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HomeMy WebLinkAboutDWG 406-7; CT 02-22; LA COSTA GREENS NEIGHBORHOOD 1.09; 01-09GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SIT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE f.NGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FDR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE: OF INSURANCE MUST BE FlLED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE. MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE. OF LIABILITY. THE INSURANCE COMPANY WRITING THE POUCY MUST HAVE A FIA77NG OF "l. • AND A SIZE. CATE.GORY OF CLASS V AS E.STABLJSHE:D BY "BESTS" KE.Y RATING GUIDE.. 5. NO WORK SHALL BE COMME.NCED UNTIL ALL PERMITS HAVE BEEN OBTA!NED FROM THE. CITY AND OTHER APPROPRIATE AGENCIES. 6. RE:I/ISION OF THESE PLANS /MY BE. REQUIRED IF THE PROPOSE.D IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE. SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY 1HE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY 1HE ENGINEER-OF-WORK PRIOR TO F1NAL ACCEPTANCE OF THE WORK BY 1HE Cln'. 10. ACCESS FOR F1RE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. " 11. WHERE TRENCHES ARE WITHIN CITY fASEMENTS. A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEE.T, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITT£D BY A PROFESSIONAL ENGINEER OF Tl-/£ STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF RELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL 8£ IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF 1HE FIELD TE.STS. 12. A PRECQNSTR!JC11QN MfUING SHA/ l BE HE! Q AT THE SITE PRIOR m IHf BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVl;S RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TE.STING AND ALL OTHER A5P£CTS OF TH£ WORK. THE CONTRACTOR SHALL SCHEDULE 1HE MEETING THROUGH THE PERMIT CLERK(4J8-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STAR17NG CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEE.TING WILL BE MADE BY CALLING 1HE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 4JB-J891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON 1Hf DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUE.ST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR lWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR Sr/ALL DESIGN, CONSTRUCT AND MAINTAJN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HFALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITl7NG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR 01HER 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 INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEP1H AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTABI ISHE;D BY THE CQNSTfflJCDQN SAFITY QRQFRS T/Tl E S CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINf:ER AT THE CONTRACTORS EXPENSE:. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITT£D TO 7Hf INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCE:$ ARI; DISCOVERED WITHIN Alf( WORK ZONE DURING CONSTRUCTION, OPERATIONS W/f l CEAS£ /MMEDIATEl Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DG SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP. REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPM£NT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET £/\CH DAY, MONDAY THRU FRIDAY AND NO £AR1HMOV/NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLJDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE. HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY £NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1Hf HAUL ROUTE QR AD,tACENT STREETS AS A RESULT OE THE GRADING OPERA 170N. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCA770N OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE. AVAILABLE RECORDS. ATTENTION IS CALLED TO Tr/£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFRCIENTI.Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT 1HE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILmES AND SHALL COORDINATE WORK Wl1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&:E PACIFIC BELL ADELPHIA COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER &: RECLAIMED WATE.R) HUNSAKER & ASSOCIATES SAN DIEGO, !NC. PLANNING 10179 Huetinekem Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 1-800-422-41 JJ (760)660-7J4J (800)892-0123 (780)438-7741 (760)434-2980 (760)438-2722 STREET NOTES ENGINEER'S NOTES ENGINEER'S NOTES (CONT.) WORK TO BE DONE I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE I. TESTS HAVE BEEN CONOUCTE:D BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "'R" VALUE: TESTS AND THE EIIGINEfRED STRUCTURAL SECTION MUST 8£ SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS. SfRVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUIIDAT/011S WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES A/ID LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 3. D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EX I ST I NG PI PE LI 11£ IS TO BE ABANDONED IT SHALL BE RE.MOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24. CALIFORNIA ADMINISTRATIVE CODE. l. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED. AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 4. 10. TWO (2} SETS OF SURVEY (CUTI SHEETS SHALL BE PROVIDED TO THE CITY 5. ENGINEERING INSPECTOR. I I . STREET LIGHTS PROPOSED BY TH IS PLAII ARE PR I VA. T£. THE PR I VAT£ STREETLIGHTS ARE OWNED AND OPERATED BY THE HOA. PRIVATE MAINTENANCE RESPONSIBILITY IS COVERED BY All ENCROACHMENT PERMIT, PR 03-123. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLf CHARGE OVER THf OESIG/1 OF THE PROJECT AS 6. DEFINED Ill SfCTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CO/IS/STENT WITH CURRENT STANDARDS. l. I UNDERSTAND THAT THE CHECK OF PROJECT DRAW/1165 AND SPECIFICATIONS BY THE CITY OF CARLSBAD OOES NOT RELIEVE ME, AS ENGINfER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, HUNSAKER B ASSOCIATES ADDRESS, IQ 179 HUENNEKENS AV£ CITY. ST.· SAN QfEGQ C4 TELEPHONE, 1B581 558-45QQ BY, Q j£~ ~L. MARTIN P.E. 110., l?Cf48670 EXP I RA Tl 011 DATE, .J6:ulc,3,.Q(uD,,4'--------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (l-30-97} A/ID FIELD SURVEY BY O"DAY CONSULTANTS IN APRIL, 200 I . TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS PHASE I GRADING PLANS. PROJECT NOC. T. 99-03. DRAWING NO. 397-2A REFERENCE DRAWINGS CITY OF CAf/LSBAD DRAWING 397-2. 397-2A, 406-6, 406-lA OWNERS / PERMITTEES REAL ESTA TE COLLATERAL MANAGEMENT COMPANY, A DELAWARE COf/PORATION 1903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 (760/ 929-2701 l,EG,\L DESCRIPTION LA COSTA GREENS NEIGHBORHOOD 1.09 BEING A SUBDIVISION OF LOT 9 OF CARLSBAD TRACT NO. 99-03 LA COSTA GREENS. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. FEBRUARY 12, 2003. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL IIUMBER(SJ 213-111-04 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1984 E 6253 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVfY IS THE CALIFORNIA COORDINATE SYTEM -I 983. ZONE VI , I 991 . 35 EPOCH. NORTH AMER I CAN DATUM OF 1983 (NAD83/, GRID BEARING BETWEEN STATION CLSB-I53 AND STATION CLSB-070 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. 1£, N 36'47' 12" W SHEET INDEX NOTES AND LEGE.ND KEY MAP AND SECTIONS IMPROVEMENTS SHEET I SHEET 2 SHEET 3-8 8. 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 SAFEn' AND HEALTH STANDARDS. LAWS AND REGULATIONS. 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 R£0UIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8E LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFENO. INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES. STREETS. UTILITIES, AND STOl?M DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLAIIS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES. THE CONTRACTOR SHALL REQUEST AN IIITERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 558-4500. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS. DIKES. SHORING, ETC./ UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOFI MAINTENANCE: BY THE OWNER. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE. BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING UT I LI Tl ES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EX CAVA Tl NG FOR TH IS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EX CA VAT IONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK. l',HETHfR SHOWN 011 THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CON~qACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT. AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE 0£S/GII. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE IM/ICH ARE DAMAGED. DURING THE COMPLETION OF THE WORK, TD THE SATISFACTION OF THE APPROPRIATE AGENCY. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINfER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECfSSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD COl'/OITIONS 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. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRADE BREAK BVC BEGIN VERTICAL CURVE £\IC END VERTICAL CURVE VP/ VERTICAL POINT OF INTERSECTION BC BE.GIN CURVE EC ENO CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE DWY DR/11:WAY FS FINISHED SURFACE PRC POINT OF REVERSE CURVE ST. STREET RT RIGHT LT LEFT 7W TOP OF WALL PCR POINT CURB RETURN MVC MODIAED VER71CAL CURVE CL CENTERLINE. BW BOTTOM OF WALL N. T.S. NOT TO SCALE CTB CEMENT TREATED BASE RP RADIUS POINT E.OP EDGE OF PAVEMENT CDS CUL-DE-SAC STATIONING RCP Rf:tNFORCE.D CONCRETE PIPE SD STORM DRAIN KNU KNUCKLE STATIONING CC CENTER OF CUL-DE-SAC GPM GALLONS PER MINUTE FIRE HYDRANT LAYOUT PLAN SCALE 1 "=400' I\ ~ ~ I \J \ l ~\ I Ll / -A.!> AV!::NUC -~ \ ' il l.--• D --I t ~ - ~ 9. THE CONTRACTOR SHALL NOTIFY THE: SURVEYORS 48 HOURS PRIOR TD BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROV/OE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATIIIG 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. 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONS I TE AT ALL TI MES FOR USE BY THE ENGINEER OF IIORK. SOILS ENGINEER AND THE 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 A.CCURATE ANO COMPLETE UPON COMPLETION OF THE PROJECT. AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. I I. STATIONING OF DRIVEWAYS, LATERALS Al'ID PROPERTY LINES ON CUL OE SAc·s A/ID KNUCKLES ARE AT THE RIGHT OF WAY. PRC A/ID PCR STATIONS ARE AT THE CURB. 12. RETAINING WALLS. IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT.FOR ALL RETAINING WALLS. 13. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARf INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREE.T LIGHT CONDUIT RUNS, ACCESS POINTS, HA.11D HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 16. ALL SEWER LINE BEDDING SHALL BE 3/4" BACKFILL PER SDRSD S-4, TYPE C. PVC SEWER PI PE SHALL MEET ASTM STD. 3034 FOR $DR 35 SOLID WALL PIPE. STORM DRAIN NOTES /. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURII/G THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. £NG/NEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, !MIEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM. REQUIRE APPROVAL OF A REGISTERED ENGINfER 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. COUPL/ IIG SHALL MEET THE REQUIREMENTS OF ASTM C76, C.361, AND C443. 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF /.//2 INCH OVER THE INVERT REINFORCING STEEL. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc , 5,000 PSI. FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. USE fc, 6,000 PSI. VICINITY MAP t-JTS ~:;:;~~~\ \_ ~--,. ,-.,•, Cl\/1.I ./,·~) ·L CA\.\t'.;l);>" THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. Cln' OF CARLSBAD STANDARDS. J. THIS SET OF Pl.ANS. 4. THE STANDARD SPEC!ACATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 5. SOILS RE.PORT AND RECOMMENDATIONS BY GE.OCON, INC. SOILS ANO TE.STING, INC. DA TED MARCH 2000, UPDATE LETTER DEC 16. 2003 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. FINAL PROGRAM E!R 98-07. 8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER. 9. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5485 AND 5486 DATED OCTOBER 15, 2003. 10. STORM WATER MANAGE.ME.NT Pl.AN FOR CT 02-22 PREPARED BY HUNSAKER ANO ASSOC., INC. DATED APRIL 15, 20DJ. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE A.G. PAVING/BASE 6" TYPE 'G' CURB & GU7T£R PEDESTRIAN RAMP TYPE ';,\ • CROSS GUTTER LEGEND STD. DWG. *'G-2 .,•G-27 *GS-10 MODIFIED CROSS GUTTER CONCRETE. SIDEWALK •*G-7, *"G-9, **G-10 SIDEWALK UNDE.RDRAIN (DETAIL SHEET 2) DRl\1:WAY STREET SIGN (TYPE PER PLAN) PER CAL TRANS TRAFFIC MANUAL DOUBLE STREET NAME SIGN PER CAL TRANS TRAFFIC MANUAL BARRICADE ••0-27 SDM-1D2 SOM-ID2 SXMBQL --------- ,,j K t- * * * llflliilirll QUANTITY 102,292 S.F. 6,101 L.F. 4 £.A. 2,322 S.F. (INCLUDED ABOVE) 31,062 S.F. 75 E.A. 15,975 S.F. J E.A. 5 £.A. PRNATE STREET LIGHT 9,500 LUM (HPSV) •••E-1, ••E-2, .,M-21 (MFCTR. AME.RON, MODEL 581-24(201)) o----0 I EA 11 E.A. 12" WHITE LIMIT LINE, "STOP" PAVEM£NT LEGEND PER CAL TRANS STD. PLANS A24£ &: A24D (THERMOPLASTIC} STREET CENTERLINE MONUMENT ••M-1 O EXISTING STORM DRAIN PROPOSED STORM DRAIN 18" RCP (1350-D) CURB INLET TYPE "8-1 " CLEANOUT TYPE "8-5" PROPOSED SEWER MAIN(SDR 35) PROPOSED SEWER ACCESSHOLE PROPOSED SEWER LATERAL EXISTING SEWER SEWER END PLUG EXISTING WATER LINE PROPOSED WATER MAIN GATE VALVE FIRE HYDRANT ASSEMBLY WTTH MARKER END CAP ASSEMBLY 2" AIR VAC ASSEMBLY 2" BLOW OFF ASSEMBLY 2• MANUAL AIR RE.LEASE. ASSEMBLY 1 • WA/ER SERVICE 2" IRRIGATION SERVICE •••D-2, *DS-1 ••D-9 •s-s, ••s-11, ••s-12 •s-1, •s-4 •S-7 *W-16 •W-12 *W-15 *W-7 *W-6 •w-6 "WJ •W4 • CITY OF CARLSBAD/CMWD STANDARD DRAWING • • COUNTY OF SAN DIE.GO REGIONAL STANDARD DRAWING • • • AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS CARLSBAD ARE DEPARTMENT REQUIREMENTS: NUMBER OF F.H. '5_6_ F.fLOw.J2lf}G.P.M. OUT OF....L F.H. '.5 ~-= --ss------- -S~ Iii" ® "····•--",:;:; .. ,__ .. , .... --w-- '----------® '----------</ ""'··-''"-~~ ----· --.--"-ENGINEER OF WORK -/ .. ~ --<"~-k RA)l!!«OND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT 0 2 EA. 23 EA. 927 L.F. 6 E.A. 3 £.A. 3089 L.F. 12 E..A. 75 £.A. I £.A. 3.062 L.F. 7 £.A. 7 EA. 2 EA. 3 £.A. 4 E..A. J £.A. 75 E.A. 1 E.A. rl.r/47' ' DATE 'r~ ~v,-·~~ s:: ,,~ CARLSBAD MUNICIPAL WATER 01S1RICT ~d~L:, ~✓z RC[ c16&7o EXP. CX-,/1'1q/"'.fl DATE ~ ~-1RINK/.£D? l'fS_ ML.L F.FLOW {Ml!i. G.P.M. IP IEWED BY: ~v /4.6-~yY"~ 5 h/4,i , ;;·L nn ·~"~. ~O'-d7a:TJ r""-WIUIAM E. fl MME!l DATE' ~'.L ~-¥'-~ I 1f'i~PECTOR '- ---- <-,.. 0 EPUTY CIT'( l?J.JGIN!:fR. R.C.E. ;J.i11, fXP 3/,1/or. \ DATE ··-··. [S.H~ETSI -SHEET CITY OF CARLSBAD 1 ENGINEERING DEPARTMENT ~--·-------·----· ---------~------------I IMPROVEMENT AND UTILITY PLANS FOR: ---- ' I LACOSTA GREENS BENCH MARK IMPORTANT NOTICE I ------ DESCRIP110N: BRASS DISC IN WELL MONUMENT SECTION 4216/4217 OF THE GOVERNMENT CODE -----NEIGHBORHOOD 1.09 (S.D. CO. CONTROL PT. REQUIRES A DIGALERT IDE.NTIACAT/ON NUMBER 8£ R/800-288+89 EC} ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE APPROVED r<XA. LLOYD B. HUBBS LOCATION: ON EL CAMINO REAL, 2. 6J Ml. VALID. FOR YOUR DIGALERT I.D. NUMBER CALL ~a.. ~7.-d/? .S-/':f!,/2,¥ NL Y FROM LA COSTA AVENUE UNDERGROUND SERVICE ALERT AT: oll.,,. /err RL.H 7A A-o-e,u11..-, CITY ENGINEER IR'CE 238851-: .• Exe 12Zllt05' DATE • o,/ce,k,, l'tU'1 /0 Re1/l!:)E. or<:Jvei:::.i,A.-,, ~ t-~ LAr. .. 4~~ -RECORD FROM: NORTH COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 rDWN BY, PROJECT NO. DRAWING NO. DATE INITIAL =-11 b 4-·;---DATE INITIAL . D_ TE __ NITIAL , CHKD BY: .G',./.f:'_ .--CT02-22 406-7 TWO WORKING DAYS BEFORE YOU DIG ~;;l~EER OF WOR~ REVISION DESCRIPTION I RVWD BY: J1.B ELEVATION: J/1.41 NGVD 1929 OTHER APPROVAL CITY APPROVAL R: \0327\&,Eng \!rrprove "le-n-ts \032 /icCl.clwof 2COCJMo.r-25-2004·14:50 w_o. No. 2352-68 0513[4 101904 SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF), TH£SE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM TH£SE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL 8£ REPAJNTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LoNS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL.) 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "UK£ NEW" CONDITION, IN A MANNER MEITING TH£ APPROVAL OF THE CITY INSPECTOfl. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES, SHALL 8£ APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. B. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GfllNOING. DEBRIS SHALL 8£ PROMPTLY REMOVED BY TH£ CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS MITRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO R£GIONAL STANDARD DRAWING M-19. 1 J. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAmc MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL 8£ SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKIT WITH STRAPS. 17. EXISTING SIGNS REMOVED BY TH£ CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO RELOCATED OR TO REMAJN. 19. (IF NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE: MEDIAN NOSE, THE R7 SIGN SHALL 8£ 1a·x24• AND THE N-1 OBJECT MARKER SHALL BE 12"X12•. SEWER NOTES 1. ALL SEWER MAIN AND APPURTENANGES SHALL 8£ CONSTRUCTED IN ACCORDANCE WIT1/ THE •CARLSBAD MUNICIPAL WATEI? DISTRICT'S SEWER SYSTEM -DESIGN CRfTERIA, STANDARD ORA WINGS AND SPECIFICATIONS: LATEST EDITION, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS FO 77-IE STAT£ CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: {760}-438-3891). 6. USE Bum NECK ROPE IN ALL ACCESS HOLE JOINTS. WATER NOTES I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCTION OF POTABLE WA7FR MAINS -CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED. 2. THE 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 THE STATE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION QR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMrr SHALL BE OBTAINED FROM THE C.M. W.D. omCE: AND MUST BE SIGNED AND APPffOVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCT/ON BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPA/?TMENT ({760} 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPEC7/0N MAY BE PROVIDED -TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER UN£ EASEMENT. ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVEJ) PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PR07FCTED BY MEANS OF CATHODIC PR07FCTION. IF DEVELOP£R/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINE£R WILL CONSIDER AN ALTERNATIVE FORM OF PROTEC7/0N. B. TH£ EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED 8£TWEEN THE DIRECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE •cARLSBAD RECLAMA T/ON RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WAT£R MAINS -CARLSBAD MUNICIPAL WA7E'R DISTRICT,• OCTOBER 1993 OR AS AMENDED. AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER PROTECTION. CMWD CONSTRUCTION NOTES 1. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER MITERS SHALL BE: 5/8" (UNLESS OTHERWISE NOTED ON THE PLANS). 2. ALL WATER MITER BOXES SHALL 8£ 17"XJO"X12" POLYMER CONCRETE AS MANUFACWRED BY ARMORCAST OR EQUAL. J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL 8£ 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. / j ; I I 76 !OC 0 100 200 30C SCALE 1'= 100' LEGEND SUBDWIS!OtV BOUNDARY RIGHT OF WAY --------- SHFFT NU FIR,C:: HYDRAtVT PH/VA TE S7REET UG/-IT STORM DRAIN WATER LINE SLV/CR UN[ ST.9EET SIGN i ' .J PL RW I @ [XX] 0---C PL CURB l TYPICAL SIDEWALK UNDERDRAIN DETAIL ~~~~,_-,._,., NTS NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK UNDERDRAIN PIPE PER SDRSD 0-27 LOCATION TD BE SHOWN ON "AS-BUILT" PLANS TYPICAL SWALE 7 7 /. ,J.i .. ··· ... \\I\ \\ ~ .3s ' ,/, ' "'7,;; ~- .3 77 KEY MAP R/W 60'/56'* J0'/28'* 13' 10'* 17' 18'* MIN. 6 ~ 5' ~,;}; . '!:·' ARE HYDRANT 4• A.C. PA \/fMENT AND 4" BASE MIN; (SE£ STREET N01E 1) ~ /8" RCP STORM DRAIN 11' ( PVT STREET LIGHT .c!F'===-, R/.W J0'/28* 6" TYPE G CURB AND GUTTER 11' ) 13' 10'* J'** Ml. . Tl = 5.0 LOCAi. Tl = 4.5 CUL -OE -SAC 8" PVC WATER • DENOTES 56' WIDE ROW WffH 36' WIDE CURB TO CU/?B ls• PUBLIC LOCAL smEET scJ½C •• J' MINIMUM SETBACK ro HOA I.WNTA/N[D SLOPE TOE AT R.O.W. OTHERWISE PORTION OF LAPJS ROAD , JADE LANE, LARIMAR AVE, LEUCITE PLACE, AND KORITE PLACE* NOT ro SCALE HUNSAKER & ASSOCIATES SAN DIEGO. INC. DATE INITIAL H NO. 2 PlANN!NC 10179 Huennekens Street CNC!NEER!NG San Diego. Ca 92121 ENGINEER or WOR~ REVISION DESCRIPTION SURVEYING PH(858)55S·'500· fX(358)5511-1414 I I I I I I I I r . ~SUBDIVISION BOUNDARY THE GREENS NEIGHBORHOODS 1. 09 •NO BU/LO/NG PERMITS ISSUED UNTIL OFFS/TE. SEWER IN CT 99-0J HAS BEEN CONSTUCTED .. ZODIAC ST. ~----====~=-==.,,--~·-···-·-,--------- 1 ENGINEER OF WORK • :2h,J;/~ &/4'1 i ~D L. MARTIN DATE i R.C.E. NO. 48670 EXP. 6/30/04 ' __llJ:liJEWED BY: ~ _.O() INSPECTOR ··--~---" -~ ------~---, DRAWING NO. 406-7 ' I R:\0327\&Eng \lr1prov2Ments\032710.02,ciwg[ 2JC0JMo.r-2'.:-2004:10 52 W.O. No. 2352-68 :051304 N a C.0.1::a, 0 O') I ....... LEFT CURB TC = CL + 0.06' RIGHT CURB TC = CL + 0.06' FROM STA 15+81.48 TO 19+55.00 &: FROM STA 19+91.30 TO 21+00.00 UNLESS OTHERWISE SHOWN FROM STA 15+81.48 TO 19+55.00 & FROM STA 19+91.30 TO 21+00.00 UNLESS OTHERWISE SHOWN T - --! • -I PROPOSED SURFACE! - AT STORM t)Rlt/N yctm:m.tNI! I ! I -------____ _,____ " 1 --c--------,----:--c--c---j--,----J.•;,:·-,--,.l-__ : -~O iF~IB" RC!? d.-2.37%.~--+ _ 1" 00' •-/?100=6.B CFS; VtoO,l,5,"\' ff'$ itA rlitTtGHf W ---l ----1 JdtN-ts' --i. -------__ : _-~" -... -· ... _,,, --" - ----------1 . -·--• £CD I CENTERLINE DATA ' .. j ! ' -t -1--! . () BE:J-'FN-!G/DCLTA RADIUS L[NGT,'-f RCvfA.l~KS I 17' 36'08• -----+--3-0-0-.D-D~.--=9.:..2.'-1.:..6~' -+---===----s 2 N 67'20'00" E 98.09' ---+-----~--'-- 3 2"46'00" 200.DD' 9.66' 4 4·34•00· 200.00· 15.94' 5 N 60'00'00" E 173.97' 6 31"08'23" 200.00' 108.70' CURR DATA 0 BEARJNG/DE:L;A RAD.'US LENCFH q~M!\NKS I N 5S'/4'DD" E 66.34' 6" TYPE G C&:G ? 9'15'06" 317.00' 51.19' 6" 7YPE G C&:G 3 N 67'20'00" E 58.43' 6" TYPE G C&:G 4 92'46'00" 30.00' 48.57' 6" 7YPE G C&:G l--+-------1--=~ --,-- 5 94-'34'00" JO.OD' ' 49.51' 6" 7YPE G C&:G 6 N oo·oo·oo· E 102.13• 5• TYPE: G c&:G 7 30'00'00" 5.00' 2.62' 6" TYPE G C&:G*' 8 N 90'00'00" W 7.32' 6" TYPE G C&:G** 9 30·00·00· s.oo' 2.62' 5• TYPE G c&:c .. l--+---~---1-----==-----,--I O N 60'00'00" E 13.62' f/• 7YPE G C&:G•• I I 30'00'00" 5.00' 2.62' 6" 7YPE G C&:G•• 12 N 30'00'00" E 7.32' 6" 7YPE G C&:G'* 13 30'00'00" 5.00' 2.62' 6" TYPE! G C&:G•• 14 31'08'23" 183.00' 99.46' 6" 7YPE G C&:G ---+-----------+-------15 31'08'23" 277.0D' 117.94' 6" 7YPE G C&:G 16 30'00'00" 5.00' 2.62' 6" 7YPE G C&:G•* 1----+---~~--f----'-'"-'---J--==c--+-~ 17 N 90'00'00" W 7.32' 6" 7YPE G C&:G•• 1---+------->------+------+--l 8 30•00·00· 5.00' 2.62' 6" 7YPE G C&:G** 19 N 60'00'00" E 13.62' 6" 7YPE G C&G"• 20! 30'00'00" 5.00' 2.62' 6" TYPE G C&G"• 21, N 30'00'00" £! 7.32' 6" TYPE G C&G*' 22 30'00'00" ,J N 60'00'00" E 137.66' 6" TYPE G C&G -----------------+-------+-----------=- 5.00' 2.62' 6" TYPE G C&G,. 24' 7'20'00" 217.00' 27.77' 6" 7YPE G C&G 25 N 67'20'00" E 98.09' 6" 7YP£ G C&G t-:-i--==----1-----+----'=~--' 26 9'15'06" 283.00' 45.70' 6" 7YPE G C&:G 27 N 49'43'52" E BEARING/DELTA r N 49•43·52• e 2 12·10·11 • 3 4 5 6 7 5·25'57• N 67'20 ·oo· E 5'45'18" 1'34'42" N 60'00'00" E 8 · 31'0B'.23" _[ - - --- 61.10' 6" 7YPf: G C&G •• PAJNT CURB RED WITH "NO PARKING FIRE LANE" WATER DATA 200.00' 289.00' 211.00' 211.00' lENGTH 28.76' 42.48' 27.40' 98.09' 21. 19' 5.81' 173.97' REMARKS 8" PVC CL 150 B" PVC CL 150* B" PVC CL 150 8" PVC CL 150 8" PVC Cl 150* 8" PVC CL 150* B' PVC CL 150 211.00' 114.68' 8" PVC CL 150* ----------------------* LENGTH OF PIPE BETWEEN COUPLINGS = 17.0' SEWER DATA Q [ BEARING/DELTA ___ -+----RA------D_IU_S __ +---=l=EN.:.:G:c.T:c.H,--4_~.:_:R::;;EM::::A.::R.::.K,=S _ ______J N 49'43'52" E 10.00' 8" PVC ----------------2 17'36'08" 300.00' 92.16' 8" PVC ,-....;-.--------1-------+------+----- ---3 N 67'20'00" E 98.09' 8" PVC 1-1-+-2_•_45_•~00_·~--,--4--'2:ccocco;,.c.occo ___ • ---1-----=s'-'.6:-=6_' ---1 8" Pvc _5_ , 4'34'00" 200.00' 15.94' ___ 8 ___ "_P_VC ____ ~ 6 ! N 6D'OO'oo· E 173.97' 8" PVC -7 i 37•013•23• -200.00' 108.70' 8" PVC ,___....;-. ______ --j __ ---------------- ft <O EXIST 8" RECLAIMED WATER PER DWG. NO. 397-2 ff. EXIST B" WATER PER DWG. NO. 397-2 STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS I I N 40"16'08" W 39.30' 18" RCP 1350-D'* 2 N 63'4-4'43" E 82.92' 18" RCP 1350-0,. 3 3'35'17" 310.00' 19.41' -TB"RCP 1350-D l---'--+--'--=_;:__c-'--~~--+--=-:=:_::___---1-_ _:::__:_:__:__---1--=--= 4 N 67'20'00" E 58.43' 18" RCP 1350-D 5 92'4/S'DD" 37.00' 59.91' 18" RCP /JSO-D ** SEE PROFILE FOR LOCATION OF WATERTIGHT JOINTS STORM DRAIN BEVELING NOTES 1. WHERE RADIUS CURVE = 90 FEET TO 45 FEET, USE 8-FOOT LENGTH OF PIPE BEVELED ON END. 2. WHERE RADIUS CURVE= 45 FEET TO 22 1/2 FEET, USE 8-FOOT LENGTH OF PIPE BEVELED ON 8077-1 ENDS. 3. WHERE RADIUS CURVE= 22 1/2 FEET USE 4-FOOT LENGTH OF PIPE BEVELED ON BOTH ENDS. 45 44 ..---SUBDIVISION BOUNDARY 7?7"-. --, -' ---, ______ .' -· -·-· . ' 17+00 If_ 43 /"' ' -/"f -_:,.:,-=..-_ µ.~'--_, "'· .. . ---- --. ---------: - 18+00 ADD LIMIT LINE! AND PAVE:MENT LEGENO PER CALTRANS STD A24D, A24E LAPIS ROAD 41 --;-. 1 ->-' i r . J . ' lAP/S R(JAD 1- ! 19+00 30 If_ 40 HUNSAKER & ASSOCIA 1'ES SAN DIECO, lNC. PLANNING 10179 Huennekens Street ENGINEERING San Diego. Ca 92121 SURVEYlNG PH(858)55&4500· FX(858)558·1414 ---- -0.00Kf • ;7%2 ~ -:--.----_ 21 0000 -;27',2 LEFTT CURB TC= CL+ 0.16' FROM STA 19+66.34 TO 19+79.96 UNLESS RIGHT CURB TC= CL + 0.16' FROM STA 19+66.34 TO 19+79.96 UNLESS OTHERWISE SHOWN -•-.: ' ORIGINAL (;!If) --_--_-----t2.-~-;/ -'ii: 4 _· :i -· --- 20+00 31 39 ''-' o'1 ~ DATE INITIAL ENGINEER Of WOR • i • . ' t ·(:gl I ! -~-~----..;:----- -- :Ill --. ·-' -j_ -' -j 260, - Oj -_[ -·--·'- -f -. . : -. : -t · .. ; __ --. --'. -. ; ,, .. CURB REJTURN PR-QffLES 'ill&ill· -__ -J-_ ' i -j - i . t --. 1· j_ -' - ' -• ! . f • ! --() IIWICATE$ i1ttD ELEV. -: -• - - - --- -- I_-[J wdti:"ATE$ t.tE;V. fficiM Rt.ftf?ir.Ncf; D/?AW/N$$ PROFILE SCALES f ICf~I/. VERT. ~~-~-~-~-"--'---'--'-----~---------~• --~-----'-•--~~-L----------1 21+00 38 0 40 SCALE 1'= 40' NOTE: STANDARD CURBS £/ORDERING FIRE ACCESS ROADS SHALL HA VE THE WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL AND VE!RTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY-FIVE: FEET. LETTERS SHALL BE OF BLOCK S7YLE, M/NUMUM FIVE: (5) INCHES IN HEIGHT WITH A STROKE OF NOT LESS THAN J/4 INCH, AND SHAU BE WHITE ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LETTERS OF THE TEXT. 37 120 ENGINEER OF WORK 4,!2b:;1..u.-,✓~k::...:.a.~ ... ~-~L,_____ij_y A~1/d'fa r _ =OND L MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" L_d~.2 tlATE IMPROVEMENT AND UT/I !TY PLANS FOR: DATE LA COSTA GREENS NEIGHBORHOOD 1.09 OWN BY: ___ _ I DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL DA 1 £ INJTiAl CIT'/ APPROVAL CHKD BY: _;Ga,:V,ctP::____ RVWD BY, _J!,,& __ PROJECT NO. CT02-22 i 406-7 W.O. No. 2352-68 C :E C') .s:=. 0 en I ...... j _J-_ .( ----,-----···· .......... · ...... J _-L- ! . - --:----_- __ j__ CENTERLINE DAT11 ,.. ,J l:3tAR!/\JG/O£L TA RADIUS !...ENG7'H REMARKS ------ 22"37'17" 200.00· 78.96' 2 N 6"14"20" E ? 10·21 '20" 300.00' 54.22' ~ 4 N 4"07'00" W 164.97' h 38'16'31" 200.00· 13.J.61' CURB DATA C DCAr?.'NG/DCLTA RADIUS LENGTH RfM4"!KS 22".37'17" 183.00' 72.25' 6" TYPE G C&G 2 N 5'14'20" E f 56.l!9' 6" TYPE G C&G .! 111'21 '20" 2a.J.oo' 51.15' 6" TYPE G C&G ---------- 4 N 4'07'00" W 164.97' 6" TYPE G C&G 5 38'16'31 • 183.00' 122.25' 15• TYPE G C&G -----------6 38'16'31 • 217.00' 144.96' 6" TYPE G C&G 7 N 4'07'00" W 164.97' 6" TYPE G C&G • 8 10'21 '20· 317.00' 57.29' 6" TYPE G C&G 9 N 15"14'20" I: 56.89' 6" TYPE C C&G 10 22"37'17" 217.00' l!5.68' 6" TYPE G C&G -----------'- vVATER DATA DEAt"?i/\'C/D£LTA RADIUS LENGTH RE:.VA'<KS 22•37'77• 211.00· 8.J.31' 8" PVC CL-150 2 N 6"14'20" E 56.89' 8" PVC CL-150 3 10·21 '20" 311.00' 56.21' 8" PVC CL-150 -----•---- 4 N 4'07'00" W 164.97' 8" PVC CL-150 5 2"#'3l!" 211.00' 10.10' 8" PVC CL-150 6 N 55'01'31" W 31.06' 8" PVC CL-150 / 30"45'18" 189.00' 101.45' 8" PVC CL -1 so•• • LENGTH OF PIPE BETWEEN COUPLINGS ~ 17.0' •• L£NCTI-/ OF PIPE BETWEEN COUPLINGS ~ 16.0' SEvVER DATA 0 BEAR:NG/DELTA RADIUS LCNGT/1 RE,\AARKS 14"19'26" 200.00' 50.00' 8" PVC 2 Er17'51" 200.00' 28.96' 8" PVC C-900 ' N 6'14'20" E J 56.89' 8" PVC C-900 4 10·21 •20· 1 300.00' 54.22' 8" PVC C-900 5 N 4"07'00" W 69.68' 8" PVC C-900 6 N 4'07'00" W 95.29' 8" PVC C-900 7 12·14•04• 200.00' 42.71' 8" PVC C-900 8 2r28'24• 200.00' 95.90' 8" PVC ' - - -.. I . . --___ - -l 1. ' l ' . j 1 l - ---------l -' 37 31 If 32 II' ~ N '<i i-~ (.) t ., ~ Q Ii? "' /;f"' II? "' "' i--i-"' f;j lj ~ -+ ~ ' "' ,-.;~ Y. ':,• -~-i 0 .. --· .. • .. .-::-~: .. ,•~~•-:.,:_·_.-: ·;.~~~ .. 77 33 [;J "' " ... <:, ~ ti "' -!-i-~ ~ LAPIS ROAD TC = CL + 0.06' UNLESS OTHERWISE SHOWN --1-, ' -t_ ---- ------, --. - j j ! ----+ --r -! -. !-C..--+--~-----:-----+------------.·" -1 j· r-. • SEWER FOR er 02-23 (NEIGHTBORHOOD 1.08) MUST BE CONSTURCTED PRIOR TO ISSUANCE OF BUILDING PERMfTS FOR THESE LOTS 1"0 Tl-If. SATl~f'l'C.T•ON 01' TI\E. C.IT'f ErJC,11-lE-i.R , I I 36* .,,,---SUBDIVISION BOUNDARY ,., ~ ~ ~ "' 1'tci "' <:, l~ ---SUBDIVISION BOUNDARY 38 ~1 !,O j -~I l1 . ! 40 0 .,,.-------. INS'fALL M-9 / BARRICADE -t'--- i ""'J .. . _J I i ---_j . l . ----. -----------· - --• -- 40 80 '----- SCALE 1•~ 40' 120 PROFILE SCALES HORIZ. VERT. 1 "-LC)' 1"=8' ENGINEER OF WORK ~2~,✓-~-P.a::::-=..~f2:!f4k<'•zf~· __l~L'_D/4/4,- R~ID L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS 3/2~1 1 uATE INSPECTOR IMPROVtMENI AND UTILITY PLANS FOR: 1----t--, ---+-------~ ·-----·----------------+---+---t---t----i LA COSTA GREENS NEIGHBORHOOD 1.09 PlANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN OlfCO, INC 10179 Huermekens Street San Diego, Ca 92121 PH(ll58)558·4SOO· FX{858l556·1414 ,_.. ____ J_ --" en joo/o,,i ~ DATE i INITIAL ENGINEER Of WOR REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED A rt a:-,,;,7.,_~ CiTY ENGINEER t1lCE . •R DWN BY: --,--- CHKD BY: ~G~v~P~-- FrYWD BY, J~R PROJECT NO. CT 02-22 R:\0327\&Eni;\IMprovef'len ls \D32 7io.J4 .dwg: 2J00]Mo..r-2::'; 2004:J.:,07 DRAWING NO. 406-7 W.O. No. 2352-68 · 101904 0 1 2 ' ~ 4 C LJ 0 • 3 4 -· 5 6 7 8 9 10 " • I 1.? I 2 3 •I 5 0 2 .3 d 5 C) 2 3 CENTERLINE DATA ~£AR!NG/0£L1A .RADJUS LENG:h REMARKS N 25·26 'oo • w 110.61' -----------28·22·20· 400.00' 198.08' ------. N 2°56'20" £ 40.48' 92•04•30• 50.00' 80.35' N 89"08'10" W 70.49' CURB DATA ----- .SEAR!NG/fJf' !. IA f:::ADiUS LENGTH REMARKS N 2s·20·00· w 28'22'20" 61.51' 6" 1YP£ G C&G ------~·-----+---C.:...--1--= N 2'56'20" II 92'04'30" N 89'08'10" W N 89'08'10" W 23'33'23" 417.00" 206.49' 6" TYP£ G C&G 40.48' 5• 1YPE G C&G JJ.00' 53.03' 6" TYPE G C&G --+-----"-7-+-'-c~--=--e...c..=--i 70.49' 6' TYP£ G C&G 43.27' 6" 1YP£ G C&G 63.00' 25.90' 5• TYPE G C&G 139'11'17" ------+----'5_7 ..... 0 __ 0_'_.,__..:.1.c.38cc·..:.c.47' : 6" 1YP£ G C&G 63.00' 25.90' ' 6" 1YP£ G C&G 23'33'23" N 2·56'20• E 13.26' 6" TYPE G C&G 28·22·20" 383.00' 189.66' 6" 1YPE G C&G N 25'26'00 • W 60.34' 6" 1YPE G C&G WATER DATA BEARING/DELTA RADIUS N 25'26'00" W LENGTH REMARKS =-=-=-+__.c==--je----'=='c.'......;.__ ""'"' '""'"-"=-121.32' 8" PVC CL-150 28'22'20" 389.00' 192.63' 8• PVC CL-150 N 2'56'20" E 57.94' 8" PVO CL-150 N 43'08'10" W 33.03' 8" PVC CL-150 -- --- ---------N 89'08'10" W 109.14' 8" PVC CL-150 SEWER DATA ---· ---·-·" T BEARING/DELTA RADIUS LENGTH REMARKS ' N 25'26'00" W 110.61' 8" PVC 12'48'17" 400.00' 89.39' 8" PVC 15'34'03" 400.00' 108.68' 8" PVC .. --------------- N 2'56'20" E 92.32' 8" PVC N 89'08'10" W 122.33' 8" PVC STORM DRAIN DATA BEARING/DELTA RADIUS LENGT/1 R[MARKS N 25.26'00" W 9.17' 18" RCP 1350-0 N 64'34 '00" £ 5.25' 18" RCP 1350-0 N 64'34'00" E 25.25' 18" RCP 1350-0 42 41 240-'· . . ; _______ , " . STOP SIGN P£R OIL TRANS R 1 & DOUBLE: STRE:ET NAM£ SIGN . ADD UM/TL/NE AND PAVEMENT LEGEND A240, A24E PE:R CAL TRANS 75 ... -~~~, "' 11"\:l"'+ + t '!.~6 0,., ~ !"> tIJs:>P :.. C) 1g...., ,,1:,.. \Ct -" ¥ ~~ 'cl ~ : -~ IP. --+ ls PC -(J\ --0 0 + -+ + -~ Cl ,:l "l. -+ "' -;., c:, ~ "' -... " ~ "' ~ , 30 74 -p ---+ + -~ -0, :".J "' "' C, "' ~ ---+ + ~ 91 91 l"!l ~ --+ -\'I .. .. It . '" ' .. , . .;...,;,;,_;;.· ~ ill §; C, r-.: "' " -+ _..., -<> 29 bi3 ,q'• -.., +- " (u -IQ "' + --ff 28 TC = CL + 0.06' UNLESS OTHERWISE SHOWN .. · .. · P$$ED oRMJE; ATflcNfERllNE -1-----. ~ JJ iii J ,. ~ + If 27 LEUCITE PLACE ?!ANNING ENGlN£ERING SURVlY!NG Cl ~ OW9 22 -.._[fe ,~ ,_ • ..l:t:t:z?.55 cit----=~ ~~ Cl 23 24 HUNSAKER ' [ .· • •··••• ],cc•• i \. i\·-· ' L . 2so,.... ' . . . . . . ' . . . - -25rJ, -l- :4 i ,---i PROFILE SCALES ' .. () /f'/OldAt£$ , 9 Elfll. . : . .. . . [JiN&q,.ft.$.t.'l,i:v. FR9M 'R£ti£Rtf/ct tJRAWl/1/GS 1 VERT . 1 "-c-:cL~_)' 1 "=8' 40 SCALE. 1~:::c 40' ' .; ',, . .,,,,.1--'·"''"' .... ' ___ J,_ _________ --j 80 120 ENGINEER OF WORK R ONO L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 0 AS BUILT" ;»,L/41 IMPROVE:M[NT AND um /TY P/ANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 I SH~TS I APPROVED ,.:;,,...t. LLOYD B. HUBBS & ASSOCIATES 1---,~-,-,+--h---------· --·-"'"-"' "-------+-----1----.1----1-----1 t<., d7 f"..L.H Ab-l!ll..JiL-T ~ £/. 14/"~ ,:r / -1//Q9 CITY ENGINEERUci'.~z::r:::3:::ii?iC,-i===E=X::P:::l::2:::/::"'::l,~/~0~5==/====-D=A_=:T_E~ SAN D!ECO, !NC. 10179 Huennekens Street San Diego, Ca <J2121 PHl85B)s56·4500 • FX(1156)558-1414 ·J"i:'L..... '"-.. -"-- <Tljco/04 _ JE'.Y".l. I 0,,,.vei-JAY, <:t'.~ .l>WO ~ LATcf'AL... DATE I INITIAL l<!Ev'f ENGINEER OF WOR REVISION DESCRIPTION DATE INlTIAL OTHER APPROVAL CITY APPROVAL OWN BY: --=--- CHKD BY" GVP RVWD BY: .lLf<: ·"-~ PROJECT NO. CT02-22 R:\032 7\&Eng \Ir,pr:Jver,erits\OJ27icC5.clwg[ 2000JMo.r -·2'.J-2GJ4'11:09 DRAWING NO. 406-7 w.o" No, 2352-68 . 051304 101904 C :e C) .c:i., 0 0) I ....... j . l -r --; - . 224,- i---1--, ·---f--- --1------ l~t, L 25;~5},,t4iB*RCP ~ 2,97f ... •·· :01t,0.,5;B '•Cf'$, .';IHJ0=5.0 Rf'S' -_-;0;>···--":t ------., . ''""""'"' 1 ' '" " -,. -' ---"'-l"----;;:--,. ;·:::·'.·-:·_--~----: _-, -_-_-__ -:: ISTO{?M DRAIN· j;_------ ' j i----- l i CF:NTFRLJNE DATA () . BEAR1,~G/D£Lc.,T.,.,A_-l __ RA_D_l_l_'S_ LENG:h .~EMPR.~S N 89"08'10" W 190.,.,1-7~' +--=,.,,.,,.,,.,--1 t--+--------,f------+----2 12"49'50" 400.00' 89.57" 3 T25'10" 400.00' 51.80' 4 N 70"36"50" E: 217.97" ----------- 5 12·29•39• 50.00' 63.26' 6 4'15'58" 500.00' 37.23' CURB DATA -------n BEA__~lj:jfY.~Dc.-=rL'-, T_A __ f-_,R_A_C_!U_S_+ __ L_[_N_G_T/~lc-7f--c-ccR~FccM~A~R_,K_.~_·_,__, N 89"08'10" W 190.17' Ii" TYPE: G C&G '--+----~+---···" 2 5'00'56" 383.00' 33.53" 6" TYPE: G C&G -+------+-------------3 N 70'36"50" E: 215.53" 6" TYPE G C&G -----+------+-4 72'29'39" 33.00' 41.75' 6" TYPE G C&G 5 4'/5'58" 483.00'-+--cc3cc5,"'9-c6c-, +-6~. "'TYP~£ G C&G 6 0'47'53" 517.00' 7.20' 6" TYPE: G C&G --c-7~~-------1 7 21•03•45• 63.00" 23.16' 6" TYPE: G C&G 8 120'34'52" 57.00' 119.96' 6" TYPC G C&G g 2J'J3'2J" 63.00' 25.90' 6" TYPE: G C&G 10 N 70'36'50" E 184.43' 6" TYPE G C&G 11 20'15'00" 417.00' 147.38' 6" TYPE G C&G -t--'-"'-'.C.~-+ ------------~-, 12 N 89'08'10" W 190.17' 6" TYPE G C&G 1VATER DATA BEARING/DELTA__ RAU/US LENGTh REMAF?!<S N 89"08'10" W 190.17' 8" PVC CL 150 2 11"12'37" 389.00' 76.11' 8" PVC CL 150 J 9'02'23" 389.00' 51.37' 8" PVC CL 150 1 N 70'36'50" E 235.58' 8" PVC CL 150 5 N 23"36'50" E 24.08' 8" PVC CL 150 c_-+----~+---~+-'-c-,.,,.,~-c.c.,-6 5"27'22" 489.00' 46.57" 8" PVC CL 150 Q_ B[ARING/DE:cTA l N 89"08'10" W 2 N 89"08'10" W 3 12•49'50• 4 T25'10• -~----------~ SEWER DATA RfaDfUS 400.00' 400.00' !_Et\/GTf I 50.00' 140.17' 89.57' 51.80" 253.18' 74.36' REMARKS 8" P\>V 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC STORM DRAIN VATA c:i aEAR/NG/OEi.JA N 85'26'59" E: 2 N 85'07'41" E .J 1·22'17" 510.00' !_ENGTH 25.25' 5,71' 12,21' REMARKS 18" RCP 1350-0 18" RCP 1350-D 18" RCP 1350-D r ·-. --· :-·· 224 . ' .. ···11 ·-.. - ·1 22 21 ' l' • _---- l -i --l ---.. --------.. -·• --.... ,. - .. 724:!~ lF "'llc° . 16+00 69 11:. 20 re 19 l,~.,;,i .. ·~f 17+00 18+00 ·:•·!, ,r .• s re 18 re 17 16 LARIMAR AVENI)£ t t 3 r- : 4 'It--- & 1 '1 t· "!- TC = CL + 0.06' UNLESS OTHERWISE SHOWN , -~·· t ff. ' ' 0) - 15 & ff. HUNSAKER & ASSOCIATES l ' -l . ' l ' I . . • 1 i 1 • -•.. l 14 re 13 .fi<,/&ri Ao-l'>Ut\,... ,- 21 +43.04 EC• I +69.02 KNU 21 /,fl:45.Bll KNt.!. 11+ . 11+224.,~ CL 12 DWY 2l+OO. 10 1 1 :j -,- -. -------.------~---_-·,_ -· ! j -··---I _-__ -:J· i2JJ's~ 232· 40 0 ·' l=it!f96' · cL ~=/5.IJQ [ID 4C 80 ----- SCALE !'= 40' i.=23.16' . .. L/?'c'. 11.$8' TzJ PROFILE SCALES HCRIZ. : VFR·-. : 120 , 4B670 . 6/30/ 0, CALI · "=40' 1 ''-.-.-8' ENGINEER OF WORK ~~""'riONO L~~N~ R.C.E. NO. 48670 EXP. 6/30/04 / "AS 7%?¥>r DATE ]SHEETS 9 APPROVED . ~ LLOYD 8. HUBBS ~~ s/~q CITTENGINEE iV•=tExe-12/.XT,705 DATE SAN OlEGO,. INC. 01/oofo4 ftu-1 ie6/l-,;e. ~+-IJA= ~<:, 1-~~-'f----j~ DWN BY;--~-- CHKD BY; ... G.'l£._ RVVID BY, ,)t.B PROJECT NO. CT02-22 DRAWING NO. PLANNING 10179 Huennekem Street ENGINEERING San Diego, Ca 92121 DATE !Nff!AL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL 406-7 SURV£YING PH(85815SB·4500· fl:(8511)55&1"14 R \D327\&~np\ TMprover:ents\C327in06,;~wg[ 1275JMo.r-24-2004,1251 W.O. No. 2352·68 051304 i01904 CENTERLINE DATA ' l . -1 D BEA."?,WG/DELTA RADtus ~--Lt-_r_J_G-TH-~---R-E_"_1A-R-,K-s--~ l--""--+---~-~---------+--25'47'JJ" 500.00' 225.08' 2 N 31"56'20" W 28J.30' 3 13'25'17" 200.00' 46.85' 4 N 45'21 '37" W 35.67' 0 BEA~iNG/iJH IA 25'47'33" 2 N J/"56'.20" W 5 13'25'17" 4 N 45'21 'J7" W 5 N 45·21 '37• W 6 13'25'17" 7 N J/'56'.20" W 8 25'47'33" F?AD.'US 48J.OO' 183.00' 217.00' 517.00' /FNGTR ----------- 217.4J' 283.30' 42.87' J4.99' J6.J5' 50.BJ' 28.J.JO' 2J2.73' WATER DATA ··-·--~- REMARKS ---------- 5• 1YPG G C&G 6" 1YPG G C&G 6" TYPG G C&G 6" 1YPG G C&G 6" TYPG G C&G 15.• 1YPG G C&G 6" TYPG G C&G 6" 1YPG G C&G µ,4~B~E~A~R~IN~G~/~D~E~L)~A,___----1_~R~A2D~l(~IS::__,..+-=LENGTH_-t-~~REMARKS 25'47'33" 489.00' 220.13' 8" PVC CL 150 2 N 31"56'.20" W 282.01' 8" PVC CL 150 3 13"25'17" 200.00' 46.85' 8" PVC CL 150• 4 N 45'21'J7" W 24.13' e• PVC CL 150 • LENGTH OF PIPE BETWEEN COUPUNGS = 17.0' SEWER DATA Q BEARING/DELTA RADIUS LENGTH REMARKS 25'47'.JJ" 500.00' 225.08' 8" PVC -------------t-----~t-~-------1 2 N J1'56'20" W 28J.JO' 8" PVC >---f----~----+----~--a------ ----3 13'25'17" 200.00' 46.85' B" PVC 4 N 45"21 '37" W 25.42' B" PVC STORM DRAIN DATA 0 BEARING/DE_L_TA __ .____R_Al._~_IU_S~-+--L_E_NG_TH_-+ __ R_E_M_A_R_KS __ _, 25"47'.JJ" 510.00' 229.58' 18" RCP 1350-D 2 N 31"56'.20" W 58.21' 18" RCP 1350-D 3 N 31.56'20• W 234.02' 18" RCP 1350-D'* 4 13'25'17" 210.00' 49.19" 18" RCP 1350-D** 5 , N 45•21 ',37• W _i._ _______ -----• " • 14.85' 18" RCP 1350-D** ., SEE PROFILE FOR LOCATION OF WATER TIGHT JOINTS tiJP OF j i . ' L 4 R._-_1cFtT au: 'B _ _ _ , __ -._-. -------··-·------r ---22-i!i-, --. . •· ,, .. ,., -----. u . ' -" . ., ' . -·. -,-- 21+00 10 57 9 . "' . -' . -. --,-------.. ,_ l ----•~ ,-. c--.....__, -. . . :--:--·-.;-_,--.:..;.._, ·--~--~ ' --:-~- --flGl __ 22+00 23+00 If. 56 1/: 8 7 ll i _, 1---+---; l 1--· 24+00 53 6 ff_ TC = CL + 0.06' UNLESS OTHERWISE SHOWN --t2o;Q1J':•ii9--@ ,,r-4 ..2,ii+J,o., PVIEL= 221.95: i ,61=~1100¾ -G2=.,;,oo.t<l : ;?;,, -' :- -·•·. -. ' . ---"' - ---, , ----,----------------··7r· .... -,---+·-----,------- 298.l;J/5. LF~.18 1 RfJP It!/ --4,BlilJf _ Q,IOQ==J0.4 'CF$,. VWO'F6.7 FPS _ .,,_GDK.D©'-·-·-·- 25+00 51 5 4 JADE LANE r t _j ' --!---- 26+00 50 --QR/GINA(: 'lfROUND )!IT CENTERUNE - <::, -:.c "'" -~i "' --. 27+00 SUBDIVISION BOUNDARY Ir. ---L --!----' i ' . : __ ·:T -- _f __ _ ' r , ; t -- --r -- t --r- -t ·-. f. L. PROFILE SCALES --() 1Ml!CATE$ I¾~ Et:f)I. TJ 1i{6ii;111t¥ E~W. -FROM R£/:€:Rl;/>l<;f, QRAWIN(;S L-IORi z. VERT, : "=8' 28+00 REMOVE SEWER END PLUG & CONNECT TO EXISTING PER DWG NO 397-2 CL INT 28+00.66= 12+27.52 I.APIS ROAD ADD LIMIT LIN£ AND PAVEMENT MARKER PER CALTRANS STANDARD A24D, A24£ \ STOP SIGN PER CAL • TRANS RI & DOUBLE \STREIT NAME SIGN ', SUBDIVISION VBDUNDARY 76 ' 0 40 80 120 ____ I ____ ] I SCALE !'= 40' ENGINEER Of WORK ~2~.,....,/£_!3_~--=-~--*o<'.!:'c"""-----1'fL/f~'t =ND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 RCE 1:!X.,,o EXP A'.if!X3/'?e> 3/4:z/41 I DATE 1---+--+------------------t-----t------1-------~---< !IMPROVEMENT ANO UTILITY PLANS F"O.R: PLANNING ENGINEERING SURVFIING HUNSAKER & A.SSO(:IATES SAN D!fCO, !NC 10179 Huennekens Street San Diego, Ca 92121 PH{858)558-4500· FX(858)55!!-1414 DATE INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.09 DWN BY: ____ _ CHKO BY, CVP RVWD BY, __,jlg_ -· PROJECT NO. CT02-22 DRAWING NO. 406-7 R:\C J27\&Cng \IMprcv er.ents\0327ic.O/ .dwgL l2 l~j_;~nr-211 -2004 13:12 W.O. No. 2352-68 051304 ..... 9. co C :E G') ~ 0 O') .!,J 18 CEl'lTERLINE DATA r=-i B£ARING/CELTA RA[)IUS L[,\'·':;TI--! REMA'IKS .':./ ---------------BJ.43' 1 N 11'58'00" W 2 24·09•00· 500.00' 210.75' 3 N 35'07'00" W 21.48' 17 CURB DATA :::J BD\~ING/DEI T/1. RAD.IUS I FNGTh' RI-MARKS 1 9T48'54" 30.00' 51.22' 6" TYPE G C&:G 2 N 11"58'00" W 33. 15' 6" TYPE G C&:G ·' 12·01·02· 482.00' 101.94' 6" TYPE G C&:G -- - ----------------------- 4 35•39•35• 100.00' 62.24' Ii" TYPE G C&:G 5 N 59·44•37• W 50.00' 6 • TYPE G C&:G 16 6 203"37'37" 38.00' 135.05' Ii" TYPE G C&:G 7 N 36'07'00" W 21.48' 6" TYPE G C&:G 8 24"09'00" 518.00' 218.34' 6" TYPE G C&:G 9 N 11'58'00" W 33. 16' 6" TYPE G C&:G 70 97'25'10" J0.00' 51.01' 6" TYPE G C&:G ------- WATER DATA -----'"~"·-----" -------~ .. , _______ ,,_ B[ARfNG/DELTA RADIUS LENGTH ,~EMA.'<KS 1 N 11'58'00" W 72.27' 8" PVC CL 150 2 24'09'00" 489.00' 206.11' 8" PVC CL 150 3 N 36'07'00" W 46.48' 8" PVC CL 150 SEWER DATA ------------ B£A.'<fNG/DEL TA R4DfUS LENGTH RE'MARKS N 11'58'00" W 83.43' 8" PVC 2 24·09'00• 500.00' 210.75' 8" PVC 3 N 36'07'00" W 36.48' 8" PVC _LEFT CUr8 248_ ~ -,_--_'Q:; 10+00 !l.: ft'.'sf es "~ q: 0, " ~i "I "! fJ ~ J ' fl # ct - 58 & r~ . '",. ,. ----___ , 11+00 t '-Q~ ::i ~ ~ "' Qi 't -C, ? .., ~ i-~ lj --~~ -i----~~ -Oj :!: t;? -~ ff_ 59 TC = CL + 0.04' UNLESS OTHERWISE SHOWN ~~=~ If tii .. . ~t -~i-i';;! .::;..f25.i!f. . "'I ····· ····· ···· 'FOP OF =-••~. • LEff CURB · Ii; /;ef i- /JR/GJNAL GR()UND · ·. 1FCmr£Rl.JNE . . 67 ~ ... §: "' ~ "' -"'Q e;; ". -., 1ll C, ~ ::t5 + -1-+ Ill -"' •.J .. -" ~ + --fl!. 60 ~ ~ r-...: tri ,., ,. ~ ~ s --~ i-"' -fl 66 fl gJ " 13+00 65 ~ l/) ~ l/) s '-' t'l (j £ "' ... g ~ c:, -"' " ti ~~ C, --1--1-i-+ --" -~d ., ..., 0:, ..., ff_ 8 ~ 'Ii ,. gi -1--" .., ~ ::i i--..., i\ C ~');~~ .... i;:,;;c,>--- -"' -(') t'> -\:l + "' n-(/) t-...1 ,-... + + r-"' 9> t-,. ..D <.. -1->" ,,, \:l + + -"' -,r,, °'~ " "' "' + ""'' r ~ "' ~ ~ t:,ti' "' "' \" . ~~ u, "' 'cl~ 'A g "' "' "' ~ 61 "' + lll II "' "' -(') ... ill 0 ,.,, ... If. ff_ 62 HUNSAKER & ASSOCIATES SAN 01ECO. INC. P!ANNINC 10179 Huennekens Street ENCINEER!NC San Diego, Ca 92''!21 SURVEYING PH(858)558·4500· FX(858)558·1414 1--- ... , ..... •---~ --. !· r • ' ''J _[ :.i..:; 14+00 64 ASSY &: s CDS 63 l- j i: --l ---r ! -~ 1 -]--, __ ' --+- ' Ii "1 • .. ?. _- • · · •.2···.·.·/Z:2· ··.:··· .•• . -..;,_---·-· ._ . ., ---- j j - i i 0 40 SCALE :'°'.::;:; 4C' 80 -' ' '" .. ,, . --,. ' ......... "'-----. o; . ~,. --t:· ·.:G j .. O,,. --t_·_ . ' . - • . i J_ t. t-- PROFILE SCALES () IN~ft;; ifi.1.0. EJ,;f;ll. .. t )INl:i/1;';',fr;!; i:.iFY. rROM/,tFE!?ENCf; (}{?AW,t,ioi, Y:JRIZ. : I/'.· RI . 120 ENGINEER OF WORK ~ '.$~ /..(" ~. ,:L OND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" __ 'L_!},aL --¥.?-z./4? tJATE ~====!-=--=--=-~~-=------.-.-----------·-·· --=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=:--=--=--=-=--=,c_-_--_-+---·-~~:~~~~ ~l-==SH:.;J::::T:::-·=:-:j ==C==IT=Y===EN==?==IN=::r:::R::::IN c==G ;,~==~~=A::::~:=~=~=T A=D=! I Sfl~TS I /MPROVEMENf AND UTIUTY PLANS FDR: DATE INITIAL ENGINEER OF WOR~ REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.09 APPROVED CITY ENGINEE DWN BY: _____ , CHKO BY:~G=Y.,;:P:__ __ I RVWD BY: _,lJ.,E,, . PROJECT NO. CT 02-22 DRAWING NO. 406-7 R:\CJ~ J\~r nu\ [ "1;=:;rcverients\0327io.G8,dwg[ 2000JMcr-25-2004d1:13 W.O. No. 2352·68 051304 101904 \ I I • ,, ,.,.,. ,( SEWER LATERAL TABLE STREET STREET LATERAL DEPTH STATION INVERT STATION ELEV. BELOW LOT NO. OF OF AT PL T ·-~RAL AT MAIN LATERAL PL F'S TO IE ~ AT un,,, ~ ,-,_.., AT 1'£ IE v' (1} - 1 z., +os .'57 l"1"7. 1$ L"7+o5.51 U:01:b 5.36 ~--- 2 Zt..+ z., '-49 l"l''l.9e, 2'. + :Z.."7. 4"I t.£15:4"7 5.36 3 zs.re.s.eo ZOZ..?:6 Z!S+oS~ 2.J:e,45 5.36 . ·-·. 4 25+27.33 205.55 25+27.33 212.56 5.36 ' - - --------- 5 24+66.03 209.05 24+66.03 215.98 5.36 6 24+06.03 212.63 24+06.03 217.51 5.36 -------·---------- 7 23+48.12 214.94 23+48.12 218.09 5.36 8 22+93.12 216.01 22+93.12 218.65 5.36 ---- - -• ------- 9 22+37.63 217.09 22+37.63 219.39 5.36 10 21+82.48 218.17 21+82.48 221.46 5.36 ------- 11 21+20.31 219.38 11 +40.38 KNU 224.60 5.36 12 20+85.89 220.10 10+97.10 KNU 226.46 5.36 ------------------------ 13 20+67.71 221.20 10+56.58 KNU 228.56 5.36 14 20+ 12.35 229.31 20+ 12.35 231.59 5.36 ------ 15 l"I+~. !'l'J LU>:~1 l"l+~.!f/ Z!F.,.'IO 5.36 16 le.+"11.17 -2.!;2.2..l Je,+71.ti ZAo.o::, 5.36 ------ 17 18+13.16 235.52 18+13.16 243.37 5.36 18 17+59.32 237.85 17+59.32 245.15 5.36 19 n+o1:TT lb't.oo 11+ot.T1 .Z.45.o.2.. 5.36 20 16+47.57 240.09 16+47.57 246,37 5.36 -------------- 21 1s+~.n Z.-41.?:e l5+8!>.1"7 2A"1.ol 5.36 -- ---------·-----· - 22 15+26.14 242.62 15+26.14 247.59 5.36 23 14+50.¼ :Z..4-4.()'l 1-'l+!:b. ¾ KNU Z.48. !"I 5.36 --------------------------------- 24 13+98.34 245.27 11+16.32 KNU 248.36 5.36 25 I:!>+ f>'i>. 2.t .t.-45.-4, 10+ 75.44 KNU 2.-ii,'IO 5¼ ----- ------- 26 l'!>+G.2..1?> 2:44,'!e 10+€,(,,<,4-KNU 1.,\"1.'10 5;3(, 27 12+91.94 244.41 12+91.94 246.38 5.94 28 IZ. + <£, I -4Z. t.AZ..1..5 1:z..+s1.4z. .2Al..$ 5.3<., ------ --------- 29 I 1+26.25 240.00 11+26.25 244.27 5.80 30 10+77.27 239.01 10+77.27 243.24 5.80 ----------------------- 31 21+16.33 264.68 21+ 16.33 270,76 5.36 32 21+84.53 270.00 21+84.53 277.42 5.36 . -_,_ ------------ 33 22+63,86 275.98 22+63.86 282.79 5.36 34 l!5+ 45. :'¾'.. t.e:z...10 :Z.'o +45.e.t.. .zes.<e 5.36 ------------------- - - --------- 35 Z.4+~/!fl Zbo.6'1 .fA +!>2-.ef'I 2.e,~:JS 5.36 36 25+43.ZO Z."l'o. ?>1 Z5+4~.fo Z.'1<,,-41 5.36 37 2U.02.9?,. 2R'l~"1 h.. ?1.• .,,~ ...... ~= "4 k.. 5.Q4. ----... .,.,. ---- 38 20+44.46 258.42 20+44.46 262.99 5.94 39 19+81.30 252.93 19+81.30 256.82 5.80 .. 40 19+ 10.70 246.79 19+10.70 249.86 5.80 41 18+39.10 240.57 18+39.10 244.54 5.80 ------------' ----------------------------------- 42 17+76.79 235.82 17+76.79 240.96 43 17+03.65 230.91 17+03.65 236.70 - ---------- 44 /6+24.95 225.62 16+24.95 230.48 45 16+13.61 224.86 16+ 13.61 230, /5 49 27+16.54 197.04 27+16.54 200.02 50 26+42.29 199.13 26+42.29 204.07 --- 51 25+74.83 202.99 25+74.83 208.70 52 25+07.33 206.85 25+07.33 213.30 53 24+46.03 210.34 24+46.03 216.11 ----- 54 23+86.03 213.78 23+86.03 217.13 55 23+15.03 215.58 23+15.03 217.85 56 22+42.63 216.99 22+42.63 218.79 r;7 ......... - - ? 1 ..L T<.57 _..,-r---V,8,J9. ?~7 ~n, 58 10+,z.:10 z.~.'oO lo+iL.7o Z.45.~ -. -, h·,,;-,,4" 2-,u.u" ,~ "'" ,C,"tU. I I 60 11+80.16 242.06 11+80. 16 246.67 61 12+35.58 243.48 12+35.58 247.22 62 13+19.24 245.64 32+36.65 cos 247.24 - - -------- 63 13+24.24 245.77 32+25.16 CDS 247.68 64 13+14.24 245.51 31+55.28 CDS 248./7 ------' . ----- ------- 65 13+05.73 245.29 31+20.00 cos 248.12 66 12+24.80 243.21 30+37.82 CDS 246.67 -------------- 67 11+44.65 241.15 11+44.65 245.77 68 10+87.24 239.67 10+87.24 245.12 ----------' -69 16+09.21 240.86 16+09.21 246.17 --------------------- 70 15+31.14 242.52 15+31.14 246.96 71 14+48.14 244.18 14+48.14 247.75 ~-.n-· ' ' • . ' , . "'1,!r< 'lf'') fV f_,,_ ,.__, ·--.. . -· ·-""' --------. --------------- 73 I l+"lr...94 ZA1.co 11+"7(.,"!-4 2.46:17 ~'7'r:-Bf/' ~/.vv -·--.... -. - 75 10+72.27 238.91 10+72.27 243.57 * LATERALS FOR LOTS 46, 47 & 48 TO BE CONSTRUCTED PER CONSTRUCTION CHANGE TO owe. 397-2 SHT.12 5.94 5.94 5.86 5.36 5.80 5.80 5.89 ---- 5.94 5.94 5.94 5.94 5.85 ~ -· 5.36 -., .. ;v 5.36 -. 5,36 5.36 - ----- 5.36 5.92 5.51 5.93 5,90 5,90 5.94 5.94 5.94 ~ Te 5.36 -· 5.36 LENGTH DROP LAT. OF TO SLOPE LATERAL MAIN % , Y,-/ V I'-/ \ 30.00 :Z..:90 'f.00% 30.00 '\,e<t 200% 30.00 5.SO 1 .00% 30.00 6.26 2.\/0% ----------'--- ---------i 1oo% 30.00 6.18 30.00 4.28 200% 30.00 2.55 J 00% -- 30.00 2.04 ~ 00% 30.00 1.70 200% 30.00 2.69 ◄ .00% 36.01 4.50 2.'00% 37.43 5.61 2.00% 39.68 6.57 2. 0% -· ----- --------. - 30.00 6.68 2. 0% 30.00 c;,_99 t~; ----------------------- 30.00 7.'1.2.. 30.00 7.25 2. 00% --------------------------- 30.00 6.70 '2.00% 30.00 (,,'22,. i 0% 30.00 5.68 2. 0% 30.00 6.o~ 4. 00% 30.00 4.37 2 1()0% ~.oi:, 3.60 2 00% 36.66 2.36 L 00% ----------------------------- ~-40 t."10 2 .00% 4o.~ 1.91 2 00% --------------- 30.00 1.37 $ .00% 30.00 ~.'!>o .'(JO% 2 - - - -__ ,. __ -------------------------- 30.00 3.67 2 00% 30.00 3.63 ) 00% 30.00 5.48 200% 30.00 6.82 J.00% 30.00 6.21 2. 0% 30.00 .Z..'o~ 2 . 0% 30.00 2. S(., 2.00% 30.00 z..r;;o .00% .,A ,n nr,, .. A. 73 l,-/2.00% 30.00 3.97 2.00% 30.00 3.29 2.00% ----------- ----------------- 30.00 2.47 2.00% 30.00 3.40 2.00% 30.00 4.54 2.00% 30.00 5.19 2.00% 30.00 4.26 2.00% 30.00 4.69 2.00% 30.00 2.38 2.00% ' 30.00 4.34 2.00% 30.00 5.11 2.00% 30.00 5.85 2.00% 30.00 5.17 2.00% 30.00 2.75 2.00% 30.00 1.67 2.00% 30.00 1.20 2.00% ·-A, I"-. 2.00% 4,_ 28.00 5.4b l)2.00% - -... --' ---.. ~ ,,, 2.00% ~v,vv . 28.00 4.05 2.00% ---------------------------------- 28.00 3.18 2.00% 28.08 1.04 2.00% ' ----------- 27.69 1.36 2.00% 65.54 1.35 2.00% 66.96 1.49 2.00% 33.18 2.80 2.00% 28.00 4.06 2.00% 28.00 4.89 2.00% 30.00 4.71 2.00% ----. 30.00 3.84 2.00% 30.00 2.97 2.00% -' ·-~~ . ~ 2.00% L/ ~• 30.00 4.17 µ.00% -.. •---- '"-Jll.CJIJ'• , ·~ • 2.00% 30.00 4.06 2.00% HUNSAKER & ASSOClA TES SAN DIEGO, lNC. PLANNING 10179 Huennekens Street ENGINEERING San Diego. Ca 92121 SURVEVlNG l'H(858}5511-45()0• fX{858)558-1414 ~--------.. -· --. ____ . __ .,_,_,_,. .. , . ~l<.,/0"1 re.u-1 o1/oe /""I IZ-L-H DATE INITIAL ENGINEER OF WOR CL --·-------·--·- -----·----- !tl. AO · e..Jll ... i' (4) LENGTH OF LATERAL 1.0' MIN DROP TO MAIN (2) "" """""" ---· ""'" ,.,_ __ ------ ---··---··" ----· -----·--· /1\ft.e.v\oe, ~ft-us.re\<'.A.L. 1~ REVISION DESCRIPTION PL TC (1) DEPTH BELOW PL . ---- ' ----"'" -, .... .,.-... . ..... ~---------- . . -. ---I i i ~ -- DATE j 1N1TIAL lf,ITIAL OTHER APPROVAL ClTY APPROVAL ----ENGINEER OF WORK ~ ,-/~~a.t:: vl.ti/4~ MNo L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" ~ ~~---3/?..-e/•? DATE RCE 4bv'7O EXP. 9:i(::x::f£?0 RE'llt=WED SY: ~ n<'J ~£ __ -fl{{~ &/IP 7 INSPECTOR' --DATE ~[-CITY OF CARLSBAD SHEETS 9 ___ ENGINEERING DEPARTMENT --· ------" ., .. ---------- IMPROVEMENT AND UTiL!TY PLANS FOR: LA COSTA GREENS NEIGlIBORHOOD 1.09 APPROVED ~"',< LLOYD 8. HUBBS /4 ,< ~ ~~ -----T\-, {'/>;:/<:# CITY ENGINE;--RCE ?-.____ Exe 12-1,,05 DATE . -···--·~~ OWN BY, PROJECT NO. DRAWING NO. CHKD BY, c;vP CT 02-22 406-7 RVWO BY: UL W.O. No. 2352-68