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Home My WebLink AboutDWG 406-6; CT 02-23; LA COSTA GREENS NEIGHBORHOOD 1.08; 01-16GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED 8Y THE CITY OF CIRLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF Pl.ANS. , 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CIRLS&IO MUNICIPAL CODE, RESOLUTION OF CONDffiONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY IIAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELJEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVE'.RED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL f. A RIGHT-OF-WAY PERMIT FROM THF: CITY ENGINITR WILL BF: RF:QUIRF:D FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF /NSUR/,J,/CE IIUST BE FILED NAMING THE CITY OF CIRLSBAO AS AN ADDmONAL INSURED ON THE PERMITTff's POLICY IN THE MINIMUM AMOUNT OF $7,000,000.00 FOR EACH OCCURRENCE OF UABILITY. THF: INSURANCF: COMPANY WRmNG THE POLICY /JUST HAVE A RATING Of "A" ANO A SIZE CATEGORY OF CLASS V AS fSTABLISHED 8Y "BESTS" KEY RATING GUIDE. 11. NO WORK SHALL BE COl./1./ENCF:D UNTIL ALL PF:RMITS HA\IF: BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. Ii. REVISION OF THF:SE PLANS MAY BE Rf'QUIRED IF THE PROPOSED IMPRO\IF:MENTS NIE NOT CONSTRUCTED PRIOR TO THF: DEADLJNE DATE OF THF: IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MAO£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THF: CITY ENGINEIR, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND TTTLE SHEET. B. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITr' UPON BEING SIGNED 8Y THE CITY ENGINEER, 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS SY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCF:SS FOR FIRF: AND OTHF:R EMF:RGENCY VEHICLES SHALL BE IIAJNTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE W/11-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEITS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED 8Y A PROFESSIONAL ENGINEER OF THE STATE OF CALJFORNJA, PRlNCJPAL.LY DOING BUSINESS IN THE FIELD OF APPLJED SOILS IIECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO 1HE CITY ENGINEERING INSPECTOR WITHIN 1WO WORKING DA'rS OF COMPLETION OF FIELD TE51S. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THF: CITY ENGINEF:RING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 1i. A PRfCCJNSTRl/GllDN MfITING SHAI I Rf Hf' D AT IHf SITE ffllQR m THE BEGINNING Of WORK AND S/iALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTTNG ANO ALL Qn,£R ASPECTS OF THE' WORK, Tl-IF: CONTRACTOR SHALL SCHEDULE Tl-IE MEETING THROUGH THE PERMIT CLERK( 4J8-J89 I) AT LEAST FIVE(5) WORKING DA'rS PRIOR TO STARTING CONSTRUCTION. APPROVF:D DRAWINGS MUST BE: AVAILABI..F: PRIOR TO SCHEDULJNG. I J. Ail INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION 1./EETTNG WILL BE DE BY CALLING THE ENGINEIRING 24-HOUR INSPECTION REQUEST LINE AT 760 4:58-J891, INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON IJ:lf DAY BEfORF IJ:lf INSPECT/ON IS NfEOfQ INSPECTIONS WILL BE MADE THE N£Xr WORK DAY UNLESS YOU REQUEST OTHf;RWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR 1WO FULL WORK DA'rS LATER. 14. THE OWNER AND/OR APPLICANT TI-IROUGH Tl-IE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFITY DEY/CES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFDRI.I/NG TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DUAJL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING Tl-IE DESIGN OF SHORING, BRACING SLOPING OR 011-IER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURJNG 1HE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG Tl-IE PIPF: INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY Tl-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EX CAVA TIQN. IF THE PLAN VARIES FROM THE SHORING S'YSTEM STANDARDS FSTABt ISHfD RY THE AJNSJR!/GI/PN SAffIY QBQfRS UD f 8 CAl,,ffQRNIA AQMIMSTRAT{VE COD£ THE' PLAN SffAU. BE PREPARED BY AN CNG/NEER AT 1HE CONTRACTORS EXPENSE, A COPY OF THF: OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. If ANY ARCHAEOLOGICAL RF:SOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, QPfRAUQNS W/11 CEASE /NMEQIAIEI Y ANO THE PE:RAIITTff WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT TI-IE:RUO, INCLUDING WARMING UP, REPAIR, ARRNAJ.. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTI-IER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EAR1HMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON. WEF:KENDS OR HOLIDAYS. (A LIST OF CITY HOL/DA'rS IS AVAIJ..ABJ.£ AT THE ENGIN££RlNG DEPARTM£NT COUNTER.) Ill. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED 8Y THE CONTRACTOR TO Tl-IE Cl1Y ENGINEER FOR APPROVAL !WO f[JLL WORKING DAYS PRIOR TO BEGINNING OF WORK. Tl-IE CONTRACTOR SHALL BE RESPONSIBLE FOR mt DEBRIS OR DAMAGF: OCCURRING ALONG IJ:lf HAUL ROUT£ QR ADJACENT STREETS AS A RESULT Pf IJ:lf GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED W/11-IOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. 1HE EXISTENCE AND LOCATION OF UTU.flY STRUCTURES AND FACILITIES SHOWN ON Tl-IE CONSTRUCTION Pl.ANS WERE OBTAINED 8Y A SEARCH OF Tl-IE AVAILABLE RECORDS. ATTENTION IS CILLED TO Tl-IE POSSIBLE DCISTENCE OF OTHER UTILITY FACILJTIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON 1HE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON Tl-IE PLANS AND ANY OTHER EXISTING FACILJTIES OR STRUCTURES NOT SHOWN. 21. THF: CONTRACTOR SHALL VERIFY THE LOCATION OF ALL F:XIST/NG FACILffiES (ABOVEGROUND AND UNDERGROUND) WITHIN Tl-IE PROJECT SITE sumCIF:NTT..Y AHEAD OF 1HE CONSTRUCTION TO PERMIT Tl-IE REVISIONS OF Tl-IE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. Tl-IE CONTRACTOR SHALL NOTIFY N'FECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR TI-IF:IR FACILITIES AND SHALL COORDINATE WORK W/11-1 A COMPANY REPRESENTATIVE. UNDERGROUND SEJMCE ALERT SDG&E PACIFIC BELL ADELPHIA COMMUN/CA TIO NS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) HUNSAKER & ASSOCIATES SAN OIECO, INC. Pl.ANNING 10179 Huemekens Street INCINmUNC San lliqo, ca 92121 UVEYINC Pti(B5a)558-4500· FX(a58)5SB-1414 (800)422-41 :SJ (800)660-7J~ (800)892-012J {760)~8-7741 {760)806-9B09 (760)4J4-29B0 (760)438-2722 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF Tl-IE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST l!E SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A 11/NIIAUM OF nlO /2/ CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOv.N ON THE "AS-BUILT" PLAIIS. 110 DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED Pf1/0R TO CONSTRUCT/OIi OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF I ,350 OR ASBESTOS CEMENT PIPE WITH A tl/NIMI.IM D-LOAD OF 2 TIMES THE MINIMUM D-LOAD REOUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MllY BE UTILIZED Pf10VIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE llEETS AS1M STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. ll-lERE AN EXISTING PIPE LINE: IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TM'NTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SO/LS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY THE CI TY ENG I NEER. 6, WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.:S OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. ll. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF INQRK OF THIS PLAN PER SDRS DWG M/9, I, ALL SURVF:Y MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. JO, 7WO /2} SETS OF SURVEY /CUT} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. ENGINEER'S NOTES ' ' I. NEITHER THE OWNF:R, NOR THE ENG I NEER OF WORK WI LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FDR CONFORMING TO ALL LOCAL, STATE AIID FEDERAL SAFETY AIID IIEALTII STANDARDS, LAI\S AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS OUR/NG THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLIJOING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARAII..ESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, F:XCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENG I NEER, 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREF:TS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY OUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY 111'.lRK BY CALLING THE ENGINEER OF I/ORK AT (8581 558-4500. 4. THE CONTRACTOR SHALL 'lfl/lFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS. PRIOR TO TRENCHING OR FORMING AND SHALL BE:AR THE: COST OF ALL REIK}RK Tl/AT RESUI.TS FROM PROCEEDING USING INCORR.CT STAKES THAT ARE: NOT VAl.lDATE:D BY THE CONTRACTOR PRIOR TO COl.t.lENCING CONSTRUCTION. 11. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT 11/GHT 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 FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UT IL I TI ES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, BEFORE EXCAVATING FOR ENGINEER'S NOTES (CONT.) 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF INORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. 11. THE CONTRACTOR SHALL NOTIFY TH£ SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NE.W UTILITIES. THE SURVf:YOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENG/WEER OF IKIRK WITH A LETTER OF CERTIFICATION STATING THAT ALL I1.f>ROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES ANO 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 ONSITE AT ALL T/IES FOR USE BY THE ENGINEER OF 111:lRK, SOILS EI/GINE:ER AND THE CITY INSPECTOR, THE GENERAL CONTRACTOR'S SUPERINTENDAIIT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS !NORK PROGRESSES. SAID PLANS SHALL IE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. IJ. RETAINING WALLS, IF SHOWN Hf:Rf:ON, ARf: INCLUDf:D AS SIJPPLEIAEIITARY INFORMATION. DETAILED PLANS, A SEPARATE PF:RMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE 11/CORPORATED INTO AND MADE A PART OF 11-1/S PLAN. ALL CONSTRUCT/ON SHALL 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 IIIIITER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD, 16. CONTRACTOR SHALL SUBIIIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFILF:S SHOW A GRAPHICAL REPRESENTATION OF THF: WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH n-lF: FOLLOWING DOCUMENTS, CURRENT AT n-lE TIME OF CONSTRUCllON, AS DIRECTED BY THE CITY ENGINEER. I. · CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. .J. THIS SET OF PLANS. 4. THE STANDARD SPECIFICAnDNS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT l<ND RECOMMtNDAllONS BY GEOCON, INC. SOILS ANO TESTING, INC. DA TED, &#ARCH 2000. 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY n-lE CITY OF CARLSBAD STANDARDS. 7. FINAL PROGRAM BR 98-07. 8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS ANO SPECIFICATIONS FOR CONSTRUCTION OF WATER AND SEWER SYSTEMS. 9. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLLJnON NUMBER 5487 DATED OCTOBER 15TH, 2003. 10. STORMWATER MANAGEMENT PLAN FOR CT 02-23 PREPARED BY HUNSAKER DATED APRIL 15, 2003 1,EGEND DESCRIPTION STD. DWG. SYMBOL SUBDIVISION BOUNDARY RIGHT OF WAY UN£ PROPERTY LINE CASEMENT LINE A.C. PAVING/BASE ALL WEATHER ACCESS ROAD (4" A.C./ 4" A.B.) 6" TYPE G CURB & GUTTER PEDESTRIAN RAMP TYP£ ':.i • CROSS GUTTER --------QUANTITY 175,047 S.F. 4,025 S.F. 9,440 L.F. 12 E.A. .J,f 17 S.F. II. STREET L /GHTS PROPOSED BY THIS PLAN ARE PRIVATE. THE PRIVATE STREET LIGHTS THIS CONTRACT, THE CONTRACTOR SHALL IIAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UT IL I Tl ES AFFECT I NG THE IM:lRK. WHETHER SHOWN ON THE PLANS OR NOT. CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, Ml/EN MAKING ADDITIONAL CONNECTIONS OR RF:ALIGN/NG THE SYSTF:M. CHANGES TO THE SYSTEM, RF:OUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS, IJODIFIED CROSS GUTTER CONCRETE SIDEWALK CURB OUTLET (INCLUDED ABOVE) ARE OWNED AND OPERATED BY THE HOA. PR I VAT£ MA I NTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHAIENT PERMIT, PR 03-123 "DECLARATION OF RESPONSIJl1,E CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF KORK FOR THIS PROJECT SHEETS 1-12, THAT I HAVf: EXf:RCISED R£SPOIISIBL£ CHAiia£ OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE IE, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKf:R 8 ASSOCIATf:S ADDRESS: IQ 179 HUEl'INEKENS AVE CITY, ST. ,~S.,.4..,1/.,.Q.....,lf,..G..,o....,c .. 4 _______ _ TELEPHONf: f656 I ;'i58-4,5QQ :·;~if44 EXPIRATION DATE: ~li-f-3-Q/~()4~-------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THF:SE: PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS I 1-30-97/ AND FIELD SURVEY BY O 'DAY CONSULTANTS IN APRIL, ZOO/. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS PHASE I GRADING PLANS, PROJECT NOC, T. 19-03, DRAWING NO. 397-ZA REFERENCE DRAWINGS CITY DF CARLSBAD DRAWING 397-2, 397-ZD, 406-6A OWNERS/ PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION 1903 r.fl/GHT PLACF: SUITE /80 CARLSBAD, CA 92008 (760} 929-2701 1:EGAL DESCRIPTION LG '--""~ BEING A SUBDIVISION DF LOT Ii AND 19 OF THE CITY OF CARLSBAD TRACT CT 99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 12, 2003 TOGETHER WITH PORTIONS OF ALICANTE ROAD AND LAP/S ROAD. AS DEDICATED TO PUBLIC USE. PROJECT LOCATION TH 15 PROJECT IS LOCATED WI TH IN ASSESSORS PARCEL NUMBER IS J 213-111-02. 03. 06. 8 07 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 19B5 E 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYTEJA -1983, ZONE VI. 1991 .35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NADB3J, GRID BEARING BETWEEN STATION CLSB-153 ANO STATION CLSB-070 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NEnlORK ESTABLISHED BY RECORD OF SURVEY MllP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RF:CORDER ON FEBRUARY 8, 2002. IE: N 36"47' 12" W SHEET INDEX NOTES AND LEGEND KEY MAP AND SF:CT IONS IMPROVF:MF:NTS SEWER LATERAL TABLE LAPIS RD. PRESSURE REDUCING STATION SHEET I SHEET 2 SHF:F:T :S -II SHEET 12 SHEET 13-16 SPECIFIC ATTENTION SHALL BE MADE IN AREAS IW-IERE THE PROPOSED lllf'ROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF INORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJfCT, AND ALLOW SUFFICIENT Tlllf FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTIL/TlfS REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS IIELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACf ITEMS REQUIRE:D TO REMAIN IN PLACE 'Ml/CH ARE DAMAGED, DURING THE COMPLETION OF Tl-IE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. S. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY Tl-It OWNER TO CCJ.f'LETE Nf:CESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS D/RfCTED IN THE PREL /Ml NARY 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 BEGIN CURVE BEGIN VERllCAL CURVE BOTTOM OF WALL CURB CINTER OF CUL-DE-SAC CUL-DE-SAC STAllONING CENTERLINE CEMENT TREATED BASE DRMWAY END CURVE STORM DRAIN NOTES I. 2. 3. STORM DRAIN PROFILF:S SHOW A GRAPHICAL RF:PRESF:IITATION or THE CALCULATED HGL DIJRl/16 THE DES/GIi STORM, AS REQUIRED BY THE CITY. TIIE CALCULATED HGL CAN 8E FOUND IN THf APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR US£ OF tHE HGL SHOWN HEREON, BY OTHERS, 'MIEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REOUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT ·oR ABOVE THE PIPE SOFFIT SHALL BE CONSTRUCTED W/11-1 WATER TIGHT JOINTS WITH NERON REINFORCF: CONCRF:TE PIPE WITH REINFORCED THERMOSETTING RESIN IRTRJ COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF AS1M C76, C36/, AIID C443. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND $HALL IIAVf A 1111/lltll.ll COVER OF 1-112 INCH OVER THE INVERT REINFORCING srm. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE lo= 5.000 PSI. FOR VfLOCITIE:S fXCEEDING JO FEET PER SECOND, USE lo = 6,000 PSI. BC BVC BW CB cc CDS CL CTB DWY EC EOP EVC FL EDGE OF PAVEMENT END VERnCAL CURVF: FLOW LINE \ I FS GB HP l<NU LT LP &IVC N.T.S. PCR PRC RCP RP RT SD ST. TC 7W VP! FINISHED SURFACE GRADE BREAK HIGH POINT KNUCKLE STAllONING LEFT LOW POINT MODIFIED VERllCAL CURVE NOT TO SCALE POINT CURB RETURN POINT OF REVERSE CURVE RfiNFORCED CONCRETE PIPE RADIUS POINT RIGHT STORM DRAIN STREET TOP OF CURB TOP OF WALL VERllCAL POINT OF INTERSECTION -, ),,. -§ ._ ?1 I I I "" ~\ 0\ o\ 0 \ ,~ ' VICINITY MAP NTS --V'-Q -\ .g_ -~ ~ ~ .. "''" ,""J\.~. / J l[l WRYARll'iE Cotr - U(;-7, •-c-9. *"G-10 -0-25 PROPOSED SIDEWAI)( UNOERDRAIN (SEE DETAIL SHT. 2) **D-27 DRIVEW..,Y ••#f,-14 --A~~I ~K-- '/D!Yc'W. fJfEN.ut'tlolc5&9,~'-i1rS~fffJ •••E-1, ••£-2, ••u-21 o--0 EX/SllNG STORM DRAIN =====---====--==== PROPOSED 18" STORM DRAIN PROPOSED CURB INLET TYPE "8" •••D-2, •DS-1 PROPOSED CURB INLET TYPE "8-1• •uD-2.. *DS-1 PROPOSED CURB INLET TYPE "8-2· ·••D-2, •os-t PROPOSED CLEANOUT TYPE "8-5" ••D-9 PROPOSED CATCH BASIN TYPE "F" ••0-7 PROPOSED SEWER MAJN(SDR 35) •s-5, ••s-11, •-s-12 PROPOSED SEW£R ACCESSHOLE •S-1, *S-4 PROPOSED SF:Wm CL.EANOUT •S-6 SEWER END PLUG £XJSnNG SEWER £XJSnNG WATER UN£ PROPOSED WA1TR MAIN GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER END CN' ASSFMBl Y CONCRETE LUG CONNECTION 2• BLOW OFF ASSEMBLY 2" &IANUAL AIR RELEASE ASSEMBLY 2• AIR-VACUUM VALVE STREET CENTERLINE MONUMENT 4• SEWER LATERAL W/TRAmC LID I• WATCR SERVICE *W-16 •w-12 •-0-6J •w-6 •w-6 *W-7 ••M-10 •s-1 *W-3 °2" IRRIGATION SERVICE W/ BACKFLOW PREVENTER -W-4 12" WHITE LIMIT LINE, "sTOP" PAVEMENT LEGEND PER CAL TRANS TRAFFIC MANUAL (rHERMOPLASTIC} · DOUBLE STREET NAME SIGN SDM-102 P£R C'.L TRANS TRAFFIC MANUAL STREIT SIGN (TYPE PER PLAN} SDM-102 PER CAL TRANS TRAmc MANUAL BARRICADE 11-,6 - [9 -s---0-- -s·------o -s------, -s------------w-- ---w-- ----ae---§ FH -----3 --8~=1]_ ___ MAR --_ __ AVA --- 6 --,--,,..f't"'-2;'".',~i-'":~-.. :-,-:~-. ~-@ ----......... ,_ ... '_ ..... "',,-. --® -------© ·~ ... \ ;,-:~" .... ,,, . ,.. ~~-..;--ir · 0 44,086 S.F. 1 £.A. 82 £.A. 14,184 S.F. 20 E.A I, 176 L.F. 2 EA 6 EA 1 E.A. .J EA 2 £.A. 4,910 L.F. 19 E.A. 3 E.A. 1 EA 4,781 L.F. 18 E.A. 10 EA 8 E.A. I £A 8 £.A. 7 £.A. 8 EA J4 E.A 82 E.A. 82 £.A. 2 EA 5 EA 8 £.A. 10 £.A. 60 lF 2 EA DEMOUNTABLE POSTS ENGINEER OF WORK • CITY OF CARLSBAD/CMWD STANDARD DRAWING ~{~:~ ~y • • COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING DATE • • • AS IIODIFIED BY TH£ CITY OF CARLSBAD STANDARDS R.C.E. NO. 48670 EXP. 6/30/04 CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREIIENTS: NWBER OF F.H. 's...JL F.fLDWlJi}f) G.P.U. 0//T OF....L F JI. 's ~,,./~~d_ ...-,,o,~~ ,, m Ii., /Qe? \ • -·':-,s CARLSBAD MUNlCIPAL WATER DISTRICT DATE -RCE -160 'lo EXP. 12(,i?>o,L·o \:\8 o r~ ~ ~~ Bl.OGl"./NKI.El)? YES F.FLOW ~ G.P .JI. RE:::~~a 0 4-&:.~--t~~~ ~~/..,y . ~~~ "f/ela& t,,_..;, - J"<IWl~L1-tt; .--FoA.. WILLIAM !'., PL,MMER D Tf O[PUTY CtTV ENGll'JEER R.C.E' a8176 Elt'P. 3/31/01, INSPECTOR --'"" DATE ----I SH;ET I CITY OF CARLSBAD ~ ·, FIRE HYDRANT LAYO]Il'. ~LAN SCALE 1 "=foo· ENGINEERING DEPARTMENT 6 IMPROVEMENT AND UTILITY PLANS FOR: BENCH MARK IMPORTANT NOTICE LA COSTA GREENS NEIGHBORHOOD 1.08 DESCRIPTION: ~RASS DISC IN WELL MONUMENT SECTION 42166(/217 OF THE GOVERNMENT CODE '5.D. CO. CONTROL PT. REQUIRES A IGALERT IDENTIFICATION NUMBER BE 18D0-288+89 EC) ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE APPROVED , /';pd LLOYD B. HUBBS LOCATION: ON F:L CAAi/NO REAL. 2. 6:J Ml. VALID. FOR YOUR DIGALERT I.D. NUMBER CALL /4 's ,.,.:ea.~~ .r/L./e,'I NL 'y FROM IA COSTA AVENUE UNDERGROUND SERVICE ALERT AT: CITY ENGINEER ~ 2 :!88-E~-12,Z:l 1}'05 ' ' DATE I i"'/'"1/ae. ""'-t--1 It\ ...0-0UL.,-RECORD FROM: NO/UH COUNTY CONTROL DATA TOLL FREE 1-800-422-41 JJ OWN SY, I PROJECT NO. I ORAWING NO. DATE INITIAL DATE INITIAL DATE .JNITIAL CHICO SY: GV P 1WO WORKING DAYS BEFORE YOU DIG REVISION DESCRIPTION RVWD BY: jjlt,-CT02-23 406-6 El.EVATION: 311.41 NGVD 1929 ENGINEER or WOR OTHER APPROVAL CITY APPROVAL R, \0 32 6 \S.E ng \ I spr o v eM e o ts \0 3 26 lo 01.dwgl 12 7 5 lApr-16-2 00 4, 1 o, 50 W.O. Iyo. 2352-67 ...... 2. ...... cri , \ \ ,) ) . . SIGNING AND STRIPING NOTES I. TH£ CONTRACTOR IS RESPONSIBLE FCJR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHAU. CONFORM TO THE LATEST CAJ..TRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION 1HEREOF), Tf/ESE PLANS AND Tf/E SP£CIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUEiJECT TO Tf/E APPROVAL OF THE PUBUC WORKS DIR£CTOR DR HJS REPRESENTA71V£. PRIOR TO INSTALLA710N. ~-ANY DfVIATION FROM THESE: SIGNING AND STRIPING PLANS SHALL BE APPROVED BY TH£ D«;INEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE F'/ELD. 5. ALL SIGNING AND STRIPING SHALL BE REFl..EC71\IE PER CAJ..TlWIS SPECJFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INJTIAL PAINTING. SIGNING SHALL USE ENCAPSUJ..ATW LENS R£FLECTIVE SHEE71NG (HIGH INTENSITY OR EQUAL) 6. PRIOR TO FINAL ACCEPTANCE OF STRE£T II.IPRO\IEM£NTS, ALL STR££T STRJPING AND MARKINGS WITI-IIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE R£STORED TO A "LIKE NEW" CONDITTON. IN A MANNER MEE71NG THE: APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING NID STOP LIMIT LINES, SHALL BE APPROVED BY THE PUBUC WORKS DIRECTOR OR HJS REPRESENTATIVE: PRIOR TO INSTALLA710N. 8. CONTRACTOR SHALL REMOVE: ALL CONFLJCTING PAJNTEJJ LJNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL Bf: PROMPTLY R£MOVED BY THE CONTRACTOR. II. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VfRSION OF THE CALTRANS MfTRIC STENCILS. 10. LJMIT LJNES AND CROSSWALKS SHALL BE F1£W LOCATED. CROSSWALKS SHALL HA\IE ID' INSIDE DIMENSION UNLESS OTHERWISE SPEC/RED. 11. ALL CROSSWALKS, UMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAI/OIENT LEG£NDS SHALL BE THERMOP!ASTJC UNLESS OTHERWISE SPECIR£D. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TD THE LATEST CALTRANS TR>FFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. f J. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN ~ CALTRANS Tf!AFFlC MANLIAI. UNLESS 07HERWISE SPECIF1£D. 1:5. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WIT// BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARO DRAWING 1.1-45. 16. WHEN A SIGN IS ATTACH£D TO A POLE, ,r SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKU WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DEI.NERED BY THE CONTRACTOR TO THE: CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 1B. ALL SIGNS SHOWN ON Tl/ESE PLANS SHALL BE Nr'N SIGNS PROVIDED AND INSTALLED BY THE OONTRACTDR D<CEPT THOSE SIGNS SPECIF/CALLY SHOWN AS £XIS71NG TD RELOCATED OR TO REMAIN. 19. (IF NE:CESSARY) WHERE Rl SIGN AND T'IPE N-1 OBJECT MARKER ME TO BE INSTALLED IN A 2-FCJOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE 1s·x24• AND THE N-1 OBJECT IJARKER SHALL BE 12"X12". CMWD SEWER NOTES: 1. ALL SEWER IIAIN AND APPURIDIANCE:S SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ "CARLSBAD MUNlClPAL WATER DISTRlCT'S SEWER SYSTEM -DESIGN CRITERIA. STANDARD DRAWINGS ANO SPECIFICATIONS", LATEST EDffiON, AND 7HE STANDARD SPECIFICATIONS FOR PUBLJC WORKS CONS1RUCTIDN, LAT£ST £DIT/ON (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE OMS/ON OF INDUSTRIAL SAFETY BEFOR£ ANY fJ<CAVA 11DN AND SHALL ADHERE TO ALL PROVISIONS FO THE STA TE CONSTRUCTION SAFTIY ORD£RS. J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM. A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. rr MUST BE SIGNED AND APPROVED BY THE DIS71'/ICT's ENGINEER AND SIJPERJNT£ND£NT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT or WAY PERMIT SHALL 8£ REQUIRED. /5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUC710N (TEL£PHONE: [760]-4J8-J89I). 6. USE BUTYL NE:CK ROPE lN ALL ACCESS HOLE JOINTS. CMWD WATER NOTES t. !MID;' IIAIN AND APPURTE:NANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCT/ON OF POTABLE WAID;' MAINS -CARLSBAD MUNICIPAL WATER DISrRICT, • OCTOB£R t99J OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DMS/ON OF INDUSTRIAL SAFETY ANO PROVIDE: PROOF OF OSHA NOTIACATION BEFORE ANY EXCAVAnDN AND SHAU. ADHERE TO AU. PROVISIONS Of THE STATE CONSrRUCTION SAFETY ORDERS. J. BEFORE ANY CONN£CTION OR SHUT DOWN OF VALITT ON £XIS71NG C.M.W,D. LINES, A PERMIT SHALL BE OBTAINED FROI.I THE C.M. W.O. OFFICE AND MUST BE SIGNED AND APPRO'IED Bl' DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PR£CONSTRUCTION CONFERENCE MEE71NG SHALL 8£ HELD A MINJMIJM OF SEVEN (7) DAl'S BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLS8AD ENGINEER/NG D£PARTMENT ({760] 4.JB-J891) FOR SCHEDULJNG. 5. THE CONTRACTOR SHALL N011FY CITY OF CARLSBAD £NGIN£ERING OEPARTl./£NT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION ~y BE PROVIDED -TFI.EPHONE NO. (760) 438-J891. 6. NO TRE:£5 OR STRUCTURES SHALL BE ALLOwal IN THE WAID;' LINE EAS£MENT. ALL EXISTING TREES AND S1RUCTIJR£ SHALL BE REMOVED PRIOR ro CfJMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRJTTEN PERMISSION FROM THE DISTRICT ENGINEER. 1. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED 8Y MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS rEST REPORT AND DEMONSTRATES THAT PROTEcnON CAN BE PERFORMED IN ANOTHER MANNER, THE D15mlCT ENGINEER WILL CONSIDER AN AJ..TERNAnVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VfRTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK V.U\IE AND BU/WING SHALL BE DITERM1N£D BY THE CITY OF CARLSBAD FIRE IIARSHAL. CMWD CONSTRUCTION NOTES 1. ALL POT;,£//.£ WAID;' SERVICES SHALL BE: 1" AND ALL POTABLE WATER M£TERS SHALL BE ,VB" (UNLESS OTHERWISE: NOTED ON PLANS). 2. ALL WATER METER BOXES SHALL 8£ t 7"x.JO"X12" POLYMER CONCRETE AS ltlltNUFACTURED BY ARMORCAST DR EQUAL. S. MINIMUM SPACING BETWEEN POTABLE WATER I.AT£RAJ..S AND SEWm SERVICES SHALL BE 5 FEET. 4. THE TOP OF WAT£R METER BOXES SHALL BE FLUSH WITH THE RN/SHED SURFACE GRAD£. 150 0 150 SCALE 1 '= 150' SUBDIVISION BOUNDARY RIG/ff OF WAY LEGEND 300 txXl 0--------0 ◄50 ' .~ \_~'"" " FIRE HYDRANT PRJVATE STRE£T llGHT STORM DRAIN ===-==== WATER UN£ SEWER LINE 5mEET SIGN DOUBLE STREET NAME SIGN j 1 13• 10'* MIN. .,... + l(J'/56'* 17' 8'* J0'/28* 17' B'* .;;;--,-STD£WALK 6" rn>£ G CUR ~ .\ FIRE HYDRAN 4• A.C PA 1/EMENT AND •• BASE (MIN.) SE£ STRE'ET NOTE I 6" IVA1ER 2_0• AND GUTTER n \ 2x ""' " '"''" -"""""," ,_---------------- 11· 11 STORM DRAJN 11=4.S CUL-DE-SAC 11=5.0 LOCAL STRIT15 7'l z 9 6 PRIVATE: STREET LICHT IJ' 6ee le'1f'~o-1e.He.ur :>-iee~ fi:,f!:. .l>o-!:>IJ1L-T !"AVeHel.JT =:.Tioµ-::, MALACHITE PLACE, OBSIDIAN PLACE, ONYX PLACE SARDONYX STREET, VER MARINE COURT, AND A PORTION OF LAPIS ROAD NDT TO SCALE • {)£NOTES 56' WIDE ROW WITH J6' WlDE CURB 70 CURB .. .J' 1,//N/J,//JI.I SETBACK TO H04 I.IA/lvrAINEO SLOPE roE AT R.O.W. UTHEJiWISE 41 SUBDIVISION BOUNDARY 8 40 .J9 19 NO. ,s TB KEY MAP PL RW If I I Pt I l'"t--+,-TYPICAL SWALE >-j I I FUTURE DRAIN BOX TO CONNECT ro SIDEWALK ----f'"-t--UNDERDRAIN PER PRECISE -GRADING PLAN ,I CURB THE GREENS NEIGHBORHOOD 1. OB -y ,,,..__.,.. ENGINEER Of WORK J ~ Y ,;lJ r/44& r R~ MARTIN DATE TYPICAL SIDEWALK UNDERDRAIN DETAIL NTS R.C.E. NO. -48670 EXP. 6/30/04 "AS BUILT" NOTE: fl/El?Y LOT SHALL H4VE 1 SIDEWALK IJNDERDRAJN PIPE PER SDRSD D-27. LOCATION 1P BE SHOWN ON "AS-BUILT" PLANS. ;;j;,,,t ✓~~ a,:./ic,/oe, 0ATE RCE :"n'X,7o EXP. ~/e~/1O REVIEWED BY: , / A c:!$A~ INSPECTOR ... O----+---+----------+---+---t----+-------IISH2EETl~C-IT_Y_O_F_C_A_R_LS_B_A_D~~ _ ENGINEERING DEPARThAENT ~ 1---+---+----------------+---+--+-----1----1 IMPROVEMENT AND UTILITY PlA"IS FOR: IA COSTA GREENS NEIGHBORHOOD 1.08 PIANNINC ll11'l """1llebns S.- INQNEIRtlC San DieJo, C.. 92121 IIJlVEYlNG OH(85a)558-ISOO· FX(65!)558-1414 HUNSAKER APPROVED ,,.._ LLOYD 8. HUBBS & ASSOCIATES /4<," r:'. ... ~;? ~-JI!'~ S"/~/D ... l---l----+----------------+---+-----11----+-----I CITY ENGINEER A(c[ 23Rii,i En 12/JJ/05 DATE /;il;,i,m SA.N DIEGO. INC. ' a,,J,-,/oe. ~ 1l\AO-e>uLT OWN SY: ____ , I PROJECT NO. DATE INlTIAL OAT[ INlTIAL DATE INITIAL CHKD BY: (,',IP Cf 02_23 ENGINEER OF WOR, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: :\\i,, . I DRAWING NO. . 406-6 W.O. No, 2352-67 I ; J CENTERLINE DATA Q B[ARING D[LTA RADIUS LENGTH REMARKS N 71"24'17" E 64.57' 2 H 71"24'17" E 61.76' 3 H 71'24'17" E 1.24' o-4-+-_1_1 ·_2_9_'SB_" ___ -+-~200 .. ~o.._o'---l----'4"'0'-'.1-'4~• +------ 5 N ll2'54'15" E 110.21' 6 11·Jo'oo· 200.00' 40.14' l-'-+--'--'--=-=--=-=-~~--+-7 N 71'24'15" E 125.88' 8 N 71'24'75" E 10.91' 9 19'20'41" 200.00' 67.SJ' --~-'--'-=~----+-- 78 +Jli.14 SD EC +07.76 SD BC 7+85.17= 40+00.00 AH NO 1 1+45.00 77 7+94.58= SEE SHEET 6 IW.AClilTE PLACE 1~ w~ ~ ii~ 1~~ ~~ I I \ . "' ~i I ~;~ I~ I I ! "'"' ~~ C:,!:)~ 1~ iil~~ ~ ~,__ 8~~~ 8 -~ g~"i ~ C:i ~ ;,: Cl • :t: Cl I!! ... t;J<l (0 :.E ~ ~~ -+-8~ -+--+-~!15 ; It> a: ., 'ti ~u ii: 82 15"'" k) 1 ·o L.· _ _J --- 10+12.86 MAJ..ACHITE: PLACE ), WATER DATA BEARING/DEL TA N 71'24'17" E 2 N 71'24'17" E 3 N 71'24'17" E 4 N 82"54'15" E 5 1 l'J0'00" 6 N 71'24'15" E 7 N 71'24'15" E 8 N 85'J9'75" E 9 N 85'05'.fS" W RADIUS 210.00· LENGTH REMARKS 155.41' B" PVC CL 150 152.30' B' PVC CL 150 24.58' B' PVC CL 150 114.29' 8' PVC CL 150 114.29' B' PVC CL 150 • IJ6.B8' B' PVC CL 150 25.01' B" PVC CL 200 J4.68' 11• PVC CL 200 4.J8' 11• PVC CL 200 • USE PIPE LENGTH OF 20' USE DEFLECTION OF 2.45 CURB DATA □ BEARING/DEL TA RADIUS 1 N 71'24'17' E 2 N 71'24'17" E 3 O"J8'54• 217.00' 4 H 82'54'15" E s 11•J0'00· 183.DD' 6 N 71'24'15" E 1 19·21 '08· 217.DD' IBJ.00' I-'-+~~-~---+--8 5'18'22' 9 N 71'24'15" E 10 11·Jo'oo· 217.00' 11 N 112'54'15" E 12 119'26'15" JO.DO' 13 112'0J'4J" JO.DO' 14 N 71'24'17" E 15 N 71'24'17" E LENGTH R£MARl<S 16.29' 6" TYPE G C&G IJ.40' 6" TYPE G C&G 2.46' 6' TYPE G C&G 110.21' 6" TYPE G C&G J6.7J' 6" TYPE G Cdt:G IJ6.78' 6" TYPE G Cdt:G 7J.29' 6" TYPE G Cdt:G 16.95' 6" TYPE G Cdt:G 77.87' 6" TYPE G C&G 4J.55' 6" TYPE G C&G 95.5J' 6" TYPE G C&G 52.07' 6" TYPE G C&G 48.20' 6" TYPE G C&G I 1.75' 6" TYPE G C&G 15.84' 6' TYPE G C&G It. 1~ ·~! VAJ.A<!lllTE PLACE SEE SHEET 6 ~ 63 w' ~i:.: ~i ii Iii ~ ii ~11 I~ ill ~ ~~ !; ... ~ it?'~ "' Is "i --'i g ~ Cl ,~ ~~~ t ~~~ i -Q:: SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N 71'24'17' E 54.58' B" PVC 2 N 71'24'17' E 51.76' 8" PVC J N 71'24'17' E , 1.24' B" PVC 4 1 r29'58" 40.14' B" PVC 5 N 82'54'15" E 110.21' B" PVC 6 ll'J0'00" 200.00· 40.14' 8" PVC 7 N 71'24'15" E 12S.8B' B" PVC 8 N 71'24'15" E 10.91' B" PVC 9 19'20'41" 200.00· 67.5J' s• PVC I i0 I ·11 ii ~ ~ "' !I~ Ii ii?'! . ~ i~ ~~~ -ei -11::<i; STORM DRAIN 0 BEARING DEL TA RADIUS N J5'16'JJ" E 2 J6"07'44" '5.00' 3 N 71'24'17' E 4 N ll!'J5'45' W ~I<:. I Ot"rA:'f"'"IOL..l IUOE><. (T1) U>l"r::> ie.0. -!:li"A. 11-.Z.. ,-.:, 1e,+ 00 1!!1.o U,1"10 ~--=.o.. PE,+oo-n:, ie.-1--00 '5.o ~ ~ ! J ... "' ~ I!!" "' .!. ~ il .J!! Q:: ei ,l_ ~ ;~ ~ f.l ~ -i C, ~ 11! -" ;,; ... i ~88 o;; c:i " C) :J::C:, ~ ~~ ~ ~ l i~ 0,., ~ STORM DRAIN PER <l -+--+-+ -+-, --~C\IC:::, ..., _ • ~ -+--+---~ OWG NO J97-2 &: ~ -(j--... "' ;:'-.:, :::! ~ BQ S ~ 62 53 52 .60C"I-\ALT" ~-::,~ :z.. ~T"e. =~~ (u .. Jc.14e-::,) o,..~ (1UG1--1E6) 4 ., ... C> 6 8 C:i =a1,,..uo,,_ ''"'= r,_, If ! HORIZ. : 1 "=40' VERT. : 1 "=8' ENGINEER OF WORK ~~~ R~TIN R.C.E. NO. 48670 EXP. 6/30/04 DATE er,/,-. !qr, i ; DATE REVIEWED BY: <"-~" .. ..... ~ . INSPECTOR DATE LAPIS ROAD l-----+-+-----------+--+----11----+-----l I SH~ET I c1rv or CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~l::::M;PR:;O;:V::;E~M,';EN;:T;=A::::N;O=u=-r~,L=-17Y~~PLA:::::::N~S=r:~o~R~: ===~=== DATA L£NGTH REMARKS 7.76' 18' RCP IJ50-D• 28.JB' 18" RCP IJ50-D• 56.0J' 18" RCP 1J50-D• 25.25' 18" RCP 1J50-D• + +4' LENGTHS BEVE:LEO ONE END "WAT!"R TIGHT JOINTS ftANNINC '1)179 Huennekem Street !NQNIERING San Diego, Ca 92121 SURVE'<1NG PH(e58)558-4500· FX(858)SS0-1414 DATE INITIAL ENGINEER Of WO REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED ~ LLOYD B. HUBBS A ::1-~4 ~·-e•·~ s-/',Lo'>' CITY ENGINEER Z-flcE riC 12737 lrJ5' DATE • j DWN SY: ___ _ CHKD BY: _,G..,v«P'--- RVWD BY: PROJECT NO. CT0Z-23 I DRAWING NO. 406-6 R:\0326\&Eng\lmprovements\0326ia03.dwg[ 1275]Mar-16-2004:08:17 W.O. No. 2352-67 ' I . . . ) ) CENTERLINE DATA Q BE:AR/NG/DELTA RAD/US LENGTH REMARKS 1 12"26'28" 200.00' 4J.4J' 2 J0'52'J6" 400.00' 215.56' J 6'20'15" 400.00' 44.24' 4 N J9'35'45" W 214.95' 1--5~_1~5•~3~7'~3~6· ___ ~_30=0~.o~o·_J _ ___..cB'..'._1:C:.8:::.2_' _L_ _____ ___J CURB DATA 0 BEAR/NG/DELTA RAD/US LENGTH REMARKS 1 12'26'01" 217.00' 47.09' 6" TYPE G C&G 2 24'50'28" 417.00' 180.79' 6" TYPE G C&G 3 83"57'52" J0.00' 4.J.96' 6" TYPE G C&G 4 83"39'45" J0.00' 4J.87' 6" TYPE G C&G 5 N 39'35'45" W 217.31' 6" TYPE G C&G 6 V53'06" 283.00' 48.82' 6" TYPE G C&G 7 29'48'24" 15.00' 2.60' 6" TYPE G C&G • 8 N 19'40'26" W IJ.97' 6" TYPE G C&G • 9 32'02'15" 15.00' 2.80' 6" TYPE G C&G • 10 2'37'36" 288.00' 13.20' 6" TYPE G C&G • 11 30'13'13" 5.00' 2.64' 6" TYPE G C&G • 12 N 84'33'30" W 2.20' 6" TYPE G C&G • 13 N 2-4'16'57" W 4.17' 6" TYPE G C&G • 14 29'49'-46" 5.00' 2.60' • 6" TYPE G C&G • 15 2"28'12" 312.00' 13.45' 6" TYPE G C&G • 1--'-=+-==-=-~---f----=-==---,--='-'-c-+--'-c 16 273-4'28" s.oo' 2.-41' 6" TYPE G C&G • 1--:..:+-=-=-:==-------1---==---,---=-'--'-c-+ 17 N 79'12'59" W 7.88' 6" TYPE G C&G • 18 29'42'28" 5.00' 2.59' 6" TYPE G C&G • 1-c+=-=-=------,---=c-=-c-+--=~--+ 19 9'5-4'46" 317.00' 54.84' 6" TYPE G C&G 1-c+-=--='-'--=-------1---=-==---+----==c.c 20 N 39•35•45• W 214.95' 6" TYPE G C&G 21, 3712'51" 383.00' 248.76' 6" TYPE G C&G 22 12'27'00" 183.00' 39.76' 6" TYPE G C&G • PAJNT CURB RED WITH "NO PARKING FlRE LANE" WATER DATA BEAR/NG/DEL TA RAD/US LENGTH REMARKS l-'cc'+-' N 8s·os•45• W 19.71' 8" PVC CL 200 2 6°28'37" 189.00' 21.37' B" PVC CL ISO • J 15'15'48" 389.00' 103.63' II" PVC CL 150 4 N 28'27'12" E 36.05' II" Cl,IL&C •• 5 N 30'02'15" E 36.05' 8" Cl,IL&C •• 6 13"54'52" 389.00' 94.47' II" PVC Ct. 200 7 4'52'06" 389.00' 33.05' 8" PVC Ct. 200 8 N 39•35•45• W 214.95' 8" PVC CL 200 9 15"J7'J6" 311.00' 84.82' 8" PVC CL 150 • USE PIP£ LENGTH OF 16', USE DEFLECTION OF 2.45 •• WELDED STEEL PIPE, IO GAGE. WELD ALL JOINTS. 0 BEAR/NG/DELTA 12'26'28" 2 30'52'36" 3 6"20'15" 4 N 39•J5•45• W 5 N 39'J5'45" W 5 15·37•35• SEWER DATA RAD/US LENGTH REMARKS 200.00· 4.J.43' II" PVC 400.00' 215.56' 8" PVC 400.00' 44.24' 8" PVC 195.77' 8" PVC 18.18' B" PVC JOO.OD' Bf .82' 8" PVC STORM DRAIN DATA C) BEAR/NG/DELTA RAO/US LENGTH REMARKS N 21'17'37" E 25.00' 18" RCP 1350-D• •WA'IFR 17GHT JOINTS lEFTT CURB . TC = CL + 0.06' FROM STA 16+00.00 TO 21+69.94 UNLESS OTHERWISE SHOWN RIGHT CURB TC = CL + 0.06' FROM STA 16+00.00 TO 21+70.08 47 D<ISnNG CARLSBAD MUNICIPAL WA'IFR DISTRICT EASEMENT KR DOC. RECao(:t.J,/o+ AS ALE NO. ~-;,.9oc..12.. OF omc/Al. £CORDS. PR 04-IJ 9 84 LAPIS ROAD ~ff'IC. J:c:,tf>...lb-L.T cu.-:;,,,z. <.a::ATICU 11,JOe)<. C ¢1. k: 1f' .e. T'e be.GI'<.~ (T1) ( ,u:. '"'""") e,coe (l"-'0->C::,) .... 0 -+ e i...e,.Pi'Q ~_,_~A. lb+-CO T"O %.Et+co €>,O 4-"l & " ~ !i: r.; s~ ~ 8i 8"' 10 86 '&;..., -~~~ s :1; o ii:l cti ... 'li;<.!i -... ... ... ;;~ -... ~ -"" ·-.:-. \ .,. ... 45 44 ...... ;... -l <o ~-Cl. l "' ~ -... HUNSAKER & ASSOCIATES SA"" DIEGO, INC. I AO-OJILT" 10179 Huennekens Street DATE INITIAL RIGHT CURB , TC = CL + 0.16 LEFTT CURB , TC -CL + 0.16 FROM STA 21+81.62 TO 21+95 . .Jl FROM STA 21+81.25 TO 21+94.19 LESS 32 40 0 40 ' . ·~· "'" ' SCALE 1 •= 40' NO'IF: STANDARD CURBS BORDERING FJRE ACCESS ROADS SHALL UAVE THE WORDS "NO PARKING ARE LANE" PAJNTED UPON THEIR HORIZONTAL AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY-FlVE FEET. LETTERS SHALJ. BE OF BLOCK smE, MINUMUM F1VE (5) INCHES IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4 INCH. AND SHALJ. BE WHITE ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT I.EAST SIX INCHES BEYOND THE FlRST AND LAST LETTERS OF THE 'IFXT. 80 I SH~ET I -------------·-·········"------------------+---·--- PROFILE SCALES ~, -' • , • 120 1:ss,o · l)L 0_ c-~s~ . or,-,O· CNI\. OF Cf>-\.~ HORIZ. : VERT. : ENGINEER OF WORK R~~~ R.C.[. NO. 48670 [XP. 6/30/04 1 "=40' 1 "=8' DATE "AS BUILT" ~ ,I ;,c'kd:_ ~J,-,100 ' DATE REVIEWED BY: /c..t,. c-..-A. INSPECTOR 7 DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: DATE INITIAL DATE INITIAL LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED ~ LLOYD B. HUBBS A' "' ~..---d ,.--;;. ·-,;,;t;, .r/. /,.,&/ CITY ENGINEER qcE 21eiiif E)(P 1 ?/JJ 105' ~ DATE OWN BY=-~~-CHK□ BY: 0.V!' DRAWING NO. l'lANNING ENGINEERING SlJRV[YING San Diego, Ca 92121 PH(il56)SS8-4500 · FX(il56)5 58-1414 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVW□ BY: :J"¥- PROJECT NO. CT0Z-23 406-6 R:\0326\&Eng\lmprovements\0326ia04,dwg[ 1275]Apr-22-2004:15:12 W.O. No. 2352-67 ) I I ) --_-_· ____ . ___ . ~-: __ : ___ ,+----· _:: _____ ::::------, --,·,--,c--,c· .,-, '' --------····----... ---··········---· ·--- Q BEARING/DELTA 41'16'J9" 2 N BJ'Jo'oo· E' J 92·2:,•oo· 4 N 4•01·00· w CENTERLINE DATA RADIUS LENGTH ;J00.00' 216.1J' 104.09' 200.00' 322.48' 7.27' CURB DATA □ BEARING/DELTA RADIUS LENGTH 1 N 84'JJ'J0" W 5.51' 2 27'5J'J7" 5.00' 2.4J' J J9'50'07" 28J.OO' . 1116.76' 4 N BJ'Jo'oo· E' 104,09• 5 ll2'2J'OO' 217.00' "49.89' REMARKS REMARKS 6" TYPE G C&G • 6" TYPE' G C&G • 6" TYPE: G C&G I I" TYPE: G C&G 6" TYPE: G C&G t---+=~C.,---:----+-~==-t--~ 6 N 4'07'00" W 7.27' 6" TYPE: G C&G 7 N 4'07'00" W 7.27' 6" TYPE: G C&G 8 112"2J'oo· 18J.OO' 295.07' 6" TYPE: G C&G 9 N 8J'J0'oo· f' 104.09' 6" TYPE' G C&G 10 40'21'JS" J17.00' 22J.J0' 15• TYPE: G C&G 11 J1'51'28" 5.00' 2.78' 15• TYPE' G C&G • 12 N 24'16'57" W 2.8J' 15• TYPE' G C&G • • PA/NT CURB RE:D WITT{ "NO PARKING FIRE: LANE:" WATER DATA BEARING/DEL TA RADIUS LENGTH REMARKS 1 41'16'J9" J11.00' 224.05' 8" PVC CL 150 2 N 8J'Jo'oo· f' 104.09' 8" PVC CL 150 J lJJ"J8'08" 189.00' 275.89' lJ" PVC CL 150 • 4 N 59'55'55" W 29.25' 8" PVC CL 150 5 N 4'07'00" W 24.58' 8" PVC CL 150 • USE: PIPE: LE:NGTHS OF 16' USE' DE:FZ.E:C110N OF 2.45 SEWER DATA 0 BEARIN_G/DELTA_ RA/J/US LENGTH REMARKS 21"i;.T:,• ------ 1 41'1B'J9" J00.00' 8" PVC 2 N BJ'J0'oo· E T JJ.87' 8" PVC J N lJJ'J0'oo· E I 70.22' 8" PVC 4 I lJ0'0B'56" 200.00' 279.77' 8" PVC 5 12'14'04" 200.00' 42.71' 8" PVC 6 I N 4'07'00" W 12.27' 8" PVC STORM DRAIN DATA C) 2 BEARING/DEL TA N 21'26'1 I" £ N 21'26'11" E' RADIUS LENGTH REMARKS 5.25' 16" RCP I J50-D 25.25' I B" RCP I J50-D 22+00 , ~ Ji: ... 8 "' " " --I!! ~ ~ ~ -+- l!.l ~ ~ <IS ~ lg --+-~ --~ 'ti ,!; Ill -+-~ ; ~ 42 ~ Ii! ~~ ". .., <o +- ~ij I 6J~ "'o-~ 'ti "' I Iii lli 111;,. ::J -+-+~-i-~ Sl .!\ :'.l ~ ~ " ; .., c:, -+-:-.i <o -:-.i i3 41 LEFTT CURB TC = CL + 0.06' FROM STA 22+07.55 TO 28+49.97 : :_: ::·:·: :c::c·ccccc.l - - ---- - --------·-•---- 24+00 J4 J3 40 LAPfS ROAD 26+00 JS ,'59 ',~r,r,"'•'' ,;,,, ,,~ ·~t:, ' tti :l!i \ \ \ HUNSAKER & ASSOCIATES SAN OIECO. INC. !'V.NNING '1179 Huemekens Streot ENGINEERING San Oleg~ Ca 92121 SUR\otYING PH(858)SSIH500· FX(BSB)S58·1414 : : : : : 1 =--- - ----. -- - ----. - ,.,.,_,,,_l"'l"'IC. A.<>f',-1t,.1..-T CJ...A"'!:>::> :.t.. . --L<XATIOW 11..JQc:.,c ~ (T'I) fo .. ,c.ue.,:,) ~ '"·'9-le<:,) L.A.FI~ l"!O. -OIA, :Ll+C5(;)To 2.6+-00 'E>.o + '1 L,bf'IO ~. -~.c,, :t..5+-00 TO Z.C.+<::'O .,,0 + "' .J7 .JB 0 40 -.. SCALE 1 "• 40' ~lSSIO~ ~llLII;-;~ '"lf'~ ~ o.C-48670 m . 06-30-10 HORIZ. : VERT. : ENGINEER OF WORK ND L. MARTIN .E. NO. 48670 EXP. 6/30/04 1 "=40' 1 "=8' DATE 06/tct/o6 . -DATE C1Vi1. OF Ct,.\.\~ REVIEWED BY: DATE -------->-----+--------------+----+--_,__-......---,11 SH;ET I CITY OF CAR LS BAD ENGINEERING DEPART~ENT 0----t---+------------------+----+---------;1----+----t IMPROVEMENT AND UTILITY PLANS FOR: DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED ~ LLOYD B. HUBBS cfrhiU1N'i:ft=d 2r;:;;;/ "t,0'12 z31 10$l<,/~f,.E OWN BY: PROJECT NO. I DRAWING NO. ~~~~ :~; ~'4 CT 02-23 _ 406-6 R:\0326\&Eng\lmprovements\0326io05.dwg[ 1275]Mor-16-2004,10:41 W.O. No. 2352-67 Ul e. ,.,A 0) ... . CENTERLINE DATA 0 BEARING/DELTA RADIUS LENGTH I N 10'19'45" W 50.00' 2 8'58'45" 200.00' Jl . .34' J N l9'18'JO" W J7.28' 4 N 19'18'JO" W 274.20' 5 5'28'JO" 500.00' 47.78' 6 N 1 .3'50'00" W 155.18' 7 6'26'J4" 200.00' 22.49' 8 N 20-16'.34" W 50.00' CURB DATA □ B£ARING/D£L TA RADIUS L[NGTH N 10'19'45" W 50.00' 2 2'.30'45" 182.DD' 7.98' 3 95'45'1J" JO.DO' 50.14' 4 110-42'47" JO.OD' 47.50' 5 N 19'18'30" W 214.60' 6 5'28'JO" 518.00' 49.50' 7 N 13"50'00" W 155.18' 8 6'26'.34" 182.00' 20.47' 9 N 20'16'34" W 50.00' 10 210-51'!3" JB.00' 139.84' 11 N I0'.34'JB" E 50.00' 12 24"24'38" 100.00' 42.60' 13 N 13•50•00· w 126.99' 14 5'28'30" 482.00' 46.06' 75 N 19'1B'JO" W 296.35' 16 22'25'11 • 100.DO' J9. IJ' 17 N 41'43'41" W 50.00' 18 211'23'56" JB.00' 1-J0.21' WATER DATA BEAR/NG/DELTA RADIUS LE'NGTH 7 N 19'18'30" W 157.86' 2 I N 19'78'30" W 261 . .34' J 5'28'30" 489.00' "· 73' 4 N 7.3'50'00" W fJ9.07' 5 11'18'52" 500.00' 111.28' 6 N 4'J1 'OB" W J0.41' SEWER DATA 0 B£ARING/D£LTA RAO/US LENGTH 1 N 19'78'30" W 145.00' 2 N 19'18'30" W 274.20' 3 5'2B'JO" 500.00' 47.78' 4 N 13•50•00· w 250.00' REMA'<KS REMARKS 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G 6" TYPE G C&G REMARKS 8" PVC CL ISO B" PVC CL 150 IJ" PVC CL 150 B" PVC CL 150 B" PVC CL 150 8" PVC CL 150 - RE'MARKS B" PVC 11• PVC II" PVC B" PVC 81 END CAP ASSY & 2• AVA II +54. 63 CDS 11+46.87 CDS 1+34.63 CDS CL 12 DWY 80 ,(!l ------t -··1 :· 9+00 82 ~ '8: u --.; -+ N - ~ ~ ~ ~ ; ' I, r:, ., -,,; 0 -~ --... d ~ --76 79 78 77 ,....._"l"'F\C. Abf'Hl>l .. :T" CJ h!:>O 2-. u::,c..t:.TIOU luoe.:,< CQI....ICl'<-e ,e. ~= (T'I) (1uo-,e.~) c.ooe. (1uc;..i e~ 1 \4bl oc ~ ~ rre R... -d" ~ bt-bc.? 10 ~ +L.o '!!>.O 'I-1 t'1N-t<Lif'T"e..f'\---=st'"A 14-+-:Z.O"f015~ 6.o 'I-e, TC = CL + 0.04' UNLESS OTHERWISE SHOWN 64 .. -..; -+ .. - 75 65 0~ c:, 0 --gj~ ~ ~ + + ... :':! d !::! .. - MALACHITE PLACE ; " ' :':! Ii! ~ ~ + .. - 74 Pl.ANNING INGINill!NG SURVEYING 66 67 ~ §;); 68 t,~ .. !E t~~ Id;: ?t: .._t :fl -ll gi .. ._c, --... C, ~ ,o ..: rd ~~ .. lo -~~ ~ :g ., ~ ~ :; + ... ... -., ., .. :2 d :; !13 ~ !l:i ---"' - - ... ... .. ,. - s . ~--. -... · .. · .-, . fl . ·· .. -. ;.. · .. s 73 72 71 &ilf_ ~ I& {J " ~~ ~i !::i ;dt Jct ... 69 Di if? <:i . .. 1 !::! ... i:J 40 70 l5+71.98 mo CAP ASSY 2• AVA 88 0 80 SCALE 1 "= 40' ~ESSIOt 1l\ll L Al IIO.C-4$t7C Elq). Oo ~ 1G ~- / .....:~;.,, HORIZ. : VERT. : 120 - ENGINEER OF WORK ~~ RA N~MARTIN R.C.E. NO. "8670 EXP. 6/30/04 "AS BUILT" 1"=40' 1 "=8' DATE ~::~ -./i'°f Joo I I DATE INSPECTO ... DATE 1---+--+-----------+---+----+~-+-----lls~ETl,c_lT_Y_O_r_c~A~R=LS~B-A_D_~ _ ENGINEERING DEPARTMENT ~ HUNSAKER & ASSOCIATES SAN OIECiO, INC 10179 Huermekem Street San Dqo, Ca 92121 PH(B58)558-4000· FX(658)558·1414 IMPROVEMENT AND UTILITY PLANS FOR: lA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED ,..,.,,,, LLOYD B. HUBBS /4 :". cz-e=-..-? ~~ .r/,. /o'/ l-~---c--l--,,----1-,,---------------------11----+---+----+-----I ~C::l:::TY:::::E::N::G::IN::E::E::R::::::Ql,:=:::CE~r:=jjA_.=_.=_.=llM_.=..=..=_::::-=..:::_E=._X::._P=._:::1~2-,~/-=J~/-·~7,-'::'.0~5= 7 ='==0=A=T=E~ l"'I 00 ieL-t-1 I .6,.0-eLI-lL-l r DWN BY:~~=--DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· r;.,,p ENGINEER OF WDR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ;:ne. PROJECT NO. CT02-23 R:\0325\&Eng\lmprovements\0326io06.dwg[ 1275]Apr-22-2004: 1 5: 13 DRAWING NO. 406-6 W.O. No. 2352-67 ! .. • \ 1 I ) / 0 BEARING/DELTA I . N 18"57'00" W 2 , N 16"J2'00" W J 3°24'00" 4 N 19"56'00" W □ BEARING/DELTA , N 2'22'25" W 2 115"J4'J5" J N 18"57'00" W 4 78'47'39" 5 N 16'32'00" W 6 3°24'00" 7 N 19'56'00" W 8 28'11 '4.5" 9 H 48'07'45" W 10 208'11 '4.5" 11 N 19'56'00" W 12 S'24'00" 13 H 16'J2'00" W 14 110·21'17" 15 N 16'57'00" W 16 16'34'35" 17 N 35"31 '35• W 18 21S'09'10" CENTERLI1'-iE DATA RADIUS 500.00' CURB RADIUS 100.00' J0.00' ,482.00' 100.00· JB.00' 518.00' J0.00' 100.00' JB.00' WATER LENGTH 150.00' 201.0J' 29.67' 171.69' DATA LENGTH 50.00' 28.9J' J0.42' 41.26' 149.73' 28.60' 52.42' 49.21' 50.00' IJB.08' 171.69' J0.74' 144.27' 47.Jl' IJ.41' 28.9.3' . 50.00' l41.J7' DATA REMARKS REMARKS 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G C&G 6" TYPE G Col-G IS" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G CltG 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G CltG 6" TYPE G Col-G 6" TYPE G Col-G 6" TYPE G Col-G 11-'ce+-=B=EA_..R.ING.~/_..D-=E;-L T,'-A'-----+-'-'R-':-\Dccl.=.U=.S_!---===,--1- 1 H IB'57'00" W LENGTH REMARKS 180.23' 8" PVC CL ISO 2 H 16'32'00" W 12.84' 8" PVC CL 150 J H 115°32'00" II' 188.42' 8" PVC CL 150 4 S'24'00" 489.00' 29.02' 8° PVC CL ISO 5 H 19"56'00" W ll4.60' 8" PVC CL 150 6 12'27'51" 500.00' 108.77' 8" PVC CL 150 7 H J2'2J'S1" W I 7.91' , 8" PVC CL 150 SEV.'ER DATA BEAR."NG/DELTA RAD.'US LD/GTH REMARKS 1 H 18"57'00" W 180.00' 8° PVC 2 H 16'J2'00" W 201.03' 8" PVC J J'24'00" 500.00' 29.67' 8" PVC 4-N 19"56'07" W 114.60' 8" PVC 5 I 2"27'51" 511.00' 111.16' 8" PVC 6 H J2"2J'51" W 15.47' 8" PVC STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 15"32'00" W 211.14' 18" RCP IJ50-D .. 2 J"lO'JJ" 511.00' 2B.J2' 18" RCP 1350-D"• 3 H 111'56'00" W 62.60' 18" RCP 1350-0 4 12'27'51" 522.00' I IJ.56' 18" RCP IJ50-D 5 H J2".?J'S 1" W 10.57' 18" RCP IJSO-D 6 26'56':;7" 45.00' 21.16' 18" RCP IJSO-D 7 H 59'20'21J" W 19.40' 18" RCP 1J50-D ., SEE PROFlLE FOR LOCATION Or WATER11GHT JOINTS + 4' L£NGTHS B£VE!.£D ONE: £ND + 8.J 4+20.70 'D ~PASSY 4-2" ,I~ 1+76.81 CDS ST LJGHT SISOO LUM Ill ..: t - ~ i ~ gJ Cj I c:, ::i -"' Ji ~ .s ~ -.. + .. -d ----- 2 I o;::AT"IOU .J ~ -" 11 i!.i - ~ ~ (J u rt tri • ;:!; ii. i!.i -- ~ ~i (J Sl<> ll~ .. <l gJ ~ i ~ ~ § (J § (J :,; ;,; C) ;,; ::i .. ., "' -it. ~ ~ I "' "' .., ,. + &!'"' ~ d ~ .. C) a, ~ frl --+---C) , -Fie, 11..JCE..-,L (,1) ~0(~ ft_. -&"°.b. b+4Q }O 1-4-t-O::: tS.o 4 ~ l R ~o !l re = cL + 0.06' UNLESS OTHERWISE SHOWN - -•- .... _ •. 31~.•.•· ·····-·-· ·----- i I 53 I:: ' ~i~ iii? I,. I ~It i -- ~ ~C) .... ~t'i t;; ~~"' ~ :t: ~~ I ~:.!: ~~ I .. ~ ~ 8~ ~"' -,. t! lill:"' 8! ~ tg ~ "'~~~fil~ i!.i§ ::::;; f~ 15..: ~~ a ., " lll"J -1-...... --I--;,. -t,. -- -• ~ 'Cl -... +~~~;;; SEE SHEET 3~; ~ ~;!; it:~ u ... -LAPIS ROAD - s -"' ~ + -- • ------~--';-.:. ~-:-• "# g: R: " " C) -'i-.. --- - !i: ~! ....... "' +~§ -a, 62 ~ 54 55 ei -;!. - C) -~ '3: ~&l e~ ~ 1'i c:, "' R R f.i "' :., 8 Sl . . "' st f,g -: "' :l "' 0s8 ~ .. -o --<l .. .... it; .... -"' (3 ~~ "' "' ---- I', ' z• • • 8 ! t Ill Ii: 5:: c:, ~ i ... "' ~ --' \Ii .. ., ij --~" I(! .. + ~ --"' (3 + - -~ l!l + "' -61 60 ~ ~ 56 ~ r.: ! r; a; ~ t --- ~ §i ; § t il c:, 2 2 -~~ .., ,.: ! "' .. ~f.:l ~ ~o - .... ~--. .;;; •• --. · .. ·1: 188if.l "'i ~ I:: ~~ ~ g: ti c:, ~ -c:, i ~ a; "' I'.:! "' ~ " :;j "' i::: --.. ,1; .. -.. ~ <l ~ "' -d .. + ... l,i 2:!~~ci"I---,1; ,1; --59 00 - 58 ...., 4+20.70 56+01.94 I $EW£R co ,.__STORI.I DRAJN E'AS£M£/ff PER FINAL IIAP '1+7J.74 - 44+7J.26 SD TYPE r CATCH fJAS/N (PVT.) 11+85.41 EC = 44+53.85 SD 87 ll -"' + - SCALES YORIZ. : VERT. : SCALE 1 •-4-0' ENGINEER or WORK RA~l-~!i~ R.C.E. NO. 48670 EXP. 6/30/04 REVIEWED BY: ,/ J ,,,,...,....~I.Jrr INSPECTOR/ .. DATE CC/19/ob DATE OBSIDIAN PLACE l----r-----+------------+----J---+------,f-----11 SH;ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ..,,l"l-> .,.,__,-"'--">.00 2.. C:.CL k::ff'"Lle ~Tl:, (u.Jc.ueo) 0bte,e= (1u,;.He.o) 4 ..., Pl.ANNING 1Jl79 Huln-a.em. Strut ENCINITR.lNG S., Diego, Ca 92121 ilVE'IING fli!BS6)556-450C· fX(!lS6)556-1414 ~ DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER AJ'PROVAL CITY A!'PROVAL IMPROVEMENT AND UTILITY PLANS roR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED -LLOYD B. HUBBS a E~~1R-c ,re? ,sr;;y cE;j 2/3110:-1~/.0D~ TE OWN BY, PROJECT NO. I DRAWING NO. CHKD BY: GVP CT 02-23 406-6 RVWD BY: ;:!) E, R:\0326\&Eng\lmprovemenls\0326ic07.dwg[ 1275]Mar-29-2004:17:1 B W.O. No. 2J52-67 _ _c___::_" - ----·----- . -·······---: : .:::: ::·:,: I :: • ::.• • ------------+--+ ---·------ CENTERLINE DATA 0 BEARING/CELTA RAD/Uo LENGTH REMARKS 7 N 18"JS'40" W 129.18' 2 1cro5'00· J00.00' 52.80' 3 N 28"40'40" W 187.82' CURB DATA □ 8EARING/D£LTA RADIUS l£NGTH REMARKS 7 104·01 •42• JO.OD' 54.47' Ii" TYPE: G G4tG 2 N l8"JS '40" W 77.61' Ii" TYPE: G C4tG 3 10-os·oo· 282.00' 49.6!' Ii" TYPE: G C4tG 4 N 28'40'40" W 18.55' Ii" TYPE G C4tG 5 28'11'4.5" 10D.00' 49.21' 6" TYPE: G C4tG 6 N 58'52 '25" W 50.00' fl" TYPE: G C&G 7 208'11''5" JB.00' IJB.08' 6" TYPE: G C&G 8 N 28'40'40" W 187.82' 6" TYPE G C&G 9 1cro5•00· JIB.DO' 55.96' 6" TYPE: G C&G 70 N 18'J5'40" W 82. TB' 6" TYPE G C&G rt 90·00'05• J0.00' 47.12' Ii" TYPE G C&G WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS N IB'JS'40" W I 18.18' 8" PVC CL 150 2 IQ'OS'OO" 289.00' 50.86' 8" PVC CL 150 3 N 28'40'40" W 112.BS' 8" PVC CL 150 4 I0'54'4J" soo.oo· 95.22' 8" PVC CL 150 5 N J9'J5'2J" W 2J.40' a• PVC CL 150 SEWER DATA Q BEARING/DELTA l ENGTH REMARKS 7 N 18'35'40" W 129. 18' 8" PVC --+--------, 2 10'05'00" ==-----+ 300.00' 52.80' 8" PVC ----+------+-------3 N 28°40'40" W 112.85' 8" PVC 4 10·54•43• 511.00' 117.32' 8" PVC 5 N 39'J5'2J" W 23.40' 8" PVC STORM DRAIN DATA 0 B[ARJNG/D[LTA RADIUS LENGTH I N 18'35'40" W 67.56' 2 N 18.35'40" W 115.61' 3 11'42'54" Jll.00' /l.2.7J' 4 N 28'40'40" W 110.86' 5 ICT54'43" 522.00' 119.41' 6 N J9'J5'2J" W '5.25' 7 N 71'24'20" £ 27.25' • Sf.E PROFILE F'OR LOCATION OF' WATERTIGHT JOINTS REMRKS 18" RCP 1350-D•• 18" RCP IJSO-D 18" RCP IJ50-0 , 1 s• RCP 1 350-D 18" RCP 1350-D 18" RCP 135()-D 18" RCP I J50-D I 7 I ~'!1! ii ~,~ Q ... ~I;; {;j ~6'~ ~!~!~ ii ~ ~ ~ .\lo -1-lt ~ "'! -"' ,!, g-:> /;/ '0 8 ~ :S i:i:;:s :'.:! i~ "' I . h~~ ~ . g"' it~ -. l i-t:: Sl u -... .-_. .-. --·- 5 52 ,..,,,_PF I<:-_._..._.._, c.L,bb.,, t.. ~lOU IWOC.)(. ~re ticc,.eec,..,.__--n:,.. (..-I) ( ,uc.ue-,,) Oboe (ou:ue.=>) , f\-. -'"=>T.b.. IO~ 00 TO 1~+'iO !,.O 4 7 re = CL + 0.06' UNLESS OTHERWISE SHOWN --!e Ill ~ f.l ~ ., -" ' l "' ..: 87 ., --i--"' -- -... • •• J:--•• ··f~ _ .. 51 ONYX PLACE ~ -,~ l ! ~ i -u &l Ill :;i ~ -~ ls ~ ~ .. t g g ~ e!: -it ;!; i--1-!:! i;j -- 50 49 IVINhllNG 1mi'9 Hllennek.en.. Stllilet ENCINfillNG San [];ego, Ca 92121 ... ,.. ~ ~ ' l.l i ' ., - SURVEYING PH(f.58)558-4500-FX(8~556·14~4 48 92.46 CAP ASSY VA IJ+9-'l.54 +95.55 AH NO I II +87.59 CVS= 54+31.42 SD I TYPE: F CATCH 8ASIN -J'-... STORM DRAIN EASEMENT PE:R FINAl MAP 87 -;. -- 0 80 120 SCALE 1 "= 40' HORIZ. : VERT. : '<~f(SSIO/, .,tJ ~\\~ L .d£ /:!'•"'-~ • lg ~ !10 C-481IT ~ [l:p. 00 30- , CM\. Qf i;e"0:. ENGINEER or WORK kL,?~ Wrd., NOL MARTIN DATE R.C.E. NO. ,as10 EXP. 6/30/o, "AS BUILTu ~.J.J?~ RCE ~<,7o EXP. ao;/:,0/1O a,/19 !oe, i I OAT[ INSFECTOl>'7 ... 1---+---+-----------+--t---t--t------tl s~ET [~c_1_rv_o_F_c_A_R_L_s_B_A_D_~ ENGINEERING 0EP,',RTMENT ~ I A.Cl-Ci.JIL..:i DATE INITIAL ENGINEER O, WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER AJ'PROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED • ~ LLOYD 8. HUBBS & ,:;;; '?" ~..,.;£ -F,/4 /,;,f' CITY ENGINEE RCE~9 EXP 12/11 /05 ' DATE ; . OWN BY: --,-- CHKD SY: [.,vp RVW0 BY: :ng PROJECT NO. CT02-23 I DRAWING NO. 406-6 R:\D326\&En9 \l-npro,ements\0326ia08.dwg[ 1275] Mar-29-2004:1 7: 19 W.0. No. 2352-67 co s. .... O'> CE}.JTERLINE DATA Q 8EARING/OELTA RADIUS LENGTH 1 H ,f.4"D4 'oo· • aD.76' 2 s•.30•00· 200.00' 19.20' J N 49".34 'DD" E 6D.21' CL'RB DATA 0 BEAR/NG/DELTA RADIUS LENGTH REMARKS t N ,f.4'04'00" E: ::16.24' 6" TYPE: G C&G 2 5•.30'00· 217.00' 20.8.3' 6" TYPE G C&G J N ,f.9"34-'oo· • 16.71' 6" TYPE G C&G 4 79'04'.32" JD.OD' ,f.1.,f.D' 6" TYPE G C&G 5 79'04'32" 5 H ,f.9"34 'oo• E JD.DD' ,f.1.40' --!-------__, __ _ 16.71' 6" TYPE G C&G 6" TYPE G C&G 1 s·Jo'oo• 18.3.DD' 17.57' 6" TYPE G C&G 8 H 44-'D4 'DO" E J6.2J' 6" TYPE G C&G WATER DATA BEARING/DEL TA RADIUS REMARKS I N 44'04 'SB" E 111.89' 8" PVC CL 15D 2 S-JO'oo· 19D.OD' 18.24' B" PVC CL 150 * J N ,i.9•34 'oo· i:: 49.45' B" PVC CL 150 * US£ PIP£ LENGTHS OF 16' USE DffiEC110N OF 2.45 SEWER DATA Q BEARING/DELTA RADIUS L[NGTH REMARKS 1 j N 44·04'00• £ 80.76' 2 S"JD'DO" 200.DD' 111.20' B" PVC J N 49"J4'00" £ 80.21' II" PVC STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS I N 58°14'07" II' 25.B4' 1B" RCP 1.J50-D* • WATERTIGHT JOINTS 46 -- --------- ---- ---.. -------- ------ -' -' : :-' -c1 -,cc ---_-_ --: : --B - CL INT 10+00.QDm 8+58.99 I.AP/S ROAD 70+00.0 AH NO 6 0+53.56 --- ---- - - - --------------· · ---------------- - - - -- - TC -CL + 0.06' UNLESS OTHERWISE SHOWN 31 SARDONYX STREET 15 HUNSAKER & ASSOCIATES SAN OIEC:0. INC. Pl.ANNING ~ Huennekens Street fNQNEER[J,,,'G San Diego, Ca. 92121 SIJII.VEl'ING PH(B58\S5e-<.500· fX(8S8)'58-1414 PROFILE HORIZ. : 1"=40' VERT. : 111=81 40 BO 120 .. - SCALE 1•-40• [NGINEER Of WORK T,eAFf"ic. ~A.L-T =-.....60,Z.. ~P~--L R ONOL.MARTIN ~ 11 .. 0::x ~,e_ -(,\) ( ,µ::;,...,~) c:i,,.o,e_ (" >:: 1-41:::,) .• , ~-~,b. l<>l<:O= I l+iic: 6.o 4 "1 R.C.E. NO. 48670 EXP. 6/30/0-4 "AS BUILT" ~~;(~ RCE -',bU7o EXP. <X-;(!;q(10 REVIEWED BY:/44 ,c::r _,... -.,,._ .. INSPECTOR/ DATE l----f---+-------------+--+---t---------,---11 SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ ~ 1-----+---+----~--------------,---+---t---+----, IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 ,I.PPROVED .I"'~ LLOYD 8. HUBBS 1-----+----+----------------+---+--+-----1----1 l-,,c.::1T:;;;;Y 111E""Nc~1N""E""E"'R ~ ~d~~~E":cx~1;,-,,,.,-,os~~l4c1j'E t-----cc----,c-+-c=----:---h--c-------,=---------------j------t----;-----;----1 /1'°1,/ob ~ \ ~-OL.JL-1 DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY, ___ _ CHKO BY: _,i;'!av'-"p'--- RVWD BY· :T'l.j[. PROJECT NO. CT02-23 R: 0326\&Eng lmprovements\0J26ia09.dwg 1275 ~ar-16-2004:12:56 DRAWING NO. 406-6 W.O. No. 2352-67 CENTERLINE DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS N 8°52'45" E: ISS.97' 2 4g'18'45" 200.DD' 172.1:5' J 20':55'47" 200.DD' 71.9(1' CURB DATA □ BEARING/DELTA RAD!:JS lENGTH REMARKS I 208" 1 1'-ff" Ja.00' IJB.Olf 15" TYPf: G C4'G 2 N J7"04'Jo" E 50.00' 6" TY?£ G C&G J 2tr11 '44" 100.00' 49.21' 6 • TYPE G C&G 4 N 8'52'46" E 46.70' 6" TYPE G C&G 5 69'54'32" 182.00' 222.07' 11• TYPE G C&rG 6 9·4-0'79" 218.00' JB.80' 6" TYPE: G C&G 7 J8'23'17" 218.00' 146.08' 5• TYPE G C&G 8 N 8'52'45" £ 155.97' 6" TYPE G C&G WATER DATA BEARING/DEL TA RADIUS LENGTH REMARKS 1 N 21'35'36" E 18.98' 11• PVC CL 150 2 12"42'51" 200.00' 44.JB' 11• PVC CL 150 • J N 8'52'45" £ 57.32' 11• PVC CL 150 4 49"18'45" 211.00' 181.60' 8" PVC CL 150 HI 5 2·42•59• 211.00' 10.00· a• PVC CL 150 •• 6 17"52'48" 211.00• 65.85' 8 11 PVC CL 150 •• • USE PIP£ LENGTHS OF 17' •• US£ PIP£ LENGTHS OF 18' US£ D£FL£CTION OF 2.40 USE 0£F!.EC710N OF 2. 45 SEWER DATA BEARING/DEi TA RADIUS LENGTH REMARKS 1 N 27"11 '52" £ JS.JI' a• PVC 2 18'19'07" JOO.oo· 115.92' a· f>'IC J N 8'52'45• £ 47.19' a• PVC 4 '49'18'45" 200.00· I 72.1J' a• PVC 5 20•35•4-7• 200.00· 11.90' 11· f>'IC STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH R'EMARKS N 18'27'45" E 11.39' 18" RCP 1350-D 2 N 67'J8'42" E 27.25' 18" RCP tJSQ-D• • WATERTIGHT JOINTS 14 2" AVA 0+46.54 NI NO IJ 13 ~ 8 8 g g g i ;!; -- .! al ..., i -"' I ..,-... ........ ,.:~~ ;:+ ~ "' C,"' ;!; l .. - -/ -- ~ C, -<ci ! i ~ ~ c:, "' .., ~ ::l ~ -"' r.o .... "' 11:i >i -.. ., + + + .!,; .:!;t d~~ "' -! - 12 - ~ i ~' 1j - TC = CL + 0.04' UNLESS OTHERWISE SHOWN - -··-, ~ ~ ~~ .. ;~ ~ ++ + ---~ ., -g + -11 - 15 10 V£RMARINE COURT ----------A: .. ::t -,::::: :.:,:,,_,,:.:,, --+--+--+--4~-=4:.J-=4~~~~~:;;;::__i-::---i-::---8b=---=h==-+=+=~~4"'±-::=.c'=t=~4=+~==-"'+⇒⇒="= ___ = ... _ _ _ _ ______ _ 13+00 t; g ,;,-, .l:. HUNSAKER S,j\; & ASSOCIATES ' '' SAN DIECO. INC 11.ANNINC 10119 Huemek.er6 Street !N\.INEERING 5,n °""°• Ca ,2121 SUtVEYNG PH!asa)a,a.,soo • fl!(asa)ssa-1414 ~IC ~O-T'lOLl \L u:::e:_)( (·n) 1-C c:r.-o.2>. totm1<-> ,e-i-~.o uc. c::r:-= 1o><-eoi,:, n+oo o&.o -.... --- ---·------. . -- - - - --- HORIZ. : 1"=40' VERT. : 1 "=81 t; 0 40 BO 120 SCALE 1 •= 40' ~\"' ... .,,..__,.. c:~ 0a;-::;,~ t ~ (11..1c.µeo) 1:>bOC. (!<JC,1.<=) 4 '1 ~ C, (),1:Ssra ~OL ~"" _ NO. C-4a£7Q I; _ up. 06-30-10 • . . - & -~ ENGINEER OF WORK ~~~~.~ ON~ L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" REVIEWED BY: a ~P• ... A ~- INSPECTOR 7 -- DATE -,/r,/01, DATE 1------+---+-------------+---+---+---+---I C[] CITY[N~~RIN~!~~~~AD rSHEETSJ ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER llPPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED • F-4 LLOYD B. HUBBS A 6 c .-.,,.,-,?, ,.,,.e,.--zj-r 'i T/~f.c V CITY ENGINEER lfet2J889 rxe 7/31/n5 DATE OWN BY=----1 CHKD BY: GYP RVWD BY: :1JJ' PROJECT NO. CT02-23 DRAWING NO. 406-6 R:\0326\&Eng\lmprovements\0326io 1 O.dwg[ 1275)Mo r-18-2004, 17,35 W.C. No. 2.352-67 ) . - - -,::: :"I ::: : :::::. :: ---- --------·-·---- - ---------······-------. :~:" -,, :,: -~ ~:~-:,,:,' (',, [~ ~-,-1-" 18 17 16 15 CENTERLINE DATA C BEARING/DEL TA RADIUS LENGTH REMARKS J4"05"0J" .200.00· I 18.98' 2 N 84"5J'10" E .225.24' J 25•51 ·oo· JOO.Oil' IJ5.J5' 4 I N 69"15'50" W 161 . .24-' CURB DATA =i BEARING/DELTA RADIUS LENGTH REMARKS 1 J4-"05'0J" 182.00' 108.27' 6" TYPE G C&G 2 N 84'5J'10° E 225.24' 6° TYPE G C&G J .25'51'00" JIS.00' 14.3.47' 6" TYPE G C&G "'· 4 N 69"15'-48" W 51.95' 6" TYPE G C&G s I .2s-10•51• 100.00' 4Sl. 18' 6" TYPE G C&G 6 N B2'JJ'21" E 50.06' 6" TYPE G C&G 7 208'10'52" :58.00' 1.38.07' 6" TYPE G C&G ~o, -+ .,, .;._~ .,, + + ... B N 59·15'50• W 161.24' 6" TYPE G C&G I" ?> 9 25'"51 '00" .282.00' 1.27.2J' 6" TYPE G C&G "' /0 N /J4"5,J'JO" E .225.24' 6" TYPE G C&G 11 J4"05'0J" 218.00' 129.68' 6" TYPE G C&G WATER DATA BEARING/Del TA RADIUS LENGTH REM4RKS 1 .J4"05'0J" .211.00· 125.52' B" PVC CL 150 • 2 N 84'5J'IO" f. .225.24' B" PVC CL 150 ~ ? :i Q <o t<o ~ "' .. ... -... ... ::!:13 ~ - .Jt ~ + ... -... "' -~ 29 - -.,, :t ..... .. 28 "' 3 25•5, ·oo· 289.00' IJO.J9' 8" PVC CL 150 JO 4 N 69"15'50" II' 175.91' B" PVC CL 150 • IJSE PIPE LENGTI-JS Dr 18' USE DEFLECTION Or 2.45 SEWER DATA 0 BEAR,NG/DEL TA RADIUS LENGTH REMARKS J4'05'0J" .200.00· 118.98' B" PVC 2 N 84'5J'IO" E 10.69' 8" PVC ~!"Fie-~I-IAL-T ~=:t. 3 N 84'5J'10" E 154.54 8" PVC 4 2s-51 ·oo· .500.00' 135.JS' 6" PVC 5 N 119"15'50" W 20.44' 8" PVC L or:;..A.1101-,l IIJPe.)G =~ J:C,=..f!.~ (,1) (1L.JC.0..1eO) c,,,.:,e. (I UCJ.-1~) 6 N 69"15'50" W 191.50' 8" PVC C-900 ~a.-~ 1!ri-!li0 ,-.a 1"1+00, 'f>.O ◄ 0 7 N 60'29'14" E 74.16' 8" PVC -1..£.a:-oor-.o. n+oo = ~o s.o -4-"1 8 N 16"45'15" E 80.00' B" PVC g N 4J'2J'29" E 52 . .27' 8" PVC TC = Cl + 0.04' UNLESS OTHERWISE SHOWN 19 ..... ~ -..... + .... -:e .... -~.,, la!~~ ........ i 1'Jc, +~o "' "' 27 -"' VERMARINE COURT - - ------------ ---------- - ---------- --------· -- -----·----------- --------------------------. -- --- --------- 20 26 .. . "" ·,--,.·,_-I. i Ci .. .. ~ f'IANNING ENGINITRING 'SUR\JE'flNG 21 i ~ ::: re, .... l"j 25 HUNSAKER & ASSOCIATES SAN DIECO, INC 101]g Huennekens Sm~t Su Diego,, Ca 432121 !'H@>8)55a4500· fXU!Slll558-1414 I §, 22 ~ I? i §i ae f! ~ .. °' .. I ~ ~ ... .. 1:J .. ~ /g ii!: u ,. ., ii~ ... & t ..~ " " 24 "'-~ 23 ~ ALL WE:ATH£R ACCCSS ROAD PER CITY SfANDARDS AH ND 19 + . 6 INSrALL T-LOC LINING PER CMWD sros Oi ff ~ (jt ~ .. ... ... ... .. ~Q~ r-.: • "' ~ Ii ... ... ::: i3 :: t+BJ.78 CDS 2 DRIVEWAY ,..--~ PUBLIC IJT/Ufr' CASEMENT PER FINAL IIAP AI-J NO 18 91+88.06 £MOUNTABLE POSTS AH NO 17 =~=~ -..-._20+55.47 SUBDMSION __..-BOUNDARY CAP ASSY & 2" AVA 12+12.82 CDS 0-25 CURB INLCT 85 \ \ \ --1----1--I -----. " . - - - ---·-- - -' - - -. -,-·---- - ---·-·· --- - - HORIZ. : 100=40° VEqT_ : 1 "=8' 40 0 40 BO 120 y SC~.LE 1 "• 40' ENGINEER OF WORK ~/J/1l./4 ~Ffe£ RAl'iDL MARTIN DATE R.C.E. NO. '8670 EXP. 6/30/04 "AS BUILT" ~· ~~~/L,.b REVIEWED BY: INSPECTOR 1----+-+-----------t----+--,-------r---t~~C-IT_Y_O_F_C_A_R_LS_B_A_D~'s~~sj l__l-_1-_J _ ENGINEERING DEPART~ENT DJffE INITIAL ENGINEER or WOR REVISION DESCRIPTION -+------ INITIAL CATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED A a r:e-e-L? CITY ENGINEER 4fu: DWN BY: ___ _ CHKD ev-c;vP RVWD BY: d' !1_ · F»A LLOYD B. HUBBS ~-r~ .,. /.r;./ .. ~ 012/:u/o~ OAT[ PROJECT NO. CT02-23 DRAWING NO. 406-6 R:\0326\&Eng\lmprovements\0326ia11.dwg[ 1275]Mar-18-2004: 17:37 W.O. No. 2J52-67 \ \ ,I j ' SEWER LATERAL TABLE STREET STREET LATERAL DEPTH STATION INVERT STATION ELEV. BELOW LOT NO. OF AT MAIN OF AT PL LATERAL LATERAL PL FS TO IE IE (1) AT MAIN AT PL IE 1 8+95.62 128,02 10+48.02 cos IJ0.45 5.J6 2 8+37.55 129, 17 11+05.61 cos 131.93 5.J6 3 8+42.55 129,07 12+24.74 CDS 130.64 5.36 4 9+28.37 127.39 13+ 13.72 CDS 129.43 5.J6 5 14+18.90 142.58 14+18.90 146.27 5.36 6 14+93.06 148.38 l4+93.06 151.77 5.36 7 15+69.82 153.57 l5+69.82 156.38 5.36 8 16+57.02 159.21 16+57.02 162.38 5.36 9 l2+55.20 177.04 12+55.20 180.43 5.76 10 11+9.J.92 178.26 11+93.92 181.50 5.36 II ll+J2.24 179.49 11+J2.24 182.03 5.75 12 l0+59.01 180.90 10+52.94 183.44 5.36 1J 9+99.42 182.13 10+30.79 CDS 183.76 7.16 14 9+94.67 182.23 10+60.59 CDS 186.01 5.36 15 14+12.46 184.00 14+ 12.46 187.41 5.36 16 15+23.28 195.34 15+23.28 198.22 5.J6 17 16+17.33 203,82 16+17.33 207.62 5.36 18 17+00.84 209,52 17+00.84 215.33 5.36 19 17+73.0B 214.44 l7+73.08 219.87 5.J6 20 18+33.04 218.48 18+33.04 223.47 5.36 21 19+19.90 223.46 19+19.90 228.60 5.36 22 20+07.27 225.20 10+86. 91 cos 232.68 5.36 23 20+47.BJ 226.01 11+67.20 CDS 235.73 5.J6 24 20+14.74 225.42 20+14.74 2.JJ.83 5.76 25 19+39.90 223.87 19+39.90 229.48 5.76 26 l8+53.33 219.86 18+53.JJ 224,29 5.76 27 17+20.84 210.85 l7+20.84 216.71 5.36 28 16+36,23 205. 11 16+36.23 209.11 5.76 -- 2~ 15+41.83 197.23 15+41.83 199.67 5.76 JO 14+57.27 188.58 14+57.27 191.22 5.76 JI l3+88.58 181.56 l3+88.58 185. 18 5.76 32 22+94.43 219.47 22+94.43 223,92 5.36 JJ 23+98.58 232.33 23+98.58 236.42 5.36 34 24+99.52 243.98 24+99.52 248.53 5.36 35 25+74.18 252.56 25+74.18 257.49 5.36 J6 26+41.85 260.35 26+41.85 265.41 5.J6 J7 27+27.17 270.17 27+27.17 274.01 5.36 i--------------- JB 27+87.58 277, I 1 27+87.58 279.42 5.36 J9 24+83.39 242.13 24+83.39 246.16 5.80 40 2J+81.57 2J0.22 23+81.57 233.94 5.80 -41 23+03.20 220.54 23+03.20 224.53 5.80 42 22+08.75 2Da88 22+08.75 21J.20 5.80 43 21+28.71 198.99 21+28.71 20J.60 5.80 -44 20+36.83 189.59 20+J6.83 192.86 5.80 45 19+42.03 180.25 19+42.03 184.73 5.80 46 18+45.06 171.JB 18+45.06 178.85 5.80 47 I 7+28.51 16J.84 17+28.51 169.00 5.80 48 63+79.17 SWR 163.51 12+12.94 CDS 165.85 5.J6 49 6J+20.7-4 SWR 163.51 1J+2J.J9 163.41 5.36 50 12+39.07 158.44 12+J9.07 160.34 5.J6 51 11+60.98 155.60 '1+60.98 157.-49 5.J6 52 10+89.68 153.23 10+89.68 155.08 5.36 53 10+85.17 127.91 10+85.17 129.49 5.76 54 11+67.03 129.83 11+67.03 1Jt.95 5.76 55 12+53.87 IJ2.00 12+53,87 134.94 5.J6 ~-- 56 13+J7.08 IJ4.13 10+44.80 CDS 1J6.91 5.57 57 13+92. 12 1J5.55 I 1+07.J1 COS IJB.55 5.42 58 55+88.38 SWf tJS,92 12+18.32 CDS 1JB.85 5.J6 ~· -.. 59 1J+42.06 1J4,26 13+44.77 IJ7.24 5.36 60 12+66, 12 1J2.31 12+66.12 135.32 5.J6 61 11+85,90 1J0.28 11+85.90 132,91 5.J6 62 11+07.29 128.43 11+07.29 130.55 5.J6 6J 10+90.78 120.79 l0+90.78 124.79 5.J6 64 11+65.78 121.98 I 1+65.78 125.54 5.J6 65 l2+45.10 123.JO l2+45.10 126.32 5.J6 66 13+06.56 124.29 tJ+o6,56 126.95 5.J6 67 IJ+86.21 125.68 13+86.21 127.74 5.36 68 14+58.36 126.83 14+58.36 128.-46 5.J6 69 15+25.97 127.91 10+50. 16 CDS 129.J() S.36 70 15+64.68 128.53 11+02.62 CDS tJ0.00 5.J6 71 15+ 16.61 127.76 12+26.88 CDS 129.19 5.70 72 14+J0.07 126.38 14+J0.07 127.78 5.76 - 73 tJ+51.94 125. 13 13+51.94 127.00 5.16 74 12+73.42 123.75 12+73.42 126.21 5.16 75 11+85.33 122.33 11+85.33 125.3J 5.76 76 11+06.53 121.06 '1+06.53 124.55 5.76 77 l0+34.00 119.91 10+34.00 12-4.21 5.36 78 9+59.25 120.86 10+20.82 CDS 123.93 5.78 79 8+89.16 123.54 10+77.26 CDS 125.40 5.J6 80 B+BJ.07 123.78 11+46.87 CDS 126.45 5.36 81 8+72.07 124.20 11 +89.32 CDS 126.03 5.36 82 9+ 15.94 122.52 12+59. 15 CDS 125.03 5.36 LENGTH DROP LAT. OF TO SLOPE LATERAL JIAIN " (4) (2) . J3.53 1.76 2.00% 47.94 1,80 2.00% 47.93 0.68 2.00% 28.00 0.88 4.30% 30.00 3.09 2.00% 30.00 2.79 2.00% JO.DO 2.21 2,00% JO.DO 2.57 2,00% 28.00 2.83 2.00% 28.00 2.03 4.29% 27.94 T.98 2.00% J2.76 1.13 4.30% -~ 48.08 0.67 2.00% 44.78 2.88 2.00% 28.00 2.85 2.00% 28.00 2.J2 2.00% 28.00 3.24 2.00% 28.00 5,25 2.00% 28.00 4.87 2.00% 28.00 4.43 2.00% 28.00 4.65 2.00% 56.48 6.31 2.00% 52.J5 8.67 2.00% 28.00 7.85 2.00% 28.00 5.05 2.00% 28.00 3.87 2.00% 28.00 5.30 2.00% 28.00 J.-4-4 2.00% 28.00 I.BB 2.00% 28.00 2.08 2,00% 28.00 J.06 2.00% JO.DO J.85 2,00% JO.OD J.49 2.00% 30.00 J.95 2.00% JO.DO 4.33 2.00% JO.DO -4.46 2.00% J0.00 J.24 2.00% JO.DO 1.71 2.00% JO.OD J.43 2.00!{ JO.OD J.12 2.00% JO.DO J.J9 2.00% JO.OD J.72 2.00% ·~ JO.OD 4,01 2.00% JO.OD 2.57 2.00% JO.DO J.88 2.00% J0,00 6.87 2.00% · - JO.DO -4.56 2.00% J5.56 1.63 2.00% J0.18 1.43 2.00% 28.00 1.J4 2.00% 28.00 . 1.27 2.00% 28.00 1.29 2.00% 28.00 1.02 2.00% 28.00 · 1.56 2.00% 28.00 2.J8 2.00% J6.29 2.05 2.00% 58.7J I.BJ 2.00% · J9.07 2.15 2.00% J0.27 2.38 2.00% 28.00 2.45 2.00% 28.00 2.07 2.00% 28.00 1.56 2.00% 28.00 J.44 2.00% 28.00 J.00 2.00% 28.00 2.46 2.00% 28.00 2.10 2.00% 28.00 1.50 2.00% 28.00 1.07 2.00% - J2.26 0.74 2.00% J().JJ 0.86 2.00% 49.86 0.43 2.00% 28.00 0.84 2.00% 28.00 I.JI 2.00% - 28.00 1.90 2.00% 28,00 2.44 2.00% 28,00 2.93 2.00% 28.00 3.74 2.00% 29.94 2.47 2.00% 53.13 0.80 2.00% 57.62 t.52 2.00% JB.21 1.07 2.00% J2.84 1.85 2.00% CL (4) PL LENGTH OF LATERAL TC I (I) ~ DEPTH BELOW PL 1.0' U/N DROP TO MAIN (2) 1YPJCAL LATERAL ELEVATION NTS NOTES: CONTRACTOR SHALL CONSTRUCT LATERLS WITH PRESCRIBED SLOPE AND DROP TO MAIN. . ENGINEER OF WORK ;&-Lrk~L t'/dr ONO L. MARTIN DATE R.C.E. NO. -48670 EXP. 6/30/04 -II AS BUILT" I;,/ REVIEWEC BY: , / ~AIM.L ~le/oa INSPECTOR/'. DATE l----l--+-----------------t----r----f---t--7 IMPROVEM[NT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 HUNSAKER , APPROVED -Fo,,'f LLOYD a. Huaas & ASSOCIATES , 4 < -r-4 ~~-e !~ ~~/.c, 'i PIANN!NC 11119 lumekens llrtet OIGINEERING 51n DieJo. C. !12121 SURVEYING IH(858]55B;ISOO, FX{858)558-1414 l------ll---+----------------t---+-----1---t----11c1TY ENGINEER olkE 2JR89T F•eJ?/,JfJ05 DATE DATE INITIAL ENGINEER or WCR REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY, I CHKO EY: -':G~\J'-:.P __ I RVWD BY, :fl I--. PROJECT NO. CT02-23 R:\0326 \tcE 1~\I ....,p."over,e-~-:s\0326io.12.~wi;[ 20 7 4 JMo.r-15-2004 :18:59 I DRAWING NO. _ 406-6 W.O. No. 2352-67 ' / ~ 0 o; I O') LOT 47 NOTE: SEE SHEET 4 FOR CONTINUATION OF IMPROVEMENTS. COORDINATE DATA NORTHING EASTING DESCRIPTION @ 1966222.2808 625359.2845 INSIDE CORNER VAULT @ 1986215.2729 1525:36D4.4042 INSIDE CORNER VAULT © 198620B.:347:3 625:3600.:3997 INSIDE CORNER VAULT @ 1986226.9:322 625:3580.2460 CENTER RELIEF DISCHARGE BASIN •nECLARATION OF RESPONSIBLE CHARGE" FOR SHEETS 13, 14, 15, AND /6 ONLY I HEREBY DECLARE THAT I AM THE ENGINEER OF ltt)RK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE IE, AS ENGINEER OF WORK, OF /IY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, DEXTER WILSON ENGINEERING, INC. ADDRESS: 703 PAI QMAR AIRPORT R{)AD $1111£ 3QQ CITY, ST.: C4BlSB40 CA T£L£PHO/IE;,(l601 43B-4422 IY: ~A-! 0-,e--ANDREW M. OVEN P.E. lfO.: Ref 4/Q/5 EXPIRATION DATE: ~J~t~~'~t~oz~------- CS2\ \FS\DWG\681026\SITEPLAN.DWG OJ-24-04 14:08:17 RETAINING WALL SITE PLAN 1 •-1 O' UPSTREAM VALVE SIZE 6" MODEL 112-01 4• MODEL 112-01 4" RELIEF MODEL 50-01 HGL 510 510 375 • MAXIMUM SURGE • 1,1100 GPM PRESSURE 148 148 118 LOT 9 / PRESSURE REDUCING STATION DATA TABLE DOWNSTREAM MINIMUM CONTINUOUS FLOW RATE, (PER MANUFACTURER) GPM HGL PRESSURE 375 89 115 37 5 89 50 -- PLANS PREPARED UNDER THE SUPERVISION OF: ~~· o~ J-2,-0.,, #!DREW 11. O\IEN RCE ♦1015 DATE MAXIMUM CONTINUOUS UPSTREAM SETPOINT DOWNSTREAM SETPOINT FLOW RATE, (PER i-----....-----1------.-------1 MANUFACTURER) GPM PSI HGL PSI HGL 1 800 . 1:34 480 11 1 3 55 800 141 495 119 375 eoo• --104 409 . . DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 DATE INITIAL ENGINEER Of' W0RI • . REVISION DESCRIPTION GENERAL NOTES: I. ALL IIORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS CF THE CARLSBAD tfJNICIPAL WATER DISTRICT. 2. ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. 3. PJPING DIMENSIONS ARE NOMINAL. AL.LOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTCfl/FABRICATOR SHALL SL8MIT SHOP DRAWINGS FOR APPROVAL CF ALL PIPING AND VAULTS PRIOR TO FABRICATION. 4. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. !i. VAULT FLOOR SLAB, WALLS, TCP SECTION, AND MANHOLE FRAl'E AND COVER SHALL BE DESIGNED IN CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADINC INCLUOING EFFECT CF RETAINit-lG WALL $~CHARGE. VAULT SHALL BE CF A PRECAST TYPE DESIGN WITH ALL SHCf' DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. 6. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, DECREASED AND PAINTED PER DISTRICT STANDARDS. 7. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT STANDARDS lH..ESS OTHERWISE NOTED. 8. REINFORCING STEEL SHALL BE ON VALl.T SIDE CF THRUST COLLARS. 9. ALL ACCESSORY PIPING, Tl.8INC, C(l,l()UIT AND 0Tf£R COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 10. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH CROUT. AL.L WALL SURFACES SHALL BE FINISHED SMOOTH AND EVEN PER SECTION 8-13 'SURFACE FINISHES' Of DISTRICT STANDARDS. NOTE: STEEL PIPE SHALL BE CEMENT MORTAR LINED AND COATED THROUGH WALL. SIZE MODULAR SEALS ACCORDINGLY. MODULAR SEALS WITH 316 SS PARTS, LINK SEAL OR EQUAL PRECAST CONCRETE WALL n I I I I I I LJ CML&C STEEL PIPE INSTALL NONSHRINK GROUT IN ANNULAR SPACE .... ·• .. ·(l .. PIPE END SHALL BE PLAIN 3" .. 15 I ~~ ::,U gg :zz i 11:'.:I lt' ~ Ill VAULT INTERIOR INSTALL NONSHRINK GROUT IN ANNULAR SPACE VAULT PIPE PENETRATION DETAIL NO SCALE "AS BUILT" ~~/o~ R-u. -t:>11 RCE ~/012.. EXP. ~ -]f -0'1 DATE REV::,~:: AIJ-.. ,!e,(ot, INSPECTOR/ -DATE LrfJ CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 6 IMPROVEME:NT AND UTIUTY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD I.OB LAPIS ROAD PRE:SSURE: RE:DUCING STATION APPROVED LLOYD HUBBS Or .-.-~ d ~•~,,/1~ .,.-/~/4,,c../ CITY ENGINEER £c° 2J88'}'' cxe 12ZJ1{05 ' -~ DAT£ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY•% CT 02-23 406-6 OTHER APPROVAL CITY APPROVAL IIVWD BY: ' \ ) ) 18" STORM DRAIN FOR CONTINUATION, SEE SHEET 4 4• -0" ... I•-------s·-o· ----+-+i 4•-0· 7 t . •·. . .. . ' ,. --~-+ NO. 4 BARS 12• O.C. EACH WAY (TYP. BOTH SIDES) -------7'-9" -------i·--2•-3• -1-~ 12· i--- lYP. 375 ZONE 510 ZONE .. -·:· .. :·~ : ' '-~;.-..,_ --'7r,_ t : .. ·: -~ ~ ..... -.. .... i.-:~ '"!. • • WALL PENETRATION lYP. OF 5 PER DETAIL~ Qv TYP. ON 4 . , __________ .. ; . . . -. . . . - ii •• • :· MATERIALS LIST: 0 1 EACH 4• PRESSURE REDUCING AND PRESSURE SUSTAINING VALVf., CLA-VAL 92G-01, BCKC, DUCTILE IRON BODY, SS TRIM, CL 150 FLANGES, EPOXY COATED INTERIOR AND EXTERIOR, SPRING RANGE 30-300 PSI DOWNSTREAM AND 20-200 PSI UPSTREAM, Xl 01 INDICATOR (SEE MISC. UNDER TELEMETRY SYSTEM COMPONENT UST). @ 1 EACH 6" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVf.. (SAME DESCRIPTION AS ITEM NO. 1 ). @ @ @ @ @ @ @ @ 1 EACH 4" PRESSURE RELIEF VALVE, 50A-01 BKCD, DUCTILE IRON BODY, SS TRIM, CL 150 FLANGES, EPOXY COATED INTERIOR AND EXTERIOR, CRL 20-200 PSI RAINGE. 2 EACH 6" GATE VALVF.S, CL 125 FLANGES, WITH HANDWHEEL 2 EACH II" GATE VALVF.S, CL 125 FLANGES, WITH HANDWHEEL. 1 EACH 4" GATE VALVE, CL 125 Fl..ANGES, WITH HANDWHEEL. 2 EACH B" X 8" X 8" FABRICATED 10 CA. STEEL COMBINATION TEE, BENO, ANO SPOOLS WITH THRUST COLLAIRS PER DRAWING, DOUBLE WELDED JOINTS, CEMENT MORTAIR LINED AND COATED, CL 150 FLANGES. 1 EACH e•x4• FABRICATED 10 GA. STEEL TEE. CL 150 FLANGES, WITH MORTAR LINING. 1 EACH 4" FABRICATED 10 GA. STEEL DISCHAIRGE LINE, CL150 FLANGES, VICTAULIC COUPLING, MORTAIR LINED WITH PORTION COATED. 2 EACH 6" X 4" CL 150 FLANGED REDUCERS WITH MORTAR LINING 1 EACH 6" CL 150 FLANGED SPOOL, MORTAIR LINED 1 EACH 6° CL 150 FLANGED SPOOL WITH VICTAULIC COUPLING, MORTAR LINED 1 EACH e• CL 150 FLANGED SPOOL WITH MORTAIR LINING. 1 EACH 8" CL 150 FLANGED SPOOL WITH VICTAULIC COUPLING. MORTAR LINED 3 EACH STYLE 77 VICTAULIC COUPLINGS, SIZE PER DRAWING 1 EACH SUMP PUMP "LITTLE GIANT" 1 /3 HP. AUTOMATIC, GRAINGER f3P639A 1 EACH 1 1/2" PVC LINE TO DISCHARGE WITH CHECK VALVE AND COMPRESSION COUPLING. 1 1/2" GALVANIZED SUPPORT BRACKET. @ @ @ @ @ @ @ @ ® @ @ @ @ 2 EACH 1,1" PVC VF.NT PIPES. 2 EACH 6" PVC 90' BENDS. 2 EACH 6" PVC X STEEL ADAPTORS. 2 EACH 6" 10 GA STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. 2 EACH 6" STEEL INTAKE AIR CAP, ALHAMBRA FDRY. MODEL NO. A-2163 (GALVANIZED). 2 EACH CONCRETE VENT PIPE ENCASEMENTS. 1 EACH 36" DIA. PRE-CAST CONCRETE MANHOLE. 1 EACH 36" DIA. CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FDRY. MODEL NO. A-1558-36. 1 EACH 4" FABRICATED 10 GA STEEL DISCHARGE LINE WITH 180' BEND, CL 150 FLANGES, MORTAR LINED WITH PORTIONS MORTAR COATED OR PRIMED AND PAINTED. CONCRETE THRUST BLOCKING PER CITY STD. DWG. W15 AND W19. 7 EACH SLIP ON/WELD ON CLASS D FLANGE, SIZE PER PLANS 2 EACH PRESSURE GAUGES, ASHCROFT 3 1 /2" -1009A 1/4" FITTED AND INSTALLED PER GAUGE DETAIL A, SHEET 15 2 EACH PRESSURE TRAINSDUCERS PER DETAIL B, SHEET 15. PRESSURE TRAINSOUCERS TO BE VF.GA BAR 14 TYPE CONTACT JPR SYSTEMS (SCOTT) 714-985-0192 @ INTAKE BLOWER MOUNTED TO WALL TOP VENT PIPE GRAINGER f4C943 OR 4YJ33 @ @ @ ® @ @ @ @ TIME CLOCK TO BE MOUNTED NEAR LADDER WITH WEATHER PROOF BOX INTERMATIC f2T2501A LIGHT TO BE OPERATED BY LIMIT SWITCH ON LIO 2 EACH 8X6" CL 150 FLANGED STEEL REDUCER WITH MORTAR LINING. CEMENT COATING. LEAVE ON TO FIRST FLANGE. INSTALL HOSE BIBB AT BODY PLUG LOCATION ON PRESSURE RELIEF VALVE. TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED TO 11 Ov RELAY. PVC TO COPPER TRANSITION COUPLING 1 1/2" COPPER TUBING TYPE K {HARD) WITH PROTECTIVE WRAPPING ~----,4•_9•---+-------------14•-o· --------------1----4•-9•---- @ B EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE -MOUNTED ON RAISED CEMENT GROUT. @ 1 EACH PRE-CAST CONCRETE VAULT (PAIRKWAY LOADING) WITH INTEGRAL SUMP. SLOPE VAULT @ @ @ 8" FLANGE COUPLING ADAPTOR 8' -0" TOP OF GRADE LEV. 177.1 WALL PENITRATION PER DETAIL@ 13 5'-0" 2' -6" NO 4 BARS 12" O.C. EACH WAY '· : .. :. : 4. . ... . "·. --·~ .. :" .. •• • .. SET VAULT ON 12" OF 3/8" CRUSHED ROCK CS2\ \FS\DWG\681026\111-1.0WG 0~-24-04 13:36:18 MECHANICAL PLAN SCALE: 1/2" ~ 1 •-0• . . 6 SECTION SCALE: 1/2" • 1•-0• ED .. • • .i· .. .. .. .. ., .. • ... • .... ,i . .. : . ·. , .... - • OP OF HATCH LEV. 179.0 NO. 4 BARS 12• O.C. EACH WAY · .. ~------~-' . •· . . . . , . . . .. . ' ·• . f • ·: ~ _. • • - . f, . . ·. . -: -. ... . . . . . . ' .•-: : .-, : : : -. '' -. -•· ..... . . ~-... 3'-3" +---<111••· --"-t--1 ---It_ ELEV. 168.75 ... . ,. ' . t PLANS PREPARED UNDER TliE SUPERVISION OF: 3-u..-oy. ANDREW M. 0\/EN RCE 41015 DATE .. FLOOR 2 PERCENT TOWARD SUMP. INCLUDE P.C.C. THRUST COLLAIR WALLS PER DRAWING. MASTIC SEALANT AT JOINTS. 1 EACH 36X36" HATCH, BILCO TYPE J-4AL. RUN HATCH DRAIN TO DISCHARGE MANHOLE. 1 EACH GALVANIZED STEEL LADDER. ALHAMBRA FORY. MODEL NO. A-340D WITH LADDER-UP. TOP OF GRATE 176.75 f'INISH GRADE 176.0 7'-9" • ... . ... .. e• CML&C 10 GA STEEL PIPE 3• HIGH X 3/8" THICK STEEL ANCHOR PLATE WELDED TO OUTSIDE DIAMETER OF PIPE 1 '-0" e· .. .. i-" '· ELEV. 172.00 i_+--•. "-1-- . ~ ·' ELEV. 171.25 i_+L .• .-+---111----, t'lt'l'----.- TO DISCHAIRGE MANHOLE .· .-, .. •· • . .. ·-• SUMP PUMP · .. •. . ' : 1· • : • ~ . . 10· -- 2'-6" NVF.RT 18" PVC DISCHARGE M.H. 169.00 FROM PRESSURE RELIEF VALVE _______ .....;;,_ _______ __ "AS BUILT" tZt.«10,rc--- RELIEF VALVE SECTION CD RC~ .lf/0/ £ EXP. 3-31 -() 'l 6-U-08 DATE SCALE: 1 /2" • 1 '-o• REVIEWED IIY: i a ~~.&=<l INSPEcr-Oti"' .. ..,!sloa 1----+--+-----------+--+----1---+----1 ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ---t----t----------------+---+--t----+----t IMPROVEMENT AND UTILITY PLANS fOR: LA COSTA GREENS NEIGHBORHOOD 1.08 DATE L.APIS ROAD PRESSURE REDUCING STATION APPROVED LLOYD H.UBBS 6 DEXTER WILSON ENGINEERING, INC. 1-----+---+-------------+-----+---+---+----t g-~~u!°"7/fc'E '{;~EXP 12/31/055 -~/c:TE CONSUL TING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 --=-t--,,.--t----------------+---+--t----t-----1 OWN BY;~~--• EN~ ;i;L REVISION DESCRIPTION 1-or"""°"""'~=-AP--'--'P~"'11'-"1:=-L+-cm.ccDll"'r=-EAPPR-'--"1N"-:cc.AL=-L-1 = ~;-'Tfti"=---1 PROJECT NO. CT 02-23 DRAWING ND. 406-6 ) SUMP PUMP ----. SP-I -. : ·-.· ... . .. . ' ... '~ . . . . . . .. ..: \", ·. . -. ·.· -· -. -...... . ,_..-. ~; ... ... EXHAUST BLOWER POWER J-BOX {NEMA 4X) 2-C-10#12, 5#12 GND. .· ... 203/4" C-1-2#18SH .. · ... _: . . _., .. . . . ·, • •· • • • • ,. L ... NOTE: lYPICAL FOR EXHAUST VENT ALSO. I- 2"C, TELEPHON VALVE POS. TRANS. (TYP.) •· 3/4" C-1-2#18SH CONTROL J-SOX RITTAL (HEMA 4X) ELECTRICAL PLAN 1/2" MIP SALL CORP (FORD FB 1700; JONES J-19:31) I/ 4" GAUGE COCK ASHCROFT 3 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 PSI UPSTREAM SCALE: 1/2" • 1 '-0" PIPING PER PLAN 1/2" THREADED CAP 1/2" BRASS TEE 1 • X 1/2" BRASS BUSHING 1 1/2" X 1• NYLON INSULATING BUSHING 1 1/2" CL 3000 STEEL COUPLING PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE GAUGE DETAIL NO SCALE 1/2" MIP BALL CORP (FORD FB 1700; JONES J-1931) 1/4" GAUGE COCK ASHCROFT J 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 PSI UPSTREAM TRANSDUC AIR VE~' ~;~l~?-o:ECTION @ CS2 FS 0WG\681026\E-1.0WG 03-24-04 IJ:59:58 --~------.!, TELCO JUNCTION BOX ca·.a·.s·) ATTACH TO SIDE OF PEDESTAL--, ELECTRIC SERVICE SINGLE PHASE 120/240 VAC MYERS ME-UG 125 · SERVICE PEDESTAL WITH 1 00 AMP MAIN (CIRCUIT SCHEDULE AS SHOWN) SCADA 1/0 EQUIPMENT STANDARD PRVTELEMENTRY TELEMETRY SYSTEM COMPONENT LIST (NO SUBSTITUTIONS) 2" CONDUIT TO TELCO so:..u_R_:_CE:..---MH J61 ti" C- J" OPT022 1/0 HARDWARE AVAILABLE AT: OPTO 22 CONTACT: SCOTT WINROW ,3044 BUSINESS PARK DRIVE TEMECULA. CA. 92590 BLACK BOX CORP. P.O. BOX 12800 PITTSBURGH, PA 15241 PHONE (724) 746-500 rAx (soo) 312-0746 "---2" ELECTRIC CONDUIT TO WATER VAULT PHONE (800) 321-6786 HARDWARE REQUIRED: (FOR WATER OPS) 1 -AC7A OPTO 22 ADAPTOR CARD I-MODEM 3600 STANDALONE, ITEM fMD1000A I-MODEM 3600 RACKMOUNT, ITEM fM01000C 2" PVC ELECTRIC -../ CONDUIT WITH PUU ROPE TO SDGE TRANS. STA. NO. 21J-BJ (JOO'±) 2" TELCO CONDUIT TO WATER VAULT 1 -SNAPB12M 1 -SNAP-PSS SERVICE PEDESTAL DETAIL NO SCALE CIRCUIT SCHEDULE: CIRCUIT 1 20 AMP LIGHTS AND OUTLETS CIRCUIT 2 20 AMP TIME CLOCK AND FAN CIRCUIT J 20 AMP SUMP PUMP CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT TO POWER JUNCTION BOX. CONDUITS ONC. ENCASE PRIVATE ONLY TRfNCH --, TRENCH DETAIL NO SCALE 0 0 rAN TIME ClOCK-INTERMATIC 2T2501A GRAINGER STOCK LIGHT/INTRUSION SWITCH TELEMECANIOUC MODEL fXCKJ1 D541 H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRAINGER STOCK f48811. NOTE: TYPE ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION I -SNAP-PS24 1 -SNAP-B3000 AS NEEDED -SNAP OACS 110 VAC OUTPUT MODULES AS NEEDED -SNAP JAC5 110 VAC 4 CH. INPUT MODULES AS NEEDED -AIMA-1 2-ISOLATED CHANNELS ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS, VEGA BAR14 CONTACT JPR SYSTEMS (SCOTT 714-985-0192) MISC. CLAVALVE SPECIAL ACCESSORIES 2-X117C VALVE POSITION TRANSMITTERS OR APPROVED EQUAL. (TO BE INSTALLED ON PRV'S) RITTAL #AE 1350 (20"H X 2o·w X 12"0) MOUNTED TO WALL WITH UNI STRUT MOUNT AND WIRE ENCLOSURE WHERE SHOWN IN VAULT NOTES: 1, COORDINATE WITH CMWD OPERATIONS (TEL. 760-438-2722) FOR ADDITIONAL REQUIREMENT. 2. PROVIDE 2-WIRE POINT-TO-POINT LEASED LINE FROM VAULT TO CMWD, 5950 EL CAMINO REAL, ANO ONE YEAR LEASE. 3. CONTRACTOR SHALL PROVtDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION Of ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. 4. CARLSBAD MWD SHALL BE RESPONSIBLE FOR ANY PROGRAMMING. DESCRIPTION MOUNTING VOLTS HO. Of LAMP TYPE TOTAL LAMPS WATTS f'LUORSCENT FIXTURE, 4' LONG @ MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT CEILING 120 2 F40T12 100 ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, MOUNT, COMPLETELY GASKETED AND ENCLOSED CENTERED SUITABLE FOR WET AND CORROSIVE OVER LOCATIONS. PIPE RUNS RITTAL ENCL VAULT WALL MANUFACTURER AND CATALOG NUMBER LITHONIA CAT. f DD-240A-WLF OR EQUAL 1/2" THREADED CAP INPUT/OUTPUT (1/0) SCHEDULE 1 /2" BRASS CROSS PIPING PER PLAN ERLGAUGE NO SCALE 1/2" X 1/4" BRASS l!USHING (lYP. BOTH SIDES) VEGABAR 14 TRANSDUCER 4-20 MA DETAIL @ 14 PLANS PREPAAED UNDER TliE SUPERI/ISION Or: ITEM OUTPUT INPUT ANA. DISC. 1 X X 2 X X 3 X X 4 X X 5 X X 6 X X 7 X X DEXTER WILSON ENGINEERING, INC. ~~ t)Ark-J-2,-.,,,. CONSULTING ENGINEERS 70:3 PALOMAR AIRPORT ROAD, SUITE JOO CATE INITW. CARLSBAD, CA ~2009 (760) 438-4422 NlDREW M. <MJ,i RCE 4101~ CATE ENGINEER O, WOR PRESSURE REDUCING STATION POINT DESCRIPTION UPSTREAM PRESSURE PIPE f DOWN STREAM PRESSURE PIPE 1 SDG&E POWER FAIL VAULT INTRUSION PRY VALVE NO: 1 POSITION PRV VALVE NO: 2 POSITION SINGLE POINT LEVEL DETECTION CATE INITl.'I. REVISION DESCRIPTION OTHER APPRO\IAL LOCATION PE/PIT-I PRESSURE TRANSDUCER PE/PIT-2 PRESSURE TRANSDUCER RELAY-MT. ENCLOSURE WHEN POWER IS OUT zs-1 HATCH SWITCH Zl-1 POS. TRANSMITTER Zl-1 POS. TRANSMITTER BELOW RITTAL ENCLOSURE FLOAT SWITCH/VAULT FLOOD "AS BUILT" ~~o~ e -~ -l>s. RCE 'fl<>t£ EXP • .J-J/-o9 DATE R~EWED BY: " ~.di.. -,~/p23 INSPECTOR 7 ........ DATE l~I CITY OF CARLSBAD ~ ENGINEERING DEPARTMEt-11' 6 /MPROVE:MENT AND UT'IUTY PLANS F'OR: LA COSTA GREENS NEIGHBORHOOD 1.08 LAPIS ROAD PRESSURE REDUCING STATION APPROVED LLOYD HUBBS ~y ~ A ;_ -""~.-:?. .ve--~ · ,;;l'~k+' CITY ENGINEERRCE 2J8 -~e 12ZJ1/05 --DATE low BY· I CATE INITlAL ~ PROJECT NO. DRAWING NO. CITY APPROVAL CHKD ,i.,, CT 02-23 406-6 IM¥D BY: , . . . \ ) / PART 1 -GENERAL ELECTRICAL 1.1 DESCRIPTION A. WORK INCLUDED: PROVIDE COMPL.El'E ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PllOPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: . 1. POWER/TEL. PEDESTAL AND MEJ'ER PEDESTAL FOR METERING FACILITIES, MAIN CIRCUIT BREAKER ETC.; 2. FEEDER SYSTEM, IN CONDUIT TO BRANCH CIRCUITS; 3. BRANCH CIRCUIT WIRING, IN CONDUIT, FOR LIGHTING, RECEPTACLES, JUNCTION BOXES ANO MOTORS; 4. HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, ANO OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH; 5. LIGHTING RXTURES AND I.AMPS; 6. WIRING SYSTEM, IN CONDUIT, FOR EQUIPMENT AND CONTROLS PROVlDED UNDER OTHER SECTIONS OF THESE SPECIRCATIONS; 7. MOTOR STARTERS ANO CONTROLS FOR MOTORS PROVIDED UNDER THE CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED; 8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEASE LINE; 9. OTHER ITEMS AND SERVICES REQUIRED TO COMPLETE THE SYSTEMS. 1.2 QUALITY ASSURANCE A. USE ADEQUA1£ NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY lRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLElELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION Of THE NATIONAL ELECTRICAL CODE (NFPA70). 8. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR ANO MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. 1.3 SUBMITTALS A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT SIX (6) COPIES OF: 1. MATERIALS UST OF ITEMS PROPOSED TO BE PROVlDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIRCATIONS AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; 3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN . APPROVED BY THE OWNER WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. B. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO (2) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL: 1. COPY OF APPROVED RECORD DOCUMENTS FOR THIS PORTION OF THE WORK; 2. COPIES Of ALL CIRCUIT DIRECTORIES; 3. COPIES Of ALL WARRANTIES AND GUARANTIES; 4. CONTROL SCHEMATICS AND WRITTEN STEP-BY-SlEP DESCRIPTION Of THE CONTROL FUNCTIONS. 1 .4 WARRANTY A. PROVIDE 1 YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DATE OF COMMISSIONING. PART 2 -PRODUCTS 2.1 GENERAL WHERE UNDERWRITER'S LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARJNG THE UL LABEL A. TEMPORARY POWER: 1. THE CONTRACTOR, AT HIS OWN EXPENSE, WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED. 2.2 SERVICE ENTRANCE (METER PEDESTAL) A. PEDESTAL: MYERS 120/240 VAC ME-UG 125 WITH 100 AMP MAIN CIRCUIT BREAKER 8. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) REQUIREMENTS. C. CONTROL CABINET: 30"Hx24"Wx12"0 RITTAL f!,£1376 MOUNTED IN VAULT WITH UNIT STRUT •. COORDINATE LOCATION WITH CMWD OPERATIONS. 2.3 GROUNDING SYSTEM A. GROUND ALL EQUIPMENT, INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS, AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO INDEPENDENT GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND Cl.AMPS MANUFACTURED BY BURNDY OR T&B AND APPROVED BY THE OWNER. 8. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR If ISOLATION COUPLINGS HAVE BEEN USED. 1. LOCATE GROUND RODS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECEIVE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEAST B' -0. 2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE NOT MORE THAN 5 OHMS RESISTANCE, ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL 3. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION. 2.4 DISTRIBUTION SYSTEM A. IDENTIFICATION: 1. IOENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES, AND EQUIPMENT 2. PROVIDE PLASTIC LAMINATE NAMEPLATES, BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IOENTIRCATION TO ITT 2" x 1 • HIGH NAMEPLA1£. 8. WIRING DEVICES: 1. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WIT THE THIRD POLE U-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM. UL APPROVED. C. ABOVE FLOOR RACEWAYS: 1. PROVIDE RIGID GALVANIZED SlEEL CONDUIT (RGS) FOR ALL CONDUIT CONCEALED IN THE WALLS, ABOVE THE CEILINGS, OR IN FLOOR SLABS. A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB, PROVIDE RIGID GALVANIZED STEEL CONDUIT. 2. PVC CONDUIT (SCH 40) MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEM.TITE TYPE OR EQUAL. CS2\ \FS\DWG\681026\E-2.0WC 03-24-04 14:09:04 4. OUTLETS, JUNCTION BOXES, AND SWITCH BOXES: PROVIDE STANDARD ONE-PIECE UNITS, GALVANIZED OR CAST METAL, OF SHAPE AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION. Of SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. . 0. CONDUCTORS: I, FOR LINE VOLTAGES, PROVIDE 600V INSULATED COPPER WIRE ANO CABLE, NEC STANDARD, Of lYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS, WITH UL LABa AGENCIES HAVING JURISDICTION. 2. WITH CONDUCTORS, PROVIDE INSULATING BUSHINGS OR INSULATING SLEEVES. 3. FOR WIRE AND CABLE, PROVIDE XHHW OR THHN/THWN. A. IDENTIFY F'EEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT. 8. USE ONLY COPPER WIRES AND CABLES. 2.5 LIGHTING FIXTURES A. PROVIDE FIXTURES OF THE lYPES SHOWN ON THE DRAWINGS, COMPLETE WITH LAMPS AND MOUNTING HARDWARE. 2.6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNllS, OR EQUAL ,S APPROVED IN ADVANCE BY THE OWNER Of THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND OTHERWISE REQUIRED FOR THE FACILITY, AND WITH THE FOLLOWING: 1. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-70. 2. INCLUDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED, WITH THERMAL OVERLOADS. 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. !I. EQUIPPED WITH OVERLOADS IN EACH UNDERGROUND LEG. 2.7 TOP MOUNTED FLOAT LEVEL A. 4RK04 FLOAT SWITCH WIRED TD 11 OV RELAY (SINGLE POINT DETECTION). 2.8 ELECTRONIC PRESSURE TRANSMITTERS A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH CONTINUOUSLY ADJUSTABLE SPAN, ZERO AO DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS, SOLID STATE CIRCUITRY ANO 4-20mA OUTPUTS. ACCURACY SHALL BE PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS WETTED AND BODY MATERIALS SHALL BE 316 SS. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL BE 0-150 PSI DOWNSTREAM, 0-300 PSI UPSTREAM. VEGABAR 14, NO SUBSTITUTIONS. 2.9 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIF'ICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, ,S SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. PART 3 -EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDmONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDmONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. 00 NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: I. COORDINATE ,S NECESSARY WITH OTHER TRADES TO ASSURE PROPER ANO ADEQUATE PROVISION IN THE WORK OF THOSE TRACES FOR INTERFACE WITH THE WORK THIS SECTION. 2. COORDINATE THE INSTALLATION OF El.£CTRJCAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. B. DATA INDICATED ON THE DRAWINGS ANO IN THESE SPECIFICATIONS ARE PS EXACT ,S COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVEI.S, ANO OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCTION ANO THE DRAWINGS ANO SPECIFICATIONS SHOULD BE USEO ONLY FOR GUIDANCE IN SUCH REGARD. C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE LOCATE AS DETERMINED IN THE FJELD BY THE OWNER. WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE ,S DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. O. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BElWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE SITE CONSTRUCTION. E. BRANCH CIRCUIT WIRING AND ARRANGEMENT Of HOME RUNS HAVE BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY ,S SHOWN ON THE DRAWINGS, EXCEPT ,S OTHERWISE APPROVED IN ADVANCE BY THE OWNER. F. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY PS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. WHERE DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCTION AND THE WORK OF OTHER TRADES, MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. PLANS PREPARED UNDER THE SUPERVISION OF: "-~ &~ .J-2.<.,-oy NIDREW 11. = RCE 41015 DIITE . 3.3 INSTALLATION OF RACEWAYS ANO FITTINGS A. Wl-iERE CONDUIT IS INSTALLED, ·oR EXPOSED IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT. 1. SEAL JOINTS TO PREVENT ENTRANCE Of WATER. 2. PROVIDE GROUND WIRE OF PROPER SIZE. 3. USE NYLON (RATHER THAN STEEL) FISH TAPE. 8. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTOR CONNECTIONS, OR WHERE SUBJECT TO VIBRATION. 3.4 INSTALLATION OF POWER EQUIPMENT A. PROVIDE POWrn AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES PS SHOWN ON THE DRAWINGS. 8. CONNECTIONS TO MISCELLANEOUS EQUIPMENT 1. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL POWER IS REQUIRED. 2. COORDINATE AS NECESSARY WITH OTHER TRADES AND SUPPLIERS TO VERIFY TYPES, NUMBERS, AND LOCATIONS OF EQUIPMENT. 3.5 INSTALLATION OF CONDUCTORS A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 20 AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLTAGE DROPS. 8. THE NUMBER Of WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS. I. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12 CONDUCTORS. 2. WHERE CONDUIT SIZE IS NOT SHOWN, INSTALL 3/4" CONDUIT. 3. PROVIDE CODE SIZE CONDUIT FOR NUMBER AND SIZE WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE CONDUIT IS SHOWN ON THE DRAWINGS. C. USE IDENTIFIED (WHITE) NEUTRALS ANO COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING. 1. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING. A. FOR WIRES SIZE 6 AWG AND SMALLER, PROVIDE "SCOTCH-LOCK" CONNECTORS. B. FOR WIRE SIZE 4 AWG AND LARGER, PROVIDE BURNDY "VERSITAPS" AND HEAVY DUTY CONNECTORS, OR T&B "LOCK-TITE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLASTIC ELECTRICAL TAPE WHERE INSULATION IS REQUIRED. D. TAPE ALL JOINTS WITH RUBBER TAPE 1 1 /2 TIMES THE THICKNESS .. OF THE CONDUCTOR tlSULATION, THEN C6VER WITH THE FRICTION TAPE OR THE VINYL-PLASTIC ELECTRICAL TAPE SPECIFIED ABOVE. E .• 1'ttE DRAWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS. CONTINUE ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTES WERE SHOWN COMPLETELY. 3.6 INSTALLATION OF POWER/TEL AND METER PEDESTALS A. INSTALL AS SHOWN ON THE DRAWINGS. B. MOUNT A TYPEWRlffiN DIRECTORY BEHIND GLASS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR ANO, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. C. INSTALL 1£LEMETRY COMPONENTS PER CMWD REQUIREMENTS. 3. 7 TESTING AND INSPECTOR A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN NNANCE OF EACH OF THE FOLLOWING STAGES Of CONSTRUCTION: 1. IN THE UNDERGROUND CONDITION PRIOR TO PLACING CONCRETE FLOOR SLAB, WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN PLACE; 2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT COVERED; 3. AT COMPLETION Of THE WORK OF THIS SECTION. C. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO NOT COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NONCOMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB Sil£ AND REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER. 0. tl THE OWNER'S PRESENCE: 1. TEST ALL PARTS OF THE ELECTRICAL SYSTEM AND PROVE THAT ALL SUCH ITEMS PROVIDED UNDER THIS SECTION FUNCTION ELECTRICALLY IN THE REQUIRED MANNER. 2. IMMEDIA1£LY SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 3. ALSO, MEASURE VOLTAGES BETWEEN PHASES AND BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE VOLTAGES TO THE OWNER. . 3.8 PROJECT COMPLETION A. UPON COMPLETION OF THE WORK OF THIS SECTION, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL. LABELS, GREASE, OIL, AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED. B. THOROUGHLY INDOCTRIWITE THE OWNER'S OPERATION AND MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS ANO MAINTENANCE MANUAL REQUIRED TO BE SUBMITTED UNDER THESE SPECIFICATIONS. C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED F'OREMAN AND CREW TO PERF'ORM SUCH ELECTRICAL WORK ,S MAY BE REQUIRED BY THE OWNER. "AS BUILT" t24 « 1 oe:':- RCE "f:IQI~ EXP. 3·JI-01 REVIEWED BY: ' A ........ ..,.,..... Al(.)lw, INSPECTOR/ . ~/e/o2, DATE ~ CITY OF CARLSBAD =====:====:============================:====::========:====: ~ ENGINEERING DEPARTMENT 1-------+--+---------------+---+------+--+----< IMPROVE:MENT AND UTILITY PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 LAPIS ROAD PRESSURE REDUCING srATION 1-------t--+---------------+---+------t--+---'I APPROVED LLOYD HUBBS dY f, /4,. DEXTER WILSON ENGINEERING, INC. £ :C1~tra~t +;ign:1xe 121J110Y~ t.rt CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 DIITE INITIAi. ENGJNEER OF WOR REVISION DESCRIPTION ,__DII_J_E~_IN_ITIAI. __ DII_J_E~IN_IT_IAL___, I =D ~: OTHER N'~ CITY N'PROVAL . IMID BY: l 1 PROJECT NO. CT 02-23 DRAWING NO. 406-6 l \ ' I J