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HomeMy WebLinkAbout1966-SFM R Y FIVE SECTION O SIGNAL HEAD I /Y INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV -2—T TO POLE PLATE THREE SECTION SIGNAL HEAD TERMINAL COMPARTMENT FIVE SECTION SIGNAL HEAD MOUNTING DETAIL. NOTE, ALL SECTIONS 12' DETAIL *A* SIGNAL DISPLAYS SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR 1 1/2" TO 3/4" REDUCCER e ' PELCO AB -0155—L OR AB -0132-L MAST ARM MOUNTING CLAMP FOR, EVP OPTICAL DETECTOR EXIST, C & G �-- , cV Z O "R" CAB. c ° p G Q O PLAN EXIST. C & G 2' MIN. „R" cae. • d. PAD -\ . p 0 p Q f'V'I 0 ° 10" SECTION TYPE °R° CABINET FOUNDATION AND. PAD DETAIL. C:\drawings\Jobs\Signals\14414titlesht.dwg Feb 24, 2004 — 1:57pm * IF X - 10' USE THESE DIMENSIONS ** IF X - 11' USE THIS DIMENSION WITH OTHER X DIMENSIONS CROSSWALK DOUBLE YELLOW STRIPE STRIPE OR MEDIAN CURB FACE OR - - - - - - - - LIMIT LINE 2'* 3'** X* REFER TO PLAN FOR REMAINING LOOPS 5'* LEFT TURN LANE 3'* — — 8" WHITE TURNING LANE UNE — — X-6' 2 X 10' Iwo[ 6' X-6., INSIDE THRU LANE 2 -{� - - 4" LANE LINE OR 8" TURNING LANE UNE - 3' 7 10' 6, OUTSIDE THRU LANE I 51 1 ALL DIMENSIONS TO OF STRIPE LOOP DETECTOR PLACEMENT. REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS REMOVABLE STEEL CAP I_ EE SIGN TAB" -- DETAIL 8'-0" ARM LENGTH 60" 48" 4"- 16 Y2" BLVD y COUPLING Da Creek72 O O FOR W RING ANNE T& S 6�1 _) 6„ BY OTHERS) 8 —0 NOTE: LB CONDULET, SJO CABLE, HANGING HARDWARE & SIGN BY OTHERS ARM TUBE SIZE LENGTH BASE PLATESAST & FLANGES END O.D. x BASE O.D. x THK. 8'-0" Grade BSteel 2 3/8" x 3 1/2" x 11 GA. GENERAL NOTES BACK CLAMP SHAFT W 4 BOLTS BASE PLATESAST & FLANGES (ASTM A-307) PIPE Grade BSteel MATERIAL SPECIFICATIONS SIGNAL POLE Groundflush with se metal LONGITUDINAL WELDS All welds shall conform to AWS D1.1 weld spectfocotion DIAMETER AT STRUCTURE 24' ABOVE - o dip galvanized per ASTA-153 - FINISHED GRADE I RITE fi CLAMP n accordance with t e pecificatlon for Structural Supports of Highway Signs, Luminaires and Traffic Signals. AASHTO 1994 1 1/2" DL4. occor ance with the'Specification for Structural Supports of Hiyhwoyy Signs, Luminares and Troffic Signols. AASHTO 1994 OEBURRED SIGMA! POLE CaOALME? N IP DIA. HOLE IN x IgF A TYPE WL WITH 3 -16UNC BLUNT T- - { POINT SCREW�APPING (PILOT HOLE TO BE FIELD DRILLED) NOTCH OR DRILL FOR DRAINAGE 1' DIA. HOLE W GROMMET IN (FIELD DRILLED) CLAMP DETAIL GENERAL NOTES MATERIAL SPECIFOTIONS SHAFT Steel of 48,000 psi minimum yield after fabrication BASE PLATESAST & FLANGES A-35 Steel ASTM A-36 Steel PIPE Grade BSteel MATERIAL SPECIFICATIONS BUTT WELDS Groundflush with se metal LONGITUDINAL WELDS All welds shall conform to AWS D1.1 weld spectfocotion FiNUFMA-TING STRUCTURE o dip galvanized per ASTM A-123 WAR o dip galvanized per ASTA-153 I RITE STRUCTURE HARDWARE n accordance with t e pecificatlon for Structural Supports of Highway Signs, Luminaires and Traffic Signals. AASHTO 1994 WELDINGn occor ance with the'Specification for Structural Supports of Hiyhwoyy Signs, Luminares and Troffic Signols. AASHTO 1994 cta AS REQ " -� RAD. 949 Ta G.,. DRILL SIGN TAB DETAIL HORIZONTAL IISNS MAST AR C E.C.R O —L- u " " x B — B ' O O :V co POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) I.I.S.N.S. LEGEND DETAIL. LE W W 3 b Y VICTORIA STREET I� t . ► f 11` OAKCREEK f1 CT _� g�RTRAND BASE LINE$ a ROAD W : MILLER ........... — AVENUE auxc" � FOOTHILL '. BOULEVARD ARROW °c ROUTE 6TH STREET 4THI STREET lo Jl dJ/J O =TRAFFIC SIGNAL LOCATION j LOCATION MAP. NOT TO SCALE GENERAL NOTES 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and Standard Specifications dated July 1992, as shown on the plans and in the Special Provisions. 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends to city stencils. Reflectorize all signs, stripes and legends. 3. Pavement markers and painting procedures for striping per Standard Specifications for Public Works Construction, latest edition. 4. Locate all substructures prior to construction. Hand dig foundations until clear of obstructions. Coordinate pole installations with overhead utility or substructure owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct his operation in such a manner as to protect not only the utilities and substructures shown, but other utilities or substructures that are not shown on these plans. 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final placement. Perform preliminary striping layout prior to loop detector layout. 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as shown, 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 50 amp metered), illuminated signs (one 15 amp metered), and safety lighting (one 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and scheduling well in advance of need. 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be the Contractor's responsibility to provide the correct conductors required for the intended operation. UTILITY COMPANY ELECTRICITY — SOUTHERN CALIFORNIA EDISON COMPANY GAS — SOUTHERN CALIFORNIA GAS COMPANY PHONE — VERIZON TELEPHONE COMPANY WATER — CUCAMONGA COUNTY WATER DISTRICT SEWER — CUCAMONGA COUNTY WATER DISTRICT UNDERGROUND SERVICE ALERT TEL. NO. INDEX OF SHEETS. 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS 2 OF 2 TRAFFIC SIGNAL PLAN Day Creek Blvd. and Oak Creek Ct. (909) 947-8269 (800) 357-6221 (760) 245-0330 (909) 987-2541 (909) 987-2541 (800) 227-2600 DRC 2002-00653 1 N0. DESCRIPTION OF REVISION DATE CITYAPPROVED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL ELECTRICAL DETAILS Day Creek Boulevard and Oak Creek Court APPROVED BY: DATE: CITY ENGINEER R.C.E. No. 2495 DESIGN PLAN PREPARED BY: #14414 RECOMMENDED PJK WILLDAN, DRAWN Serving 9 Public Agencies SHEET 2704 Centro Drive, suite 270 PJK oothil P h. Catiforni0 92610 2 907 4 lox 949/770-9041 OF CHECKED DRAWING No. �% R.C.E. No. 48774 %- - DAT#F FILE No, /q&6 _� POLE SCHEDULE STANDARD LUMINAIRE I.I.S.N.S. I SIGNAL MOUNTING PED PUSH BTNI POLE LOC. I ,%.-... �„r CONDUCTOR TABLE f'�1 LAIC+ SV1121-1 [j]FURNISH AND INSTALL 8 PHASE NEMA TYPE "90” CONTROLLER ASSEMBLY WITH DETECTOR SENSORS BERTRAND D AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET (SEE SPECIAL PROVISIONS). EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SHT. 1 FOR PEDESTAL AND PAD DETAIL. STRIPING NOTES 2 FURNISH AND INSTALL TYPE III—BF SERVICE WITH ONE 5OA—IP CIRCUIT BREAKER FOR METERED SIGNALS, ONE 3OA—IP CIRCUIT BREAKER FOR UNMETERED LIGHTING AND ONE 15-9 CIRCUIT BREAKER FOR METERED I.I.S.N.S. SEE SPECIAL PROVISIONS AND CITY STD. PLAN 407, Q SANDBLAST OR GRIND AS APPROPRIATE TO REMOVE EXISTING CONFLICTING STRIPING AND RAISED PAVEMENT MARKINGS. [33 INSTALL SIGN/POST PER CITY STD. PLAN 401-8 vr O PAINT 4" DOUBLE YELLOW CENTER LINE / CITY STD. PLAN 133 Rl FURNISH AND INSTALL SINGLE INPUT. SINGLE OUTPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM, SEE SHEET 1 FOR DETAIL (UNLESS SHOWN OTHERWISE), Q PAINT 8" WHITE / CITY STD. PLAN 133 5 FURNISH AND INSTALL SIGN ON MAST ARM FOR PER STATE STD, PLAN ES -6T DETAIL U. 4 INSTALL TYPE IV(L) ARROW MARKING 6 CONSTRUCT RAMP PER CITY STD. PLAN 102, REMOVE DECORATIVE RIVER ROCK PAVING AS DIRECTED BY THE ENGINEER, SCALE: P - 2(Y 5 7 PROTECT EXIST. S.I.C. TO SUGARGUMST. AND INSTALL IN NEW 2"C TO CONTROLLER CABINET. INSTALL�,NO��s�``, O NEW 12PR.#19 S.I.C. IN EXIST, 11/2"C C TO BASE LINE RD. (875 i). C4877 PAINT 12" WHITE CROSSWALKS OR LIMIT LINE AS SHOWN, 4 Q PAINT 100 SOLID 4 WHITE / TYPE G RPM AT END POINTS. 7 ® PAINT 4" DOUBLE YELLOW MEDIAN /CITY STD. PLAN 133 EXISTING STREET LIGHT TO 8E REMOVED BY OTHERS, � EXP. 8-30-04 0 SERVICE POINT — EDISON HANDHOLE, COORDINATE INSTALLATION OF SERVICE CONDUCTORS WITH EDISON, cy CONTACT DAVID JONES (909)357-6221, s? �c ENC+ T or CAL F C:\0rowings\Jobs\Signals\14414signol.dwg Feb 24, 2004 — 1:53pm