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HomeMy WebLinkAbout1744-S INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE GENERAL NOTES * IF X = 10' USE THESE DIMENSIONS 0—,7 ** IF X = 11 ' USE THIS DIMENSION - _ WITH OTHER X DIMENSIONS w 1 . Traffic signal and highwo safety lighting systems per CALTRANS Standard Plans and Standard Specifications dated July 1992, as shown on the plans and in the Special ® CROSSWALK E.C.R 77 Provisions. DOUBLE YELLOW STRIPE STRIPE w 2. Traffic siggns, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic OR MEDIAN CURB FACE OR Manual, tviaintenance Manual, and Standard Specifications. Conform pavement legends LIMIT LINE p to city stencils. Reflectorize all signs, stripes and legends. FIVE SECTION _--- ___-_. _-- -___ _-- ,* SIGNAL HEAD G 3,** 3. Pavement markers and painting procedures for striping per Standard Specifications for YTHREE SECTION „B„ -„B„ Public Works Construction, latest edition. SIGNAL HEAD �G 4. Locate all substructures prior to construction. Hand dig foundations until clear of G X* REFER TO PLAN FOR REMAINING LOOPS 50* c O O obstructions. Coordinate pole installations with overhead utility or substructrure 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'* or substructures that are not shown on these plans. U It e” wHrrE TURNING UNE LINE m 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final fT, RMINAL COMPARTMENT X-6' placement. Perform preliminary striping layout prior to loop detector layout. 2 POLE LOCATION CODE 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as __ _ _ __ . _ ___ _ - _..._ shown. '0710' EXACT LOCATION BY ENGINEER IN THE FIELD FIVE SECTION SIGNAL HEAD __ ,__ __ .. _. ._ . . _. . . 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 6 X 50amp metered), illuminated signs (one 15 amp metered), and safety lighting one MOUNTING DETAIL 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and scheduling well in advance of need. S, The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be X-6' the Contractor's responsibility to provide the correct conductors required for the INSIDE THRU LANE 2 intended operation. NOTE: 4" UNE UNE OR 8" TURNING LANE LINE ALL SECTIONS 12" 3 R NOTE: 411111 10, 6' O ALL SECTIONS 12" 7 its 3 G 81 16 /„ 8„uC_6„LC y 2„ „ OUTSIDE THRU LANE 4” UTILITY COMPANY TEL. NO. .� A O 5 1 , �O0 4 0 G G ALL DIMENSIONS TO CL OF STRIPE ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 O GAS - SOUTERN CALIFORNIA GAS COMPANY 800 227-2600 PHONE - GENERAL TELEPHONE COMPANY (909) 608-1230 - PACIFIC TELEPHONE COMPANY (800) 227-2600 MAS-5A WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 DETAIL A LOOP DETECTOR PLACEMENT SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 F%, ,G = 02, 04, 06 or 08 _ I. I. S . N. S. LEGEND DETAIL UNDERGROUND SERVICE ALERT (800) 227-2600 YA,GA = 01 , 03, 05 or 07 _ REFER TO PLAN FOR DISTANCE SIGNAL DISPLAYS TO ADVANCE DETECTORS SINGLE INPUT REMOVABLE INDEX OF SHEETS EMERGENCY VEHICLE STEEL CAP "A" =Uffy Z10 IUM IMMAJIVIV80 PREEMPTION DETECTOR ARM LENGTH 0" -I• 24" / / N 1 OF 3 TRAFFIC SIGNAL ELECTRICAL DETAILS 8 �12 1 1/2- TO 3/4- Ss „E NOTE 1 BM " 2 OF 3 TRAFFIC SIGNAL PLAN REDUCER - _ _ + Elm Avenue and Spruce Avenue - -_- - 3 OF 3 TRAFFIC SIGNAL PLAN PELCO AB-0155-L AVrE Elm Avenue and Pedestrian Crossing OR AB-0132-L Spruc e Q X8 _-- --__-- _--.— COUPLING AVENUE6'-0" BOTTOM-FOR LL " SIGN WIRING OR 6 SIGN CONNECTOR MAST ARM 8'-0" NOTE: LB CONDULET, STO CABLE, HANGING BY OTHERS) AYM HARDWARE do SIGN BY OTHERS AWMFiIGHtAND 30 sw A4DdUE QTY. ARM LENGTH ARM TUBE SIZE _ _ _ _ — — _ "A" END O.D. x BASE O.D. x THK. �'� 8'-0" 2 3/8 x 3 1/2" x 11 GA. MAST ARM 30 rf�J J`�) �l�..d , DETAIL BACK CLAMP DETAIL �9A A 0j V.0". MOUNTING CLAMP FOR AIt W/4 BOLTS B NOTE: SPECIAL PROVISIONS FOR —_- _ _ _. _ - -- _ (ASTM A-307) CE AR _ - _ __ _ _ - - LK RDAD Bk'5E LINE RW THIS WORK ARE ON FILE IN EVP OPTICAL DETECTOR SPECIFY 23- THE OFFICE OF THE CITY 2 SIGNAL POLE 1 RAD. (HOLD) DIAMETER ial J JQ � , ENGINEER. P I CHURCH MM ——I-- — —— —— AVENUE FILE: TRACT MAP NO. 16000 4"RAD. " FE ; TRACT MAP NO. 16001 4"k CLAMP 6 DIA. FOMMILL 66 Foo>'►�u I BOULEVARD SIGN TAB DETAIL EXIST. C & G GENERAL NOTES -- r DIA HOLE IN 16 MATERIAL SPECIFICATIONS ARM ROUTE ARROW ROUTE Q CLAMP SUPPLIED Steel of 48,000 psi minimum > EXIST. C & G NTH A TYPE F i I er f brication CITY Z $ -16UNC BLUNT U M A- teel . . t 5 "P" CAB. O0 „ •� ap EXISTING POLE POINT TAPPING AND PIPE FLMGES ASTM A-36 ASTM A-36- tee Grade B Steel N0. DESCRIPTION OF REVISION DATE ACCEPTED U P �: TOBE PILOT HOLE MAE IAL CI h wi NS CITY OF RANCHO CUCAMONGA CAB. IELD U Ground flush wiU�se metal ° o PAD �� „ DRILLED) LONGITUDINAL All welds shall conform to / D D ° D 1- 1" DIA. WELDSCIRCU,AF NWS D1.1 weld specification C 4 4 D �WT �dv�rrY TRAFFIC SIGNAL JL VARIES DEB RRED FINISH COATING - + HOLE IN STRUCTURE ASTMdA-923 nized per 101stHARDWARE Hot diASTM p alvanzed per SON ELECTRICAL DETAILS PLAN SECTION 1" DIA. HOLEDESIGNACRI RIA ELM AVENUE AND W/GROMMET STRUCTURE AND In accordance with the SPRUCE AVENUE NOTCH OR DRILL IN POLE HARDWARE "Specifications for Structural MY ZW MrAAW FOR DRAINAGE (FIELD DRILLED) Supports of Highway Signs, q- Luminaires and Traffic Signals.' "P" CLAMP DETAIL AASHTO 1994 RpFESS/ APPROVED BY: i DATE:TYPECABINET FOUNDATION AND ("Specifications n accordince forhShructural � �G`c, S E,SF F, CITY ENGINEER G tiR.C.E. 24953 _ _ supports of Hi Si ns, TRAFFIC SIGNAL LOCATION _�, �, y , ofgg ////////////////// W DESIGN LAWRENCE S. EISENHART RECOMMENDED off Si Luminaires and Tr �c nols. �, 3 Ir PAD DETAIL O 1994 / � J No. 13493 L.S.E. CONSULTING ENGINEER J A� ---_ — LOCATION MAP � Exp. 3-31-01 * DRAWN 2070 Locust Court SHEET HORIZONTAL I I S N S SUPPORT ARM . aCalifornia � J'J9 ��P L.S.E. an Bernardino, Ca 92404 NOT TO SCALE �. CIVi�1F Tel: ( 09) 864-5406 Fax: (909) 864-5047 1 of CHECKED� DRAWING NO. —� N74 4 E CE S. N IS R.C.E 13493 L U4TE UU CONDUCTOR SCHEDULEIIIPOLE AND EQUIPMENT SCHEDULE NSIU E S l�NSI 7 A.W.G. RUNS INSTALL W41 SIGN SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH OR CIRCUIT Uj ' POLE DIMENSIONS BUTTONS HPS I.I.S.N.S. N POLE MAST ARM POLE LUMINAIRE D.L.C. 1 2 3 4 5 6 7 8 9 � I N0. SIGNAL LUMINAIRE » " » » L E LEGEN AJ AJ A O L� L6 L� 0 0 NI DESCRIPTION C B E ARROW D Nd Q MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN RJ �2 VEHICLE 3 3 3 3 J A 17-3-80 20' 12' 3' - 8.5' SV- MAS SP-1 -CS 8 - 200W Spruce 7800 03 VEHICLE 3 3 3 3 3 0 3 P 04 VEHICLE 3 3 3 3 M x B 15 - 15' 3' 8.5' - SV-1 -T - SP-1 -CS 6 - 200W - 06 VEHICLE 3 3 3 3 3 3 3 6 6 N 1 -N 08 I C 26-4-80 35' 15' 3' - 8.5' SV-1 -T AS-5A/MA SP-1 -CS 6 20OW ElmST 07 VEHICLE 3 3 3 3 1 800 08 VEHICLE 3 3 3 3 3 D 1-A - - 3' 8.5' - TV-2-T - SP-17CS 4 --�- - - 02 PEDESTRIAN 2 2 2 2 2 2 #14 04 PEDESTRIAN 2 2 2 4 4 Q E 17-3-80 20' 12' 3' - 8.5' SV-1 -T MAS SP-1 -CS 4 ! 20OW Spruce 79V0 06 PEDESTRIAN 2 2 2 2 2 W " E m LO F 15 - 15' 3' 8.5' - SV-1 -T - SP-1 -CS 2 •-- 20OW 08 PEDESTRIAN2 2 2 2 2 4 4 Q N 02 PPB 2 2 1 2 2 o X G 26-4-80 35' 15' 3' - 8.5' SV-1 -T AS-5A/MA SP-1 -CS 2 20OW Elm 107S1� 0 U 04 PPB 1 2 2 _ _ _ _ _ 06 PPB 1 2 2 2 S 0 18' ' 6 14' H 1 -A 3' 8.5' TV-2-T SP-1 -CS 8 -- - - 08 PPB 1 1 1 1 1 1 1 2 2 P.P.B. COMMON 1 1 1 1 1 1 1 2 2 SCALE 1"=20' 32' 32' SPARES 3 3 3 3 3 3 3 6 6 5' 11 ' 1 11 ' 15' TOTAL #14 10 19 1 22 26 25 22 13 49 49 12 1.1.S.N.S. 2 2 2 2 2 2 2 - - LUMINAIRE 2 2 L 2 2 2 - - - 1 1/2" C, 1 DLC #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 2 TOTAL #10 3 3 3 3 3 3 1 2 2 I o 02 CE-i EL;?OR2 2 2 2 2 2 1 -N 0 03 DETECTOR 2 2 2 2 I ( 5'* 04 DETECTOR 2 2 2 2 TYPE 06 DETECTOR 1 2 1 C 07 DETECTOR 2 2 2 2 1 i D.L.C. 08 DETECTOR 2 2 2 2 TOTAL DLC - 4 4 6 6 2 2 11 12 1 o 00 ! 18' 12' 5' 25' EVP CABLE 1 1 2 2 1 1 1 1 4 4 I � CONDUIT SIZE 2" 2" 3" 3" 3" 3" 2" 2-3' —3' TYPICAL 35' MAST ARM TYPICAL 25' MAST ARM 1 1/2" C, 2 DLC SIGNAL HEAD INSTALLATION SIGNAL HEAD INSTALLATION I 2-N-08 2 Z, 1 s _ _ O S 2#10 (LIGHTING) 128' TOBACK " �vsP\ - „ems 8 2 C. 2#12 (I.I.S.N.S.) SSWAIK 5 O '/ \ w / O 2 1 1/2" C, 1 DLC 1 1/2- C & ICC0:6 j $ d 0 0 D ETAI L "A" 0 02 8w 8W 8W - w 8W 8W 8 W 8W � 2" C, 2#6 N < 06 EVPGIL ® o cO 06 7 1 ' N \ ' ELM N I I w OO \ � T N N 4 02 EVP -.--�3 N kWq4KO - - - - - ---Com---- Q 6 0J --- I _ �� ____ - N - - - - - - r - - - - - - 6 vP � nQ DETAIL "A" , _ _ 08 51 1 1 2" C, 1 DLC 1 1/2" C, 2 DLC H s \ E 5 - -�- INSTALL W41 SIGN 128' TO BACK / O -osP e O 300' TO OF CROSSWALK XWALK 7 INSTALL W41 SIGN --�+--�_�-- - - - - -- F ``•b�\ O - 6 PHASE DIAGRAM PAINT PAVEMENT MARKINGS 5 5EJ -� �•� I 2- -04 , SCE SERVICE POINT (HAND HOLE) 1 02 03 04 1 1/2" C, 2 DLC m PAINT PAVEMENT MARKINGS DECTECTOR SENSOR TABLE I _� SENSOR CONTROLLER � �_ 1 1/2- C & ICC WITH #5 PB AT MAX N0. CHANNEL DETECTOR INPUT 200' ON CENTER TO THE SE CORNER OF 1 1 1 -W-02 2 1 o W o i 1 i * ELM AVENUE AND PEDESTRIAN CROSSING 2 2—W-02 10 CONSTRUCTION NOTES 1 (> I 1 (APPROX. 1900 FEET) 1 1 -N-03 3 UNUSED 2 F1 — Furnish and install 8 phase NEMA Type controller assembly with detector 05 06 07 08 2 2-N-03 11 sensors and auxiliary equipment in a Type "P" cabinet. Top of foundation 1 1 -S-04 4 shall be 18" above finished grade. See Special Provisions. Exact location I a 3 2 2—S-04 12 to be determined by the Engineer. 1 tI� 1 -97 1 1/2" C, 1 DLC 2❑ — Furnish and install TYPE III-BF Service Equipment Enclosure with one 50A-IP 1 11 1 11 15 I * = PERMISSIVE LEFT TURN MOVEMENT N0. DESCRIPTION OF REVISION DATE CITY 4 1 1 -E-06 6 circuit breaker for metered signals, one 30A-IP circuit breaker for unmetered ' I INSTALL JUMPERS IN CONTROLLER CABINET 2 2—E-06 14 lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. See Special 32, 32, , ASSEMBLY FOR ASSURED ANTI—BACKUP CITY 0 F RANCHO C U C A M 0 N G A Provisions and City Standard Plan 407. TO PHASE 3 AND PHASE 7. 1 1 —S-07 7 5 F3 — Furnish and install 3" conduit & pull rope to SCE power source. 12' 6 ' 12' Y TRAFFIC SIGNAL PLAN 2 2—S-07 15 Q 3 1 1 -N-08 8 ® — Furnish and install single input EVP Optical Detector on signal mast arm per m cn 6 detail on sheet 1. Phases shall be as shown on the plan. Verify locations o o ELM AVENUE 2 2-N-08 16 prior to installing with manufacturer's representative. �- 7 1 EVP 02 & 06 3 E] — Remove existing street light by others. N o and 2 EVP 02 & 06 4 © — Furnish and install R73-7 (36"X45') sign per CALTRANS Standard ES-6T, Detail U. I - SPRUCE AVENUE 8 1 EVP 03 & 08 5 7 — Furnish and install R34 sin per CALTRANS Standard ES-6T, Detail U. pp��,,��� Q ��� L� S- f� F CITY ENGINEER '� (.G �( R.C.E. 24953 2 EVP 04 & 07 6 g P -S- Y QRpFESS/ APPROVED BY: DATE: X Q) DESIGN LAWRENCE S EISENHART RECOMMENDED NOTE. SPECIAL PROVISIONS FOR J L.S.E. SAG tic, ANA No. 13493 CONSULTING ENGINEER THIS WORK ARE ON FILE IN * Exp. 3-31-01 DRAWN 2070 Locust Court SHEET San INSTALL W41 SIGN THE OFFICE OF THE CITY `�q� C1V1�E �P L.S.E. Tel: (9 9) 8645406 Falx:ifornia(909)2 6404 4-5047 ` OF OF CAI. CHECKED DRAWING N0. IIYAL IIYAL ENGINEER. 17,+/HS IAMRENCE S R.C.E. ONDUCTOR SCHEDULE PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE SIGNAL STANDARD PUSH BUTTON SIGNAL MOUNTING �+ POLE HPS RUNS SIGNAL LUMINAIRE POLE MAST ARM POLE A.W.G. �1 t�2 N0. LUMINAIRE (LEGEND OR CIRCUIT DESCRIPTION MAST ARM MAST ARM TYPE 0 QUAD VEHICLE VEHICLE PEDESTRIAN D.L.C. Z% AAQ m - - - A 17-2-80 20' 12' SV-1 -T MAS - 250W * PED XING 01 VEHICLE 3 1 3 6 1 - —♦► 02 PEDESTRIAN - 2 4 2 •f-- S 17-2-80 1 20' 12' 1 B 2 W SV-1 -T MAS SP-1-CS 250W * PED XING #14 P P.BPBOMMON - 1 2 1 OC 1A-7' - - B 2 E - - TP-1 - - SPARES 3 3 6 3 * = NOTE: BLACK ON YELLOW WITH NO CITY LOGO. SIGNS TO BE INSTALLED AS PER DETAIL ON SHEET 1 . TOTAL #14 6 10 19 7 12 I.1.S.N.S. 2 2 - - LUMINAIRE 2 2 - - 00 #10 SIGNAL COMMON 1 1 2 1 Q TOTAL #10 3 3 2 1 G DLC 01 DETECTOR - 1 2 - 7 EVP CABLE , 1 2 — SCALE 199_20' S� CONDUIT SIZE 2" 2" 2.5 2" SCE SERVICE POINT (HAND HOLE) '�} REMOVE AND SALVAGE EXIST, R26 SIGN. 0 INSTALL ON NEW METAL POST. 5 4 ° PAINT X-WALK (12 YELLOW STRIPE) An C PAINT LIMIT LINE EVP 01 4 02P '-+.• 12" YELLOW STRIPE) - - - - _ - - -- - - - - - - - - - - - - - -l-- �• ' _ PAINT WHITE PAVEMENT MARKINGS _ _ - - - - - - - - - - - - 1 Jy •� ♦ 8' 8' 8 8 - \-- - _ �• ♦ 1 1/2- C, 1 DLC _ _ EXIST. R26(S) SIGN / '" 2 ~ _ / / ! PAINT LIMIT LINE. x - ` \ ♦ EXIST. R26(S) SIGN (12" YELLOW STRIPE) PAINT 4„ DOUBLE y % 4 EVP 01 -` `\ YELLOW STRIPE (100 LF) 45' „ \ ♦ 1 1/2- C, 1 DLC OUBLE /�/ ---- ` 1 2 5 8 8 8' YEtL.QW STRIPE- Q1 00 LF \ •\. / .-8 f - — -----. W ,- 8 / _ _ wry / / / ❑ / // �'� 1 1 2” C, 1 DLC PAINT WHITE PAVEMENT MARKINGS 1 1/2 C, 1 DLC2#10 (LIGHTING) \ / / / / v► `Jr'- / /� ��� 2" C' 2#12 I.I.S.N.S. •�•`\ `� \ \ ``� \ \ EXIST. R26 SIGN 2" C, 2 ICC � •� �� � � � � \\ ��� e //'j' / 2" C, 2#6 (SERVICE) ` ♦ �• \ \ \ \ 10 \/ i REMOVE AND SALVAGE EXIST. R26 SIGN. ♦ •�• \ \ \ �T� l0 INSTALL ON NEW METAL POST. ` �•\ �\ \ \ `\ \ tiF / ♦ \ \ \ Op. nnnn MM � � n �0 \N, � 1\\ \ \ INSTALL W54A SIGN W/-300' AHEAD" PLATE PAINT WHITE PAVEMENT MARKINGS EXIST. R26 SIGN 1 1/2" C & ICC W/#5 PB AT MAX 200 ON CENTER TO THE NE CORNER OF ELM AND SPRUCE. \ \ \ (APPROX. 1900 FEET) \ �\ INSTALL W54A SIGN W/"300' AHEAD" PLATE PAINT WHITE PAVEMENT MARKINGS \\\ \ \ \ GENERAL NOTES CONSTRUCTION NOTES DETECTOR SCHEDULE \` \ \ \ a1 — Furnish and install Econolite ASC/2S, Cabinet type "G" painted white inside and SENSOR \•DETECTOR \ \ \ \ 1. All work and material shown on this plan shall conform to the State of California, and natural finish outside. Pedestal mounted with door on side away from the street. NO. CHANNEL \ \ \ \ Department of Transportation (CALTRANS) Standard Specifications and Standard Plans for position main panel. Three channel conflict monitor unit. Reno A&E loop \\ \ dated July 1992, and Special Provisions for this work. detectors, shelf mount, Model S-200-SS. FSK telemetry module and interface 1 1 -E -01 \ assembly for tie-in to Econolite Zone Monitor system. 1 2 1 -W--01 1 1/2" C & ICC W/#5 PB AT MAX \ \ 2. The city right-of way shall be kept clear of debris, with dust and other nuisances being 200' ON CENTER TO THE CONTROLLER ` controlled at all times. The Contractor shall be responsible for an clean u on cit ❑2 — Furnish and install TYPE III-BF Service E ui ment Enclosure with one 5OA-IP \ \ \ P Y P Y q p LOCATED AT THE SE CORNER OF ELM right-of-way affected by his construction. The method of street cleanin shall be by dry circuit breaker for metered signals one 30A-IP circuit breakers for unmetered \ g lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. See Special AND CHURCH. sweeping of all paved areas. There shall be no stockpiling of construction materials 9 g P within t e city right-of-way without permission from the Engineer. Provisions and City Standard Plan 407. (APPROX. 825 FEET) 3. The Contractor shall determine the exact location of all underground facilities and provide Q — Fumish and install 3" conduit & pull rope to SCE hand hole. protection prior to and durm trenching, jacking or boring. Contact UNDERGROUND SERVICE ALERT (USA) at (80� 422-4133, and all utility companies involved at least 48 ® — Fumish and install single input EVP Optical Detector on signal most arm hours before excavating. detail on sheet 1. Phases shall be as shown on the plan. Verify locations prior to installing with manufacturers representative. 4. The Contractor shall obtain all necessary permits. It shall be the Contractor's responsibility to coordinate all phases of construction with the various utility companies a5 — Remove existing street light by others. N0. DESCRIPTION OF REVISION DATE CITY involved. I I I ACCEPTED 6 — All striping to be provided by Contractor. (See Plan) 5. Location of all equipment shall be approved by the Engineer prior to final placement. 7 — All conflicting striping shall be removed by sandblasting by the Contractor. CITY OF RANCHO CUCAMONGA 6. All pull boxes shall be No. 5 unless otherwise noted on the plan. 7. All conduit shall be 2" unless shown otherwise. PEDESTRIAN SIGNAL PLAN 8. All vehicle heads shall be metallic with 12" glass lenses. All backplates shall be one ELM AVENUE piece metallic. at the 9. Most arm signs shown on the plan shall be furnished by the Contractor. All signs XING 1900 FT. EAST OF SPRUCE AVENUE shall be standard size unless shown otherwise. 10. All red vehicle signal face sections and pedestrian signal face sections shall be LED'S OFESSI�,�� APPROVED BY: � ' DATE: S per Special Provisions. S. fish F� CITY ENGINEER Lam. l�%�l��rjG �! R.C.E. 24953 NOTE: SPECIAL PROVISIONS FOR Q�� y�� DESK" LAWRENCE S. EISENHART RECOMMENDED No. 13493 L.s.E. CONSULTING ENGINEER JAG- THIS WORK ARE ON FILE IN Exp. 3-31-01 * DRAWN 2070 Locust Court SHEET San rdino, California THE OFFICE OF THE CITY `�q�, CIVI\. L.S.E. Tel: 9 9) 8645406 Fax: (909)2404 864-5047 of 3 ENGINEER. OFCA1.t CHECKE DRAWING N0. /74+ -S UMkf_NCE S, IS NW1 R.C.E. 13493 6ATf