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HomeMy WebLinkAboutDWG 460-1B; MS 07-02; CARLSBAD PASEO; 01-03GENERAL NOTES (SHEETS 1 TO 3) 1. THIS PIM SUPERCEDES AU. OTHER PIM$ PREVIOUSLY APPROVED BY THE CITY OF' CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PIMS. 2. APPR<NAL Of' THIS PIM DOES NOT LESSEN OR W/WE Af« PORTION Of' THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF' CONDITIONAL APPR<NAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PIMS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPR<NAL OF' PIMS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF'-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PIM REVISIONS SHALL BE PROMPTLY SUBMITTED TO THI!: CITY ENGINEER FOR APPR<NAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR Af« WORK IN THE PUBLIC RIGHT-OF'-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFlCATE OF' INSURANCE MUST BE FlLED NAMING THE CITY OF' CARLSBAD AS AN ADDITIONAL INSURED ON THI!: PERMlmE'S POLICY IN THI!: MINIMUM AMOUNT OF' $1,000.~.oo FOR 1:ACH OCCURRENCE ~JE~~i,wis~~cijm~:'%' t1~.illZ&HfoE W':§sfsWkG:'inANrs~gE~, A-" OR BETTER ANO A SIZE 15. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. ~[:'.~lii1 ~Tfg.e:iiriJp~~~~E~:e:~i~~T~E PROPOSED IMPROVEMENTS ARE NOT CONS"l;RUCTED PRIOR TO THE 7. NO REVISIONS WILL BE MADE TO THESE PIMS WITHOUT THE WRITTEN APPR<NAL OF THI!: CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PIMS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THI!: CITY ENGINEER. 9. THI!: 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 FlRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHER! TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) I.ABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF' TI-lE 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 SU8Mlffi0 TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. ~:;l)~~ =-~ ~~~"" ~nQj:~~ J@~~ pJt~t ~:~ ti~;~~ BE ATTEND 1:AST FIVE DAYS PRIOR TO STARTING CONSTRUCTION. APPR<NED DRAWINGS MUST 81!: AVAIi.ABLE PRI R TO SCHEDULING. 13. : • • ILL BE SCHEOULED FOR TWO FULL WORK DAYS I.ATER. 14. THE OWNER AND/OR APPLICANT THROUGH THI!: DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 81!: SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO Hl:ALTH STANDARDS, LAWS ANO REGULATIONS. 115. THE CONTRACTOR SHALL CONFORM TO I.A80R CODE SECTION 67015 BY SUBMlmNO A DETAIL PIM TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVIN() GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THER.EIN. THIS PIM MUST BE PREPARED ro.R ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IE ru~ f'LAN VARIES FROM rue: SHORING SYSTEM STANDARDS ESTABLISHED BY rue: CONTRUCTION SAfID ORBEl3S, DU-E 8 CAIJFORNIA APMINISTRATNE CODE, rue: PLAN SHALL BE PREPARED r-A REGISTERED ENGINEER AT rue: CONTRACTOR s EXPENSE. EXCAVATION PERMIT MUST BE SU8Mlffi TO THE INSPECTOR PRIOR TO EXCAVATION. A COPY OF' THE OSHA 16. If 00 ARCHAEOLOGICAL RESOURCES ARE DISCO\'ERED w1ru1N 00 WORK ZONE IMMEDIATELY. HAS RECEIVEWI~ ~Mr vfiB?'1-i<Hlf.r ~ ~Bi3uJ~oP~TIONs Wi11N~o~0~~~.!:kCf~nEP~ir,nP°lAtiAk~ CEASE 17. ALL OPERATION$ CONDUCTED ON THE SIT[ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION Of' TRUCKS, EARTHMOVING E.QUIPMENT, CONSTRUCTION EQUIPMENT ANO Af« OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THI! PERIOD BETWEEN 7:00 AM, AND SUNSET l:ACH DAY, MONDAY THRU FRIDAY AND NO l:ARTHM<NING OR GAADINO OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAY$. "' LISf OF' CITY HOLIDA)'S IS AVAIi.ABLE AT THE EflGINEERING DEPARTMENT COUNTER). · 18' t~\Sm ~a,~~ifi~IEJroWQl-ho0a,s~IP1%l:fallik~Wlf'.~J.£:7: I& WE]iolh1~l1~a~R&rot'aw7f'Sh Nffua'iLL OCCURRING ALONG rue: HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF rue: GRADING OPERATION. HI. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM ANO BLASTING PERMIT. 20....,THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURE$ ANO FACILITIES SHOWN ON THE CONSTRUCTION PIM; WERE OBTAINED BY A Sl:ARCH OF THE AVAII.A8LE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF' OTHER U I ILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PIMS. THE CONTRACTOR 1$ REQUIRED TO TAl<lt oue: PRECAUTIONARY Ml:ASURES TO PROTECT THE UTILITIES SHOWN ON THI!: PIM$ AND Af« OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. 11-11!: CONTRACTOR SHALi. VERIFY 11-1[ LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) Wlll-llN 11-IE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT TH! REVISIONS OF TH! CONSTRUCTION PIMS IF It IS FOUND THAT THI!: ACTUAL LOCATIONS ARE IN CONFLICT WITH THI!: 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 COMPAf« REPRESENTATIVE. ' UNDERGROUND SERVICE ALERT ......•...•......•............•......•..••...•................. · .................. 800 277-2600 SOG&! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 800 660-7 343 PACIFlC eaL .................................................................................................. 800 892-0123 TIME WARNER CABLE .......................................................................................... 760 438-7741 COX COMMUNICATIONS ......................... )" .. .. .. .. .. • .. .. .. .. .. .. .. • . .. • .. .. .. .. .. .. .. • .. .. .. .. .. .. .. • • 760 806-9809 CITY OF' CARLSBAD (STREETS AND STORM DRAIN ......... ~ ..................................................... 760 434-2980 CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATERJ .................................................... 760 438-2722 LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) N0TES-6371.DWIJ 3/12/09 Designed By: JSM Drown By: DVS Checked By: SMK . STREET NOTES (SHEETS 1 TO 3) ' 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOINO BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS.l ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SU8Mlmu TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPR<NAL A MINIMUM OF' TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PIMS. UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLE$ SHALL BE SH9.WN ON THE AS-BUILT PIMS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE CUT-orr• TYPE. 3. ALL UNDERGROIUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING or STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15• P'v'C MAY BE UTILIZED PR<NIDED DEPTH IS LESS THAN 15 FEET AND BACKFlLLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET ARl:AS AND REPLACED WITH PROPERLY COMPACTED SOILS IN OTHER ARl:AS 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 CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL BE Pl.ACED IN THE STREET WITHIN THE LIMITS OF WORK or THIS PIM PER SDRS DWG. M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL IMO SURVEYOR'S ACT. 10. TWO (2) SETS OF SURVEY (CUi:) SHEETS SHALL BE PR<NIDED TO THE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES (SHEETS 1 TO 3) 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION or ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION .!( AS AMENDED FOR USE IN CALIFORNIA), THE CALTRANS STANDARD SPECIFICATIONS (~006 OR LATEST VE;RSION THEREOr /• THESE PLANS ANO THE SPECIAL PRoVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL or THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. Af« DEVIATION FROM THESE SIGNING AND STRIPING PIMS SHALL BE APPR<NEO BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO Af« CHANGE IN THE FlELO. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH DENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPR<NAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPR<NED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION or THE CALTRANS STENCILS. 11. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPI.ASTIC UNLESS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 115. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BRl:Al<AWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET 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 OAI< AVENUE. 18. ALL SIGNS SHOWN ON THESE PIMS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFlCALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. ALL MEDIAN NOSES AND FU.RES SHALL BE PAINTED YELLOW. 20, WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2 FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" ANO THE OM1-3 OBJECT MARKER SHALL BE 12"X12". DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECI.ARE 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 SPECIFlCATIONS BY THE CITY OF CARLSBAD IS CONFlNED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER or WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LINSCOTT, I.AW &: GREENSPAN, ENGINEERS ADDRESS: 4542 RUFFNER STREET, SUITE 100 CITY, ST: SAN DIEGO, CA 92111 TELEPHONE: (858)300-8800 BY: fL euL~E R.C.E NO.: 61311 DATE: ---=!Jl .... 11'+"k"-'-,_ 17 SHEET INDEX SHEET 1: NOTES SHEET 2: IMPROVEMENT PIM (PASEO DEL NORTE/PROJECT DRIVEWAY) SHEET 3: IMPROVEMENT PIM (PASEO DEL NORTE/CAR COUNTRY DRIVE) REFERENCE DRAWINGS CARLSBAD DRAWING NUMBER 398-SA CARLSBAD DRAWING NUMBER 398-8 CARLSBAD DRAWING NUMBER 246-8 (SHEET 3 &: 4) CARLSBAD DRAWING NUMBER 460-1A CARLSBAD DRAWING NUMBER 460-1 B BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS A PORTION OF THE CENTERLINE OF PASEO DEL NORTE PER MAP NO. 13078-- 1.E. N22'29'26"W PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSOR'S PARCEL NUMBER APN: 211-021-30 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 351,000 E 1,672,000 BENCH MARK: DESCRIPTION: 4' PLASTIC CN' (S.D. COUNlY CONTROL PT. T-1307) LOCATION: EAST OF" RAILROAD TRACKS IN RAILROAD R.O.W. 5DO FT. NORTH OP. PALOMAR AIRPORT ROAD. RECORDED..., 1980. ADJ, • ~~=_o__ __________ _ DAie INITIAL REGISTRATION EXPIRATION DATE: JUNE 30, 2009 ELEVATION:' ··· 46.67·•··. DATUM: M.S.L =~---ENGINEER OF WORK WORK TO BE DONE (SHEETS 1 TO 3) THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECtED BY THI!: CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY or CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PIMS 4. PIMNINO COMMISSION RESOLUTION NO. 6436, DATED JULY 16, 2008 . . 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT ANO RECOMMENDATIONS BY TESTING ENGINEERS SAN DIEGO INC., DATED SEPTEMBER 28, 2006, CONTRACT NO. 148028 WITH ADDENDUM DATED JULY 24, 2007 AND JUNE 24, 2008 AND GEOTECHNICAL UPDATE LETTER DATED SEPTEMBER 215, 2008. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD DRAWINGS. 8. COASTAL DEVELOPMENT PERMIT CONDITIONS PER PIMNINO COMMISSION RESOLUTION NO. 6437, DATED JULY 16, 2008, 9. STORM WATER POLLUTION PREVENTION PIM PREPARED BY TERRADATA INC., DATED JANUARY 26, 2009, WDID NO, 9 37C 354450. 10. STORM WATER MANAGEMENT PIM PREPARED BY TERRADATA INC., SWMP 08-00215 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL LEGEND (SHEETS 2 TO 3) .. - CONTROLLER VEHICUI.AR SIGNAL Hl:AO PULL BOX SERVICE ENCLOSURE PEDESTRIAN Hl:AD VIDEO DETECTION ZONE VIDEO DETECTION CAMERA EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT INTERNALLY ILLUMINATED STREET NAME SIGN EXISTING STRIPING CITY Of' PACIFIC OCEAN REVISION DESCRIPnON CITY Of' ENCINITAS VICINITY MAP NOT TO SCALE OATC INITIAL DATC INITIAL OTHER APPROVAL CITY APPROVAL CITY Of' SAN MARCOS "AS BUILT" • .,, RC!/l/flf{P. ·. ~~ .,, . · .. '"""· • {zl~,IM ;;BY: ~ • . '/J. ').~.,. -ab,/Jo • SPECTOR DATE I $H1 I CITY OF CARLSBAD ISHJI £NGiN££R/NG DEPARTMENT Improvement Plans for: TRAFFIC SIGNAL AT PASEQ DEL NORTE AND PROJECT DRIVEWAY #'PROVf:O D~~SER_,,,.. J/z7/p 9 ~l'i)rY c 1ri'"tlf_.<l}!..U,1!Jt'33081 EXP. 06/30/10 ' DAT( OWN BY: . I PROJECT NO. I DRAWING NOi CHKO BY.\ g MS07-02 460-18 R\IIIO BY: <::,VP ; ' ! j ~ ! l W.0. No. MS 07-02 V. W.0. 460-18 ! 8/M I f ( ~-,, -,1 STANDARD PI.ACEMENT DIMENSIONS LOC. MASTARM lYPE 8. E. c. SIG. LUM. © 24-4-100 35' 12' 0.5' 3.5' ® 17-3-100 15' 12' -~ ~ © 28-4-100 40' 12' ~ 4.5' ® 17-3-100 15' 12' ~ 4.5' 1 : EQUIPMENT SCHEDULE SIGNAL' MOUNTING AND PI.ACEMENT ' VEHICLE PEDESTRw-1 POLE MASTARM SIGNAL PPB sv-2-Ta ;s ;a MAS itle SP-2-T it4P SV-1-T it2(17') MAS lf8 lf4P ;6P lf6P SV-2-TB MAS lf8 SP-2-T lf6P e;o ¢8 ¢6P ¢8P ¢8P SV-2-TB MAS it2 SP-2-T it2P· it2 ¢4 MAS sJOe f2P ;sp !118P SV-2-TB MAS ¢4 SP-2-T f2P .,1 ¢4 f2P ¢4P !114P REMARKS ALL NEW EQUIPMENT ALL NEW EQUIPMENT "Poseo Del Norte• ALL NEW EQUIPMENT ALL NEW EQUIPMENT "Poseo Oel Norte• • =-RED ARROW, YELLOW AAROW, GREEN AAROW TRAFFIC SIGNAL GENERAL NOTES (SHEETS 2 TO 3) 1. lllE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. lllE CONTRACTOR SHALL OETERMIN! llll!: DEPTH OF ALL UTILITIES, INCLl,/OING THOSE NOT SHOWN ON llllS PLAN, ANO VERIFY ALL JOB SITE CONDITIONS. 2. llll!: CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANO NOTIFY ALL UTIUlY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OlllERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH TRAFFIC SIGNAL. ALL PULL BOXES SHALL BE NO. 0 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SP~CING SHALL BE 200'. 4. ALL CONDUIT SHALL BE 3• UNLESS OlllERWISl!i SPECIFIED. ~. •xLL TRAFFIC SIGNAL POLE FOUNDATIONS SHALi. HAVE A .:,• CONDUIT INSTALLED TO lllE ADJACENT NO. 0 PULL BOX. lllE CONTROLLER FOUNOATIQN SHALL HAVE A SPAAE 3• CONDUIT STUBBED OUT TO lllE ADJACENT NO. 8 PULL BOX FOR FUTURE USE. 8. All SIGNAL Hl:AOS SHALL BE 12" IN DIAMETER WITH BACK Pl.ATES. ALL REO, YELLOW, GREEN ANO PED- ESTRw-1 SIGNAL INDICATIONS SHALL BE Ll!:.O. 7. PEOESTRw-1 Hl:AOS ANO PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEOESTRw-1 SIGNALS SHALL BE TYPE "A", L.E.O. PEOESTRw-1 PUSH !3UTTONS SHALL BE a• AOA. 13. ANCHOR BOLT NUT COVERS SHALL BE PROVIOE;O FOR ALL STANDARDS. 9. lllE CONTRACTOR SHALL BE RESPONSIBLE FOR! lll! 1.AYOUT ANO INSTALI.ATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS ANO LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THIS PLAN. mmm 250W HPS mmmm 250W HPS mmm 250W HPS mmmm 250W HPS TRAFFIC SIGNAL CONSTRUCTION NOTES (llllS SHEET ONLY) OJ INSTALL lYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUD.INO lllE NECESSARY ACCESSORIES TO PROVIDE THE PHASING ANO OPERATION SHOWN ON THIS PLAN. lllE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. lllE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27258 EPROM PROGRAMMNG CHIP, TWO MODEL 752 DUAL PRIORllY DISCRIMINATOR CARDS lYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFUCT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN lllE CONTROLLER CABINET USING A SWING-AWAY MOUNTINIJ. lllE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED fl.ASH OPERATION AT INTERSECTIONS ~ SINO RED LEO SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING TO lllE CONTROLLER Cl.ARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR lllE UPS SHALL BE HOUSED A NEMA 3R RATED CABINET MOUNTED TO TAE SIDE Of lllE MODEL 332 CABINET PER CALTRANS SPECIFICATION~. BAmRY CABINET DOOR S~L!,. BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. . (I] INSTALL lYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SOG&E REQUIREMENTS. PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A, 120V 1.1.S.N.S. METERED CIRCUIT BREAKER, 30A-2P.1. 240V LIGHTING UNMETERED CIRCUIT BREAKER, 15A-1P, 120V Fl.ASHING Bl:ACON METEREu CIRCUIT BREAKER (IF NECESSARY). SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. @J INSTALL MAST AAM MOUNTED SIGN PER DETAIL •u•, CALTRANS STANDARD PLAN ES-7N. SIGN lYPE AS NOTED ON PLAN. m 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 OlllER HAROWAAE NECESSARY. SEE DETAIL "A" llllS SHEET. @) FURNISH ANO INSTALL lYPE "A" INTERNALLY ILLUMINATED DUAL FACE MAST AAM MOUNTED STREET NAME SIGN PER CALTRANS STANDARD PLAN ES-70. SEE EQUIPMENT SCHEDULE FOR LEGENO. USE UPPER ANO LOWER CASE LETTERS. ill INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO DETECTION PROCESSORS ANO VIDEO MONITOR IN lllE CONTROLLER CABINET, VIDEO DETECTION CAMERAS ANO ALL WIRING ANO ANCILI.ARY EQUIPMENT. VIDEO DETECTION CAJ,AERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS USING MANUFACTURER-APPROVED RISER (PELCO "ASTRO-BRAG" BRACKET Wini A 74• RISER MOUNTED ON TiiE BACKSIDE OF TiiE SIGNAL MAST ARM). VIDEO DETECTION SOFnYAAE SHALL BE 1.ATEST VERSION. EXISTING J"C, 1 SIC TO CONTROLLER AT PASEO DEL NORTE/PREMIUM lf4 OUTLETS INTERSECTION /r,::. ----I (APPX. 700 LF.) cc © ~-r 4 OCDO f/) UV, f/) PHASE SEQUENCE DIAGRAM VEHICLE ANO PEDESTRw-1 MOVEMENTS NEMA PHASE DESIGNATIOI SEQUENCE WITH CALLS ON ALL PHASES DETAIL "A" 0 OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' fROM ENO OF MAST ARM AB-121 ASTRO MINI-BRAC OR EQUAL 3M "OPTICOM DETECTOR" APPROACHING VEHICLES ~-r---y MAST AAM STAINLESS STEEL BAND EXISTING 3"C, 1 SIC TO CONTROLLER AT PASEO DEL NORTE/CAR COUNTRY DRIVE INTERSECTION (APPX. 700 LF.) r ~ NOT ii _J <J---1> NOT ti <J---1> USED USED it1 ,2 i,3 1'4 lfO !118 i,7 lf8 :K11f1+1f8~ lit1+ito it2+11l8 !114+¢8 it2+ito r DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT FIELD NUMBER NUMBER TERMINALS 1 lf2 -VIDEO 2 ,2 -VIDEO 3 it2 -VIDEO 4 lf2 -VIDEO 5 ¢0 -VIDEO 8 !114 -VIDEO 7 !114 -VIDEO 13 lf8 -VIDEO 9 lf8 -VIDEO 10 lll8 -VIDEO 11 lll8 -VIDEO 12 lll1 -VIDEO 13 lll8 -VIDEO 14 lll8 -VIDEO 2P lf2P 112U T8-4 & COM8 4P lf4P 112L T8-0 & COMB 6P !116P 113U T8-7 & COM9 8P ISP 113L T8-8 & COM9 EVC lt1 +lf8 J12L T9-0 & COMB EVA it2+¢0 J12U T9-4 & COM8 EVB 114 J13U T9-7 & COM9 EVO 1&8 J13L T9-8 & COM9 Fl.ASH -114U T8-10 & COM12 EXISTING SDG&E CONDUCTOR SCHEDULE p , ,, CONDUIT SIZE ANO RUN AWG SIZE H POLE OR 3• .:,• 3• J" OR A CIRCUIT CABLE lYPE s E NO. 14 CABLES POLE -A C POLE -8 0 C N 3 0 POLE -C 0 N POLE -0 u D C u T 12 C 0 T R 0 R TOTAL CABLES -3 CON / 12 CON 10 IISNS 2 2 4 0 2 10 LUMINAIRES 2 2 4 0 2 8 GROUND 1 1 2 1 1 8 SERVICE 0 0 0 2 0 1+8 EVPE 1 1 1 1 DLCM 2+5 EVPE 1 1 4 EVP! 1 1 1 8 EVPE 1 1 1 TOTAL 1 2 4 4 1 COAX (VIDEO DETECTION BELDON 8281) 1 2 4 4 1 VIDEO POWER (3#18) 1 2 4 4 1 SIC (~PRfZO) 1 2 2 2 0 TOTAL CONDUCTORS/ CABLES 13 21 40 33 12 PEDESTRw-1 PUSHBUTTONS PER NEW NEW NEW NEW NEW AOA REQUIREMENTS SERVICE POINT (0207651) .. --- )( )( ,, -M I( ,, 4 r7 PASEO DEL NORTE 1.:,• 2·c, ~2(sERV1CEl TO EXISTI G SOG&E ERVICE 13' I I POINT PER SOG&E REQUIREMENTS I a I ---------=---43 =-!1.30' TO J► • f\.lMIT UNE _.--=-----,-, I I --,2 I 1 I--I I -I I 1.-...l TRAFFIC SIGNAL GENERAL NOTES CONTINUED: 10. lllE CONTRACTOR SHALL OBTAIN APPROVAL OF lllE PUBLIC WORKS DIRECTOR OR lllEIR REPRESENTATIVE FOR lllE LOCATIONS OF' lllE STRIPING, PAVEMENT MARKINGS ANO LEGENDS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING ANO INSTALI.ATION. 11. SIGN PANELS FOR lll!l: INTERNALLY_ ILLUMINATED ~T~EET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT) .ANO SHALL NOT EXCEED 8" (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWIS! APPROVED. 12. lllE CONTRACTOR SHALL BE RESPONSIBLE FOR lll@: REMOVAL OF ALL CONFUCTING STRIPING ANO PAVEMENT MARKINGS BY GRINDING. STOP SIGNS, "STOP AHl:AD" LEGENDS, "SIGNAL AHl:AO" SIGNS ANO LEGENDS SHALL NOT B! REMOVED UNTIL TRAFFIC SIGNAL IS ENERGIZED. 13. lllE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE 1llAN TWO WEEKS PRIOR TO lllE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY lllE PUBLIC WORKS DIRECTOR. 114. ~~:~g ~~:;Tig~~~TION SHALL BE RED ON A~L PHASES. PEDESTRw-1 SIGNALS SHALL BE BLANK DURING 10. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH lllE SIGNING AND STRIPING CONTRACTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH AAE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPI.ACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LANO SURVEYOR OR REGISTERED CML ENGINEER AUTHORIZED TO PRACTICE LANO SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LANO SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY lllE LANO SURVEYOR'S ACT. 17. LIMIT LINES ANO CROSSWALKS SHALL Bl!: FIELD LO<;ATEO. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILilY DESIGNATED BY llll!: CllY Of' CARLSBAD. llll!: CONTRACTOR SHALL C>EUVER ANO PICK-UP EQUIPMENT. 19. llll!: CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALI.ATION GUIDE ONLY. IT SHALL BE lllE CONTRACTORS RESPONSIBILITY TO PROVIDE lllE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. lllE CONTRACTOR SHALL COORDINATE SERVICE DETI\ILS ANO SCHEDULING WITH SOG&E ANO PAY lllE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SALVAGED EQUIPMENT SHALL BECOME lllE PROPERTY OF lllE CONTRACTOR. 22. YJMJNAIRES ANO U.S.N.S. SHALL HAVE lYPE IV P.E.C. 2J. : 'AL( NEW LOOFl Oe;TECTORS TO BE lYPE "E", LOOP DETECTORS SHALL BE 6' DIAMETER WITH 1 0' SPACING ANO POSITIONED 11-( CENTER o, IANE UNLESS OTHERWISE SHOWN. LOOPS SHALL HAVE TI-IREE (3) TIJRNS. LOOPS SHALL BE Sl:ALED USING HOT-MELT RUBBERIZED ASPHALT Sl:ALANT PER CALTRANS SPECIFICATIONS. SEE CALTRANS STANDARD PLANS ES-S14 AND ES-38 FOR DETECTOR DETAIL$. PASEO DEL NORTE= 40 MPH THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY 11' 11 • 13' 4• ' {/) {/'.(/) {/} DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM lllE ENGINEER OF WORK FOR llllS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER lllE DESIGN OF lllE PROJECT AS DEFINED IN SECTION 8703 OF lllE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT lllE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY lllE CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LINSCOTT, LAW & GREENSPAN, ENGINEERS ADDRESS: 4542 RUFFNER STREET, SUITE 100 CllY, ST: SAN DIEGO, CA 92111 TELEPHO E: (858)3~-~oo BY: -,#'IMll,,--!J'/-->V.:...... _____ _ SAUL M. KANE DATE: 3l11pf R.C.E NO.: 61311 REGISTRATION EXPIRATION DATE: JUNE 30, 2009 0 w 61Ji11 June. JO. CiV\ o~ c~ lf6 ' I I --,- 11 • I I LJ --------, ~ 't:----1-2----------1 fl----------,------~-1---- • 38 I -------------t-1-'--236~Tcr-r----------------- 18' I 1 I I I I I I 11411 13 I I I I I I I I I I I I I I I \LJ~;-~ fa• 4 M' ~ 1•---11. 10' .11---1· ER 1. l=-____ ..., l 1 O' CROSSWALK . r-, r-, 1 I I I I I I I I I I I VIDEO DETECTION ZONE _.J ' E----. B __ l BCR OLE C 1+---FACE OF CURB POLE LOCATION DETAIL NOT TO SCALE • el--: 11' 13' 4• ::::-----~ MAST ARM MOUNTED SIGNS @J [®]R3-4 POLES@&@ , R7J-3(CA) NOUTURN POLES@&@ IF llllS TRAFFIC SIGNAL IS NOT INSTALLED WlllllN ONE (1) YEAR OF CllY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK NINETY (90) DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. NO WORK SHALL BEGIN ON lllE TRAFFIC SIGNAL WllllOUT PRIOR WRITTEN APPROVAL BY lllE CITY ENGINEER. ~-,. .. ..,o, I I I 20 20 30 "AS BUILT" RC~P. lzh«jd REV1ro BY: AJ , ~Id~ 2/tk DATE NOTES t------t---t----+;---------+----l'---+----+---1~ CITY OF CARLSBAD I 51-131 L__3_j £NG/NEERING DEPARTMENT FOR TRAFFIC SIGNAL GENERAL NOTES, SEE SHEET 1. LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 {858)300-8810 (FX) LLG J-088J71.1 1S1-8371.DWG 3/12/09 Designed B),: SMK Drown B),: DYS Checked B),: JPK ! Improvement Plons for: PASEO DEL NORTE and PROJECT DRIVEWAY APPROVE:D DA VJ A ltAUSER-.. • /. / ~-===, :JL?.l /0, t-----+--1-----------------;---+---½--t-----f l~==f'll""i1lll"""fi"",J"'"~=F-.,-:1N~t~ EXP. :MZ®ZlO ' DAT/! DATf INITIAL fNGINEfR OF WORK REVISION DESCRtPnON DATC INITIAL DATt: INITIAL OTl/fR APPROVAi. CITY APPROVAL ~08;µ~ I PROJECT NO. I DRAW/NO NO. R'YllO BY: E,~V ... ,..---1 ~_M_S_07_-_02_~. 460-1B ! ~ ! ~ ! ! '----------------------------------------------------------------------------------------------------------------......,,.,W,-,.0-. .,.,No-_...,M.,.,,S_0.,...7,..._.,..02,--..-V-.W,-.0.,....-4-6_0 ___ 1_8--4} BIN : •~--~ .. , ..... ..:....... C ' -1 l i ' ' , ' ' j ' ' ' i ! ' ! ' ' I l I f l L I l r ~ i f f: ! ! i :'_ 042909 EQUIPMENT SCHEDULE STANDARD PV.CEMENT SIGNAL MOUNTING AND PV.CEMENT DIMENSIONS LOC. MASTARM VEHICLE PEDESTRIAN lYPE e. E. c. SIGNAL I SIG. LUM. POLE : MASTARM PPB @ SV-2-T0 MAS 1111111( SP-. T 1114P;( 26-4-80 45' 12' ~-)K Jf ~!i' )(1116 1118)( MAS 111€1( 116~4FJ( ,,, ® 26,X:100 ~ ~ X ~ sv~ ~:* SP~ X* -*lf4Fl P ' © 17-3-80 20' 12' SEE Pv.N SV-1-T MAS IIIE ■ SP-1-T 1116P ■ • 1118 ■ iJ6F ■ ® 24-3-100 35' 12' 1),o' 1-SV-2-TB MAS 1118* SP-1-T -1116P* * 1' •1110 1118* *lf6P ® 29-5-100 50' 12' t-( ,'I( ft22iJ8 MAS 12* SP-1-T iJ2P* -sv-,-MAS 1115• * 12, I ~ *,a 1· 1112P* ® SV-2-TB SP-1-T 19-3-80 30' 12' -15' 2.5' MAS Ill~■ 1112P ■ • ■,2 ,e • 1112F ■ ® SV-1-T 16-3-100 20' -16' >$ MAS IJ4 IJ4 ® SV-2-TB SP-2-T 1112P 15 30' 12' 16' -3' ••1 1n iJ2P IJ4P -• "" RED ARROW, YELLOW ARROW, GREEN ARROW . * "' EQUIPMENT RELOCATED FROM ■ ■ "" EQUIPMENT RELOCATED TO * REMARKS ~ EQIJIPME:~ff TQ, ~'(IStUt ~ f6Le b AS-NO+-E:~ •car Coun G EQUIPMENT FROM • r RELOCATE EXISTI& EQUIPMENT TO POLE LOCATION D Af3 NOTED. • J . , . "Paseo Del Norte•■ ■250W HPS RELOCATED EXIS~G EQUIPMENT FROM mm m [21 POLE LOCATION C Af3 NOTED. "Paseo Del Norte• * *250W !-iPS RELOCATED EXIS~G EQUIPMENT FROM mm m ff21 POLE LOCATION F Af3 NOTED. "Car Country Dr"* *250W HPS RELOCATE EXISTW EQUIPMENT TO POLE LOCATION E Af3 NOTED. "Car Country Dr■ ■250W HPS ALL NEW EQUIPMENT m m 0 m "Paseo Del Norte" EXISTING EQUIPMENT TO REMAIN 250W HPS MAST ARM MOUNTED SIGNS @J PHASE SEQUENCE DIAGRAM VEHICLE AND PEDESTRIAN MOVEMENTS ,-., NOT f <r--<> USED 4 I _) <r--l> NOT ¼ f USED NEMA PHASE DESIGNATIO 1111 1112 1113 IJ4 ¢5 1116 ¢7 SEQUENCE Wl11-I CALLS ON ALL PHASES DETAIL "A" [f] OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM 3M "OPTICOM DETECTOR" APPROACHING AB-121 VEHICLES ...--r-, ASTRO MINI-BRAC --_:_=:J---j OR EQUAL ~ DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT FIELD NUMBER NUMBER TERMINALS 1 ,2 -VIDEO 2 ,2 -VIDEO 3 1112 -VIDEO 4 1112 -VIDEO 5 1115 -VIDEO 6 1114 -VIDEO 7 1114 -VIDEO 8 1116 -VIDEO 9 1116 -VIDEO 10 ¢6 -VIDEO 11 ,1 -VIDEO 12 1118 -VIDEO 13 ¢8 -VIDEO 2P 1112P 112U T8-4 &: COM6 4P 1114P 112L T8-5 &: COM6 6P 1116P 113U T8-7 & COM9 t CONDUCTOR SCHEDULE p CONDUIT SIZE AND RUN AWG SIZE H POLE OR OR A CIRCUIT 3• CABLE lYPE s E NO. 14 CABLES POLE -B C POLE -D 0 C N 3 0 POLE -E D N POLE -G u D C u POLE -H T 12 C 0 T R 0 R TOTAL CABLES -3 CON / 12 CON 10 IISNS 2 2 2 2 0 0 10 LUMINAIRES 2 2 2 2 2 0 8 GROUND 1 1 1 1 1 1 2+5 EVPE 1 1 4 EVPE 1 1 DLCM 1+6 EVPlt 1 1 TOTAL 0 0 2 1 0 J COAX (VIDEO DETECTION BELDON 8281) 1 2 3 1 0 4 VIDEO POWER (3#16) 1 2 3 1 0 4 SIC (6PR#20) 1 1 1 0 0 1 TOTAL CONDUCTORS / CABLES 12 16 2J 12 6 2G PEDESTRIAN PUSH BUTTONS PER EXIST EXIST EXIST EXIST EXIST EXIS ADA REQUIREMENTS ~ R73-2(CA) [®]R3-4 POLES@&:@ ~=w, ' MAST ARM STAINLESS STEEL BAND EVA 1112+1115 J12U T9-4 & COM6 POLES@&:@ ------ EXISTING 3'C, 1 SIC TO CONTROLLER AT PASEO DEL NORTE/PROJECT DRNf:NAY INTERSECTION (APPX. 700 L.F.) ------- 4' PASEO DEL NORTE VARIES ----------L 185' TO 36 _, -------------- 1 cRosswff · .. r7 I I -nl 1 I I I I I L_J 12' r------, 11' 4 L..-----....J VARIES 4' ~:======~=-=--=-=-=-=-=-=-=-=-=-=..::-~·=-=-=-=-=--=--=:--=-=-=-=-=-=-=-=-::-==========-:=-=--======~-----=~ ~~~ R/W REFERENCE DRAWING •424-3 ' TRAFFIC SIGNAL CONSTRUCTION NOTES (11-IIS SHEET ONLY) OJ EXISTING CONTROLLER AND EQUIPMENT TO REMAIN. [Ij EXISTING METER PEDESTAL AND EQUIPMENT TO REMAIN •. I]) INSTALL MAST ARM MOUNTED SIGN PER DETAIL "U", CALTRANS STANDARD Pv.N ES-7N. SIGN lYP! AS NOTED ON Pv.N. [fj INSTALL SINGLE CHANNEL E.V.P.e:. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL 011-IER HARDWARE: NECESSARY. SEE DETAIL "A" 11-IIS SHEET. I}) FURNISH AND INSTALL lYPE "A" INTERNALLY ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN PER CALTRANS STANDARD Pv.N ES'-70. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER ANO LOWER CASE LETTERS. [fil INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDG_E OR APPROVED EQ_UAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR All APPROACHES Af3 SHOWN ON Pv.N, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN TI-IE c_oNTROLLER CABIN~/. ,VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILWf< EQUIPMENT. VIDEO DETECTION i.;.o.M[RAfJ SHALL BE MOUNTED ON SIGNAL MAST ARMS USING MANUFACTURER-APPROVED RISER (PELCO "Af3TRO-BRAG" BRACKET W111-I A 7 4 • RISER MOUNTED ON TI-IE BACKSIDE OF 11-IE SIGNAL MAST ARM). VIDEO DETECTION SOFTWARE SHALL BE V.TEST VERSION. [I) RELOCATE EXISTING MAST ARM MOUNTED SIGN TO NEW LOCATION Af3 SHOWN ON Pv.N, I]] RELOCATE EXISTING EVPE EQUIPMENT TO NEW LOCATIO~ Af3 SHOWN ON Pv.N. m RELOCATE EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN TO NEW LOCATION Af3 SHOWN ON Pv.N. !10! RELOCATE EXISTING VIDEO CAMERA TO NEW LOCATION Af3 SHOWN ON Pv.N. (D] REMOVE EXISTING TYPE I BARRICADE AND SIGNS. lg] INSTALL POLE MOUNTED R9-3o SIGN PER CALTRANS STANDARD Pv.N RS4. PASEO DEL NORTE = 40 MPH THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY DECLARATION OF RESPONSIBLE CHARGE I HERE0'1' DECv.RE THAT I AM 11-IE ENGINEER OF WORK FOR 11-IIS PROJECT, '11-IAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 11-IE DESIGN OF TI-IE PROJECT AS DEFINED IN SECTION 8703 OF 11-IE BUSINESS ANO PROFESSIONS CODE, AND THAT TI-IE DESIGN IS CONSISTENT W111-I CURRENT STANDARDS. I UNDERSTAND THAT 11-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 11-IE CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LINSCOTT, V.W & GREENSPAN, ENGINEERS ADDRESS: 4542 RUFFNER STREET, SUITE 100 cnv, ST: SAN DIEGO, CA 92111 TELEPHONE: (858)J09-~00 0'1': ~J/ dJ_ V SAUL M. KANE R.C.E NO.: 61311 REGISTRATION EXPIRATION DATE: JUNE 30, 2009 E .. "'< "'· k' '11< g 61311 &p. JJn~ 30. CiV\\.. ; C~\; rr1n rj~ I X I I ~ I 4' 14' I 6 11 7 1 I I I I I I I I : ~: -~ L~ 4 EVPE 1114 1114 Ci--...11-r. r~~~-rr:::----,-----~1.// ~ r-7 r---, w > 0:::: 0 >-0:::: 1-z :::> 0 0 0:::: (5 20' I I I I I I I ~-+-...ii I I I I 113:: 12 I I I I I I I I I I I I I I I I L_.J L ___ .J 1118 12' 20' --------, 11 1111 -----------....--~ 8 EVPE 1111 +1116 EVPE 1112 +1115 -10 VIDEO DETECTION ZONE - BCR 22' 12' 10' 12' 22' FACE OF CURB POLE LOCATION DETAIL NOT TO SCALE - EVB EVC EVD Fv.SH J2 - !04 J13U T9-7 &: COM9 1111 +1116 J12L T9-5 &: COM6 1118 -J13L T9-8 &: COM9 114U TS-10 &: COM12 / EXISTING 2"C 2l~(SERVICE), 2#8(LIGHTING), :lf10(11SNS) c_ - IF 11-IIS TRAFFIC SIGNAL IS NOT INSTALLED Wl11-IIN ONE ( 1) YEAR OF CllY APPROVAL, Pv.NS MUST BE RESUBMITTED FOR - Pv.N CHECK NINElY (90) DAYS IN ADVANCE o, BEGIN CONSTRUCTION DATE. NO WORK SHALL BEGIN ON 11-IE TRAFFIC SIGNAL Wl11-IOUT PRIOR WRITTEN APPROVAL 0V 11-IE CllY ENGINEER. r, I I I I I I I 8 11116 I I I I I I L.. ..J 185 TO I •c~OSSWALK1 m EXISTING 2"C, CONDUCTORS 0V SOO&E EXISTING SERVICE POINT "AS BUILT", !.th,/11 REVIE ED BY: , #tlttJ CATE NOTES l----+--+-----------1----1----1----1-----I ~ CITY OF CARLSBAD I SHWS3 I ~ E:NG/NffRINQ OEPARTME:Nr FOR TRAFFIC SIGNAL GENERAL NOTES, SEE SHEET 1 LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) LLG J-086371. 1 TS2-6371.DWG J/12/09 Designed Sy: SMK Drawn By: DYS Checked By: JPK t:ll TF INITIAL Dl,T£ IN117AL F:NCINE£R OF WORK REVISION DESCRIPTION OTHE:R APPROVAi. t:llTC INl17AL CITY APPROVAL Improvement Plans for: PASEO DEL NORTE and CAR COUNTRY DRIVE APPROVED DAVID aP~1Ull'tf\J61Nflll E:XP. ~/~7l_o1 ' OAT£ OWN.BY: CHKO am PROJE:Cr NO. DRAWING NO. RVWO BY: (3111" MS07-02 460-lB I ~ ~ ij ! l ~---------------------------------------------------------------------------------------------------------------------w-.o-.-N-o-. -MS-0-7--0-2--Y-.W-.-D.-4-6_0 ___ 1_B_J% BIN : 042909