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HomeMy WebLinkAboutDWG 442-6; MS 05-05; LA COSTA GREENS NEIGHBORHOODS 1.2 & 1.3; 01-07GENERAL NOTES ,. THIS PLAN SUPoRS/;D/;S ALL OTH<R PLANS PRE:v/OUSLY APPROVEO BY TH< CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE AM' PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS f'.ROJECr. THE ENGINE<R IN RESPONSIBLF: Cf/ARCE Sf/ALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THt DEVELOPER OR tNGINEER- OF-WORI< FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THF WNIM(fM 4MOIINT OE ,, ooa,aoa an FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUS[ HA\IE A RATING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS V OR BrTTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA\IE BEEN OBTAINED FROM THE CITY AND OTHER APPROPR/A TE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THt PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEA[JLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESt PLANS WITHOUT THE WRITTEN APPROVAL OF THt CITY ENG/NffR, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHtET OF THE PLANS AND TITLE SHEET. /J. ORIGINAL DRAWINGS Sf/ALL BECOME THE PROPERTY OF THt CITY UPON Bt/NC SIGNED BY THE CITY ENGINEER. 9. THt ORIGINAL DRAWING Sf/ALL BE REVISED TO REFlECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES Sf/ALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. tt. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, Sf/ALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS RE.PORT WILL BE SUBMITTED TO THE. CITY E.NCINE.ERING INSPE.CTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION RE.PORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY E.NGINEE.RING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A ?RECONSTRUCT/ON MfETING SHALL BE HEID AT THE SIT( PRIOR TO THE BEGINNING OF WORK AND Sf/ALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPE.RVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR Sf/ALL SCHEDULE THE MEETING BY CALLING (160) 43/J-3891 AT LEAST F7\IE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 1 J. ALL INSPECTION RE.QUESTS OTHER THAN FOR ?RECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BFFORf THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NE.XT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. TH£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR Sf/ALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND Sf/ALL BE SOLELY RESPONSIBLE FOR CONFORMING 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 DETAIL PLAN TO THE CITY E.NGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VAT/ON OF SUCH TRENCH OR TRENCHE.S OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES F7\IE FEET (5 ') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGE.NCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM 5TANQARQS FSTARI l5HFQ RY THF CONSTRUCTION SAFFTY ORDERS, Tin F 8 CALIFORNIA ADMINISTRATI\IE COOE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSI/A EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 15. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO\IERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIA TEL'(. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE f/AS RECE/VtD WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THE.RETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHE.R ASSOCIATED GRADING EQUIPME.NT Sf/ALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSE.T EACH DA'(, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS Sf/ALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLf AT THf ENGINEERING DfPARTMfNT COUNTfR.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO [ULL WORKING DAl'S PRIOR TO BEGINNING OF WORK. THE CONTRACTOR Sf/ALL BE RESPONSIBU: FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREE[S AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMME.NCED WITHOUT A CITY ENG /NEER APPROVtD BLASTING PROGRAM. /TIES 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACIL ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXIST, UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATIO FROM Tf/AT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. SHOWN THE AVAILABLE ENCE OF OTHER N DIFFERENT D TO TAKE DUE THE PLANS AND FACILITIES SUFFICIENTLY CONSTRUCT/ON 21. THE CONTRACTOR Sf/ALL \/ER/FY TH£ LOCATION OF ALL EXISTING (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SIT£ AHEAD OF THE CONSTRUCTION TO PE.RMIT THE REVISIONS OF THE PLANS IF IT IS FOUND Tf/AT THE ACTUAL LOCATIONS AR£ IN C ONFLICT WITH THE PROPOSED WORK. E BELOW) 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE LEAST TWO FULL WORKING DA 'fS PRIOR TO STARTING CONSTRUCT/ FACILITIE.S AND SHALL COORO/NA TE WORK WITH A COMPANY REP RE AT UNDERGROUND SERVICE ALERT SDC&E PACIFIC BELL ADELPHIA COMMUN/CATIONS COX COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) HUNSAKER ON NEAR THEIR SENTATIVE. (800)422-413J (800)550-734J (800)892-012J (160)438-7741 (750)805-9809 (160)434-2980 (760)438-2722 ' '. STREET NOTES ENGINEER'S NOTES {CONT.) 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. TESTS HAVE BEfN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS.ON THf PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE 14• THE SOILS REPORT ANO ALL THE SUPPLEMENTS THEREOF ARE INCORPORAlfD INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PIANS. UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 15. CONTRACTOR SHALL INSTALL THRUST. BLOCKS AT ALL ANGLE POINTS AND TEES "AS-BUILT" PLANS. NO DIRECT BURIAL STREIT LIGHT FOUNDATIONS WILL BE IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WAlfR DISTRICT STANDARD. ALLOWED. ALL LUM/NA/RES SHALL BE "cur OFF" fl'PE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO 4. 5. CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. STORM DRAIN PIPE SHALL BE REINFORCED CONCRITE PIPE WITH A MINIMUM 0-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVID[D DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 fl'PE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE c,rr OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PIAN PER SDRS DWG Ml9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL /AND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY {CUT} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. ENGINEER'S NOTES I. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEO[RAL SAFETY ANO HEALTH STANDARDS, lAW.S ANO REGUlA TIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE Pl.ANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT {858} 558-4500. 4. THE CO/fTRACTOR SHALL 1/[R/fY AU STAKES FOR ACCURACY A(;A/NST APPROlf[O PLANS, PRIOR TO TRENCHING OR FORMING ANO SHAU BEAR THE COST OF ALL REWORK THAT RESULTS FRO/I PROCEE{}/NG USING INCORRECT STAKES THAT ARE NOT VALIOAlfD BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCT/ON. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS {GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.} UNTIL SUCH TIME THE PROJECT IS COMPLETED ANO ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAi/ABLE RECORDS. TO 16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HANO HOLES ANO SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. I 7. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL OUR/NG THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPRO'([{) STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON. BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE AP PRO VAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. CMWD CONSTRUCTION NOTES , . 2. 3. 4. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL POTABLE WATER METERS SHALL BE 5/8" {UNLESS OTHERWISE NOTED ON PLANS). ALL WATER METER BOXES SHALL BE 17"X30"X12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEIT. THE TOP OF WATE.R METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. "DECLARATION OF RESPONSIBLE CHARGE" THE BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS ANO '([RIFY THE HORIZONTAL ANO '([RT/CAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, ANO ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. I HEREBY DEC/ARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR R[PLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION . OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TEST/NC TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 10 1 79 HUENNEl<ENS AVE CITY, ST.: SAN DIEGO CA 858 558-4500 P.E. EXPIRATION DATE: ~6~/._.,3..,.0l,'-0"'8,_ _____ _ DATE: VICINITY MAP NTS TYPE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTi, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY I tiE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J. THIS SET or PLANS. 4. IN ACCORDANCE WITH CITY or CARLSBAD RESOLUTION NUMBERS 61JO, 6131, 6132, & 61JJ DATED JULr 19, 2006. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONTRUCTION {GREEN 8001<). 6. SOILS REPORT AND RtCOMMENOATIONS BY GEOCON, INC. SOILS AND TESTING, INC. OA TED MARCH 2000 AND UPDATE LrTTE.R DATED 06/13/05. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-07. 9. THE CARLSBAD MUNICIPAL WATER 0/STRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER AND SEWER SYSTEMS. 10. STORMWATER POLLUTION PREVENTION PLAN {SWPPP) PREPARED BY HUNSAKER & ASSOCIATES DATED 09/07/05 WDID NO. 9 J7CJ32808 1 1. STORM WATER MANAGEMENT PLAN FOR CT 99-0J PREPARED BY HUNSAKER & ASSOCIATES DATED 02/15/05. 12. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION {CASQUA) STORM WATER BEST PRACTICE CONSTRUCT/ON HANDBOOK AND STATE OF CALIFORNIA DEPT. OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICE.S (BMP) MANUAL. TREATMENT CONTROL BMP TABLE 1 OWNtRSHIP MAINTENANCE SHEET NO. DESCRIPTION AGREEMENT MAINTENANCE FREQUENCY OTHER MP-51 VORTEX PRIVATE CC&R 4 PER MANUFACTURER SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY BY SAN-LO AERIAL SURVEYS {1-30-97) AND DIGITAL INFORMATION PROVIDED BY PROJECT DESIGN CONSULTANTS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING 397-2Y, 397-2R OWNERS / PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY A DELAWARE CORPORATION 1903 WRIGHT PLACf SUITE: 180 CARLSBAD, CA 92008 ( 760/ 929-2701 LEGAL DESCRIPTION LOTS 1 -3 OF THE CITY OF CARLSBAD TRACT 99-03, VILLAGES OF IA COSTA -I.A COSTA GREENS IN THE Cir>' OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 14543 FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 12, 2003. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER{S} 213-110-01 213-110-02 AND 213-110-03 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 338 E 1589 BASIS OF BEARINGS SEPARATOR DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE A. C. PAVING/BASE 6 • TYPE G CURB ,k GUTTER 6" AC BERM CONCRETE SIDEWALi< PEDESTRIAN RAMP TYPE ')I" ALLEY TYPE DRIVEWAY EXISTING STORM DRAIN 18" PROPOSED RCP STORM DRAIN PROPOSED CLEANOUT TYPE 'll-4 • PROPOSED CURB INLET TYPE "B • EXISTING WATER LINE PROPOSED WATER MAIN 8 • PVC 8" GATE VALVE (WTR) 6" GATE VALVE (RW) FIRE HYDRANT ASSEMBLY WITH MARKER ENO CAP ASSEMBLY THRUST BLOCKS LEGEND STD, DWG. •Gs-20 **D-10 *"'D-2 'W-16 'W-16 •w-12 THE BASIS OF BEARINGS FOR THIS SURVfY 15 THE CALIFORNIA 2• IRRIGATION SERVICE W/ BACKFLOW PREVENTER *W-4 COORDINATE SYTfM. 1983, ZONf VI. 1991.35 fPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83/, GRID BEARING BfTWEEN STATION CLSB-153 AND EXISTING RECLAIMED WATER LINE STATION CLSB-070 AS SAID COORDINATES ARf PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NfTWORK ESTABLISHED BY RfCORD OF SURVfY PROPOSED RECLAIMED WATER MAIN 6" PVC MAP NO. 17271, FILED IN THf OFFICE OF TH£ SAN DIEGO COUNTY RECORDER ON FEBRUARY B, 2002. IE, N 36'47' 12" W 2" BLOW OFF ASSEMBLY •w-5 SHEET INDEX NOTES AND LEGEND KEY MAP IMPROVEMENTS TRAFFIC SIGNAL SHEU 1 SHEET 2 SHEETS 3-4 SHEETS 5-6 1 • MANUAL AIR RELEASE ASSEMBLY 1 • AIR-VACUUM VAL VF 2• AIR-VACUUM VAL VE 8" x 6" REDUCER PRIVATE STREET LIGHT 9,500 LUM (HPSV) CONTINUOUS DEFLECTIVE SEPARATION UNIT 30 • CMP RISER BARRICADE 'W-5 *W-7 •w-1 ***E-1, *"'E-2, "'"'M-9 SYMBOL ---------- [9 ----·W·- --w-- --------,II] ·---··-RW-· - --RW--- --. -------a::.-- --a::.-----•- '*M-21 o-0 O== 0 []__ □ □ □ □ QUANTITY 30,710 S.F. 1,852 L.r. 13J L.F. 2,377 S.F. 2 EA. 800 S.F. 483 L.F. 2 E.A. J E.A. 932 L.F. 4 E.A. 1 E.A. 1 E.A. 3 E.A. 1,199 L.F. 6 E.A. J E.A. J E.A. 2 E.A. , E.A. 1 E.A. I E.A. 1 E.A. 1 E.A. 9. THESE Pl.ANS SHOWN THE MINIMUM /MPROV[MENT REQUIRED BY THE APPROVING AUTHOR/fl' 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 WARNING!! LEGEND OF ABBREVIATIONS •• SAN 0/EGO REGIONAL STANDARD ORA WINGS ENGINEER OF WORK SHALL BE COMPLITED AT THE CONTRACTOR EXPENSE. AVA AIR VACUUM VALVE HP HIGH POINT • CITY OF CARLSBAD/CMWD STANDARD DRAWING 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER BC BEGIN CURVE KNU KNUCKLE STATIONING YOU ARE DIGGING IN THE VICINITY OF AN UNDERGROUND HIGH 80 BLOW-OFF LT LEFT OCCURS FIRST, THE CONTRACTOR Sf/ALL NOTIFY TH€ ENGINEER OF WORK PRESSURE NATURAL GAS TRANSMISSION PIPELINE. BVC BEGIN VERTICAL CURVE LP LOW POINT . .J _z:_4±... 4t.~~ IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. I. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2-FEIT BW BOTTOM OF WALL MAR MANUAL AIR RELEASE RA ' ND L. MARTIN OF THE NATURAL GAS TRANSMISSION PIPELINE. CURB MVC MODIFIED VERTICAL CURVE RC NO 48570 EXP. 6/J0/08 DATC II. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO CB cc CENTER OF CUL-DE-SAC N. r.s. NOT TO SCALE BACKFILL/NG TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL 2. NO POWER-OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN PCR POINT CURB RETURN OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK 2-FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION CDS CUL-DE-SAC STATIONING PRC POINT OF REVERSE CURVE "AS BUILT" WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS PIPELINE. CL CENTERLINE RCP REINFORCED CONCRETE PIPE ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES J. UNDERGROUND SERVICE ALERT AT 1-800-277-2600 MUST BE CT8 CEMENT TREATED BASE RP RADIUS POINT ~K~ AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL CALLED 48 HOURS BEFORE BEGINNING ANY EXCAVATION. DWY DRIVEWAY RT RIGHT ITEMS R[QUIRED BY THE APPROVING AUTHORITY. EC END CURVE RW RECLAIMED WATER 0ulL-Slo1 4. AN SDG&E STANDBY IS REQUIRED WHEN DIGGING WIT/-IIN EOP EDGE OF PAVEMENT so STORM DRAIN } . 12. 10-FEET OF THE NATURAL GAS TRANSMISSION PIPEUN£ END VERTICAL CURVE RCE-:J./';,!.,70 EXP. oe-,loo;.= DAT£ THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A EVC ST. STREET SIGNED SIT OF THESE PLANS ONSITE AT ALL TIMcS FOR USE BY THE 5. IF ANY CONTACT IS MADE WITH THE NATURAL GAS FL FLOW LINE TC TOP OF CURB RE;~D 8Y:,A~~ ---ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. Tl/[ GENERAL TRANSMISSION PIPELINE OR ITS COATING. SDG&E MUST BE FS FINISHED SURFACE TW TOP OF WALL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH NOTIFIED IMMEDIATELY AT 1-800-411-7343 SO THAT PROPER GB GRADE BREAK VP/ VERTICAL POINT OF INTEI-ISECTION ..Jli.w fo7 AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID Pl.ANS SHALL REPAIRS CAN BE MADE TO THE PIPELINE. ROW RIGHT OF WAY WTR WATER INSPEC~ -BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE 6. THE EASEMENT ITSELF TO BE STAKED AND STAKING TO BE DATE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY MAINTAINED DURING THE GRADING AND CONSTRUCTION OF THE OF THE ENGINEER or WORK. PROJECT. I SH~T I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA GREENS CARLS84D ARE DEPARTMENT IMPORTANT NOTICE BENCH MARK DEVELOPER IMPROVEMENTS REOUIREMENTS: SECTION 4215/4217 OF THE GOVERNMENT CODE DESCRIPTION: STD. STREET SUR\IEY MONUMENT NEIGHBORHOODS 1.2 & 1.3 NUMBER OF F.H. 'S_I_ F.A.OW 1500 G.P.M. our Q[_J__ F.H. ·s REQUIRES A DIGALERT /DENT/FICA TION NUMBER BE r-a .t -~ I ... -I 1 ~ "' - l "! -i -:g / ~ -"\ I & ASSOCIATES APPROVED~ERT T. JOHNSO~, JR. ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE STA. 288+89 EC ON CENTERLINE CARLS84D MUNICIPAL WAlcR DISTRICT LOCATION: iJY: {),.,/ ~CfJJD& ,~, (·Jo-oa ''--/1/ID~ VALID. FOR YOUR 0/GALERT I.D. NUMBER CALL OF EL CAMINO REAL ! SI\N DIEGO, INC. PLANNING 10179 Hueunekem SI.feet ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 /J,J % BLOr SPRINKLED? YES_ NO___X___ F.FLOW __ G.P.M. UNDERGROUND SERVICE ALERT AT.· 1z../1J/o, RECORD FROM: SAN DIEGO COUNTY -f-1/ 4b--TOLL FREE 1-800-422-4133 VERTICAL CONTROL 0A VID A. HAUSER DATE DEPUTY CITY ENGINEER R.C.£ 33081 EXP. 6/30/08 /RE M4fS~L • I -n TWO WORKING DAYS BEFORE YOU DIG ELEVATION: JI 1.41 NGVD 1929 O(.,jv:',!o1 RL..-1-1 /j\A,...,-ClU!l..-1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORM REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ACT/NC CITY ENGINEER OWN BY: CHKD BY: _ .!Jl. · RVWD BY: RCE Z86J6 £XP. Q34R DATE PROJECT NO. DRAWING NO. ! / MS 05-05 442-6 ~ 1i W.O. No. 2352-146 BIN , .. -- ' ' .. Q1Z60{} 0 ~i g,_ t ....J I\) I O') 1 DO 0 100 200 300 ,... ~~~-l~~-1 I SCALE 1"= 100' ----~ KEY MAP 18 .,_ RCP OUTLET (GROUT INTO RISER) 60" I.D. CONG. MH RISER, 6" nf/CK WALLS 0ow-_>, :-+ 18",-RCP INLET {GROUT INTO RISER) INLET WEIR AND CYLINDER ~ !~ , MH RISER 90' Oil BAFFLE --'-,,..,,~cD=s MANHOLE~ STATION 25+98.96 FINISH£D GRAD£ EL,:V 309.52 CONTINUOUS DEFLECTIVE SEPARATI ON UNIT 14'-1" dv-► MODEL PMSU20_ 15 0.1 CFS TREATMENT 24 •1 MH COVERS &-FRAMES (2) PER SDRSD M-I 8'-9" CONT. DEFL. SEP. UNIT MODEL PMSU20_ 15 0.1 CFS TREATMENT ~. ~ /l. RISER SECTIONS STA 25+98.96 24" I MH COVERS &-FRAMES {2) D M-1 WPER SDRS . . ··n,•;.•"· .,,. ~. h._ OIL 1 BAfFL £ 18"1 RCP OUTLET PIP"\ f ..- ') I c~ IN UNDER & LET WEIR ![ PIP£ INVERT J IT 24 • ELEV 300.81 00 1f · 1 5' -4" ---h., ,---~ S£ PARAT/ON SCRE£N PLAN -CONTINUOUS DEFLECTIVE SEPARATION UNIT MODEL PMSU20 15 D£PTH BELOW PIP£ INVERT INT£RNAL _, 6" I 24• SUMP 18"1 RCP INLET PIPE HUNSAKER & ASSOCIATES SAN DIEGO, IMC PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92U1 CONT. D£FL. S£P. UNIT MODr:L PMSU20_ 15 0.1 CFS TREATM£NT /l. RIS£R S£CT/ONS STA 25+98.96 24" t Sf:PARA TION S£CTIONS -H--CYLINDER &- INLET_ WEJR --t--H-SEPARATION SCREEN 24" SUMP SUMP BOTTOM FINISHED GRADE EL£V 309.52 14'-1" 5'-4" SEPARATION I SLAB I 10• f 5•-0· =:U • • 5 a SECTION 8-8 18"fd RCP OUTL£T (GROUT INTO RISER) BLOCKOUTS FOR INLET AND OUTLET PIPES (TYP) FLOW--- 18 "fl RCP INLET (GROUT INTO RISER) ACCESS RISER, 5'-0" I.D. 90" CENTER OF MH RISER SECTIONS CENTER OF SCREEN, 21 "/I SUMP OPENING 10· DEPTH BELOW INTERNAL PIPE INVERT S£PARATION SLAB SUMP BOTTOM CONTINUOUS DEFLECTIVE SEPARATION UNIT MODEL PMSU20 15 SECTION A-A INTERNAL SEPARATION SLAB PLAN GENERAL NOTES: 1. ALL PRECAST MANHOLE COMPONENTS SHALL CONFORM TO ASTM C-478. 2. CONTACT CDS TECHNOLOGIES, INC. FOR MAINTENANCE REQUIREMENTS -(562)424-6334. 3. UNIT TO BE PRIVATELY OWNED & MAINTAINED BY THE H.O.A. WATER NOTES ) ._.,.,--, I. WA T£R MAIN AND APPURT£NANC£S SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD £NG/NE£R/NG STANDARDS VOLUME 2 AND VOLUME 3, DATED JUNE 2004. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM nfE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STAT£ CONSTRUCT/ON SAFETY ORDERS. J. B£FOR£ ANY CONNECTION OR SHUT DOWN OF VAL I/ES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAIN£D FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PR£CONSTRUCTION CONFERENCE M£CTING SHALL BE HELD A MINIMUM OF S£VEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT -TELEPHONE NUMBER (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG /NSP£CTION D£PARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NUMBER {760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN TH£ WATER LINE EASCMENT. ALL £X/STING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND D£MONSTRA TES THAT PROT£CTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. ' 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LIN[ LOCATED BETWEEN THE DU[CTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONS; 1WCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES ANO REGULATION FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 1993 OR AS AMENDED. 10. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1• AND All METERS SHALL BE 5/8" (UNLESS OTHERWISE NOT£D ON PLANS). 11. ALL WATER METER BOXES SHALL BE 17" X 30 • X 12 • POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 12. MINIMUM SPACING BUWEEN POTABLE WATER LATERALS AND SEWER S£RVICES SHALL BE 10 FEET. 13. nff: TOP OF WAT£R METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 14. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WA T£R MAINS AND SANITARY S£WERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 30' G£NrRAL UIILITY EASEMrNT • TYPE G C&-G COVfNANT OF ACCESS 15' 15' ,a• PVC WTR I 18" RCP STORM DRAIN II' 8' ::.~~o~~~~~::'::.4~11 f PRIVATE. LOCAL DRIVEWAY -DESIGN SPE.E.D 25 MPH ACTUAL STREET SECTION TO BE DE.TE.RM/NED BY THE. "R" VAL TE.ST APPROVED BY THE: CITY ENGINEER, SEE. STRE.E.T NOTE. t ON HT I LEGEND SUBDIVISION BOUNDARY D</STING RIGHT OF WAY LOT UNE EASMENT SHEET NO. STORM DRAIN £XISTING FIRE HYDRANT EXISTING STREU LIGHT £XI STING WA T£R LINE EXISTING RECLAIM£D WATER LINE EXISTING GAS LINE EXISTING FUEL LINE EXISTING SEWER LINE ---------- ------•·------ RECLAIMED WATER NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WAT£R DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WAT£R MAINS" DATED JUNE, 2004. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, UC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. 3. NO PONDING, RUN-OFF OR OVER-SPRAY IS P£RM/TT£D. 4. HOSE Bl{JS ARE STRICTLY PROHIBITED. 5. ON-SIT£ CROSS-CONNECTIONS 8£TWEEN RECLAIMED WAT£R LINES AND POTABLE WAT£R LINES IS STRICTLY PROHIBIT£D. 6. NO SUBSTITUTION OF PIPE MATERIALS Will BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 1. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. *8. THE /RR/GA TION SYSTEMS SHALL RUN BETWEJCN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING {SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 70. PRIVATE LOTS SHALL 8£ PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROT£CTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIOEWALKS, STREET, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HA VE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY n-1£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL 8£ INSTALLED WITH THE STENCILING ORIENT£D TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECLA/M£D WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABL£ LINE, FOR A TOTAL OF 20 FT. I 7. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED UN£. 18. A MINIMUM OF I 2 INCHES OF VERTICAL S£PARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. • 19. D£VELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE T£ST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WAT£R. N'LYR/W 60' PUBLIC ACCESS AND UTILITY EASEMENT 30' 30' 10' 20' 20· 2,r - 10' S'LY R/.W NTS PR/VA TE: LOCAL DRIVEWAY· DE.SIGN SPE.E.D 25 MPH AC7UAL STRE.E.T SE.CT/ON TO BE. DE.TE.RM/NED BY THE. "R" VALUE. TE:ST APPROVED BY THE. CITY E.NGINE.E.R, SEE. STREET NOTE. 1 ON SHT I T.l.=5.0 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYST£MS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VAL I/ES SHALL BE I INCH NOMINAL SIZE N£LSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 PSI OR RA/NB/RD #44 NP • 8. IN ORDER TO PR£VENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING nfE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSP£CTING PARTY. •22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS ·oo NOT DRINK" ON THESE PLANS. •23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIOUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS Wlnf/N nfE PROPERTY. WITH TH£ BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHON£ NUMB£RS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EM£RGENCY CONTACT MIKE LOMBARDI AT (760) 505-5644 OR AFT£R HOURS CONTACT MIKE LOMBARDI AT {760) 505-5644. 24. SHOW ALL PUBLIC &-PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. •ITEM NOS. 8, 19, &-23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLA/MEO WATER. ITEM NO. 22 THE S/GNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS &-TAGS WILL 8£ INSTALLED JUST PRIOR TO ACTUAL USE OF R. C. WATER. SIGNAG£ NOTES THE FOLLOWING GUIDEUNES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLL£R WHER£ TH£Y ARE EASILY VISIBLE. PLACE ON B.5" X '1" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RFC/AIMED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE nflS TIME FRAME MUST BE DONE MANIJALL Y WITH QUALIFIEO SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIM£ BE LEFT UNATTENDED DURING USE OUTSIDE n-1£ NORMAL SCHEDULE. 8. /RR/GA T£ IN A MANNER nfA T WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF n-1£ SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RAT£ PRES£NT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS (I.E., £MPLOYING THE REPEAT FUNCTION TO BREAK UP n-1£ TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOT£ MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER TH£ CONTROL OF THE CUSTOMER. FOR EXAMPLE POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND S/D£WALKS. D. MONITOR AND MAINTAIN nfE SYST£M TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNR£LIABLE VALVES, ETC.. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. £. n-1£ LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAIN£NANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLAIMED WATER. MAINT£NANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOS£D CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEER/NG OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECLAIM£D WATER SPRINKLER CONTROL VAL I/ES SHALL BE TAGGED Wini /DENT/FICA TION TAGS. A. TAGS SHALL 8£ WEATHERPROOF PLASTIC, J" X 4 ", PURPLE IN COLOR, WITH THE WORDS "WARNING RECLAIMED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO AGUA IMPURA NO TOMAR" IMPRINTED ON TH£ OTHER SID£. IMPRINTING SHALL 8£ PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE- WRAP QB. 2. ATTACH TO SOL£NOID WIRE DIRECTLY OR WITH PLASTIC TIE - WRAP QB. 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL 8£ IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPM£NT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS • RECLAIMED WATER USED FOR /RR/GA TION" IN ENGLISH AND SPANISH, Wini BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. TH£ SIGN SHALL BE PLACED SO THAT IT CAN 8£ READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQIJIPM£NT. ENGINEER OF WORK I--< -~~--• ~ 1p3fe6 R, ,uND C:. MARTIN -DA TE R( v NO 48670 EXP. 6/50/08 "AS BUIL ci:'" ~~~ RCF4b0'70 EXP. Ol,/-oc,/cp • oc.,/~s/cn ; . DAT£ REV/£WEO BY: er .... ALL INSPECTOR/ DAT£ l----+----l-------------+-------l------+---+----11 SH~ET I CITY OF CARLS BAD ENGINEER/NG DEPARTMENT I SH~TS I IMPROV£M£NT PLANS FOR: LA COSTA GREENS DEVELOPER IMPROVEMENTS NEIGHBORHOODS 1.2 & 1.3 APPROVED ROm.r T. JOHNSON, JR. •r• 0 I 1!6,,. ,~Iulo, t:::---;:--=-:--::;l-=-;-;;--h.--,-----:---:::------------+----lf----lf----+----1 ~A=C=T=IN=G==c=,T=Y=£=N=G=IN=£~£~R==RC=£=2=B=5=15==E=X=P-=03~/~3~1==-l=-Q=ff-=-=-D="-A=-~=£-=- la,/,US/d1 R.U-1 'Ii' AA-l'>.JIL-1 r -DWN BY:-~--PROJECT NO. DRAWING ND. DATE INITIAL DATE REVISION DESCRIPTION INITIAL DATE INITIAL CHKO BY: lb(--MS 05-05 h'VWD BY: ;/f::::. 442-6 ~ -; i E ? g' w ~ 0 ~ SURVEYING PH(858)556·4500· FX(658)558·1414 T.l.=5.0 3-'-----------------------------~=::::::::=::::::::::::::..:::::=::...:::::::...:::::::..+=::::__:=:===~==============::::::::=====================:::J ,ii ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL W.O. No. 2352-146 BIN : " I + -----,-· -- 40 0 40 SCALE 1 "= 40' HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huer.nekens Street 80 120 re = CL ELEV. + 0. 1 ' STA 22+69.84 TO 25+00.00 22+00 ' PRIVATE DRIVEWAY ';\ • [ I ' 2 J 4 "'" D ' 2 ( ) A 8 C D ( ) , CENTERUNE DATA 8fARINGID£L TA RADIUS LENGTH REMARKS J1·11·02· J00.00' 16J,/JO' N 2/j" J2 '02• e 87.J4' 4"07'58. 200.00' 14.4J' 11 211"40'00" e 258.94' CURB DATA BfARING/D£LTA RADIUS L£NGTH R£MARKS N 29"40'00" e 2J0.18' 6" TYPf G C,kG N 29"40'00" e 2Jo.2,· 6" TYPf G C,kG RECLAIMED WATER DATA 8£4RING/D£LTA J1"17'02· N 25°J2'02• e 4"07'58" 11 29"40'00" e BfARING/D£L TA N 211"40'00• , RADIUS LENGTH REMARKS JOB.00' 168.17' 6" PVC CL-150 87.J4' 6" PVC CL-150 ioB.00' 15.00' 6" PVC CL-150 268.94-' 6" PVC Cl.-150 • RADIUS SHALL Be CONSTRUCW BY THE USe OF DULE:CT/ON COUPLINGS AT JOINTS. WATER DATA RADIUS LENGTH REMARKS 236.19' 8" PVC CL-150 • • PROFILE HORIZ. : VERT. MASS-GRADING PER DWG. NO. J97-2Y 1 "=40' 1 "=81 ENGINEER OF WORK -Y4tul:: ,,1,,µ4 RAY. D L. MARTIN ~T£ RC NO 48670 £XP. 6/30/08 eXP. ReV/fW£D BY: .,J} ,t ✓'~"'. /NSP£CTO!S DAT< 1 l(wlo1 DAT< 1----+--+-------------1f---+--t---1-----1I SH~,r I CITY OF CARLSBAD I sH~rsl '.:====-'====•=ll:::G:::/N:::£::ER:::l:::IIG=O:::£:::PA::R:::7::::M::£N:::T':===-'===::: IMPROV£M£NT PLANS FOR: LA COSTA GREENS DEVELOPER IMPROVEMENTS NEIGllBORHOODS 1.2 & 1.3 APPROVeO ROBf;RT T. JOHNSON, JR. RBL,Y:_,• Or!.&..!,/~~!'!!f""""'=----==~.-.-.-~=-=-=-/ll/2,r/°' l--,----,+-::--+-c----:=----------+---+--+---t---i ACTING CJrY eNGIN[eR RC£ 28515 EXP 03/31@ ~DAT£ ,;,t.,/vsfn• l<'1:t1 IJ\,t,o-e,c.,,c., DWI/ er,_~--i PROJECT NO. DRAWING NO. 442-6 DATE INITIAL DATE INITIAL CHKO BY: ..J:i,,,,, OTHER APPROVAL CITY APPROVAL RVWO Br: _Af-_ DATE INITIAL MS0S-05 ENGINEER or WOR< REVISION DESCRIPTION ~ ~ PLANNING ENGINi:.l:RJNG SURVEYING Silll Diego. Ca 9212'1 PH(858)556·4500· FX(858)55B·1414 '-------------------------------------------------------------------1~-------------------------------------------------------------------------J"' W.O. No. 2352-146 BIN : ,, . ,012607 I I '. I CURB DATA □ BEARING/DELTA RADIUS LENGTH REMN/KS I 1·00'48' 185J.08' 32,lr MOO. 6' TYPE: G C,tG 2 88"20'08' J5.00' 5J.96' 6' TYPE: G C,tc; :S N 68"55'00" W 5.95' 6' TYPE: G , C,tc; 4 16"Jl'20' 100.00' 28.84' 6' TYPE: G , C,tc; 5 N 85",6'20' W 50.00' 6' TYPE: G C,tc; 6 21J"02'40' 40.00' 148.73' 6' TYPE: G C,tc; 7 N 52'2J'40' W 50.00' 6' TYPE: G ,C,tc; 8 16'Jl'20' 100.00' 28.84' 6' TYPE: G C,tc; 9 N 68"55 ·oo· w 5.96' 6' TYPE: G , C,tc; 10 89"49'49' 35.00' 54.87' 6' TYPE: G , C,tc; 11 N 30"00'11' E: IJJ.61' 6' AC Bf.R~ 12 N 29'40'oo• E: 48.51' 6' TYPE: G C,tc; 19'14'21' 415.00' 139.36' 6' TYPF: G ,C,tc; N 48"54 '21' E: 146.#' 6' TYPE: G , C,!rG 36'20'39' 185.00' 117.J5' 6' TYPE: G C,!rG 14'59'22' 20.00' 5.2:S' 6' TYPE: G C,!rG 215.00' 146.42' 6' TYPE: G ,C,!rG 146.#' 6' TYPE: G ,C,!rG 19 19'14'21' 385.00' 129.29' 6' TYPE: G ,C,!rG 20 N 29'40'00' E: 48.51' 5• TYPF: G ,C,!rG 6" . 24' 0· MODIFIED 611 TYPE "G" C & G NOT 1D SCA[£ 2.u• MIN. GR/NO EXISTING PA V£MENT AND FEATHER OV£RtAY FOR SMOOTH TRANSITION AC PA'IEMENT AND ~D OVERLAY DETAIL NOT 1D SCAIE i"I "'S.o fu · HUNSAKER &ASSOCIATES SAN OlEGO, INC rLANNING 10179 Hi.:"r.nekens Street ENGINEERING Sao Diego, (.a 92121 SURVEYING PH(858)5S8·4500· FX(BS8)558·1414 Sc' C') 20' WIDE: --- DRAINAGE: E:SMT PE:R PARCEL MAP NO. =n4 • • TC = CL ELEV. + 0. 1 ' UNLESS OTHERWISE . ---- :: :: . --"'.., 1--:iii~ • - -- •:r:,:cc --------itf:· . -.;;-·•-C"cc .+=I I 1+89.49 C.V.ROBLE:~1:J.90' 45" BEND & TB (ANGLE:=46"27'32j 1EA~t• AV 22+27.57 CDS EC FI£~.····.R;1-------- --------------------- BJ CDS T SEE: SHEU I OS 0.90 C. V.ROBLE:= 15.45 PVT DWY A C, .;-. ,, , .. · N'--"., '' 29+56. 16 tC BC~LT CU ' ..• ,,,/ ./..~.. -,.,,, , -1+07.16 CDS ~-' - ' "'• CL 30 ALLtY TYPE: . ···• -, / -~~~ '/ :---, i'~-~~ 12.3 :Df;14.II' LT // ½ ----... ,¼"~"' " -,~-" -/C.~. -,..// -;::..... ·'(; _,.,-· ··"· i</ / 3d'• ~;or. .... :----•-,_ --: ----...... :=-. -, . . - · 'ASf,M~EL.-307c.a.~------>1(), " · • "T ·---J.•u-= ~~. ., ---.1-Acc~s EsMr PE:~ · ., ___ --.... _ -"'·· ,,,~ .. , PARCEL. ~ ~-~.t.::5 ·-· .• , --. .. ..,,.,-~-··--.... ,~,.=JU::__.. .. = Rec: . · --"" '"NO:-· 2...Q 1'21 ---•-,-, h, --"------·--·---~ ... ---•--•,'•"iJ---·•·" " ' ' -··-·-. ----"'-·••--, -----., : '·•--------:::! ' tEf ~ _._,, .. ,_, __ •-"'=><c~ .t>'..';,_; ... ,.._ ~-L~ ci.:u >'cg:••~" i .,7,✓ "·•-"?.c, ....... ·---------~"' ~,a>-_ ~~~~~-,91,---/ 8 fROJE:CT BOUNDARY -~-.1Uj -t, {\ji:::--.i Qj~ l J I 2 J 4 5 0 , 2 :s 4 5 6 7 ( 8 - 10 A 8 C D t F I l I 2 3 4 5 6 7 8 g CENTERLINE DATA BEARING/DELTA RADIUS LENGTH REMARKS N 29"40'00' t 48.51' 19"14'27' 400.00' 134.JJ' N 48"54'2r E 146.#' 39·00•40• 200.00' 1:16. 1r N 68"55'oo· w 180.90' STORM DRAIN DATA BEARING/DEL TA RADIUS N 53'20'48' W 2"39'18" 400.00' 8"25'42' 400.00' N 48"54 '27• t N 48'54 '27• t 39•00•40• 200.00' 64'37'.17• 4.5.00' 73'34'39' 22.50' -" ,w " N 49"48'55' W LtNGTH 21.13' 18.54' 58.84' 47. 16' 95.28' 136. 17' 5n7.;• 28.89' ,J.-:ttr 1:S.25' REMARKS 18' RCP 1350-0 18' RCP 1350-0• 18' RCP 1350-D• 18' RCP 1350-D 18' RCP 1:150-D 18' RCP 1350-D 18' gcp ' - 18' RCP 1J50-D A ~-r=U··(TA 18' RCP 1350-D•A • !MIER TIGHT JOINTS A PRIVATE: RECLAIMED WATER DATA BEARING DELTA N 29'40'00' t 19·15•00· N 48"55'00' t 46"5J'31' N 44"24 '42• W N 68"54 '42• W BEARING/DELTA N 29"40'00' E: 19"14'21' N 48"54'27' t 34'15'2J' N 14'J9'04" E 6'26'JJ' N 21"05'18' E: N 21'05'18' t N 68"54'58' W. RADIUS LENGTH REMARKS 48.58' 6' Pl,t; CL-150 408.00' 1J7.08' 6' pi-,:; CL-150 148.18' 6" P,t; CL-150 200.00' 1 l!J.68' 6' p,t; CL-150 18.88' 6' P,t; CL-150 10,.02' 5• pi-,:; CL-150 •• RADIUS SHALL BE: CONSTRUC'ff:D BY THE: USE: OF OtFI.E:CT/DN COUPLINGS AT JOINTS. WATER DATA RADIUS LENGTH REMARKS 48.51' 8' PVC Cl-150 392.00' IJ1.64' 8' PVC Cl-150 146.44' 8' PVC Cl-150 208.00' 124.J6' 8' PVC CL-150 24.62' 8' PVC Cl-150 JOO.OD' JJ.70' 8' PVC Cl-150 8.09' 8' PVC Cl-150 40.15' 8' PVC Cl-150 131.99' 8" PVC Cl-150 •• RADIUS SHALL BE: CONSTRUC'ff:D B'f THE: USE: OF DtFl.tCT/ON COUPLINGS AT JOINTS. • ) •• •• •• •• •• .... ··:· :;: ' -PROFILE SCALES HORIZ. : VERT. : 40 0 40 80 ----- SCALE 1 "= 40' TREATMtNT CONTROL BMP TABLE: 2 DE:SCRIPTION VOR'ff:X StPARATOR QUANTITY 1 &I MASS-GRADING PER DWG. NO. 397-2Y 1 "=40' 1 "=8' 120 ENGINEER OF WORK REVIEWED BY'v e'"'t&"~~- INSPECTOR 7 ----. o{, /!L'i>/D'l ' DATE DATE ·------------------_--_--_-_-·_-_-_~=-:gl~~!'i: ..... + -ttt,~~~---2ii5 "< "< I-> it: " s,J ,1 • "'!·lll • "j--....: IJ),V: lie -' ~:t '!li'.'5i ..,_ "' -.,. "'"""' 1----+---+--------------1----1---1---1---"i sH:Er I CITY OF CARLSBAD [ SH~rs I ENGINEER/NG DEPARTMENT LOT 20 PER MAP 14543 PRNAT£ DRIVEWAY ';I• t---+---t-----------------t---+---1-------1------1 IMPROVEMENT PLANS FOR: LA COSTA GREENS DEVELOPER IMPROVEMENTS NEIGHBORIIOODS 1.2 & 1.3 APPROVED RDBE~.n T. JOHNSON, JR 8 y. .DJ ~ ,,.1,,10~ l-:--.--.+--+,,-------------------1-------1----'---'------' ~A=C=Tl=N=G=Cl=T=Y~E=N=G=IN=£~£~R=~-R=-C~E:--=-=2-=8-5=-)=5-=--=--=~f-X~P~.-=-0=---3~/~3~1~/-M:!!_~=-·~o~A~c~E:~~ /'2..5/ol fE".u-1 1'o·et.JILT ~ ~ ~ DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION DATE INITIAL DATf. INITIAL 01 HER APPROVAL CITY APPROVAL DWN BY:-.--- Cl/KO BY:_ RVWO BY: PROJECT NO. DRAWING NO. MS05-05 442-6 ______________________________ ., W.O. No. 2352-146 BIN : • , 012607 J j 0 -! I . TRAFFIC SIGNAL GENERAL NOTES (SHEETS 8 AND 7) 1. THE LOCATION OF' ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPlli Of' ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS Pl.AN, AND VERIFY ALL JOB SITE CONDITIONS. ( ' 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 4S HOURS IN ADVANCE Of' CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED Willi TRAFFIC SIGNAL ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS. SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3• CONDUIT STUBBED OUT TO THE ADJACENT NO. 8 PULL BOX FOR FUTURE USE. 8. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER Willi BACK PV.TES. ALL RED, YELLOW, GREEN AND PED- ESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUBH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE V.YOUT AND INSTALV,TION Of' TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THIS Pl.AN. 10. THE CONTRACTOR SHALL OBTAIN APPROVAL Of' THE PUBLIC WORKS DIRECTOR OR THEIR REPRESENTATIVE FOR THE LOCATIONS Of' THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALV.TION. 11. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT) AND SHALL NOT EXCEED 6' (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWISE APPROVED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL Of' ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 13. THE CONTRACTOR SHALL NOl' ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR. 14. Fv.SHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING Fv.SHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION Willi THE SIGNING AND STRIPING CONTRACTOR. 16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED B'( CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPV.CED Willi APPROPRIATE MONUMENTATION BY A LICENSED I.ANO SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE I.ANO SURVEYING. A CORNER RECORD OR RECORD Of' SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED I.ANO SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. 18. TESTING Of' CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY, Of' CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALV.TION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING Willi SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. LUMINAIRES ANO 1.1.S.N.S. SHALL HAVE TYPE IV P.E.C. 23. ALL TRAFFIC STRIPING ANO MARKINGS WITHIN A 500 FOOT PERIMETER Of' THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF' THE CITY ENGINEER. GENERAL NOTES {SHEETS 8 ANO 7) 1. THIS Pl.AN SUPERCEDES ALL OTHER Pl.ANS PREVIOUSLY APPROVED BY THE CITY Of' CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET Of' Pl.ANS. 2. APPROVAL OF' THIS Pl.AN DOES NOT LESSEN OR WAIVE ANY PORTION Of' THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL Of' PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM IBE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE Of' INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT Of' $1,000,000.00 FOR EACH OCCURRENCE Of' LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING Of' "A" AND A SIZE CATEGORY Of' CV.SS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 8. REVISION OF THESE PLANS MAY BE REQUIRED If' THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE Of' THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL Of' THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET Of' THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY Of' THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE Of' THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) V.BORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER Of' THE STATE Of' CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS Of' COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION Of' THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS Of' THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK AT LEAST FIVE (5). WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. -"'" ,-..,;;-t.,-, '$it,.'· ! 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24,··HOUR :ti ' INSPECTION REQUEST LINE AT (760)436-3891. INSPECTION REQUESTS MUST BE RECEIVED-PRIOR TO 2:00 P.M. ON THE DAY :,; :,·: _:_ BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. · · ,; REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS V.TER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN:,, ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO · -· - FEDERAL SAFETY ANO HEALlli STANDARDS, V.WS ANO REGUV.TIONS. GENERAL NOTES CONTINUED: GENERAL NOTES CONTINUED: 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALV.TION THEREIN. THIS Pi.AN MUST BE PREPARED FOR ALL TRENCHES FNE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED .. ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATONS 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 THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRU9TION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO SUNSET EACH DAY, MONDAY THRl,I FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAIV.BLE AT THE ENGINEERING DEPARTMENT COUNTER). 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BV.STING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BV.STING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF UTILITY STij\)CTURES AND FACILITIES SHOWN ON THE CONSTRUCTION Pv.NS WERE OBTAINED BY A SEARCH OF THE AVAIV.BLE RECORDS.' ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO-PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION Pv.NS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT ......................................................................................... 800 422-4133 SDG&E ................................................................................................................. 800 660-7343 PACIFIC BELL ........................................................................................................... 800 892-0123 ADELPHIA CABLE ........................................................................................................ 760 438-7741 CITY OF CARLSBAD (STREETS AND STORM DRAIN) .................................................................... 760 434-2980 CITY OF CARLSBAD (SEWER, WATER & RECLAIMEb WATER) ............................................................ 760 438-2722 SAN DIEGUITO WATER DISTRICT ......................................................................................... 760 633-2650 LEUCADIA COUNTY WATER DISTRICT ..................................................................................... 760 753-0155 VALLECITOS WATER DISTRICT ............................................................................................ 760 744-0460 OUVENHAIN WATER DISTRICT ............................................................................................ 760 753-6466 BUENA SANITATION DISTRICT ............................................................................................ 760 726-1340 WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: STANDARD SPECIFICATIONS: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS (JULY 2002), DOCUMENT NO. 769894, FILED JUNE 5, 2003. 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS (JULY 2002), DOCUMENT NO. 769894, FILED JUNE 5, 2003. 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA) 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION) INCLUDING THE REGIONAL SUPPLEMENT AMENDMENT, DOCUMENT NO. AEC 701041, FILED JULY 1, 2004. 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION). TRAFFIC SIGNAL . CONSTRUCTION NOTES (SHEETS 6 AND 7) (I] EXISTING TYPE 170 CONTROLLER AND MODEL 332 CABINET. (I] EXISTING TYPE Ill SERVICE PEDESTAL @J INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS NOTED ON PLAN. IT) INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH ANO INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE ANO ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" ON SHEET 7. @J FURNISH AND INSTALL TYPE "A" INTERNALLY-ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN. SEE EQUPMENT SCHEDULE FOR LEGEND. USE UPPER ANO LOWER CASE LETTERS. @J INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITO~ IN THE CONTROLLER . CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUMINAIRE MAST ARMS AND ALL WIRING ANO ANCILLARY EQUIPMENT. 0 INSTALL 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "B" ON SHEET 7. @J RELOCATE EXISTING MAST ARM SIGN TO NEW LOCATION AS SHOWN ON PLAN. 0 RELOCATE EXISTING IISNS TO NEW LOCATION AS SHOWN ON PLAN. 1101 RELOCATE EXISTING VIDEO CAMERA TO NEW LOCATION AS SHOWN ON PLAN. ID] RELOCATE EXISTING Bl-DIRECTIONAL DUAL CHANNEL EMERGENCY VEHICLE PREEMPTION DETECTOR TO NEW LOCATION AS SHOWN ON PLAN. 1121 RELOCATE EXISTING VIDEO CAMERA TO NEW LOCATION ON SIGNAL MAST ARM USING PELCO ASTRO-BRAC 74" RISER. RISER POLE SHALL BE MOUNTED ON THE BACKSIDE OF THE SIGNAL MAST ARM. DECLARATION OF RESPONSIBLE CHARGE CITY OF OCEANSIDE HIGHWA'li PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE ~-·' ( ->.. . ~ i';·.:'..~.";f., ·,.•:.-t.X~"-._,..--;. -~~ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. a; w '1 ti1 ,, , .., rn E,q,. June. 30, 2007 "' * ENGINEER OF WORK "' ~ >,,,, CIVIi-~~ ~4Y 5/ILM. KANE R.C.E. 61311 /~' (' OF C~l-\~O LINSCOTT, LAW & GREENSPAN, ENGINEERS : 4542 Ruffner Street, Suite 100 .. San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) LLG J-056277.1 ffi6277,DWG , 1/21/oe Designed By: SMK Drown By: DVS Checked By: SMK . !Waflc', S.MK AAs-aUILT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL V. W.D. DWG NO. ENGINEER OF WORK ~6'cflr ~!tr~~ ' 6ATE R.C.E. NO. 61311 "AS BUILT" ~1/JJV 10/2.s/07 RCE 6\3\} EXP. h[5o[O'J. DATE REVIEWED 'i3:<:~ 11/~/42 ~'~~Vi~ INSPECTO ,:: ~ 'ciATE I SH5ET I CITY OF CARLSBAD I SH7ETS I ENGINEERING DEPARTMENT TITLE SHEET ANO NOTES FOR: EL CAMINO REAL and CAMINO VIDA ROBLE APPR~~ GLfVN THOMAS PRUIM r• ,.. CITY ENGINEER RCE 5l2Zf EXa. _qJ DWN BY: / PROJECT NO. CHKD BY: r1f-MS05-05 RVWD BY: lt./11/o.t 7 DATE DRAWING NO. 442-6 W.O. NO. 2352-146 BIN: . , ,--. -. 1-'' _, _ij12607 -· SIGNING AND STRIPING GENERAL NOTES (n-Hs SHEET ONLY) 1. 11-iE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON· UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD FOR 2003 REVISION I, AS AMENDED FOR USE IN CAWFORNIA) CALTRANS STANDARD SPECIFICATIONS (JULY 2002 OR LATEST VERSION 11-lEREOF), THESE Pl.ANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO 11-iE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THIS SIGNING AND STRIPING Pl.AN SHALL BE APPROVED BY 11-lE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN 11-lE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF 11-lE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANVE PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. . 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 RE.VISION I, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. &_w ---------- --EL ..QAMINQ_ REAL -;:;;--------- o/W ------------ --- - - -~----- 5' 12' 12' -X,2.~ 4 10' -1 0' 12' 12' 6' ~\ 284 \ \ ' X ~ 15' 131 ~ t lo a~ I ~~ I '15 i ~ \ \ . .Q.! 1. X 6, ._,;,q-2. (LT) 7-~CI. (MO!>) ,z.· \ ,,. t I I 12.•WNITll 1"1-11!1\t,,\C.PLA TIC. 1-J'--- 285 +---~------'--~+----< MATCH EXISTING STRIPING ------- 7' 12' -- 12· -- 12· 286 12· --INSTALL DETAIL 29, 15 L.F. 12· - 12' 8' -------- LEGEND (THIS SHEET ONLY) _ -{ EXISTING STRIPING ... EXISTING PAVEMENT LEGEND PROPOSED STRIPING -.-PROPOSED ROADSIDE SIGN + INSTALL TYPE VIII PAVEMENT ARROW AS INDICATED REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. All DEBRIS SHALL BE REMOVED BY THE ENO OF EACH WORK DAY. SIGNS (THIS SHEET ONLY) ------ ---------- ---------- -_-1----------------- • AS-BUil T" P.E, ___ EXP. ---DATE RE.VIEWED BY: INSPECTOR DATE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A RE.VIEW ONLY ANO DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK l.l-1/~ tuL M. KANE R.C.E. 61311 DA-fEI ------ PAINT RED CURB, 50 LF. 20' LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 · San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) STR6277 .DWG 11/21/05 De~igned By: SMK Drown By: DVS Checked By: JPK 20' INSTALL 12" WHITE STRIPE (THERMOPLASTIC) PAINT RED CURB, 50 l.F. INSTALL DETAIL 22, 50 L.F. sr.P' BENCH MARK DESCRIPTION: LOCATION: ELEVATION: V.W.D. DWG NO. ENGINEER OF WORK 1 DATE R.C.E. NO. 61311 "AS BUILT" /.L'lV 10/~S/07 RCE -6)3\1 . £XP. f,/~/0".) DATE ~-----~ .C_IT_Y~O=F =C~A~R=LS=B~A_D__.I SH7ETS I 20 Q 20 30 40 50 60 1----l----+-------------1-----1----+----+-----1 ~ _ ENGINEERING DEPARTMENT VALLECITOS WATER DISTRICT Approved By: __________ _ Preston H. Lewis, P.E. R.C.E. 45927, EXP. 12-31-06 Date: ____________ _ l-----+--+-------------1-----+--+---+---l SIGNING AND STRIPING Pl.AN FOR: EL CAMINO REAL and CAMINO VIDA ROBLE 1-----1----+-------------l----l---+-----I------I APPROVED GLENN T. MAS PRUIM IJ : ~ 101/4, f--.,~-c±~-c-+....----:-~~~~-------1-----+--1----+---l CITY ENGINEER RCE 51274 EX 7 DATE &-6Ull.T ~~=~eL.,~!....:...:~~..1__--------+---+----1---+-~ DWH BY: ---PROJECT NO. DRAWING NO. DATE IJ~ITJtL REVISION DESCRIPTION i---cDA=TE~~1=NIT~IALC-4-~0~ATE~~IN~ITIAL'-=--,I CHKD BY: __JJ)!f!~-MS 05-05 442-6 ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY: ~ .___ _____ _, .__ __ __, W.O. NO. 2352-146 BIN: '012607 STANDARD PLACEMENT DIMENSIONS SIGNAL MOUNTING AND PLACEMENT REMARKS LOC. lYPE MASTARM SIG, LUM B. E. VEHICLE PEDESTRIAN C. i------'-=;F-=----i----'~=-,.'--"'-''-'--- POLE MASTARM SIGNAL PP6 -10.5 7, SV-1-T -3 SV-1-T ,4(17' ® © © ® © PPB POST 1-A (10'} 6-4-80 45' 12' 1-5~ 60' 15' 12., 19-X.80 30' 15' 3 19-4-70 30' 15' -13.5 7' 7' -2.5' SEE PU\N -X y IS' -~ 4' 6' 2' ® 9-5~ 55' 15' -~ 7' 12., 5 CD 6-4-7C 45' 15' -9' fj\ PPB V;!J POST -18.5 - 6.5' y ® 1-A (10') g• -3' N-1-T ¢5. S\/-3-TE ■ ¢2 ¢6( 17') ¢4 SV-2-TE ■ ■111 ¢4 ■ SV-1-T ■ lllf ■ • "' RED ARROW, YELLOW ARROW, GREEN ARROW A "' 4-SECTION VEHICULAR SIGNAL HEAD. MAS ¢;_■ MAS ¢5C ■ SP-1-T ~)( "El Camino Real" (I](Illlllll0 -3P _ All NEW EQUIPMENT 250W HPS SP-1-T ¢6P ~~r ■ RELOCATE EXIS'FING EQUIPMENT fO POLE@ EXISTING EQUIPMENT TO REMAIN RELOCATE EXISTING EQUIPMENT TO POLE @ 250W HPS ■ MAS 112* SP-2-T MAS -2 112P 1&3P "Camino Vida Roble" [fill1)@) MAS ;s•* 112P 113P 250W HPS* MAS 11144 MAS 1114 MAS lllf ■ MAS ¢€ ■ SP-2-T 1&2P "El Camino Real" 1&2P 1114P* 114P* 250W HPS* m0m@ SP-1-T 1114F ■ RELOCATE EXISTING EQUIPMENT TO 1114F ■ POLE® 250W HPS • SP-1-T * "Camino Vida Roble" III 11) ID]@) IIISP* 250W HPS* SP-1-1 ■ 1114F ■ RELOCATE EXISTING EQUIPMENT TO 1116F ■ POLE @ AND Q) 250W HP5 • 1114P* ALL NEW EQUIPMENT 1&6P* SP-1 -T IIISF ■ RELOCATE EXISTING PEDESTRIAN PUSH 1114P BUTTON TO POLE Q) ■ "' EQUIPMENT RELOCATED TO * *"' EQUIPMENT RELOCATED FROf.t ■ SIGNS THIS SHEET II] SEE DETA~ ·a• THIS SHEET. NOTE: ~ 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. LEGEND \0' CONTROLLER --+--•► VEHICULAR SIGNAL HEAD □ ' ' ~ CD r-7 L_.J ---4 PULL BOX SERVICE ENCLOSURE PEDESTRIAN HEAD VIDEO DETECTION ZONE VIDEO DETECTION CAMERA EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT EXISTING STRIPING ~~\ \1&•1 (CA I I I ' -----2. CONTRACTOR SHALL POTHOLE FOUNDATIONS PRIOR TO ----ORDERING POLES AND MAST ARMS. 1il R73-5 ~R3-4 " R73-2 ® (CA) (CA) ' 0, POLE@ POLES@&® , POLE@, ® I ------ ---9 Xs" -- EL _QAMINQ_ REAL --12' - 12' -------------X 12' 4 @Jf~-2 ' [DJ EVPE 182+15 i ~~4=:!il;;-1 283 ---1 o· \ \ PHASE SEQUENCE DIAGRAM 1' J~ ____ ..,, J 1 O' CROSSWALK l, r-7 r-7 1 I I I I I I I I rE-I T~~~ __ t VEHICLE AND ► PEDESTRIAN t MOVEMENTS 4--? NEMA PHASE DESIGNATION 111 182 SEQUENCE WITH CALLS ON l181+¢5 All PHASES t t t l _J <>---t> • 183 1114 115 1116 11+1116 182+¢6 ¢4 182+¢5 VIDEO DETECTION ZONE _.J BCR DETECTOR ASSIGNMENTS 1+--FACE OF CURB POLE LOCATION DETAIL NOT TO SCALE ~ DETAIL "8"0 I I 4 SECTION VEHICULAR SIGNAL HEAD I ,Q_I 7' Y('t-l (LT) 7-'io. (MOD) t Ro yo Go ~~ POLES@&® 2"C, 4#10 {IISNS) 4#10 (LUMINAIRESt 1 {18 (GROUND} DETECTOR NUMBER 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 2P 3P 4P 6P EVA EVB EVC EVO Fl.ASH PHASE SLOT FIELD NUMBER TERMINALS 182 I2U T2-5 & 6 ¢2 VIDEO ¢2 VIDEO ¢2 VIDEO 1115 VIDEO 1115 VIDEO 1114 VIDEO ¢4 VIDEO 1114 . VIDEO ¢8 J2U T3-5 & 6 1116 VIDEO 1116 VIDEO 1116 VIDEO 916 VIDEO 111 VIDEO 183 VIDEO ¢2P I12U T8-4 & COM8 113P I13L T8-8 & COM9 1114P I12L T8-5 & COM6 1116P I13U T8-7 & COM9 111 +1116 J12L T9-5 & COM6 182+915 J12U T9-4 & COM6 183 J13l T9-8 & COM9 1114 J13U T9-7 & COM9 I14U T8-10 & COM12 NOT NOT USED USED 187 918 ;3 I CONDUCTOR SCHEDULE* p CONDUIT SIZE AND RUN AWG SIZE H POLE OR 3• 21/i 21/i 21/i 2• 3• OR A CIRCUIT -3 CABLE lYPE s & & & & & & & E NO. 14 CABLES POLE -A C POLE -C 0 C N 3 0 POLE -E D N POLE -F u D POLE -H C u T 12 C POLE -J 0 T 0 POLE -K R TOTAL CABLES -3 CON 12 CON 10 IISNS 2 2 10 LUMINAIRES 2 2 4 2 2 8 GROUND 1 1 1 2 1 1 1 2 LOOP 1 1 1 TYPE "B" DLC 6 LOOP 1 TOTAL 0 0 0 2 1 1 0 1+6 EVPE 1 1 1 1 2+5 EVPE 1 1 1 1 DLCM 3 EVPE 1 1 4 EVPE 1 TOTAL 2 2 3 4 0 0 0 COAX (VIDEO DETECTION) 1 1 2 4 2 1 1 VIDEO POWER {3#16) 1 1 1 1 1 1 1 TOTAL CONDUCTORS/ CABLES 10 13 17 38 18 11 10 PEDESTRIAN PUSH BUTTONS PER EXIST EXIST EXIST EXIST EXIST EXIST NEW ADA REQUIREMENTS * REMOVE ALL EXISTING CONDUCTORS PULL NEW CONDUCTORS AS SHOWN EXISTING 3"C, 1 SIC TO CONTROLLER CABINET EXISTING 11/2C, 1 SIC, AT TOWN GARDEN ROA 1 DLC -m 2"C, 286 (SERVICE}, ______ --_i..---- ~f-t5--11_s_c_~ouND~)---~~~~~------------RS FA --C'- 10,3 EVPE-183-, -7' PE 114 ----EXISTING 11/2C, ----, 1 SIC, 12' -----12 I 1 DLC --____ .J --I -12' ------, -- 13 I 916 --____ _J -12' 14 _____ j 286 ------1115 R'i-7 1oM\-l 285 --t--i------~----~a-+-t-i---------- 1 O' 12' 12' lllR73-5 (CA) 182 ◄-++t-t , -- - -12' -------12' ---- EXISTING 11/2C, 1 SIC,~ - 1 DLC --6' - 12' ~---,-.. V. W.D. DWG NO. EXISTING 11/f C, 1 SIC TO CONTROLLER CABINET AT CASSIA ROAD INTERSECTION R/W DETAIL "A" II] OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM 3M "OPTICOf.t DETECTOR" APPROACHING .,C.~ AB-121 VEHICLES . ..._,--J----y ASTRO MINI-BRAC ---t---, OR EQUAL ""' MAST ARf.t STAINLESS STEEL BAND EXISTING 11/iC, 1 SIC,/ ''\. ' 1 DLC '\ 'AS-BUILT" 4 8' ENGINEER OF WORK RS FA P.E. ___ EXP.___ DATE . --------1-------------------- ~4/Y EGINEER R.C.E. NO. 61311 REVIEWED BY: INSPECTOR DATE . DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECU\RE THAT I Af.t THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK LINSCOTT LAW & GREENSPAN engineers I ! I I 3-4 I! I I • I 16 I DESCRIPTION: LOCATION: BENCH MARK "AS BUILT,, I 14-----' TRAFAC SIGNAL INSTALLATION NOTE: f..l:. 1/L 10/as/0"1 RCE ~\ 3\\ EXP (q J 30 / 09 DATE NOTES FOR TRAFFIC SIGNAL GENERAL NOTES, CONSTRUCTION NOTES SEE S EET 8 I I I I I L---.J ¢3 20' IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL., PU\NS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN AOVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CllY ENGINEER). E:LEVATION: CAUTION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES ANO CABLES. ,________,_---+-----------1-------+----1--_____, _ ____.~ CITY OF CARLSBAD I SH7S I L_{_j ENGINEERING DEPARTMENT LINSCOTT, LA.W & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 1 ---,-----;--;;;--;-;::~;:;:;~------i..--.J..---+--------------l---.J..--+---+--~ TRAFFIC SIGNAL PLAN FOR: VALLECITOS EL CAMINO REAL and . San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) WATER DISTRICT CAMINO VIDA ROBLE OMAS PRUIM LLG J-056277. 1 TS6277.DWC 11/21/05 Approved By:._,·,--,--..,.,.....,...-.,...-=----Preston H. Lewis, P.E. ,zjt,fo, 7 DATE Designed By: St.JK Drawn By: DYS Checked By: JPK EX R.C.E. 45927, EXP. 12-31-06 !:,)_,,;~ stuL M. KANE R.C.E. 61311 ~10~/£~'S~/o;1;s~M~',<..;:;;~~~~~=::~u~\~L~~==============:====:===1===::==~ DWN BY:-~-PROJECT NO. MS 05-05 DRAWING NO. 442-6 EL CAMINO REAL DESIGN SPEED -50 MPH DA1E INITIAL DA1E INITIAL DA1E INITIAL ~~'.'.°D BYBY·' .. ~~ Date.:_------------ENGINEER OF WOR REVISION DESCRIPTION OTHER '°PR=,., CITY •oPRO"•L arn THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY ....___,.. ___________ ....;..J,. ___ __,..._ __________ _. __ ~_v•_·~__.__~ __ '"_. ______________ ___. W.O. NO. 2352-146 BIN: ...._...:....... '