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HomeMy WebLinkAboutDWG 429-2B; CT 04-09; LA COSTA GREENS NEIGHBORHOOD 1.17 TRAFFIC SIGNAL; 01-02TRAFFIC SIGNAL GENERAL NOTES (SHEETS 1 AND 2) 1, THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANO NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. v~&C5C5 □@ @ □@~&~ o~~~@W[§~[§~lf@ [;?@[ru WORK TO BE bONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: STANDARD SPECIFICATIONS: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 3. ALL NEW PULL BOXES ANO COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH TRAFFIC SIGNAL ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. ~@0~@[§7J7JO& [s&~[§ &~@ [§@1JOOC§[s[s& @[§ ~&00 · 00@&@ 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2002 EDITION) 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. 6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12• IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN ANO PED- ESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS ANO PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A•, LE.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 LAYOUT ANO INSTALLATION OF TRAFFIC STRIPl~G, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL ANO TRAFFIC SIGNING SHOWN ON .. THIS PLAN. . . 10. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS ANO LEGENDS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING ANO INSTALLATION. 11. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. STOP SIGNS, "STOP AHEAD" LEGENDS, "SIGNAL AHEAD" SIGNS AND LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL IS ENERGIZED. 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR. 14. Fl--'SHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING F!--'SHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED ANO REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LANO SURVEYOR OR REGISTERED CIVIL ENGINEER AUTl-iORIZED 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 THE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND 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 INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS ANO SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. LUMINAIRES ANO I.I.S.N.S. SHALL HAVE TYPE IV P.E.C. GENERAL NOTES (SHEETS 1 AND 2) 1. THIS PLAN SUPERCEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF Pl.ANS. I I 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-Or-WAY PERMIT FROM THE 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 CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. S. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTI-lER APPROPRIATE AGENCIES. 6, 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 PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY' OF THE CITY UPON BEING SIGNED BY 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 AND 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) LABORATORY 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 INSfECTOR UPON COMPLETION OF THE FIELD TESTS. 12, A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND 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. . ', :' 1 ' ' : . ' ~ -· _ , , ,; r _ ___ ; . r ,,. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION 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 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 LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY' DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY' ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 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 INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE 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. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY' ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER). 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO F!JLL 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 BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED 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 AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED 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 S0G&E ............................................ _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 800 660-7 343 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 11c RECLAIMED WATERJ ............................................................ 760 438-2722 SAN DIEGUITO WATE DISTRICT ........................ : ................................................................ 760 633-2650 LEUCADIA COUNTY WATER DISTRICT ..................................................................................... 760 753-0155 VALLECITOS WATER DISTRICT ............................................................................................ 760 744-0460 OLIVENHAIN WATER DISTRICT ............................................................................................ 760 753-6466 BUENA SANITATION DISTRICT ............................................................................................ 760 726-1340 ' 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD Pl.ANS (JULY 2002), DOCUMENT NO. 769894, FILED JUNE 5, 2003. • · -,·, 4. FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMrNT. 5. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS (JULY 2002) SPECIAL NOTE: CONTRACTOR MUST NOTIFY TI-IE BUOW LISTED AGENCY AT LEAST lWO (2) WORKING DAYS PRIOR TO TI-IE COMMENCEMENT OF EXCAVATION: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 TRAFFIC SIGNAL CONSTRUCTION NOTES (SHEETS 1 AND 2) OJ INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE P~ING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT OCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C P OGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMNG CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM {UPS) SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTIN/l. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED Fl--'SH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL), BATTERIES FOR THE UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY · LOCK CORE AND LOCK. 11) INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50A-1 P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A, 120V I.1.S.N.S. METERED CIRCUIT BREAKER, 30A-2P, 240V LIGHTING UN~ETERED CIRCUIT BREAKER, 15A-1P, 120V Fl--'SHING BEACON METERED CIRCUIT BREAKER (IF NECESSARY). SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. I}) INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS NOTED ON PLAN. (±] INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (3M OPTICOM MOD.EL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E •. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" ON SHEET 2. @:) FURNISH AND INSTALL TYPE "A" INTERNALLY-IL(.UMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGN. SEE EQUPMENT $CHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. SIGN PANEL SHALL BE SIX FEET LONG. m INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON' LUMINAIRE MAST ARMS AND ALL WIRING AND ANCILLARY EQUIPMENT. (II INSTALL 4-SECTION VEHICULAR SIGNAL HEAD •• SEE DETAIL "B" ON SHEET 2. (!] INSTALL DUAL CHANNEL E.V.P.E. DETECTOR UNIT (3M OPTICOM MODEL 722 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, BLE AN ALL OTHER HARDWARE NECESSARY. SEE DETAIL "A" ON SHEET 2. I 9 INSTALL TYPE I ~ .. BARRICADE Wl~49 (CA.),SJGK PER CALTRANS~ PLAN ES-7P WtTI\ TWO f.'l·J• SX:61JS(6ACk T• 111,AtK.), __.....,..._~ ..... -'--.......... ......__.--,__./-··--·__......_----_.,.,...,-_,,.....__,,.......,_,,,,- CITY OF OCEANSIDE DECLARATION OF RESPONSIBLE CHARGE I HIGHWAY, PACIFIC OCEAN ., ···- CIT'( or ENflNITAS '11',· VICINllY MAP NOT TO ScAI..E CITY or VISTA \ I HEREJ:lY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DE$IGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BU~INESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CON~ISTENT 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, pF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK sJ_iJC Mf KANE R.C.E. 61311 I LINSCOTT, LAW & GREENSPAN, ENGINEERS ' 4542 Ruffner Street, Suite 100 . . . San Diego, Ca 92111 ' (858)300-8800 (858)300-8810 (FX) ' l LLG, J-056288. I ffi6286.DWG l 9/15/05 Des,gned B)!l, SMK,. .. ,,., .. : ,,.,. • Drow" By: QVS-•.. , •• ,!)_, cChecked By: SMK ' ; 'i//t/06 S'l"II< /r,. J'-(PJ..AC.E MENT )°H(iT 2. DATE INITIAL DATE INITIAL ENGINEER: OF WOR,I . REVISION DESCRIPTION OTHER APPROVAL . -~ -,, .. ~ 111,t,l. ETdw !IDME ltfltlAL CllY APPROVAL. ··-·· ,_ ' .. ENGINEER OF WORK UJy: EtGJNEER R.C.E, NO. 61311 . "AS BUILT 0 f'J IJ/k . RCE r, 1111 ExP. ,. /.A/()( r-l1t0 1: 1 ATE , . REVIEWED BY: ~ ~,di~ ~/2-1!0? INSPECTOR'° ~ DATE I SH1ET I CITY OF CARLSBAD I SH2ETS I ENGINEERING DEPARTMENT TITLE SHEET AND NOTES FOR: CT 04-09 POINSETTIA LANE and ESTRELLA DE MAR ROAD APPROVED LLOYD HUBBSJ. ,,y J.'. A .-, , -• fl, J.4':, -• ' .;,. .2;/4, ~ CITY ENGINEER' RCE ·,~ _ · EX0 1 ?/sl;Q---DATE DWl'I BV, I CHKD BY: RVWD av,. ·••' .. - PROJECT NO. a-p-4-0'I W.O. NO. BIN: . I DRAWiNO NO. 429-2B . r ; I . STANDARD PIJ\CEMENT DIMENSIONS EQUIPMENT SCHEDULE SIGNAL MOUNTING AND PLACEMENT LOc.1------,-MAS-T._AR_M-+---.--,-~1-----VEH-IC_L_E ___ -,--_P_E_D_E_ST_R_IAN _ ___, lYPE SIG. LUM. B. E. C. POLE MASTARM SIGNAL PPB 15 ® © 12' 1~ SV-1-T ,1. 40' 12' 35' - SEE Pl.AN SV-2-TB 9l6 9l8 SV-1-T ;2(17' SEE Pl.AN SV-1-T 9l8 SV-1-T 9l6(17' ® 19-4-12 30• 12· 1&1i X -~o• ,,., SV-1-T 112 MAS ;1• MAS 1116 MAS 112 SP-2-T ;2p ;3p SP-1-T 113P SP-1-T ;2p REMARKS ALL NEW EQUIPMENT 250W HPS "Estrella De Mor Rd" I]] III III [II ALL NEW EQUIPMENT 250W HPS "Poinsettia Lone" I}] m III III m ALL NEW EQUIPMENT "Estrella De Mor Rd" ALL NEW EQUIPMENT [}]@]II] 250W HPS • "' RED ARROW, YELLOW ARROW, GREEN ARROW 4 "' 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "B" THIS SHEET. SIGNS THIS SHEET I]] NOTE: 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR SHALL POTHOLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. DETAIL "B"[I] 4 SECTION VEHICULAR SIGNAL HEAD [!l]••-1 ◊OM1-3 ~R49(CA) - ,, R73-2 ~R3-4 (CA) POLE@ POLE@ ~ .,_,. m ,._,, POLE@ POLES~,®,@& ci:J LEGEND ~ CJ - ~ ,.. ~00 )!~( R y 0 0 0 ~ EXISTING J"C, 1 G GA . ,..---, EXISTING J"C, 1 SIC TO SIGNAL CONTROLLER AT POINSETTIA LANE AND EL CAMINO REAL INTERSECTION (APPROX. 1,01 O') ----= .. =-----::..----------- W3-3 ------ - 2·c. 4~.o-{IISN 4,TTJ LUMINAIRES), 1 8 (GROUND) ----- 5 2"C, 3.!12(SERVICE) 15' TO EXISTlf.JG SER'JiCE 2"C, 2#6(SERVICE) POINT (SDG&:E TRANSFORM[_,,___....._ _Q_!§P355), APPROX. 150'c/ .._.,, 12 CONTROLLER VEHICULAR SIGNAL HEAD PULL BOX SERVICE ENCLOSURE PEDESTRIAN HEAD VIDEO DETECTION ZONE VIDEO DETECTION CAMERA VIDEO DETECTION ZONE BCR FACE OF CURB EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT INTERNALLY ILLUMINATED STREET NAME SIGN POLE LOCATION DETAIL NOT TO SCALE EXISTING STRIPING PROPOSED STRIPING INSTALL TYPE IV(L) PAVEMENT ARROW AS INDICATED, THERMOPLASTIC INSTALL TYPE IV(R) PAVEMENT ARROW AS INDICATED, THERMOPLASTIC INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED, THERMOPLASTIC INSTALL "SIGNAL" PAVEMENT LEGEND AS INDICATED, THERMOPLASTIC r.i1 EVPE !01 +!06 ~EVPE 112 12" WHITE r - - - -..(tJi I I I I I 6 ~ I I L ______ J - PHASE SEQUENCE DIAGRAM VEHICLE AND ► * NOT NOT NOT PEDESTRIAN t .. MOVEMENTS <r--i> ¼ USED USED USED NEMA PHASE DESIGNATION 111 ;2 113 9l4 ;5 1116 1117 SEQUENCE WITH CALLS ON I,1+1116H1112+1116H ,8 H 1113 I ALL PHASES DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT FIELD NUMBER N~ TERMINALS > 1 1112 I2U T2-5 &: 6 < 2 ; -VIDEO ~ ~ .~ " -VluEO / }. 4 ,; J2U TJ-5 &: 6 { :::, - 6 1116 -VIDEO 7 1111 -VIDEO 8 1118 -VIDEO 9 1118 -VIDEO 2P 112P I12U T8-4 &: COM6 EVA 1111 +!06 J12L T9-5 & COM6 EVB ;2 J12U T9-4 & COM6 EVC !08 J13U T9-8 &: COM9 Fl.ASH -I14U TB-10 &: COM12 EXISTING 3"C, 1 SIC 2"C, 1 DLC 1 ---- 15' -------12' --- t 1118 - CONDUCTOR SCHEDULE p CONDUIT SIZE AND RUN AWO SIZE H POLE OR 3• OR A CIRCUIT 4 CABLE lYPE s E N0.14 CABLES POLE -A C POLE -B 0 C N 3 0 POLE -C D N POLE -D u D C u T 12 C 0 T 0 R TOTAL CABLES -3 CON / 12 CON 1 1 10 IISNS 2 2 10 LUMINAIRES 2 2 0 8 GROUND 1 1 1 LOOP 1 1 1 TYPE •a• DLC 6 LOOP 1 1 TOTAL 0 1 2 2 1+ 1 2 EVPE 1 1 DLCM a EVPE 1 1 TOTAL 0 0 3 COAX (VIDEO DETECTION BELDON 8281) 1 VIDEO POWER (3#16) I SIC (12PR#19) 0 TOTAL CONDUCTORS/ CABLES 9 PEDESTRIAN PUSH BUTTONS PER ADA REQUIREMENTS NEW EXISTING 3"C, 1 SIC TO SIGNAL CONTROLLER AT POINSETTIA LANE AND AUCANTE ROAD . TfRS£G+IO PROX. 2, 105') - 3• 1 1 -----~----r---R30 18)t.t::::~ ,,:----7--------;9)1 10' ____________ ....,_ --22 -a· --- ---- _, __ I I - ·--- , 2· -- --. -- I -----r ~----;r-- DETAIL "A" (II!] OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROt-.t END OF MAST ARM . 3M "OPTICOM DETECTOR" AB-121 ASTRO MINI-BRAC OR EQUAL MAST ARM STAINLESS STEEL BAND 2•c. 1 DLC POLE@ PEDESTRIAN TRAIL . I. . I i. ·.. ,"-. I . < . ,. . • l . < 4" PCC SIDEWALK TYPE B-1 CURB RAMP PER SAN DIEGO REGIONAL STANDARD DRAWING G-28 ADJUST EXISTING GUARDRAIL TO ACCOMODATE PEDESTRIAN CROSSING PEDESTRIAN RAMP DETAIL NOT TO SCALE - - I -I r-------, I I I I i:f2r 3 I I I I I L--___ _J --112d6 I 12" WHIT r-, 1.,.1 I ""11 I I I I I g I I I 112•-+--. l}JR3-18 - - I I / I DETAIL 38A., 85 L.F. 20' NOTES 1 ' I 12' I I 18' I I I I I I I I I I I I I L-J L_J Sl \ ~~' 'R4·7 !08 OHJ·J FOR TRAFFIC SIGNAL GENERAL NOTES, CONSTRUCTION NOTES SEE SHEET 1 LINSCOTT, LA.W & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 1 00 San Diego, Ca 92111 (858)300-8800 LLG J-056286.1 TS-6286.DWG Des;gned By: SMK Drawn By: DVS (858)300-8810 (FX) +/12/08 Checked By. SMK POINSETTIA LANE DESIGN SPEED = 50 MPH THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY 12' - 15' 2J ------ ---- R/W TRAFFIC SIGNAL INSTALLATION NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL, Pl.ANS MUST BE RESUBMITTED FOR Pl.AN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER) • BENCH MARK D£SCR/PTION: LOCATION: CAUTION: CONTRACTOR TO AVOID SDG&:E EXISTING UNDERGROUND FACILITIES AND CABLES. ' ELEVATION: ~ --- ENGINEER OF WORK R.C.E. NO. 61311 "AS BUILT" 1,-J !Ji~ P----'--=--if"--''-+...-~"---·~· -'-c--· ---~-~-----=-.,-=-'-"="--+---+---t----+--i ~ CITY OF CARLSBAD I SHE2ETS I ~ ENGINEERING DEPARTMENT TRAFFIC SIGNAL Pl.AN FOR: POINSETTIA LANE and ESTRELLA DE MAR ROAD SMK I REPLACES ORIGINAL SHEET SIGNED 9/25/05, RELOCATED CONTROLLER CABINET, ADDEO ADVANCED 1-----+---Jf'-LO~OP_INST_A_UA_TI--'ON_AN_D~PE~DE_ST_RIAN_RAM~P -----jl----+---+---Jl------i OWN BY: __ _ DATE INITIAL i--D_ATE_~I_NIT_IA_L -i--D_ATE~_IN_ITIAL-1 CHKD BY: __ _ ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: PROJECT NO. CT 04-09 W.O. NO. BIN: DRAWING NO. 429-2B