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HomeMy WebLinkAbout1611-S INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE * IF X = 10' USE THESE DIMENSIONS GENERAL NOTES O 1. Traffic signal and highway safetylightingsystems I StandardgSpecifcations dated July 1992as shown per he plans and Standard nrthel Special ans d E.C.R ' R CROSSWALK Provisions. DOUBLE YELLOW STRIPE STRIPE i.I 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic ' O ' LL OR MEDIAN CURB FACE OR Manual, Maintenance Manual, and Standard Specifications. of LIMIT LINE p Conform pavement legends FIVE SECTION i O to city stencils. Reflectorize all signs, stripes and legends. SIGNAL HEAD 14 2,* 3. Pavement markers and painting procedures for striping per Standard Specifications for ' ® THREE SECTION _ Public Works Construction, latest edition. SIGNAL HEAD ° „� ~� 4. Locate all substructures prior to construction. Hand di foundations until clear of 1 09* REFER TO PLAN FOR REMAINING LOOPS 5'* f O obstructions. Coordinate pole installations with overhead utility or substructrure 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 LEFT TURN LANE 30* manner as to protect not only the utilities and substructures shown, but other utilities or substructures that are not shown on these plans. d" WHITE TURNING LANE LINE CJ TERMINAL COMPARTMENT °° 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final X-6' 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 FIVE SECTION SIGNAL HEAD travelled portion of the lane, except as shown. 10' 7. Vehicle Indications shall be 12", pullboxes No. 5 and conduit 2 rigid metal except as p P X 6' (EXACT LOCATION BY ENGINEER IN THE FIELD) shown. SV-2-T MOUNTING DTAIL8. Electrical services shall be 120volt/240volt. Provide circuit breakers for si nals one _____ __ _.� _.._ _ _._ _ TING_. �. 50 am illuminated signs one 15 amp), watts p) i ( P) and safety lighting (one 30 amp per 1200 X-6 portion thereof. Coordinate service detail and scheduling well in advance of INSIDE THRU LANE 2 need. It 4" UNE LINE OR 8` TURNING LANE LINE 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 R 3' intended operation. Y R , ey 6Y ST 3 eA � 2"�IT-6 A 4 OUTSIDE THRU LANE I I 8 U CLC /» 5' 20400 4" UTILITY COMPANY TEL. NO. LL A ALL DIMENSIONS TO � OF STRIPE T (0 MAS-5A ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 /� GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 DETAIL "A" YA,GA=0 1, 0 3 ,0 5 or PJ a PHONE _ PACIFIC TI=LEPHONE TELEPHONEGENERAL COMPANY (909) 608-1230 (800) 227-2600 WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 LOOP DETECTOR PLACEMENT SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 _ _ _-- _ I. I. S. N. S. LEGEND DETAI L UNDERGROUND SERVICE ALERT (800) 227-2600 PROTECTED/PERMISSIVE REFER TO PLAN FOR DISTANCE — _ TO ADVANCE DETECTORS SIGNAL DISPLAYS EMERGENCY VEHICLE PREEMPTION DETECTOR N 1 1/2~ TO R DUCER w e INDEX OF SHEETS 0 1 OF 3 TRAFFIC SIGNAL ELECTRICAL DETAILS PELCO AB-121 2 OF 3 TRAFFIC SIGNAL PIAN 0 Church Street and East Elm Avenue BASE LINE ROAD 3 OF 3 TRAFFIC SIGNAL PLAN MAST- Church Street and Spruce Avenue w ZERRA VISSA p�'Q�fy,9Y w z > w w z z a Z a Q MAST ARM MOUNTING Q CHURCH ST. CLAMP F R �, Q E`M _- CHURCH ST. o ti ,_- MODEL 522 OPTICOM DETECTOR Cy qti *W. 15 <35G S1RE5 `N,_DRIVE 1 e— MAYTEN AVENUE CHERVIL FOOTHILL STREET 6/BOULEVARD VEHICLE SIGNAL HEAD 6 6 z w CITY - _ � NO. DESCRIPTION OF REVISION DATE COMPARTMENT TERMI `NAL ''` C/�,�C MASI DRIVE w � a TERMINAL i - , N W � Z CITY OF RANCHO CUCAMONGA COMPARTMENT ' CEN R DRIVE o 3 U UNIMOUNT I\' '�� UNIMOUNT o�� TRAFFIC SIGNAL ELECTRICAL DETAILS MOUNTING MOUNTING ARROW ROUTE CHURCH STREET and EAST ELM AVENUE Il �I and 16" MIN. CHURCH STREET and SPRUCE AVENUE = SIDE MOUNTING DETAIL MOUNTING HARDWARE TRAFFIC SIGNAL LOCATION QRpFESSlpi, APPROVED BY: DATE: CITY ENGINEER R.C.E. DESIGN LAWRENCE$. EISENHART RECOMMENDED SV-1-UM MOUNTING No. 13493 L.S.E. CONSULTINC ENGINEER LOCATION MAP Exp. 3-31-01 DRAWN 2070 Locust Court SHEET San Bernardino, California 92404 `�q� C1V1� ��P L.S.E. Tel: 909) 864-5406 Fax: (909) 864-5047 1 OF--%3— SCALE: VEHICULAR SIGNAL SCALE: 1"=a.5 MI. OF CAt�F CHECKED DRAWING NO. `// V / NCE 5 N T R.C.E 13493 DATE CONDUCTOR SCHEDULE POLE AND EQUIPIIr'IENT SCHEDULE A.W.G. RUNS CONSTRUCTION NOTES POLL SIGNAL STANDARD PLACEMENT PED PUSH CIRCUIT DIMENSIONS SIGNAL MOUNTING BUTTONS HIPS OR 0000000 8 — D.L.C. 1 2 3 4 5 Q Np, SIGNAL LUMINAIRE POLE MAST ARM POLE I.I.S.N.S. �1 Furnish and install 8 phase NEMA Type "90" controller assembly with detector DESCRIPTION MAST ARM MAST ARM "� "� "� ARROW LUMINAIRE 0 1 VEHICLE 3 3 3 3 3 3 3 6 sensors and auxiliary equipment in a Type "P" cabinet. See Special Provisions VEHICLE VEHICLE PEDESTRIAN 0 0 2 VEHICLE 3 3 3 3 6 and install interconnect termination per Standard Plan No. 408. Exact location A 24-4-80 35' 15' 3' - 5' SV-1-UM AS-5A/ SP-1-CS 4 -�— 200W East Elm AVE 0 3 VEHICLE 3 3 3 to be determined by the Engineer. 3 • B 15 0 4 VEHICLE 3 3 3 3 3 6 Q2 — Furnish and install TYPE III-BF Service Equipment Enclosure with one 50A-IP - 8' 3' 5' - SV-2-TA - SP-1-CS 6 —�- 200W _ 79 0 5 VEHICLE 3 6 circuit breaker for metered signals, two 30A-IP circuit breakers for unmetered �• C 19-4-80 25' 8' 3' - 5' SV-1-UM MAS-5A SP-1-CS 6 -�-- 200W Church S lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. See Special i- - 4 1 0 6 VEHICLE 3 3 3 3 3 3 3 6 Provisions and City Standard Plan 407. � 15 15' 3' 10' _ 0 7 VEHICLE 3 3 3 - - SV-2-TA - SP-1-CS 8 —� 200W 200 0 8 VEHICLE 3 3 3 3 6 0 — Furnish and install V conduit & 3#4 service conductors to SCE power source. E 24-4-80 35' 15' 3' - 5' SV-1-UM [AS-SA/MAS, AS-5A/M SP-1-CS 8 -�— 2 AVE OOW East Elm 0 2 PEDESTRIAN 2 2 2 4 ® — Furnish and install R73-7 sign (36"X45") per CALTRANS Standard ES-6T, Detail U. � F 15 - 12' 3' 5' - SV-2-TA SP-1- —� _ Bog 14 0 4 PEDESTRIAN 2 2 2 2 2 4 - CS 2 20OW 0 6 PEDESTRIAN 2 2 2 2 2 50 — Furnish and install OPTICOM Model 522 Optical Detector on signal most arm per G 24-4-80 35' 12' 3' - 10' SV-1-UMSP-1-CS 2 -T— 20OWChurch ST detail on sheet 1 of 3. Phases sholl be as shown on the pan. Verify locations1 0 8 PEDESTRIAN 2 2 2 4 prior to installing with manufacturer's representative. H 15 - 15' 3' 7' - SV-2-TA - SP-1-C —�► 2 P.P.B. 2 1 2 S 4 20OW 0 4 P.P.B. 1 1 1 1 1 1 1 2 © — Remove street light with traffic signal installation. Traffic signs to be relocated * DELETE MID-TENON 0 6 P.P.B. 1 2 2 2 1 per Traffic Engineer or salvaged to City. 0 8 P.P.B. 1 2 7 — For signing and striping see City Drawing Nos. 1500-S, 1449-S and 1308-S. P.P.B. COMMON 1 1 1 1 1 1 1 2 v SPARES 8 — Reconstruction of bus bay at southeast comer of Church Street and East Elm 3 3 3 3 3 3 3 p Z 6 Avenue and installation of dual handicap ramps at all four corners of both TOTAL #14 13 25 28 35 31 25 16 72 intersections per drawings 1308, 1342 and 1449, shall be completed prior to Z or concurrent with the traffic signal installation. V 12 I.I.S.N.S. 2 2 2 2 2 2 2 - o Q , LUMINAIRES 2 2 2 2 2 2 2 #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 •t TOTAL #10 3 3 3 3 3 3 3 2INSTALL TENON FOR 0 1 DETECTOR 2 2 U _ FUTURE LT HEAD 1 0 2 DETECTOR 2 2 2 2 r\ •- 0 3 DETECTOR 2 2 1T 12' 6' TYPE 0 4 DETECTOR 2 2 2 2 - E ' C 0 5 DETECTOR 2 2 2 2 ( � D.L.C. 0 6 DETECTOR 2 2 Q MAST ARM n 0 7 DETECTOR 2 2 2 2 TYPICAL 35'SIGNAL HEAD INSTALLATION 0 8 DETECTOR 2 2 O N TOTAL D.L.C. - 4 4 8 8 4 4 16 S Z OPTICOM CABLE 1 1 2 2N-0SCALE 1 .20' �" '' _ _ INTERCONNECT CABLE j .H 1 1 1 1 2 CONDUIT SIZE 2.5" 3" 3" 3" 2.5" 2-3" I l 6 1 1/2" C do ICC W#5 PS EVERY 200' 9 b I ` T TO CHURCH STREET do MIWKEN AVENUE TERMINATE 0 1, 0 3, 0 5 & 0 7 RED CONDUCTORS IN C S LK TRAFFIC SIGNAL CONTROLLER TERMINAL COMPARTMENTS FOR FUTURE FULLY PROTECTED LEFT TURN PHASES. c'� - — -- -- -- _ _____ _ SCE -. 1/2~ C, 4 DLC do ICC 1 1/2" C, 1 DLC do ICC •fit a �` •<. < P ---� < -- , ' , MID- UN m — - -^ - SCE VAULT V5397006 AIL yA" COY, to w �- CHURC H � �fi 101-F] STREET `— ---- _ 2-W-0 _ MAS-5A Q11 do Q16 _ 49 - - __ ��. 30' 59 52 51 MAS-5A1-E-Qs 1 - — -- E 01 — 02 & 05 DETAIL 02 & 05 5 01 & 06 � IL -__ � 0 � . � 4 C. 2#6 (SERVICE) ---_= -- — MI UN 1 do 06 �` 0 • 62 d --T- � -- 1 1 Cr C do ICC W112" , . . 0 1 1/2" C. 1 DLC ac ICC /TO HURCH5 PB E\/ERY 200, 1 1 2" C, 4 DLC & I 6 STREET do SPRUCE STREET CC H 6' TRAFFIC SIGNAL CONTROLLER 340' TO BACK Q E OF CROSSWALK ; F d b60 5 1 2 S 2" C4#10 (LIGHTING) t5? 6 2#12 (I.I.S.N.S.) 6 I /I DETECTOR SENSOR TABLE ;� a M " 2- 08 PHASE DIAGRAM SENSOR LOOP RACK CONTROLLER TEST SWITCH DETECTOR N0. CHANNEL POSITION INPUT LABLE 1 1 3 3 1 -S-8 • 0 8 NB THRU O 1 4 4 2-S-8 - J 02 03 04 2 1 1 1 1 -S-3 • 0 3 NB LEFT W ' C, 4 2 2 2 2-S-3 - _• � DLC � 3 1 7 7 1 -E-6 • 0 6 WB THRU 2 8 8 2-E -6 - co ..s> I/ --� 4 1 5 5 1 -E- 1 • 0 1 WB LEFT Q I �,\ 6 6 2-E - 1 - .•� LU r �loe * * I N0. CITY z DESCRIPTION OF REVISION DATE 5 1 11 11 1 -W-2 • 0 2 EB THRU � � 2 12 12 2-W-2 - 6 1 9 9 1 -W-5 • 0 5 EB LEFT C, , DLC 05 06 11 07 OS CITY OF RANCHO CUCAMONGA 2 10 10 2-W-5 - 1 15 15 1 -N-4 • 0 4 SB THRU � � * = PERMISSIVE TRAFFIC SIGNAL PLAN 7 2 16 16 2—N—4 CONTROLLER SHALL BE PROGRAMMED FOR' ' ' CHURCH STREET — 8 1 13 13 1 —N—7 • 07 SB LEFT BACKUP PROTECTION. and 2 14 14 2-N-7 - 9 1 19 PP 1 OPTICOM 1 & 6 - EAST ELM AVENUE 2 20 PP2 OPTICOM 2 & 5 - -S- NOTE: SPECIAL PROVISIONS FOR Q ESS/� APPROVED BY: / + ^� DATE: ' 10 1 21 PP3 OPTICOM 3 & 8 - ,` ,�, S. £/s�F CITY ENGINEER 1- � . G�' C�l ! •�U R.C.E. THIS WORK ARE ON FILE 2 22 PP4 OPTICOM 4 & 7 - � DESIGN RECOMMENDED 44' , � J -G, � LAWRENCE-S. EISENHART IN THE CITY ENGINEERS No. 13493 L.S.E. CONSULTING ENGINEER • RUN SENSOR OUTPUT THROUGH CABINET DOOR TEST SWITCHES TO CONTROLLER INPUTS. � Exp. 3-31-01 * DRAWN OFFICE, 2070 LocUSt COUrt SHEEl San Bernardino, California 92404 q� FIV1� �P L.S.E. Tel: 09) 864-5406 Fax: (909) 864-5047 _2__0F__%3_- _ FILE: P.M. 14022 (CUP 93-49) °� ^�'F CHECKED DRAWING N0. LAWREWOES: KART R.C.E. 13493 —DATE- CONDUCTOR SCHEDULE CONSTRUCTION NOTES 4' POLE AND EQUIPMENT SCHEDULE SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH A.W.G. RUNS POLE DIMENSIONS BUTTONS I-,Ps OR Q Furnish and install 8 phase NEMA Type 90" controller assembly with � I.I.S.N.S. CIRCUIT detector sensors and auxiliary, equipment in a Type P' cabinet. See N N0. SIGNAL LUMINAIRE » » POLE MAST ARM POLE LUMINAIRE D.L.C. z! Q Q3 44 Q Q Q Q S ecial Provisions and install interconnect termination er Standard DESCRIPTION C' �' �' ARROW P P ". MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 0 1 VEHICLE 3 3 3 3 3 3 3 6 Plan No. 408. Exact location to be determined by the Engineer. -N 24-4-80 35' 15' 3' - S' SV-1-UM -5A/MAS SP-1-CS 4 -+sem- 200W Spruce 7 900 0 2 VEHICLE 3 3 3 3 620 — Furnish and install TYPE III-BF Service Equipment Enclosure with one ' 0 3 VEHICLE 3 3 3 3 50A-IP circuit breaker for metered signals, two 30A-IP circuit breakers B 15 - 15' 3' 8.5' - SV-2-TA - SP-1-CS 6 —�- 20OW - 0 4 VEHICLE 3 3 3 3 3 6 for unmetered lighting and one 15A-IP circuit breaker for metered W E - - - - - I.I.S.N.S. See Special Provisions and City Standard Plan 407. C 24-4-80 35' 15' 3' 5.5' SV 1 UM -5A/ SP 1 CS 6 �— 20OW Church 1 0900 0 5 VEHICLE 3 6 0 6 VEHICLE 3 3 3 3 3 3 3 6 3❑ — Furnish and install S' conduit & 3#4 service conductors to SCE power D 15 - 15' 3' 5.5' - SV-2-TA - SP-1-CS 8 20OW - 0 7 VEHICLE 3 3 3 source. - < S E 26-4-80 40' 15' 3' 6' SV-1-UM -5A/ SP-1-CS 8 -�- 200W Spruce 7 AVE 0 8 VEHICLE 3 3 3 3 6 4J — Furnish and install R73-7 sign (36"X45") per CAI-TRANS Standard 900. 0 2 PEDESTRIAN 2 2 2 4 ES-6T, Detail U. y F 15 - 15' 3' 8' - SV-2-TA - SP-1-CS 2 —♦►- 20OW - #14 0 4 PEDESTRIAN 2 2 2 2 2 4 — Furnish and install OP71COM Model 522 Optical Detector on signal most jc SCALE 1��=209 G 24-4-80 35' 15' 3' - 0' SV-1-UM -5A/ SP-1-CS 2 20OW Church ST 0 6 PEDESTRIAN 2 1 2 2 2 2 arm per detail on sheet 1 of 3. Phases shall be as shown on the plan. 10800 0 8 PEDESTRIAN 2 2 2 4 Verify locations prior to installing with manufacturer's representative. b H 15 - 15' 3' 3.5' - SV-2-TA - SP-1-CS 4 20OW - 0 2 P.P.B. 2 1 2 © — Remove street light with traffic signal installation. Traffic signs to be relocated ul 0 4 P.P.B. 1 1 1 1 1 1 1 2 per Traffic Engineer or salvaged to City. z 0 6 P.P.B. 1 2 2 2 7 — For signing and striping see City Drawing Nos. 1500-S, 1449-S and 1308-S. 0 8 P.P.B. 1 2 0 P.P.B. COMMON 1 1 1 1 1 1 1 2 8 — Reconstruction of bus bay at southeast corner of Church Street and East Elm ul Avenue and installation of dual handicap s at all four comers of both SPARES 3 3 3 3 P ram3 3 3 6 P TOTAL #14 13 25 28 35 31 25 16 72 intersections per drowins 1308, 1342 and 1449, shall be completed prior to or concurrent with the ?roffic signal installation. +� Q 12 1 I.I.S.N.S. 2 2 2 2 2 2 2 - LUMINAIRES 2 2 2 2 2 2 2 1 - #10SIGNAL COMMON 1 1 1 1 1 1 1 2 INSTALL TENON FOR TOTAL #10 3 3 3 3 3 3 3 2 FUTURE LT HEAD 0 1 DETECTOR 2 2 , 0 2 DETECTOR 2 2 2 2 1T or 22' 12' No on e' Sol 0 3 DETECTOR 2 2 I TYPE 0 4 DETECTOR 2 2 2 2TYPICAL MAST ARM C 0 5 DETECTOR 2 2 2 2 • D.L.C. 0 6 DETECTOR 2 2 � 1�2" C, 4 DLC v < 0 7 DETECTOR 2 2 2 2 2 SIGNAL HEAD INSTALLATION 0 8 DETECTOR 2 2 2-N 04 TOTAL D.L.C. - 4 4 8 8 4 4 16 3 T OPTICOM CABLE 1 1 2 C --- � 1 1/f C & ICC W/V PB INTERCONNECT CABLE 1 1 1 1 2 OO EVERY 200 TO ELM STREET AND CHURCH STREET CONDUIT SIZE 2" 2.5" 2.5" S. 3" S 2.5" 2-3" 1 6 � r � •' 3 TRAFFIC SIGNAL CONTROLLER � C, 1 DLC & ICC TERMINATE 0 1, 0 3, 0 5 & 0 7 RED CONDUCTORS IN _ PV ` f C,4 DLC & ICC TERMINAL COMPARTMENTS FOR FUTURE FULLY 00 •� G / PROTECTED LEFT TURN PHASES. O --- 0 a 02 5 W -____ ---- --- REST -- DETAI L "A" CHURCH 1 N 2-W-0 M'I 5 ts' 5 K s 36 �- 33 30, 15' 02 05 iv b 02 & 05 4 dt 6 _ 3 10' B 02 --------WW--------- — 3e•w 8 2#6 (SERVICE) `---_ VW �r^ ---- & 06 2- fir-- -----� MID- UN •-__. . _ n -� ---= - I B 6 H `V , � E < 1 1/2" C, 1 DLC 1 1/2" C. 4 DLC Is 9 • ' T K � 1 2 S 7 6 ." !6 4#10 (UGHTING) b 2" C. 2#12 (I.I.S.N.S.) G 00 F REMOVE AND SALVAGE �- f STREET SIGN ON POST d / B 1 2 8 I 1 1��' C. 1 DLC • DETECTOR SENSOR TABLE PHASE DIAGRAM SENSOR LOOP RACK CONTROLLER TEST SWITCH NO. CHANNEL POSITION INPUT DETECTOR LABLE v7 � a 1 1 3 3 1 —S-8 • 0 8 NB THRU NATES: r 0 1 02 03 04 2 4 4 2—S-8 — 1 1 1 1 1 —S-3 • 0 3 NB LEFT Q 2 1. Remove and salvage existing southbound signal heads at b 3 * I 2 2 2 2-S-3 - the intersection of Spruce Avenue and Town Center Drive as follows: �1111110- I \\ 3 1 7 7 1 -E -6 • 0 6 WB THRU a. Near right on 1-A pole on northwest comer. . 1 --� 2 8 8 2-E -6 - b. Pole mounted on southwest corner. 1i+ C --Q-_SO- c. c. Mast arm mounted through. Q/C ICC 1 5 5 1 -E - 1 • 0 1 WB LEFT MAS- & 4 d. Most arm mounted MAS-5A. � 1.. � 2 6 6 2-E- 1 - 2. Furnish and install replacement pgrorammed visibility heads * * I NO. DESCRIPTION OF REVISION DATE um 1 1 11 11 1 -W-2 • 0 2 EB THRU to replace the salvaged heads listed above. All new signal 00c < ACC 5 2 12 12 2-W-2 _ faces shall be ,r. (3. Z 05 06 11 07 08 CITY OF RANCHO CUCAMONGA to • 11 6 1 9 9 1 -W-5 • 0 5 EB LEFT -4 TRAFFIC SIGNAL PLAN 2 10 10 2-W-5 - 7 1 15 15 1 -N-4 • 0 4 SB THRU * = PERMISSIVE 2 16 16 2-N-4 - f CONTROLLER SHALL BE PROGRAMMED FOR CHURCH STREET 1 13 13 1 -N-7 • 0 7 SB LEFT BACKUP PROTECTION. and 8 SPRUCE AVENUE 2 14 14 2—N-7 — . 1 19 PP 1 OPTICOM 1 & 6 - TO SCE VAULT ON SE CORNER NOTE: SPECIAL PROVISIONS F 0 R + OF SPRUCE AVENUE AND TOWN ESSi APPROVED BY: ' , DATE: f 9 CENTER DRIVE AND SPRUCE AVENUE Q� Ess F CITY ENGINEE �_� / � 2 20 PP2 OPTICOM 2 & 5 - ,Sr S. t_ �L��«l/ ! . .� R.C.E. ' 5 DESIGN LAWRENCE- S. EISENHART RECOMMENDED 10 , 21 PP3 OPTICOM 3 & s — THISWORK ARE N FILE 2 22 PP4 OPTICOM 4 & 7 - + 1 1 2» C do ICC W 5 PB �► - L.S.E. IN THE CITY ENGINEERS EVERY 200 TO TOW CENTER No. 13493 CONSULTING ENGINEER • RUN SENSOR OUTPUT THROUGH CABINET DOOR TEST SWITCHES TO CONTROLLER INPUTS. DRIVE AND SPRUCE AVENUE Exp. 3-31-01 * DRAWN 2070 Locust Court SHEET OFFICE, TRAFFIC SIGNAL CONTROLLER C1V1` L.S.E. 3 of 3 San Bernardino, California 92404 9 Tel: (909) 864-5406 Fax: (909) 864-5047 OF CA1.�F� CHECKED DRAwNG NO. FILE: P.M. 14022 (CUP 93-49) _ LAWREW R.C.E. 13493