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Home My WebLink AboutDWG 429-2; CT 04-09; LA COSTA GREENS NEIGHBORHOOD 1.17; 01-16GENERAL NOTES 1. THIS PL'.N SUPERSEDES ALL OTHER PLANS PR£V/OUSLY .Af'PROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. JJPPROVAL OF THIS PL'.N DOES NOT LESSEN OR WAIVE ANY PORnON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDJnONAL .Af'PROVAL, 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 DISc;oVERED. J. CITY N'PROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECnON OF ERRORS AND 01.1/SSIONS DISCOVERED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGJNE_ER FOR .Af'PROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 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 OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CL'.SS V OR BETTER AS ESTABLISHED BY "BESTS' KEY RAnNG GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER .Af'PROPRIATE AGENCIES. 6. R£V/SION OF THESE 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 PL'.NS WITHOUT THE WRITTEN N'PROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WrK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAI TA/NED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCnON. 11. WHERE TRENCHES ARE: WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISE:O OF: (A) SUMMARY SHEET, (8) L'.BORATORY WORK SHEE:TS ANO (C) COMPACOON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF .Af'PLIEO SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLEnON OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLEnON OF THE FIELD TESTS. 12. A PRECQNSTRVCDQN Mm/NG SHALL BE Hf! D AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASP£CTS OF 11-/E WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING (760) 4.38-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAIL'.BLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCnON MEEnNG WILL BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT fl60) 4J8-J891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON lliE DAY BEFORE lliE INSPECTION /S NEEDED, INSPECTIONS WILL BE MADE: THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO flJLL WORK DAYS L'.TER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, L'.WS AND REGUL'.nONS. 15. THE CONTRACTOR SHALL CONFORM TO L'.BOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE: PIPE INSTALL'.TJON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE: SHORING SYSTEM STANDARDS ESTARI ISHW BY Il:IE CONSTRIJCWN SAffJY ORQfRS DUE B CALIFORNIA AQM/1"";,RATNE CODE. THE PIAN SHALL BE PREPARED BY AN REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE ;SHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCnON. QPERADONS W/11 Cf'ASF lMMWIAIFJ Y: ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERAnONS WILL NOT RESTART UNnL THE PERM/TT£[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO OU SO. 17. ALL OPERAnONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP. REPAIR, ARRNAL. DEPARTURE OR OPERAnON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCnON EQUIPMENT AND ANY OTHER ASSOCIATED 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 AVAIL'.BLE AT THE ENGINEER/NG DEPAR™ENT COUNTER.) 18. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR AD.JACENT STRITTS AS A RESULT Qf THE GRADING OPERAnON. 19. NO BU.STING SHALL BE COMMENCED WITHOUT A CITY ENGINEER N'PROVED BU.STING PROGRAM. 20. THE: EXISTENCE AND LOCATION OF UTIUTY STRUCTURES AND FACIUT/ES SHOWN ON THE: CONSTRUcnoN PLANS WERE OBTAINED BY A SEARCH OF THE AVAIL'.BLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTIUTY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUnONARY MEASURES TO PROTECT THE UT/UT/ES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUT/ES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE sumc1ENTLY 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 UTIUTY COMPANIES (SEE: BELOW) AT 'EAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEA/t THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-41JJ SOG&:E (800)660-7J4J SBC (800)892-0123 ADELPHIA COMMUNICATIONS (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD (STREE:TS &: STORM DRAIN) , (760)4.34-2980 CITY OF CARLSBAD (SEWER, WATER &: RECL'.JMED WATER) (760)438-2722 LEUCADIA WASTEWATER DISTRICT (760)753-0155 HUNSAKER & ASSOCIATES SAN DIECO. INC PIANNING 10179 Huennekens Street ENGINEERING San DH>go, Ca 92121 SURVEYING PH(BSB)SSIMSOO· FX(858)558-1414 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R' VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS.ON THE PRE:PARED BASEMENT SOIL THE 'R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECnON MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 'AS-BUILT' PLANS. NO DIRECT BURIAL STREET UGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF' TYPE. J. ALL UNDERGROUND UT/UT/ES AND L'.TERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREE:TS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE: WITH A MINIMUM 0-LOAO OF 1, 350 FOR PRIVATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4' ROCKPER SDRSD 5-4 TYPE •c• AND PIPE MEE:TS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPL'.CED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINE:ER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CAUFORNIA AOMJNISTRA TIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION N D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RESIDEN71AL STREET STANDARDS. 8. FIRE HYDRANT MARKERS SHALL BE PU.CED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS OWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE: RE-ESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. ID. TWO (2) SE:TS OF SURVEY (CUT) SHEE:TS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. I 1. ALL PROPOSED STREET UGHTS CONSTRUCTED BY THIS IMPROVEMENT PLAN ARE PRIVATELY OWNED AND OPERATED ANO ELECTRICAL SERVICES PAID BY THE HOMEOWNERS ASSOCIATION PURSUANT TO THE TERMS OF AN ENCROACHMENT PERMIT PR 05-_, AND THE CC&:R'S FILED FOR THIS PROJECT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR n-115 PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. . I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/UTIES FOR PROJECT DESIGN. FIRM: HUNSAKER &: ASSOCIATES ADDRESS: 10179 HIIENNE/CENS AV£ CITY, ST.: ~N DIEGO CA TELEiNF: (B!5Bl 558 450Q BY: ~ tt> ./;,,( /Jic •.&~ YMOND L MARTIN DATE: ~8"1/4~S~h=6~S __ _ P.E. NO.: R,.C"'E:--'48"""6"-7"'-Q __________ _ _.,-•··- ~1',0FESS I <l\i ~ . '1(" ,.., ~ EXPIRATION DATE: 6,~/...,3~_,,(,c.O,.B ________ _ SOURCE OF TOPOGRAPHY -"' % TOPOGRAPHY SHOWN ON THESE PL'.NS WAS GENERATED BY ~ i NO. 48879,✓ f:/ AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS • EXP. e/JO/;,o1 ;' (1-J0-97) AND FIELD SURVEY BY O'C,AY CONSULTANTS IN ~ IJ. ,~ f) APRIL, 2001. TOPOGRAPHY SHOWN HEREON CONFORMS TO 1 ~~CAI.If~ ,'.J NATIONAL MAP ACCURACY STANDARDS. PER L'. COSTA GREENS ', .,-r4 PHASE 1 GRADING PU.NS, PROJECT NO C. T. 99-0J, '·c--~--@ DRAWING NO. J97-2A REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING 42J-7,7A, J97-2C,2H,2/ &: 429-28 OWNERS/ PERMITTEES REAL ESTATE COLL'.TERAL MANAGEMENT COMPANY, A DEL'.WARE CORPORATION 190J WRIGHT PL'.CE SUITE 180 CARLSBAD, CA 92008 (760) 929-2701 SUBDIVIDER MORROW DEVELOPMENT 190J WRIGHT PL'.CE: SUITE 1BO CARLSBAD CA, 92008 (760) 929-2701 LEGAL DESCRIPTION L'. COSTA VILL'.G E 1.17 (CT 99-0J) ION OF LOTS 17, J9, 41 ANO 49 OF n-lE CITY OF BEING A SUBOMS CARLSBAD TRACT THE CITY OF CAR ACCORDING TO MAP COUNTY RECORDE. CT 99-0J, VILL'.GES OF LA COSTA -LA COSTA GREENS IN LSBAO, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, NO. 1454-J FILED IN THE OFFICE OF THE SAN DIEGO 'R ON FEBRUARY 12, 200J. ATION LOCATED Wln-1/N ASSESSORS PARCEL NUMBER(S) PROJECT LOC THIS PROJECT /S 21J-111-09, 2 21J-111-27, 2 1J.-111-12, 21J-111-IJ, 21J-111-06, 21J-111-2J 1J-111-JO, 2/J-111-25. RD/NATE INDEX OF THIS PROJECT IS n-JE CALIFORNIA COO N 1 985 E 6252 ARINGS BASIS OF BE n-JE BASIS OF BEA COORDINATE SYTfM AMERICAN DATUM CLSB-15J ANO 5 PUBLISHED IN TH ESTABUSHEO BY OFFICE OF n-lE SAN IE: N J6'47'12' W RINGS FOR THIS SURVEY IS THE CALIFORNIA -198J, ZONE VI, 1991.35 EPOCH, NORTH OF 198J (NAOBJ), GRID BEARING BETWEEN STATION TAT/ON CLSB-070 AS SAID COORDINATES ARE £ CITY OF CARLSBAD SURVEY CONTROL NETWORK RECORD OF SURVEY MAP NO. 17271, FILED IN THE DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER J~ ait/4-DEERitJG R.C.£. 26514 -DAii DUDEK AND ASSOCIATES EXP. OJ/31/06 ENGINEER'S NOTES I . 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 ANO HEAL1]-I STANDARDS, L'.WS AND REGUL'.TIONS. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL .Af'PLY CONTINUOUSLY AND NOT BE UM/TEO TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO 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. 3. THE CONTRACTOR 15 RESPONSIBLE TO INSURE THAT ALL SLOPES, STREE:TS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE 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 (858) 558-4500. 4. THE CONTRACTOR SHALL V£RIFY ALL STAKES FOR ACCURACY AGAINST APPROVED Pl.ANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK THAT RESUL1S FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VAUDATED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCT/ON. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE: MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT . , COMPLETE:O AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND Ui LIT/ES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UT/UT/ES EXCEPT AS SHOWN ON THESE F...ANS. BEFORE E:XCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHA/.. MAKE EXPLORATORY EXCAVAnONS ANO VERIFY THE HORIZONTAL AND 111:~TICAL LOCATION OF ALL UNDERGROUND UTILIT/£5 AFFECTING THE WORK, .vHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, ANO ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILlnES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE P,1ECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING l!TILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPL'.CE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLEnON OF THE WORK, TO THE SATISFACnON OF THE: APPROPRIATF: AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS 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. LEGEND OF ABBREVIATIONS TC GB BVC £VC VP/ BC EC HP LP FL DWY FS PRC ST. RT LT 7W PCR MVC CL BW N. T.S. CTB RP EOP CDS RCP SD KNU cc CB 20+00.00 cos 40+00.00 SD lso+oo.oo I TOP OF CURB GRADE BREAK BEGIN VERnCAL CURVE END VERnCAL CURVE VERTICAL POINT OF INTERSECTION BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE DRIVEWAY FINISHED SURFACE POINT OF REVERSE CURVE STREET RIGHT LEFT TOP OF WALL POINT CURB RETURN MODIFIED VERnCAL CURVE CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STAnONING REINFORCED CONCRETE PIPE STORM DRAIN KNUCKLE STATIONING CENTER OF CUL-DE-SAC CURB REFERS TO A CUL-DE-SAC AUGNMENT MEASURED ALONG THE FACE OF CURB REFERS TO A STORM DRAIN AUGNMENT MEASURED ALONG THE CEIITER OF PIPE THROUGH CLEANOUTS REFERS TO A SEWER ALIGNMENT MEASURED FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE ALONG THE CENTERLINE OF PIPE ENGINEER'S NOTES (CONT.) 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCT/ON, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. 1 1. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE: LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONS/TE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND n-lE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJEC~ ANO BECOME THE PROPERTY OF THE ENGINEER OF WORK. I J. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING OEPAR™ENT FOR ALL RETAINING WALLS. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHAW CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PL'.N INDICATING ALL STREET LJGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE: POINTS PRIOR TO ENERGIZING THE SYSTEI.I. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCUL'.TED HGL DURING THE DESIGN STORM, AS RE:QUIRE:D BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. ENGINEER'S STORM DRAIN NOTES 1. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED /1GL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. n-lE: CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF n-lE HGL SHOWN HEREON, flY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REAUGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, CJ61, AND C44J. J. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL I/AV[ A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT Rf/NFORCING STEEL. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI. FOR \IElOCIT/ES EXCEEDING 30 FEET PER SECOND, USE: fc ~ 6,000 PSI. 4. ALL INLE:TS TO INCLUDE INSTALL'.nON OF A "NO DUMPING' TILE PER SWMP. cosTA CITY OF ENCINITAS VICINITY MAP NTS WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMEN~, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY I nE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBER 5851 DATED MARCH 16, 2005. 5. THE: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCnON (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDAnONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, MARCH 2000. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-07. 9. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER SYSTEMS. 10. STORM WATER MANAGEMENT PL'.N FOR CT 04-09 PREPARED BY HUNSAKER DATED MAY 9, 2005. 11. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICAnONS. LEGEND DESCRIPTION STD. DWG, SYMBOL SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE: TRENCH RESURFACING A.G. PAVING/BASE 6' TYPE G CURB &: GUTTER a• MEDIAN CURB 6 • MEDIAN CURB PEDESTRIAN RAMP TYPE 'A• CROSS GUTTER MODIFIED CROSS GUTTER CONCRETE SIDEWALK DR/\1£WAY *GS24 ••G-2. *GS-18 *GS-18 (MOD) ••G-27 *'*G-12 *GS-10 **G-7, ,.G-9, *'G-10 *'*G-148 -------- J I k PRIVATE STREET LIGHT 9,500 LUM (HPSV) **'E-1, **E-2, ••M-21 (MFCTR. AMERON, MODEL 581-24 (201)} o--0 PROPOSED SIDEWALK UNDERDRAIN (SEE DETAIL SHT. J) *'*D-27 (LOCAOONS TO BE SHOWN ON 'AS-BUILTS? STREET CENTERLINE MONUMENT '*M-10 EXISTING STORM DRAIN PROPOSED STORM DRAIN 18' RCP PROPOSED STORM DRAIN 24 • RCP PROPOSED STORM ORAIN JO' RCP PROPOSED STORM DRAIN Je' RCP PROPOSED HEADWALL PROPOSED CURB INLET TYPE •a• JYPE "8-2" PROPOSED CURB INLET TYPE "B-1 • PROPOSED CLEANOUT TYPE ·a-s· PROPOSED CLEANOUT TYPE 'A-4 • PROPOSED CATCH BASIN TYPE "F' CONCRETE LUG CUT OFF WALL PROPOSED SEWER MAIN(SDR .35) PROPOSED SEWER MANHOLE 4 • SEWER LATERAL W/TRAFFIC LIO PROPOSED a• CML&:C WATER MAIN PROPOSED 8' PVC WATER MAIN ••D-34 .. •D-2, •Ds-, ***D-2, *DS-1 '**D-2, •Ds-1 **D-10 •D-9 **D-7 '*D-6J ••s-10 *"*S-12, *"*S-11 ****S-3, ****S-4 .,**S-17 PROPOSED 8' PVC RECL'.IMED WATER MAIN GATE VALVE *W-16 •w-12 FIRE HYDRANT ASSEMBLY WITH MARKER THRUST BLOCK END CAP ASSEMBLY 2• AIR VAC ASSEMBLY 2" BLOW OFF ASSEMBLY *W-15 ~---_ ~---_ ~----=- °u= --s·----=---- -s--0--- ------® -w--- -w--- -RW---- • ' 2 • MANUAL AIR RELEASE ASSEMBLY PROPOSED 1 • WATER SERVICE •w-1 •w-6 •w-6 •w-J ------® 12· WHITE LIMIT LINE, "sTOP' PAVEMENT LEGEND (THERMOPL'.SnG) 2• IRRIGATION SERVICE W/ BACKFLOW PREVENTER DOUBLE: STREET NAME: (OSN) SIGN WITH R1-1 SIGN STREET SIGN (TYPE PER PLAN) SDM-102 SDM-102 -------,(}) I • QUANTITY 650 S.F. 179,571 S.F. 10,0IJ L.F. 114 L.F. BJ L.F. 12 E.A. 975 S.F. 3,506 S.F. 45,233 S.F. 19,J75 S.F. 19 £.A. 106 E.A JJ E.A. 554 L.F. 910 L.F. 618 L.F. 1,2JJ L.F. 1 E.A. 6 E.A. 1 E.A. 5 E.A. 18 E.A. 1 E.A. 5 E.A. 1 E.A. J E.A. !5, 164 L.F. 27 E.A. 106 E.A. 74 L.F. 5,365 L.F. 2,810 L.F. 32 E.A. 18 E.A. 19 E.A. 5 E.A. 5 E.A. 21 E.A. 11 E.A. 107 E.A. 5 E.A 7 E.A 5 E.A 6 E.A i" ENGINEER Of' WORK /' CITY OF CARLSBAD OR CMWD STANDARD DRAWING ,. SAN DIEGO REGIONAL STANDARD DRAWING ~~~aL ~./4., ••• AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS RA NO L. MARTIN DATE •••• LEUCADIA WASTEWATER DISTRICT STANDAR'J DRAWINGS R.C.E. NO. 48670 EXP. 6/30/06 CARLSBAD ARE DEPARTMENT "AS BUILT" REQUIREMENTS: ~I✓,) NUMBER OF F.H. 's--1L F.R.OWlJJlf}G.P.1.1. OI.IT Of_l_ F.H. 's CARLSBAD MUNICIPAL WATER DISTRICT i~./~J-. RCE 4-B~ 70 EXP. (,,/&,//2,_ DATE SHEET INDEX NOTES ANO LEGEND SHEET 1 KEY MAP AND NOTES SHEET 2 STREET SECTIONS SHEET J IMPROVEMENTS SHEET 4-16 BENCH MARK IMPORTANT NOTICE OESCRIPnON: BRASS DISC IN WELL MONUMENT SECnON 4216/4217 OF THE GOVERNMENT CODE (5. 0. CO. CONTROL PT. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE R1800-288+89 EC) ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE LOCAnON: ON EL CAMINO REAL. 2.6J Ml. VALID. FOR YOUR DIGALERT I.D. NUMBER CALL NL 'Y FROM L'. COSTA AVENUE UNDERGROUND SERVICE ALERT AT: RECORD FROM: NORn-1 COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 UEVATION: J11.41 NGVO 1929 TWO WORKING DAl'S BEFORE YOU DIG ~~~ _k1ftlo $' ~RINl!l£l)? tfS_ 1/Q__ F.R.OW __ G.P.1.1. REVIEWED BY: , t& JJµ_lk,__ ~ Jo/3faS <'.'q,.,V,.~ .. EXP. 6/J0/06 ,FIRE W.TC 9/S/Rlfff, ENGINEER R.C.£. 33698 8//o l?M-1 1, ''AS-BUllT" 2 ·tJS·06 RLM '\ Kl!Y/SI! t?WY/LRT. LOC/tTIONS, S'liTS. S·f?J6 2-0S·06 /fLM (\Rell/Se PWY/LRT. LOC/tTIO#S, SHTS. 5-(?,{6 DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION INSPECTO¥. ~, DATE I SH;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 6 IMPROVEMENT AND UTILITY PLANS FOR: LACOSTA GREENS NEIGHBORHOOD 1.17 APPROVED QY . . . LLOYD B. HUBBS ,f A· r1'. ~ ~.d U,.,,;,--~ . '¥Vb "'1 tot. ~'-!> '1/t,,L,. CITY ENGINEEif'RCE Pl EXP 12/,31105 DATE . . LWO ---~ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE CHKO BY: GllP CT04-09 429-2 OTHER APPROVAL CITY APPROVAL RVWO BY: R,\Q375\~Eng\!MproveMents\0375io01.dwg[ O)Jun-28~20Q5,Q9,50 W.O. No. 2352-110 BIN : ) ) 0 I :.... i 0 ,-~ I.._. <), ~ I I\) BOUNDARY ~ SUBDIVISION\ ; ; 100 0 LWD SEWER NOTES / / / \ \ 100 200 ---- SCALE 1'= 100' 110 r \ \ ------_) -- 300 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIF:Vc TH£ APPLICANT, PRNAT£ ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCT/ON. 2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS ANO TO TH£ R£QUIR£M£NTS OF TH£ STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION {GR££N800K) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE F:VcN OF CONFLJCT TH£ LWD SEWER STANDARDS GOVERN. .J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY R£QU/R£M£NTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAYE" A COPY OF THE SEWER NOTES 2 • .t .J. DOCUMENTS ON THE JOBS/TE AT ALL TIMES. 5. TH£ CONTRACTOR SHALL GUARANT££ ALL WORK FOR A PERIOD OF ON£ YEAR AFTER TH£ DAT£ OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PRO\'E" DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE Y£AR PER/00 WITHOUT EXPENSE WHATSOF:VcR TO LWD. 6. QUANTITIES SHOWN HERON ARE FOR BONO EST/MAT£ PURPOSES ONLY. NEITHER THE PRNATE £NGIN££R NOT LWD GUARANTEE THE ACCURACY OR COMPL£T£NESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, TH£ CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED 8Y LWD. 8. PRIOR TO BEGINNING THE SEWER WORK THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SH££TS AND SHALL COMPLY WITH LWD STANDARD SPEC SURV£Y R£QUIR£M£NTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE 8££N OBTAINED FROM TH£ JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIA T£ AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ DISTRICT £NGIN££R SHOWING TH£ DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO 8£ MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIP£ INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES Fl\'E" FEET OR MOR£ IN DEPTH. IF TH£ PLAN VARIES FROM TH£ SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS. TIT!.£ 8, CALIFORNIA ADM/NISTRATN£ CODE, TH£ PLAN SHALL 8£ PREPARED 8Y A R£GIST£R£D £NGIN££R. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO TH£ LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL TH£ WORK IS COMPL£T£D INCLUDING PLACEMENT ANO COMPACTION OF BACKFILL MATERIALS IN A DRY STAT£. ALL PIP£ ZONE MATERIAL LOCATED IN WET OR AREAS SUSP£CT£0 TO BE WET IN THE FUTURE SHALL 8£ £NCAS£0 IN G£0T£XTIL£ MATERIAL. SUITABLE G£0T£XTILE MATERIAL SHALL 8£ SUBMITTED TO TH£ DISTRICT £NGIN££R FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND R£1VRN OF GROUNDWATER TO TH£ SEWER SHALL NOT BE ALLOWED. 1.J. TH£ EXISTENCE ANO LOCATION OF UNDERGROUND UT/UT/ES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY TH£ PR/VAT£ £NGIN££R. TO TH£ BEST OF TH£ PRNAT£ ENGINEER'S KNOWLEDGE, THERE AR£ NO EXISTING UT/UT/£S EXCEPT THOSE SHOWN ON THESE PLANS. A TT£NTION IS CALLEO OT Tl/£ POSSIBLE EXISTENCE OF OTHER UT/UT/ES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. Tl-IE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT Tl/£ UT/UT/ES SHOWN ON TH£ PLANS ANO OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWO DOES NOT CONST/TUT£ A REPRESENTATION OF Tl/£ ACCURACY OF TH£ LOCATION OF, OR Tl/£ EXISTENCE OR NON-£XIST£NCE OF. ANY UNDERGROUND UTILITY. PIPE, OR STRUCTURE WITHIN THE LIMITS OF Tl/IS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-41.J.J, AS REQUIRED BY STAT£ LAW. ALL UTILITY CROSSINGS SHALL 8£ POTIIOL£0 PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUO/NG, BUT NOT LIMITED TO, TRENCH SAFETY ANO CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL 8£ SUBMITTED TO L WD 8Y A QUALIFIED SOILS £NGIN££R WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY Tl/£ SOILS £NG/NEER IN ACCORDANCE WITH ON SIT£ EARTHWORK SPECIFICATIONS ANO Tl-IE LWO STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (/.£.) INSIDE BOTTOM OF PIPE. 19. ALL REVISIONS TO DRAWINGS SHALL 8£ APPROVED 8Y THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 112 111 39 109 SUBDIVISION-..--- BOUNDARY LWD SEWER NOTES CONT'D 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPL£T£ RECORD OF CHANGES AND SHALL MAK£ SUCH RECORD AVAILABLE TO Tl/£ PR/VAT£ £NGIN££R. Tl/£ PRNAT£ £NGIN££R SHALL PROVIDE AS-BUILT DRAWINGS TO LWO FOR REVIEW ANO APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL 8£ UM/1£0 TO .J50 FEET, INCLUDING COLLECTORS ANO LATERALS, UNLESS OTHERWISE APPROVED IN WRITING 8Y TH£ DISTRICT. TRENCH SHALL BE BACKFILLED OR PLA 1£0 AT Tl/£ CONCLUSION OF EACH DAY OR WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUM£NTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND R£CORO Tl-IE MONUMENT CHANGE PER STAT£ LAW. 2.J. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN Tl/£ S£W£R PIP£ AND ANY OTIIER UTILITIES. 24. SEPARATION OF SEWER/WATER ANO SEWER/RECLAIMED WATER SHALL COMPLY WITH LWD STD. OWG. S-2 AND WITH ALL COUNTY AND STAT£ HEALTH DEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWO INSPECTOR. NEW SEWER SHALL NOT 8£ CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY Tl/£ L WO INSPECTOR, OR AS APPROVED BY DISTRICT £NG/NEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO 711E SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED 8Y LWD ON 711£ PLANS. 27. A 2-/NCH HIGH -s• SHALL BE INSCRIBED ON Tl/£ CURB FACE AT EACH LATERAL LOCATION 8Y Tl/£ CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL 8£ BURIED OVER EACH LATERAL. THE WIRE SHALL £XT£ND UP TO 2• COPPER TAG TIED AND SOLDERED TO THE WIRE. Tl/£ TAG 01-fR THE SEWER MAIN SHALL TERM/NAT£ 6• ABO\'E" PAVING SUBGRADE W/Tli FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF 711E LATERAL SHALL £XT£NO ABOVE GRADE UNTIL CONNECTED AND SHALL TIIER£AFT£R BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, ANO COATING. 711£ PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING ANO PRF:VcNT UNF:VcN SETTI.EMENT. PIPE SHALL BE PROT£CT£0 AGAINST FLOTATION AT ALL TIMES. OPEN £NOS OF PIPE SHALL 8£ SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. JO. PIP£ JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL Tl/EN BE LIMITED TO LESS THAT ONE -HALF OF THE ANGLE RECOMMENDED BY 711E PIPE MFGR. JI. SEWER PIP£ ZONE ANO TRENCH BACKFILL SHALL BE PER Tl-IE LWD SEWER STANDARDS. WATER J£TTING SHALL NOT 8£ ALLOWED. J2. ALL LA T£RALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWA l'S. .J.J. JOB MIXING OF CONCR£T£ IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL 8£ AT CONTRACTOR EXPENSE. J4. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, ANO COMPL£T£D 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 CONCR£T£ PLACEMENT. PRECAST MANHOLE BASES AR£ ACCEPTABLE FOR USE WITH 8• SEWERS WITH DISTRICT ENGINEER APPROVAL. JS. JOINTS BETWEEN MH BASE, SHAFTING, CON£ SECTIONS, AND RING SHALL HAVE A 2• BY 2• BUTYL RUBBER GASKET PLACED WITHIN Tl-IE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROV£0 EQUAL. J6. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND J) SUBSEQUENT TO ANY SUSPECTED MOVF:M£NT OR DAIMGE AFTER BACKFILL. .Jl. ALL SEWERS AND LATERALS SHALL BE WA)'N£ BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT Tl/£ APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DON£ AFTER CONSTRUCT/ON OF ALL OTHER UTILITY LATERALS. J8. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAYE" FINAL APPROVAL BY Tl-IE LWO INSPECTOR PRIOR TO PAVING. J9. MANHOLES SHALL 8£ 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAM£T£R PER LWD STD DWG S-.J. MANHOLES SHALL BE 5-FEET DIAM£T£R FOR PIP£ 18-/NCHES AND LARGER PER LWD STD DWG S-4. 40. MANHOLES SHALL BE LINED WITl-i INTEGRALLY LOCKING PVC (T-LOCK) OR A POLYURETHANE PROTECTIVE LINING Sl'ST£M PER SECTION 500-2 OF THE GREENBOOK FOR ALL NEW MANHOLES AND ALL EXISTING MANHOLES W/Tli NEW CONSTRUCT/ON. / / 108 , SIGNING AND STRIPING NOTES / / / / 1. Tl-IE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING ANO STRIPING. 2. ALL SIGNING, STRIPING ANO PA\'E"MENT MARKINGS SHALL CONFORM TO Tl-IE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM CONTROL DEVICES (MUTCD) 200J EDITION AS AMENDED BY 711E MUTCO 200J CALIFORNIA SUPPLEMENT, Tl-IE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST \'E"RSION TIIEREOF), THESE PLANS AND 711E SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO 711£ APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATNE, PRIOR TO INSTALLATION. 4-. ANY DEVIATION FROM 711£5£ SIGNING AND STRIPING PLANS SHALL BE APPROVED 8Y Tl/£ ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN 711E FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REflECTIVE PER CALTRANS SPECIFICATIONS ANO SHALL USE ENCAPSULATED LENS REFLECTNE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO MARKINGS Wl711/N A 500' PERIMETER OF 711£ CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW• CONDITION, IN A MANNER MEETING THE APPROVAL OF 711£ CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND sr;~ LIMIT LINES SHALL BE APPRO\'E"D BY 711£ PUBLIC WORKS DIRECTOR OR HIS REPRE ENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CON CT/NG PAINTED LINES, IMRKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL 8 PROMP/l Y REMOVED 8Y Tl/£ CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE T/-IE LATEST VERSION OF Tl/£ CALTRANS STENCILS. J~SID~M~M1:.~fo:eNE:i:si:::w1~lf't~E~7Fli~LD LOCATED. CROSSWALKS SHALL HAYE" 10' 12. ALL CROSS. WALKS, LIMIT LINES, STOP ,!.,..BARS, PA\'E"MENT ARROWS ANO PAVEMENT LEGENDS SHALL BE 711ERMOPLASTIC UNL~~S 0711ERWISE SPECIFIED. 1 J. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO 711£ MUTCD 20DJ AM MENDED BY THE 20DJ CALIFORNIA suif PLEMENT AND SAN DIEGO REGIONAL EDITION AS STANDARD DRAW/NC M-19. , 14-. ALL MEDIAN NOSES AND Fl.ARES SHII/-L BE PAINTED YELLOW. 0/T/ON AS IF/ED. 15. ALL SIGNS SHALL BE STANDARD SIZ! AS SHOWN IN Tl/£ MUTCD 200J E AMMENDED BY Tl/£ 200J CALIFORNIA SU PLEMENT UNLESS OTHERWISE SPEC 16. SIGN POSTS SHALL BE SQUARE PEf;;PRAT£0 STEEL TUBING WITl-i BREAKW. PER SAN DIEGO REGIONAL STANDARD DIV}WING M-45. ,W BAS£ 17. WHEN A SIGN IS A TTACHEO TO A PO~E, IT SHALL BE MOUNTED USING A CITY OF CARLSBAD APPROVED MOUNT/NC ; BRACKET WITH STRAPS. STANDARD 711£ 18. EXISTING SIGNS REMOVED BY Tl-IE cqNTRACTOR SHALL BE DELN£REO BY 711£ CONTRACTOR TO 711£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK 19. ALL SIGNS SHOWN ON THESE PLANS ' SHALL BE NEW SIGNS PROVIDED AN 8Y 711£ CONTRACTOR EXCEPT Tl/OS£ SIG/;IS SPECIF/CALLY SHOWN AS EXIST/N AVENUE. 0 INSTALLED G TO BE RELOCATED OR TO REMAIN. BE 20. (IF NECESSARY) WHERE R.f.-7 SIGN ~ND OMI-J OBJECT MARKER ARE TO INSTALLED IN A 2-FOOT WIDE MEDIAN NqSE, THE R4-7 SIGN SHALL BE 18• x24• AND 711£ OMI-J OBJECT MARKER SHALL BE 12•x111•. HUNSAKER & ASSOCIATES SAN DIECO. INC. 8/10 RlM PlANNINC 10179 HueMekens Street DATE INITIAL ENGINEERING San Diego. (.a 92121 ENGINEER OF WORI SURVEYING PH(858)558•4500· FX(858)558·1414 KEY MAP LEGEND SUBDMSION BOUNDARY ----------\ RIGHT OF WAY SHEET NO. , '.I FIR£ HYDRANT ' .. STREET LIGHT '. <>---0 STORM DRAIN = @= ~- WATER LIN£ SEWER LINE (LWD) , I --------ER DWG 397-21 OINSETTIA LANE CMWD WATER NOTES CMWD CONSTRUCTION NOTES 1. WATER MAIN AND APPURTEf,W,/CES SHALL BE CONSTRUCTED IN ACCORDANCE 1. ALL POTABLE WATER SERVICfS SHALL BE 1" AND ALL POTABLE WITH Tl/£ •cITY OF CARLSBAD ENGINEERING STANDARDS 2004-• OR AS AMENDED. WATER METERS SHALL BE 5/8 (UNLESS 0711ERWISE NOTED ON PLANS). 2. Tl/£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF Tl/£ STAT£ CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED ANO APPROVED BY DISTRICT £NG/NEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DA r., BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD £NG/NEERING DEPARTMENT ({760] 4J8-J891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN Tl/£ WATER LIN£ EASEMENT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMDYE"D PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM Tl/£ DISTRICT £NG/NEER. 6. TH£ EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF 1M T£RIALS OF THE FIR£ LINE LOCATED BETWEEN THE DIRECTOR CHECK VAL\,f' AND BUILDING SHALL BE D£T£RMIN£D 8Y Tl/£ CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN 2. ALL WATER METER BOXES SHALL BE 17•xJo•x12• POLYMER CONCRETE AS MAUFACTURED BY ARMORCAST OR EQUAL. J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 10 FEET. 4-. Tl/£ TOP OF WA T£R METER BOXES SHALL BE flUSH WITH 711£ FINISHED SURFACE GRADE. ENGINEER OF WORK ACCORDANCE WITH THE •cITY OF CARLSBAD ENGINEERING STANDARDS 2004 • OR AS ~~f.1ld: ~~£ AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROTECTED BY MEANS OF CATIIODIC PROTECTION. iF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN R.C.E. NO. 48670 EXP. 6/30/08 ANOTIIER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALT£RNATN£ FORM OF PROTECTION. "AS BUILT" ~o~~/L ~/!/to DATE REVIEWED BY: ' i ~ a,vv,. / qj_..., \ -~rlrQ INSPECTOR? • DATE ~ I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 6 IMPROVEMENT AND UTIU1Y PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED 6' Y LLOYD B. HUBBS d.i.~~~~ 10/_!fLc;,-5' CITY ENGiN£ERCE~~ EXP 12/.31/05 ' DATE ,-' ''7< ''Ac.-av1t. r ,, OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: G\IP CT04-09 429-2 REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL R: \0 3 75 \ ~Eng \!Mprov eM en ts\ 0 37 5io 02.ci w g( 0 ]Au g-02-2 005:12:29 W.O. No. 2352-110 BIN : ·- 111405 I\) 0 -__, °' -=~:::-----STREU LIGHT J' MIN. 60' ROW J' MIN. _µ_;,.._ _____________ P=ER~Fl=N;.;:A";-;L!..,M,,-A~P~----------¼----.f-4 5' 7.5' 17' 17' .5' 5' 0.5' 2' 0.5' 2' '111~ '¾, I,,. FIRE HYDR1NT-5• TYPE 6" TYPE G CURB 2X n·' ... "' 4• PCC SIDEWALK G CURB 2" ~ 8• REC.6 WAT£R 12.0' STORM~ (SIZE PER PLAN) i '--.._ lo 5.0' 'f' ELEVATION PER PLAN 4_5• r ' J.5' 8" WA T£R":,..._ 7.0' U ~8" SEWER 5.0' 11.0' ESTRELLA DE MAR NOT TO SCALE Tl=6 STRUCTURAL SECTION BASED ON FINAL 'R' VALUE(SEE STREET NOT£ 1. PG 1) 6' -==~--.. STREU LIGHT J' MIN. 515• ROW J' MIN. .l'-'--,'-------------P"°E""R;=:Fl"'Ni+A'i-iLC.,M"A.-;P.---------t-----.f--'-,j' 5' 4.5' 18' 0.5' 2' 6" TYPE G CURB 2" ~ 4• PCC 15• MIN. SIDEWALK ~t;€RANT STORM--...-· (SIZE PER PLAN) STR 'E' ONLY 12.0' IJ'.O' 'f' ELEVATION PER PLAN r ' 18' 6" TYPE G CURB 2X J.5' 8• WA T£R":,..._. 7.0' U ~8" SEWER 11.0' 4.5' 5' 2 0.5' 6' LIMONITE COURT, PERIDOT COURT AND OLIVINE COURT NOT TO SCALE TI =4.5 3' MIN. \..1----------------"8'-"6_' :..:,RO:'.CW.:......._ EXISTING ESTRELLA DE MAR@ ENTRANCE NOTTO SCALE TI=6 ,cs===c-".~----STREU UGHT J' MIN. -P--1--------------,,,,;B~o~• ;;.RO,;W'.'..,,.-,.----------t-------t-.L-:j J' MIN. PER FINAL MAP s· 4.s· 20' 0.5' ~.,_.;-~ ~,,, ,;.' ,.-4• PCC SIDEWALK 2' 6" TYPE G CURB FIR'!• MIN. HYDRANT STORM---' (SIZE PER PLAN) STR 'E' ONLY 12.0' 1J.O' r 20' 15• TYPE G CURB J.5' 8• WAT£R":,..._ 7.0' U ~B. SEWER 6' 11.0' 4.5' 5' 2· 0.5' 'f' ELEVATION PER PLAN COBALT DRIVE & MARCASITE PLACE NOT TO SCALE Tl=4.5 N'LY R/W S'l Y R/W 102' ' ' 20' ACC£5S 10' 41' -4-1' 10' -1 E.ASEJAE.NT 32' . 9' g• 32' 5.5' l 4,5' I ~>;,"> •~> I i-' ·-----;-~-:!!-2" 2%~~ -~-71..-. .. ,_ ... ,. -i:, ,/ . , .. ~,, C ' 0 PCC S=~K D.G. TRAIL AC. PAVfME~T AND BASE (i'YPICAL) PUBLJC SfflEET WITH MEDIAN EXISITNG POINSETTIA LANE NTS Tl=9 10.0' 5' OR L PER PLAN 1,PER PLAN,_ PER PLAN 1, ,,i 1 , ,?._..?, 1 ,__,,-,.,.URB ONLY 7.0' CURB FACE-_,, TRAFFIC CALMING DETAIL NTS HUNSAKER & ASSOCIATES SAN DIECO,. INC. PLANNING 10179 Huemekens Street . ENGINEERING San Diego. Ca 92121 SURVEYlNG Pl-1(856)558·4SOO· FX(858)558-1414 9//o -· . DATE INITIAL ENGINEER OF WOR '2\ "AS-BUllT" REVISION DESCRIPTION PL-If I I PL i I I JYPICAL SWALE I I \ DRAIN BOX TO CONNECT TO L __ -f"'=t--SIDEWALK UNDERDRAIN PER PRE:CISE GRADING PIM RW TYPICAL SIDEWALK UNDERDRAIN DETAIL NTS NOTE:: CV'E:RY LOT SHALL HAVE: 1 SIDEWALK UNDERDRAIN PIPE PE:R SDRSD D-27. LOCATION TO BE: SHOWN ON "AS-BUILT• PLANS. L.OCAT/0/V TI. l!MCWITc Ci/JtlAT .dTA IOtOO TO /.jrOO 4-. s ~TA 13 rOO n, /t, ,'()t) 4. 5 ~TA l~roo ro l7>'S5 4. !> CoMtT MIVe $TA 2o-n:o TO 2S-ltJO 4. 5 .i!JTl?t:tLA Mt. MAR ~TA4-7bOOTO SOt-00 &,.o STA #fc,tJ TtJ 4-7100 tf,.O STA4ltooro 1-?fOO ,J,.O MAl?t:ASITli Pt. STA ISt-oo TtJ l7-f74 4, 5 !:TA /.2 fOO TO I'S t-00 4. G Sl'A 1;88 TtJ /2t-tJO 4-.5 .e!JT~ct.LA Dlil-MAR A. C. +.o,, 4. o·· 4--0 ., 4.0" 4. O" 4--0 .. 4-.0" 4.o,, 5,0 II 5.0" 5.0" /3 .0" 12. ()" /t). 0 " 6.0" 4.0 •• 5.0" STA37150TtJ4/-l(X)(,,.O 4-.0" 7.0" ( STA 2St-5'l T()37-/SO (,.O 4-.0" /3.tJ" J OLIVINE CtJueT STA 1tiJ T/Jl2t-~7 4.5 4.0" (,,.0'' ~ PERIDJTCOlll?T STA 10 too TO //t-8/ 4. 5 4.0" 5.0" 1 ENGINEER OF WORK 2 .~ //4,..tf R ·""-ND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" -~<~ RCE 4-Bt,,zo EXP. t',,L_3o(!2 ¾* DATE .r-ft/m DATE REVIEWED BY: dJ. _ab_,k__ ~~ . _'1_ ___ INSPECTori?-DATE I SH;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 6 IMPROVEMENT AND UTIL/JY PU.NS FOR: LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVEDdY LLOYD B. HUBBS & ~ tt«::: /.. u,-~ ,{o/o/""'.,.--CITY ENGINEE.-tfRCE :._: ~--EXP 7 2/J 1705 DATE ,_.. .,_ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: G1.1P CT04-09 429-2 RVWD BY: OTHER APPROVAL CITY APPROVAL R,\0375\~Eng\1Mproveoents\0375io03.dwg[ OJJun-28-2005,)D,!2 W.O. No. 2352-110 BIN : ) \\ ,·-····· ····---J:::::: :::··-------------- f · t· •·L·=:¾Ci. ~··,de······• ~> • b.Jc=r=fc.='=4-=-:·•·•···•·1· ......•.... ·····••··•···· :I I---+--+--!----+· ....•• •••••• if-.... ' ···•••········ t ---·------------------. ----. .. 1=,...--.-... 1-.. -.• -i.~=======r· .=;;;..,;•1•=; .=. t==.i== ... 1----~T 1 •• •• ................ oXIS. ·····················°"t •···t··•·•···•·•·•• •••···•· ••••· ar .. , ,lJB1:i•:~4=ff i~#~~•f=H=-t=f -------------- · ······ ·•··· ••••• • :1 ..... ........... ··••·b1=···...,1=··+➔=f='F+=+'ccl!:'i-ffii.F.±~11 ·••• JOO .. ~ .. ·.·, =+c=i=c:==· ----------- -- ---------------,--- ----- ······· EX/ ....... PE, ------------ --------------------------- xis ra· P • ,JB F :2, 41'• . . 0,42¥-:.-. . ...... "'f 1 "E ••••••••••.•••••••• •1.•.•· -----1- ' -------------------------,------------------------, ---··-------•--- CENTERUNE DATA l J BEARING/DELTA RADIUS LENGTH REMARKS 1 12"46'.J6" 400.00' 89.20' 2 N .J2·os·oo· £ IOI.OB' .J s:z-24•10· .J85.00' .J52.12' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 12·11'.JB" 420.00' 90.12' 6" TYPE: G C&:G 2 N .J2"05'00" £ 16.24' 6" TYPE: G C&:G .J 5'50'.J4" 100.00' I 1.94' 5• TYPE: G C&:G 4 N .J8'55'.J4 • £ t.J.22' 5• TYP[ G C&:G 5 5·50'34• 100.00' 11.94' 5• TYPE: G C&:G 5 N .J2"05'00" £ 47.88' 5• TYPE: G C&:G 7 52•24•10· .J68.00' .J.J6.57' 6 • TYPE: G C&:G 8 52•24•10· 402.00' .J67.67' 6 • TYP£ G C&:G 9 N .J2"05'00" £ 47.88' 6" 7YP£ G C&:G 10 6'50'.J4• 100.00' 11.94' 6 • TYP£ G C&:G 11 N 25"14'26" £ t.J.22' 6" TYP£ G C&:G 12 6'50'.J4• 100.00' 11.94' 6" TYP£ G C&:G 1, N .J2"05'00" £ 16.24' 6" TYP£ G C&:G 14 13°16'41" .J80.00' 88.28' 6" TYP£ G C&:G WATER DATA 11 j BEARING/DELTA RADIUS L£NGTH R£MARKS 1 10'42'.JB" .J87.00' 72 . .J4' 8" PVC CL-150 2 N .J2"05 '00 • £ 5.J.20' 8" PVC Cl-150 .J N 20"50'00" £ 10.25' 8" PVC Cl-150 4 N .J2"05 '00 • £ .J7.82' 8" PVC CL-150 5 52•24•10· .J96.00' .J62.18' 8" PVC CL-150 • •t.loe HIC.H 0<:.Ft..e',c:nO\J CC<..lf'UU:, JW =~1-JoS. TO c..TY Cf'= e)..IC.l\.J~II-Jc. ~Aµ~ -'-'OLUMe. I I, ~l.,1 O\v\<>IO\J 1'51 ~O\J 1'::>C>lA, f'~ "'·"' RECLAIMED WATER DATA I ( l BEARING/DELTA RADIUS LENGTH R£MARKS A N 21•22•22• £ 22. 11' 8" PVC CL-200 B N .J2•05•00· £ 18.15' 8" PVC CL-200 C N .J2'05'00" £ 1.J6.44' 8• PVC CL-200 D s2•24•10· .J80.00' .J41.SS' 8• PVC CL-200 • •uce.. H)C,\..I oe.FL..ec...,--10w c.Q..lf'Llklc::-I \\.J bC:CCIY-0AiJce Ta c:..rr--(Of-~ l:\X.l~uc. <>1",>+..1~ -'vOLUHe 1~G1-1AF,e.f". ~, 01v1<:>1oµ 10, ,:,e,:_TIOI-! i=<...4, f'.~T ,,.5 SEWER DATA ( J BEARING/DELTA RADIUS LENGTH R£MARKS 1 9'.J9'10· .J98.00' 61.05' 8" PVC 2 N .J1'01'.J2" £ 115.55' 8" PVC .J 12·21'14• .J85.00' 8.J.01' 8" PVC 4 .J8"59'27" .J85.00' 262.00' 8" PVC STORM DRAIN DATA 0 BEARING/DELTA RADIUS L£NGTH R£MARKS 1 21'26'58" .J75.00' 140 . .J9' .J6• RCP 1.J50-D 2 10•54•45• .J15.00' 91.06' .J6• RCP 1.J50 D .J 14'42'09' 375,00' 96,23' .J6• RCP 1.J50-D 4 , . 80°42'50' 1,1 10.73' 18" RCP 1.J50-D 5 14°31'16' 90,00' 2,1.81' 18" RCP 1.J50-D 6 N 84"45'54' E 6.53' 18" RCP 1.J50-D ~ S££ £NGIN££R'S STORM DRAIN NOTE: NO. 3 --- -----1--- , . I TC= CL FROM STA 25+60.97 TO 26+63.04 UNLESS OTHERWISE SHOWN TC = CL + 0.06' FROM STA 27+00.00 TO 31+00.00 •·•·· UNLESS OTHERWISE SHOWN ._· ·--0·---'- ................... • 1 · --T---- - --------------------. I ... . ...... •••••.• •••• 1 ••····· t-=. =~,---t ... ... . . ........... "' --- --------------------------------. E:¥=FE±··•·+· ... + .•• '+.C-\1C,.··· 25+72.0.J~2.00'RT SUBDMSION--BOUNDARY RE:MOVE: £ND PLUG &: CONN£CT TO EXISTING S£W£R LIN£ P£R DWG NO 42.J-7 25+60.97 8£G/N CURB, GUTTER, SIDF:WALK &: PAVING CONN£CT TO EXISTING IMPROVE:M[NTS &: R£MOVE: EXISTING BARR/CAO£ P£R DWG NO 42.J-7 25+57.60 CONN£CT TO EXISTING IMPROVEM£NTS &: R£MOVE: £XISTING BARR/CAD£ P£R DWG NO 423-7 EXISTING 8" PVC S£W£R:--...J P£R DWG NO 42.J-7 20' WIDE: LWD S£W£R-c:c-- fAS[MENT P[R DOC. 2005-0118999 R£C. FEBRUARY 1 1, 2005 I I SUBDIVISION--.__ BOUNDARY ----... I I I I .::_1":-(0"':::· I If. • . . . . . . ' 38 If. HUNSAKER & ASSOCIATES SAN DIIGO. INC PIANNING 10179 Huemek.,. Street ENGINECRING San Diego, Ca 92121 SURVEYING PH{858)558-4500· FX{858)5Sl-1414 t--+--+-- ------ ----········ --- i51',i4-+-+=· -·--,·· ·_· ~--t- ... --,---________ · __ ::: ::::::::::_::_:-:: i::---· 111 "' ~ p~ a, + + _+ u, 0) 0, ;:I !JI "' -"',lo. -~ "' 35 If. 36 -Btllt.T" DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL If. 33 ---I -- ' . ------,--,-- . ,._ ·w. E f_F JJ_ J~ -"'===== J'Ps PROFILE SCALES HORIZ. : 1 "=40' VERT. : 1"=8' 40 80 ~-----' 120 SCALE I'= 40' 31 If. 32 ENGINEER OF WORK -·~21::f;Mrc.:.llth<.✓~~-=~~~4~'=""--_ ____!a)rh R>~NO L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" -~/kd. RCE 486220 EXP. <,,l~Ja DATE OWN BY=--~~ CHKD BY: _.Gll,,.p __ RVWD BY: PROJECT NO. CT04-09 DRAWING NO. 429-2 R,\0375\~Eng\lMproveMents\0375in04.dwg[ OJAug-02-2005,13,□6 W.O. No. 2352-110 BIN : ...... 0,. ----------______ , __ _ -----------r--------------,--__ --_--+--+ ·: r•-- ----7i·p---------------- ----- • -•·•••l. ·• ·-•• - --------------------- ------- ---- ------- --· ---------------------- -- -----' ----.. -....... . --.. ----+,±,..+ -------------- Ft----f---=-----f-.--.-.-.-f-;--.-.•••f,--.-..--t-=---c-.--=---r--=--=l=l=F-=:'"-=-j~a=jcc'-:_,__"'--J;-ijl f'-t.H -i" ' L -ft ------------------; ~ccQj'fF!jff-'.;;';l¥,-.... :... •• ~--------_' -.,J16•&...+=:=+=-4=-e=-ci= •-•• i -••• -•••-• ,a-.,_ ------·-,c-.,. ------'-------•---Q!Qg_-... -~;+ Cf$, ------•---·-----•--••--CJ5.•-,:_ -----~L~-• - + •• 1 --• • 1 -j •••--fl•• __ _ ----------,-----==+ :::..::----- CENTERLINE DATA ( J BEARING/DE:LTA RADIUS LENGTH R£MARKS I 16"J5'50" J85.00' "/.5J' 2 N J6'55'00" W 176.46' J N J6'55'00" W 15.15' 4 J4'52'00" J00.00' 182.56' 5 N 2'0J'OO" W 14.JO' CURB DATA □ B£ARING/D£LTA RADIUS L£NGTH REMARKS I 16'J5'50" J68.00' 106.60' 6" TYPF: G C.JtG 2 N J6"55'00" W 128.46' 6" TYPF: G C.JtG J 90'00'00" J0.00' 47.12' 6" TYPF: G C.JtG 4 84'J4'04" J0.00' 44.28' 6" TYPF: G C.JtG 5 29'26'04" Jl7.00' 162.85' 6" TYPF: G C.JtG 6 N 2·ru·oo· w 14.JO' 6" TYPF: G C.JtG 7 N 2'0J'OO" W 14.JO' 6" TYPF: G C.JtG 8 J4'52'00" 28J.00' 172.22' 6" TYPF: G C.JtG 9 N J6"55 '00 • W 191.61' 6" TYPF: G C.JtG 10 16'J5'50" 402.00' 116.45' 6" TYPF: G C.JtG WATER DATA I i BEARING/DE:LTA RADIUS L£NGTH R£MARKS I 16'J5'50" J96.00' 114.71' 8" PVC CL-150 • 2 N J6'55'00" W 165.46' 8" PVC CL-150 J N J6'55 ·oo • w 26.15' 8" PVC CL-150 4 34•52•00· 289.00' 175.87' 8" PVC CL-150 • 5 N 2·ru·oo· w 14.JO' 8" PVC CL-150 • UCe. Hlc:..H Oe.ft.ec-Tld,.1 GOL.lf'UUC::. 11-.J Aco;;>f<.~ 10 c-lT'( OF = a.ic.11-.Jeef'-I~ ':>TM--10¥,0o--JO\...L.He. ii,~~<-, PVl-blOW l'c>, -teG-TIOU l'c>ol.4, f'Af!,.T ~.,;, RECLAIMED WATER DATA I l B£ARING/DE:LTA RADIUS L£NGTH R£MARKS A 16'J5'50" 380.00' 110.08' 8" PVC CL-200 • 8 N J6'55'00" W 191.61' 8" PVC CL-200 C 34•52•00· 305.00' 185.60' 8" PVC CL-200 • D N 2·ru·oo· w 14.JO' 8" PVC CL-200 *i.Y.>e HIC.H ~lciJ CCUfUl-,lc:. II I Af'"<Of' Ot,.;.Jd:, TO <:-IT'( OF= e.ix..1~,w::.. .,,,~=-VC<.UME:. I I, 4'P-f'TE'..f<. '-' 1 0\'-116\0W 11!>, =-now ,'50<.A, f'~ e:i.'!> SEWER DATA I l B£ARING/D£LTA RADIUS L£NGTH I IJ"05'46" 385.00' 88.00' 2 J"J0'04" 385.00' 2J.5J' J N J6'55'00" W 176.46' 4 N J6'55'00" W 15.15' 5 34•52'00· J00.00' 182.56' 6 N 2·03•00· w 14.JO' STORM DRAIN DATA C) B£ARING/D£LTA RADIUS L£NGTH I l4'JO'II • J75.00' 94.92' 2 1•19•49• J75.00' 8.71' J N J6'55'00" W 187.46' 4 1.r45'26· JI0.00' 74.4J' 5 20·12•45• JI0.00' 109.36' 6 N 2"0J'oo• W 14.JO' 7 N 6Tl6'46" E 5.25' 8 N 6Tl6'46" F: 25.25' -SF:£ £NGIN£ER'S STORM DRAIN NOT£ NO. J •• S££ PROFILE FOR WAT£R TIGHT JOINTS R£MARKS R£MARKS JI/" RCP 1350-D- J!J" NCP 1350-D J6" RCP IJ50-D J6" RCP 1350-D,. J6" RCP 1350-D J6" RCP 1350-D 18" RCP 1350-0 18" RCP 1350-D ------------' . ----------------------------- 't,•Lc:± _; :r I _ -•--· 1 ----------------,----:: :-i= : : - - - -:: : - -- ---r - ---••••-·-••••••-•••-•••T 31+00 ~ ~ ..; · "' <o .,. +--+ ..., ;;;c3 ~ ., ff. 31 :ii + -..., TC = CL + 0.06' UNLESS OTHERWISE SHOWN i -~~~-~---'--"--'--'--',~~~~~ •-rt·•••·•i•••• -l--- 32+00 ~ --"' .!. ;i: -8 ::. 0 g I'< <: .., I -~~ . "' .,~ +~ ++ \il -<o ~ ...,.., -.I &l :::i --+ ~ .. . . .. s 'll ~ <o ~ -~ l8 ... c:, ;::: 1o ~ ;t; <o <o --+ .. -;:; <3 + -~ <3 ..., -..., ..., 30 ff. 29 ---- ------------------____ -_ j _-__ +-+ --+-cc> :_ -J_ ' ---------------------------· ····-····· ----------------------------------------. ------ - - -------- 33+00 39 ..., ff. + :::i 111 <o ~~ ~ 0.. :g c:, " ~ ~ Cl Q:> c; c; ...; . 0, <.ci" O'I ~ "' <o " ~ (Q to .., <o 0, c:, -+ + +-+ -+--t + ~ ~<3 + :::i :::i :::i <3 :::i ~ ..., ~ a: ff. 28 ff. 27 ff. . s 26 ESTRELLA D£ MAR ROAD 34+00 s ~ ..., --I -- 25 - -------------- c'rc----Jl==-= •••• + ••• = ... tc-....... , ••••• ;·z-_J '--------'-&u::----l=J • i••···· ·=-===--+ ---------::::_ -----i----T- 7. . -- ✓f -------------------------------....... ···-------------- - ---------------+--f--t--- &t .... -. ---------••·········· -li'l ··••-• - -• ---------------------------- -------------- -------i_____---_i_-.Jd:_:: 35+00 36+00 8 ~~ ".., I J::: "' rl!. -+~ "'g I 113 ~~ " ·Cl> r...8\,J;. ++~-;;;~E~ 23 -f--t-+--___ J __ -+--+---+ ----------- -+----+--------l- --------- -• --• ---•1 •• --- - - +--+--+------- -----:r--· . ------I J=-+-___jCC==c_ •••• •-•• r -_---·•·• -••· • -•· ·--•••+·• -+--+--+- •=+--.-.ci=--+••. t· --• -. ~·•·-··'----··••-_,__-==-+--- -~(J•-- 'l,f!,-,··"'i'· ~CO-l,.J:?'P-"7 40 0 :_::::,: :- ----+--l,Jl:;-----1-----.--+---+--+--+-_J: ------- - --------------- Je • •- HORIZ. : VERT. : 40 80 ----- SCALE I'= 40' ENGINEER Of' WORK . ······1 -------+-··· --l--- SCALES 1"=40' 1 "=81 120 ~~~,__~LJ.~<hi:~__j,£/. r/,. ... D L. MARTIN J/~o'Arf: ND. 48670 EXP. 6/30/06 24 "AS BUILT" ~¾L ~Lio EXP. 4,/30/12 DATE INSPECTOR/ ~k- DATE 1-----1--+-----------l----+--+--f-~ISHsEETl.c_l_TY~O~F~C~A~R~L~S~B-A_D~~ _ ENGINEERING DEPARTMENT ~ HUNSAKER SI/. I?. "AS-Bll!I..T" & ASSOC IA TES ~2u.-o.£c:~. o-6--l-fl!li'~,.,.M..__._,.'4'>--li'-<-cli'ev.c:...1s~e::!.JP'.!:.w!._v._. t.-u-c11-1-,o-w------+'f:=1 'fol-..--+)~c..~i,------+-----,--------c--t----i ' •" 0 ' '0 o. '"" 2-03-06 li'£M li'eYtse PWY. 1..uc11r1uN t.Wf? PIANNING 10119 Huemek.,.. Street ENGINEERING San Diego., Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-14U I DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER or WOR OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED&>" /tc:/4 -, CITY ENGINEER -. EX LLOYD B. HUBBS hl:>/~/o~ 05 ' DATE OWN BY:_~~- CHKO BY:~ RVWD BY: PROJECT NO. CT04-09 DRAWING NO. 429-2 R, \ 03 75 \ ~Eng \IM pr ave Men ts\ 03 7 Sio 05.ciw g[ 0 lAu g-02-2 005,13,09 W.O. No. 2352-110 BIN : ) 051706 i ,, :--,-..; : 111405 --. _, \ ! ..... -------------------------------------,--- TC = CL + 0.06' TC = CL + 0. 16' TC = CL + 0.06' ______ _ ' '+---+--+-+---l-t--c-±=+= ------- ----'-~-'---'---= _J ' ' cc il'+-"-+-+=+~4F--"--f,--"--f FROM STA 36+00.00 TO 36+10.16 UNLESS OTHERWISE SHOWN FROM STA 36+ 19.30 TO 36+32.80 UNLESS OTHERWISE SHOWN FROM STA 36 +41. 95 TO 41 +50. 00 tt_-__ -+--r----+~--+--+--+-~ -+--+----+-l--- UNLESS OTHERWISE SHOWN -T--+-_.,:::;,=,_T3---Y-::=--=rI2-FTI1TIID--=r=+=T~ff=Et===+~7!==FT~=E==F~•+==+===+cc•r=l==c+= -----------"--i---+--+--c== ---------E- .. ___ ;o R to -· ___ --+-~---+ __ .L,, , --------------------·-2() ·-,+,,;-~-.. ------------------------ ----------------------------------------------------------------------------------- ---------------------------------------------+---~---·_: 1·· - I __ . +ti. ,.-.---+- ----' 1 ----____ :::):::_·------------------------- --·--·· --------------f . =-----i==-----tt1Hitri¥F+t -· ,a-"-~ \.jj_ .6' v-~-;;; -+----+---+---+ ' ' ' ' ' '1 • : ,:,:c::::(IJQQ-=,_ Z• ES Vlp!)='8.Bc _ _ , -+----+- F+-J ~---~t--d~--_.;_~-s.H ••. be--.+--. -4,,-----r ... + 1 __ I r 1:__75 l\-__ .,. _j_ __ -----6 ":::::: :::::. -----······-------_________ :: +--1-! --·-··-· ------,- .... ::: ____________ ------------------::: __ ------ --T: -_::)::: - ---------...... . ••••• .. ••··••••••·••-_c·t 2 __ _ --------------------,------------ ------------,---------------<--- 1 -- _______ ::::::-, !9:· :-.::: :::::::::::::: ·--- ----------------------------------------------- i~ -•• --~ ........... rn •·· !°d;: Q• . -----. --. -. --- ----+. -. -- . . . -------·--~~ . --------------_ .. ----. -. ----. -. ' . . ---------------r 1c,-:::::: ::::::: ::::::;::::-- i;;;;;;;;;;i:~(]= :::::::· ___ ::_(: -----,-+--~+--,_ I .1, --+----1-----'-~e--== -----F- j::__j__-4==-4---4---.-=4--_____ ----•1------•••-. 1 ?ttttlf'1><~a=~- ----------__ ·:-·i_- ___ -----------· i,: ' ::: ' 'C ""l•4+_Cccc_F'S,"',"-'••-=r--+---l-=+= ------' ' -,.:::,_:::J:;:Z)ccJi,:cc ,,<':•: ) > ----------r-----·:.-7 CENTERUNE DATA I J BoARING/DEL TA RADIUS LENGTH REMARKS 1 N 2'0J'OO" W 109JJO' 2 N 2'0J'OO" W 100.69' J 41"26'oo· 350.00' 25.J. 10' 4 14'07'46" 350.00' 86 . .J1' CURB DATA □ BoARING/DELTA RADIUS LENGTH REMARKS 1 N 2·0J'oo· w 210.59' 6" TYPE G C.te 2 J1"56'07" 3.JJ.00' 185.61' 6" TYPE G C.te J 4'J7'52" JJJ.00' 26.92' 6" TYPE G CJtG 4 55".JJ'46. J67.00' 355.90' 6" TYPE G C.te 5 N 2'0J'OO" W 52.69' 6" TYPE G C.te 6 90·00·00· J0.00' 47.12' 6" TYPE G CJcG 7 90·00·00· J0.00' 47.12' 6" TYPE G CJcG 8 N 2·0J'oo· w 61.90' 6" TYPE G CJcG . . . . . - • . • ----------~--~-.......... --~ ~ ( 1 BoARING/DELTA 1 N 2'0J'OO" W 2 N 2'0J'OO" W J .J9'41'14" 4 15'52'J2" WATER DATA RADIUS LENGTH 98.90' 111.69' J61.00' 250.05' .J61.00' 100.0.J' REMARKS 8" Pvt: CL-150 8" Pvt: CL-150 8" Pvt: CL---150 8" Pvt: CL-150 • • cou IU .O.,:,:.Of'-P,..;.ic.e. -ro ClT '-( or tuoe. H\C<H P:.f'Leef!O µ f'Ui,J<'< cAl"00AD =~\\Jc, <;!f'A\.-lP-'f'.Oo -s;::,t_Uf,1 I 11 ~ t., J Clvl-O \OW 1,S ~-r,ou 1'=0lA, f'N<-T ,:,,;; ( l A 8 C RECLAIMED WATER DATA BoARING/DELTA RADIUS LENGTH REMARKS N 2·ru·oo· w 210.59' 8" Pvt: CL-200 42•15•49• J45.00' 254.49' 8" Pvt: CL-200 1J'17'56" J45.00' 80.08' 8" Pvt: CL-200 • • ,uoe:. HIG-1 oefl.Ec.1""1--1 COUf'Uwc.. u ~QA Lice TOGIT'{ OF ~-'.:,e-,.0 e;µc,11-JE.ej<'-\1.JC, <>TA\,J~Oo--..vu..ti-'\e.. 11, ~t.f':.<-, O\vlo\0-) Vo, =c-110\-J l':>O&'I, P=-r ,,,E, SEWER DATA BoARING/DELTA RADIUS LENGTH REMARKS 1 N 2·ru·oo· w 109.90' 8" PVC 2 N 2'0J'oo• W 100.69' 8" PVC J 41'26'00" 350.00' 25.J.10' 8" PVC 4 14'07'46" J/50.00' 86 • .J1' 8" PVC 0 1 2 J 4 5 6 7 ·R:fz~f'j--•-·--------··-----.•••••..... - •-••-••-··· ~t i • l r------l-~ •• : : Lee =======+--'--+•=-'--+---+------------:-_::_-_ _:_-..:..:---_-_._ ------------------•-····---------... .. -·----------. -------- •=·-' ' ' ---x-, -t---t-- 36+00 STORM DRAIN DATA 8£4RING DELTA RADIUS N 2°0J'OO" W N 2·0.J'oo· w 20·59•01 • J4().00' 21'1J'22" J4().00' 11·J9'49• J4().00' N 66'1J'OO" E N 57'57'28" E LENGTH REMARKS 97.50' J6" RCP 1.J50-0 108.09' J6" RCP 1J50-0 124.52' .J6 • RCP 1 J50-0 125.94' J6 • RCP 1 J50-0 69.21' 24" RCP 1350-0 5.26' 18" RCP 1350---D 25.75' 18" RCP 1350---0 ., ! ~!~.;;;;_;;;::;. -~" ~~~:fil~-~~ ;J!l-"-...;.;_-¥-+ ....... ....:....,14... ERIDOT C URT SEE SHEET 14 Cl: ,_ Cl: i ~~~ "'g 8 8~ "' ,_ .; ,.: ~ "2 ... -+ +~ +IJJ ~ ~a: ~ a: ~ §: " "' rt: ..., 1z1.·.-.• -.-Jz!I ---- rn -- ~~ f£::z._:jlkfJ--SFf----2 --! f11-;,<---=F0 f --, . -------- ___ ----------,----------------, ---1,:, I•• : , •_•··_--+--+-+- ____ , I eel, 1----,--- Q . ' CF'.~--==-c!=+~-+--+ Vt' 'LF - cr.±crJs ti:-'-----'------i'-'c-cF-.c=~-=+--+ -+l-t--c-+--+---4 --··· -·-······-. :·. --1------ T --+---f-·,-·,I -------i i ---'-4 __ . _--+--+="'--+=+='-l=+="-----+-----'=+-----'--+-"1-' -·---·· .. ------·-·· 1 •-·••·•••• •••·•• ••••-• •·•.•·••c~c~"~-4-!.!~!4.!.!:-l:-L+~ll=-'$~!,!k-F--i------t=t _:4 _________ , __ _ :c+-=+• + ., ;.; (:: • !1 a-2 . _ __ t-tti TTcc-= +----1------j----"+ c+-'=F--+-=-"'+-~-_c=!F-----=P"-"1'--'----l'l =M ---·--·····-- r=-H==····f'· ···=1···-c.,;J!]ta~_ ~-.~-~td••1•-:-··•;;;;1t?F:=1='1--=±----+-++~+= _____ ~_..-,"-.• =, ••• _=····-+f=o+;6"-c-·±-.f,.i~;~~~,_t-,-~~H=+~c± --------------------c-- -------1 --- -------- ----,--- ---+ •k• • 38+00 113 : ... ·. . 18 ~ "' ::i 17 It. 16 ..: I;; rt: s: ..., 0.. ESTRELLA OE MAR ROAD PROFILE SCALES - - - -l-----+----+ • ··•··· •~•••• , t 2pi :._ -------------r -- ------- lt\l, .... -••••• _-·. HORIZ. : 1 "=40' 14 15 HUNSAKER & ASSOCIATES SAN OIICO. INC PLANNING 10179 Huemek.,. Sueet ENGINEERING San Diego. U 92121 SURVEYING PH(858)SSB,4S00· FX(8SB)SS8·1414 -IND ~.~=-l_cc·-·=-J,1_ 8_{, _____ ---·-VERT. : . "-8' ! --- ---------------+----------- ------- 40 0 4,'-0 ------'ao 120 12 SCALE I'~ 40' ENGINEER OF WORK ?,,~,.I ,r',Z~ ~ND L. MARTIN R.C.E. NO. 48670 EXP. 8/30/06 "AS BUILT" ~ _,e6/to_ DATE l---t--t----------+---+---1---+----lj SH~ET I CITY OF CARLSBAD ~6 ~:=:::=:'....:===E:::N::::G::::IN::::E:::E::::Rl::::N:=G::::D::_:E:::P::::AR:::T::::M:::E::::NT:==::::::'___':~===:; IMPROVEMENT AND UT/Liff PLANS FOR: 8 <> RLM 2·03,06 HLM 2-03·0 HLM DATE INITIAL ENGINEER Of WOR ';4 -8tJilT'" Hense /JWY./LRT. LOC,9T/ONS /i'EVIS/! t?fVY./lltT. lOC!?TIONS REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED I" A--< .. ,e-4. .e-+;-i,c <A. CITY ENGINEER VR(;E 2~9 LLOYD B. HUBBS EXP 12/Jl/63°_,t~L~fiE OWN BY: ___ _ CHKD BY· GVP RVWD BY: PROJECT NO. CT04-09 DRAWING NO. 429-2 R, \ 037 5\ ~Eng \l Mp rove Men ts\ 03 7510 06.ciw g[ OlAug-02-20 05, 13, 11 W.O. No. 2352-110 BIN : ) • 051706 , 111405'1 ,_. ., , __ J -0,. --------- -----1-- ----------___ I ___ - -------, -- 1------+-+-• .. •• .................... •• .. +--0--f---.J.=1='-=4=++4.c4~PF+:::+ ----r ' r:: .. +-+-=+='+=+==E --+-+ --+--+ _ .... ~ .. ,_ .... -+---+--+--+--t j=J:=Jc • ~ I S::J~: --+--+---+-+--+-----,---+--'---+-+-fee=. -_.;;c~; ______ r =, - ---------------------- --- -------------------------------- c~--+---+-.... ~•• .. ••i-t ..•• ( ... 1 F-+3-=f=o=c-+=+=+'±=t~--=~l t--+---t--+---+--+--+--+---+-~-i +--•••.•• b4. : __ :::[~~----,------, __ - ' --+---+_ ...... -+.. ..1 • -----------,-·--------------' -- - ---l----l-'-' 1 • 1T~O .. +-+ --+-< 2~t • --t--t- 1i=-+=0==+--.±== ~·----t-c-cl i .... ...... • ...... t r•• .... ~i= ........ T ......... =• r-t-=c----t-~-;-----.c-=1c=--=======1=ct==--t-.=+------=l-~-+=+-r==+-c±c~+--= ...... -+ ... -.c+Z.1(}-~••• .... +=~~r±=F~if:~~b,, ....... T···· ............... I"+•· •= ...... ~±~cc L....,.-'"'t-,,1-= ¥ ,--:: I : .... ____ ---. - - - .. ~ ---·-·-·····------ --------------------.. - -------------------......... 2 .. 1,54• .... . ·- 1..... ..--+--+-........ : ::: •• •• :._ ::::· •• :: : .. --+-+---+--+--+-:-:-.... _:_I ____ --------:::___ ---: ::: ____ -_::-:-_ f:: __ ::: ::_:_-.. /' •= .... C/=e+-==+--+-"==c;__-+-=i----l-___ _ ----------------------__ ::---?:r=:- .... +-.. -+-I-+-.... -.... + .. -.... -'.-.... -+--< ~--t-F-+-c+=f-'=J"---+.=CJ=c.;__-+--+-"~F +--+--+ ~=-+--+==~±=.,.----+-cc+=+ ------::::--: _____ :_ ----------------.. +---+---t--+ ----------------------,- ...... --. ------------ -----·-···---------' --- -----. --- -- -- ...... ;.:• ~ ' ----- ---------··. l- TC = CL + 0.06' UNLESS OTHERWISE SHOWN .......... ••'••H l ----·--··---------t-~-+-- -::: :: _::-:::::::t _- ___ l __ ---: --: : T -:-- ---_-_] __ -__ ------- ~--~-, ---•~~_,:J-r·~= = . ::-: -:==--- .. : .. ::•• ....... f --:::: ===:==l-· .... i .. -i-:::--+-.... -...... -.. ---=--+-T-.-.. -: : :-::::f_: +-+- i=-i=-.t=-.t==--i=c .. L . ---- ------------------- --------. - ---------~~F-.:C .... = ...... E .. ± .... = .... ± .. =---__ -----+--- ! 1----1---:=-:--+-F _=--1--=i=-+--+--+'-'-F+--.._ '+ -= -j"l cc= cc'--tcl--..~Tc;.-..= -i;=-+=••1• ·•~:: r +--........ -.1-.... +-l_ ... -.-++---~_-_-:_-_+,-=-j -:=:~--,---!•==.. F, ••.. . ..•.• j'"• ~ .•. = ••• ,'--.. -~;,!' .. ~ .. = ••• = •. = .. !-. '--••• + •.• c'-... +. ·=·:•-.cl .. !-.. =t= .. ,--=i--=+==+4=+-::-1 .... -+--+c+=+==-i="l ........ ............ .......... ......... I L. ,·---~· .... .},;:;;c±c===-==ct p:::±:=c=LJ==.±c.cLJ~:.:cL==.Ll=1cc..J::::::Lci.=L.:Jc=LJ::::J:c~::L.::~:.:c.=_±__;_Ll~"-'---_!__l'---'--__L~ .. __Lu.±_cc .. L .. =L± ...... = .. :::::: .. ::::::::::::1==•= .. ·+··L··=-l··1=~= .... 4 .. L .. = .... ::l .. 1= .... .____ ... 4 .... L •. ::i •• +=-•• =.=/··•L .. =• .. .____••ct=- 1.____· .. =/• .. L·=·.____·•=.f__;_-1l_I:_;fi~rs'L·=···l··1=·.____· .. =···.____t=•· .. __i··t·= ... = ..... L.=·;~LittJ~u::::±ILdc=L···•.=1= .. •···L··•·=-........ = •••• L ••• .J.j= ...... _Ll_:j.;:c:_•·•··:L····=_[~ __ i •••• .:;f1,;.-.1:.;r.:.::1d-, 1--•••• --1--.... 1--•• -+-........ ;2JI ......... ~~ .. ,t-.... ,c,I ... =.................. ...... NCr.~~ .... j HORIZ. : 1"=40' 1 II =8 t CENTERLINE DATA l J BF:ARING/DE:LTA RADIUS LENGTH REMARKS I 9•00'14• J50.00' 55.00' 2 N 66".J7'oo· w .J65. I 7' .J .Jl"ll '40. 200.00' 129.8.J' CURB DATA □ BF:ARING/DELTA RADIUS LENGTH REMARKS I 9"00'14 • .J.J.J.00' 52.J.J' 5• TYPE G C&:G 2 N 66".J7'00• W .J65.17' 5• TYPE G C&:G J .Jr11'40• 217.00' 140.87' 5• TYPE G C&:G 4 J7"11'40• 183.00' 118.80' 5• TYPE G C&:G 5 N 68".J7'oo• W .J65.17' 5• TYPE G C&:G 8 9·00'14• .J67.00' 57.67' 5• TYPE G C&:G WATER DATA { J BF:ARING/DELTA RADIUS LENGTH REMARKS 1 9·00•14• 361.00' 56.73' 8• P\-t' CL-ISO • 2 N 66°.J1°00· w 365.17' 8• P~ CL-150 .J 36"04'17• 202.00' 127. I 7' 8• Pl't; CL-150 • •U6e. HIC.H OcfLec:.TIOl-l ca.Jt°Liuc. 1'-1 ~ O• I 1Ce ,o c.t'!Y Cf' ~ e:\JG.IW~UC. -,,,.S.'-10~~-VOL.U(-1e 11, ~ '--J P\Vlb\C\-1 IS1 -cec.ncµ 1'30<-4, f'Af<..T ~!'5 RECLAIMED WATER DATA { J BEARING/DELTA RADIUS LENGTH REMARKS A 9·00'14• .J45.00' 54.22' 8• PVC CL-200 • 8 N 66"37"00• W 365.17' 8• PVC CL-200 C ,J711'40" 205.00' /.J,J.08' 8• PVC CL-200 • •Uc:e. >-IICJ-l Oc.l"L&.Li uc.. 1u~QA1 :re. -ro c:Ji11 or~ c,µ ccurD = Q-Jc.i\JU./<-1>--'G, -'.:>T.4.10~ -~2.. \ \1 Clr-\bf',ef'.. '--J PIV\-'.:>IOU l'o 1 tt.:-ncu ,So<:,,1-, f'-N"<-T ~-s SEWER DATA { ) BF:ARING/DELTA RADIUS LENGTH REMARKS 1 9·00•14• 350.00' 55.00' 8• PVC 2 N 66'37"00• W 99.20' 8• PVC .J N 66"37"00• W 259.96' 8• PVC 4 37'11'40· 200.00· 129.BJ' 8• PVC STORM DRAIN DATA C) BF:ARING/DELTA RADIUS L£NGTH REMARKS 1 9·00•14• .J40.00' 53.43' 24• RCP 1J50-0 2 N 66".J7'oo• W 12.J.97' 24• RCP 1J50-D .J N 66"37'oo· w 2J6.20' zf• RCP 1350-D 4 16"52'46. 210.00· 61.87' 2f• RCP 1350-D 5 T8"57'o.J· 210.00' 69.46' 18• RCP 1J50-D 6 N 40·57•15• E 5.26' 18• RCP IJ50-0 I I ~ ~ ~ ,. c::, <ii (0 K K i-i-i--,-. ,-. ... ... ,. H!. 1 1 VERT. : 42+00 43+00 44+00 45+00 46+00 47+00 71 .• • . . ·f • . •• s 10 9 8 7 C) ,-. ... ,-. ~I § &l ::t ,-. ::a 0 1; ~ " "' ~ ~ ~ ?lii3 &i ,-. :::: 3 t;; i<!. ~ "' ~. . . $ ~ i-i-i $ i-., "' "' ~~ ~.!..!..!. -.J 116 ... • .. ► ' . • . ~ &l ;I;~ ii: ~ ~ 1::: " ., l "' ~ Rea ,-. ., i -i-i-i-,-. i-~ ~ ~ ~cj "' ,. H!. H!. 4 J 1;Q:: ~~ ?iii3 •• .1.\ gj 'fi'i' "' ,-. go, .:5.:5.:5 $ i-r'" c:, II ,-.,-.,-. ,-. -.J .. ;l; ;I; ~ "' i1i "' "' ,-. i-i-<c <c d ,. ,. 2 8 C)"' ~di ,-. $~ 40 0 1 40 80 120 c__ __ _ SCALE 1'=40' ENGINEER OF WORK ~~~.}"~~-~.,,~-z:--_~tr~is-/4r RA, ND L. MARTIN ~DATE R.C.E:. NO. 48670 EXP. 6/30/06 "AS BUILT" 1____..e:;z,~~LL~t::1.i,~_pgo ~=~-EXP. &/30/12 DATE ESTRELLA DE MAR ROAD l-------l--+------------+---t------+----t---11 sH7En I ,c_1_TY---==o=F==c'---'A=R=L=s=s'-A-o___, ~ HUNSAKER & ASSOCIATES SAN DlfCO. INC PLANNING 10179 Huemekens S•eet ~""'IGINEERINC San Diego. Ca 92121 SURVEYING PH(858)558·4500· IX(858)558-1414 _ ENGINEERING DEPARTMENT ~ 1---+---+----------------t---t---+---t-----1 IMPROV£MENT AND UTIL/1Y PLANS FOR: LA COSTA GREENS NEIGI-IBORHOOD 1.17 R, \0 3 7 5 \~Eng\ !Mp r av eMe n ts \0 3 75io 0 7 .d w g[ 0 lAug-02-2 00 5,13,14 W.0. No. 2J52-110 BIN : ) / ,;_ .,111405' ) "-J 9. __, ~[lTI'_]l_Ji"Ecl""""IZt:CI:I=CJZI:JCJIIJITIT~~:~~T~S .. TI."'-..•• : .••• +.+-•. :.-' .. r._ ••. ----.-+-•• r •••. i[ ..... 1=f77'"TIJ+ITTI""IITT1'J_E_l;Ls[_lLisICrlTITITII'"~t"I==-l~:T--:uri~fL~ES~SjC;L~~T,+t-=ERgoi,v.:C~~1~~-T----=rcjM~~[)/~~ <:,_U~~l' 1 .,........... ......... J ............................. ·....... f •... ··· ··· 0t··+-+--+ SHOWN UNLESS OTHERWISE SHOWN ::: ___ ) ------------T- ::::1 ::--- ------7 I •i••••I_ J••· I --------------------~.= .. ±. ··=···tr=· tc- ------------ ----r---• ............... ·I . ' l=±c-+--+-+-~--::::-::::-:·=:::=:::r:::::::-: -----------~--1 --j..c._...;cc_j • • •• • •• i l---+--·f-···_···_::= .. ::: :.: .. : :::::1::=-----·····T:··· - - - ------______ ,_ +=++=I'=+ ----:::::: :::-::1 -----················ - - ------------ jc=j"=j"=t'=tc=i=i=Hc='dd==l==t/" .. =+,fjddccd-.:.,::f.....f..:.J.._..J-.=jc=f==t.4=c:==·.J=··--···.J=· •cc·••JJ1 ~±Y.E_+++=~)=-J=J==4=4dc=cd~d ... +.~= ···················~···· rc1=cctccct=t==t=t .. ------------------------------------ -----·1«ird:"'··'icc1 ___ =t=±~,;,;:. =tcct±+--±~i~:~ r ... f~:it···+.-c=cd,....,=r=.f=+--+"+'4 ______ , - 1:-·- -_-_ _(_ . f .. ---------······20·a···· ---------------- ------------------- ------------------ ----------------------------------------.- ___ ---------------- -----1 --- ••• • I T I rc;=-l--L.:C --+--+--·.c±"-d=hl'& CENTERLINE DATA r 1 BEARING/D£LTA RADIUS L£NGTT-I REMARKS I 4·04'20· 200.00' 14.21' 2 N 25"21'00" W 1?.1.70' 3 N 25"21'00" W 78.08' 4 16"15'26" JOO.DO' 85.12' 5 N 41"36'26" W 52.19' CURB DATA □ BEARING/DELTA RADIUS L£NGTT-I REMARKS I 4·04•20· 217.00' 15.42' 6" TYPE G C&G 2 N 25•21•00• W 58.57' 6" TYPE G C&G 3 N 25"21'00" W 31.21' 6" TYPE G C&G 4 6'4()'09" 283.00' 32.94' 6" TYPE G C&G 5 26"20'J5" 75.00' 34.48' 6" TYPE G C&G 6 16'45'18" 45.00' 13.16' 6" TYPE G C&G 7 N 41"J6'26" W 25.89' 6" TYPE G C&G 8 92'J5'51" 35.00' 56.56' 6" TYPE G Cd:G 9 93"01'50" 35.00' 56.83' 6" TYPE G Cd:G 10 N 41"J6'26" W t 1.14' 6" TYPE G C&G " J5"07'J9" 45.00' 27.59' 6" TYPE G C&G 12 2T05'07" 75.00' 35.45' 11• TYPE G C&G I a-12'54• 317.00' 45.45' 6" TYPE G Cd:G 14 N 25"21 •oo• W 199.78' 6" TYPE G Cd:G 15 4•04•20· 183.00' 13.01' 6" TYPE G Cd:G 16 180·00·00· 5.00' 15.71' 8" MEOW/ CURB 1. N 41"J6'26" W 42.29' 8" MEDWI CURB 18 180·00·00· 5.00' 15.71' 8" MEDWI CURB 19 N 41"J6'26" W 42.29' 8" MEDWI CURB WATER DATA I : BEARING/DELTA RADIUS LENGTT-1 REMARKS 1 5•17 •43• 202.00' 18.32' 8" PVC CL-150 • 2 N 25"21'00" W 127.84' 8" PVC CL-150 3 N 25"21'00" W 74.19' 8" PVC CL-150 4 16'15'26" ·311:00' 88.24' 8" PVC CL-150 • 5 N 41"J6'26" W 47.51' 8" PVC CL-150 6 , N J5"15'54 • W 7.80' 8" PVC CL-150 • t.= l-\l<:-1-\ OU'LeCX\ol--l COUf'UIJ<:. IU ACGG>i"O"' k: e. To <OlN Cf" ~ E:1..k:.IIJef,'i?JUC. <;,i,,.1'.JD~ -ve:>Li.ll4e_ 111 cHAf>re.1". v,OIVl~lq..J IS, =.n01-1 ,eocA I f'Al"-T !>.s RECLAIMED WATER DATA I I BEARING/DELTA RADIUS LENGTT-1 REMARKS A 4•04•20· 205.00' 14.57' 8" PVC CL-200 B N 25"21 '00" W 201.74' 8" PVC CL-200 C 16"15'26" 200.00' 56.75' 8" PVC CL-200 • D N 41'J6'26" W 43.05' 8" PVC CL-200 E N 3"2J'34• E 47.55' 8" PVC CL-200 F N 41"J6'26" W 10.00' 8" PVC CL-200 .. uoe \..\IC.I-\ QfL.ea70\,-I ""'-lf'UWc.. .:i ,t,,cCOf'ON Ke TO CITY or El-.lc:,~IJC, 01-"l-., -VOL.lW1 I IJ ~e{'!. (, OiVl?\OW 10$ 0 I 2 3 SEWER DATA 4 ( J BEARING/DELTA RADIUS LENGTT-1 REMARKS 5 1 4•04•20· 200.00' 14.21' 8" PVC 6 2 N 25"21'00" W 118.70' 8" PVC 7 i ~::,; ,__ ""l'5 -J ~a fd "' -o.j ~m -"' ~ ... -9!::t ;t • • ... ... "'- ~ fd ~ 'O -;t ... 116 C 1 ,., "' OS ~ ,_ ,._ s,. COBALT DRIVE SEE SHE 1 ,' '' ' STORM DRAIN DATA BEARING/DELTA RADIUS LENGTT-1 REMARKS 4·04'20· 210.00· 14.93' 18" RCP 1350-0 N 25'21 'oo• W 166.08' 18" RCP t 350-D N 25'21'00" W 18.42' 18" RCP 1350-0 15·75'25• 287.00' 81.43' 18" RCP 1350-0 N 41 "J/1'26" W 13.57' 18" RCP 1350-D N 48'55'51" E 10.25' 18" RCP 1350-0 N 48"2J'J4 • E 45 . .38' 18" RCP 1350-0 . . ' PAINT MEDWI NOSE Y£LLOW ,_ l" 8 " -~ !E 0: -"' " "' + 0, ... fd 5:i :g " ... + ~ ,_ l" -"' " ~ ~ 1/l ~ ~ ,__ .-, 8 l fd "' -o; 0, + 0, ... 0 ,_ .-, 8 1 ~ . • 1 .. · --~--: r-___ _ --------L----7 ----' -- 49+00 50+00 fJ r--•• ...... . ·····-...... . ' ... T············· .............. · 1 · \\', 51+00 19+85.58 POINSETTIA lANE ENO CU ~ GUTTER <I: SIDEWAU< MAfCH EXISnNG IMPROVEMENTS PER OWG 397-21 19+88.Jl PCR POINSETT/A lANE so+ 17.45~8.25' LT ESTRELU 0 45" BEND <I: m (ANGLE=45"00Wj CL INT 51+02.J1= 20+51.85 POINSETTIA UNE FOR MEDIAN AREA SEE RIGHT 50+61.24~13.86'RT= 21 +66. 1 1 POINSETTIA lANE ~oN~Y-: 8EJ'li W-~6u1ER "' CONNECT TD EXIST. WATER PER DWG 397-21 50+5J.48 11 .25" BEND <I: .TB (ANGLE=6"20'32? 50+61.07~25.37'RT= 20+77.99 POINSETTIA I.AN, '\t{~ \if "\ ENGINEER OF WORK R,~~(.if~ r/4/4:__ DATE R.C.E. NO. 46670 EXP. 6/30/06 0 -- --- ..... l . ·.t,;;Jc=c,--j---;--,c . .. . .. . .. [+--+-+-+- ____ --------:==:-==:====·=====l---=--- ----- . r·::: ::r·:- 1NGS j --------------"i PROFILE SCALES HORIZ. : VERT. : 1"=40' 1 "=81 10'x10' DETAILED PAVING PLAN -"AS BUILT" 20 40 60 ~-~~~~ e/2k SCALE 1"= 20' DATE RC~ -,,~?0 EXP. C./3,,//2, ESTRELLA DE MAR ROAD REVIEWED BY: IL 8fa1!0 .....---~c::u,._ -~ _ MEO/AN AREA INSPECTOo./ . DATE ,-.. I-,._ I SH~ET I m CITY OF CARLSBAD ENGINEERING DEPARTMENT 6 IMPROVEMENT ANO UTIL/1Y PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED ,6' I' . . LLOYD B. HUBBS 9//t> l?~.U ~ NA:!t-&(/1..7" /4.c,; ~--e: .4. ~~ 1 .. /~:f'" e-o:s oi;, RLM I l?eY/Sc PfYY./LRT. L(?C/ITIONS '11-t Id ft, I.\'-') ~LJ: --~ CITY ENGINEER i:ffcE 2211--==----o:e !2/]!705 DATE ~ . 2-(13-0ti, RLM }i\ RcY/Sc /?WY./LRT. LOCIITIONS LWP , ~ _,._ OWN BV: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE ITIAL CHKO BY, _GlLf' ~ CT04-09 429-2 REVISION DESCRIPTION RVWO BY, ENGINEER or WOR OTHER APPROVAL CITY APPROVAL R, \03 75 \&Eng\ !Mprov eMents \ 03 7 5 i o O 8. cJ wg[ 0 ]Aug-02-20 05, 13 .15 W.O. No. 2352-110 BIN : ) r - - • 051706 . ·. 111405 ()) 9. __, 0-- ----- ------------------, ----------·,:: f l2 4 ... t'-Lc'~I -------------- --------- -------.... ----- - - --------- - ' ·~~=L+===r=+=l=~~~~~.4,f-rif ...... :: ....... i : . . +--+-+.-... -+ .. -____ : ______ : __ ---__ :; i .. ::-. - .. c,•••••• T •••••••· ••••••· ...... ] .......... . :+:: ! ---------------------- CENTERLINE DATA ( 1 BEARING/DELTA RADIUS LENGIH REMARKS ' N 1"04'00" E 108.05' 2 22·45•00· 200.00· 79.41' J N 23°49'00" E 90.75' 4 #)"41'00" 200.00· 142.01' 5 N 64"30'00" E 69.58' CURB DATA □ BEARING/DELTA RADIUS LENGIH REMARKS I 90·00·00· JO.DO' 47.12' 6" TYPE G CM 2 N 1"04'00" /; 60.05' 6" TYPe G CM J 22·45'00· 220.00· 87.35' 6" TYP/; G CM 4 N 23°49'00" /; 90.75' 6" TYP/; G CM 5 #)"41'00" 220.00' 156.21' 6" TYP/; G CM 6 N 64"30'00" /; 22.71' 6" TYP/; G CM 7 89'51'00" JO.DO' 47.05' 6" TYP/; G CM 8 90·09•00· JO.DO' 47.20' 6" TYP/; G C&-G 9 N 64"30'00" E 22.44' 6" TYPe G C&-G 7( #)"41'00" 180.00' 127.81' 8" TYP/; G CM I 1 N 23°49'00" /; 90.75' 6" TYPe. G CM ' 22•45•00· 180.00' 11.47' 6" TYP/; G CM ' N 1·04•00• /; 60.05' 6" TYP/; G CM 14 90·00·00· 30.00' 47.12' 6" TYP/; G CM WATER DATA I , BEARING/DELTA RADIUS LENGTH Ra/ARKS I N 1·04•00• /; 119.05' 8" PVC CL-150 2 22•45•00· 211.00· 83.78' 8" PVC CL-150 • J N 23°49'00" /; 90.75' 8" PVC CL-150 4 #)"41'00" 211.00' 149.82' 8" PVC CL-150 • 5 N 64'30'00" /; 80.60' 8" PVC CL-150 • Uoe HIC.H ~PW GCLf'UIJC, IU t--c<;Of'-QA-~ ,oo,J\_OF CM'J,..o EUc..i~we, ,:;r",4.JQ>.f<Oo-'-'O'L.Lll'1e-11, ~ v1 O\✓ 0101...1 IE,1 SEWER DATA ( ) BEARING/DELTA RADIUS L£NGTH REJ,t\RKS ' 13"56"44" 200.00' 4-8.68' 8" P\-c 2 N 23°49'00" /; 90.75' 8" P\-c J 32"21 '26" 200.00' 112.95' 8" P\-c 4 8"19°34" 200.00' 29.06' 8'PI-C 5 N 64"30'00" /; 69.58' 8' = . . . . . . : .... 2;!J ··•••• ·••~·;,•• .... · ·· ~~~# ·5 d-..•. j,j•·· .. . =1' "' TC= CL UNLESS OTHERWISE SHOWN -----------------------------------· ······· ··~+: ------:::..:....- 7=t44=-F1<:t-F··· L ••••·••~OOr"c . .. . -.csT/Jzil.f. .••· ............ ·· ~··· ... -+-+--+---J---+--+--l---l--'-"----+'-C.-=+ ---T--- ---T- •· +-·+-+---t--cc=t=ci=l==+~·cc .. ~ ... t-I --i--c+==r-=r-= I• I•••••••••••••••••••••• ·----->-- ------------------------ --- ------ +=F,·+·· J. ------- ------------------------------ 20+00 101 -w':i -!: • + ~ ;c."' Cl:~ ~ ~w· ~2s c::, ~ c:, ~ I:! ~';'l 'c, <ti "'!at ~ 8 0 '?~ ~~ "( "' -~ ::: ::i I:::~ I ~ -~:,: Cl: -J 11: 93 ff oQ" u 'fE DR " t,10NI 2-1-92 U ff I ~ "'. ~\1,1 ~ ~ c,O \,0 ~ -~o~\\f,~ Cl ~ I::! 8 91 -e,<tf> <ti~ ~ ., i's ~~ + ~ ' . . ..... --·-----·-··------------------------------------------------ - ------ ----------- 0 22+00 °'a -102 o-ff ;i:I -~ ~ -ct: -<o :'Ii Q 0, " ~ "0, ~ 8"' -Q ... "': + r....: ~ " Ill -~ g~ to~ K ~ + + + + -d ;;; --~~ "' "' "' -"' l ~ :::i :::i <ti ..: ~-<o -'? C, --+ + + ~~ -d "' ~ 75 "' t. ff 74 103 ~ --., ., ~ "' ~ -+ + ~ d ~ ..:~ ".? ::i ~ti; ff 1- ·t·::·::·-- --:-:-r·---:-_ ------+-~-+--+-;:-·:::1;·;:·; ::-------------------------------\/f .. r· ----,----- •· L . ••••••••••••I· ---------------------- 23+00 1 ~, ff ~ frl "'~ " -., ... --...Q :::i "! + ., ~ ~ ..: ,.; l:i " ., ~ + + + ,_ + ~ ~ ~d ~ " ' ~ s .. s -~ rJ -<o ..., ~ ~ ..; " <ti ., + + + "'d ~ ~ 73 o; "i '?:I ~ "i 72 COBALT DRIVE HUNSAKER ----------1-------------- -----------1-· --+--t-l-·-··+·-----_-+ ---------::r_ __ --i-·· 106 107 {J 25+00 ~ ~~, '!> <)(,, ~}-t l~o/ -,;; 25+00.79= <Qll;t+= Ly--?:~:. •. .. "3--~18-. - • ~ I ' .... l,iJ,• ! : . --+---J , r=+ :_ -__ I __ cc--i----i---+- PROFILE SCALES HORIZ. : 1 "=40' --==--1-----=1:::::::;:::_-: -_-:-J VERT. : 1 "=8' 40 o 40 so ~o ~~--1-----=--1..!'..!'~~~j SCALE !'= 40' ENGINEER OF WORK -ti,,✓-Y'Atd RAYID L. MARTIN rfa/4L DATE R.C.E. NO. 48670 EXP. 6/30/06 .?/Jko DATE REVIEWED BY: s/2r /2u DATE l-----+--+----------+----+--+--+--11 SH9EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ :=====--====='.::::============='.....':=~ 1----+---1-------------------t---+---t---+---i IMPROV£MENT AND UTILITY PlANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.17 & ASSOCIATES SAN DIECO. INC. PLANNING 10179 Huennekens Street ENGINEERING San Diego,, Ca 92121 SURVEYING P\-!(858)558-4500· FX(858)558-1414 R, \0 3 75 \ &Eng \!Mpro v eM en ts \0 3 75io 09.ciw g[ 0JAug-02 -2 005,13,28 W.O. No. 2352-110 BIN : ) 051706 I i ' :11'1405· I 1 I / ------_: __ ------------+--·· ··•• 1 rT .aa~= =====-=---~,, :2 .... -------------- -='1==1=c···t· .. ··-·~· ~1 >-+- -----,--- =-t---t=·=·lcc--.: ___ ; ~.+---+----+- ------------ ----+ -@&ii···· ------r-- --------------,--- --------:: ____________ ---f l•••i••••••• • ...... •· F• -----------r -- ------j-----------i .. = ... CENTE.RUNE DATA J 8£ARING/D£LTA RAO/US L£NG1H REMARKS 1 N 88"58'oo• W 238.19' 2 N 88"58'oo• W 163.81' CURB DATA □ 8£AR/NG/D£LTA RAO/US L£NG1H REMARKS 1 208'11 •45• JB.00' 138.08' 8• ~£ G C&:G 2 N 80"44'15• W 50.00' 8• TYPE: G C&:G 3 28'11 •45• 100.00' 49.21' 8• /~£ G C&:G 4 N 88"58'00• W 79.92' 8• ~£ G C&:G 5 N 88"58'00• W 116.81' 6• TYPE: G C&:G 8 N 88"56'00• W 400.00' 5• TYPE: G C&:G . WATER DATA \ , 8£ARING/D£LTA RADIUS L£NG1H REMARKS 1 40·50•05• 319.50' 227.71' 8• P\!(; CL-150 • 2 N aa·s6'oo• w 115.92' 8• P~ CL-150 3 N 88"56'oo· w 174.81' 8• P~ CL-150 • CCU ,u ~ ,d C!l'-( Cf' u= rll"-<H O:.f"l...eCf\CIJ fUWC-A, ~ ~ ~µc. <:>T...WA4'-.PO-VOI..Ul--"\e. II, Cl--\~<., q1v1b\O\-.l 16, =noµ 160&4, f'N'-T -:,.s; . RECLAIMED WATER DATA ' { J 8£AR/NG/D£LTA RADIUS L£NG1H REMARKS A 3"28'51 • 1438.00' 86.41' 8• P\:'C CL-150 • • \..lee. f-\lc..H O~CW CCUf\...lU::. !IJ ACCOf<..Cl.AI ice fo ,o"!Y "'t'c:Af"J.-~ efJC<E~ll.JC. -t>T,,.,__,O~-VOLUHe. 1!1 CI-V-F'f EcR. e,1 0ty1-:,101J 15i oe,:..,1ou 15o<.4, f't,.f-T" 6. 5 SEWER DATA ( ) B£ARING/D£L TA RADIUS L£NG1H REMARKS 1 25"56'47• 308.50' 139.70' 8. P\:'C 2 N 88°56'00• W 170.73' 8. P\:'C 3 N 88"56'00• W 120.00· 8• P\:'C HUNSAKER & ASSOCIATES SAN DIEGO. INC. Pl.ANNING 10179 Huernekens Street ENGINEERING San Oiego, Ca 92121 SURVEYING PH(858)55B-4500· FX(6Sll)S58-1414 -----------------------------------------------------------------::-:-] - . ·· I +=+=+---=r==+.cc .... ~d.i:± .. cc ... = ... c ........ . TC = CL + 0.04' UNLESS OTHERWISE SHOWN --. --------- -----······ . .. . .. .. . . . 'Cl: ••••• I .. ____ ____, --- ------1----j----j--•cc-cc-a[f·· ..... '"'i' • cc ,,·.r-------------1-----------, -------------r - ···.c+··· i .. r •••• •• I __ I ....... ·t·· --~ --__ :_c --f - E=F~.r==rc+=r=+=+=c1=.t= ~~ • OP O.if] __ .2p~f •. ~ ... • ---. .... .: :: ======+--. ~fI • ff'-~ 2f:2'-... -+-. ··.·_ ••_•·· +----···+-· ···~1 •• . ......... · .c+=f-=F±=c=,~: t---t--t----j ·····1····· ----------- ------- ---- - --- -------- - --- ..... 1 ====~· ·-1-··· .. . T. ---------------,-=f'---F:t .. +·· ....... •• :::::: :: T -----~---------i . . .. . .. I· ------- - -------- -- ------------- ------- ---+--+---t- 14+19.28 £ND R£MDVAL AND R£PLAC£M£NT OF £!(!STING a• R£CLAIM£D WAT£RLJN£ 13+75.48 POINS£TTIA LAN£ CONST 1 ~ 16 XB flG T££ &: T8 2 1;;4~ 16 flGXPJ Gv'S, 1 1;;4~8" flGXPJ GV'S 2 1;;4~2• MAR 1 1;;4~2· 80 I / I / / I , Frr··· ······· ------------ ---- - 100 ~ 101 ~~ -~ ~~~ij ,::;: If j· ~ ~ ~>< <o~ II <>~~161 ~ ~ 0, 0, 8<o• •• <o c:, --~ <o ~ :;i ~ ~ :?3~ ~'ti' +-+ + J;~/51515 -... ----u ----,-...(.)"")C'\1- LIMON/TE COURT ...•• ······················•· ~!•+-~------------------- --- ---------------------------- ----------------- fi 1··. ·······2c I E. C . ......... -----........ . .... . ------ --___ )_ -----_: ---i-:-=--:.:..: -------' . :. I .::;,·•!"fl'JJ ' --l ---------•. } :c • ~ ;;= t-;\ =; ;;; :: _----==----:-:-d-~ ,::i-....... · :«J C ~+·• tt :::. -~cm- •=:j_::__J___:j____J___····__J__:· .. ---i---T___j_--________J____J_ 4 ___:______j___J5.l-j ~: • ·••••• 1-::~ -ct ·•····· ......... L ----- ---------------------- 40 :_:::: _:::: ::-_::·:::::-: :::::-:: : ::: :: ::::::: :-::,: - - -----------_:-:---:-:t:: -_ ------ ---------' --····-···· ··-... . . ' ------------- ------------------------.' . -----------::::t :::: : : M~i~: _: ;~-~ ~ ---I ----i-:~~: : -----------,-- 7()- I ' .• =1=.~c ~1 ~;•, • ~~ .. ~ . . . lt "'1>-T . • if ri ,-., .,.:c. 11c .. :c .. *·=--.d.O•.· .. ~ . . •' · i~i T. ------------ - ---------------- ----------------------- --- -----------,-· ..... SCALES HORIZ. : 1 "=40' VERT. : 1 "=8' 0 40 80 120 ---- SCALE I'= 40' ENGINEER OF WORK ~.✓~~..±, R/OND L. MARTIN R.C.E. NO. 48670 EXP. 8/30/06 1----+---+-----------------+---+---1---+----< IMPROVEMENT AND UTfL/1Y PLANS FOR: DATE INITIAL ENGINEER or WOR DATE INITIAL DATE ITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.17 OWN BY:~~~- CHKD BY: C.VP RVWO BY: PROJECT NO. CT04-09 DRAWING NO. 429-2 R•\0375\~Eng \lMproveMents\03751010 ciwg[ 0JAug-02-2005,13,34 W.O. No. 2J52-110 BIN : ) I 051706 ) ... 0 9. ... .. ------------------------------------ .::::.~: .. :::.;::::: .. ::-:._: .. _ .. :+_ :_: .:--". -+---C----+-+--+--::'.-+-i -+---+--+ :_ -J - ------------- --,----- ' ------------------__ :_ i:-- ----------< --------------·------------: __ --------_:::::1_ ·-, --------------- --------------------------1------------------ -----------------------r --- , __ -------------fli')"----i---+--+--+- ···· ........ f. ·--------1--- .. _L ... ......... ······•.?5p ...... . +--+--+--· _____ :: __ --~-~:::_ t ... -------- . o .. r.-.ic=ct~~+=+cc+ - - ---------- t-+--t----·-+ .•. ~#4(} • ··• .... ~F. ···"+··• _,_.F-c2'-=l=±l ====+++• . . . ...... S>f.·-~~~~•W~"i=+=H==t~±+~!t==c[l.c. ····1··· ---------------------------- --------------------------------- --- ' ------ ----------------- ----, --..... ··•• •· ·• ..... I·· --------------------------·----------------------- -l ... . . l ----------- ------ ------------···1· ... c::, · 1 . ---t-c-.,_-i---t-· . •· • l -_-::: :::::: -::_:: :: _::,::::••·• F• ·~·· +-! -+--+=+ ······OfOF ------------------(---------T-- ---- -T - - --:-::: -::: :r·----- 1----- L --------.,.---- --__ , __ _ ---------+- --__ J __ •• •+--'--+--+---1---'.f'==c+-··-; -___ j_ I -__ J_ - PROFILE SCALES HORIZ. : ------------------------------------1-+---+--+--+-f-='-'-''F''+'"'f• ----------------~ ---::.:_-+----· :::r:: .. ... ·\ ···· .... .. ----------- • . 1 ................................... . c+=='i==+=++··~···+i •. ,. 4·· ~··· ......... . • + •• , __ -: :: :::::::::-: :::+::-~:~·=:~-:~~=~r-~:~~ ~=: VERT. : !=============.=t=L··=.···i·=.···2· ·=.···c.:= lee· ·=="'--'-=-1+--=========c.r.• ____ _ CENTERLINE DATA r J BfARING/DELTA RADIUS LENGTH REMARKS I N 88"56'00• W 96.29' 2 , 24·06'00· J00.00' 126. 19' J N 54·50•00• W 127.08' ' CURB DATA □ BfARING/DELTA RADIUS LE:NGTH RE:MARKS I N 88'56'oo• W 96.29' 6 • TYPE: G C~G 2 24·06'00• J18.00' IJJ.76' 6 • TYPE: G C~G J N 154·50•00• W 127.08' 5• TYPE: G C~ 4 208'11'4-5· JB.00' IJB.08' 5• TYPE: G C~ 5 N J6'J8'15• W 50.00' 6• TYPE: G C~G 6 28'11 •4-5• 100.00' 49.21' 5• TYPE: G C~ 7 N 54·50•00• W 17.81' 6• TYPE: G C~ 8 24•05•00· 282.00' 118.62' 5• TYPE G C~ 9 N 88'56'00• W 96.29' 5• TYPE G C~ WATER DATA { J BfARING/DELTA RADIUS LENGTH RE:MARK$ I N 88°56'00• W 96.29' 8• PVC CL-/50 2 24'06°00· 289.00' 121.56' 8• PVC CL-/50 • J N 54·50•00• W 29.J6' 8• PVC CL-/50 4 2ros•40• 200.00' 94.58' 8• PVC CL-/50 • 5 N J7'44'20• W 10.62' a• PVC CL-/50 •uoe HI.C..H DEFLEQ70I-J ca.JfU"-G IU l><:C:Of'-0~ ,o c.rrY 6F = 1:'.jJc.1\..)f':E!'-11-..lC< "'T-'-W~ -"""--1..ll-'\e. II, c:.HAf'1'cJi'-(.. 1 O\Vl~\0-J 151 =nou 1~, f'Al".T ~.6 SEWER DATA ( ) BfARING/DELTA RADIUS LENGTH REMARKS 1 N 88'56'oo• W 96.29' 8• PVC 2 24·06'00· J00.00' 12/J.19' 8• PVC J N 64'50'oo• W I 7.81' 8• PVC ' 4 20'44'J9• JOB.SO' 111.69' 8• PVC ' 5 N 44'05'21 • W 16.47' 8• PVC 6 N 69'14'08• W 65.42' 8• PVC 7 N 69'14'08• W 142.JJ' 8• PVC ' STORM DRAIN DATA 0 BfARING/DELTA RADIUS LENGTH RE:MARK$ 1 N 21'18'JJ• E 6.JJ' 18• RCP tJ5o-o• 2 26'06°05. 45.00' 20.50' 18• RCP 1J50-D• J N 47'24 'Jl:J• E 1.90' 18• RCP tJ5o-o• 4 N 67'19'01• W J9.70' 24• RCP 1:JqO-DA 5 N 69'1J'J5• W 12/J.49' 24• RCP 1-<,0-D • WA TERrlGHr JOINTS A SEE ENGINEER'S STORM DRAIN NOTE NO. J {SHEU t) --- ------ 14+00 15+00 16+00 80 77 78 81 1 82 If. Cr) If. ~ ~ ill <o 115 ~ ~ F,) " ..: c:s N !!:! c:i ~ ~ KS o,~ -;t ~ ~«>lli~;t i-;t 1 ~ti ;t i----~ti~ ;t - . '· .. -. s ti '-' -"' oi ... ~ ftl 86 85 87 88 89 LIMON/TE COURT 83 ~~ :ii :ii <o. --0, ~ -"' i-,t ,t ~d -- 8 Jt ~ :£ -~ "' .... oi ' 1- 0, i-~ &l ftl ~ ~ ,t - 18+00 -·· -· ~m t ~ ~ ,"- II-~ M <:\ t<-,' ,_ ~ t\j ~ t\j If. Ii "' ftl 8 ( ~ g: ~ " .., f ,t i--~ .t ~ ~ r,.: i' ~ 2i'ij· !;:f ~ 1-Q~ ~~--115 ~ 8 ~ ~ Cr) ftl ~ ~ ,t - ) ) ) 84 )") ) If. J0+00.00 SD TYPE F CB SAN DIEGO, INC. PLANNING 10179 Huemekens Street Et-K;INE[RING San Diego, Ca 92121 SURVEYING PH(858)5511·4SOO· FX(858)5511·1<1< ~ g ~ i-g 0 -J, ei C( ~ ~ a ~ --I "' --- ~~ ~~~ -;;; :g .., ~ ~ IQ ~ i-i-ill g 8 't ... ~ JO' SEWER EASEMEJvr TO L W:D. PER DOC. NO. 2005-01589872 REC. 8-11-05 69 SEE SHEET 13 MARCASITE PLACE 15+91.J4 MARCASITE PU.CE: 40+06.64 MH N 19 MARCASITE PLACE SEE SHEET 13 JO' PUBLIC STORM ORAIN EASE:McNr PE:R FINAL MAP J0+16.47 LWD MH NO 11-11500 40 0 40 80 120 SCALE !'= 40' ENGINEER OF WORK ~~~~~~Ati:id.~,.t:~~~~9o~A~TEr RA ND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 0AQ_ DATE INSPECTORP JAi~ DATE 1----+--+------------+---+-----+--+------i~i CITY OF CARLSBAD ~ ~L!!.J===-====E=:N:::G=IN:::E::':ER=l=NG:':::::D:::E:::PA:':R:::T:':M::':EN=T===..':~==~ 1----l----+------------------+----+---t---t----t IMPROVEMENT AND UTILITY PLANS FOR: DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.17 R• \ 03 75 \&Eng \!Mprov eMen ts\ 0 3 7 5io 1 !, dwg[ 0JAug-12-2 00 5 • 10•3 5 W.O. No. 2352-110 BIN : / ,, 1 , 1f1405 ' ) ., I -- -----•----++----t-···_···+:-:::::f ---------T-- i -----------------------L --. • ..... • " • r · ------ =+"'.=a ... ic-.1 t" ···~ .,__illS-----bg.tti~d~ =+-+t=.-::-l::..,J,--c+~::-3:'"iff,r=~t-t-c-J-t---;;F.::~=j±===~f~,Z.r=~~~::'.1-.~:~iu-ct::c,.~ct.Rij~··ci•+:•=•=••'·➔•1~··c., =· +cc+==+===r• -: ...... :::- ... "' . - - -"t . -------------------------------------l-- : ____ ---------------::::::::_-J::_: __ _ -----... !t _:::: ~~:::-- .... I.) TC = CL UNLESS OTHERWISE SHOWN I I ' . ·-----T ---. I ........... ---·-------1--- .b-J--Q •• ilf rop ·oBJ .•.•. +----, ~f. {...ff] v_u~B .. ---- -- -------- --+--··+. •-••~-+~--+2. .tt i 1~9Jae-7~ ---- ---l------···t------· ....... -- 1....c, 1 ---- --------------·-------------------------- . - -------------------- f--+-+-iFE=+-'---'--t---c.~.-+--+. -=.1=__ _ ___ _ =!=ic=r=t=i==Tcc••=••••~·•·t-:• ·-••······ ···•·········· ······•······ I ~f t· ·• ;1:.,t;;'/f.-;:;.=ic=t• T =-'+"·t:-~ ' ~+---1-+-"·-·+············· :r f ·C ---=k~~~~~~~= ... ~•tc=~. -t---~+--+-•• ·•••· •• ··••••·•· •••· •· L •• ···••• ± · 1 -,.+ .+,~ .. · · · ... ................. : ...... 1·· ------- •···•••· •·•·•••······•······•··· .... ·····• . T ·"i·~·• _ -----------f ··••··•·•·•. •·••··•·.:•.•• Cb 2 4:127 ·} -+-•• •• ~ ..•••. ••+• ••-•••-+-•·~-+-l •· T +·+-.-.--+-•• ••-1 f8£!±::t~LJB··1··· ___ *t··J··S· ~·t: .. 1.,=-E--}-tJ"··rr··i .. c··LJ~ITED~]S]cc_itr:r=□e1.2E]J;£CJ1___fTIJ~·I·z•••c! 121=LI ___ i_____tli=IT±IT=z+-mcfc~1=r~.J;II•··=t1J·•·~~···1°Th••·•E19• •~••.·-•+<;l•·=•.w·••·+-·~···u·£IZL_f_____l_Ld~~~·~··:s••·c····---···· ____ ····£···J··•·2·±:,. ____ ·· t~===...t •·•·••·••·•••· 1 •• L · ····· ·····••••••••• l ~ ------T-----,---::::::i:::-------r I r 10+00 12+00 13+00 CENTERLINE DATA [ J BEARING/DELTA RADIUS LENGTH RE:MARKS 1 N J1'1J'OO" E: 92. 11 • 2 Jo-J1 ·oo· 200.00· 106.52' J N 0'42'00" E 151.J6' CURB DATA □ BEARING/DELTA RADIUS LENGTH IRE:w.RKS 1 20711•19• 40.00' 144-.64-' 6" TYPE G C<l'G 2 N 58'24'19" E: 50.00' 6" TYPE G C<l'G J JB"58'10· 100.00' 68.01' 6" TYPE G C<kG 4 18'4-4'09" 180.00' 58.86' 6" TYPE G C<l'G 5 N 0'42'00" E 151.J6' 6" TYPE G C<l'G 6 N 0'4-2'00" E 151.J6' 6" \YPE: G C<l'G 7 JO'Jt •oo• 220.00' 117. 18' 6" TYPE: G C<l'G 8 N J1'1J'OO" E: 92. 11' 6" TYPE: G C<l'G I WATER DATA () BEARING/DELTA RADIUS LE:NGTH RE:MARKS 1 J6'JJ'18" 211.00' 1J4-.62' 8" W CL-150 ~ 2 29'01 '25• 211.00' 106.88' 8" w CL-150 ~ J N 0•42'00• E: 151.Jl' 8" RVC CL-150 ~ • ute HIC.H ~Le.C-ilo!J COUf'LlUC. IU ~~ TO or,' or" ~ e1,..IC.1\.Jt::E,f'-IW::, <:>TAIJ°"l'2-0b -~Me. JI, d-v-f'T"~c,, PIVl<;,Jc+J 1s, -=e,::;,nou 1SC<:A, f'~i ">-S ' SEWER DATA { J BEARING/DELTA RADIUS LE:NGTH RE:MARKS , J8'10'08" 200.00' 1JJ.2J' 8" Ii'~ 2 2J'40'J5" 200.00' 82.65' 8" Ii'~ J N 0·42•00• E: 151.J6' 8" RVC " ~~ '" "1 ,-· ' -2.JO 1s10~~ C---"'v,~·225 ~ ~$~~rJ:r ~~~~------:~.--ir~.~~2290~:~.~_r-r---y\ ·1. "' ---1 .... 1/, \ ;f -i~ ~· -;\ 1 fl!. 56 55 40' GENE:RAL Ur!L/1Y EASE:ME:NT PE:R FINAL MAP 10+97.JJ= 20+00.00 WTR CONST 8 8 8 FI.G TEE: & TB JI ~~8: FI.GXPJ qvs. =~2 BO ASSYS & 1 EA~2• MAR 61 11!. ~ s i --::: + Cl + ~ 1o "' . <ti :--.& ~ - 62 i' fl!. 53 --<i -- 54 63 fl!. 51 " 52 fl!. . >L•• • ••• •.:-•f • " ------_, __ _ ' .--.. -,---.............. . 14+00 40 0 49 50 -------------- ••• .• . it ..... . ··• ~•. . .. .::. . • : i"•~: .. -...• -------' --t - - 40 80 SCALE !'= 40" 120 -··· ···········+·· ' --(- ,--t-----.---1------t-· r •t-=.c-=±=..C-,➔ ---------------1 -- PROFILE SCALES HORIZ. : 1 "=40' VERT. : 1 "=8' HUNSAKER & ASSOCIATES SAM DIECO. IMC. l'V,NNING 101/9 Huemekens So ... ENGINEERING San er.ego., Ca 92121 SUR\IEYINC PH(858)558-4SOO· f)((858)558-1414 ENGINEER Of' WORK R~~~d_ s>-ks-k 1 DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ~z_~rf .r/!Jl?J RCE 'l:-Q,G 70 EXP. tf,/$t> I@-DATE REVIEWED BY: 1.1. f4,J .. DATE STORM DRAIN DATA 0 BEARING/DELTA RADIUS LE:NGTH 1 N 11'50'24" E: 45.22' 4J'26'06" 45.00' J4.11' I RE:w.RKS JO" ~p 1J50-DA + JO" ~p 1J50-DA+ FOR STORM, SEWER & WATER CONTINUATION 1---------t---1-----------1----+--+--+-~~c_n_v_o_F_C_A_R_LS_B_A_D~~ ~ ENGINEERING DEPARTMENT ~ 2 J N 58'24'19" E: 68.81' 4 N 58'24'19" E: 18.20' 5 25'48'22" 108.00' 48.64' 6 N Jl'J5'41" W 21.07' A SEE: ENGINEE:R'S STORM DRAIN NOTE NO, J •• Sff PROFILE: FOR WATER TIGHT JOINTS + PR/VA TE STORM DRAIN JO" ~p 1J50-0A + SEE SHEET 15 JO" ~P IJ50-D .. JO" ~p IJ50-D .. t8" ~P IJ50-D MARCASIT£ PLACE l-----+---t-----------------t---+---1-----+---I IMPROVEMENT AND UTILITY PlANS FOR: 2-03-06 RlM 2-03·06 RlM DATE INITIAL ENGINEER Of WOR REV/Se PWY. LOCRTIOHG HEY/SE PWY. l C!CRT/ONS REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED dY llOYD 8. HUBBS /4 .&'. ~ 4. vt:-;~ __1pl, J,.;, 5 CITY ENGINEEll7RCL r•e 127u705 ,,...-rDATE i ' DWN BY: ~~~-t CHKD BY: Gvf' RVWD BY: PROJECT NO. CT04-09 DRAWING NO, 429-2 R,\0375\&Eng\!MpcoveMents\0375ial2.ciwg[ 0lAug-02-2005,)3,51 W.O. No. 2352-1 to BIN , ' ·. .OSi706 ' ) .... I\) 9. .... 0,, .., ---r -- •I -_,_ -_-:.::::j:: ··-'-------------1 · -+--+-+'-+--+--=--=1-___ J __ - ----l ----, -- --• I +--+-----,-=--+----'.:~:~~il;=-- ·-"' ------ -'"--f--·;; .- ---------------------,- TC= CL UNLESS OTHERWISE SHOWN --------------------------------------. ---1:• --- - - ---- ----- ~ ·•-.• .•••• ! . f ;..__-. +c-+--c-i~~-'C + ••-• J . 6±=f=f4~+-----f------B+----1F+4------~4------~¼+---f=P+--4---4---4------F+4------l-=--1--¼E~+d44==+4==wITCIT~tl8t!tl=-Jtit-j---:i-H-!l:ct-· -----_± __ f----_Ji'-t-----~:18:J-:-rn-----±:::±-----br----------c±----------:1-----±-----------+--+'-----l='-l------l-----±--:1=-1.....-r~===1]~M'-'-'nTiifr& ------------I-=--+--+--+-'--+--'--+-:::: :( ------------------------------- ------------ T . ------+----+--+ • • • -F ••[ -i z ... - ----, ---- ------- tIT-It--=-h,-l~P+1:=-g1·l~J=~=m~tr:n--------t·--r---t1.t7J-211--'tJ21J2=r--r-----=r------------i------P1----------tFr--tJttJc---tL~-=-t2 F+~=--=--··t--E•-~t~=$i~t'1i11~5 ±E'7"++==tc~~=,.,. Ir-if'$...§~ ------- i -- ---1·-------------- --- ----------- ------------------ ' --l - CENTERLINE DATA r 1 BEARING/DELTA RADIUS LENGTH R£MARKS 1 N 0'42'00" E 86.28' 2 45•49•00· J00.00' 2J9.90' J N 46'J1 •oo• E 68.05' CURB DATA □ BEARING/DELTA RADIUS LE:NGTH REMARKS 1 N 0'42'00" E 86.28' 6" TYPE G C&G 2 45•49•00· J20.00' 255.89' 6" TYPE G C&G J N 4-6'J1 '00" E 16.90' 6" TYPE G C&G 4 99"29'5J" J0.00' 52.10' 6" TYPE G C&:G 5 99'29'5J" J0.00' 52.10' 6" TYPE G C&:G 6 N 46'J1 '00" E 16.90' 6" TYPE G C&:G 7 45·49•00· 280.00' 22J,90' 6' TYPE G C&:G 8 N 0'42'00" E 86.28' 6" TYPE G C&:G WATER DATA r l Bf.ARING/DELTA RADIUS LE:NGTH REMARKS 1 N 0'42'00" E 86.28' 8" PVC CL-150 2 45•4-9•00· 289.00' 2J1.10' 8" PVC CL-150 • J N 4-6'J1 '00" E 78.88' 8" PVC CL-150 • • uce.. HluH ~q_l COUFLll--t, IU =fl a-I IC e To <e<T'( OF """'--~ e'l-kC-.lue,ef'.-IUC. QT~~ -v<'UJ;-le. II, ~ r,,1 Avl61<>1-J 15, =TIOI-.J t&x.-41 f'~T e>.6 RECLAIMED WATER DATA I l Bf.ARING/DELTA RADIUS LE:NGTH REMARKS 1 4'50'40" J05.00' 25.79' 8" PVC CL-200 • 2 25"45'08" J05.00' 1J7.09' 8" PVC CL-200 • J N 4-6'J1 '00" E I/J.02' 8" PVC CL-200 • Ut£. Hl<'.4-1 Qef'Lec-T'IO!-J CCUfLIUC.. ~ ~OAi--]Ce-ro c+r--( OF ~ie,,,-0 ei..Jul~UC.. ~TAI--'~ -~i-'lE. 11, ~ ~, CN\-o\OI.J 10, oei:-T lOµ 1'50<'.A, f'""'-T <>.'3 SEWER DATA { ) BEARING/DELTA RADIUS LE:NGTH REMARKS 1 N 0'4-2'00" E .,Ji 54.50' 8" PVC 2 N 0'42'00" E ' -71.78' 8" PVC J 20'0J'52' J00.00' 105.06' 8" PVC 4 25'45'08" J00.00' 1J4.84' 8" PVC 5 N 46'J1 •oo• E 68.05' 8" PVC -r =- •••-•• •• ••••• ••••••--•••-• I ------------ --- . . • -_ .. -•···-1----·---------------- ------------ ===➔-=21 =F=+c-+c--F-.+..i_cc.i.cc .. s ... F1±=c±-+ --------------------------. -.... ·-···-···-· -·----------c----------:7 --------------------- ---------------------:i:-- .. ·-··----.!. ' 13+00 14+00 45 =_J;__J_---L__J___.._---• ••••-r-~-==__.---1'-'--' ----------------1 -- -=+"--l'---"+=-1= ..... -----· ------ 17+00 18+00 69 =+----F~------- • •·••·· ·••-•••-•···· fi •••···· j=cJ;;;___J_ __ , 8 ----Cl:: ---••· +-+---+--+-+--••••••••••• •~··• ••• • ..i;.-•• -.+--+----, f---+-+ +=+-_.__~-~--=---T---+--+-+-----4--· i .. ,,. ___ ::_ ======r= -- --- --T-- --------t-- 40 0 40 80 ---- SCALE 1'= 40' _ -.,,_,.. __ ~ ___ -'--· ----'+"--'~~; I.·.•-.-I-__j_--•ec•-)_i=J - ------- ' +--H--+ _______ t..cc---+c=c±== j ' it[J-----__ t-. -t • --1---•• 1-· _____ J-_--+-'== -----: .. .... ,.... --------.._-~-_J;__J___..___J___.___cc= ---::::::::-:::'.::::··::::J • " • --- • 1 ----, -. ' =-"-___ ---" ___ •-"1 8° --. ----------------- -1--- ----------I - --------- 1 - -----------' -------------1-- PROFILE SCALES : ---:: :t_ ---'-'== i=+-+--+--+--+- ----~J ;4 _ NC ~1~ HORIZ. : VERT_ : 1 "=40' 1"=8' 120 ENGINEER Of" WORK &t{d;/,l.a,L r/2-r/4s--~oArE R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH MARCASITE PLACE R£MARKS 1------+--+-----------+-------1--+---+----1 ~ CITY OF CARLSBAD ~ ~L.E_j===-====E=:N:::G:::IN:::E::E::Rl::NG:::::D:::E:::P:::AR::T::M::E::NT::===_':~==~ 1 12·12•52• J12.00' 66.51' 24" RCP 1J50-D 2 14'10'51" J12.00' 77.22' 24" RCP 1J50-D J N 4-6'J1 '00" E 55.84' 24" RCP 1J50-D HUNSAKER & ASSOCIATES SAN OIi.GO, INC. PLANNING 10179 Huennekens Street ENQNEERING Sa:n Diego, Ca 92121 SURVEYING PH(BSB)SSB-4500· fX(BSB)SSB-1414 9. /6 RLJ1 2·03·06 RLM 2·03·06 RLM DATE INITIAL ENGINEER or WOR .,.A -/3tllt.T" RcYl$e PWY. l0CR71C!N5 Rense PWY. lOCR7IC!N9 REVISION DESCRIPTION DATE INITIAL DATE ITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LACOSTA GREENS NEIGHBORHOOD 1.17 APPROVED(1Y' LLOYD B. HUBBS 4-+ x:.a.-4. ~~ It? /4,lo ~ CITY ENGINfilVRCE2~ EXP 127'1 /05 ' DATE • i OWN BY: ___ _ CHKO BY· Gve RVWD BY: PROJECT NO. CT04-09 DRAWING NO. 429-2 R, \03 75 \~Eng\ !Mprov eMe n ts\ 037 5 io 13.dw g [ 0JAug-02-2005, 13,59 W.O. No. 2352-110 RIN : 1f14os· I -' ) ..... _______ --7~.. • ·----------·-<··· :::::J:::-- 1 -<----- - ----------. ------------------- ·-------------- ----------------. ---- : :::-: :::-:::: -::::f:::: .. ::::. ----------------- ---------------------_. ~~ ... .. .••.. .. ... ::... : .. j::: : .... ...... 84 ~! .... ----====-=----r---f-------=-- ·•·••· a+··•·••••·•••··•••·~••··•· ct=·~-===f=f=t --------I ------- •••••... :·.· T •. L--; -----------------------------. • I -------- --------------------- ------------=---! -------+ --------------' ----------------------------- ---------------------------------· 1 .. ··1···· --------- ---- ••·rJ ---'-----I ______ , ..... !·· --- ---- -:I --:· ______ J.. t---j -~;--~-,-- --------: i ............. . _-_:_:_.-:_:_:__:_:_----:_·----t-+---l ----.---------------- ------------- ------------------------------~--------------,----------------------,--- .. I -----------------2--++++c+=tc --------------- ------,------------------- r ---------- ....... ·------1 .,, -----~- .. - ------------------------------- -- -·--~--- : ·: .;1 @· ···· ··· 1··~~H .. cJ4=±-.+F =:='-cc===-.±±=c'-='i-==ict-=:=•••."1·➔·• :•••=•=ca~•=·+·+-==~F=:=--.cl➔=----~,'!t..fcF-f.~cci=ci=~r=tc-i~!===~==~=:=+++=•+·· ·""·+··=·r· ·=·••r·•···· J •· () -_f _ ........ ··•••· • F E>t-+-+-. . ...• :: :: . : I ...... ····+-·-···=···=··4··=_=_•t:=_+T=• :4:: .= •• =.F ••• Y====t==+.• ._f',=_.+.=. _£==+===••·+· •=••·+· ••• ••···••• ······•• 1 ! •••• ... .. ....... . .... 11-:· . .c-+----t-t--c-t-± ------------:-i. .... - -------=-== =--::r_::--: =-- --t---t---t----"+---+-+-+-+--===c+=+==·=··i"-· ·=+· =,i~FFF+c+: ...... .. . ...... ' . .. . . .. . . ... I r -+----t----J-j--~ -·+r C ,-.•J"' •4E-i TC = CL + 0.04' UNLESS OTHERWISE SHOWN I I·• --------- -----+ .... Q: . .... .. . ,. H. =.,ct-.••-•••~·:_+::=•••=· =+'+=ic=c-i . ----l----- .:.i --=---~~ - ----------- - I .... 1 ..... ----- CENTERLINE DATA r J BEARING/DELTA RADIUS LENGTH REMARKS 1 N 87.~roo· E 190.89' 2 N 36"01 '00" E 99.2J' J 1704'00" 200.00' 59.57' 4 N 5.J"05'00" E . 68.66' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 8757'00" E 34.62' 6" TYPE G C&:G 2 28"11 •45• 100.00' 49.21' 6" TYPE G C&:G J N 59•45•75• E 50.00' 6" TYPE G C&:G 4 208"11'45" 38.00' 138.08' 6" TYPE G C&:G 40 5 N 8757'00" E 14J.89' 6" TYPE G C&:G IJ 20754'12" 38.00' 137.89' IJ" TYPE G C&:G 7 N 36"01 •oo• E 99.2J' 6" TYPE G C&:G 8 1704'00" 218.00' 64.94' 6" TYPE G C&:G 9 N 5J"05'oo· E 2J.22' 6" TYPE G C&:G 11 N 5J"05'00" E 21.66' 6" TYPE G C&:G 11 10'2J'12· 182.00' 32.99' 6" TYPE G C&:G 1; J4'J5'00" 100.00' 60.38' 6" TYPE G C&:G 1. N 8"06'48" E 50.00' 6" TYPE G C&:G WATER DATA { j BEARING/DELTA RADIUS LENGTH REMARKS I N 8757'00" E 70.62' 8" PVC CL-150 2 2J"20'41" J19.50' IJ0.18' 8" PVC CL-150 • J N J6"01 '00" E 125.74' 8" PVC CL-150 4 16'JJ'05" 200.51' 57.92' 8" PVC CL-150 • 5 N 5J'05'00" E 78.01' 8" PVC CL-150 • LY.:e Hlc.H ~TI0!,.1 CCl..lf'Uf,JG. IIJ ,CC.Of<-PAIJd:. -ro or-( OF ~ e.µc.Wef.l".jUC.. 0,A\,J~ -VOLUM!c ll, cH,t,,,f'f~ t.,, O\Vl,'.>ICl..l 1€,1 oe<:-noW 1<!>o&4, f'ta-1'-,~s SEWER DATA < ) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 8757'00" E 81.62' 8" PVC 2 19'26'J9" JOB.50' 104.69' 8" PVC J N J6"01 'OO"E 72.95' 8" PVC 4 N J6"0I ·oo"E 37.64' 8" PVC 5 1704'00" 200.00' 59.57' 8" PVC 6 N 5J"05'00" E 68.66' 8" PVC STORM DRAIN DATA 0 BrARING/DELTA RADIUS LENGTH REMARKS 1 N 36"01 '00" E 4/J.62' JO" RCP 1 J50-D 2 1704'00" 21J.OO' 63.45' JD" RCP 1 J50-D J N 53'05'00" E 58.16' JO" RCP 1J50-0" •• SEE PROFILE FOR WATER TIGHT JOINTS o CL INT 10+00.00= 40 SCALE 1'=40' 37+09.90 ESTRELLA OE MAR RD 40+00.00 MH NO 4 80 61+J7.52 LWD MH NO 11-11J80 10+11.00= J6+98.90 ESTRELLA DE MAR RD ' Ill I ESTRELLA DE SEE SHEET "' lS ~ "' u g "' -"' "' ·t; .,. .,; "' ... .+~ '-+ <::, () <\I PER/DOT COURT 8 -"' .,; "' ~~ 0 11-11560 12+08.2J END CAP ASSY &: I EA ~2" AVA 43 HUNSAKER & ASSOCIATES SAN DIEGO. INC PIANNINC 10179 Huennekens Street ENQNEERINC San Q;ego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)5511-1414 -: + 10+00 11+00 IO 39 OLIVINE COURT PROFILE SCALES HORIZ. : r , 5s· ++=+=~~~~ra:£. VERT. : -----== =====r=:---·-12+00 SEE SHEET 15 ESTRELLA DE MAR RD /'I I "' 40 25 12+17.47= J4+00.99 ESTRELLA OE f: 8-5 CD SCALE 1'= 40' 1--------/f. JJ+87.9 82+J8.8 58+15.6 WO MH NO 11-11370 26 12+27.47= JJ+76.99 ESTRELLA OE MAR RD ENGINEER OF WORK .~~~ R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: 1"=40' 1 "=81 120 1---+---+-------------t----t----r-,-~ ~ ~C-IT_Y~E~NG~~-f_ER_IN_f_t_E~_A~_T~_E_~ __ A_D_ ~ 1-----+---+-----------------t-----r----,-1 --1 IMPROVEMENT AND UTILITY PLANS FOR: "A!!-J3tl I t-T " /refl6c Pl'Y'Y./LRT. L(lC/fT/()l{S ,feY/Sc P/IYY./LR7. LtJC/1TIOll6 DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE ITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED tJY LLOYD fl. HUEJBS . #: ~ .:-~ LJ:z 141.,,. ~ CITY ENGINEEIV>Rct~N:" r•e t 2/JJ/il5 r DATE OWN BY:-~~-PROJECT NO. DRAWING NO. CHKO BY:. GVP Cf 04-09 429-2 itYW~ BY: R, \ 03 7 5 \~Eng\ I Mprov e Ments \ 03 7 5',ol 4. d wg[ 0lAug-02-2005,14 • 16 W.O. No. 2352-110 BIN : '. - - 0517Q6 :1f14os' l ! - . ---·. :J ..... ~ 0 -.... °' ) - ------------------------ ------ ----------,---······ .. ··-1······ ..... --~---··-··------------______ , __ _ -----------------------,-- ------ ---"'I ----------------t=---:::--:t::-:cc:::-t=F~=t=l=t=t±=i--.•.-• -------1-•• •••••-••-•• I - I ------------ ----- ·-·-----------__ :: __ ----::: J: --------------------------<---------------' ------,--------------------------:::1=--t - - -,--------------------------------,-.. T ..... ··-·-- ······L··-'.: __________ t_~ ___ ci __ ~ ___ ~ ___ t __ ~_ i=cct-=c--=i=--=--+-.. ---f-r---3=f=+c±"'F=f=f=+:--f: --: ::-- ---------------------------l=f~ .. t= ----............ ··--·---··--•------7--• -·-·-----------------------, WATER DATA f l 8£ARING/D£LTA RADIUS L£NGTH R£MARKS 1 N 60'16'35" W 8. ,,. 8" Pl-1; CL-150 2 3'07'52" 200.00' 10.93' 8" pl-j; CL-150 • J N 6J'24 '27• W 89.78' 8" Pl-1; CL 150 4 4'37'27" 200.00' 16.14' 8" pl-j; CL-150 • 5 N 58'47'00" W 94.87' 8• 10 GA CML&C 6 N 58'47'00" W 26.59' 8• 10 GA CML&C -SEWER DATA I< : 8£ARING/D£LTA RADIUS L£NGTH R£MARKS 1 N 63'24 '27" W 130.89' 8• PVC 2 N 58'47'00" W 118.63' 8" Pl-1; STORM DRAIN DATA 0 8£ARING/D£LTA RADll,JS L£NGTH R£MARKS 1 N 58'27'43" W ns 5,75' 14• RCP IJ50-D 2 N 58'27'43" W J0.89' J • RCP 1J50-D J N 63'24'27" W 102.96' J • RCP 1J50-D 4 N 58'47'oo· w 101.47' 31• RCP tJ5o-o- -S££ £NGIN££R'S STORM DRAIN NOT£ NO.J ON SH££T 1 -------1--- ...... ·······-----········· ------------------ -:::: :.:::: .:::.:::::-:. ·······•·-"'-41.'-." ------------------ - ------.;c "-8-• I ----------------_____ -;--+---+----+-+---: ----···--------,·-···· ...... , ..... _. ·-·-----------· --------r---. ----~-------;---------; ---------=-=: ==---====== -•lcccccc cc ............... 1-·••====-1----1---___:_c ---------------r -- -+--:_ ---------------_j __ _ ------- - -----T - --------------------r ---+-- -------------__ J ___ _ --+---:::: : ::::: ::: -:1: ----f ----f I ---_, -i.. 'REA E ., __ • _= -;ii If. ;+ J---·~~k~~~IE~~:---·f--'--fff~ ,---J--:---A ~ ------------ .lF '-~f's __ _ c=J=--+=±-+---l-'-+-_-__ •--""'--'--+ __ -__ -___ -_ -_ +--+---+- ••• ~l---•==-+----+----+-C--'-------l--===+-==-:~::: ---------------- ------------- 11+08.96 MARCA TYP£ 8-5 CO i 11 +09. 99 MARO.SIT£ PLACE;=/ 22+41.53 CDS3 , ' JO+OO. 00 SD 1 , TYPE 8 INLU i / 90+00. 00 WfR3 ; , ' ' I ----' ------------------------------- ---,-·-. ~ ~ I 16l~ ~;t;;i; <o !/,11ll ~ ;.~ -o -54 ,, .'. . .?'1.-1 10+97.JJ MARO.SIT£ PLAC£ lUnc'AS """" ITE PLAc SEE SHEET 12 f.:l 55 ,J2+3458 •• 1~li·1~-~ _,..-,. ----------- 0 ~ -~ J, c:i~ o't'.:g ~i ei "-Jo ~~ c,: ~~I 5l ~ ~ ~ if ~I 8 "'ij"' ?~~ ~ ~~ ;,; -... !:: ~ en ~ .,, § "' ~'31: ::iio ... Clai ·::: .,, ~ ~"' ~~ -~:§~ "I () "l If "<I ~ .<>>-~ "I ~~~~ ;!:8~ -"I :::,; ,ii " ,\ 1 )!. ~ a 0 G -J, ~ ei o; :::, 5l ~ . ~ 8 'tl :i ~ ~a I/ ' ' SEWER. WATER & STORM BE7WEEN MARCASITE PLACE & OUVINE PLACE O~HEET 14 1 :;:E /OURT , ~ 11 OUVINE COURT SEE SHEET 14 -- 10+61.59 OUV/N£ COURT 72+49.52 MH NO 23 80+72.95 LWD MH NO 11-11580 10+50. 11 OUVIN COURT TYP£ 8-5 CO 10+42.25 Ol.MN£ COURT= -92+46.42 WTR -----------"----' :_ ::1 40 0 40 80 120 SCALE 1'= 40' : :::::_-: ::J - -L -: __ -+--+----+ -4 _-;--+-----+-- PROFILE SCALES HORIZ. : 1 "=40' VERT. : 1 "=8' HUNSAKER & ASSOCIATES SAN DIECO. INC. PLANNINC 10179 Huemekem Street ENGINEERING San Diega. Ca 92121 SURVEYING PH(858)SS8-4500· FX(858)558-1414 ENGINEER OF WORK ~Q~,d~.J:"~/J..~,,d:::.~______J8/4-k R~ND L. MARTIN DATE R.C.E. NO. 48670 EXP. 8/30/08 r/4t,.;, DATE REVIEWED BY: 1 l1 _,C-=====---=-g,=-:~::::;.c:::...:...-~=======---.;:~u INSPECTOR DATE l---+---+-------------+----+---1-------1---l [3TI CITYEN~~RINf ~~~~~AD 8 DATE INITIAL ENGINEER OF WOR ¥ ,"1 S-Bt111.. r" DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT ANO UTIL/1Y PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.17 APPROVED {j LLOYD B. HUBBS ~ -& -,,<d. ~~ __H?/t:,_/-2.S: CITY ENGINEE~CU-< ~ ~YP 12/Jl,/05 ;,r" r DATE DWN BY=--~- CHKD BY: GVP RVWD BY: PROJECT NO. CT04-09 DRAWING NO. 429-2 R•\0375\~Eng\]MproveMents\0375io15,ciwg[OJAug-12-2005,10•37 W.O. No. 2.352-110 BIN : 111405 .... (J1 0 -.... 0,. ) I SEWER LA TERAL TABLE SEWER LATERAL TABLE SEWER LATERAL TABLE STREET STREET LATERAL DEPTH LENGTH DROP LAT. STREET STREET LATERAL DEPTH LENGTH DROP LAT. STREET STREET LATERAL DEPTH LENGTH DROP LAT. STATION INVERT STATION ELEV. BELOW OF TO SLOPE STATION INVERT STATION ELEV. BELOW OF TO SLOPE STATION INVERT STATION ELEV. BELOW OF TO SLOPE LOT NO. OF AT MAIN OF AT PL LATERAL AlAIN " LOT NO. OF AT MAIN OF AT PL LATERAL MAIN " LOT NO. OF AT MAIN OF AT PL LATERAL MAIN " LATERAL LATERAL PL F'S TO IE LATERAL LATERAL PL F'S TO IE LATERAL LATERAL PL F'S TO IE r----r-r-v h_Ax.JIAf!'-IE_ . .A~P' ,.,. ,___ jJ)_ [4) ,.,-. (2~,,----AT MAIN IE AT PL IE (1) (4) (2) AT MAIN IE AT PL IE (1) (4) (2) ( ,---., ' I\ . 1 ' 4,7t88.33 213.6? ,. 41t88,33 416.31 5. 60 3000 1.20 4. 92% & 63 12+91.57 207.58 12+91.57 209.63 5.50 30.00 1.20 2.83% 86 15+69.76 226.88 15+70.19 228.46 5.50 28.02 1.02 2.00% 2 4tl+f2.87 2rr.so 46+11.87 213.38 5.60 "Jrf.00 -,~ --2.21,: ' u 64 13+43.86 208.80 13+43.86 210.94 5.50 30.00 1.20 3.13% 87 15+01.64 231.08 15+02.19 232.66 5.50 28.00 1.02 2.00% J 45+45.32 210.43 45+45.32 212.23 5.65 30.00 1.20 2.00% 65 14+21.36 210.08 14+21.36 212.01 5.50 30.00 1.20 2.43% 88 14+48.64 233.89 14+48.64 235.93 5.50 28.00 1.20 3.00% 4 44+92.JO 209.55 44+92.30 211.35 5.65 J0.00 1.20 2.00% 66 14+10.63 207.46 14+70.63 210.96 5.50 30.00 1.20 7.67% 89 13+94.24 236.82 13+94.24 239.26 5.50 28.00 1.20 4.42% " -, ~-44-l.4Z2~ .208, AA 4il•il ,,.., 21n,,;n ,,;5,,; 30.00 1 ?11 2 ,,,,,.. 67 15+13.84 205.16 15+ 13.21 208.95 5.50 30.00 1.20 8.63% 90 13+39.84 239.76 13+39.84 242.21 5.50 28.00 1.20 4.46% ,-. -~ ( < ' 5.65 , '1.20 • '2.10% ' 6 44t27.45 208.45 44t27.45 210.20 J0.00 &. 68 15+54.00 203.03 15+54.00 206.06 5.50 30.00 1.20 6.10% 91 12+91.04 242.39 12+91.04 244.23 5.50 28.00 1.20 2.29% 7 'lv+57. TD 201.J(T .... ,.ro 209. Tl -5:65 '--~ '-30.Vrf -(ta--'--~'-zoor' L.J 69 16+34.16 197.97 16+34.16 199.41 5.50 30.00 .84 2.00% -02-y-12+-,f,J., ?A ,,~ l ,.., J:J.±43. ,,, A-~ ,A "·!!-2Rno .2a_ ?{){)% '-- 8 43+13.20 206.58 43+13.20 208.29 5.66 J0.00 70 16+81.72 194.50 16+81.72 196.52 5.50 30.00 1.20 ( ' 93 fft66.64 245.88 llt-66.'64 ' 247.72 5.50 28.00 ' 1.18 -2.36% '& 1.11 2.00% 2.73% 9 42+65.60 203.60 42+65.60 206.05 5.50 J0.00 1.20 4.17% 71 17+33.35 191.15 17+33.35 194.41 5.50 30.00 1.20 6.87% ~'g-f rf+~-S:« -z4fi.= n+46.64 -f~~ 5.50 -:8.oo T.20 2.Jd~ 1..7 10 42+16.JO 200.39 42+16.30 203.12 5.50 30.00 1.20 5.10% 72 23+98.15 215.25 23+98.96 218.68 5.50 30.00 1.20 7.43% 95 10+99.42 247.58 10+98.52 249.53 5.50 28.17 1.20 2.66% 11 41+70.73 197.42 41+70.lJ 200.41 5.50 30.00 1.20 5.97% 73 22+86.31 224.80 22+86.31 226.85 5.50 30.00 1.20 2.83% 96 10+55.03 248.70 10+49.17 250.85 5.50 33.32 1.20 2.86% 1 '2 !I, 1 -~ 2J. ""' M',JR "+"' AA , ~ 197..BI-----. "5Q ~-_JO.OQ 1.2n . ,6.83%.. ,---74 -22cf.11 "' ?l1,.''if; 22+1' "' "".21 .5. ,;n 30.00 1.20 ,543% 97 9+94,69 250.31 40+18.98 CDS 252.84 5.50 47.61 1.20 2.79% C 13 40t70. 93 190.90 40t7(), 93 194.18 5.50 3d.oo, 1.20 " 193.% "Lt ( " 75 13t05.76 241.58 l3t05. 76 ·iJ.687 -,. 5.50 -, '28,00 • 1.20 ' " 3. 2{% ~ 98 9+77,89 250,52 40+14.32 CDS 252.97 5.50 45.53 1.20 2.15% ,___.,.,.< 4D+olf:5g ~,a-T.14 40+08:5'9 190.77 5."Srf 30-:orr' I,., 7.2() ...... s:,Ci~ I---,, lo' -13+80.28 23/.58 13+80.28~ 40]]9 -s:sa :tl!JJa ~ r.20 -4-:00A 99 10+46.47 248.92 41+74.22 CDS 251.25 5.50 39.60 1.20 2.85% 15 39+47.02 184.70 39+47.81 187.15 5.50 J0,00 1.20 4.17% 77 14+31.09 234.84 14+31.09 237.00 5.50 28.00 1.20 3.43% 100 10+94.42 247.70 42+22.21 cos 249.79 5.50 28.62 1.20 3.11% 16 39+00.48 182.41 39+00,43 184.18 5.66 30.00 1.17 2.00% 78 14+81.05 232.14 14+81.05 233.95 5.50 28,00 1.20 2.18% 101 11+83.86 245.43 11+83.86 247.26 5.50 28.00 1.20 2.25% 17 38+56.71 180.25 38+56,63 181.83 5.65 30,00 .98 2.00% 79 15+27.86 229.46 15+28.02 231.07 5.50 28,00 1.05 2.00% 102 21+88.47 233.64 21+88.47 236.26 5.50 30.00 1.20 4.73% ..,.---18.-.,----,..U)J-48. "" l.74 01 ffU4RO" -17." A, ,; "" 18.0/L /?O ? 80 15+74.30 226.60 15+14.36 228.23 5.50 28.00 1.07 2.00% 103 22+45.81 228.46 22+45.81 230.87 5.50 J0.00 1.20 4.03% < ~ 1 19 IOt99.J4 /15. 78 'lot5B.40CP.t 171.57 5.50' 37.67 (.O'o ' 2.10% 81 16+21.37 223.71 16+20.56 225.42 5.50 28.01 1.15 2.00% 104 23+01.80 223.38 23+02.03 225.39 5.50 30.00 1.20 2.l0JI '20 rr+ig:29-}76'.o, 2115 f:6'§ 'Cv: ,1u:g9 --5:50 --55_lf,f 1.20 :t.OOJ: 82 16+69.18 220.77 16+70.38 222.37 5.50 29.38 1.01 2.00% 105 23+43.41 219.64 23+43.41 222.06 5.50 30.00 1.20 4.07% 21 11+43.27 175.91 11+50.26 177.81 5.67 34.93 1.20 2.00% . .JH /7+?1 ro ?fl.SL 17+21 "" "..19.23 5 ,;n JR ,,,, 91 ? 111)% 106 23+80.51 216.29 23+80.51 219.55 5.50 30.00 1.20 6.87% 22 11+01.08 175.06 11+02.89 176.83 5.10 28.67 1.20 2.00% C ( 84, .!7t59.'5"5 215'o4 22'tl500CP5 21126 5.so' '',;f!.BO 1.20' 2.1, o/, " ~ ~ . 107 24+34.44 214.89 24+34.44 217.18 5.50 30.00 1.20 3.63% , 0 23 10+53.08 174.11 10+53.08 175.87 5.67 28.00 1.20 2.00% 85 16+46. 1.r Z22.18 2V+O~OCDS 22J.95 5.50 28.19 1.18 2.00% 24 35+12.50 164.67 35+12.50 167.88 5.50 30.00 1.20 6.70% 25 34+26.26 161.05 34+26.26 164.10 5.50 30.00 1.20 6.17% 26 33+51.98 156.35 33+51.98 160.97 5.50 30.00 1.20 11.40% CL PL LENGTH OF U.TERAL 27 33+02.97 152.07 33+02.97 157.17 5.50 30.00 1.20 13.00% LEU~ADIA WASTEWATER DISTRICT SUMMARY TADLE FOR NEW SEWER MAIN 28 32+50.06 147.45 32+50.06 152.39 5.50 30.00 1.20 12.47% TC 29 31+99.49 143.04 31+99.49 147.82 5.50 J0.00 1.20 11.93% MANHOLE UPS MH PIPE PIP! PIPE SLOPE L<XA770N OF MANHOLE fADDRESSl MH RIM EL. MH INVERT MH ou>TH '. "2. NO. OF LINES ID NUMBER COORDINATES' 7.N(.f-Sfo D , JO 31+50.18 138.46 31+50.18 143.36 5.50 30.00 1.20 12.33% LENGTH DIA. MATERIAL UPSTREAM DOWNSTREAM (FEET) rif-iri (FEET) 'nRP, SMTJ THROUGH MH 31 31+00.64 133.58 31+00.64 138.31 5.50 30.00 1.20 11.76% UPS OWN X y (FEET) (IN.) (Jr) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS OWN UPS OWN UPS OWN UPS OWN UPS OWN --~ 32 30+51.05 128.69 30+51.05 132.36 5.50 30.00 1.20 8.23% IT-11350 TO EX 6251306.5 1984071.9 263.61 6 PVC 0.80% ESTRELLA. DE MAR ROAD ESTRELLA. DE MAR ROAD ENO PLUG '15.2' N/A 107.6' 105.51 6.58 N/A STD N/A 2 N/A 11-11360 TO 11-'1350 6251263.1 198440Z2 346.00 6 PVC 9.86% ESTRELLA. DE MAR ROAD ESTRELLA. DE MAR ROAD 1511116.26 142Jll 107.8' 9.96 6.36 STD STD 2 2 JJ 30+01.42 123.80 30+01.42 126.40 5.50 30.00 1.20 4.67% 11 11370 TO 11-1T360 6251143.6 1984567.5 195.99 6 PVC 6.74% ESTRELLA. DE MAR ROAD ESTRELLA. DE MAR ROAD 167. 151.96 159.3, 142.2D 6.36 9.76 STD STD 3 2 soi DEPTH BELOW PL 34 29+52.48 118.98 29+52.48 120.67 5.64 J0.00 1.09 2.00% 11-11380 TO 11-11370 6251070.1 1984873.2 317.91 6 PVC 4.21% ESTRELLA. DE MAR ROAD ESTRELLA. DE MAR ROAD 161."' 167.68 172.6 159.52 6.16 6.16 STD STD 3 3 11-11390 199.2' e TO 11-11380 6250970.7 1965202.1 349.79 8 PVC 4.94% ESTRELLA. DE MAR ROAD ESTRELLA. DE MAR ROAD 161.05 190.3 173.09 6.86 7.96 STD STD 3 3 I 35 29+03.93 114.19 29+03.93 115.97 5.65 30.00 1.18 2.00% 11-11400 TO 11-11390 6250762.6 1965322.6 238.51 6 PVC 6.56% ESTRELLA. DE MAR ROAD ESTRELLA. DE MAR ROAD 213.4' 7.16 STD --~ 199.22 206.2. 190.5• 6.66 STD 2 3 2% t,t!N 36 28+55.21 109.39 28+55.21 112.23 5.50 30.00 1.20 5.47% 11 11410 TO 11-'1400 6250520.4 1965427.5 259.96 6 PVC 1.68% ESTRELLA DE MAR ROAD ESTRELLA. DE MAR ROAD 217.9, 213.40 210.8 1206."-7.16 6.96 STD STD 2 2 1.0' MIN 37 28+07.48 107.45 28+07.48 109.20 5.65 30.00 1.15 2.00% 11-11420 TO 11-'1410 6250368.3 1985632.7 258.74 8 PVC 1.21% ESTRELLA DE MAR ROAD ESTRELLA. DE MAR ROAD 221.8 217.97 214.1 211.0 1 Z68 6.96 STD STD 2 2 11 11430 TO 11 11440 6250157.8 1985373.5 246.38 6 PVC 9.04% STREET "A" STREET ii" 245.11 224.26 237.9, 215.5• 7.16 8.76 STD STD 2 1 38 27+98.20 107.38 21+98.20 107.38 5.66 J0.00 0.76 2.00% 11-11440 TO 11-11420 6250280.2 1985588.3 94.64 6 PVC 1.00X STREU ')I" STREET ')I• 224.2' 221.83 215.J 214.3, 6.96 7.48 STD STD 2 2 ,, 39 11+48.42 161.96 11+48.42 163,43 5.61 28.00 0.91 2.00% '1 11450 TO 11-11460 6249896.3 1985398.9 306.43 8 PVC 2.54% STREET "B" STREET "B" 257.9• 250.05 250.8 43.05 7.08 7.00 STD STD 1 2 DROP TO MAIN '1 11460 TO '1 11470 6250196.7 1985234. 1 212.29 6 PVC 5.37% STREET "B" STREET "B" 50.0' 236.45 242.8 31.45 7.20 7.00 STD STD 2 2 ,,, '' ,,., · ~,, 07 " "..5._1.36._,,.-'--.,,..?lrf"J 166.23 5.54 }).2.9 1 n~ ,_2,~ ~ 11 11470 TO 11 11480 6250412.9 1985230.0 268.16 8 PVC 6.13% STREET "B" STREET "B" 238. ~~ 221.81 231.2 14.81 17.20 7.00 STD STD 2 2 ;<_ j ' 41, f0f0L~0, "7· -;~ 2ft29.33CP, l6'l85 ,11.so 11 11480 TO 11-11490 6250652.9 1985117.6 61.42 8 PVC 15.79:f STREET "B" PUBLIC UTILITY EASEMENT 222.7 209.97 214.61 04.91 7.20 5.06 STD STD 2 2 ef,; ~~ 5.SQ I. 21 ,2.91% 11-11490 TO 11 11500 6250714.1 1965094.4 136.33 6 PVC 2.58JC PUBLIC UTILITY EASEMENT STREET •c• 209.9. 208.10 204.71 01.14 5.26 6.96 STD STD 2 3 . 10+00:42'' ~ 42 ~166.8l e1+61.42 CD: 169.27 7.07 -63.1/l_, 1.20 -~2.00:t 11 11510 TO 11 11520 0 6250716.5 1984476.8 118.00 6 PVC 1.73:f STREET •c• STREET •c• 212.2 1 210.58 205_,. 03.24 zoo 7.38 STD STD 1 2 TYPICAL U.TERAL ELEY,1TION 43 9+97.28 166.89 ?/+69.34 co. 169.26 7.25 58.42 1.20 2.00% 11 11530 TO 11 11520 6250826.7 1964859.5 284.51 8 PVC 2.64:f STREET •c• STREU •c• ~ 211.<, 210.58 210.3, c,02.84 zoo 7.74 STD STD 1 3 NTS 11-11540 TO 11-11500 6250826.9 1984869.5 172.84 8 PVC 5.32:f STREET ·c• STREU •c• 211.3, 208.10 210.3· c,01.14 7.00 6.96 STD STD 1 2 44 9+93.48 167.00 22+32.62 co. 169.75 5.50 27.14 2.21 2.00% 11-11500 TO I 1 11550 6250847.2 1985043.9 130.84 8 PVC 6.43:f STREET "C· STREET •c• 208. ,. 199.94 200.•· 191.40 7.16 8.54 STD STD 3 2 45 16+03.63 200.19 16+03.63 201.72 5.54 30.00 .93 2.00% 11 11550 TO 11 11400 6250921.3 1985155.3 64.05 8 PVC 2.76:f STREET •c• ESTRELLA. OE MAR ROAD 199.9· 199.22 191.n•/90,56 8.74 8.66 STD STD 2 3 11 11560 TO 11-11380 6251253.7 1984897.4 186,31 6 PVC 2.00X STREET 'fr ESTRELLA. DE MAR ROAD 183.5-181.05 176.7 173.09 6.83 7.96 STD STD 1 3 NOTES: 46 15+J4.81 204.05 15+28.9J 207.94 5.50 J0.00 1.20 7.9J% 11 11570 TO 11 11580 6250982.0 1984J94.5 72.95 6 PVC 2.64:f STREIT "t" STREET "E" 174.81 172.11 167.0 165.25 7.81 6.86 STD STD 1 3 CONTRACTOR SHALL CONSTRUCT U.TERALS WITH 47 14+76.41 207.15 14+76.41 210.75 5.50 30.00 1.20 8.00% 11 11580 TO 11 11590 6251024.9 1984453.5 37,64 8 PVC 4.19:f STREET "E" STREET "E" 172. 1 I 170.65 165.0 163.64 7.06 7.01 STD STD 3 2 PRESCRIBED SLOPE ANO DROP TO MAIN. 11-11590 TO 11 11370 6251047.1 1984483.9 128.23 6 PVC 3.16:f STREU "E" ESTRELLA. OE MAR ROAD 170.6 16Z68 159.52 7.21 6.16 STD 2 3 163.4 STD 48 14+29.21 209.66 14+29.21 211.93 5.50 30.00 1.20 3.57% 11 11520 TO 11-11600 6250806.4 1984573.6 125.89 6 PVC 1.00X STREET •c• PUBLIC UTILITY EASEMENT 210.5 212.40 202.6 1?01.3, 7.94 11.0J STD STD 3 2 49 13+49.24 208.94 13+49.24 211.10 5.50 30.00 1.20 3.20% 11-11600 TO 11 11580 6250923.5 1984514.9 61.38 8 PVC 40.64:f PUBLIC UTILITY EASEMENT STREET "E" 209.3 172.11 201.1 164.95 11.2 7.15 STD STD 2 3 r--- 50 13+02.57 207.71 ---"-.. 13+02.57 209.76 5.50 30.00 1.20 2.83% Ir'~'~ 51 12+52.64 206.39 12+52.64 208.35 5.50 30.00 1.20 2.53% {fr-" L, <'l 52 12+08.00 205.21 12+08.00 207.01 5.58 30.00 1.20 2.00% .~ SJ 11+69.44 204.20 11+69.44 206.0J 5.50 30.00 1.20 2.10% NO. 48870 ~ . ~ 'I\ EXP. 8/30/J,tj l 54 11+28.05 203.10 11+28.05 205'.35 5.50 30.00 1.20 3.50% ~ .r-,v1\ q. ,-. 55 10+84.00 203.36 10+83.03 205.16 5.73 30.16 1.20 2.00% -~#, < 56 10+40.00 204.03 10+41.92 206.01 5.50 35.83 1.20 2.18% 57 10+14.25 204.64 40+04.00 CD 206.69 5.50 49.43 1.20 2.72% ENGINEER Of WORK 58 9+96,87 204.96 40+52,54 co. 206.80 6.46 48.26 0.87 2.00% 59 9+99.43 204.91 40+60.54 CD 207.91 5.50 43.62 0.85 4.13% ~ k"'24~t:; ~¼r 60 11+48.44 203.64 11+48.44 205.60 5.50 30.00 1.20 2.53% RA ONO L MARTIN DATE 61 12+12.64 205.34 12+12.64 207.20 5.50 30.00 1.20 2.20% 62 12+57.64 206.53 12+57.64 208.51 5.50 30.00 1.20 2.60% R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" ) R~~6~P:2::f:LI~ .0/m DATE REVIEWED BY: I& ahtli) ___,~A -- INSPECTOR./ ' ' DATE ~ CITY OF CARLSBAD m 6 ENGINEERING DEPARTMENT 6 IMPROVEMENT AND UTILITY PLANS FOR: BENCH MARK IMPORTANT NOTICE LA COSTA GREENS NEIGHBORHOOD 1.17 DESCRIPTION: BRASS DISC IN WELL MONUMENT SECTION 4216/4217 OF THE GOVERNMENT CODE HUNSAKER (S.D. CO. CONTROL PT. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE R1600-288+89 EC) ISSUED BEFORE A PERMIT TO £X'C4VATE Will BE APPROVED QY LLOYD B. HUBBS & ASSOCIATES L<XATION: ON EL CAMINO REAL. 2. 63 Ml. VALID. FOR YOUR DJGALERT I.D, NUMBER CALL 8/10 .ot-M c\ "A!f-/3ll!L T ., &,/4 '< :o&-o'. ~~ ....lif?_,&,/o S NL 'Y FROM L4 COSTA AVENUE UNDERGROUND SERVICE ALERT AT: e 03-0G HLM "" /?Ei'ISE SEfYEI? LHTEl(RL TRBLE !UIJ/o'-~!) -,~: -~ CITY ENGINEEROic:E 23~• /Pl,31/05 'DATE SAN DIEGO. INC --.,.-. RECORD FROM: NORTH COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 2-03-0G KLM 11\KEYISI! SEWEH l/771.'l{RL TR8le LIYP OWN BY: I PROJECT NO. I DATE ~,IT(AL DRAWING NO. PLANNING 10179 Huennekens Street DATE INIT(AL DATE INIT(AL CHKD BY• MP CT04-09 429-2 ENGINEERING San Diego, Ca 92121 TWO WORKING DAl'S BEFORE YOU DIG ENG(NEER or WORI REVISION DESCRIPTION RVWD BY: ELEVATION: 311.41 NGVD 1929 OTHER APPROVAL CITY APPROVAL SURVEYING PH(858)558-4SOO· FX(858)558-1414 R:\037 5 \~Eng\ I Mprov e Men ts \03 7 5iul6.ci wg[ 0 J Aug-02-2005, 12, 4 4 W.O. No. 2352-110 BIN : '