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Home My WebLink AboutDWG 406-3; CT 02-24; LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14; 01-14GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE C/1Y ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA 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 $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY 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 CITY AND OTT-IER APPROPRIATE AGENCIES. 6. REVISION OF TT-IESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPER1Y OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PR/DR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN Cl1Y 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 TH£ STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TT-IE FIELD TESTS. 12. A PRECONSTRUCTTON MEFTING SHA/ t Bf HfLD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSP£CTION, SUPERVISION. TESTING AND ALL OTHER ASP£CTS OF THE WORK. TT-/£ CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INS2£CTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 8£ MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION RE;QUEST LINE AT {760) 438-3891.INSPE:CTION REQUESTS MUST BE REGEi'@) PRIOR TO 2:00 P.M. ON THE DAY BEEPRE THE INSPECTION IS NEEDED, INSPECTIONS WILL BE MAD£ 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 SAFE1Y DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFE1Y AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15: THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TT-IE HAZARD OF CAVING GROUND DURING 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 AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTAB/ {SHED BY THE CONS[RLJCTION SAFETY DRQE:RS Ill) E B CALJFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL 8£ 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, OPfRATTONS WU I CEASE IMMEDIATE/ Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT TT-IERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTT-IER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS P(YOR TO BEGINNING OF WORK. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE:BRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT£ QR ADJACENT STREETS AS A RESULT OF THE GRA.DING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTIL/1Y STRUCTURES AND FAC/LITTES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLED TO TT-IE POSSIBLE EXISTENCE OF OTHER UTIL/1Y 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 TH£ PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. TT-IE CONTRACTOR SHALL VERIFY TT-IE 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 AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) LEUCADIA WASTEWATER DISTRICT HUNSAKER & ASSOCIATES SAN D!ECO, INC PLANNING 10179 Huennekens Street ENCINffl\lNC Son Diego. ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760 )434-2980 (760)438-2722 (760/753-0/55 STREET NOTES ENGINEER'S NOTES ENGINEER'S NOTES (CONT.) WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE I. 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 ENG/NEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO /2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. 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" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 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 SDR 35 SOLID WALL PIPE. 5. WHERE AN EX I ST/ NG PI PE LI NE 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. i, 6. WHEELCHAIR RAMPS SHALL BE INSTALU"E:D 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 PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF TH IS PLAN PER SDRS owe M 19 . 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 3. 4. 10. TWO /2/ SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY 5. ENGINEERING INSPECTOR. 11. STREET LIGHTS PROPOSED BY THIS PLAN ARE PRIVATE. THE PRIVATE STREETLIGHTS ARE OWNED BY THE HOA. PRIVATE MAINTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHMENT PERMIT. PR-03-I23. "DECLARATION OF RESPONSIBLE CHARGE" 6. I HEREBY DECLARE THAT I AM THE ENG I NEER OF WORK FOR TH IS 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 7· 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. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIT£ CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONT I NUOUSL Y AND NOT BE LIM I TED TO NORMAL WORK I NG HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCOFIDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 558-4500. 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 (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC. J UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR TH IS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVA Tl ONS ANO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EX I ST I NG. CONTRACTOR SHALL NOT I FY TH£ £NG I NEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 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 OF/ REPLACE ITEMS REQUIRED TO REMAIN IN PLACE 'MIICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. WHERE TRENCHES ARE ADJACENT TO FUTURE BU I LO I NG S /TES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TEST/ NG TO CERT/ FY TH'A T TRENCH BACKFILL WAS COMPACTED AS DI REC TED IN THE PRELIMINARY SOILS REPORT. THESE PLANS SHOWN 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. 9. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICAT/.ON STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WI TH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHOR I TY. 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BU IL T ON A DA IL Y BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. I I. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES ON CUL DE SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS ARE AT THE CURB. 12. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. / 3. THE SO I LS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM WI TH AND BE SUBJECT TO ANY TEST/ NG OR INSPECT I ON REQUIREMENTS IN THE REPORT. 14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS ANO TEES IN WATER SYSTEMS PURSUANT TO THE APPIWPRIATE WATER OJ STRICT STANDARD. 15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 16. ALL SEWER L /NE BEDDING SHALL BE 3/4" BACKFILL PER S.DRSD 5-4, TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FOR SDR 35 SOLID WALL PIPE. STORM DRAIN NOTES I. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DUR/1/G THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON Fl LE AT THE OFF I CE .OF THE Cl TY ENG /NEER. ENG I NEER IS NOT RESPONS I BL£ FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, 'M-IEN MAI( I1/G ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REV/ S IONS. 2. STORM DRAIN PIPES DES/{)NATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMGSETTING RESIN ( RTR / COUPL I NG OR EQUAL FOR THE ENT I RE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C36/, AND C443. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A /./IN/MUM COVEii OF /-1/2 INCH OVER THE II/VERT REINFORCING STEEL. THE CONCRETE DES /GIii STRENGTH IN THESE REACHES SHALL BE f c = 5, GOO PSI. FOR VELOCITIES EXCEEDING 30 FEET PEIi SECONQ, USE fc a 6,000 PSI. WITH THE FOUOW/NG 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 NUMBERS 5476 &: 5477 DATED OCT. 15, 2003. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED MARCH 2000, UPDATE LETTER DEC 16, 2D03. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODtFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-07. 9. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER AND SEWER SYSTEMS. 10. THE LEUDADJA WAS7EWA7ER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONS'fRIJCTION OF SEWER. 11. STORM WATER MANAGEMENT Pl.AN FOR CT 02-24 PREPARED BY HUNSAKER &: ASSOC., DA TED APRIL 15, 2003. DESCRIPTION STD. DWG. SYMBOL SUBDIVISION BOUNDAF?Y RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE A.G. PAVING/BASE 6" TYPE G CURB &-GUTTER PEDESTRIAN RAMP TYPE "A" CROSS GUTTER MODIFIED CROSS GUTTER CONCRETE SIDEWALK DRIVEWAY DOUBLE STREET NAME SIGN PER CAL TRANS TRAFFIC MANUAL STREET SIGN (TYPE PER Pl.AN) PER CAL TRANS TRAFFIC MANUAL **G-2 **G-27 ***G-12 *GS-9 **G-7, *"'G-9, *"'G-10 ***G-14B SDM-102 SDM-102 12· WHITE LIMIT LINE, "STOP" PAVEMENT LEGEND PER CAL TRANS TRAFFIC MANUAL (THERMOPLASTIC) TYPE Ji\' CURB OUTLET **D-25 --------- ~ -! ... •·· ..... :h, _)~:L -. - -. ---,.-.. :: + -,,- PRIVATE STREET LIGHT 9,500 LUM (HPSV) STREET CENTERLINE MONUMENT ***E-1, **E-2, **M-21 **M-10 EXISTING STORM DRAIN QUANTITY 218,344 S.F. 11,914 L.F. 14 E.A. 3, 184 S.F. (INCLUDED ABOVE) 52,690 S.F. 21,684 S.F. 10 E.A. 4 E.A. 2 EA. 1 E.A. 23 E.A. 46 E.A. 9 E.A. 878 L.F. FIRM: HUNSAKER B ASSOCIATES ADDRESS: 10179 HUENNEKE;NS AV£ CITY, ST.: S4N QIFGQ CA TELEPH~-/858/ 558-4500 8. 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. EXISTING CLEANOUT (ADJUST TO GRADE) PROPOSED 18" RCP STORM DRAIN PROPOSED CURB INLET TYPE "B" ***D-2, *DS-1 r:g 3 E.A. BY, _ ,.iwf£/J.e1k 'R ND L. MARTIN DATE: --+7/+-'0~8.,_/o~r: __ P.£. NO.: RCE 48670 EXPIRATION DATE: ..J6o;/c..3!110:<.f0"'4'--------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS ( 1-30-97/ AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 200 I • TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS PHASE I GRADING PLANS, PROJECT NO C. T. 99-03, DRAWING NO. 397-2A REFERENCE DRAWINGS CI TY OF CARLSBAD DRAWi NG 397-I 8 OWNERS I PERMJTTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION /903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 I 760/ 929-2701 T,EGAL DESCRIPTION LA COSTA GREENS NEIGHBORHOOD I. 11,/./3 B /. 14 BEING A SUBDIVISION OF LOTS 11, /3, AND 14 OF CARLSBAD TRACT NO. 99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY FEBRUARY 12, 2003 TOGETHER WI TH PORTIONS OF ALI CANTE ROAD AND , GALENA AVENUE, AS DEDICATED TO PUBLIC USE. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ 213-112-02 04 05 06 . THE CALIFORNIA COORDINATE INDEX OF TH IS PROJECT IS N 19 I £ 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYTEM -I 983, ZONE VI , I 99 I . 35 EPOCH, NORTH AMER I CAN DATUM OF 198.3 (NADB3/, GRID BEARING BETWEEN STATION CLSB-153 AND STATION CLSB-070 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 B, 2002. IE, N 36"47' 12• W SHEET INDEX NOTES AND LEGEND KEY MAP AND SECTIONS IMPROVEMENTS SEWER LATERAL TABLE SHEET I SHEET 2 SHEET 3-1.3 SHEET 14 J.Rr.-END OF ABBREVIATIONS TC GB BVC EVC VP/ BC EC HP LP FL DWY FS Pf?C ST. f?T LT 7W PCF? MVC CL 8W N. T.S. CTB f?P EOP CDS f?CP SD KNU cc CB GPM TOP OF CUF?B GRADE Bf?EAK BEGIN VERTICAL CUF?VE END VERTICAL CURVE VERTICAL POINT OF INTERSECTION BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW UNE DRl\4:WAY FINISHED SURFACE POINT OF REVERSE CURVE STREET RIGHT LEFT TOP OF WAU POINT CURB RETURN MODIFIED VERT/CAL CURVE CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONCRETE PIPE STORM DRAIN KNUCKLE STATIONING CENTER OF CUL-DE-SAC CURB GALLONS PER MINUTE FIRE HYDRANT 1-, YOUT PLAN SCALE: 1 "~500' -\... e:::s:. ~\ I .l \ :_,1 i..; -i. '! ::-\ -r,Gffe, ~~, \ ii . l ' -✓ -I <: ' ~ ., ~ '-.... ---" -I ~ -! -8 .!?11 Ji.! '" r011;: ROA)) )/\\\.., -I I \ -----mt' j BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM LA COSTA AV£NUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.4, NGVD 1929 CITY OF SAN MARCOS ll LAGOON COSTA CITY OF ENCINITAS " VICINITY MAP NTS C'ARLSBAD MUNJCJPAL WA.1ER DISTRICT • ~/?.~~--fl~'/ ) --WILLI llJVl r.Pf.>ui AA r, DAT!:. D15TR.ICT EIV&WEER R.(.t:~817', c<P -:;/31 ID, PROPOSED CURB INLET TYPE "B-1" PROPOSED CURB INLET TYPE "B-2" PROPOSED CLEANOUT TYPE "B-5" PROPOSED CATCH BASIN TYPE •F• SIDEWALK UNDERDRAIN EXISTING SEWER PROPOSED SEWER MAIN(SDR 35) PROPOSED SEWER MANHOLE ***D-2, *DS-1 ***D-2, "!JS-1 **D-10 **D-7 **D-27 ****S-11, ****S-12 ****S-3, ****S-4 PROPOSED SEWER LATERAL *"""*S-17, ****S-18 -s---0--- --------<@ EXISTING SEWER LATERAL (PER. DWG 397-2) *""*S-17, ****S-18 EXISTING WATER LINE (PER DWG 397-2) ----------'{''11' ·--· w~---:. -, .· EXISTING 1• WATER SERVICE (PER DWG 397-2) EXISTING 2" IRRIGATION SERVICE PROPOSED WATER MAIN GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER PROPOSED 1" WATER SERVICE END CAP ASSEMBLY 2• BLOW OFF ASSEMBLY 2• MANUAL AIR RELEASE ASSEMBLY *W-16 "W-12 *W-3 *W-15 *W-6 *W-6 2• AIR VACCUM VALVE ASSEMBLY *W-7 2" IRRIGATION SERVICE W/ BACKFLOW PREVENTER *W-4 * Cf.TY OF CARLSBAD/CMWD STANDARD DRAWING * * COUNTY OF SAN IJIEGO REGIONAL STANDARD DffAWING • • • AS MOD/RED BY THE CITY OF CARLSBAD STANDARDS • * * • LEIJCADIA WASTEWATER DISTRICT STANDARD DRAWINGS l---------~:l£) l-----------i· '1\ <V, ' --~-- 1------------"0 ENGINEER OF WORK ~~,k"%4-- RFNo L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 4 E.A. 1 E.A. 2 E.A. 2 E.A. 129 E.A. 4,411 L.F. 19 E.A. 110 E.A. 4,63ac1J.F. ,•_ ,'.CJ.''• ' ',f$'f.A. '10 E.A. 101 E.A. 6 E.A. 11 E.A. 4 E.A. 6 E.A. 3 E.A. v/rslor DATE ~ LEUCADIA WASTEWATER DISTRICT CARLSBAD FIRE DEPARTMENT 2 .. "AS BUILT" l //J-~ PUBLIC SEWER SYSTEM APPROVAL REQIJIREMENTS: g{/2e APPROVED BY: LWD DISTRICT ENGINEER NUMfJER OF F.H. 's-1fL F.FUJWJ.:i!lJ)G.P.M. OUT OF...l_F.H. 'S u....48'-70 DATE EXP. r,!_30!_10 /~a,_,,:. '{/z.z/41.f 'I;" ~l(~'""-"~ REVIEWED 8Y:4L..t , ST, ~ ~E. 10/1,/oe, 26514 DATE ,·· -t o/<4~f/ c:!c:7~, DUDEK AND ASSOCIATES EXP. 03/31/06 INSPECTOR/ ~ ' DATE I SH;ET I ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT 4 IMPROVEMENT AND UTILITY PLANS FOR: IMPORTANT NOTICE LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT /DENT/FICA TION NUMBER BE 07//01' , .. Rl.M AG-Bll/1.,, T ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE APPROVED ,A:>'( LLOYD B. HUBBS VALID. FOR YOUR DIGALERT I.D. NUMBER GAU 01/1ai ... !fL.tvf LWD AS-e,J/L,T -Lf?...-~~d ~ s/~/.,,.; UNDERGROUND SERVICE ALERT AT.· dl/1"1/04 ie.Lrl l"t:,Vl<,f;. 1:1:'-rei<° ~<al4f<o.~,S,<,,'7,b,I0,'4 .11/1118'1 ~ .,,,-, ~ CITY ENGINEER~CE = ~1?1'.'.11L'05 7--DATE ; ' 01/1"1 P4 JeLM 11 ,eb,/1 be. OIJY ,i. IJATcl"'-oHT-o. ~. 5 ,i.,:1,e,. 10,12.. '!> , TOLL FREE 1-800-422-4133 ..,_ lfi'ITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INlTIAL DATE CHKD BY: GV(:: CT02-24 406-3 TWO WORKING DAYS BEFORE YOU DIG ENGINEER OF WOlilk REVISION DESCRIPTION RVWD BY: Jt.R OTHER APPROVAL CITY APPROVAL R:\0330\&Eng \]MproveMents \0330iQ0l.dwg[ 2000JApr-07 -2004:17 =54 W.0. No. 2352-70 ., ii 11 I, ' Ii /.,.;- 1,/ ' 1>1~l 12 SIGNING AND STRIPING NOTES 1. THE. CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE. LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATE.ST VE.RS/ON THERE.OF), THE.SE. PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLJC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINE.ER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE. REFLECTIVE. PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE RE.PAINTED TWO WEE.KS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LE.NS REFLECTIVE. SHE.ET/NG (HIGH INTENSITY OR E.QUAL) 6. PRIOR TO FINAL ACCEPTANCE. OF STRE.ET IMPROVE.ME.NTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE. RE.STORED TO A "LIKE NEW" CONDITION, IN A MANNER MEE.TING THE APPROVAL OF THE CITY INSPECTOR. 7. E.XACT LOCATION OF STRIPING AND STOP LIMIT LINES, SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. B. CONTRACTOR SHALL RE.MOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVE.ME.NT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY RE.MOVED BY THE. CONTRACTOR. 9. ALL PAVE.ME.NT LEGE.NOS SHALL BE THE LATEST VERSION OF THE CALTRANS ME.TRIG STENCILS. 10. LIMIT LINE.S AND CROSSWALKS SHALL BE FIE.LO LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIME.NS/ON UNLESS OTHERWISE. SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVE.ME.NT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE. SPECIFIED. 12. FIRE HYDRANT PAVE.ME.NT MARKE.RS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIE.GO REGIONAL STANDARD DRAWING M-19. 13. ALL ME.DIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFJC MANUAL UNLESS OTHERWISE. SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIE.GO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE. MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS RE.MOVED BY THE. CONTRACTOR SHALL BE DE.LIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THE.SE. PLANS SHALL BE. NEW SIGNS PROVIDED AND INSTALLED BY THE. CONTRACTOR EX CE.PT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO RE.LOCATED OR TO RE.MAJN. 19. (IF NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE. INSTALLED IN A 2-FOOT WIDE ME.DIAN NOSE., THE. R7 SIGN SHALL BE 18"X24" AND THE N-1 OBJECT MARKER SHALL BE 12"X12". CMWD WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCT/ON OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAJN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE. PROOF OF OSHA NOTIACATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFACE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRE.CONSTRUCT/ON CONFERENCE MEE.TING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BE.FORE CONSTRUCTION BE.GINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT ([760} 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PR/DR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE. NO. (760) 4.JB-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WA7FR UNE. EASEMENT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINE.ER. 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE ARE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD ARE MARSHAL. 9. ALL RECLAJMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCT/ON OF RE.CLAIMED WA7FR MAINS -CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED. AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER PROTECTION. CMWD CONSTRUCTION NOTES 1. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL BE 5/8" {UNLESS OTHERWISE NOTED ON THE PLANS.) 2. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BE.TWEEN POTABLE WATER LA7FRALS AND SEWER SERVICES SHALL BE 5 FEET. 4. THE TOP OF WA7FR METER BOXES SHALL BE Fi_USH WITH THE FINISHED SURFACE GRADE. L WD SEWER NOTES 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT. PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIACAT/ONS FOR PUBLJC WORKS CONSTRUCTION (GR££NBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVEN OF CONFLJCT THE LCWD SEWER STANDARDS GOVE.RN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBS/7F AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD ANO SHALL REPAJR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANO/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD. 6. QUANTITIES SHOWN HERON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWO. 8. PRIOR TO BEGINNING THE SEWER WORK THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BE.GINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BE.EN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DE.TAJL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLJSHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALJFORNIA ADMINISTRATIVE CODE., THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN ORY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKALL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GE.OTEXTILE MATERIAL. SUITABLE GEOTEXTILE. MA TE.RIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINE.ER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DE.WATER/NG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS IIS4S OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRNATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE., THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE.SE PLANS. ATTENTION IS CALLED OT THE POSSIBLE EXISTENCE OF OTHER l177LITTES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAU770NARY MEASURES TO PROTECT THE l177LJT/ES SHOWN ON THE PLANS AND OTHER EXISTING FAG/UT/ES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT {800) 422-4133, AS REQUIRED BY STATE LAW. ALL U77LITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR JS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINE.ER WHICH CERTIFIES THAT TRENCH BACKALL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINE.ER IN ACCORDANCE WITH ON SITE EARTHWORK SPE.CIACATIONS AND THE LCWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM OF PIPE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINE.ER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LCWD FOR REVIEW AND APPROVAL PRIOR TO ANAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FE.ET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OR WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SE.PARAT/ON OF SEWER/WATER AND SEWER/RECLAIMED WAIER SHALL COMPLY WITH LCWD STD. DWG. S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINE.ER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE. SHOWN AS APPROVED BY LCWD ON THE PLANS. 27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LA7FRAL. THE WIRE SHALL EXTEND UP TO 2• COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE. WITH ANAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE., JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PR07FCTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCT/ON IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DE.SIGNED AND SHALL THEN BE LIMITED TO LESS THAT ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY Pl.ACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. .35. JOINTS BETWEEN MH BASE., SHAFTING, CONE SECTIONS, AND RING SHALL HA VE A 2 • BY 2 • aum RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM 7FSTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND .J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS ANO LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE ANAL APPROVAL BY THE LCWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD DWG S-3. MANHOLES SHALL BE 5-FE.ET DIAMETER FOR PIPE 18-INCHE.S ANO LARGER PER LWD STD DWG S-4. 40. MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK) OR A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 5D0-2 OF THE GREENBOOK FOR 1) ALL NEW MANHOLES ON SEWERS 15" OR GREATER; 2) ALL MANHOLES WITH INLET PIPE SLOPE 5% OR GREATER; 3) ALL EXISTING MANHOLES WITH NEW CONSTRUCTION; AND 4) ALL MANHOLES WITHIN 1,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY SEWER. 200 0 200 SCALE 1'=200' 400 600 ' LEGEND SUBDIVISION BOUNDARY --------- R/W 60'/56'* 30'/28'* **3' 13' 10'* 17' 18'* MIN. 6 ~'i} ,{' ARE HYDRANT KEY MAP ( PVT STREET UGHT ~=::=.., R/W 30'/28* 17' 18'* 6" TYPE: G CURB AND GUTTER 2% 13' 10'* J'** Ml . • • DENOTES 56' WIDE ROW WITH 36' WIDE CURB TO CURB RIGHT OF WAY SHEET NO. FIRE HYDRANT PVT STREET LIGHT STORM DRAIN WATER LINE SEWER LINE STREET SIGN DOUBLE STREET NAME SIGN •• 3' MINIMUM SETBACK TO HOA MAINTAIN. 'ED SLOPE Tl = 5.0 LOCAL Tl = 4.5 CUL-DE-SAC PUBUC LOCAL STREET OTHERWISE TOP /]J2.E AT RIGHT OF 'EE llv1Pl<'c>VE 'ENr "I/BETS~ A!S-1:WILT PAVeMeNT 5i:CTIONS PORTION OF GALENA AVENUE, GOLDSTONE ROAD, TIGEREYE PLACE*, A VENTUR/NE PLACE*, AZURITE PLACE*, COPAL PLACE*, CARNELIAN COURT*, AMMON/TE PLACE*, AND BIXBITE PLACE* NOT TO SCA/.£ HUNSAKER K!'IYUNE - & ASSOCIATES 07/1(1/02, l'!LM 14.\. A-S-li!,UIL-T"" @ l>O<J (j---o - - ...,,- + SAN DIEGO, INC a11/ultJa {il.1..,/ol( ig\ L,WJ;> AS-i!V/1--1" PlANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 9Zl21 SURVEYING PH(£58)558-4500· FX(85!!)55S-1414 DATE INITIAL ENGlNEER OF WORK REVISION DESCRIPTION PL I '. I RW 1 \ ) '\ ZODIAC ST. THE GREENS NEIGHBORHOODS 1. 11. ~ I TYPICAL SWALE FUTURE DRAIN BOX TO ---1>=4--CONNECT TO SIDEWALK -UNDERDRAIN-PER PRECISE J GRADING PLAN 1.13 & 1. 14 ____ JWi~ffi~R!.J:LA~~RAJ.:~::::::!2!...l,._::::!S1£EW~!:R LATERAL j SIDEWALK UNDE.RDRAIN PER SDRSD D-27 CURB./' ENGINEER OF WORK R~~~ v/zi/t" TYPICAL SIDEWALK UNDERDRAIN DETAIL , NTS DATE NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK R.C.E. NO. 48670 EXP. 6/30/04 UNDERDRAIN PIPE PER SDRSO D-27. LOCATIONS "AS BUILT" TO BE SHOWN ON "AS-BUILT" PLANS. '2 ~~4vC ,/4/4~,i' u~8t;,70 ' ~li!50L10 DATE EXP. REVIEWED BY: /1/...L 10/4/oe, IN~:/7' =,,, DATE I SH;ET I CITY OF CARLSBAD I SH:~TS I ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 APPROVED .r,:,,ft LLOYD B. HUBBS .,41, ~ ,.~ .d. ~ -S"/~'1 CITY ENGINEER&RCE == ~e 1?!.3.1 t057 ---DATE ...., ' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: s,vP CT02-24 406-3 RVWD BY: .Jt.R OTHER APPROVAL CITY APPROVAL R•\0330\&Eng \IMproveMents\0330iu02.dwg[ 2000JApr-21-2004•08•4 l W.O. No. 2352-70 1.'."I/- " 12' L=20,B9' L/2=15.74': --- - r I ~18 oo· m · L=!fo.83' L/4'=1-4.21 1J 140 RN.ISHED SURFACE OVER CE--NTERtJNEJ;...' _--,-- ' . TC = CL + 0.06' UNLESS OTHERWISE SHOWN + --------+----+----,- J 1 1------ cu" -DE -SAC PF?OFILE 1 • 2 : 12 & 1 f- i T ~ CENTERLINE DATA 0 BEARING/DELTA RAO/US LENGTH 1 N 52'00'00" W 112.15' 2 10·00·00· JOO.OD' 52.36' 3 N 42'00'00" W 1 titi.89' 4 4·45•30• .JOO.DO' 25.00' 5 30"28'.JO" .JOO.DO' 159.57' 6 N 6"45'oo· w 110.5ti' CURB DATA □ BEARING/DELTA RADIUS LENGTH 218'01 '52" 38.00' 144.60' 2 11'58'07" 100.00' 20.89' 3 N 52·00•00• W 83.5.J' 4 10·00·00· .JI 7.00' 55.3.J' 5 N 42·00 ·oo • w 1ti5.89' 6 35·15•00· .JI 7.00' 195.0.J' 7 N 6"45'oo· w 110.55' 8 N 5·45•00• W 110.55' g 19"32'78" 28.J.OO' 96.51' 10 N 42"00'00" W 128.85' 1 1 10'08'47" 28.J.OO' 50.12' 12 25'54'58" 100.00' 45.2.J' 13 N 78"0.J'45• W 56.8.J' WATER DATA BEARING/DELTA RAO/US LENGTH N 67"09'01• W 44.84' 2 N 8J"OO'oo· E 31.11' 3 N 52'00'00" W 112.15' 4 10·00·00· 311.00' 54.28' 5 N 42'00'00" W 155.89' 6 2·44•53• 311.00' 14.92' 7 32"30'07" 311.00' 176.42' 8 N 5·45•00• W 110.55' LWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH 10·00·00· 300.00' 54.43' 2 N 42'00'oo• W 155.89' 3 4'46'30" .JOO.DO' 25.00' 4 30'28'.JO" .JOO.DO' 159.57' 5 N 6'45'00" W 60.55' 6 N 6"45'00" W 50.00' STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH 1 N 42"08'1.J" E 25.6.J' 2 N 48"00'00" E 5.50' • WATERTIGHT JOINTS 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 6" TYPE G C&-G 6 • TYPE G C&-G 6" TYPE G C&-G 6" TYPE G C&-G 6 • TYPE G C&-G REMARKS 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 REMARKS 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC REMARKS 18" RCP 1350-0• 18" RCP 1350-0• --1--r -·--,. -- ; ---J.5':MIN "&- --""·====,---! --~· ~-. ·•.--;-•-.. ,_ -2¢_. -?.13 LF ~ ,i;i-;,f?~p ;;---_ -· ' acloo ,9 ~3 • --~-~-I.Ob% } .~ ,⇒ e:FS, 'r/TUCf:.=-1t;__7 Fps ~ ft j __ , ' -,,-. ,~~ ,--- l TOP OF ,140---=pc= --_+----J----t,----~~ L ---- •. GOLiJSWNEiFUJA6 . RIGHT CURf '136 -----r +- 9+00 10+00 11+00 PUBUC UTIUTY AND ACCESS EASEMENT PER FINAL MAP 20' PUBUC 7RAIL E:ASEMENT 5' 7.5' PROPSED S' WIDE PCC TRAIL___.........,., _ _,, TRAIL SECTION NTS -\-, 1 I EXISTING SEWER \ , \ PER DWG NO 397-2'--.. , \ SHEIT16 \ 20' SEWER EASEMENT PER DOC. 2004-0148558 REC. FEBRUARY 25, 2004 31 30 l I I I I I I \ «- ~ z.6 BENCH MARK z.1 ) DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. RT800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.6.J Ml. NL 'y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 NCVD 1929 33 It 12+00 13+00 EXISTING SD PER DWG NO 397-2--{/ STORM DRAIN EASEMENT--- PER FINAL MAP 1 ,; :::::::: ?.:??.;;-~ --C-c-~; ~ . -n -,... -+ + "' "' "' \XI 0 0, C "' --+ "' \.- C 26 It ' CARNELIAN CO SEE SHEET 9 -,...~-"' II C -+ ""' + + "' "' -.... :"' -)' OJ· "" "' I ,._, ~ "' "" "'"' 11 ,, _ll) C') Zl:J "' ,... '2:\ g, .... ~ c~ {.) "'.!'> iiiG 25 G:l . ::, z !<>~ II~ ~~las " "'"' QJI I I ~; '-'1' ')'')' +'I> ~i:;5i:;5 i:;5 <-<+ -o, (.J l'W) --C\j GOLDSTONE ROAD PLANNING ENGINEERING SURVEYING 36 37 "' -" ..., o' "\ "' --C -I - ~ ~ ~.., 8 <::!_I ll) z -o ~ G:l 0 ,t ~ z ..... :i:: lll II c'j ::e ll.. ~ '-. ~~ + d~ HUNSAKER & ASSOCIATES SAN DIEGO. INC. 10179 Huemekens Street San Diego, C. 921Z1 PH(8SB)558-4SOO • FX(8S8)558-1414 ., j 48.00 LF~ .. -+ I 14+00 15+00 -'\...... -PAVEMENT GcCTION TRAFFIC ASPHAt.,T LOCATION !N07f CfNC.RETI: <Tl !NC'H~SJ oOLOSTONeRD. -STA 9+00 To //+00 E.O 4 GOL..DSTtJNe RO. -$TA 1/•0tJ Ta/3+00 s.o 4- GOL..DSTONe J?O. -51;4 /31()() TO J(,,ao 5.0 4 ff I I ' -~h-~ -~~·1 " . . '·'·.• .. ·. . 6'].., "'¾,' ~ "'i ' I i·~ '•,t~ ( ~ "<:I.RI / &'t,~ ~ 14 '-5'~& ' "Q,~ ' ~ 9 ~ tJl/10/oe tel-!,'/ /4:.._ AS -6UIL. 1 07/10/08 Rt..M 13\ LWD A-S-13VIL..t +--+ i 16+00 CLA S<;. Z. AGC.REG,ATE e,AsE(!/JC.HE;!,. 7 $ & ~ • ./ 40 i H Ir co -c ~"'-~-_2~c_,"_-: .. , ---I-----=---.. · -· ,. ~--138-.. . --· .. s· swR ' 128:0ti FL 4.75 'LF~18" RCP 'O--IH-2-:Jfw------126- Q 100"' 10.2 CFS 79,--il's;-",;-VIOO,.ti.8-FPS . --=--gi, RM -9RAIN-PRORLE · ( ) IN_D/CATES $D . ELEV. · [ ] INDICATE$ ELEY-. ffl!)IJ-,REFERENCE DRAWINGS j- 0 40 80 SCALE 1 '= 40' G) -I PROFILE SCALES + HOR IZ. 7 "=40' VERT. 1 "=8' -:- 120 ADJUST EXISTING CLEANOUTS TO GRADE ENGINEER OF WORK ~-✓Y4 L R ~D L. MARTIN a~;:., DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" Q /42-/-ciA~ -- {c{_ 4[!,r;,70 EXP. 6/...JO/lO D1-1TE REVIEWED BY:,J/.,.L 10/4/o2, INS~z -------.. D#TE I SH~ET I CITY OF CARLSBAD Llrl ENGINEERING DEPARTMENT 4 IMPROVEMENT ANO UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 APPROVED ,A:,;! LLOYD 3. HUBBS dl/i"l/o4 RLJ-1 I/A ~Vl"OE:.. -ocJ..J-e..,e.. LATE-~ l"i//-llo<t JU) , ,I .I &~ ~~ ~R~ CITY ENGIN~ RCE= ~e 12Z3.1 co □ATE 0'1/19/04 f'U-1 j/\ Re/1<:e. O\...K'-\' IJAT'E.f'.. us.Tc.l".A,L. ~~--' -DWN BY, PROJECT NO. DRA\\ ING NO. DATE INITIAL DATE INITIAL DATE I 'INITIAL CHKD BY: GVP CT 02-24 4'.)6--3 REVISION DESCRIPTION RVWD BY: ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL R•\0330\& Eng\ IMproveMent s\0330io.03.ciwg[ 2000 ]Apr-21-2004,09,02 W.O. No. 2352-70 100 '?1 L l/4=11.13' I----+-------+ 16 Q BEARING/DELTA N 6'45'oo· w 2 5·00'00· 3 N 1·45'00· w 4 N r45'oo· w 5 18"54'oo· 6 N 20"39'00" W 7 N 20"39'00" W B 23·01·00· 9 28"23'46" 70 N 30"45'46" E □ BEARING/DELTA 1 N 5·45•00· w 2 5·00·00· 3 N 1"45'00" W 4 1Er54'oo· 5 N 20'39'00" W 6 11"48'39" 7 78'47'39" 8 78'47'39" 9 1711'25" 10 N 30"45'46" E 72 57·24•45• 7 3 N 20"39'00" W 7 4 6"39'24" 75 82"45'24" 7 6 85"00'00" 7 7 N 1"45'00" W 78 5·00'00· 19 N 5·45•00· w BEARING/0ELTA N 6"45'00" W 2 5·00·00· 3 N 1"45"00" W 4 N 1"45'00" W 5 18"54'oo· 6 N 24·21 'oo· E 7 N 20"39'oo• W 8 19"40'48" 9 37·43'57" 10 N 30"45'46" E Q BEARING/DELTA 1 N 5•45•00• W 2 5•00·00· 3 N 1"45'00" W 4 18"54'oo· 5 N 20"39'00" W 6 23·01 ·oo· 7 28'23'46" B N 30•45•45• E j ---1- 1 L=47.S6' t CURB RETURN RROFILEs ·@! 16 CENTERLINE DATA RADIUS LENGTH REMARKS 22.16' 500.00' 43.63' 76.90' 200.00' 65.97' 45.46' 57.11' 200.00' 80.34' 200.00' 99.12' 108.25' CURB DATA RADIUS LENGTH REMARKS 22.16' 6" TYPE G C&,G 517.00' 45.12' 6" TYPE G C&,G 77.95' 6" TYPE G C&,G 183.00' 60.37' 6 • TYPE G C&,G 102.58' 6" TYPE G CJtG 217.00' 44.73' 6 • TYPE G C&,G 30.00' 41.26' 6 • TYPE G C&,G 30.00' 41.26' 6 • TYPE G C&,G 217.00' 65.11' 6 • TYPE G C&,G 108.25' 6 • TYPE G C&,G 108.25' 6" TYPE G C.t:G 183.00' 164.21' 6" TYPE G C&,G 102.58' 6" TYPE G C&,G 217.00' 25.21' 6" TYPE G C&,G 33.00' 47.66' 6" TYPE G C&,G 30.00' 44.51' 6" TYPE G C&,G 33.83' 6" TYPE G C&,G 483.00' 42.15' 6" TYPE G C&,G 22.16' 6" TYPE G C&,G WATER DATA RADIUS LENGTH REMARKS 22.16' 8" PVC CL 150 511.00' 44.59' 8" PVC CL 150 64.89' 8" PVC CL 150 11.22' 8" PVC CL 150 200.00' 65.97' 8" PVC CL 150* 31.11' 8" PVC CL 150 78.75' 8" PVC CL 150 189.00' 64.92' 8" PVC CL 150** 189.00' 104.68' 8" PVC CL 150** 108.25' 8" PVC CL 150 * PIPE LENGTH BETWEEN COUPLINGS = 17.0' ** PIPE LENGTH BETWEEN COUPLINGS = 16.0' LWD SEWER DATA RADIUS LENGTH REMARKS 22.16' 8" PVC 500.00' 43.63' e• PVC 76.90' 8" PVC 200.00· 67.02' 8" PVC 102.58' 8" PVC 200.00· 80.34' 8" PVC 200.00· 99.12' 8" PVC 108.25' 8" PVC I:;; . "' ~ TC = CL + 0.06' UNLESS OTHERWISE SHOWN ;-- 4 •! -r -·····• • RIGHT CURB 184 · · · --+-----..; u-- 1 ___c. __ -"._ ____ _ 4-·---- i r , l t + -1 r ·---~ -. ··r ·--J:_ ~ 164-.,~----- ,. .. TOP · OF , 1-64- ~~ RIGHT CURB . • 1 -160- . ' 15+00 16+00 STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 88"15'oo· E 5.25' 18" RCP 1350-0 2 N 74•01•35• E 25.25' 18" RCP 1350-0 3 N 48"28•35• E 5.80' 18" RCP 1350-D F . •· i . ... .,:, -=.c_.:._c_c_ __ Jt =r, f 120·00'Prf:.= i169.~~90.fJO-'-----~ .. g(:klff~·m-c:GJ?lR,lU~N£. ~-,----------j--,--+---,---,-,~'<>-----,----- G 1=6..00X ·2=-1-;6(,}X . i . . } ~--l t ,-------'r-~--------'--t--"'-*~~f~----'---f -,<--+------+----~------+-------- .. t· + f l I t GOl:..DSTQNE ROAD ---t--,- L !. 7 17+00 18+00 19+00 20+00 -I t 1--+---+- l---< 21+00 22+00 1-70 . . .. . H ~--~.-":1 ~-11 i10.>,8f-.-~AG • ~ r'A VEM£Nr Sec T/ON LOCATION 1RAPFIC. INDEX {Tl) ASPHALT CONc.RcTE (INCH!:5 Ct . .AS5 2 AGGRe6Are !3ASe{I lie. ,--,J C :~:'~ •. -+ .. -~ l1;i;.i -~•-..::: ----......:- --1-68 164 __ , --~ t -,-. -., _cv1?a RETURN PPOEIL£s [J1 &r:sJ PROFILE SCALES HORI Z. : 1 "=40' VERT . : 1 "=8' GOLDSTONE RO • STA /3t00 Tr>/6•00 s .o 4 G c:::, -I 16 I GALENA A ~ ~!!;!SEE S ET ~ 8-q: ~ ~~ ;}; ~~ LIMIT LINE ANO PAVEMENT LEGEND PER CAJ..TRANS STANDARD A240, A24E BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.0. CO. CONTROL PT. R1800-288+89 EC) LOCA noN: ON EL CAMINO REAL. 2. 63 Ml. NL 'r FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVAnON: 311.41 NGVD 1929 135 GOLDSTONE ROAD I I I PlANNING ENQNEERINC SURVEYING GOLDSTON/: Ro. -srn l6•00 1t> l5t()O 50 4 8 HUNSAKER & ASSOCIATES SAN D I EGO, INC. 1017S Hue<rekens Street San [);ego, C. 92121 PH(8S8)SS8-4SOO · FX(BSS)SSS-1414 I I , s .o SUBDIVISION BOUNDARY SOG.t:E EASEMENT-z-~ 4 8 ADJUST EXISnNG CLEANOUTS TO GRADE 40 0 40 80 120 ----- SCALE I'= 40' ~£.SS/0 DL~ ~ ;§ o! NO C-48670 'il:t . 06-30-10 ENGINEER OF WORK RA:?.~~ R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ~ EXP. C,/JO HO ' . REVIEWED BY: l INSPECTOR DATE 1/2/28 DATE 10/1,/o s DAlE l---+----1----------------1------+----i---+---I I sH~ET I ,c_1_r_Y_o_F_c-'--"-'A"""R=L~s~s_A_o___, L...s_H:_~Ts~ ~ ENGINEERING DEPARTMENT l---+---1-----------------1---+---l----t---l IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 APPROVED ,co,( LLOYD 8. f.'UBBS 1-07-,-,/t-o'~--+--=R::-:L-M-:--t,,.--:A-=s::-_--=81./:-:clL.~T=-------------+----+---+---t----t cffr tJGFtJrrfcfct ~7~ 1 ~Z11,10Fo/4tATE C7 Jo/at, RL.M ;.,WO AG-BVIJ.-.T DWN BY:----PROJECT NO. I DRAWING NO. f--"-'DAc.T.=.E--1..clc.:N:c.lTI.._.A=-L+-_..D'-AT'-'E_,__..IN'-IT'-'IA_..L4 CHKD BY• GvP CT 02-24 4(6-3 CITY APPROVAL RVWO BY: .J LK DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL R•\0330\&Eng \ ]MproveMents\0330ia04.dwg[ 20D0JApr-21-2004•10•24 W.O. No .. .2352-70 0513! ---- ll1 t 0 BEARING/DELTA 7 N 30'.fc5'46" E 2 9,-35•33• 3 N 5T38'41" W 4 N 5T38'41" W 5 4°16'03• □ BEARING/DELTA 7 N 30"45'46" E 2 85°11 •54• 3 N 5T38'41" W 4 11·28'43" 5 N 69'07'24" W 6 N 58"09'21 • W 7 N 5T38'41" W 8 91·35'33• 9 N 30".fc5'46" E BEARING/DELTA 7 N 30'.fc5'46" E 2 91•35•33• 3 N 5T38'47" W 4 N 5T38'41" W 5 T07'57" Q BEARING/DELTA N 30'.fc5'46" E 2 13°59'04" 3 7T36'30" 4 N 5T38'41" W 5 N 5T38'41" W 6 T07'57" ' t -+ ------!---~ ' ---~ l r J_ __ _ 1 CENTERLINE DAT A RADIUS LENGTH REMARKS 51.19' 200.00' 319.72' 20.49' 254.42' 200.00' 14.90' CURB DATA RADIUS LENGTH REMARKS 51.19' 6" TYPE G C&G 217.00' 322.68' 6" TYPE G C&G 206.42' 6" TYPE G C&G 30.00' 6.01' 6" TYPE G C&G 25.79' 6" TYPE G Ct,,G 38.19' 6" TYPE G CbG 274.91' 6" TYPE G C&:G 183.00' 292.54' 6" TYPE G C&:G 51.19' 6" TYPE G C&:G WATER DATA RADIUS LENGTH REMARKS 51.19' 8" PVC CL 150 189.00' 302. 13' 8 • PVC CL 150•• 31.49' 8" PVC CL 150 243.42' 8" PVC CL 150 211.00' 26.27' s• PVC CL 150* • PIPE LENGTH BETWEEN COUPUNGS = 17.0' •• PIPE LENGTH BETWEEN COUPLINGS =16.0' LWD SEWER DATA RADIUS LENGTH REMARKS 51.19' 8" PVC 200.00' 48.81' 8" PVC 200.00' 270.90' 8" PVC 20.49' 8" PVC 254.42' 8" PVC 200.00' 24.90' 8" PVC STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 7 40·42•2r 210.00' 149.20' 18" RCP 1350-0 2 34·05•25• 210.00' 124.95' rs· RCP 1350-0 3 N 5T38'41" W 38.74' 18" RCP 1350-0 -------4 40 TOP OF I LEFT CURB +- i t f ' --i -----"------=----=----i--60.00' VC O · SIA 21+80:00 "> a · pv,. Ek=--i86,9fF-. • G1=6.00% G2=4.00% "> ------t ! ~-+ TOP OF j • 186-------.a- RIGHT CC(RB ,1 B2--, ! 21+00 ~ __, 22+00 '4') . J, OR/61~~ OVER CEJ(rERUNE -L------T ± ' 23+00 PAVEMENT SECTION 0 TRAFFIC ASPHALT LOCATION /A(CJc>( C0NC:ReTc {Tl) {INCHl!:6) GOlDSTONc RO-STA l'}1007tJ23+ZS 5.0 4 Gou=>srotJe ~D. -sr.4 23,25 z 2'-•8S 5 .0 4 (k){.I?STON'l= RP -Sr.:4 2{,,$10 za~,o 50 4- SCALE 1 '= 40' 4 +05.43 MH NO 5 '£'ff L~8 }!_310190) 22+28.29 CL 30 DWY CL.ASS 2 Ae6ReGAre 8ASE ONCJ.16S) 8 8 g 60 ADJUST EXISnNG CLEANOUTS TO GRADE ~=-:,,"Cc~ ;~t"<-·;;,ll/2,ef, 22+01.19 BENCH MARK DESCRIPnON: BRASS DISC IN WELL MONUMENT (S. D. CO. CONTROL PT. R1800-288+89 EC) LOCA noN: ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM lA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVAnON: 311.41 NGVD 1929 TC = CL + 0.06' UNLESS OTHERWISE SHOWN 16J.69"1.F0~JFS v1oo=B~"t'fPs ~ ' ' ; "' ~cvCD l ,___J_--1------------ =-t-- ~ II: i i "" "Nl--'..c·o,~_,_ -I ~~---i -..... -- 0t:esrDN£ ROA£)- 61 t 1 l i r--' ' 24+00 25+00 26+00 24+00.00 MOO TYPE 8-5 CO Y=4' 63 22+56.00= 60+02.00 SD CONNECT TO EXIST. MO . - PER DWG NO 397-2 81 & ~ f£i ~~>-lg <il £~ .;o;v.?-. 0 Q;)QJ~ C) = ;,O to AVENTURINE PLACE;!; j:,;,: it: SEE SHEET 6 "' "' c:: -, ~ , 0015 II T + 2 <o 134 j -----+-r----c- + --+---- - 60.00' VC O STA 27+.fc2. 19 , P'll El= 2T.Ji:2 1 '_f,J=5.00" __ G2=2.00%_ f!70% 27+00 28+00 83 ft ;(; 84 It "' >i "' ;t "' N 0, + N !'> 0 0 -.-2--16-TOP OF 2_12 L£i CURB 22.90 LF ~ 8" PVC-0 2:00% (){} ' 2 1--8---yop OF -2-t2 RiGHT CURB -+ ' 1 i + PROFILE SCALES _85 ~ - ( ) INDICATES F1EW EL'EV. [} INDICATES £1.EV. FROM REFERENCE DRAWINGS HORIZ. VERT SUBDMSION BOUNDARY ' 29+00 NOTc: DRIVEWAYS, WATF:R SERVICES, AND SEWER LATF:RALS FOR LOTS 85 t,, -~6 ,,,RE SHOWN ON DWG. 3/17-2 (CONSTRUCnON CHANGE). ENGINEER OF WORK ND L. MARTIN 48670 EXP. 6/30/04 "AS BUILT" 1 "=40' 1 "=8' DATE ,ii,,--STORM DRAJN PER DWG 397-2 GOLDSTONE ROAD 9dfag 22+23.50 N CL 30 DWY THE VORTF:CHNICS (STORM WATF:R QUA~ UNITS CONSTRUCTF:D PER DWG 397-2 ARE Q D/MAJNTAINED BY THE HOME OWNERS ASSOCIAnON (HOA PURSUANT TO ENCROACHMENT PERMrT PR04-17. HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huemekens Street ENQNEERING Sin Diego, C.. 92121 SURVEYING PH(85B)558-4500· FX(85B)558-1414 DATE R REVIEWED BY: INSPECTOR DATE ~-+---+-----------+----+--+--+----II s~ET l,c_1T_v_o_F_c~A=R=L=s_s_A_o~~ _ ENGINEERING DEPART~ENT ~ 1-----+---+-------------------+-----+---+-----+----I IMPROVEMENT AND UTILITY PLANS FOR: 07 10/01', RlM AS-13UIL-1 07. /0/06 Rl.../4 & 1.-WO AS-SVll..-1 d1/i"l/D4 ie.u--1 Z: ,ce.v1= <:0-.le.R. LA~ 01/J"l/D4 RLJ-1 \ RE.vt't£. Ou-<._. IJATE.f".-L.A.~ DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 APPROVED ~DA: LLOYD 8. 1-/UBBS d 6 F~ .,,z ~:9 ~";,/<2 '1 CITY ENGIN EER €et ~ ~xp?/;7 /05 DATE DWN BY: ___ _ CHKD BY: GVP RVWD BY: JLR PROJECT NO. CT02-24 ' ' DRAW NG NO. 406-3 R,\0330\&Eng \l~prove~ents\0330ia05.ciwg[ 2D00)Apr-21-200 4, 10,22 W.O . No . 2352-70 051 ---- 10Q7 +- 1 l--- +-t· 1 l f + 1 t- CENTERLINE DATA 0 BEARING/DELTA RADIUS LENGTH N 32'21 '20• E 190.53' 2 32'14'40" 350.00' 196.97' J N 5-4·35•00· E 98.80' CURB DATA □ BEARING/DELTA RADIUS LENGTH 1 83'36'19• 30.00' 43.78' 2 N 32'21 '20• E 145.06' 3 30'56'58" 368.00' 198.78' 4 25·57'49• 100.00' 47.06' 5 N 36'20'29• E 50.00' 6 208'15'31 • 38.00' 138.12' 7 N 54·35•00· E 98.80' 8 32'14'40" 332.00' 186.84' 9 N 32'21 '20• E 143.53' 10 90'00'01 • 30.00' 47.12' WATER DATA BEARING/DELTA RADIUS LENGTH N 32'21'20" E 201.53' 2 339.00' 190.78' J N 64'36'oo· E 113.24 LWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH 7 N 32'21 '20• E 190.53' 2 9•44'09• 350.00' 59.47' 3 22'30'31. 350.00' 137.50' 4 N 64'36'oo· E 103.80' STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH N 32'21 '20" E 46.00' ~ L=43.78' t/:.f:=to. 95'- 0] <I:: --c§-+--c--.'-',t-----~~+--- "" <::> + C) <I:: -&'.- 0) .., ..., tri~ •...;- 202 L=47. l2' L 4=11.78 tu ffQl -(b -(j ~ CURB RITURN PROFILESI &@ 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 6" TYPE G C&G 6" TYPE G C&G REMARKS 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 REMARKS 8" PVC 8" PVC 8" PVC 8" PVC REMARKS 18" RCP 1350-D -t ----t j + ' 1 ; -'- t t- TOP OF TC = CL + 0.04' UNLESS OTHERWISE SHOWN LEFT CURB. 2 ,,r.i~----c-c-,----------++· --------,--cc=,...:-=c--,,------=----+------VVloRIG/NAt GROUND' tr£·->R-CE-N!HlUN&-='=-----'-------- -1 1 ..., ~ C, . -c:, ~l"IQ>-'-+~- -1-" - 7 + =:.g,'"---==~'la ....... ~ _, 1.05,C c-+----;.-.2• AVA-- 205.46 TP 7 • . ' l. i l ----1 L=47;06' L=50.00' (lj fl -j- L= 1.18.12' t t:}'8=1= ~ -ill lr "' ftl 8 --. =-Wk QF 8-" PVC WTR CL 150 (318 Hi[f _ _L---1----------r __ , __ . ++-- LiJ 1Q--c:, al IQ " 91 IQ ~t g "' IQ -IQ ·:::l IQ. -... "; IQ ~ ~~ -t92.-U3-IE + ' 1-90 -2.00:ic HGL SJ ~cl'f--t,c;:-~•1---- -ct:~ • o; "' "' -- ~ ll.. . ------+--- 246. oa l.lf ~ · . --~ --4(HJ0-¾-1-B"-R6P O 2, 0(); Q"/00=7.V CFS, V100=7.9 FPS CD~ ' -=Ill-"" 237.30 ~ e! "' <o c;; IQ C, l " -1-" 0) "' 0) r 1 ~ L +-- r TOP OF RIGHT CURB ~04---A-VEN"ftJRINE Pl:ACE 00-I.... . : ~ ± l -• ~ --+,-+--- 9+89.00= 25+52.39 GOWSTONE RD 10+ 10.00= 25+61.64 GOWSTONE RD MOD TYPE 8-5 CO 10+00 t c, ◄ L =-j IQ~--+---+ t 11+00 ADD UMIT UNE AND PAVEMENT LEGEND PER CALTRANS STANDARD A24D, A2~ 63 . "' IQ -,_, 71+00 2 Y=4' GOIDSTONE ROAD SEE SHEET 5 BENCH MARK DESCRIPTTON: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC} LOCATTON: ON EL CAMINO REAL, 2.63 Ml. NL 'r FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATTON: 311.41 NGVD 1929 81 1 ~ C, <!) ~(tj ~ 2 -1---If s ,.., 0, " ... + -- 64 12+00 If &l :;i c;; -1--., -- ;~:.: -· -,...-· ·. ',/ ,.., ~ .., 0, Q 0, C, ~ ~~ ,.: 0, "' ..-; <ci -1--1--"' -_, --1--1- -<., -"' "' "' ---..: 0) -1--- 65 80 79 AVENTURINE PLACE 13+00 C, ~ C, -J -- If 67 -... "' <o "f.. ~ If 78 77 76 HUNSAKER & ASSOCIATES SAN OIECO, INC PU,NNINC 10179 Huemekens Street ENQNEEKING San Diego, Ca 92121 SURVEYING PH(858)553-4500 · FX(858)558-1414 • 1% 20 --+-t . "-"-I--'..+---' "' c:,~ -1-<ti.., -"'"' -"' -1- C, "' "; ~.o, ~ C, -· -gj .! gj -~ • i ~ c::, r "' "' ;. + f cuL-DE-'-SAC PRORLE m. rn &® t --------1 + ... o; -1-o; C, ,.. "IC> --206- ~-------t-1 2eB Ff1yH,T CURB -----'--- PROFILE SCALES ( ) INDICATES Fl{:t.D, ELEV. [ } !NDICATF!$ ELEV.. FF?OM REFERENCE DRAWINGS . ! HOR IZ. : VER T. : 1 "=40' 1 "=8' 14+00 15+00 16+00 PAVEM!:NT SECTION LOCATION -rcAPFIC A SPI-IA-LT CL.A SS 2 "',.,~=x AGGR.~~ArE ,,.,_.,=· COAIC~i:.TE ~= (Tl) {/NCI-IES /:!,ASe{IAt:1-/t:s) AVt:N TURINE. PL -Sl'A /0,0071:J/'9-~88 !5.o 4 s I;). 68 " '-===::::::::~:::==:::;;:::::::::===~::::;::::::==~=:::::===~=~7"'.~ 69 " 11+66.97 CDS 11+75.34 CDS CL 12 DWY 11 +87.34 CDS ~ ;;0 ~~ i, 40 0 72 73 40 80 120 iiiiiiiiiiiiiiiiiiiiiiiiiii SCALE 1 '; 40' ENGINEER OF WORK DATE "AS BUILT" ~ ~ DATE REVIEWED BY: 4/...L r':;;r) INSPECTOR .. 10/4.I(), DATE l----+----+--------------+----t--1----i----i~~C-IT_Y_EN_?_INE_~_RI_Nf_A_DE_~-~-T~_E_~_A_D~~ 07/10/oe, RLM o,/ioi/D4 0"1/19/< DATE INITIAL ENGINEER OF WOR A.S-eJU!L..1 L-WO AS-SU11--r z i".£:.v1oe ~ u:,..~ REVISION DESCRIPTION DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 APPROVED F~ LLOYD B. 11UBBS 46 -~ f-~~~ »11/(e/o'I CITY ENGINEER if<5E 23B~rC127n /()5 ,,, DATE • DWN BY: CHKD BY· G VP RVWD BY: JU;: PROJECT NO. CT02-24 R, \0330\&[ng \]r,proveroents \0330in06.clwg[ 2000]Apr-21 -2004,10,18 W.O. No. 2352-70 100 12111 -4-84- -i C0PAL PLACE -C--1:f/j--DE--SA-£ PROF/I:£--- ; __ i -- ' =441,J:l'- L/8=17."f;l 4 L=4-9.21' - L/4-=-12.30 · -1-76 "' ---2,1---'-~~-+r{-I- ~ TOP OF 1 2--2--2- LEFT CURB 2-30- I ! l 1-------------L + TIGERE'{E ELA :£ - ------ r Q BEARING/DEL TA 7 N 26"14-'21" W 2 N 15·4-5•00• W 3 4-•oo·oo· 4 N 11·4-5•00• W □ BEARING/DELTA 1 N 26"14-'21. W 2 16"34-'35" J N 4-2"4-8'57" W 4 213°09'10" 5 N 9"39'4-6" W 6 16"34-'35" 7 N 26"14-'21 • W 8 208'11 '4-6" 9 N 15'4-5'00" W 1 a 4-·oo·oo· 11 N 11'4-5'00" W 12 85"00'00" 1 J 95·00·00· 14 N 11'4-5'00" W 1 s 4-·oo·oo· 16 N 15'4-5'00" W 17 28'11 '4-6" 18 N 4-3"56'46" W BEARING/DELTA 1 N 26"14-'21" W 2 N 15·4-5•00• W J 9·00·00· 4 N 6'4-5'00" W Q BEARING/DELTA I N 26"14-'21" W 2 N 15'4-5'00" W 3 9·00·00· 4 N 5·4-5•00· w i l --e&#-[)£ -SAe T'R0FltE---:W~&-0 ____ __,•_ I - t 40 0 4 0 80 120 I TOP OF f--2--2-2-- RIG!jT cut B 218- 10+00 SUBDMS!ON BOUNDARY PER DWG NO 397-2 GOLDSTONE ROAD SHEET 21 SCALE 1•0 40' CENTERLINE DATA RADIUS LENGTH 166.85' 111.21· 200.00' 13.96' 70.70' CURB DATA RADIUS LENGTH 103.26' 100.00· 28.93' 50.00' 38.00' 141.37' 50.00' 100.00' 28.93' 99.56' 38.00' 138.08' 111.27' 218.00' 15.22' 27.72' 30.00' 4-4-.51' 30.00' 49.74' 19.32' 182.00' 12.71' 2.00' 100.00' 49.21' 50.00' WATER DATA RADIUS LENGTH 195.33' 120.27' 211.00· 33.14' 64-.00' L WD SEWER DATA RADIUS LENGTH 181.74' 106.27' 200.00' 31.4-2' 53.00' REMARKS REMARKS 6" TYPE G CdcG 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 5• TYPE G C&G 6" TYPE G C&G 6 • TYPE G CdcG 6 • TYPE G CdcG REMARKS 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 8" PVC CL 150 REMARKS 8" PVC 8" PVC 8" PVC 8" PVC 10+54-.36 PCR BEGIN SURFACE IMPROVEMENTS MATCH EXISTING PER DWG NO 397-2 ,+--- 1 ADD R1 AND DSN BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAJ.., 2.63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.4-1 NGVD 1929 EX 92 TC = CL + 0.04' UNLESS OTHERWISE SHOWN II v,- ~lc:,<.l----~-+--c _.;;g ~g~ + -+~~c-"-----,-j--:: ~ ~2-2t mroF --22d LEFT CU_'R_B~~- O~R -CENTERUNE I0.00' \IC O STA 12+4-1. 8 -PVJ a_,._ 225.02 ----"'"';G~1-=--'-c3""'.o"3:r G2--6.oo:r --+---H-Nf5HEl)-S/JRFACE OVER CENTERLINE TIGEREYE PL.AC£ 11+00 ~ 12+00 13+00 t TOP OF - TC = CL + 0.04' UNLESS OTHERWISE SHOWN --LfFT CURB tB-4-----;------t- 190-- 1 7Q-c---- 10. 00' \le 0-S'rA--W'FOO;OO PVI EL= 186;00 Gt==3c0:Jx-------G2==6.00%--. ..., "' •180 Toi o-F LEFT C~UR-8 182'58 2• AVA -+- ---RNISHEB-cSldRFA ~ OVER CENTERUNE --+----+----" ORIGINAL !1R01JND ---+---=,C(;<VEi'I----G-, ~RUN6--- ! -·-: 5P,-oo-' K:----0 SFA -----+HiJ&-24- -i , PVI EL= 177.71 ----: G-1=-6cf)(}X G2=-3£J0X -- "' __ r __ 7- ' +- ' ----TOP O'....,F---=-c-~=-"---+-+-A--I ~ ---,--~-_RIGHT CURB -1 ,a:_ ~~-,., ...... c...:!::-r=--"' '8 l ---,--- --1-'-7-0- ;--=---,r, TOP t OF ---- LJJ -:s ------1 . o.-0... + +---+17--4 R!Gff:T CU[f_B~--~ ----¼ -t L=4-4-.51 ' ' l 4-=11.13 -l!gl--<>: ·t=4-9. 74-'-+--- L 4-=12.4-4-'± ~ l['; ' i · ( } IND/CA TES flELCI ELEV. feePAL Pl::ACE [] INDICATES Ef-EY.· FROM REFERENCE DRAWINGS 10+00 11+00 12+00 PROFILE SCALES HORIZ. : 1"=40' VERT. : 1 "=8' PA VEMGN r SEC TIO.Al ------------....-.,,..--. -+ C) -fZ fZ T/GEREYE PLACE LOCATION T/GeReYE ft.c~TA . /Of-75 n, l2-r40 87 1 +06.29 cos CL 16 OWY 1 +21.31 cos -,......-1.,..0:J;-9l!f-,{!ft.!Z 9500 LUM 11+57.22 cos 11+71.95 CDS CL 16 DWY 12+59,81 ENO CAP ASSY de 2• AVA 1 +86.97 CDS 88 PLANNING ENGINEERING SURVEYING TKAFFIC /Noex (Tl) 5.o s.o A5PI-IAL T COtl/CRcTE (INCHES) 4 HUNSAKER & ASSOCIATES SA N DIEGO. I NC. 10179 Huemeken., Street Son Diego, Ca 92121 PH(858)558-4500 -FX(858)55& 1414 Cl.A9S ~ AGGREGAi"t!: E!,4Se("/IJCHES) / / SUBDMSION BOUNDARY 135 135 fZ 93 COPAL PLACE I GALENA AVE SEE SHEET 10 4 0 o 40 80 120 SCA LE 1•0 40' 9 ENGINEER OF WORK 7 .. .../ fa t(l.;L RA~ L. ~ARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 1--------+--+-------------+----t------t--------t-~ I s~ET I ~c_1_rY_o_F_c_A_R_L_s_s_A_o_ _ ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.1 1, 1.13 & 1.1 4 R• \0330\&Eng \IMproverients \0330in 07.clw g[ 2000JApr -21 -2004•10•!6 W.O. No. 2352-70 ( 101 12 : t _; tJS.os:· 't 8=ct7.26 II "1 III 0). - 1-------+,8 ~ ..., <lei -- 176- ------+--CUL-DE -SAC PR I j l CENTERLINE DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 7 N 6'41 '00" W /JI.OB' 2 10•41•00· 300.00' 55.94' 3 N 4'00'00" E 8.85' 4 aa·22·00· 50.00' 77.11' 5 N BTJB'oo· w 125.88' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 208"11 '45• JB.00' 138.08' 6 • TYPE G C&:G 2 N 6"4t'oo· w /JI.OB' 6" TYPE G C&:G 3 6"26'51" 318.00' 35.78' 6 • TYPE G C&:G 4 24·45'05• 60.00' 25.92' 6" TYPE G C&:G 5 145"18'24• 60.00' 152.16' 6 • TYPE G C&:G 6 2T57'to• 60.00' 29.27' 6 • TYPE G C&:G 7 N BT38'DO" W 48.72' 6 • TYPE G C&:G 8 N BT38'DO" W 83.59' 6" TYPE G C&:G 9 88'22'00" 32.00' 49.35' 6" TYPE G C&:G 70 N 4"00'00" E 8.85' 6" TYPE G C&:G 77 10·41 'Do" 282.00' 52.58' 6 • TYPE G C&:G 72 N 6"41'00" W 21.81' 6" TYPE G C&:G 73 28"11 '45• 1D0.00' 49.21' 6" TYPE G C&:G 74 N J4"52'46" W 50.00' 6" TYPE G C&:G WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 5·41•00· w 144.08' a• PVC CL 150 2 10·41 ·oo· 289.00' 53.89' a• PVC CL 150 3 N 4"00'00" E 46.76' a• PVC CL 150 4 N BT38'DO" W 175.11' a• PVC CL 150 LWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 7 N 5·41'00· w 136.08' 8" PVC 2 10•41 ·oo· JOO.DO' 55.94' 8" PVC 3 N 4•00'00· E 57.45' 8" PVC 4 N BT3B'oo· W 174.48' a• PVC t --i ' ' TOP OF ------+-,L_En-__5URB 176_ ' .. ' "'): I l l ----"1 --~-- ---------4: 1 l ~ ,. t 4=12.50 l 4=12;JO [JI -1.00% -F/>bf;J fP r 1 --f-74 .,.. -,- £ III !Bl & [JI j_ -----------+1~ -- ---+-- T . TOP OF -178 T o; "-'."Ir) ' ,. ,.co·· -t -~1' RIGHT CURB • .: --+-------------+---------+_,_,4_....,t_ DESCRIPnON: LOCAnON: 1 BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) ON EL CAMINO REAL, 2. 6J Ml. NL 'Y FROM lA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVAnON: J/1.41 NGVD 1929 J'.,_ '$' AC ~ •yo ~"°o X ,,. ~ ~ "°o ":-2 '(, s'l ' 10+00 11+00 "' . "' ~5' c>o ~ . .,.._ (l' -'3 \'(/ ~=~~ ~<-J 46 TC = CL + 0.04' UNLESS OTHERWISE SHOWN ,. r j -t",H· 'F-' .... 'O'P OF D/=,fl C{JRg- I •• i l i- i j ! ,-.-t f _ -; . t =/52.16 t =29.28' ! L/8=-/9.,_. --------. m-! ----• l/4=7.J2 + 6 -T --ORJG~G OUND OVER• CE. UNE ., ., 0) ~ "' r!l " -'--------t--+-78-~ 150 (31BLH~ -- ' LJ :r,...: i:.:, _.1.56,r-+ !J-----+----~';5-',;f/, .COVER . ::--H30------"--- 168,96 TP -~ J ~ -""..., ---~----+----- " j ·-+c -(Q t\j: t t I . 1 ' -'h . TfJPOF RIGHT CUR0 t -+--'--------172 : . · . µ--+-----+- 13+0 +J4.4J 62+49.47 MH NO 14 LWD NO 11-10280).,,>, ER LWD S-J ~ ""' ~- f/;>''x 14+00 40 -"' -- I -l<NU KLE PROF!l 5 &;s --+t~J5"'''-=-- _11:::, L 4=12.34 . ~~---@J l :x,g-t---= ---iz, '< .. ·c;. ~-- "'"' ---'--,--"'---1'-JI': 8 -_,. ,t. ~ --t-c172 KNUCKLE , PROFl £ 9 --+---j ___ _ ' . ( ) INOICATE_S f¥LD ELEI/. · [ } IN_DICATF:$ £l.EY. FROM RE/iERENCE DRAWINGS . . . . . ! 0 40 80 120 ................. SCALE I'= 40' - ;-----f 72-f __ _ [ " 1--- + t PROFILE S CALES HOR IZ. : 1 "=40' VERT . : 1 "=8' s1 -·.PAVEMENT SECT/ON --, i'3 ,J'- of) ,,.x O_ .... P~ ,...c:9 ~s-. .,, ;s, '---"'~ ;s, ~ ~ c>o ;s, ~ i UMIT UNE AND PAVEMENT LEGEND PER CALTRANS STANDARD A24D, A24E AZURITE PLACE JI" "' "j:. ~ ' ~ c:.. :~ -~ \ -,:) -i,; ~ -~ .. "" -i,~ ' "' c:.. ~ 0 ~ ~ ..,. "" ~ "' HUNSAKER 07/ 10/0b & ASSOCIATES 07/10/oe, 01/l"l/"'4 SAN DIEGO, INC o7/l"l/o4 DATE 'I RLNI l<L/vf ie.u--1 RLM INITIAL PLANNING 10179 Huemel<ero Soeet ENCINE!RING s.n Diego, Ca 92121 ENGINEER OF WORI SURVEYING PH(858)55&-4500· FX(858)558-1414 Tl?;'lrF/C, ASl"I./ALT CLASG :2 L0CATIO/J INDEX CONGR!:T6 AGGR.cGATe • (Tl) (INCI./ES) BASc.(/NC/.leS AZURITE ~.-SP! to+oo 7lJ !4tOO 5.0 4 8 .) ffi '4 ENGINEER OF WORK JY/.J :,I Yfa t/4~ R~~D L. MARTIN DATE R •• E. NO. 4B670 EXP. 6/30/04 "AS BUILT" ✓ /,A' V"~ -~ -1ffag ~ R~f!,~70 '-l..~o/lO Di.TE EXP. REVIEWED BY: di _,.,...._ --d. Jt>[~ka__ INSPECTOV • DtTE I SH~ET I CITY OF CARLSBAD CTr] ENGINEERING DEPARTMENT 4 IMPROVE.ME.NT AND UTILITY PL.ANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.:.4 1/4\ A~-E,c17L..T APPROVED ,=o,;t LLOYD 8. HUBBS 1/2 " LW.D AS-Bu/LT & ::.:.: "..,_;r;-.i~ ~~t.12.'i. 1/4 ., k'f Joi..l v,& -· ~ ie£_Vl-=>=. ~1!.!'c. ~ CITY ENGINEER~ ~72/37/05 / DATE /1\"'-b./l<:>e. OR.lvE:.I...JA'( <-1-.}A.Te.R-LAT~ , r DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C,VP -CT02-24 406-3 REVISION DESCRIPTION RVWD BY: ,,a OTHER APPROVAL CITY APPROVAL R, \0 3 3 0 \ & Eng\ IM prov e Men t s\ 0 3 3 0 io O 8, ci w g[ 20 0 0 l Apr-21-2004' 10' 12 W.0. No . 2352-70 05' 100 121' 1-- + 0 BEARING/DELTA 1 N 52'46'.JO" E 2 1 O".J.J'25" J .J6'26'05" 4 N 80'14'00" W □ BEARING/DELTA 100-56'12" 2 N 52'46'.JO" E J 1 O'.J.J'25 . 4 36'26'05" 5 N 80'14'00" W 6 16'34-'35" 7 N 83"11 '25" E 8 213"09'10· 9 N 63".J9'25" W 10 16'.J4-'35 • I 1 N 80'14'00" W 12 36'26'05" 13 10'33'25" 14 N 52'46'30" E 15 94'46'30" BEARING/DELTA 1 N 52'4-6'30" E 2 a·11·12· J 38'42'18" 4 N ao·14-•oo· w 0 BEARING/DELTA 1 N 52'46'.JO" E 2 10'.J.J'25" 3 .J6'26'05• 4 N ao·14-'oo· w J i ' i i --1 + +--- L/4•12.41 ' §I CURB RUUR PR0Flt-ES ITJ--& fill- ' -----y -~- CENTERLINE DATA RADIUS LENGTH 70.00' .JOO.OD' 55.28' 200.00' 127.18' 109.28' CURB DA TA RADIUS LENGTH .JO.DO' 52.85' 18.40' .JIB.OD' 58.59' 218.00' 138.63' 21.99' 100.00· 28.93' 50.00' 38.00' 141 . .37' 50.00' 100.00' 28.9.J' 21.99' 182.00' 115.73' 282.00' 51.96' 19.87' 30.00' 49.62' WATER DATA RADIUS LENGTH 80.81' 289.00' 41.80' 200.00· 1.35. 11' 1.J0.71' 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 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G REMARKS a• PVC CL 150 a• PVC CL 150 a• PVC CL 150* a• PVC CL 150 • PIPE LENGTH BETWEEN COUPLINGS -17.0' LWD SEWER DATA RADIUS LENGTH REMARKS 70.00' a• PVC .JOO.OD' 55.28' a• PVC 200.00· 127.18' a• PVC 124.28' a• PVC t 1 1.34.58 TP --= -f ' 1.00.!.__. --1 .. o 4~36~~-----qr, ; 129.51 IE 8• ~ l 4-30-j 1z1.2B ~ :.;.• 1.7' ClR l l t --t- ' j TOP OF RIGHT CURi 140-- 136- 10+00 BENCH MARK OESCRIPTTON: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. RIB00-288+89 EC) LOCATTON: ON EL CAMINO REAL, 2.6.J Ml. NL"Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 3 11.41 NGVD 1929 +- I 11+00 fl .... 0) ci -+ -~ ---"' -c:, "' c:, " ~ ci "" "' "' + -+ + C) d ---- ~ ~ + -- TC = CL + 0.04' UNLESS OTHERWISE SHOWN CARNELIAN COURT 12+00 C) "' ~ -I -- ~ §1 ...J 15 fl 16 .., - ~ " ~ J: .., "l ...J " ::i; J, ~ ~ 0, .., ~ C) ~ ~!Cl r:,c:i~!: C) ~ .., + <c c:, -~ ·-0, ~~ ~-.J~~~ -ci -C) +!l::+ + + + -L.,J--.J--...J "' lOQ.._(j_ -<., - 25 CARNELIAN COURT 17 ! I + t- J 4J i:tc -c <c -+ I I ll") :;:i ~ -' --"') 7oi .... .., "' 0, <>i ~ o:i ---0, .., --.., - ---152- TOP OF _4-52 RIGHT CURB~ ' I C[f[-tDE -SAC-PROFILE s 7 t }--- + ! ---r ' +-------+---' h-=---"--t - l i t f L t r ( ) INDICATE$ FIELD ELEV. ---n INDICATE;J;i Ell. FROM REFERENCE DRAWINGS PROFILE S CALE S HORIZ. VERT 1 "=40' 1"=8' 13+00 14+00 PLANNING ENGINEEKING SURVEYING PAVEM£NT SECTION LOC.t/T/ON CARNELIAN CT-Sr-4 /OHXJ 7l> l3+4-0 T.RAFF/C /NPe>< (11) s,o ASF'IIALT CONCRETE (INCHeS) 4 CLASS 2 A66RcbAre !3A GE (INCIIESJ 7 ~::=::;;;:::::::===::::=::::::::::===:==:'.:==::::===:'.==:::::::::::::'.::;::;:::::::==::::...,~ 18 19 20 40 0 40 8 0 120 ••••••••• SCALE 1 '= 40' 2 1 ENG INEER OF WORK RA ND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "' (") -8 -"' ..... -+ + C) C, -"' -,. "' !'> -~ <::, .... -~"' + ~ "' ~ -fl 22 9/ddo DAE 23 REVIEWED BY:~/! c ,·~ ~ to/4/4 , INSPECTOR77 ,. DA ff ... ---t r-----i---,------------,-,-.--~-r::I ==="=1....=-=-----==---==---=---==-==--=-====-::-::rHEETS]4 1----+--+---------------i----i-----t-----t-~ CI TY ENc8~RINf !~~~~AD ~ IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.1~- HUNSAKER APPROVED .,C,,f LLOYD B. H JBBS & ASSOCIATES d &' ., .:.e-L?. ~~ .:5' /",ID 'i S AN DIEGO,. INC 10179 Huemekens Street San Diego, Ca 92121 PH(858)558-4500 · FX(8S8)SS8-1-41-4 l-o-7-s/'10-fc-os-+-cte-cl.-M--;-l-'4--,.;;--A-,--8=---ce,u::---c,-L,-,=---------------t-------1---;-----i---, ~C:-_1ITY1__T_~Ecr:<.N~G~IN!_:E!':'ER~Ui'.":':'.C=E-=21====='R~~i=-'===-------=E~X=:cl:=Z:tc/c:3:c':7,tc./.:'.0.:'.5_ ? __ ....':D'-"A-"TEc_J 07//o of, R.ll-1 .3 LWP ,4S·e,.//J..--T' DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE IN ITIAL CITY APPROVAL OWN BY: ----=:-- CHKD BY: GVP RVWD BY: Jl..fi R,\0330\&Eng\lMpr-oveMents \0330i~09.dwg[ 2000JApr--21-2004,10 08 PROJECT NO. CT02-24 DRAWlf G ND. 406-3 W.O. No . 2352-70 1Z1 I . I l + s ----, + ; 1----------------1 ~-- j ~----------'-----=+--=---- t CENTERLINE DATA Q BEARING/DELTA RADIUS LENGTH REMARKS 1 N 83"15'oo· E 220.62' 2 N 83"15'00• E 57.81' 3 45"13'11 • 600.00' 473.54' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 83"15'00• E 119.47' 5• TYPE G C&G 2 N 83"15'oo· E 13.74' 5• TYPE G C&G 3 42"06'05• 617.00' 453.38' 5• TYPE G C&G 4 18"57'45. 13.00' 24.16' 5• TYPE G C&G 5 22"04'51 • 50.00' 19.27' 5• TYPE G C&G 6 N 51"31 '49• W 11.30' 5• TYPE G C&G 7 N 51'31 '49• W 11.96' 5• TYPE G C&G 8 23'38'43• 50.00' 20.63' 5• TYPE G C&G 9 23·11•19• 13.00' 36.04' 5• TYPE G C&G 10 40·34•35• 583.00' 412.88' 5• TYPE G C&G 11 N 83"15'oo· E 235.36' 5• TYPE G C&G WATER DATA BEARING/DEL TA RADIUS LENGTH REMARKS 1 N 83"15'oo· E 238.23' 8• PVC CL 150 2 N 83"15'oo• E 52.21' 8" PVC CL 150 3 38'14'32• 589.00' 393.13' 8" PVC CL 150 4 15·12•25• 200.00' 53. 08' 8" PVC CL 150• 5 8"13'47' 200.00' 28.73' 8" PVC CL 150* • PIPE LENGTH BETWEEN COUPLINGS = 17.0' LWD SEWER DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 83"15'00" E 215.22' 8" PVC 2 N 83"15'00" E 63.21' 8" PVC 3 20•29•39• 600.00' 214.62' 8" PVC 4 24'43'32" 600.00' 258.93' 8" PVC 5 N 51'31 '49" W 16.07' 8" PVC + 170 164.69 TP 1 ~ .28%. - 35'"'J.{/N m_Vtf< -· - 160,69 IE - 3.0 CLR 24-" RC,0 l'Yf'U:-C+s"~'!'_'iSfj----J-"+c-- ,_ ~ Cl; 1-74--TOP OF ' -0c---- RlGHTCUR,B 1--6?- l 10+00 11+00 12+00 98 12 13 ff. BENCH MARK DESCRIPTTON: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATTON: ON EL CAMINO REAL, 2.63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATTON: 311.41 NGVD 1929 ' -+ ~ l 13+00 .... 9 11 TC = CL + 0.06' UNLESS OTHERWISE SHOWN 80,001 VC: 0 STA 14-+2/J.00 · ·FM E-L--=---'1-87; 1 G-1=5,25X G2=•1:'00X -t:> 9_% 14+00 SUBDMSION BOUNDARY ............ r L ]. --i . "> ORfSINN<lRO!JN 1 OVER CENTERMNE -- -l 15+00 16+00 I --,- . -, ---'t~---:-!-1;;,!ti----- "-0, _,.._ 1.25" . --' . "" . <ci . ,... i.o . _ -1, ci.. . r,..., O)· •• -' -o,ae --------- t 1193 iroP OF . --• . -iRIGHT CURB t + I I ~· ~~ --------+--f ~ ~~ --+----r - 1 i t j· +~ -, PROFILE SCALES f t ( ) IN()l_t;/',TEf f1£l0 El:EV. f -~[ } /N_Qlr;ATE$ Ej-EV. FROM REFERENCE DRAWINGS t HOR IZ. : VERT. : 1 "=40' 1 "=8' 17+00 18+00 "AVEMEN'T S£C.T!ON TRAFrlC ASPI-IAL1 Cl.,.d 5S Z LOCATION INDE X COAICReTE AGGReG/4TE: (Tl) (INCI-IE S) 8,A SE. (I i'C i--ll:S. GA LEA./4 ,4~. -GTA !t:NoO 70 lo+SO 5.0 4 5 GALl:f/1/A A\12:. GTA-1.3•50 ro 17+00 5.0 4 7 ~ ............ 7 ff. GALENA AVE ff. 6 PLANNING ENGINEERING SURVEYING 4 HUNSAKER & ASSOCIATES SAN DIEGO., INC 10179 Huemekens Street San [);ego, Ca 9ZIZ1 PH(8S8)SS8-4SOO· FX(858)558-1414 .3 ADD R 1 AND DSN SIGN 40 0 40 80 120 ----- SCALE I'= 40' ENGINEER OF WORK ~ry{K7/:L,,c RAYNO L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ~ J/4/4G DATE REVIEWED BY:4/.1,.. ~~'-IN;::;,, DAT""E'-----1 1----+------+-------------+----t--t------i-------i~~C-IT_Y_EN_?_INE_~_RI_N~_A_DE_~-~-T~_E_~_A_D~~ IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 07//0/os RL.M '4-AS-1"'-./IL,-T APPROVED .r-a,,!LLOYD B. HUBBS 01/10/oe, Rl.M 8 L..wt) AS-B\Jit..--f ds:ef -..;rd_ ~~ s/~I,::, 'z' tifl~A~/~04-l1r<-u--1t~:t£iee;tv~1~=-~~~~~~l~A'~cr!~~~=======n~~d~~=l~~~~~~ ~,C::IT=-Y=-=-E'!N_G'=_l":<.N_"-E_E~R~_-"arr_ ... _~~=---E=,"'2'!3~8-~':':_~_=_=-_-_-_--"'"E_~~x_"=_='=1!2~z-:±3~1---,,,__1oc;,!.?~==--===D~A_T=E~ 01/1"1 /o4 fi'!!..M I iee,.,,-=ie. oie..iv~Y + ~ LA~ OWN BY:--~-PROJ ECT NO. DRAW NG NO. DATE INITIAL DATE INITIAL CHKD BY: Gv P CT 02-24 406-3 CITY APPROVAL RVW□ BY: JU<: DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL R,\0330\&Eng \IMpro·, CME'n ts\0330io10.ciwg[ 2000]Apr-28-2004,18•33 W.0. No . 2352-70 O' 10 12 --+ ~-20-2- f90-- ' 8 " l?Cl. WT.R J97-:60fP~ ,8 SWR -+ -----~ ' t- HGL JOINTS II -.J -2D2 -1-90- STORM DRAIN PROF/ ,E CD CENTERLINE DA TA Q BEARING/DELTA RADIUS LENGTH I N 51"31 '49• W 4. 10' 2 4'42'11 • 300.00' 24.63' 3 N 56'14'00" W 3.45' 4 N 56"t4'oo· w 311.40' 5 N 56°14'00" W 201.01· CURB DATA □ BEARING/DELTA RADIUS LENGTH N 51'31 '49• W 4.87' 2 11•32•30• 50.00' 10.07' 3 N 39'59'19• W 35.24' 4 16"14'4t· 70.00' 19.85' 5 N 56"14'00• W 398.30' 6 15•14•33• 100.00· 26.60' 7 N 71'28'33• W 61.41' 8 210•29•01· 38.00' 139.60' 9 N 40'59'27" W 61.41' 10 15•14•33• 100.00· 26.60' 11 N 56"14'oo· W 57.47' 12 N 55•14•00· w 215.40' 13 N 51"31 '49• W 8.50' WATER DA TA BEARING/DEL TA RADIUS LENGTH N 56"14'00" W 203.01' L WD SEWER DA TA Q BEARING/DELTA RADIUS LENGTH N 56'14'00" W 202.01' STORM DRAIN DA TA 0 BEARING/DELTA RADIUS LENGTH I N 3.J"46'oo· E 25.25' 2 N 56'14'00" W 209.38' 3 90·00·00· 22.50•• 35.34' 4 N 3.J"46'oo· E 11.49• • S££ PROFILE: FOR LOCAnON OF WATE:RnGHT JOINTS 4' LENGTHS 8£1/cLE:D BOTH £NOS CL INT 18+84.07= 18+63.03 GALENA Alie REMARKS REMARKS 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 5• TYPE: G C&:G 6" TYPE: G C&:G 6" TYPE: G C&:G 6" TYPE: G C&:G 6" TYPE: G C&:G REMARKS 8" PVC CL 150 REMARKS a• PVC REMARKS ta· RCP 1350-o•• 18" RCP 1350-D .. 18" RCP 1350-D 18" RCP 1350-D t- 1 i T ---'- 1 ' TOP OF LEFT CURB 198- .00' VC 0---STA 20+63.37 _ PV1 E:L= 195.19 -"-y-------G-1=3,40% G2=6,00% 190- --+--+ TOP OF RIGHT CURB 198- 1-94- el ftl 20+00 21+00 BENCH MARK DE:SCRtPnON: BRASS DISC IN WE:LL 1./0NU!.IENT (S.D. CO. CONTROL PT. RtB00-288+89 E:C) LOCAnON: ON £L CAI.I/NO REAL, 2. 63 1.11. NL Y FROM LA COSTA A \lcNUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 3 11.41 NGVD 1929 80.00' \IC O STA :z-t +54. 75j = ~ i ~ . [ t TC = CL + 0.06' UNLESS OTHERWISE SHOWN 80.00' \IC O STA 23+2S;.OO i PV1 £L= -2--1-7. 00------ .,,_ __ __, Gl;!J.00% 1l2=6.00% I 1 f ORIGJNAl, GROUND "' ~,..,: 1----'>L-- fc j -" 24+00 LOCATION TRAFFIC /NDE:X (Tl) ASPHALT COA/Cli?ETE (INCl-lt;S) CLAS$ 2 AG6Kc&ATE. BASE{INCI-IES GAU;f.lA AVe.-SrA. '2(}+6:!, 7tJ 22.-,.00 S.O 4 /2 5.0 4 + i-- ~ 2 3 0-ruP-OT --+-----F.' . .. ~~. LEFT CUR - -226 a, "' . O\!f7i' C£NT£RUN£ 25+00 26+00 ------4 ---t "' ' 1 -I l L =S-1-.-40-' t L '4=1-5.35; lil + i , CUL-DE-SAC PROF/DE m . 0 • 0 . m & [@] ----t f . J-= ' -, ( ) IND/CA TE:$ FIELD _ E:LE.v. , ------'.["']~INDICATE:$ 4Ell. FROM R£FER£NC£ DRAWINGS 27+00 L=26.60' '8aaJJ_3()_'_--C_ l@ -2-2 PROFI LE SCALES HORIZ . : 1 "=40' VERT : 1 "=8' 7 ~==::::::======::::=::::::::::::=:::::~=::::::=========::::::~======~!,?--------EXISTING STORM DRAIN -PE:R DWG NO 397-2 5.0 4 ffi GALENA AVE PLANNING ENGINEERING SURVEYlNG HUNSAKER & ASSOCIATES S AN DIEGO. I NC. 10179 Huemeken, Street San Diego, Ca 92121 PH(858)5511-4500 · FX(858)558-1414 100 ~ _,,.--;::;--15' STORM DRAIN £AS£1.1£NT PE:R FINAL MAP 52+59.71 SD TYPE: F CATCH BASIN .... ., ""' 0 .s-,..,:o.._,,. c£i, 'h ~il' i., 99 98 0 4_0 ___ __:80 SCALE 1'= 4 0' ADJUST EXtSnNG CLEANOUTS TO GRAD£ ENGINEER OF WORK 120 .~-f::::2. .. L jfek "" R.C.E. NO. 48670 EXP. 6/.30/04 "AS BUILT" ~ 9;{/4 DAE R REVIEWED BY: 'I. C".~ A~L INSPECT;;yz 1------+------+--------+-----+-------+------------j---CTI] _c_lT_Y_E_NG_~_f_ER_IN_f~~-=--E~-"A~'-T~_E_~_A_D~ m 1----+---1------------------1----+---r----t----l /MPROVEMENT AND UTILITY PLA NS FOR: LA COSTA GREENS NEIGHBORHOOD 1.11 , 1.13 & 1.1<- APPROVED /'0,f LLOYD B. H'.JBBS ~ .4. ~ . -~ .s / ,t',./4 y l-o-z~,o-/.~o-B-+-R-L_M_-1--,,i:~A-s---e,-u_1_i_;_'f ____________ +----+---+---+-----1 CITYENGINEER &> 3BB §T1"xi> TI,731 /057 7 DATE p.:.::..!.::"'-.f--'--':..C:.C----¥:P,..:.:..C:....:::..::.::::::_,__~_~ _______ --l----11----+--+-----1 07/10/08 R.L/vf a L-WO AS -BLIIL1 DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION DWN BY:____ PROJECT NO. r;~G NO ~'-DAc.cT.=.E__,_l...cNcclTl...cA=-.L +--'-D_AT_E~-=-IN_IT_IA_L--1 1c •~H!!'KD:'....".BY!._:::"cGa.c'-1Ve.,f'~~~~:.J , ___ C_T_0_2_-_2_4 __ ~ 5-3 . OTHER APPROVAL CITY APPROVAL J!VWD BY: J l.R _ R, \ 0 3 3 O \&Eng\ !rip rover, en ts\ 0 3 3 Oiu 11. d w g[ 2000 JA pr -22-2 DO 4, 08, 14 W.O. No. ,352-70 t ± TC = CL + 0.04' UNLESS OTHERWISE SHO WN - i I . L=138.08' L=50.00' L,;49;21' I ---f ---. l --+----~-- i 2 . I I ~ CUL-:DE-<SAC PROFIL M DRAIN PROFILE CD CD&CD CENTERLINE DATA Q BEARING/DELTA RADIUS LENGTH REMARKS 7 N 15·11 •oo•E 110.16' 2 18•35 •00· 400.00' 129.74' 3 N 3J"46'oo· E 322.14' CURB DATA □ BEARING/DELTA RADIUS REMARKS 1 208·11 •45• 38.00' 138.08' 5• TYPE G C&G 2 N 15'11'00• E 110.16' 5• TYPE G C&G 3 1a-35'00· 418.00' 135.57' 5• TYPE G C&G 4 N 3J"46'oo• E 269.61' 5• TYPE G C&G 5 85"17'49• 30.00' 44.66' 5• TYPE G C&G 6 90·00·00· 30.00' 47.12' 5• TYPE G C&G 1 N 3J"46'oo· E 275.14' 5• TYPE G C&G a 1a-35•00· 382.00' 123.90' 5• TYPE G C&G 9 N 15"11'0o•E 0.89' 5• TYPE G C&G 70 2a-11•45• 100.00· 49.21' 5• TYPE G C&G 7 7 N 13"00'46• W 50.00' 5• TYPE G C&G STORM DRAIN DATA C) BEARING/DELTA LENGTH REMARKS 7 N 04"15'10• E 25.26' 18• RCP 1350-0 2 N 35•44'50• E 19.68' 18• RCP 1350-0 3 5·45•1r 200.00· 20.09' 18• RCP 1350-0 4 N 79·59'34• F 103.88' 18. RCP 1350-0 I -------,-- --,-f-90-. TOP ·OF ---~-- 9lr.OO' VC O STA · 14+65.00 -~-~ !_ --flNISHElTS/JRFACr G1=6 .. -oo-• _ G2=.· U)T%',; OVER CENTERUNE ~ 120.00' VG O STA 13+50.00c+--1---- GJl'Jl,,l_GRf]JJl,/J)_ PY1:: Ff =-19.0.1.0 -1---+--'_o>;!\ifi~R--{;ENTERUNE""";;--,=-==;c===,G"'1"'==-1'".a.;0,"'~,;-==;G~'2=~-"'5!c,_oo"""i;-;===i-,,-, ···-- ---~ --+ TOP OF I --~ _ 196 Ltf I CUR_B-+-! ~ ---~t--.---- ,a --FY,z,;,---1~-- ---~-- I +-- LEFT CURB 1 ---,_- T40.00'~Vf_, ':.,•O STA• 11+.,0.,00 -R, : -· fVHt::c=-1-a18.£J£J--'--'-t----t-----~..,-------1r---t--1 . G1=2.00% G2=1.00% --b=-i7.1-z-!------ C 4=11:78'. .• 1 -----::...... ...,,.,.-t ---c-----.-c.------,t.:--C?""~-----i-' ---:-----,-c------~-=-~-~ 6 le 10' PUBUC TRAIL EIISDIENT 5' If 5' LOCAr!ON T/f!APFIC, A SP HAL I CLASS ,Z I.NDe >< CO/\/CRere AG&R&6.4ne (rt) { 1Ne,1-1es f3Ast:(1A1C1-1 AMMON/ilii ft..-$1,1, /O+t:JOWl3r00 S.o 4 7 PROPSW 10' WIOE PCC TRAIL TRAIL SECTION NTS PUBUC UTILITY EXISTING STORM DRAIN AND ACCESS PER DWG NO 397-2 ~ f::SEMENT ~R FINAL MAP £>(!STING SEWER PER DWG NO 397-2-----~- SHEET 18 ~ \ ' 20' LWD SEWER EASEi.iE. ~ PER DOC. 2004-0148558 REC. FEBRUARY 25, 2004 EXISTING 8. WATER--;:--------.._ , PER DWG NO 397-2 -------,___.,.,. 20+69.71 CDS= 30+29.26 S TYPE B INLll 30+00.00 SD CONNECT TO EXIST CO PER DWG NO 397-2 30+21.68 SD BC 30+41.77 SD EC «- 10' PUBLIC TRAIL PER DETAIL, THIS SHEET BENCH MARK DESCRIPTION: BRASS DISC IN WELL MONUMENT (S. 0. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON El CAMINO REAL. 2. 63 I.II. NL 'r FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA E~EVATION: 311.41 NGVD 1929 10' PUBLIC TRAIL EASEMENT PER FINAL MAP 31+47. 15 SD TYPE F CATCH BASIN OPEN 1 SIDE (EAST) 12+00 It 3 12+00 124 I, ' -r's _,: ... ~-·,;.,;. ,..,_._...,,_. -----~-.. ---~-- --~·;. -\,_§,I ff. 115 «- 13+00 •s ·S . 14+00 127 ff. g ..: --\-,.. 128 t +---- ~ ,s:c -204 ~s: __:,f r ---------7 -f PROFILE SCALES -----------11 -----, () lf,(ot_q,Tf:S ~UJ. ELEV. cc=' ==~===--ti --_~[ J /N_()/C/lTES f+EY. FROM REFERENCE DRAWINGS HORIZ . : VERT. 1 "=40' 1 "=8' ' 15+00 16+00 129 GALENA AVE SEE DWG NO 397-2 j ' i t : :1 j i 'i 1 ! I I , i' u Ii r I ! j j ii! I! ·½+·-.. --'/ i I I ~ -•©•'. i l' GALENA AVE SEE SHEET 11 CL INT 15+62.04= 20+95.54 GALENA AVE 0 40 80 120 SCALE I "c 40' ENGINEER OF WORK RA ONO L. hAARTIN DATE Ff 114 ff. 113 Ff 112 111 SEWER & WATER LATERALS PER DWG NO 397-2, SHEET 18 R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" AMMON/TE PLACE HUNSAKER & ASSOCIATES ~AN D I EGO. IN C Pu\NNING 10179 Huemekens Street ENGINEERING San Diego, Ca 92121 SURVEYlNC PH(BSB)S.511-4500· FX(B58)5SB-1414 07/10 0$ RLM AS-8Ult..1 ~-d-" 'bk RCE '4~70 EXP. 6/30(/o ?{os DATE ' REVIEWED BY: Aris ~-7 .t. INSPECTOR ,? ~ IMPROVEMENT ANO UTILITY PLANS FOR: ~b_ DATE LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.1 4 APPROVED LLOYD B. HUBBS 07/10 -oe, Ru,,f L.,WD AS-t!,JIJ....r CITY ENGINEER rO~'lt/~1.,,~f~o~4~~~:i:::~I ~f"e1/~~l~t1o~RIVE..~~,..J,~=~,(i::::========t ==~====lta~~4~~ EX ~/,:, 'I 05 / DATE DATE INITIAL ENGINEER OF WOR REVISION DESCR IPTION DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL OWN BY: ___ _ CHKD BY: ~~~ RVWD BY: J LR PROJECT NO. CT02-24 R \0330\&Eng \ [~prove~en t s \D330iul 2.ci wg[ 2000JApr-28 -2004•18•44 DRAW NG NO. 406-3 W.O. No. 2352-70 051 1Z ' '- +- 0 2 J □ 1 2 J 4 5 6 7 8 9 10 11 I ··'- /8=4-7'-26' -L=50.00' L=49,r21-.- -~4=f-2'Ml'- I ~ --------;-l ,_ + FOP OF -~28~ ---,,:::----,--_--LEFT CURB 224 __ . OJ "' c:, . !O L -+- BEARING/DEL TA N 23"20'00" E 10·25•00· N 3:,45•00· E BEARING/DEL TA 208'11 '46" N 23"20'00" E 10"26'00" N 33'46'00" E 90·00·00· 90·00·00· N 33'46'00" E 10'26'00" N 23"20'00" E 28"11 '45• N 4"51'46" W 1 I· CUL-:-DE-SAC PROFILE OJ J@&[l) i------------,- CENTERLINE DATA RADIUS LENGTH 125.75' 450.00' 81.94' 74.28' CURB DATA RADIUS LENGTH 38.00' 138.08' 125.74' 468.00' 85.22' 27.28' 30.00' 47.12' 30.00' 47.12' 27.28' 432.00' 78.67' 16.47' 100.00' 49.21' 50.00' 10' PUBUC TRAIL f.ASEJ./ENT 5' f 5' REMARKS REMARKS 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G 6" TYPE G C&t:G PROPSED 10' WIDE PCC TRAIL TRAIL SECTION NTS '"' "-. .,, " t . ..; '"' "' -+----,2-2-2 -- DESCRIPTION: LOCATION: -' 2-1-0-- f_ J L ' EXISTING 20' CMWD EASEMENT PER DOC Zoo4-~l'!J DATFSf,2,7,Zo4: PR04-14 ,..,,,.-- EXIST 8' WATER 'E PER DWG NO 397-,,,---,..__ 10' PUBLJC TRAIL PER DETAIL, THIS SHEET BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) ON EL CAMINO REAL, 2. 63 Ml. NL 'r FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA El.El/AT/ON: 311.41 NGVD 1929 -l -2.01)% 10+00 z \ 1}<!\C~SD--0-, / / .,.,-- 0 + 0) ~ "' U) ' + t TC = CL + 0.04' UNLESS OTHERWISE SHOWN tXBJIE 11+00 12+00 109 ff. 110 08 II'. -+ + ""' a, !'- "' '><"1 U) ~f;J "' -°" .. Cll Vl ..... '-110 p ..... \R c::,~ -'I: + .,-C)c;') -°' 5 " + 1/) 01 .. ~ c::, r-:z. . + "' ~Q O:::. -\---_. \1' t3~ 0) O' --., ~"' ~ t .. "' ' a, --., I (") "' "' "' -c-,-r -"' -+ -\-+ -t "' 0 0, ;-4 "' \g ;.., ~~ --., "8 '&\ u ---\-Th "' "' "' ff. 102 It ,oJ 8/XBITE PLACE 2.00 ei 0.. <o .,, "' .., -\-"' - ei 0.. '<) 0, 1 "' - 101 ei o..~ ... "( 0, o:i~ "'tu -\-.J ~~ ' + ---+- }-- ,. t +-= TRAP/CIC. LOCATION /NOe;x (Tl) 81Xl!!>trE Pl.. -GT,4 ./0,00 J1J 1'2 ,..o s.o SEE SHEET 11 t ! 1 220 ~j iL=-47.12' ~1 .78 - -ill{ ~ f -7. 2' I , • ~ ..... "- Li.J u._ r--CURBQ---JR<;>CjEfi~Uf-'-'R""Nf-'J.'P~OFltES--fffJ& ~ ·t -----. . . =~-----' ~-+=+ t -+'----() INDICATES FIEt.D-£-UY. __ t + t ---t j : PROFILE SCALES -----H HORIZ. : 1 "=40' [] INDIC/,TES Ef,EV, FROM-:--REFERF;NCE D(?AWINGS + VERT. : 1 "=8' ASPH,4L.T CL.ASS 2 C.ONCRere AGGReGATE ( INCl-/e5) e.A8e(1NCI-IES) 4 1 fil GALENA AVE I ' CL INT 12+81.96= 24+06.94 GALENA AVE ""~ o• LWD SEWER fASEl,(ENT PER DOC 2004-0148558 _ REC. FEBRUARY 25, 2004 40 0 40 80 ----- SCALE 1 •~ 40' R WJN &t: LA 7FRALS WA7FR &t: SEWEi PER DWG NO 397-2, SHEET 10 HUNSAKER & ASSOCIATES SAN DIEGO, INC 07/10/08 F.L.f.1 ,2' As-al/GT 07/10/0B RL.14 It\ L..W'D ,4S-B<//L..1 a1/1<t/04 l"-Ll--1 'I\ R.£,v1,:,e. Oi'!JVE:.1-..JA--( PLANNING 10179 Huemekens Street DATE INITIAL DATE INITIAL ENQNEERING S.O Diego, u 92111 ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL SURVIVING i'H(858)556-ISOO· FX(858)558-1414 120 o'--'g/"/ C DATE ~ITIAL CITY APPROVAL ENGINEER OF WORK / r/~ Y/Jz fey /. ~ .,.., :h~OND L. MARTIN ' <i.c.E. NO. 48670 EXP. 6/30/04 DATE -"AS BUILT" / /Y/1 +-.. ?/rr(os {(; 4e,,;,zo c./._30(_10 DA'"E EXP. ' ' R~A ~1~8 INSPECTOR/ ~ DATE ~ CITY OF CARLSBAD ['H:~TS I 3 ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 APPROVED • ~,;f. LLOYD 8. HUBBS /46 re~/,C ~~..,•·~ v'~/,a'/ CITY ENGINEER ~CE 2 38~ EX-l 2,Z:l l t05 DATE DWN BY: PROJECT NO. ~~ CHKD BY: G,\/P CT02-24 16-3 , IL~ RVWD BY: R,\0330\&Eng \IMproveMents\0330iol 3.ciwg[ 2 000]Apr-21-2004,09,35 W.0. No . .?352-70 os 1: 10 1'211 SEWER LATERAL TABLE STREET STREET LATERAL DEPTH LENGTH DROP LAT. STATION INVERT STATION ELEV. BEWW OF TO SWPE LOT NO. OF AT MAIN OF AT PL LATERAL MAIN % LATERAL LATERAL PL F'S TO IE AT MAIN IE AT PL IE (1) (4) (2) 1 17+63.95 182.82 17+63.95 184.99 5.86 39.00 1.39 2.00% 2 17.;.<r~, "R1 OS:: .,,.,..,,,7 " .... ~ _71 r --7n -. -, 2.32% . ·-· -.. ---· . .......- i 3 J'-+M.S7 1e.1.= IC...+1!>4.S7 11>4.~ 5.86 30.00 l..40 } 2.00% . ----. . 2.00% :z; ' ' •, o.L. ,_, ' . -·-. . ·--vo . -· 5 15+36.09 178.26 15+36.09 182.78 5.86 30.00 3.92 2.00% 6 14+74.72 176.48 14+74.72 182. 17 5.86 30.00 5.09 2.00% 7 14+13.13 174.10 14+ 13.13 180.97 5.86 30.00 6.27 2.00% 8 13+48.59 171.60 13+48.59 177.87 5.86 30.00 5.67 2.00% 9 12+80.35 168.97 12+80.35 174.23 5.86 30.00 4.66 2.00% 10 12+20.34 166.65 12+20.24 171. 13 5.86 30.00 3.88 2.00% 11 11+75.46 165.39 11+75.46 168.78 5.86 30.00 2.79 2.00% 12 11+21.66 163.87 11+21.66 166.14 5.86 30.00 1.67 2.00% 13 10+67.66 162.35 10+67.66 164.15 5.86 30.00 1.20 2.00% 14 10+72.02 132.57 10+72.02 134.74 5.86 28.00 1.61 2.00% 15 11+20.09 134.66 11+20.09 137.57 5.86 28.00 2.35 2.00% 16 11+70.97 137.86 11+70.97 141.20 5.86 28.00 2.81 2.00% 17 12+ 18.08 140.87 12+18.08 144.55 5.86 28.00 3.12 2.00% 18 12+74.76 144.54 10+00.35 CDS 148.58 5.86 28.00 3.48 2.00% 19 13+ 19.25 147.41 10+48.88 CDS 151.01 5.86 37.43 2.85 2.00% 20 13+60.24 150.06 11+ 13.02 CDS 153.80 5.86 49.49 2.75 2.00% 21 13+68.24 150.58 11 + 20. 94 CDS 153.99 5.86 44.27 2.52 2.00% 22 13+65.24 150.38 11+71.96 CDS 154. 10 5.86 46.43 2.79 2.00% 23 13+62.24 150.19 11+79.82 CDS 153.96 5.86 48.54 2.80 2.00% 24 12+37.31 142.12 12+37.31 145.92 5.86 28.00 3.24 2.00% 25 11+87;98 127.90 11+87.98 130.67 5.86 30.00 2.17 2.00% 26 11+35.59 127.08 11+35.59 131.46 5.86 30.00 3.78 2.00% ..,~ -.J. /1,1., -~ ---~1!:tf(J--., 'y!.00% ~ ' '.oc;,. IV I --· -.... ............ ( 32 Jo+9l..C.~ IU..41 10+9.2..<-~ l~l..:215 5.86 30.00 S.Z.4 2.00% 33 Jl+ZO.se, 1:1'.L,.e,S 11+zo.se, 1~1--4'l 5.86 30.00 4.04 "R.oo,: 34 11+83.98 127.84 11+83.98 130.68 5.86 30.00 2.24 ' 2.00 35 12+42.28 128.75 12+42.28 131.58 5.86 30.00 2.23 J2.00% ) l..~ 36 1e.+1:2...-::x. Je.Z..41 I?>+ 1:2..?><. 135.:2.4 5.86 30.00 2.00% 37 13+25.09 133.61 12+25.09 136.13 5.86 30.07 1.92 2.00% 38 13+70.71 137.93 13+70.71 139.73 5.86 30.00 1.20 < 2.00% 39 14+24.26 143.01 14+24.26 145.00 5.86 30.00 1.39 12.00% 40 14+82.36 148.52 14+82.36 150.68 5.86 30.00 1.56 < 2.00% 41 15+38.47 152.19 15+38.47 154.88 5.86 30.00 2.09 l.?.00% 42 II +e,1.oe> lv7.e,<,, 11+e.1.oe, 1'10.0'7 5.86 28.00 1-C.S < 2.00% 43 11+06.09 168.70 22+33. 76 CDS 170.91 5.86 28.06 1.65 '2.00% 44 10+56.79 169.20 21+76.78 CDS 171.62 5.86 44.02 1.54 '2.00% 45 10+~2..¾ -J<,9.4~ 2.1+~_,e, CDS 1,2.,\l.. 5.86 i.S.55 I. G.I!, t?.00% 46 10+04.54 169.72 ZD+ 71... eF1 CDS 1"1~.!>S 5.86 i,,2.. 'lO 2..~, \2.00% 47 10+01.54 169.75 20+27.69 CDS 172.67 5.86 37.05 2.18 12.00% I 48 10+ 15.00 169.62 10+ 15.00 172. 17 5.86 28.00 1.99 <, 7.00% 49 10+53.79 169.23 10+53.79 171.58 5.86 28.00 1.79 7.00% 50 10+54.00 1c.e,.e,e, Jo+e.4.oo n 1.2..1 5.86 28.00 J.(.b <,,2.00% 51 11+<5e.44 l<-6.10 11-t-se,.44 no.= 5.86 28.00 l.<A 12.00% 52 11+96.09 167.79 10+37.85 KNU 169.86 5.86 38.73 1.30 '---?.00% 53 12+25.46 167.45 10+80.97 KNU 169.59 5.86 39.45 1.35 ~.00% 54 12+29.03 167.40 10+89.54 KNU 169.55 5.86 36.89 1.41 (2.00% 55 12.+46.le, i<.c.9~ I l+Qi. "1"! KNU J<-9.2..S 5.86 42...16 1.09 ?.00% 56 12+94.53 166.19 11+91.18 KNU 168.46 5.86 29.81 1.67 "'.00% 57 13+53.27 165.26 13+53.27 167.51 5.86 28.00 1.69 '.00% 58 23+03.62 184.37 23+03.62 186.31 5.86 30.00 1.34 ' 2.00% 59 23+ 16.16 184.77 23+16.16 186.82 5.86 30.00 1.45 12.00% 60 23+55.24 186.04 23+55.24 188.43 5.86 30.00 1.79 < 2.00% 61 23+93.97 187.29 23+93.97 190.27 5.86 30.00 2.38 l2.00% 62 2.. 4+ ~-Z.'1 IM .62. tA+~.Z!'I 192...11 5.86 30.00 2...99 \2.00% 63 24+92.60 190.47 24+92.60 195.20 5.86 30.00 4.13 !2'.00% 64 11+50.93 195.13 11+50.93 199.35 5.86 28.00 3.66 (2.00% 65 11+95.18 196.01 11+95.18 199.79 5.86 28.00 3.22 •. 00% 66 12+43.71 196.97 12+43.71 200.28 5.86 28.00 2.75 .00% 67 12+87.51 197.83 12+87.51 200.71 5.86 28.00 2.32 .00% 68 13+32.06 198.55 13+32.06 201.16 5.86 28.00 2.05 .00% 69 13+81.42 199.34 10+01.55 CDS 201.66 5.86 28.02 1.76 ''.00% 70 14+35.73 200.22 10+65.45 CDS 202.71 5.86 47.31 1.54 '.00% 71 14+76.61 200.87 1 l+u..oe CDS ZD-t.1 9 5.86 .:."1.97 1.92-. <2.00% 72 14+79.72 200.93 11+59.04 CDS 204.16 5.86 64.23 1.95 '.00% 73 14+85.72 201.02 11 +66.97 CDS 204.17 5.86 56.44 2.02 '.00% 74 14+82.72 200.97 12+ 17.34 CDS 203.57 5.89 34.06 1.92 \2.00% 75 14 +'cf!. Coo 2oo(.o 14+S"l.<,o ~ 5.86 28.00 I.'°" i 2.00% -7f; -14J-09. 14-100 79 -14.+09. 1,4_ ?Ll1.93 ~ ·"' .Bf> ?&nO 1-.. 1.58.. I/ 2.00,: Z! 77 13+57.92 198.96 13+57.92 201.42 5.86 28.00 1.90 2.00% 78 12+84.51 197.78 12+84.51 200.68 5.86 28.00 2.34 2.00% 79 12+ 15.90 196.42 12+15.90 200.00 5.86 28.00 3.02 2.00% 80 11+47.93 195.08 11+47.93 199.32 5.86 28.00 3.68 2.00% 81 26+01.86 195.05 26+01.86 200.66 5.86 30.00 5.01 2.00% 82 26+54.46 197.62 26+54.46 203.29 5.86 30.00 5.07 2.00% ) 83 27+06.46 200.16 27+06.46 205.89 5.86 30.00 5.13 2.00% 84 27+73.09 203.43 27+73.09 208.30 5.86 30.00 4.27 \. 2.00% 87 12+40.36 214.96 10+91.49 CDS 218.70 5.86 48.05 2.78 2.00% 88 12+37.35 214.90 11+57.22 CDS 219.63 5.86 54.32 3.64 2.00% 89 12+06.67 214.29 12+42.04 CDS 218.08 5.86 39.80 2.99 2.00% Leucadia Wastewater District Summary Table for New Sewer Main La Costa Greens 1.11, 1.13, & 1.14 Manhole ID Number UPSMH Pipe Pipe Pipe Coo rd in ates 1 length dia. material UPS DWN X y (feet) (IN) 9 TO 8 6253441 .7 1983435.8 237.30 8 PVC 8 TO 6 6253238.4 1983309.7 246.00 8 PVC Last downstream manhole' coordinates are: 6253100.5. 1983101.5 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates 1 length dia. mater.ia1 UPS OWN X y (feet) (IN) 11 TO 12 6252928.9 1982785.5 186.93 8 PVC Last downstream manhole' coordinates are: 6252970.1. 1982599.8 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates 1 length dia. material UPS DWN X y (feet) (IN) 16 TO 15 6253185.3 1982245.0 247.46 8 PVC 15 TO 1 6252939.2 1982247.7 121.28 8 PVC Last do'Mlstream manhole4 coordinates are: 6252836_6 _ 1982176.1 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates 1 length dia. material UPS OWN X y (feet) (IN) 19 TO Existina 6254171.1 19819852 202.01 8 PVC Last downstream manhole' coordinates are: 6253999.8. 1982099.7 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates 1 length dia. material UPS OWN X y (feet) (IN) 13 TO 14 6252533.5 1982573.7 245.47 8 PVC 14 TO 4 6252520.4 1982822.0 170.48 8 PVC Last downstream manhole' coordinates are: 6252694.7. 1982814.8 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates ' length dia. material UPS OWN X V (feet) (IN) Existing TO 7 6253562.5 1982979.5 257.76 8 PVC 7 TO 6 6253315.4 1982965.3 250.43 8 PVC 6 TO 5 6253100.5 1983101.5 287.39 8 PVC 5 TO 4 6252834 1 1983084 3 303.37 8 PVC 4 TO 3 6252694.7 1982814.8 245.9 5 8 PVC 3 TO 2 6252756.4 19825745 188 69 8 PVC 2 TO 1 6252770.4 1982382.5 216.12 8 PVC 1 TO Existino 6252836.6 1982176.1 231.31 8 PVC Last downstream manhole' coordinates are: 6252996.7. 1982004.1 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates 1 length dia. material UPS OWN X y (feet) (IN) 18 TO 17 62534892 1982471.2 271 00 8 PVC 17 TO 12 6253246.0 1982594.2 273.83 8 PVC 12 TO 3 6252970.1 1982599.8 21 1.22 8 PVC Last downstream manhole' coordinates are: 6252756.4. 1982574.5 Manhole ID Number UPSMH Pipe Pipe Pipe Coordinates 1 length dia. material UPS OWN X y (feet) (IN) 10 TO Existing 6253453.7 1983200.3 179.74 8 PVC Last downstream manhole' coordinates are: 6253562.5. 1982979.5 Abbreviations: ID -identification UPS -upstream OWN -downstream DIA -diameter IN -inches MH -manhole EL -elevation ANG -angle STD -standard DE -dead end DRP -drop SMT -summit Slope Location of Manhole (Address) MHRim El. Uostream Downstream tteetl {%) Address I Description Address I Description UPS DWN 1.61% Aventurine Place Aventurine Place 209.01 205.95 1.98% Aventurine Place Goldstone Road 205.95 203.17 I I Slope Location of Manhole (Address) MH Rim El. Urn::tream Downstream ffeetl {%) Address! Description Address I Description UPS DWN 5.72% Copal Place Galena Ave 185.70 176.93 I I Slope Location of Manhole (Address) MH Rim El. Upstream Downstream (feet) {%) Address I Description Address I Description UPS DWN 6.47% Carnelian Court Carnelian Court 159.29 143.55 4.36% Carnelian Court Goldstone Road 143.55 138.89 I I Slope Location of Manhole (Address) MHRimEI. Upstream Downstream !feet) (%) Address I Description Address I Description UPS OWN 6.45% Galena Ave Galena Ave 232.79 221.92 I I Slope Location of Manhole (Address) MH Rim El. Upstream Downstream (feet} (%) Address I Description Address I Description UPS DWN 1.01% Azurite Place Azurite Place 178.01 174.93 1.50% Azurite Place Goldstone Road 174.93 173.12 I I Slope Location of Manhole (Address) MHRimEI. Upstream Downstream (feet) (%) Address I Descriotion Address I Descrimion UPS DWN 2.00% Goldstone Road Goldstone Road 219.52 214.28 4.90% Goldstone Road Goldstone Road 214.28 203.17 3.23% Goldstone Road Goldstone Road 203.17 189.70 5,91% Goldstone Road Goldstone Road 189.70 173.12 1.49% Goldstone Road Goldstone Road 17312 168.84 5.45% Goldstone Road Goldstone Road 168.84 157 70 9.48% Goldstone Road Goldstone Road 157.70 138.89 1.57% Goldstone Road Goldstone Road 138.89 138.77 I I Slope Location of Manhole (Address} MH Rim El. Uostream Downstream (feet\ (%) Address! Description Address! Description UPS DWN 2.00% Galena Ave Galena Ave 190.96 187.95 3.79% Galena Ave Galena Ave 187.95 176.87 2.89% Galena Ave Goldstone Road 176.87 168.84 I I Slope Location of Manhole (Address) MHRimEI. Upstream Downstream (feet) (%) Address I Description Address! Description UPS OWN 2.00% Tigereye Place Goldstone Road 225 01 219.52 I I SEWER LATERAL TABLE CONT'D STREET STREET LATERAL DEPTH LENGTH DROP LAT. STATION INVERT STATION ELEV. BEWW OF TO SWPE LOT NO. OF OF AT PL LATERAL MAIN % LATERAL AT MAIN LATERAL PL F'S TO IE AT MAIN IE AT PL IE (1) (4) (2) 90 11 +57.51 213.31 12+96.19 CDS 217.03 5.86 28.05 3.16 2.00% 91 11+03.56 212.23 11+03.56 215.56 5.86 28.00 2.77 2.00% 93 11+35.78 170.33 11+35.78 172.40 5.86 28.00 1.51 2.00% -·~ . ,2.00% "" ' -. ./'I-I I T,<.:i'V 1.0::::,....., ,u., -, /, . .....,r.J,vv ""' . -1./.J- 95 10+ 17.00 177.12 2.1-1-04.4e, CDS 16 1.~~ 5.86 "14.,S 2..:1 1 )2.00% 96 10+ 14.00 177.29 U:>+6'=>.':tc CDS 1€:>l.e,2. 5.86 TZ..U:, ~.09 'f'.00% ----.,,,. ~-· _,1_,; L-..1' 1 4-; -. --r tyl;, -" ~-~ '""" ~~ ---),./2.00% -' . --· 98 26+07.46 224.77 11+68.89 CDS 227.24 6.92 48.35 1.50 2.00% 99 25+97.46 224.13 11+73.85 CDS 227.08 6.93 54.99 1.85 2.00% 100 25+65.72 222.08 12+36.65 CDS 225.18 5.86 38.24 2.34 2.00% MH Invert El. MH Depth (ft) Manhole Type lfeetl IANG,STD,D·E,DRP,SMT) UPS DWN UPS DWN UPS DWN 201.08 197.26 7.93 8.89 STD STD 197.06 192 18 8.89 11.19 STD STD MH Invert El. MH Depth (ft) Manha le Type (feet) IANG,STD,D E,DRP,SMT) UPS OWN UPS OWN UPS OWN 177.70 167.00 8.00 10.13 STD STD MH Invert El. MH Depth (ft) Manhole Type (feet! (ANG,STO,o,e,ORP,SMT) UPS OWN UPS OWN UPS OWN 151.00 135.00 8.29 8.75 STD STD 134.80 129.51 8.75 9.58 STD STD MH Invert El. MH Depth (ft) Manho,le Type lfeetl (ANG,STD,D·E,DRP,SMT) UPS OWN UPS OWN UPS OWN 225.00 211.96 8.50 10.16 STD STD MH Invert El. MH Depth (ft) Manhole Type (feet) (ANG,STD,DE,DRP,SMT) UPS OWN UPS OWN UPS OWN 169.80 167 .32 8.21 7.81 STD ANG 167.12 164.56 7.81 8.76 ANG STD MH Invert El. MH Depth (ft) Manhole Type (feet) (ANG,STD,D,E,DRP,SMT) UPS OWN UPS OWN UPS OWN 209.80 204.64 9.72 9.84 ANG STD 204.44 192.18 9.84 11 .19 STD STD 191.98 182.70 11.19 7.20 STD STD 182.50 164.56 7.20 8.76 STD STD 164.36 160.69 8.76 8.35 STD STD 160.49 15020 835 7 70 STD STD 150.00 129.51 7.70 9.58 STD STD 129.31 125.69 9.58 13.08 STD STD MH Invert El. MH Depth (ft) Manha le Type (feetl (ANG,STO,D E,DRP,SMTl UPS OWN UPS OWN UPS OWN 183.00 177 58 7.96 10.57 STD STD 177.38 167.00 10.57 10.07 STD STD 166.80 160.69 10 07 8 .35 STD STD MH Invert El. MH Depth (ft) Manhole Type (feet) (ANG,STD,DE,DRP ,sMn UPS OWN UPS DWN UPS OWN 215 04 21D.20 9.97 9 72 STD STD HUNSAKER & ASSOCIATES PIANNING ENQNEEltlNG SURVEYING SAN DIEGO, INC 10119 Huemekens Street San Diego, D. '12121 PH(858)55&-4500 • FX(858)S58-1414 DATE INITIAL ENGINEER or WOR~ No. of Lines Comments fhrou h MH UPS OWN 1 2 2 3 No. of Lines Comments lhrou h MH UPS DWN 1 3 No. of Lines Comments throu h MH UPS OWN 1 2 2 3 No~ of Lines Comments throu h MH UPS OWN 1 4 No. of Lines Comments lhro• hMH UPS OWN 1 2 2 3 No. of Lines Comments throu h MH UPS OWN 2 2 2 3 3 2 2 3 3 3 3 2 2 3 3 3 No. of Lines Comments throu h MH UPS DWN 1 2 2 3 3 3 No. of Lines Comments throu hMH UPS OWN 1 2 REVISION DESCRIPTION CL (4) PL LENGTH OF LATERAL TC (i) DEPTH B.:LOW PL 1.0' MIN DROP TO MAIN (2) ENGINEER OF WORK ~~Tl~ R.C.E. NO. 48670 EXP. 6/30/04 DATE "AS BUILT" .~1:f ?4,g ; INSPECTOR / -" DATE IMPROVEMENT AND UTILITY PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14 R,\0330\&Eng \ 1 Mpr'JVE"Ments\ 0330iol 4 .d wg[ 2000 lApr-21-2004,J 4 ,0Q W.O. No. 2352-70