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HomeMy WebLinkAbout1592-S INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE GENERAL NOTES * IF X 10' USE THESE DIMENSIONS 0 LI 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and `l Standard Specifcations dated July 1992, as shown on the plans and in the Special E.C.R Provisions. ® CROSSWALK DOUBLE YELLOW STRIPE STRIPE 1j 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic OR MEDIAN CURB FACE OR Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends LIMIT LINE 0 to city stencils. Reflectorize all signs, stripes and legends. FIVE SECTION . O SIGNAL HEAD 29* 3. Pavement markers and painting procedures for striping per Standard Specifications for Public Works Construction, latest edition. THREE SECTION l�"_Er B" SIGNAL HEAD f 'i�-4. Locate all substructures prior to construction. Hand dig foundations until clear of REFER TO PLAN FOR REMAINING LOOPS 5'* 0 obstructions. Coordinate pole installations with overhead utility or substructrure 10'* r� O 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 LEFT TURN LANE 3'* cl� or substructures that are not shown on these plans. U s" WHITE TURNING LANE LINE Oj 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final TERMINAL COMPARTMENT IX-61 placement. Perform preliminary striping layout prior to loop detector layout. 2 POLE LOCATION CODE 6. Loop detectors shall be 6 foot by 6 foot, except as noted. Center loops in the travelled portion of the lane, except as shown. FIVE SECTION SIGNAL HEAD 7. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as X 10' 6' (EXACT LOCATION BY ENGINEER IN THE FIELD) shown. SV-2-T MOUNTING DETAIL 8. Electrical services shall be 120vo%240volt. Provide circuit breakers for signals (one 01-1 50 amp), illuminated signs (one 15 amp), and safety lighting (one 30 amp per 1200 watts or portion thereof. Coordinate service detail and scheduling well in advance of INSIDE THRU LANE X-6' need. See Standard Plan No. 407 in the Special Provisions. 2 4" LANE LINE OR 8" TURNING LANE UNE 9. 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 3' intended operation. R Y R 10' , 6 + C Y Y » S-� 3„ 16X 8" UC-6" LC , » A LZ A C OUTSIDE THRU LANE I Y on owl ^» `t UTILITY COMPANY TEL. NC'_ Le 5 1 ' 040 &-- - MAS-5A ALL DIMENSIONS TO (j OF STRIPE ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 A„ R,Y,G =0 2.0 4.0 6 or 0 g PHONE - GENERAL TELEPHONE COMPANY (909) 608-1230 DETAIL PACIFIC TELEPHONE COMPANY (800) 227-2600 YA.GA a 0 1,0 3,0 5 ar 0 7 WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 LOOP DETECTOR PLACEMENTSEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 I. I. S. N. S. LEGEND DETAIL UNDERGROUND SERVICE ALERT (800) 227-2600 PROTECTED/PERMISSIVE REFER TO PLAN FOR DISTANCE SIGNAL DISPLAYS TO ADVANCE DETECTORS EMERGENCY VEHICLE PREEMPTION DETECTOR N c W E 1 1/2- TO 3/4- REDUCER 4"REDUCER $ INDEX OF SHEETS 0 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS PELCO AB-121 O 2 OF 2 TRAFFIC SIGNAL PLAN BASE LINE ROAD Rochester Avenue and Chervil Street MAST-ARM _ W ZERRA VISZA pq� ��qr W W Z Q a Uj MAST ARM MOUNTING z ¢ CHURCH ST. CLAMP FOR CHURCH ST. MODEL 522 OPTICOM DETECTOR �� �F f AGF LO A� �o R 15 DRIVE \►�— MAYTEN AVENUE (*" CHERVIL � STREET FOOTHILL 6 6 BOULEVARD VEHICLE SIGNAL HEAD z r7 w NO. DESCRIPTION OF REVISION DATE ��ED TERMINAL �� ��i MASI DRIVE w COMPARTMENT % CITY OF RANCHO CUCAMONGA TERMINAL i N W COMPARTMENT CENT R DRIVE o �' 3 � �o TRAFFIC SIGNAL ELECTRICAL DETAILS UNIMOUNT ' - ' UNIMOUNT ARROW ROUTE ROCHESTER AVENUE MOUNTING �,.�` MOUNTING and L J L _ _ CHERVIL STREET 16" MIN. = TRAFFIC SIGNAL LOCATION QROFEss/ APPROVED BY: , — � DATE: ' �3' SIDE MOUNTING DETAIL MOUNTING HARDWARE �� ���, s• £isF F CITY ENGINEER/- R.C.E. � � DESIGN LAWRENCE S. EISENHART RECOMMENDED. J No. 13493 L.S.E. CONSULTING ENGINEER SV-1-UM MOUNTING LOCATION MAP * Exp. 3-31-01 * DRAWN 2070 Locust Court SHEET San Bernardino, California 92404 CIV1\. L.S.E. Tel: ( 09) 864-5406 �ax: (909) 864-5047 OF VEHICULAR SIGNAL SCALE: 1"=0.5 MI. �� CAt CHECKED DRAWING NO. uwREHCE 5. R.C.E 13403 C/Z 7 1592-S CONDUCTOR SCHEDULE DETECTOR SENSOR TABLE POLE AND EQUIPMENT SCHEDULE SENSOR LOOP RACK CONTROLLER TEST SWITCH A.W.G. LABLE POLE DETECTOR PLACEMENT PED PUSH RUNS NO. CHANNEL POSITION INPUT SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS HPS OR CIRCUIT A I A A A A A 1 3 3 1 —E-08 08 WB THRU N0. SIGNAL LUMINAIRE " " POLE MAST ARM POLE LUMINAIRE I.I.S.N.S. D.L.C. �1\ T2� �3\ �4� �5� �6� �7� Q8 1 DESCRIPTION C" B" E" ARROW L_� L_� L_a L_.� L_� L_A 'L Z\_1 2 4 4 2—E-08 — �/ MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 0 1 VEHICLE * 3 3 3 3 3 3 3 6 1 1 1 1 -N-06 06 SB THRU ;A i 15 - 15' 3' 7' - SV-2-TA - SP-1-CS 8 --�- 20OW - fa 2 VEHICLE 3 3 3 3 3 0 4 VEHICLE 3 3 3 2 2 2 2 2—N-06 — IC, 15 - 12' 3' - 7' SV-1-UM - SP-1-CS 6 20OW Rochester 8000 0 5 VEHICLE * 3 6 3 1 7 7 1 —S-02 02 NB THRU S+ N �\C�i 26-4-80 40' 15' 3' - 7' SV-1-UM /MAS-5 SP-1-CS 4 -�--- 200W Chervil 11 900 fd 6 VEHICLE 3 3 3 6 ICD 15 - 15' 3' 9' - SV-2-TA - SP-1-CS 4 �- 20OW fa 8 VEHICLE 3 3 3 3 2 8 8 2—S-02 - \ _ #14 0 2 PEDESTRIAN 2 2 2 2 2 4 1 5 5 1 —N-01 01 SB LEFT i`E�� 15 - 12' 3' - 9' SV-1-UM - SP-1-CS 2 �-- 20OW Rochester 80 0A 0 4 PEDESTRIAN 2 2 2 2 2 4 2 6 6 2—N-01 —6 PEDESTRIAN 2 2 2 4 �`F�1 26-4-80 40' 15' 3' - 9' SV-1-UM /MAS-5 SP-1-CS 8 -�-- 20OW Chervil 11 fa 5 1 1 1 1 1 1 -S-05 05 NB LEFT 0 8 PEDESTRIAN 2 2 2 4 2 12 12 2-S-05 - s G 1-A - - 3' 7' - TV-1-T - SP-1-CS 6 --�- - - 0 2 P.P.B. 2 2 1 2 SCALE 1 =20 fa 4 P.P.B. 1 1 1 1 1 1 1 2 6 1 9 9 1 —W-04 04 EB H 1-A - - 3' - 9' TV-1-T - SP-1-CS 2 --+► - - 0 6 P.P.B. 1 2 1 2 2 10 10 SPARE - * Arrows shall 0 8 P.P•B• 1 2 1 1 13 PP 1 OPTICOM 01 &06 - �� �� point easterly P.P.B. COMMON 1 1 1 1 1 1 1 2 7 NOTE: POLES IC) thru �F�I are existing. Contractor shall furnish and install new POLES GO and G most arms mountings, vehicle signal SPARES 3 3 3 3 3 3 3 6 2 14 PP2 OPTICOM 02 &05 — heads, pedestrian signal heads, pedestrian push buttons, and internally illuminated signs and other equipment as shown on the plan. TOTAL #14 13 19 22 26 22 19 13 57 12 I.I.S.N.S. 2 2 2 2 2 2 - - 2' LUMINAIRES 2 2 2 2 2 2 2 - #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 ' ' CONT. TOTAL J10 3 1 3 3 3 3 1 3 3 2 SHOPPING CENTER ENTRANCE z • ' . . ' , CAB. 0 1 DETECTOR 2 TRAFFIC SIGNAL CONSTRUCTION 0 0 2 DETECTOR 2 2 2 2 2 & MAINTENANCE EASEMENT TYPE i 1 � N ` " CONTROLLER •`• � =d C 0 4 DETECTOR 1 1 1 20' 1 CABINET D.L.C. 0 5 DETECTOR 2 2 2 2 2 -- , - SIDEW 06 DETECTOR 2 08 DETECTOR 2 2 2 6'x10' SIDEWALK TOTAL D.L.C. - 1 1 6 6 4 4 1 11 1 PLAN SECTION ,o" OPTICOM CABLE 1 1 I o �, �, �, �, �, �, FOUNDATION DETAIL SIZ12-3- CONDUITI 6'x,o' 3 Existin 1 1 2" C & ICC w 5 PB `n ' ! I .- TRAFFIC SIGNAL CONSTRUCTION � / /� = INDICATES EXISTING CONDUIT. every 00' to future traffic signal L_� I Q= INDICATES NEW CONDUIT, i /2� & MAINTENANCE EASEMENT controller, stubbed beyond NW curb i' 6'x10' 5' 2 12 IISNS) return at Malaga Drive. * = TERMINATE UNUSED RED CONDUCTOR IN TERMINAL C' 410 LIGHTING) COMPARTMENT ON POLE AT END OF RUN FOR Existing 1 1/2" C & ICC w/#5 -- -- FUTURE FULL LEFT TURN PHASES. PB every 200' to NW comer of ^ G •�—• B�� 2" C, 2#6 SERVICE Foothill Blvd. & Rochester Ave. \ 6 /3\ (SERVICE) 340' TO BACK L 1 _40- -1-6'x IL _\ 6'x10' �`,�( 1 2 OF CROSSWALK • e 8p 5 C14 A • �E 04 04 � 2" C, 1 DLC 06 DETAI • 2" C, 2 DLC _411- E E 02&05 Cri 06 � — � E E LO 54" SD 54' SD 5r SD 0" D• I I Z Z ro LO -S-0P R-S-05OCHESTE0 -5A AVENUE Iffw - FO { 4 4 10' 15' - - --+-3o 12 -E 3q 15' 10 16 » 2O 10` N MAS-5A 2-N-0 1 1 -N-0 1 N 8 02& S Sr in U-) ;° l9 Ile 0 02&05 3E1\ 0 1&06 6 n LO I A T DET 'A•. 0 L 4; 1&06 FO J • • • • _ YI " 2. F 1 0 2 C, 1 DLC PIP2" C, 2 DLC 6 e2 C ,DJ08A n \ 'x1� / n i7 ` 5� 340' TO BACK Z" _� )'`. 4 ` d 6 L2\-, OF CROSSWALK � E � 6.x10 H PHASE DIAGRAM 2-E 8 , J ( 01 02 03 04 � • 4 > W Q 3 W In 0 * / NOT USED CONSTRUCTION NOTES 1❑ — Furnish and install 8 phase NEMA Type "90" controller assembly with detector ~ --� sensors and auxiliary equipment in a Type P" cabinet (see Special Provisions). V ,i loe Install interconnect termination per Standard Plan 408. Exact location to be I / NOT USED I CITY determined by the Engineer. Construct P.C.C. foundation as shown on the * I NO. DESCRIPTION OF REVISION DATE detail on the plan. I I • 3 �� i I m N 20 — Existing Service Equipment Enclosure to be used. Existing 120v/208v service 18' 18' No 05 06 07 08 CITY OF RANCHO C U C A M O N G A to be revised by SCE to provide 120v/240v service. Furnish and install one i 0 50A-IP circuit breaker for metered signals, two 30A-IP circuit breakers for unmetered lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. L I ii 1 30' 30' b o TRAFFIC SIGNAL PLAN Contractor to re-wire ligghting to serve from this pedestal. Contractor shall coordinate this work witF� Southern California Edison Company. * = PERMISSIVE LEFT TURN ROCHESTER AVENUE 3 /t � — Furnish and install OPTICOM Model 522 Optical Detector on signal mast arm per I 1 -E-0CONTROLLER SHALL BE PROGRAMMED FOR detail this sheet. Phases shall be as shown on the plan. Verify locations pnor BACKUP PROTECTION. ow to installing with manufacturer's representative. 4 CHERVIL STREET ® — Furnish and install R73-7 sign (36"X45") per CALTRANS Standard ES-6T, Detail U -� and tip tenon for future left turn vehicle head. \ a . ° NOTE: SPECIAL PROVISIONS F 0 R ROFESS Ip�� APPROVED BY: / �„ r DATE: Ql�l.�lGlLi��/�.:�1_� R.C.E. 5❑ — Construct 5'x5'x4" PCC pad & install pull boxes per plan. # �, � E S. r/ <e, CITY ENGINEER! ' ►� THIS WORK ARE ON FILE `S DESIGN LAWRENCE S EISENHART RECOMMENDED © — To be removed by others (SCE). c� I a L.S.E. CONSULTING ENGINEER • IN THE CITY ENGINEERS Na. 13493 4t Exp. 3-31-01 * DRAWN 2070 Locust Court SHEET HENBANE OFFICE, I E. an Bernardino, California 92404 `�I,q� L.S.E.CIV1v �� L.S.E. Tel: (,909) 864-5406 Fax: (909) 864-5047 OF 2 STREET FILE: P.M. 14022 (CUP 96-14) OF CALIF CHECK! D1592- -- LAWRENCE S. R.C.E. 13403 Qj