(:-, .~.·-, ... 9.·YTtY:•" ....•..... ~.1_?_ :,'::-_1 0 1, t' ~ ;i ,// /0,•/ //✓.~-•~•• • ~ a~'/,J-/C' ; '¼,¾",~",, -~ --.:;. rr·)f"· ti]!+ , ... , .. ,,,, ,j') ········,/·• 0··--'@ ',> f;, ',,_~f, _,, _,,,.." ,,~ ,-,"' ' '',-v~ • "'""'-~--.... 11 (r, ... ,(tn I 0' : ,,-· .. ' ·PR/VAffi:~}2~A!N.·~R'EC.·cp¥£FR' -9'.:S>_-._ ·<BO+otJ.oo sD _,,..,-/· ~ 1m--,.:l+,r,-.,c.,--RANcHo ~._.______,, __ , , ----~ ·,.TYPE F ca : 11111 '.'1 l PER D~~~:8~8ROAD ~~~.•, ---.~~ ~-'"},:/' / ~ ., . W'.lY OPENIN{j , 11\11~ ~ CITY OF CARLSBAD I SHEETS I 1----1----1------------------+-----i----t----t----J ~ ENGINEERING DEPARTMENT 2S 1----t---+--------------,--,--,-,----, 0 40 80 -----120 SCALE 1'= 40' V.W.D. "AS-BUILT' SEWER, STORM & WATER LINES OFF RANCHO SANTA FE RD (SIGNATURE) 1-IMPROVEMENT PLANS FOR: ca..r[~ Vi-JP FOF; "6-i!VIL-T f'LAUO DATE ------1/ --------------------r-------------------,-------------"'."'." ____ _L...-jl-1_-_-_-_-_-_1=-----_--_--_t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-i=-=-=-=-=-~t=-=-=-=-~t=-=-=-=-~t-=-=-=-=.:::i l ---=RA=:l'M=ON=D~L~. =MA=RT=IN ___ P.E. N0.:~48=67~0-, VALLEC/TOS BENCH MARK "AS BUILT" LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 IA//\ TC"R D/STR/CT DESCRIPTION: u.s.c. & G.X. BRASS DISC STAMPED ~ VV/7 IL, I I "K302., 1935" IN CONC. MON. --~ /J,,,, .b- LOCATION: POINT LIES 8,5' EASTERLY OF EASTERN _ ~ ':&=. o5/_o7/oe, APPROVED GL¥1'!N ,T,u°'RUIM i?.<ei .3-10S I .::/ia.lA_ ORIG/NALLY SIGNED BY BERM LINE ON RANCHO SANTA FE ROAD, ~ 11 C. _ 'f <., ' Approved By: KEN GERDES V!d~s'Wffli~E/}LL)N~FplJl~cw~KED RC£ 4b&7o EXP. o:,/1:)c'''/Ob DATE ':v~~-i:; RLI--\RLM /4),AQ-OUIL.T' C, ll-o7 J!.{, '4//v(,,~-,c}Cj. TITY ENGINEER RC£ 5j274 o-:<~x:o~'zio:zo"7--~00£ "TL23011 ,, AND "TL/3825• AND t-;:~;::;::-::-;;--;;:::----------------i::z...:=1/::_:_'f-'='.}__¥&~R=~:=°'/S~E=WAfT.~E~R~&c'-::STic='O=R~M~·~ORA';'-";IN~,c!!RE~P~lA;'=CE=-----j--'~'----'--"'-t-'-"-f"~'-/,='i7'°'"'Jlf!./~1 ~:==="::=====;=,=-=-=-=-~~~~~:;~=-';~=-=-=-,~~~~~~~~~=,~ APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: SHEET ORIGINALLY SIGNED ON 4/11/06 'owN BY: ""Z;h-PROJECT NO. DRAWING NO. iw71EFf!'7ltlfCJ~iN JFc'lf's1iHfvENUE. 7.:: /4: . '.2;, ,?"'/4,ri/2,J' . DATE INITl4L REVISION DESCRIPTION :r~~: AP:::~~~ :,~£APP::~ ~~~~ ~~--r,;/--CT 99-04-03 429-7 533.39 NGVO 29 MSL INSPECTOR t7 OA £ ENGINEER OF WORK M:l' REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.£. ENGINEER OF ~-~~ RCE NO 48670 EXP. 6/30/06 WORK s/re/07 DATE ON Dote: -----"2/'--'-'15.,_0-"0-'-6 ______ _ ELEVATION: R,\0282\&Fng\JMPi<□VEME'NTS\OAKS Nw\0P82!Bl4 ciwg[ 1275JMoy 18 2007110'48 w.o. No. 2352 130 V. W.D. 205 587 BIN : 070507 } f I Cl µ:::J ~ z r--1 E--; z 0 u PLA\INJNG ENGINEERING SURVEYING 237+37.05 BEGIN CONCRETE TRAIL 2.JB+OO LOT 219 ---\_ ' ~---------------~ -------------------- HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10·179 Huennekens Str"ct San Diego, Ca 92"12'1 PH(858)558-4500· FX(858)558:J4"14 \ ____ ff. LOT 219 ) ENGINEER OF -~i<~di;. RC£ NO 48670 EXP. 6/30/06 WORK .:z/,, /2e_ I I DATE 24i.;.,Q ,. /\ / . . \ LOT 217 21 ----------- DESCRIPTION: LOCATION: ELEVATION: FOR TRAIL DESIGN ONLY \, \" i __ ->=-=--=~ -----~---- ROW PER FINAL MAP 256·t"0U •• I .• FOR TRAIL DESIGN ONLY 80 SCALE 1'= 40' LOT 216 SCALE 1 '= 40' 120 Cl µ:::J ~ z r--1 E--; z 0 u co ..-I t-----+--+-----------+---1----+--1------1 ~ CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ BENCH MARK U.S.C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON. POINT LIES 8.5' EASTERLY OF EASTERN BER¥ LINE ON RANCHO SANTA FE ROAD, I 33 NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "TL23011" AND ''TLI 3825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL "AS BUILT" -~Q~"t'---Ly.~d_ R:~4b(..70 ;XP. e0{00/oe:, REVIEWED BY: £~ INSPECTOR .cf" os/0·1/ob DATE DATE IN!TfAL ENGINEER OF WORK DATE /Nlf!AL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FDR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 APPROVED GLENN T. PRUIM QI" A "",., ... ~ r7 ~+•~ r'&Lo~ CITY ENGINEER ,/kE 51274 EX 09 /30 /07 " DATE OWN BY: CNKD BY,-'dcc~c-.." .,--- RVWD BY: fy I PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 R,\0282\&Ec,g \IMPROVEMENTS \OAKS N,i \02821Bl5 dwg[ 1275JF eb-09-2006,14,00 W.0. No. 2352-130 RIN : V. W.D. 205-687 I ' ' ( < ' ;, 050206 070 '\08 C ~ =E OC") ,, ~ I\) tv 01 <.O I -..J ' I :I ' I, I ,I i ·! I ,i ',i ; 'i i ·: ; I i I i i • : .i ! 11 ; ., : ,i I ''i 'I ' ' I . ' ! " I '. ' ' I '' : ,I I" ',, ' , Ii I ! ,, LO ,--1 PLANNING ENGINEERING SURVEYING TYPE A-5 CD DIVERSIDN BOX 18• RCP BYPASS PIPE SEE DETAILS RIGHT TO VORTECHS UNIT: 4.00 LF 1/1 O.OOX 416.50 FL OUT ~~------i~---i 41~.5/J Ft IN 1-11is11 --011- TY?£ A-5 CO RIM~42J.BI Q(AGQNAl DfVERSION ~R Thickness=0.5' ----HfJi¢,t=2.7' V Cffec:tl~ Length=6.4-' FOR TRAIL 2.B:1 DESIGN ONLY MOD. B-6 CO DIVERSION BOX SEE DETAILS RIGHT r-= = ' \ MOD. 8-6 CO DJAGONAL DII/ERS/ON l'EIR Thfr;kness=0.5' ----Height=2. 7' / Effective Length""' 7.B' "-. 271+38.31 , "' J;.l<l~_I SIDEr,'ALK PER DWG 368 28 --·- 0 40 80 120 ----~, SCALE I'= 40' 273+00 .,,-.fi .. . •fi' ,--, 274+00 I • • 18• RCP BYPASS PIPE ~ FROM VORTECHS UNIT: ---;:kbo/old:Ul~__::~:o:"':::ou:r~J 161 oo LF III a.pox 4 6.50 FL o,r 36" RCP r I 0.32' -1-0.40' 416·50 FL I -,!S~TOR~M+¥SOR~A~IN~£N~TE~R~IN'"G,/" 48"RCP /I STORM DRAIN EN Tf:RIN~ HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennekens Street San Dir-g0i Ca 921?1 PH(858)558'4500· FX(858)558·1414 -----~ i CLE:ANOUT O 416.50 Ft I i 'J1$:'\ BYPASS PIP< TO c'---tt-~:k-ft-------, VOR TECHNICS UNJr I ~ 4.00 lF ~ 18" RCP O 0.00Jt A A 416.50 Ft 0.50' ' SECTION A-A TYPE A 5 CL(ANOUT DETAILS (DMRSJON BOX) SHEEr HJ. SAN EL!JO RD, ENGINEER OF WORK STORM DRAJN EXJnNG CLEANOUT O 416.50 Fl. 0.32' ,1-0.40' r~ 0.50' I A CLEANOUT O 510.08 Fl. FUTUR/£ BYPASS PIP£ TO VORTf:CHNICS UNIT SECTION A-A MOD. B 6 CLEANOUT DETAILS (DIVERSION BOX) SHEEr 11: ACCESS ROAD STORAI DRA!N EXJT!NG CLEANOUT O 509. 75 Fl. ,..-----------------r---------------:-:-:----,-----::-------7.-----{l-=-=-=-=-=-1=-=-=-=-j=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=ie-=-=-=-=-=ie-=-=-=-=-i=-=-=-=-+=-=-=-=--i~ /MPROV[M[NT PLANS FOR: LA COSTA OAKS NORTH VALLEC/TOS BENCH MARK "AS BUILT" DEVELOPER IMPROVEMENTS IA/A TC-R O/STR/CT DESCRIPTION: u.s.c . .t G.X. BRASS DISC STAMPED ~ · NEIGHBORHOOD 3.1, 3.3. 3.5 rr/"1 IC::., I I •K302., 1935" IN GONC. MON. l7 _ _,!?./} / LOCAnON: POINT LJ~ 8.5' EASTERLY OF EASTERN -~ ~ ~.,r:._ o,s fo-,/oe, l----+--+-----------------t-----t---.----7--, 1,4ROVED GLENN T. PRUIM "' ~j_ ,1 BER¥ LINE ON RANCHO SANTA FE ROAD, , rDAIE --d. ~....z:;:~ ;~ v/.,-1/..,,- Approved By:_,...~"--"IV<l~~i;.,,,-<'!;.e,,"n-____ 133 NORTHERLY OF EI.ECTRIC RCE4e(..'10 EXP. cx.,/=1oe> CITY ENGINEER'RCE 51$ EYPP9/30/o~·, DATE 1•-~-~~~ ~D L. MARTIN RCt°'NO 48670 EXP. 6/30/013 ¼~" Dote: _____ ~_ .. _l~r-_-,,~~'------ o/tfJJ'lfi'~ou'iff. ,'Jl/fs.J.lf!J;Eo APPROXIMATELY 1.2 MIL~ NORTHf:RLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COST,1 AVENUE. REVIEWED BY: DATE INITIAL ENGINEER OF WORK DATE: INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWNBY:~~~- CHKD BY: I.<;( .. RVWD BY: 1-, PROJECT NO. CT99-04-03 DRAWING NO. 429-7 EI..EVAnON: 5JJ.3!/ NGVD 211 I.ISL INSPECTOR 4----- ' R,\0282\&Eng\JMPROVEMENTS\OAKS N'w'\0282I316.ciwg[ 1275JFeb-09°20061!3,5'1.0. No. 2352 130 JV. W.D. 205 68 BIN : I- I ! ! I ' ' I ' I 1 " ,, l ' , ! 1 t f r i ' ! i t ,. [ ,. ' i ' ' I ' : ~ '; i . i ! oso206' '"i !, , ..... -,-'-'---•-- l I t -· f r I t ! 1 I n t; r ' t f . r ' ' ' :I ; . ( .. , ' ' 1-L.____ .. J ----------_____ ,. ____ ·--------·· -------------------------' ------. -~--------------------- • SEWER LATERAL & WATER SERVICE TABLE LATERAL • DROP LENGTH ELEV. CURB DEPTH CURB SEWER INVERT ELEV. BELOW WATER ELEV. WTNO TO OF AT REMARKS STA. AT MAIN STA. OVER MAIN LATERAL PL OVER PL IE IE SEWER PL TO IE WATER I 26+90.92 523.36 1.2' JO' 527.02 531.96 5.2' 26+80.92 532.40 BACKR-OW 2 27+54.02 520.97 1.2' JO' 524.23 529.17 5.2' 27+44.02 529.61 BACKR-OW J 28+11.12 518.57 1.2· JO' 521.44 526.Jl 5.2' 28+07.12 526.81 BACKR-OW 4 28+78.54 515.92 1.2' JJ' 518.68 523.62 5.2' 28+69.23 524.06 5 29+40.86 513.15 1.2' 32' 515.97 520.91 5.2' 29+30.36 521.36 BACKR-OW 6 29+06.05 514.70 1.2· 27' 517.48 522.42 5.2' 28+95.88 522.87 BACKR-OW 7 28+46.21 517.36 1.2' 29' 520.23 525.12 5.2' 28+35.06 525.58 8 27+77.89 520.06 1.2' JO' 523.16 528.10 5.2' 27+67.89 528.54 BACKR-OW 9 21+14.79 522.46 1.2' JO' 525.97 530.90 5.2' 28+04.79 531.34 BACKR-OW 10 26+51.67 524.85 1.2' 30' 528.75 533.69 5.2' 26+41.69 534.14 BACKR-OW 11 25+89.29 527.23 1.2' JO' 531.20 536.15 5.2' 25+79.29 536.43 12 25+34.01 529.34 1.2' JO' 532.46 537.40 5.2' 25+24.03 537.58 13 24+36.25 531.28 1.2· 27' 534.26 539.18 5.2' 24+25.52 539.35 14 23+75.69 532.24 1.2· 28' 535.34 540.27 5.2' 23+64.72 540.44 -- 15 23+20.91 5JJ. II 1.2' JI' 536.28 541.24 5.2' 23+10.87 541.42 16 22+50.89 533.19 1.2' 27' 535.89 540.88 5.2' 22+60.82 541.12 17 22+00.67 532.26 1.2' JO' 535.01 539.94 5.2' 22+11.08 540.12 18 21+51.44 531.22 1.2' 29' 534.00 538.93 5.2' 21+61.33 539.12 19 23+58.49 529,47 1.2· 30' 532.19 531.14 5.2' 23+68.51 536.75 20 23+07.89 528.77 1.2' 30' 531.62 536.56 5.2' 23+17.97 536.66 21 22+57.82 528.27 1.2' JI• 531.13 536.06 5.2' 22+68.35 536.16 22 22+08.15 527.58 1.2· JO' 530.61 535.55 5.2' 22+17.34 535.65 23 21+56.54 527.07 1.2' 32' 530.10 535.04 5.2' 21+66.14 535.14 24 21+05.45 526.56 1.2' 32' 529.48 534.42 5.2' 21+15.53 534.52 25 20+54.39 526.05 1.2' JI' 528.97 533.92 5.2' 20+64.91 534.01 26 20+03.51 525.42 1.2' JO' 528.46 5JJ.42 5.2' 20+13.36 533.52 27 19+51.41 524.9J 1.2' 30' 527.94 532.93 5.2' 19+61.40 533.04 ---- 28 19+00.66 524.42 1.2' JO' 521.43 532.44 5.2' 19+ 10.66 532.54 29 18+48.86 523.90 1.2' JO' 526.92 531.92 5.2' 18+58.86 532.02 30 11+97.66 523.39 1.2' 30' 526.41 531.41 5.2' 18+01.66 531.51 BACKFI.OW JI ' 17+42.86 522.64 1.2' 30' 525.86 530.86 5.2' l7+52.86 530.96 I 32 ' 16+94.26 522.14 1.2' JO' 525.37 530.Jl 5.2' 17+04.26 530.47 JJ I 16+42.46 521.66 1.2· JO' 524.85 529.85 5.2' 16+52.46 529.95 34 ! 15+91.06 521.40 1.2' JO' 524.34 529.34 5.2' 16+01.06 529.44 35 15+39. 13 520.72 1.2· 29' 523.84 528.83 5.2' 15+51.65 528.95 36 20+95. II 526.46 1.2' 28' 529.36 534.Jl 5.2' 21+21.12 534.57 I 37 . 21+35.48 526.86 1.2· 28' 529.78 534.78 5.2' 21+45.66 534.82 38 21+85.83 521.36 1.2· 29' 530.41 535.34 5.2' 21+96.43 535.44 39 22+36.37 528.06 1.2' 29' 530.89 535.84 5.2' 22+45.71 535.94 40 35+89.41 455.46 1.2' 30' 458.10 463.05 5.2' 35+75.JJ 464.50 41 35+32.19 461.28 1.2' JI• 464.49 469.43 5.2' 35+11.93 470.47 42 34+75.71 467.33 1.2' 32' 470.00 474.90 5.2' 34+65.57 475.92 43 34+21.90 412.88 1.2' JI• 416. IJ 480.97 5.2' 34+01.20 481.99 44 33+59.04 419.27 1.2' 32' 482.10 487.00 5.2' 33+49.22 488.02 45 33+06.05 484.94 1.2' 31' 488.20 493.07 5.2' 32+90.84 494.09 46 32+42.12 491.38 1.2· 32' 494.10 499.07 5.2' 32+32.96 500.11 BA,CKFI.OW 47 J1+85.57 497.02 1.2· 31' 500.20 505.10 5.2' 31+15.07 506.13 BA,CKFI.OW 97 15+64.42 521. 13 1.2' 31' 524. 14 529.J4 5.2' 15+18.60 529.21 116 22+21.68 532.64 1.2' JO' 535.40 540.34 5.2' 21+68.31 539.26 . 117 23+23.99 53J.06 1.2' 29' 536.24 541.18 5.2' 23+13.00 506. IJ ·--- 118 23+86.JO 532.07 1.2' 32' 535.09 540.02 5.2' 23+77.52 506.13 119 24+48.66 531.08 1.2' 36' 533.98 538.93 5.2' 24+39.79 506.13 8,4,CKFI.OW 120 25+08.67 530. 14 1.2' 32' 533.00 537.92 5.2' 24+96.12 506.13 BA,CKFI.OW VALLECITOS WATER DISTRICT ENGINEER OF VvORK Approved By: ~l,L, ---,! _ .. 7 ~~ ~/~~ Date: l,, /f:--t, ' RA 'Jl(!,Nll L. MARTIN 'DATE RC NO: 48670 EXP. 6/30/06 ------- ------------------------ ---------------- -. -. - -. - -,. --'. ----------------- - --- ------- - .. ,, :i ' 1 1 ' l CL PL ' LENGTH OF LATERAL 1 .. . TC I -- so~~ DEPTH BELOW PL ( --- 1.0' MIN z% MIN 1_0, MIN, so I ) -, DROP TO MAIN " ~ ~~ 0 TYPICAL LATERAL ELEVA TIO!:J ' NTS NOTES: CONTRACTOR SHALL CONSTRUCT LATERLS WITH PRESCRIBED SLOPE AND DROP TO MAIN. I ~ ~\lSSIOtt,4i <'.l ' $~~ ... ~~ 11 '.i ~ c-~8610 F ◄ HUNSAKER ~ ~ 0i,.,o-oa -& ASSOCIATES l . I q~fEss,~ c~ V SAN DIECO, INC ~ L. ., ~ J'~lrOFC~\.i<:.'<' PLANNING 10179 Huennekent Street V. Tf.D, "AS-BUIL1" Ii ~ & ENQNEERING San Diego, Cl 92121 SURVEYING PH(8S8)S58~500· FX(BSB)SSB-1414 cg.....rr,x_;..y Yl:,JO ~ t<:>-~ILT A A.UO DATE 1S NO. 48670 I;/ '\ R"· 6/30/06 ;' LE] ~ {SIGNATLIRE ~ -~~ CITY OF CARLSBAD RAYMOND L MARTIN P.E. NO.: 48670 1'~ "° Clll,.11~ 7 ENGINEER/NG DEPARTMENT . MY REGISTRATION EXPIRES: 6 .30 06 DISCIPLINE R.C.£. IMPROVEMENT Pf.ANS FOR: LA COSTA OAKS NORTH BENCH MARK "AS BUILT" . DEVELOPER IMPROVEMENTS DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED ~;◄J~~d NEIGHBORHOOD 3.1, 3.3 -3.5 "K.302., 19J5• IN CONC. MON. LOCATTON: POINT LIES 8.S' cASTf:RLY OF £ASTERN oslo::i /06 APPROVE:D GLENN T. PRUIM (1 'T BERi! L/Nc ON RANCHO SANTA FE ROAD, ~ I DATE A --_a ~~e'.L ~/of:. 1.33 NORTHERLY OF 1:1.ECTRIC ;(,'lo EXP. o:.,./-e:,o/C6 TRANSMIS~!ON L/Nc POLE MARKED ' CITY ENGINEE'il'°RcE Q--== EXe □~ZaoZ01 r DATE "n.230 II ANO "Tl. I JB2s• AND REVIEWED BY: O'Sp,/A!: APPROXIMATELY 1.2 MILES NORTHERLY ~ h>t>0-0-!IL.T DWN BY: PROJECT NO. DRAWING NO. OF THE INTfRf CTION OF RANCHO ,✓-:;;=--? ~/!fl,# DAT£ INITIAL DAT£ INITIAL DAT£ INITIAL JI.Ji" £1\NTA FE ROA ANO LA COST.4 AVENUE. CHKD BY: CT99-04-03 429-7 REVISION DESCRIPTION RVWD BY: ,f' / I 1:1.EVATTON: SJJ.39 NGVO 29 MSL DAT[ E:NGINEER OF WORK OTHf:R APPROVAL CITY APPROVAL INSPECTOR -, , I R,\0282\&Eng\!MPR□VEMENTS\DAKS NI,/\ D282!817.:JwgC 1275JF eb-D2-2006,17,34 W.O. No. 2352-130 IV. W.D. 205-68 BIN : . --' ----------------- -' . --. -------------,--, - . ! I ' I ' ' ' ' . ' ·i r ~ f ' f I f [ t ! l, ' . ' ' i t- j i . ' : I ! f : [ ' I , ' ·~·-· i : ; -:: ,·:, ;;·. ' :· i _;; : i --~ ' ' I : [ I f I f I • i re I i ' ' t I ' I l : F t l t ' . ! i i t i ! ~ I. ' l ' I t f : I I , ' ' I·;: i f .. I(: I , ' I ' ;-; ; ~< ' ' ' r I r f ; f I ' ! f I ' ' ,. ' ' • I r ' f t ' I ' ' ' I ,, ! ' I t f I i t 1 f ( • ~ ' ' I ' i ' I I' [ l I ~ : f : t . ' ' ; I ! ' i ( ' ! ' I I I ' I ; •, I I : i:i I I : ! I'·!, !-' l'I ___i~ 12+06.36 12+25.00 12+50.00 12+75,00 13+00.00 13+25,00 13+50.00 R/W I ' R/W I ' \_ L:v 2.00% i st "'! u m1-r<"J st \_ -2.00% st m m f,:! r<) st r-----~• 2.00% I L'.J 1.50% R/W I ' R/W I ' R/W I ' R/W I m "'! u r---I-r<) st st ~u L!1 I- r<) st m ~u r<) I- r<) st m "! u ~ I- r<) st N 0 (0 r<) st OCJ ~....J N r;:;u~ u st ~ 1- st st _, -..t: _J 0) L!1 U O Ur<"J •U I-st ~ 1- st "'- I 0.00% ' '-r--~· 2.00% I 0.50% R/W I ' r<) r-:u m I-N st I > 0 ~u 0 1-st st N Nu oi I- r<) st ,. st ~u r---I-r<) st L!1 (0 ·u L!1 I-r<) st m m r<) u r<) 1-st r--- 0 ·u N I-r<) st ·• I st m mu N 1-st R/W I ' R/W I ' R/W I ' R/W I ' R/W I ' R/W I ' R/W I ' R/W I ' 13+75.00 R/W I 14+00.00 ' R/W I ' 14+25.00 R/W I ' 14+50.00 R/W I 14+75.00 ' 15+00.00 R/W I ' 'f,----- 1 15+06.36 SAN ELIJO RD. (PUBLIC) SUPERELEVATION TRANSITION CROSS SECTIONS SCALE 1"=20' HORIZONTAL 1"=4' VERTICAL VALLEC/TOS WATER DISTRICT Approved By: ~/4 r---N ·u r---I-N st ~u L!1 I- N st st ~u st I- N st 0 ~u r<) I- N st L!1 ~u N I-N st ' L'.J m '-: u N I-N st LJ- ENGINEER OF 2. ""')C 1,,£:.,, R~JND L. MARTIN WORK «-/9,/46 DATE Dote: ____ "'2-"'--~__._,, lc_,.._d='------ RC£ NO 48670 EXP, 6/30/06 4,00% L!1 r---....J c--iu N st L!1 r---....J c--iu N st 1.50% 4,00% -, 0 ~u co I-N st • 0 --: u r---I-N st •• ~ 0 ·u (0 I-N st r--- ui u N 1- st N r---· u st I-N st R/W I ' R/W I ' R/W I ' R/W I ' R/W I R/W I ' R/W I ' r __ _ -----------L-·:::_::: ---, _ _) I J_ . '.. .:..:: ----. 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STRUCTURAL SECTION BASED ON FINAL 'R' VALUE(SEE STREET NOTE 1. PG 1) SAN ELIJO (PUBLIC) STA 12+06.36-15+06.36 oTA 1o+so.c,o-1:'!>+co.= ,+',:,,c./ o• C-L-6~:::> ;/.. "-t'.:> ::>TA 1~+co.oo-1s+~s.= 4"c,e,/u"c..Lb.= :2..,c,.e, . HUNSAKER & ASSOCIATES SAN DIEGO. INC. PLANNING 101713 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500• FX(858)558-1414 c.a....Jfi'CC VUQ FOR. M-Q! I\L-T A b,J 10 DATE ______ , r---,---,-----------------1 --1 --1 --T--r:==:::::-:::=============:;--;;:_.;::_::_:::_:::;;-, .. __ · ----'R"-'AY""~"-'~G"-':"-:-=T~"--'R-"'~'-"AR-'-'11"-'N'------P.E. NO.: __;:4c,;B,,_,67ceO'-----I 1-----l---1------------------+---+----t--+----1 ~ C ITYENGS!RIN~ ai~~~~ AD sr;~s MY REGISTRATION EXPIRES: 6 30 06 DISCIPLINE R.C.E. IMPROVEMENT PLANS FOR: BENCH MARK "AS BUILT" LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 "K302., 1935" IN CONG. MON. · ,fi/1 L_ DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMPED ~ LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN Jt/ ,e' ~ 05/07/oD BERM LINE ON RANCHO SANTA FE ROAD, ' - ?J1~s"/Jif!litlff1)N~FPBifcrr:;,~KED 1"R":cE::_;::::1:;,:::t_,=7:::0=::_::E:::X:_P~=~!===!===----oA_c_E __ -l __ _J __ J.~-----------------1-----l----l---+----I "TL23011" AND "TL13825" AND t-APPROXIMAT£LY 1.2 MILES NORTHERLY REVIEWED BY: . be.io'l/cib RLr-'\ ~=-eu,c.T ELEVATION: OF TH£ INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. 533.39 NGVD 29 MSL DA TE INITIAL INSPECTOR 27 ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPRO\/AL CITY APPROVAL APP_ROVED GLENN T. PRUIM.:fj"' ,'T --,t7 . , . _, 3_,µf/ (2(k CITY ENGINEERC?fiCE__fil2 EXPI" /30/07 T' DATE OWN BY:~~~- CHKD BYc O_c<' RVWD BY: r// " . PROJECT NO. CT 99-04-03 DRAWING NO. 429-7 w.o. No, 2352 130 Iv. W.D. 205 687 BIN : " lf) JU ,-, "' 0 0 OJ I a, 0 I S2 " L C, "' " OJ - ~ OJ • cl co -"" -!\J (X) CJ 0 / ::, z V, "' <I D / V, f-z w ,: w > 0 Q' ·~ "•'- ~ / OJ C w "' / OJ (X) !\J 0 / "' . -·,. I os·o206· ' Q7G \~S 0 j->. ~ 00 G') ~.i::,. I\.) I\) u, (,0 I --.J / I i WALL PENETRATION, -- TYPICAL OF 7 SEE DETAIL~ QD 34 EXHAUST AIR PIPING, SEE DETAIL LU QD 37 35 L ____ _ 16 42" STORM DRAIN, SEE SHEET 14 34 ----, 2' -o· ---- ., . •, PRESSURE GAUGE AND TRANSMITTER 0-300 PSI RANGE DOWNSTREAM, 0-400 PSI RANGE UPSTREAM SEE DETAIL CD SUPPLY AIR PIPING, SEE DETAIL fC'\ 2 20 QD • "' I « b I in '1,:, I « t 8" WATER, FOR CONTINUATION SEE SHEET 14 . MATERIALS LIST ITEM DESCRIPTION @ @ @) REMOVE EXISTING END CAP AND BLOW-OFF AND INSTALL 12" STEEL BUTT STRAP WITH HAND HOLES 12" X 8" FABRICATED STEEL CML&:C ELBOW, 90.63", WELD ENDS 2" BLOWOFF PER VALLECITOS WATER DISTRICT STD. DWG. W-1 8" STEEL CML&:c PIPE SPOOL, WELD ENDS 8" STEEL CML&:C ELBOW, 20·, WELD ENDS 8" STEEL CML&:C PIPE SPOOL, WITH 12" CUT TO FIT 8" STEEL SUP ON/WELD ON FLANGE 8" X s· X 4• DIP TEE, FLANGED 8" X 6" DIP REDUCER, FLANGED 6" DIP SPOOL, FLANGED WITH WA TERSTOP 6" RESILIENT SEAT GATE VALVE, CLASS 250, FLANGED WITH HANDWHEEL 6" FLANGED PRESSURE REDUCING VALVE, CLA-VAL MODEL 90G-01BCKCX DUCTILE IRON BODY, STAINLESS STEEL TRIM, CL 150 FLANGES, FUSION BONDED EPOXY COATED, X101 VALVE POSITIONING INDICATOR, 30-300 PSI RANGE DOWNSTREAM. NO SUBSTITUTIONS. PILOTS AND CONTROLS ON LADDER SIDE OF VALVE. KX=l/4" SLOWDOWN COCK ON X44 STRAINER. 6" DIP, FLANGED X GROOVED END 6" COUPLING, VICTAUUC, STYLE 31 4 • DIP TEE, FLANGED 4" DIP SPOOL, FLANGED 4" DIP 90' BEND, FLANGED 4• DIP SPOOL. FLANGED WITH WATERSTOP 4" RESILIENT SEAT GATE VALVE, CLASS 250, FLANGED WITH HANOWHEEL 4" X 3" DIP CONCENTRIC REDUCER, FLANGED 3" FLANGED PRESSURE REDUCING VALVE, CLA-VAL MODEL 90G-01BCKCX DUCTILE IRON BODY, STAINLESS STEEL TRIM, CL 150 FLANGES, FUSION BONDED EPOXY COATED, X101 VALVE POSITIONING INDICATOR, 30-300 PSI RANGE DOWNSTREAM. NO SUBSTITUTIONS. PILOTS AND CONTROLS ON LADDER SIDE OF VALVE. KX=1/4" BLOWDOWN COCK ON X44 STRAINER 4• DIP SPOOL, FLANGED X GROOVED END 4• COUPLING, VICTAUUC, STYLE 31 VAULT LADDER WITI-I EXTENSION, PIPELINE PRODUCTS PART NO. VL-100 PRECAST VAULT, 10' X 10', QUICKSET OR EQUAL, RATED FOR H20 TRAFFIC LOADING, OVEREXCAVATE AND INSTALL ON 6" OF CRUSHED ROCK. COAT OUTSIDE OF VAULT WITH CONCRETE CURING COMPOUND AND MASTIC. SEAL JOINTS WITI-I WATERPROOF MASTIC. SUMP TO BE CAST MONOUTHICALL Y WITH FLOOR SLAB. 6' X 6' ALUMINUM HATCH FOR PARKWAY LOADING, BILCO. DOUBLE LEAF, CHANNEL FRAME, WITH HYDRAULICALLY ASSISTED OPENING AND RECESSED LOCKING HASP WITH RECESSED HAND HANDLE FOR OPENING, PROVIDE ALL STAINLESS STEEL HARDWARE, ROUTE LID DRAIN TO SUMP USING 1-1/2" PVC. FIBERGLASS GRATE AND FRAME 6" DIP SPOOL, FLANGED WITH WATERSTOP, EPOXY PAINT COATING INSIDE VAULT 4" FLANGED ANGLE PRESSURE RELIEF VALVE, CLA-VAL MODEL 50-01G WITH DUCTILE IRON BODY AND STAINLESS STEEL TRIM, CL 150 FLANGES, EPOXY COATED, 20-200 PSI ADJUSTMENT RANGE. 1 1 /2" PVC SCH 80 SUMP DISCHARGE PIPE, ROUTE TO DISCHARGE BASIN EXHAUST FAN: HOWDEN BUFFALO BABY VENT SET, FAN SIZE 'B' , RATIED FOR 100 CFM MINIMUM, CONTRACTOR TO PROVIDE MOUNTING BRACKETS AND SUPPORTS AS NEEDED. 3/4" 11-IREADED TAP, 3/4" X 1/2" NYLON INSULATING BUSHING, AND 1/2" BRASS BALL VALVE L __________________________________ _ QD @ ® @ @ @ @ @) 8" DIP TEE, FLANGED 750 ZONE ----+-•-877 ZONE 8" DIP PIPE SPOOL, FLANGED 8" DIP 90· BEND, FLANGED ® @) a• RESILIENT SEAT GATE VALVE (NORMALLY CLOSED) CLASS 250, FOR BURIED SERVICE 1 EACH 36" DIA. PRE-CAST CONCRETE MANHOLE 1 EACH 36" DIA. CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FDRY. MODEL NO. A-1558-36 PRESSURE REDUCING STATION MECHANICAL PLAN SCALE: 3/8"=1'-0" DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 2234 FARADAY AVENUE CARLSBAD, CA 92008 (760) 438-4422 1---+--t-------------+---+----+--+---1~ CITYeNG/~!wf~~~AD ~ .-----------------------------------,-----------------11-_ -_ -_-_-_It--_-_-_ -_It--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__:-_-_-_-_-_-_-_-_-_-_-_ 1-t -_ -_ -_ -_ -_ t+ -_ -_ -_-_ t,._ -_ -_ -_ -_ t+ -_ -_ -_ 1-t IMPROVEMENT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" DE{,~8§>/J'f1~~t~ii~s IA/)\ /LR D/SliR''CT DESCRIPTION: t/.S.C. & G.X. BRASS 0/SC STAMP£0 Yl'I"'\ I c:., I "1<302., 1935• IN CONC. MON. NEIGHBORHOOD 3.1, 3.3 -3.5 O..,_\&l~ALL '{ 'Slb-NEO ~"( Approved By. 11.,;"' """' "-"'-"' ot.l Dote: J-/1-,/ot,, LOCATION: POINT UES 8.5' £ASTE:RLY OF E:ASTE:RN P.!!!!!!!?.!=?"~=!! BER¥ UNE ON RANCHO SANTA FE: ROAD, DA= t----t----+----------------+---+---1----+---I APPROVfJJ J,irfRUIM tl-,:,11 $:l<'flt I 13.J NORTHERLY OF £/.£CTRIC RC£ E:XP. "· -/ , L "•/ot, 6;IB/o7 fl/tff!,~Xoutf5..1"Jl-J·~ I";;;;;;;;-;;;;~;:;~--;;;~-:-------· :::::::_-_-_-_-______ h-r::-:-:=-t:::---:+,---------=-=---=--:--:-----4-::-: =+-.n--t;-r.;:ct..·:-t:Hf,..,/--1 CITY E:NGWrrR RC£ 51274 EXP. 09-30-07 DAT£ APPROXIMATE:l.Y 1.2 MIL£$ NORTHERLY REVIEWED BY: l-;:.;..f.:,.:•"'1.c:,i'o,:-'-rl<-:;;:L-M~f,•~°'l'-";"v:','1,,..:':'-:-::'fcc"-':3·sT.:_,"rr"':c:o'-l~;;.:"-e.';sf-;:;'-"'~•'7'er.-~",.:,"r.c•,.;_~----t-""'½'• "01 r.1. r./Jf//17 W'.•v---1 SANTA FE: ROAD AND LA COSTA AVD/11£. DATE INl71AL '~'""'""' . Q~~v •, ''' "~ l--'DA=TE;......Jc.:INl71AL=-=-ii-=DA;,;;TE=-.J'-'INITIA/..==-1 CHKO BY: OF TH£ INTE:RSF:CTION OF RANCHO O"-•-.. ~ _,,..t ON 'ii '/, -'OWN 8Y: £1E/A170N: 53.J.39 NGVD 29 IISL INSP£CTOR DATE: ENGINEER OF' WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RI-WD BY: I PROJECT NO. CT99-04-03 DRAWING NO. 429-7 V.W.D. 205-687 TOP OF VAULT EL = 396.8 PROPOSED FINISH GRADE EL. = 396.3 (f_ EL 391.8 25 P1PE SUPPORT-~ lYPICAL OF 4, 2'-0" 2·-s• .. -i----lr.5<":n-•ll---.l---0 2· -6" r 3'-0" ' 38 l TOP OF GRATE 1 • -OH FINISH GRADE 37 • . . . . · .. PRESSURE REDUCING STATION DATA TABLE 1 UPSTREAM DOWNSTREAM VALVE SIZE HGL PRESSURE HGL PRESSURE 5• 877 210 750 155 MODEL 92-01 3• MATERIALS LIST MOOEL 92-01 877 210 750 155 ITEM DESCRIPTION 4" RELIEF CD ® 0 0 © © (j) © ® @ @ @ @ @ @ @) REMOVE EXISTING ENO CAP AND BLOW-OFF AND INSTALL 12" STEEL BUTT STRAP WITH HAND HOLES MODEL 50-01 750 155 -- 12" X 8" FABRICATED STEEL CML&:C ELBOW, 90.63", WELD ENDS 2" BLOWOFF PER VALLECITOS WATER DISTRICT STD. DWG. W-1 1. PRESSURE BASED ON ELEVATION OF 392.3 8" STEEL CML&:C PIPE SPOOL, WELD ENDS 8" STEEL CML&:C ELBOW, 20', WELD ENDS 8" STEEL CML&:C PIPE SPOOL, WITH 12" CUT TO FIT 8" STEEL SLIP ON/WELD ON FLANGE 8" X 8" X 4" DIP TEE, FLANGED 8" X 6" DIP REDUCER, FLANGED 6" DIP SPOOL, FLANGED WITH WATERSTOP 6" RESILIENT SEAT GATE VALVE, CLASS 250, FLANGED WITH HANDWHEEL 2. MAXIMUM SURGE = 1,800 GPM 6" FLANGED PRESSURE REDUCING VALVE, CLA-VAL MODEL 90G-01BCKCX DUCTILE IRON BODY, STAINLESS STEEL TRIM, CL 150 FLANGES, FUSION BONDED EPOXY COATED, X101 VALVE POSITIONING INDICATOR, 30-300 PSI RANGE DOWNSTREAM. NO SUBSTITUTIONS. PILOTS AND CONTROLS ON LADDER SIDE OF VALVE. KX=1/4" SLOWDOWN COCK ON X44 STRAINER. 6" DIP, FLANGED X GROOVED END 6" COUPLING, VICTAULIC, STYLE 31 4" DIP TEE, FLANGED 4 • DIP SPOOL, FLANGED 4" DIP 90-BEND, FLANGED 4" DIP SPOOL, FLANGED WITH WATERSTOP 4• RESILIENT SEAT GATE VALVE, CLASS 250, FLANGED WITH HANDWHEEL 4" X 3" DIP CONCENTRIC REDUCER, FLANGED 3• FLANGED PRESSURE REDUCING VALVE, CLA-VAL MODEL 900-01 BCKCX DUCTILE IRON BODY, STAINLESS STEEL TRIM, CL 150 FLANGES, FUSION BONDED EPOXY COATED, X101 VALVE POSITIONING INDICATOR, 30-300 PSI RANGE DOWNSTREAM. NO SUBSTITUTIONS. PILOTS AND CONTROLS ON LADDER SIDE OF VALVE. KX=1/4" SLOWDOWN COCK ON X44 STRAINER 4" DIP SPOOL, FLANGED X GROOVED END 4" COUPLING, VICTAULIC, STYLE 31 VAULT LADDER WITH EXTENSION, PIPELINE PRODUCTS PART NO. VL-100 PRECAST VAULT, 10' X 10', QUICKSET OR EQUAL, RATED FOR H20 TRAFFIC LOADING, OVEREXCAVATE AND INSTALL ON 6" OF CRUSHED ROCK. COAT OUTSIDE OF VAULT WITH CONCRETE CURING COMPOUND AND MASTIC. SEAL JOINTS WITH WATERPROOF MASTIC. SUMP TO BE CAST MONOLITHICALLY WITH FLOOR SLAB. TOP OF VAULT EL. 396.8 EXHAUST AIR PIPING, ~- SEE DETAIL~ ~ PROPOSED FlNISHED GRADE EL 396.3 33 WALL PENETRATION, TYPICAL OF 7 SEE DETAIL~ ~ MINIMUM CONTINUOUS FLOW RATE, ~PER MANUFACTURER GPM 115 30 - 26 MAXIMUM CONTINUOUS FLOW RATE, r ER MANUFACTURER GPM 1,800 460 8002 11 • 0 I ;,, PSV UPSTREAM SETPOINT PRV DOWNSTREAM SETPOINT PSI 192 199 - 25 HGL PSI HGL 837 146 730 852 155 750 -170 785 PRESSURE GAUGE AND TRANSMITTER, 0-300 PSI RANGE DOWNSTREAM, 0-400 PSI RANGE UPSTREAM SEE DETAIL~ ~ SUPPLY AIR PIPING, SEE DETAIL ffi ~ 33 P1PE SUPPORT TYPICAL OF 4, PIPELINE PRODUCTS SADDLE MOUNT BRACKET P1PEUNE PRODUCTS SADDLE MOUNT BRACKET 6" OF 3/4" CRUSHED ROCK 6' X 6' ALUMINUM HATCH FOR PAAKWAY LOADING, BILCO. DOUBLE LEAF, CHANNEL FRAME, WITH HYDRAULICALLY ASSISTED OPENING AND RECESSED LOCKING HASP WITH RECESSED HAND HANDLE ~-24" SQ. X 24" DEEP SUMP WITH FRP GRATING. SECTION SCALE: 3/8"=1 '-o• INVERT EL 381.65 18" STORM DRAIN, FOR CONTINUATION, SEE SHEET 14 @ @ @ ® ® @) @ FOR OPENING, PROVIDE ALL STAINLESS STEEL HARDWARE, ROUTE LID DRAIN TO SUMP USING 1-1 /2" PVC. FIBERGLASS GRATE AND FRAME 6" DIP SPOOL, FLANGED WITH WATERSTOP, EPOXY PAINT COATING INSIDE VAULT 4" FLANGED ANGLE PRESSURE RELIEF VALVE, CLA-VAL MODEL 50-01G WITH DUCTILE IRON BODY AND STAINLESS STEEL TRIM, CL 150 FLANGES, EPOXY COATED, 20-200 PSI ADJUSTMENT RANGE. 1 1/2" PVC SCH 80 SUMP DISCHARGE PIPE, ROUTE TO DISCHARGE BASIN EXHAUST FAN: HOWDEN BUFFALO BABY VENT SET, FAN SIZE 'B' , RATED FOR 100 CFM MINIMUM, CONTRACTOR TO PROVIDE MOUNTING BRACKETS AND SUPPORTS AS NEEDED. 3/4" THREADED TAP, 3/4" X 1/2" NYLON INSULATING BUSHING, AND 1/2" BRASS BALL VALVE 8" DIP TEE, FLANGED @ 8" DIP PIPE SPOOL, FLANGED a• DIP 90" BEND, FLANGED 8" RESILIENT SEAT GATE VALVE (NORMALLY CLOSED) CLASS 250, FOR BURIED SERVICE 1 EACH 36" DIA. PRE-CAST CONCRETE MANHOLE 1 EACH 36" DIA. CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FDRY. MODEL NO. A-1558-36 6" OF 3/4" CRUSHED ROCK SECTION SCALE: 3/8"=1 '-0" FOR SUMP PUMP SEE DETAIL~ ~ l---+---+--------------+--t---t---t-----t~ICITY£NG~!1~:!~ADII~ r-----;-;;-;-;;--;::;::-;:;::~;::::-----T----:;:::--:;::;~~;":;:-"""';7'.;-;::;-;;;----r----;;--:--::--::::-:=~:;;-------t==j==t==============t==::i:::==1==::i:::==1 '"PROV£M£NT PLANS FOR: VALLECITOS BENCH MARK "AS BUILT" DE~i&1It1~~b~~TS WATER DISTRICT DE:SCR/fY110N: iig2 .. "',tif-~,,flfc,,J;_AMP£D NEIGHBORHOOD 3.1, 3.3 -3.5 LOCATION: POINT LIES 8.5' E:ASTERLY OF £ASTERN ~~ PlmDI 01>.\(,,\NM-L'< ?IG,-CE1) 1'!,y B£RM UN£ ON RANCHO SANTA fE ROAD, •----------------APPROVED --"iCili. ., I J. G EER G C Approved By. l'-E1" Ge12--o,e., 133' NORTHERLY OF ELECTRIC DATc I l<O,,._ -, ~ ...l~ a, 'loo •t 6 19.,: 7 DEXTER WILSON EN IN IN , IN • Tlltfl!lfi'°ll.tDI.IIJ5.tJi~-"t:ffED RC£ ___ EXP. ---t---+--t-------------1---;---;--i--_---iA IC/TY £NGIN££R RC£ 51274 EXP. 09-30-07 r DATc CONSULTING ENGINEERS 0,.. APPROXIMATELY 1.2 MILES NORTHERLY R£111£WED BY: t"~/~,s~/DtC'l=fl'lW-'\~tf~;:..il\";l',,s;\/~lf;'>~~~f,._~.-,t"~"-<¥10~"~~-l'-~e~f'lA~<:~a~•~,h~•.!cE..:.1' __ t~J·1./~1'7~~ ~r.~jv~J,,.,~,'IJQ~~-,~•JU IDCHKOWN BY:BY:.. I PROJECT NO. DRAWING NO. :\ 2234 FARADAY AVENUE Dote: i,/,">/0<, OF TH£ INTERSECTION OF RANCHO DATF: INfTfAi. O"-lr,,\NALL'< Sl(,!'1,::i:, ON e/11/or,, DATF: INITIAL DATF: 1 7// ,o CAALSBAD, CA 92008 (760) 438-4422 SANTA FE ROAD AND LA COSTA AVENUE. REVISION DESCRIPTION , 'i:z CT 99-04-03 429-7 L ________ ..:_~ _____ j_ ________________ lE:L£11,:::~:'l~n~oN~,_.:":'.J.::.3!9'..:N~G~VD~29~MSL~ _____ _j]tNSP.~Ei~c~ro~R[_:._:._:._:._:._:._ __ ...!:,DA!!T£~-_j~=~1N££11~'._:0F~WORK~1--~=-=~-===~=---...l.;,OTH£R:'.:~-=~11:'.~:.J.;,CIT'f::_APPR011=::::~~L=R\IWD:::::BY::·====-========~====..I V.W.D. 205-687 ,,., :e .... 0 I 0 "' ~ 1;1 0 g! Q. ~ ,), I ::; ., g ~ 1;1 0 u c;: 0 < 0 0 0 0 0 0 0 0 © @ @ @) @) e MATERIALS LIST MODULAR SEALS --~ WITH 316 SS PARTS (LINK SEAL OR EQUAL) INSTALL---~ NONSHRINK GROUT IN ANNULAR SPACE q 4 ................................. .... ............................ . ................................... f5 ~~~ z ::,~ ~ cu: oj~ ::l ..,i i ~::;I :::::::::.·:::::.·::::::::.-::.·::::::· -=--..,,, w .................................. • •••• -----~ (I) .-4 4 ·" PIPE DIMENSION AND MATERIAL PER MECHANICAL DRAWING -PRECAST CONCRETE WALL .· INSTALL NONSHRINK GROUT IN ANNULAR SPACE WALL PENETRATION NO SCALE DETAIL@ ROUTE BLOW-OFF PIPING TO SUMP ,:l. <1 s• 10 GA. STEEL--...... VENT PIPE, PRIME AND PAINT ABOVE GRADE 6" PVC X STEEL TRANSITION COUPLING 6" PVC 90 DEGREE BEND 6" f 6" PVC VENT PIPE ,,,,---6" STEEL AIR INTAKE CAP, ALHAMBRA FOUNDARY MODEL A-2163, OR EQUAL PRIME AND PAINT I 3' -0" 18" WALL PENETRATION PER DETAIL~ Qy EXHAUST FAN EXHAUST PIPING DETAIL @ ~-SUPPORT PIPING WITH WALL STRAPS NO SCALE V. 0 6" 1D GA. STEEL ~ VENT PIPE, PRIME ,+ ...... AND PAINT ABOVE GRADE 6" PVC X STEEL TRANSITION COUPLING 6" PVC 90 DEGREE BEND s· • f 6" PVC VENT PIPE ... 6" STEEL AIR INTAKE CAP, ALHAMBRA FOUNDARY MODEL A-2163, OR EQUAL PRIME AND PAINT _,.--WALL PENETRATION PER DETAIL~ Qy 18" . ' ,-.__,..~..,._, INTAKE AIR PIPING DETAIL@ NO SCALE R MATERIALS UST BRISTOL BABCOCK PLT W/MOUNTING BRACKET. PIN 2808-15A-23-1-1-1-1-1-0 0-300 PSIG 1/2" BRASS CLOSE NIPPLE <l <1 . FLOAT SWITCH GRUNDFOS KP SERIES SUMP PUMP MODEL KP350 1 1/4" X 1 1/4" CLOSE NIPPLE 1/2" COPPER REFRIGERATION TUBING W/FLARED FITTINGS FLUID FILLED GAUGE. PRESSURE RANGE 0-200 PSI DOWNSTREAM, 0-300 PSI UPSTREAM 1" X 1/4" BRASS REDUCING BUSHING 1 • BRASS CROSS 1 • BRASS CLOSE NIPPLE 1 1 /2" x 1 • DIELECTRIC BUSHING 3/4" STANDARD HOSE BIBB 1 • FIP X FIP BRASS BALL VALVE 1 /2" FIP X FIP BRASS BALL VALVE 1" X 1/2" REDUCER DOUBLE STRAP BRONZE SERVICE SADDLE J-979 JONES WITH 1 1/2" OUTLET 1 /2" BRASS TEE NOTES: 1. PLT SHALL BE MOUNTED TO A VERTICAL WALL NEAR RTU AT EYE LEVEL OR AS DIRECTED BY V.W.D. INSPECTOR. 2. PLT SHALL NOT BE MOUNTED IN AN ENCLOSURE WITH ELECTRICAL EQUIPMENT. 3. PLT SHALL BE PLUMBED WITH BLOW-OFF BALL VALVE DIRECTLY BELOW THE PLT; VENT PIPING SHALL BE DIRECTED TO SUMP. 7 13r----1 PROPOSED DIP _ _,- WATER LINE 3 9 3 8 f-----'----------1· ,:l PLT MOUNTING BRACKET TOP VIEW Qt----! 3 i---------2·-0· ---------i SIDE VIEW <l . <J 4 Li <J 4 PLT MOUNTING BRACKET IT IT IT IT IT IT IT IT FRP GRATING 1 1/2" X 1 1/4" BELL REDUCER QUICK DISCONNECT 1 1/2" MALE ADAPTOR X 1 1/2" MIP QUICK DISCONNECT 1 1/2" FEMALE ADAPTOR X HOSE BARB NON COLLAPSIBLE HOSE 1 1 /2" I.D. QUICK DISCONNECT 1 1 /2" MALE ADAPTOR X 1 1 /2" HOSE BARB QUICK DISCONNECT 1 1 /2" FEMALE ADAPTOR X 1 1 /2" FIP 1 1 /2" BALL VALVE 1 1 /2" SWING CHECK * QUICK DISCONNECTS ARE POLYPROPLENE BODY W/STAINLESS STEEL BAILS AVAILABLE FROM RYAN HERCO. PART NUMBERS ARE AS FOLLOWS: 0 1301-015 0 1306-015 0 1303-015 © 1305-015 SUMP PUMP DETAIL NO SCALE ~,CITY OF CARLSBADIISHEETSI PRESSURE GAUGE AND TRANSMITTER DETAIL G::) .,__--l--1----------t----+--+----l----t~-ENGINffRING DEPARTMENT _ 25 NO SCALE,__ ___________ _:~:::VAR:::::--,------------------,:---------L-------f:~_-=~--=_:1}:~_-=~-l:~_-=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~..j=~--=~--=+-1--=~--=~..r:~_-=~-7:r_-=~--:1 /MPROVE:MENT Pl.ANS FOR: VALLECITOS BENCH MARK "AS BUILT" ~ DE~3fp1ff 1~~~~~~JliTs WATER DISTRICT DF:SCRIPTION: "i&o'?! .... ,ifs-WffoJg_SC,.JJ.AMPED NEIGIIBORHOOD 3.1, 3.3 -3.5 O\L\(,,\t-lt,LLY S\C.-,.\')'2-P 'Vi DEXTER WILSON ENGINEERING, INC. Approved By. l<J'N 6" RD"~ LOCATION: POINT UES 8.5' EASTERLY OF EASTERN p.~ J-! B£RM UNc ON RANCHO SANTA Fe ROAO. ,,. "/ 133' NORTHERLY OF cl.ECTRIC DATc l~~==:!~~~;;;;;,;;;.,--e,,,!!!!!~<i!:,'!•~~o:_!••~I= <> I., II? TRANSMISSION UN£ POL£ MARK£0 --;:,RC~'ci;;;;,-:-;--:;;,--:-__ EX_P._ -_-_-_ -_ -_ -_ ------,t:-.::.:-.::.1~-.::.-.::.-.::.t:-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.-.::.1~~~~~t-~~-.::.~~-:,~:.1~'i,-;.-=: RC£ 51274 £XP. 09--07 OATc 'Tl.23011" AND "Tl.13825" AND , CONSULTING ENGINEERS ON 2234 FARADAY AVENUE Date: 2./:'>loc, CARLSBAD, CA 92008 (760) 438-4422 ·---~c.;;;.;.;;.;;;_ _____ _ APPROX!IMTcLY 1.2 MILES NOKTHERLY REVIE:wED BY: ? '"' o, 1'.l..M •· l',".Vi'>O p .... ~,1'"\10N l'-"-?L><-11' ',r\-e.'<-, 6-tl••., I PROJECT NO. 'DRAWING NO. I OF THE: INTERSEC770N OF RANCHO ll47F INITIAL Of'-\'-''"'"~~'< ",\C.N ? 01-l I\ "'"' ll47F CZl. SANTA Fe ROAD AND LA COSTA AVENUE REVISION DESCRIPTION 1---~-~+-~~~----1,,:::~~=t':a::"T:::a==-1 ,_ __ c_:T_9_9_-t_l4_-(_l3__ 429-7 £LEVA77ON: 533.39 NGVD 29 MSL •·,-NS_P._'cC_1i_OR________ DAT£ ENGINF:ER OF' WORK Cl7Y APPf«IVAL -• V.W.D. 205-687 \ \,'"---- FOR WORK IN VAULT. SEE PLAN -RIGHT 1-- PRESSURE REDUCING STATION ELECTRICAL PLAN SCALE: 1/16"=1'-0" GRAPHIC SCALE (FEET) GRAPHIC SCALE (FEET) 0 16 32 48 0 2 4 6 k.•; I • ' ' ' SCALE: 1/16"=1•-o· SCALE: 1/2"=1'-0" ~ MORAES/PHAM & ASSOCIATES CONBm.TING BLICTBICAL 4c MBCBANICAL BthWIIDS 2tal P~ A.APORT RD., SI£. 120 CAAUIMl)C,.""' (Mo) 431-7171 ----+----1---------------- VAULT INTRUSION --t--t------ ZS-1 17\ LIGHT SWITCH I.:::,) ZS-2 r:;\24 HOUR FAN \V TIMECLOCK EXH FAN EF-1 3/4"C.(2)#12 +(1)#12G ( 0 ) V PT 750 ZONE LIGHT FIXTUREf'j\ (TYP. FOR 2) \V ------------------------------, 1 I I 8/7 ZONt:. SUMP PUMP 1 /2HP, 120VAC W/INTEGRAL FLOATS VAULT FLOOD SW. ZS-3 -3/4"C.(2)#14+(1 )#14G 3/ 4 "C.( 6)#12+(1)#12G. 1"C.(2)#18STP PRESSURE REDUCING STATION VAULT PLAN SCALE: 1;2•~1•-0• FLOOD SWITCH I -- SDG&E . l.._..l_ J.J ~11 I ~ ) EX EXISTING CONDUIT PER SDG&E REQUIREMENTS !STING SD G&E PADMOUNT ANSFORMER TR EXISTING 3" C. PER SDG&E REQUIREMENTS EXISTING NEMA 3R METER PEDESTAL 100A, 120/240VAC, 111, 3W 70A, 2P LEGEND c.o. CONDUIT ONLY GFI GROUND FAULT INTERRUPTING PT PRESSURE TRANSMITTER STP SHIELDED TWISTED PAIR WP WEATHERPROOF ZS POSITION SWITCH it> PHASE ::§ GFI DUPLEX RECEPTACLE 20A @.L GROUND ROD 0 'p' DENOTES: PLC INPUT (SCADA) ELECTRICAL PLAN G GROUND // EXPOSED CONDUIT, HASH MARKS INDICATE CURRENT CARRYING CONDUCTORS -----UNDERGROUND/CONCEALED CONDUIT G) JUNCTION BOX ■ CONTROL DEVICE vVVV' FLEXIBLE CONDUIT OR CORD ~M MANUAL MOTOR STARTER 1-() LIGHT d>--2•c (3)#4 +(1)#8G @ 0 APPLETON A-51 WITH CAST GUARD, OR EQUAL. 100W LAMP HOLDER. WALL MOUNTED. 0 FAN TIME CLOCK -INTERMATIC #T101P, 24 HOUR, LOADCENTER • A' 100A, 120/240VAC, 1it>, 3W 12 POSITION G N NEMA 3R PLASTIC, GRAINGER STOCK #4E023. 0 LIGHT/POSITION SWITCH -TELEMECANIQUE MODEL #XCKJ20541H7. GRAINGER STOCK #4B810, WIRED TO ACTIVATE LIGHTS WHEN ACCESS LID IS OPEN. INTRUSION SWITCH SHALL BE MAGNETIC TYPE, RA TED FOR HARSH CONDITIONS. 0 INSTALLATION SHAUL BE IN ACCORDANCE WITH SDG&E DRAWINGS. @ PROVIDE DUCT SEAL AT BOTH ENOS OF POWER CONDUIT. ® PROVIDE DIGITAL OUTPUT CARD IN PLC. SEE SPECIFICATIONS. SINGLE LINE DIAGRAM 0 ANTENNA LIGHTNING ARRESTOR SHALL BE MOUNTED EXTERNAL TO RTU ENCLOSURE. 120V LOADCENTER CIRCUIT #5------1 120V LOADCENTER CIRCUIT #1 ------I LIMIT SWITCH ON ACCESS HATCH. 2PDT. CONTACT CLOSE WHEN HATCH OPENS. (N.C. HELD OPEN) 4-20mo r 120 VAC 24VDC PWR SUP 6" UPSTREAM PRESSURE ! -----7 LIGHT FIXTURE (TYP OF 2) ,_ PT ' Al o I 120 VAC PROVIDE WEATHERPROOF SEAL BETWEEN CABLE ANO ANTENNA SUPPORT EXTENSION i------ANTENNA ALL ANTENNA CABLE CONNECTIONS TO BE WEATHERPROOFED. 20'-0" OR AS RECOMMENDED BY RADIO SURVEY COAX CABLE --+--, ANTENNA COAXIAL CABLE •--3/8" GROUND LUG 1 ____ 4" SQ. ANODIZED STEEL POLE LSH STATION FLOODED STATION FLOOD SWITCH CONTROL CONTROLS ARE LOCATED IN RTU UNLESS OTHERWISE NOTED ZS-2 AT FAN LOS EXHAUST FAN TIME CLOCK ZS INTRUSION LIMIT SWITCH ON ACCESS HATCH. CONTACT OPENS WHEN HATCH OPENS (N.C. HELD CLOSED) INTRUSION p WIRE TO RTU 3/8" GROUND LUG BUSHING HATCH CONTROLLED EQUIPMENT HANDHOLE COVER' -- 24" MIN. CONDUIT TO NON-SHRINK GROUT FINISH GRADE /ill ANTENNA NOTES LIGHTNING ARRESTOR/ TELEMETRY RADIO ...,__ GROUND ROD. GJ COAX ANTENNA CABLE SHALL BE INSTALLED IN 2• CONDUIT. UNDERGROUND CONDUIT SHALL MAINTAIN A MINIMUM BENDING RADIUS OF 24". ELSEWHERE, THE MINIMUM BEND RADIUS FOR THE COAX CABLE SHALL BE 6" OR PER MANUFACTURER REQUIREMENTS, WHICHEVER IS GREATER. SWEEP ELBOW 2 4" MINIMUM RADIUS ANCHOR BOLTS WITH DOUBLE LOCKNUTS BY POLE MFR. f/6 BARE CU. ~ l LPLASTIC TO STEEL ADAPTER (TYPICAL) RIGID STEEL PVC JACKETED CONDUIT (TO GROUND ROD) @ANTENNA DETAIL E-1 NOT TO SCALE VALLECITOS BENCH MARK WATER DISTRICT DESCRIP'llON: U.S.C. & G.X. BRASS DISC STAMPED "1<302., 1935" IN CONC. MON. c,,uc.,.,.....,1.-1.-'< ">,<,N'e.C> vi,y LOCA'llON: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE ROAD, ~ GROUND WIRE FROM ANTENNA TO GROUND ROD SHALL BE INSTALLED WITH A MINIMUM BEND RADIUS OF a•, ALL BENDS SHALL BE A MINIMUM OF 90•. "AS BUILT" MOUNTING SURFACE 120/240 VOLT 1 PHASE _3 _WIRE . .. . . LOCATION WATTAGE //JA 00 . REC LTG -~ ·-·-------· -------------------"'···--- LIGHTS 200 2 --------------- RECEPTACLES 360 2 EXH FAN 200 . ------ SUMP PUMP 1127 SPACE SPACE I 400 1487 ' . ----- ~A= 900 TOTAL WATTS= 2687 ~ PT I 6" DOWNSTREAM PRESSURE ! I I I I o I I I o I ! • I I I Al I I COMMON ZS-1 VAULT INTRUSION ,I t-<>--=:::ro----.:.:..::::.::.:....::..:..:.:..:.:;=.:..i...-c· DI -I ZS-3 I RTU INTRUSION I DI I • I I STATION FLOODED I I Le,-,-..,_ __ __:::.:.:.;~:.:...:..::::=~.-DI I 6 L-----~ RADIO MODEM ALLEN BRADLEY SLC 503 PLC TELEMETRY BLOCK DIAGRAM LOADCENTER A 10,000 A.I.C. SYM. MAIN 40A MCB BUS 100A ---·-___ ,_ ---------- ------" ----------- °KTi CKT WATTAGE LOCATION POLE BKR NO. //JA 00 NO. BKR POLE LTG REC //JA //JB ------ 1 20 1 2 20 1 500 RTU . . . . . ---" ----... -------- 1 20 3 4 20 1 300 RADIO -·-·- 1 20 5 6 SPACE ' ---------------- 1 20 7 8 SPACE 9 10 SPARE - - - - -.. 11 12 SPACE WATTS/LINE 500 300 ~B= 1787 AMPS/LINE= 12 LCL AMPS= 5 E-1 ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT L2TI 5 IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH DEVELOPER IMPROVEMENTS NEIGHBORHOOD 3.1, 3.3 -3.5 l~ROVED G~ /1-G# .:i,0 ..-I L Approved By: le.I!: t:I GE.,._ 'v.: ~ 133' NORTHERLY OF ELECTRIC DATE TRANSMl~ON LINE POLE MARKED RCE EXP. ~ L . i5'1<j' ( •Jl6•... ' /8, a?' I CITY ENGINEER 51274 09-30-07 "TL23011 AND "n.13825" AND /J RC£ EXP. DATE (),-\ APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: -,,1i.;10, !0-.l-l""\ /..,.. \I,£ V 1,e: <"I"-"°' A"1 OM . 1'.E.\>l-,>,L 'I, ~\-'<'c.\':. "I' 7.l/•til .rr. Ul'l/71 ~ OWNBY:~ "lf!J. OF THE INTERSEC'llON OF RANCHO PROJECT NO. DRAWING NO. Dote: zfi,; LQ,., SANTA FE ROAD AND LA COSTA AVENUE. DATE JN/11AL ~4-H-.\A,U.-'( 6\ld'NEO t->N 4/H/C>r. DATE IN/TlAL DATE 111N/11AL ~ ' REVISION DESCRIPTION CHKD BY: JM , CT 99-04-03 429-7 ELEVA 'llON: 533.39 NGVD 29 MSL OJG/NEl'.R OF WORK OTHER APPROVAL C/7Y APPROVAL RVWD BY: JMM INSPECTOR DATE V. W.D. 205-687 ! i I i ' ' I I ' ; I 1· ' ' !; " ' ' !I ' j:! ::1 1: 1' 1: I! 11 i"' pl II I I, I : I I TRAFFIC SIGNAL GENERAL NOTES (SHEETS 23 TO 25} 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE;.CONTRACTOR SHALL DETERMINE THE DEPlli OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON llilS PLAN, AND VERIFY' ALL JOB SIT[. CONDITIONS.. • ,. , , . .... .. .. ,. , , 2. THE CONTRACTOR SAXi.L OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTIUlY AGENCIES AT LEAST ~ HOURS IN ADVANCE OF CONSTRUCTION. , 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OlliERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED Willi TRAFFIC SIGNAL ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACINO SHALL BE 200'. +. ALL CONDUIT SHALL BE 3• UNLESS OTiiERWISE SPECIFIED. 5, ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE /\ 3• CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX, TiiE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO TiiE ADJACENT NO. IS PULL BOX FOR F\JTURE USE. 8, ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER Willi BACK PLATES. ALL RED, YElLOW, GREEN AND PED- ESTRIAN SIGNAL INDICATIONS SHALL BE L.E.O. 7, PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL E!E INTERNATIO~ SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A", L.E.O. PEDESTRIAN PUSH BUTTONS SHALL BE 2 ADA. 5. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9, lliE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFflC SIGNING SHOWN ON TiilS PLAN. 10, TH&; CONTRACTOR SHALL OBTAIN APPROVAL OF lliE PUBLIC WORKS DIRECTOR OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING AND INSTALLATION, 11. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRIC.A.TED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVAI..EN1) AND SHALL NOT EXCEED 8' (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWISE APPROVED. 12. TI-I! CONTRACTOR SHALL BE RESPONSIBLE FOR TI-IE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. STOP SIGNS, "STOP AHEAD" LEGENDS, "SIGNAL AHEAD" SIGNS AND LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL IS ENERGIZED. 13, TI-IE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE TI'iAN TWO WEEKS PRIOR TO TI-IE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY TI-IE PUBLIC WORKS DIRECTOR. 1+, AJ\SHINO SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING AJ\SHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION Willi THE SIGNING AND STRIPING CONTRACTOR. 18. TH! CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS $HALL BE REFERENCED AND REPLACED Willi APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, A CORN.ER RECORD OR RECORD OF SURVEY, M APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CML ENGINEER AS REQUIRED BY TiiE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT /\ FACIUlY DESIGNATED BY THE CllY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19. THE CONDUCTOR SCHEDULE IS F\JRNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE TiiE CONTRACTORS RESPONSIBIUlY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING Willi SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21, ALL SALVAGED EQUIPMENT SHALL BECOME lliE PROPERlY OF lliE CONTRACTOR, 22, LUMINAIRES AND 1.1.S.N.S. SHALL HAVE TYPE IV P.E.C. 23. EXISTIN~)"sTOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL{S ARE OPERATIONAL OR DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 24-, NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNAL(S) ARE OPERATIONAL OR DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. GENERAL NOTES (SHEETS 2J TO 252 ' 1. TiilS PLAN SUPERCEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TiiE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2, APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAi., CllY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO TI-IIS PROJECT. TI-IE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3, CllY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBIUlY FOR TI-IE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CllY ENGINEER FOR APPROVAL. +. A RIGHT-Of'-WAY PERMIT FROM THE CllY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TiiE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFIC.A.TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,~00.00 FOR EACH OCCURRENCE ' " OF UABIUlY. THE INSURANCE COMP~ WRITING THE POLICY MUST HAVE A RATING OF A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CllY AND OTiiER APPROPRIATE AGENCIES. , .8. REVISION OF THESE PLANS MAY BE REQUIRED IF TH! PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DWlLINE DATE OF lliE IMPROVEM~T AGREF;MENT, 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITiiOUT THE WRITTEN APPROVAL OF TI-IE CllY ENGINEER, NOTED WITiilN THE REVISION BLOCK, ON TI-IE APPROPRIATE SHEET OF TiiE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CllY UPON BEING SIGNED BY THE CITY ENGINEER. 9. Tii! ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY TiiE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TiiE CllY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TiiE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CllY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF lllE STATE OF CALIFORNIA, PRINCIPALLY DOINO BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, THE SOILS REPORT WILL BE SUBMITTED TO THE CllY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TI-IE WRITTEN FIELD COMPACTION REPORT(S) SHALL Bit IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TI-IE FIELD TESTS. 12, A ?RECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO TiiE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTI-IER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J, · ALL INSPECTION REQUESTS OTHER TI'iAN FOR ?RECONSTRUCTION MEETING WILL BE MADE BY CALLING TI-IE ENGINEERING 2+-HOUR . INSPECTION REQUEST LINE AT (7606"'38-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.t.4. ON THE DAY . ~i~~~P~N2!~0 N~~E w1ifs::c;bi~tut~tt ~5R ~ ~CL N~Kwg~~ oaTErLESS YOU REQUEST OTHERWISE. vOO&l?l?D© @ □@~&~ O~l;>OO@W§~E§Gtlv@~ ~@W ~ OO&~@[X]@ ®&~lJ& l?§ 00@£@) £~@) ®&~ §~OdJ@ 00@£@) GENERAL NOTES CONTINUED: 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TiiE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPlli AND APPROVED BY THE CllY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF TiiE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND TI-IE PERMITTEE WILL NOTIFY' TI-IE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TiiE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TiiE CIT'(; ENGINEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAi., DEPARTURE OR OPERATION OF TRUCKS, E'ARTiiMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TI-IE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTiiMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CllY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER). 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED .BY lliE CONTRACTOR TO THE CllY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TI-IE HAUL ROUTE OR ADJACENT STREBS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTIUlY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY /\ SEARCH OF TiiE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTI-IER UTIUlY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TiiE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON TI-IE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY' TiiE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITI-IIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITI1 THE PRQPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY' AFFECTED UTIUlY COMPANIES (SEE BELOW) AT LEAST TWO F\JLL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. . UNDERGROUND SERVICE ALERT. . .. .. .. . . .. .. . • . . .. . .. .. .. .. .. .. .. .. .. • . .. • .. .. .. .. .. • . .. .. .. .. .. • • • .. .. • .. .. .. . 800 +22-+ 13J SDG&E ............................................• 1 . .. .. .. .. . . .. . .. . .. . .. .. . .. . .. . . .. .. .. . . .. . .. .. .. .. .. .. . . 800 660-7:J;+J PACIFIC BELL • .. .. .. .. • . .. • • .. • .. .. .. .. .. .. .. • .. .. .. .. .. .. .. .. .. .. .. • . .. • .. .. .. .. .. .. .. .. .. • .. • • .. • .. • .. • .. .. . 800 892-0123 ADELPHIA CABLE • • .. .. .. • .. .. .. .. .. .. .. .. .. • • .. .. .. • .. .. .. .. .. • • .. • .. • • .. .. • • • . • • • . • • .. • .. .. .. .. • . .. • .. .. .. .. • JOO. 438-77 41 CllY OF CARLSBAD lSTREETS AND STORM DRAIN) .............................................................. 760 "'34--2980 CllY OF CARLSBAD SEWER, WATER 8c RECLAIMEb WATER) ...................................................... 760 "'38-2722 SAN DIEGUITO WATE DISTRICT ................................................................................. 760 633-2650 LEUCADIA COUNlY WATER DISTRICT ............................................................................. 760 753-0155 VALLECITOS WATER DISTRICT .................................................................................... 760 74+-046Q OLIVENHAIN WATER DISTRICT. • • • • • • • • • • • . • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • . • • • • • • • • • • • • • . • • • • .. • • • • • .. • • 760 753-6468 BUENA SANITATION DISTRICT .................................................................................... 760 726-1340 CITY OF OCEANSIDE HIGHWAY, PACIFIC OCEAN ' I " "' • WORK TO BE DONE I TI-IE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: I ' 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS ! 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2002 EDITION) 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS (JULY 2002), DOCUMENT NO. 769894, FILED JUNE 5, 2003. I 4. FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORt,,t TRAFFIC' CONTROL DEVICES (MUTCD) 200J EDITION M AMENDED BY TI-IE MUTCD 200J CALIFORNIA SUPPLEM~NT. . · ' 5. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPE<;IFIC.A.TIONS (JULY 2002) ' 8. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION) SPECIAL NOTE: CONTRACTOR MUST NOTIFY' TI-IE BELOW LISTED AGENCY AT LEAST TWO (2) WORKING DAYS PRIOR TO TiiE COMMENCEMENT OF EXCAVATION: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 TRAFFIC SIGNAL CONSTRUCTION NOTES (SHEETS 23 TO 25) IJJ EXISTING TYPE 17DE CONTROLLER IN MODa 332 CABINET. I}] EXISTING TYPE Ill-BF SERVICE ENCLOSURE. I}) RELOCATE EXISTING EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT TO NEW LOCATION AS SHOWN ON PLAN. (!] RELOCATE EXISTING MAST ARM MOUNTED SIGN TO NEW LOCATION M SHOWN ON PLAN. II) RELOCATE EXISTING TYPE "A" INTERNALLY ILLUMINATED DUAL FACE MAST ARM , MOUNTED STREET NAME SIGN TO NEW LOCATION AS SHOWN ON PLAN. I!] RELOCATE EXISTING VIDEO DETECTION CAMERA. CAMERA SHALL BE MOUNTED ON RELOCATED l,UMINAIRE MAST ARM OR ON SIGNAL MAST ARM (USING MANUFACTURER- APPROVED RISER). (I] REMOVE EXISTING PEDESTRIAN BARRICADE. I!] INSTALL MAST ARM MOUNTED SIGN PER DETAIL •u•, STANDARD PLAN ES-7N. , SIGN TYPE AS NOTED ON PLAN. ' [!) INSTALL SINGLE CHANNEL E.V.P.E DETECTOR UNIT (3M OPTICOM MODa 711 OR APPROVED EQUAL). CONTRACTOR SHALL F\JRNISH AND INSTALi:: E.V.P .E ~9lJIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL A ON SHEET 25. ' [fil INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLODINO VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING ANO ANCILLARY EQUIPMENT. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON LUMINAIRE MAST ARMS OR SIGNAL MAST ARMS (USING MANUFACTURER-APPROVED RISER). VIDEO DETECTION sonwARE SHALL BE LATEST VERSIO'N. . ' . ID) F\JRNISH AND INSTALL TYPE "A" INTERNALLY-ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN. SEE EQUPMENT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS, DECLARATION OF RESPONSIBLE CHARGE - ~ -CITY OF' ENCINITAS "-..,.__J,.. _ _J VICINITY MAP NOT TO SCALE I HEREBY DECu.RE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER lliE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BVSINESS AND PROFESSIONS CODE, AND THAT lliE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT,JH.·' CHECK OF PRo:lcT DRAWINGS AND SPECIFICATIONS BY TriE. CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DO~ NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK SAUL M. KANE R.C.E. 61311 DATE 1 +, TI-IE OWNER AND/OR APPLICANT THROUGH TiiE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOIB.Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. GENERAL NOTES CONTINUED: l---+----1------------1----1---1----+-----l~J I CITY£NG~!,NGC!~~AD I~ . ' . ·;e LINSCOTT, LAW & GREENSPAN, ENGINEERS 0 4542 Ruffner Street, Suite 100 ·.San Diego, Ca , 92111 ~ .. · (858)30Q,-:-~SDO (858)300-6810 (FX) LLO J-066301.1 NOTES6301,DWO 4/21/06 Designed By: SMK Drown BY: DVS Chocked By: SMK RANCHO SANTA FE ROAD D~SIGN SPEED = 55 MPH THIS PLAN IS ACCURATE FOR ELECTRICAL' WORK ONLY ,----------------,-----------------r--J--t--------------t---t--t---t--7 NOTES SHEET FOR: BENCH MARK "AS BUILT" 1----+--+-----------+------1--+--~~ , IACOSTAOAKSNORTH OCSCRIPTION: 1/,S.C. ~ G.X..BRASS DISC STAMPED DEVELOPER 11\1PROVEMENTS -·-. ·-. --·-· . 'KJO/., 19.J5 IN CONG. MON. ·. !.J Jt1 I/ /: NEIGHBORHOOD 3.1, 3.3 -3.5 .---E-N_G_I=N=E,=,-.E=. Rr,..._=.~-O~F-.~. ~W~O=R-K-.--1i.OCAT10N: ~,.1'1NOtJf!~[Yf4cOF~~S4NTicrm~~~ 'f ,_ ¥~ '-l'·f, l',2J;f IA:fROvm GLENN T. P!WW~'?<.1F · · ,~ I J,J "'"""'· cLC, "" RCE 1,1'\lll D<P. ,. 71 0 l--+--1------------+---+-----"-+--+----l ✓<-1, ,4'~,,.v'~: ,r/~,:,(,. t 'ff;t'lfr/~'°ltou'f.,'llfs~§EO l-;::::;:;;:;::::;;--;;;;---...;...-'-------1-~~--+--r-------------l----+---ll---l---l C!TY eNGINEER~/5127 EXP09/30jor DATE . II, ' / ~ APPROXIMATELY 1.2 MIL£$ NOl?THGRLY R£::v/£WEO BY: 1z72ilo1 llt.M ,!.\ AS-BUILT i / '/1 o(. OF THE INTERSECTION OF RANCHO -r-~ ~~~=::!....l~===------------l---l---l----;l----.1 OWN B*---1 PROJECT NO. DRAWING NO. u[ M:KANC i nr SANrA FE ROAD ANO LA COSTA AVENUE. /~ re-·~ (>'~~&/,, OATE INITIAL REVISION DESCRIPTION 1--'{)A'-"TE~.L!:.!INlc.:TIAL""-1'-"'{)A"'TE:....1.!'.!'N'c.:TIAL~ CHKD B*---1 CT 99-04-03 429-7 RC~ NO 61:111 EXP. 6/30/07 . EUVATION: 5JJ . .J9 NGVD 29 MSL INSPECTOR (/ ...,'if ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RvWD BY! l :.;,., ~-;, ., ' " ' ' • w.o. No. 2352-130 IV.W.O. 205-6a • ·., 8/H r I f I ! I 1. I f '" ---........ -... ---,- ' I ' ,, ,, 'i ii SIGNING AND STRIPING GENERAL NOTES (THIS SHEET ONLY) 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2, SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CAL.TRANS TRAFFIC MANUAL, CAL.TRANS STANDARD SPECIFICATIONS (JULY 2002 OR Lb.TEST VERSION THEREOF), THESE Pu.NS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVN.. OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. Af« DEVIATION FROM THIS SIGNING AND STRIPING Pl.AN SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO Nff CHANGE IN THE FIELD. :,. ALL SIGNING AND STRIPING SHALL BE REFLECTNE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED 1WO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSUU.TED LENS REFLECTNE SHEETING (HIGH INTENSITY OR EQUAL). 8, PRl9R TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500 PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVN.. OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATNE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANVE PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9, ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CM.TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWN..KS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL_ CONFORM TO THE LATEST CM.TRANS lRAFFIC MANUN.. AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. LINSCOTT LAW l!c GREENSPAN ----------- DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECI.ARE THAT I Ml 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 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF tl'f RESPONSIBILITIES FOR PROJECT DESIGN. SAOC¼. ~ R.C.E. 61311 LINSCOTT, LAW & GREENSPAN, ENGINEERS - I PAINT MEDIAN NOSE YELLOW 11 DETAIL· 38, 150 L.F. 7ti-'l!--_j I t PAINT MEDIAN 20• 10 1b 20' NOSE YELLOW DETAIL 29, 30 L.F, ~f-l.._ 12" WHITE THERMOPLASTIC STRIPE 4-7 M1- ___,,,,,,,,,,'=.;4";;:.8.;=""._=-'~1!1.-\ "---✓:, _________ ,,/ ·-___ ..,,/ __ 12' DETAIL 1 , 15 L.F, 12• DETAIL 1 , 10 L.F. 12' ,JJ' DETAIL 38, 305 L.F. DETAIL 12, 20 L.F. DETAIL 12, 20 L.F. DETAIL 39, 20 L.F. DETAIL 38A, 20 L.F. - 5 L.F. B' 12' 12' I 0 P. I t~ 0 t I ~ e)TYP. :+ d) NGR! , 2· ,2· 12· t , 2· ,2· 12' DETAIL 39, 120 LF. DETAIL 38A, 120 L.F. GR 120 LF. I I I I MATCH LINE A SEE LOWER LEFT I B' 12' 12' 1 10' 12 6 14' I I I i I I I : t I ! I I '' i ; i I ! i I I DETAIL 39, 80 L.F. DETAIL 38A, 80 L.F. GR 1!16 L.F. tio ~i~,._(MOO) DETAIL 378, 200 L.F. I DRIVEWAY I DETAIL 39A, 200 L.F. DETAIL 38A, 215 L.F. DETAIL 39, 215 L.F. ----- ' _..- ---------- ,1 ' ----~-,----... , ... ,. '·-'-----,-•' - WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCOROING TO THIS PLAN AND: 1, THE CITY OF CARLGRAD SPECIAL PROVISIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2002 EDITION) 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD Pu.NS (JULY 2002), DOCUMENT NO. 769894, FILED JUNE 5, 2003. -• 4. FEDERAL BIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM lRAFFIC CONTROL DEVICES MUTCDJ 2003 EDITION AS AMENDED BY TI-IE MUTCD 2003 CALIFORNIA SUPPL.EM NT. 5. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS (JULY 2002) 8, SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION) LEGEND (THIS SHEET ONLY) :: ____ ·• ____ :: { EXISTING STRIPING TO BE REMOVED _ { EXISTING STRIPING ----f RO POSED STRIPING --- ., ., ~ t II ffll I lfJ I --- --- EXISTING PAVEMENT LEGEND INSTALL lYPE IV(L) PAVEMENT AAROW AS INDICATED INSTALL lYPE IV(R) PAVEMENT ARROW AS INDICATED INSTALL BIKE LANE PAVEMENT AAROW AS INDICATED INSTALL "LANE" PAVEMENT LEGEND AS INDICATED INSTALL "BIKE" PAVEMENT LEGEND AS INDICATED INSTALL "STOP" PAVEMENT LEGEND AS INDICATED INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED INSTALL "SIGNAL" PAVEMENT LEGEND AS INDICATED PROPOSED SIGN REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. TRAFFIC SIGNAL -=---------" -=---------------------------- SIGNS (THIS SHEET ONLY) W3-3 ) RIGHT LANE MUST R3-7 SCALE:: 1 •~40• TIJRN RIGHT = 40 0 40 60 80 100 120 l-----+-----+----------1-----l-----l------l~ ~ I CITY OF CARLSBAD 11 SHWS I MATCH LINE A ~. cNGINffRING OCPARTMcNT _ 25 SEE UPPER RIGHT ,-----------=-----=-------~--------------..J---j!----j--------------i---t--!----j--7 SIGNING AND STRIPING Pl.AN FOR: BENCH MARK "AS BUILT" IACOSTAOAKSNORTH -4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) DESCRIPOON: IJ.S,C. .t o.x. BRASS DISC STAMPED DEVELOPER IMPROVEMENTS ~--------'--------1 "KJ02., 19J5" IN CONC. MON. ,I NEIGHBORHOOD 3.1, 3.3 • 3.5 LOCAOON: POINT LJcS 8.5' E:ASTrRL'f OF' ~STcRN (/:~t/1 engineers LLG J-065301,1 STR6301.DWG ~/21/08 Designed By: SMI< Drown By: DVS Checked By: SMK RANCHO SANTA FE ROAD DESIGN SPEED = 55 MPH THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY ENGINEER OF WORK 8£RI,/ LINE ON RANCHO SANT,4 FE ROAD, '-I .;; ~APPROVED GLENN T. PRIUY~tf ' I IJS' NOlm-lF:l?L'f OF' ELECTRIC "' A d d ~-• • / h>fe /J ~ Tf/tfff,'fi~0L1'{_1~i":{JffED r,;;:::;:::~"" ;:-""-;;:'-'-:;::----:,_EXP._. _ _J-Q_. .£_ '4.._ !!.._J...-_ -------;.._I-_-~-~--'-➔+_-_-_-_j..1-,.-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----ii-_-_-_-_-j._1-_-.c.-_-,!-I-_-_-_-_-j._1-_-_-:_-j ¢iW oo~7ii'f•~PDQl3DI07~rD,4TE 1._1 /JI r -,-Ji 1o~ APPROx1w.m.r ,.2 MIi.£$ NORTHERt.r REYl~o sr: 11. u 01 F-1..M As-~u,LT ~NOAM. ~61 Tf, £X'". •/To•/.07 n/l<\TE' YEfiNTJ!JJCJ.Jf,J' JF c'1fitx'1VENuE. -r.:; /4 .. ,. ~ 1/t>'l-/ot l-=ll4.!CT£'.C..!+!=,N~irJAL!:L-ll-.ll!l==R~Ev.!:L7S-10_N_D_£_S_C_R_1P_TI_O_N ___ __j__ll4_T£_1-1-w,-rJAL--'-ll4-T£--l-l-N1-rJAL-1 ~ZZo 8;r,-=:._-=:._-=_-:_-=::: ;~o~~~~:g3 o~;f1 No. ""'-., r, "F-' ,r • a£'1,400N: "S.J9 NG\ID 29 MSI. INSPECTOR (/ D,471' ENGINEER OF WORK OTHER N'PROVAL CITY APPROVM. RVWO BY: W.0. No. 23.52-IJ0 V.W,D, 205-68 BIN : I ' I ' ,, I I r_ 1. I ;, _, J ( J"'l"'7'ITTl1"'71, .. """'" "'r ..... ?"7"7sc•u011Er""l"\TDU117""LE------------r-------------------------------------------_;_;_--------_;_;_-----.--....---------___;_----!I .... ' C.\JUll""MLl'I •rl /\ CONDUCTOR SCHEDULE* ' STANDARD Pl.ACEMENT DIMENSIONS ' SIGNAL MOUNTING AND Pl.ACEMENT LOC. lYPE MASTARM SIG. LUM. B. VEHICLE PEDESTRIAN E. c. 1-----~_...c---_._---'--""-="-'-"-'-'---' @ 28-4-129 40' 11· 28' 17' 3.0' ® -15' 17' 26' 3.0' ■ . . . . . . @ 29-5-12e 55' 15• 32' o· J.o· -26.5' 18.5' 3.0' POLE SV-2-TB .,, IJ2 © 19-3-129 30' 15' 26.5' 18.5' 3.0' sv-3-TB •115 118 118 @29-5-12S 55• 15' SEE PLAN SV-2-TB 11'6 ¢8 26' 17' 3.0' sv-3-TB ,2 116(17') ,1. • "' RED ARROW, YELLOW ARROW, GREEN ARROW MASTARM SIGNAL PPB MAS 914 SP-Z-T 112P MAS 117• 112P 914P ¢4P . . MAS IJ1 • 2-MAS 116 MAS 11.3• MAS 1118 MAS ¢8& MAS ¢8 MAS 1&2 MAS !&2 MAS 115• SP-1-T i&2P . TP-2-T ¢4P ¢6P SP-2-T 1116P 1118P SP-1-T ¢8P SP-2-T !&2P ii>8P ¢4P 1116P 1116P 1118P 4 a 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL •;,.• ll·IIS SHEET. * '" EQUIPMENT RaOCATEO FROM ■ ■'" EQUIPMENT RELOCATED TO * NOTE REMARKS i~w ~p\ m [I] !ill [DJ EQUIPMENT RaOCATEO FROM POLE @ 180W LP~■ EQUIPMENT RaOCATED TO POLE @ 180'R (P$' V • "San Elijo Rood" 1 ~*e.50W HPS 11.JWW(ID "Rancho Santa Fe Road"* ,.,,.. EQUIPMENT RaOCATED FROM POLE tf1 180W LP~■ "Rancho Santa Fe Road'■ EQUIPMENT RaOCATEO TO POLE @ 180W I.PS EXISTING EQUIPMENT TO REMAIN SQ.II e: It JO Roll.<( r., r.., "Ro;,4.ho S,J(,to. ~· R~d• L!J L!J DETAIL "A" [!] OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END Of MAST ARM AB-121 ASTRO MINI-BRAC OR EQUAL --y - 3M "OPTICOM DETECTOR" APPROACHING VEHICLES ."'<'"'"-J---;' -'- '--1---==:i. 0 . SIGNS THIS SHEET [I] ., R73-3(CA) .:1 ~~-5 NO u TURN ... I POLE @ POL~,J(@ T1 POLE@ R73-2 (CA} 1!....11. lO' .11-1• 1""'1• _____ ...,L),. ~-T ] 10' CROSSWAU< ~..l l I C LE , r-, r-, 1 1 II I ~ ! i ~ t::_J __ l VIDEO~ BCR DETECTION ZONE :.--FACE OF CURB POLE LOCATION DETAIL NOT TO SCALE PHASE SEQUENCE DIAGRAM VEHICLE ANO PEDESTRIAN MOVEMENTS NEMA PHASE DESIGNATIO! ,1 SEQUENCE WITH CALLS ON ALL PHASES 115 ¢8 118 DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT NUMBER NUMBER nao TERMINALS ,112 I2U T2-5 & 6 2 VIDEO 3 112 VIDEO 4 VIDEO 5 fll5 VIDEO 8 ¢4 I6U T4-9 & 10 7 ¢4 VIDEO 8 VIDEO ' 9 J2U T.3-5 & 6 ,o ¢6 VIDEO 11 VIDEO 12 VIDEO 1,3 111 VIDEO 14 i&8 J6U T5-9 & 10 15 VIDEO 16 118 VIDEO 17 jl8 VIDEO 18 IJ3 -VIDEO 2P 112P I12U T8-4 & COM8 4P ¢4P I12L T8-5 & COM8 6P 116P I13U T8-7 & COM9 8P 116P I13L T8-8 & COM9 EVA lfl +lllll J12L T9-5 & COM8 EVB 112+115 J12U 19-4 & COM8 AWG SIZE OR CABLE lYPE 10 8 lYPE "B" DLC DLCM p H POLE OR i 4 CIRCUIT LUMINAIRES GROUND 12 LOOP 114 LOOP 118 LOOP 1118 LOOP TOTAL 1+8 EVPE 2+5 EVPE 3+8 EVPE 4+7 2 2 0 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 EVC 113+1118 J13U 19-7 & COM9 TOTAL 1 2 4 E\/0 114+117 J13U T9-8 & COM9 COAX (VIDEO DETECTION BELDON 8281) 1 2 4 FV.SH I14U T8-10 & CDM12 VIDEO POWER (.3#16) 1 1 1 1. CONTRACTOR SHALL POTHOLE POLE FOUNDATIO~S PRIOR TO ORDERING POLES AND MAST ARMS. * REMOVE ALL EXISTING CONDUCTORS SIC (6PR#20) 0 O 1 PULL NEW CONDUCTORS AS SHOWN i-:T::.:.:Ol:_AL.=.C~O!!.:ND:.:U!..C-TO_R_S_/_CA_B_LE_S-'---l--,!, 3~..;2;;..0...,..30.....J~1.:.}--,1, --------- - -- I i ' ' ' --FE ROAD ---- RAISED MEDIAN ------ DECLARATION OF RESPONSIBLE 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 ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT Willi CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RatEVE ME, AS ENGINEER OF WORK, Of' MY RESPONSIBILITIES FOR PROJECT DESIGN. MrJl ·y R.C.~ 61,311 z/J,,{;1- llNSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) LLG J-066301.t SIG6JD1.DWG 2/12/07 Designed By: SMK Drown By: OVS Checked By: JPK RANCHO SANTA FE ROAD DESIGN SPEED = 55 MPH THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY ' -------------------- ' -PEDESTRIAN PUSH BUTTONS PER _ EXIST EXIST EXIST EXjST · M I ADA REQUIREMENTS -----.-----'\2•c, 1 DLC - 14' --9• s· ------12· 12· --------12· • 12' ------. 12· ' 12· --- AAISED MEDIAN ----4• ---· --12· 12' -----LEGEND _ _.,_1-C> __ __..;.---Tf ,2 - - 12· - , 2· --EXISTING VEHICULAR HEAD TO-~ REMAIN -----------~-{:~ I II EXISTING l;:QUIPMENT TO BE ------:-:?/ REMOVED/RaOCATED --.., , 2· NEW VEHICULAR SIGNAL HEAD PULL BOX PEDESTRIAN HEAD VIDEO DETECTION ZONE VIDEO DETECTION CAMERA -EMERGENCY VEHICLE PRE-EMPTION. EQUIPMEN' , INTERNALLY ILLUMINATED STREET NAM! SIGN ·u!-+-i;,-72"C, 1 DLC I J CAUTION: CONTRACTOR TO AVOID SDG&:E EXISTING UNDERGROUND FACILITIES ANO CABLES. TRAFFIC SIGNAL INSTAL~TION NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR Of' CITY APPROVAi., Pt.ANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE Of' BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER). EXISTING STRIPING REMOVE ANO SALVAGE FOUNDATION TO BE ABANDONED > NORTH ) $ , SCALE: 1 •~20• -...---.---.-.=,-,----,--,--,,,--,/A'\. / SPECIAL NOTE: = I I f J "'v·~--"T,---,,.......,\f[,rf'-..----,,---FOR REFERENCE, SEE PROJECT NO, 3907, DWG NO. 368-2B, SHEET 129. 20 0 20 30 40 50 60 11 1is:iALK-9' 9' ~ CITY OF CARLSBAD I ~+ \ 111& I :J ~ l----+---11--_-------------.!----I----I---, 1--~ l:::==5==:'...' ====£NG=IN='£ER=IN=~=D£P.=l'IR=™=~====~l==5=1 NOTES ,----------------...---------------..r--11--1--------------+--+--t--+---1 TRAFFIC SIGNAL MODIFICATION Pl»I FOR: BENCH MARK "AS BUILT" IACOSTAOAKSNORTH FOR TRAFFIC SIGNAL GENERAL NOTES, DEVELOPER IMPROVEMENTS CONSTRUCTION NOTES SEE SHEET 2J. 0£SCRIPTION: IJ:S.C. .t G.X. BRASS DISC STAMPED ,....;..:;__:_;.;.._;_;.;,___;_c....;_;;__;_.::....;_..c...::.;__:_;_;__ __ -1 '/(;]02., 19:J5" IN CONC. MON, I .I I ;!A V l NEIGHBORHOOD 3.1, 3.3 -3.5 LOCATION: POINT LIE:s 8.5' cASTml.Y OF EASTc:RN ;,.. ~ /JI S "J.cl or ENG JNEER OF WORK i LINE oN RANCHO s,wr.4 FE RQ,10, ra,.f7E" APPROVco Jll,Em1 z PRiilllJlt--! t ' s'1Jlff'i/f1Ni~OF ~~ED RCF (o11tr D<P. ,_ }o ,,~ 1--:-.,,.,..,,.-,,1---+.-:-------------+--l---+---I----I -UJ ~ = 1-L' 01 / ! JJJV . }r-'o... :JOII" AND 1:J825 AND , r,;;:;-;:::;:::;::;;--;;;:---...._ .... ______ -,.!1~1.~~-!11 £a07lj...!R~Ll-'l:!1.~..!!Ac!S•:.!t,~IJ~IL::IT:_ _________ ..J_ _ __j_ _ _J~7t.l;:; CITY £NGIN££R RC£ 51274 £XP. ~ll'1TC -~ -· _/I'_____ kfl¥ r APPROXIMATELY 1. MN.ES NORTHERt.Y REVl£W£D BY: 2/12/07 SMK POLE CHANGES, REPLACES SHT. ORIG. SIGNED 4/11/06 ~ ,,, UL M. DATE: ~TljE/f7ll!1ffCJJYIJF dltt!lxHfV£NuE. ~~I._, fl~/4•Jo• DATE INITIAL R,'r,"SION oc:-sc,01pr1ON r-=DA~TE'--'-"IN'""IT/AL~+--='DA;:..;;TE.::...,-"IN'""IT/AL=-=-i ~ZZoBir,-=--=--=--=--=-= c~RTOJ9~9COT4N00.3 DRA4~2!9NG7NO. RC£ NO 61Jf 1 £XP. 6/J0/07 £1.EVATION: 5JJ.J9 NGVD 29 MSI. INSPECTOR #" £lolit £NG/NffR OF Wl)RI( "° v, "°' '"' OTHER APPROVAL CITY APPROVAL RvWO BY! --- l W.O. No. 2J52-1JO BIN : IV. W.O. 205-6a7 ·