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HomeMy WebLinkAbout2555-TSGENERAL NO TES: 1. SEE SHEET 2 FOR GENERAL NOTES. PROPOSED PHASE DIA GRAY 01 02OVL»C» 03 000V B» NI OV�A»► OVL"A" 05 06 07 08 OVL" D" 08P o 1 CURB/BERM FLOW LINE OR EDGE OF SHOULDER 4 2 o � I B.C.R. 3 0 .B. QUADRANT DETAIL PEDESTRIAN/EQUESTRIAN NOTE: FOR "A" AND "B" DIMENSIONS, SEE POLE SCHEDULE PUSH BUTTON LOCATION OR AS DIRECTED BY ENGINEER (TOP VIEW) (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT L OCA TI DNS EX. C/ EX. S/W- -i\PROP. R/W- 285' TO BACK OF LIMIT LINE 1-W-P4(4) EX. C/ EX. 2"C(1-12PR#19 SIC) TO CONTROLLER CABINET AT 4TH STREET AND WINEVILLE AVENUE PROPOSED REROUTING OF EXISTING SIC MODIFIED FOUNDATION OF 3' DIAMETER AT 12' DEEP r'n/V q TRI l r' TI nAl mn TRq• z Y 72"C(3#8) — — — 9 � \ O Of � 6 \ PROP. C/G 7 r I' NEI ❑1 FURNISH AND INSTALL NEW FOUNDATION AND NEW TS-2, 77", TYPE "R" CABINET. FURNISH AND INSTALL ECONOLITE COBALT CONTROLLER ASSEMBLY AND ALL AUXILIARY EQUIPMENT AS NECESSARY FOR OPERATION. INSTALL BATTERY BACK-UP SYSTEM IN A SEPARATE CABINET (CBS-127) MOUNTED ON THE SIDE OF THE CONTROLLER CABINET. EXACT LOCATION PER DETAIL HEREON. EXISTING CABINET SHALL BE SALVAGED TO THE CITY OF ONTARIO. ❑2 FURNISH AND INSTALL CISCO IE-3000-8TC FIBER OPTIC SWITCH COMPLETE WITH POWER SUPPLY, AND ONE CISCO GLC-LX-SM-RGD SFP FIBER OPTIC TRANSCEIVER. COORDINATE WITH CITY I.T. DEPARTMENT TO CONFIGURE SWITCH. �3 MAINTAIN EXISTING SERVICE POINT CONNECTION. CITY TO PROVIDE EX. SCE CONNECTION POINT. ® FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL U. �5 FURNISH AND INSTALL FIBER SINGLE -PANEL HOUSING TERMINATION UNIT (CORNING SPH-01 P) COMPLETE WITH ONE 12-FIBER SC CONNECTOR PANEL(CORNING CCH-CP12-59) AND SC -LC DUPLEX SINGLE MODE FIBER JUMPERS. © FURNISH AND INSTALL #6 PULLBOX. 6E FURNISH AND INSTALL #6E PULLBOX. �7 INSTALL 2"C WITH (2)#12 FOR I.I.S.N.S. AND (2)#10 FOR LIGHTING TO SERVICE PEDESTAL. ® INSTALL EMERGENCY VEHICLE PREEMPTION SENSOR ON SIGNAL MAST ARM PER MANUFACTURER'S REQUIREMENTS AND PER DETAIL V. EXACT LOCATION TO BE DETERMINED BY MANUFACTURER IN THE FIELD. EX. 2"C(2-12PR#1 L— �--_ _ L —J I —T EX. 2"C(2#110,2#12) _ I L---J — — f f DETAIL E N.T.S �g FURNISH AND INSTALL INTERNALLY ILLUMINATED STREET NAME SIGN ON HORIZONTAL MAST ARM 8' ABOVE THE SIGNAL MAST ARM MOUNTING, SEE DETAIL 'C'. 10 FURNISH AND INSTALL INTERNALLY ILLUMINATED STREET NAME SIGN PER CITY OF ONTARIO'S STANDARD DRAWING NUMBER 5015, 5016, AND 5018. 11 FURNISH AND INSTALL 2"C WITH CONDUCTORS AS INDICATED. 12 FURNISH AND INSTALL POLE MOUNTED SIGN PER CALTRANS STANDARD PLAN RS4. 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR DETECTION CAMERA ON TRAFFIC SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION WITH PELCO BRACKET AS REQUIRED. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) 14 FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET, INCLUDE POWER SUPPLY UNIT. 15 FURNISH AND INSTALL 120/240V TYPE III -BF SIGNAL AND LIGHTING SERVICE CABINET. USE 50 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER, 20A-1 P CIRCUIT BREAKER, AND 30 AMP IISNS BREAKER. SIGNAL AND IISNS CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V UNMETERED. PROVISIONS SHALL BE MADE FOR MOUNTING THE TYPE "V" PHOTOELECTRIC UNIT IN THE SERVICE CABINET. THE CONTRACTOR SHALL FURNISH AND INSTALL TIME DELAY PHOTO CELL IN THE CABINET. SEE SPECIAL PROVISIONS AND CITY OF RANCHO CUCAMONGA STD. PLAN 407. 16 FURNISH AND INSTALL PROGRAMMABLE VISIBILITY(PV) SIGNAL HEAD. SEE DETAIL 'E' POLE AND EQUIPMENT SCHEDULED z n } a c� cn o t:= o Q o a STANDARDS I VEH. SIGNAL MTG. PIED. SIG. P.P.B. POLE LOC. L.E.D. INTERNALLY ILLUMINATED STREET NAME SIGN(IISNS)COMMENTS TYPE HEIGHT SIGNAL M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD ARROW A B LUMINARE (E) (E) OA 29A-5-80 35' 50, 15, VAS(Rs AS(N SV-2-TD - - - - (E) (E) 250W* Barrington ; F=15' (E) (E) BO 19A-4-80 35' 30' 15' MAS-413 SV-2-TA SP-1-T 2 3 4-- (E) (E) - Fourth ,Z 00 F=O' (E) (E) © 24A-4-80 35' 35' 15' 'IAS RS AS(N)SV-1-T RS _1-T(N) SP-1-T 2 3 (E) (E) 250W* Barrington ,o oN F=0' (E) (E) O 1-A 10' - TV- 1-T SP-1-T 4 1 (E) (E) - - F=O' (E) (E) OE 22 35' - 15' - - - 4 1 4-- (E) (E) 250W* - F=O' (E (E) 22 50' 2—MAS -2-TA SV-2—TA P-1-T — - — - — - — AS SOWN -- - — F=0' F=18' 2018 (N © 29-5-100 30' 15' 3' 250W(EQ) Catherine Bridge PI 2018 (N) HO 19-4-100 30' 30' 15' MAS-4B SV-2—TA — — — — AS SOWN 7.5' 250W(EQ) Fourth St F=12' 2018 (N) OI 26-4-100 30' 45' 15' MAS SV-1—T SP-1—T** — — — 5' 14.5' 250W(EQ) Catherine Bridge PI F=O' 2018 (N) JO PPB 4'-7" — — — — — 8 3 13' 3' — — F=O' 2018 (N) OK 15TS 30' — 15' — SV-2—TA SP-1—T** — — — 4.5' 9.5' 250W(EQ) — F=O' 2018 (N) © PPB 4'-7" — — — — — 8 3 —3 7.5' — — F=O' 0 = EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES (N)=NEW (E)=EXISTING (RL)=RELOCATE (RS)=REMOVE AND SALVAGE * = EXISTING H.P.S.V. LUMINAIRE ** = PED SIGNAL HEADS SHALL BE COUNTDOWN TYPE rm / TRA A /q AI n TRS• AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. RS REMOVE AND SALVAGE EQUIPMENT. Lx. 2 U; 1-12F'R#1y SIlq— O EX. C/ W Q SCALE: 1 " = 20' 10 0 10 20 30 ►O V EX. C/ TRAFFIC SIGNAL VlUtU DETECTION NOTES: CONTROLLER INPUT ADVANCE DETECTION ZONE — ASSIGNED IN CONTROLLER AS 1-8 (NTCIP) STOP BAR DETECTION ZONE — ASSIGNED IN CONTROLLER AS 9-16 (NTCIP) BIKE DETECTION ZONE — ASSIGNED IN CONTROLLER AS 17-24 (IBIKE) STOP BAR DETENTION ZONE(RIGHT TURN) — ASSIGNED IN CONTROLLER AS 25-32 (NTCIP) FBI BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT) O -EX. 2"C(1-12PR#19 SIC) AB AB Y Y RC ` 6, X2 _o00 0 , EX. O EX. �o QROFESS/ON9l JOSEPy� Q S/W No.69467 * Exp.6130124 C/G sT C/M �P qTF Of CAL�F'P EX. 2"C(1-12PR#19 SIC) EX. 2"C(1-12PR#19 SIC) TO CONTROLLER CABINET AT 4TH STREET AND ETIWANDA AVENUE If lcl) 0 Cl T Y OF ON TA RIO GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO STANDARD SPECIFICATIONS AND STANDARD DRAWINGS AND CURRENT STANDARD SPECIFICATIONS AND STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS/HER OPERATIONS, WHETHER OR NOT THE FACILITY IS SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED SHALL BE REMOVED AND/OR RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS UNLESS NOTED OTHERWISE. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM AVAILABLE RECORD DATA AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6409(b) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A MINIMUM OF 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 7. PRIOR TO THE START OF ANY WORK THE CONTRACTOR SHALL OBTAIN A BUSINESS LICENSE FROM THE CITY OF ONTARIO. THE CONTRACTOR SHALL ALSO OBTAIN AN ENCROACHMENT PERMIT FROM THE ENGINEERING DEPARTMENT NO LESS THAN 48 HOURS PRIOR TO START OF ANY CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. 8. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 9. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF TRAFFIC STRIPING AND MARKINGS SHALL BE DONE USING REFLECTIVE THERMO-PLASTIC MARKINGS IN CONFORMANCE WITH SECTION 84 & 85 OF THE CALTRANS STANDARD SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER. ALL REGULATORY, WARNING, AND GUIDE SIGNS SHALL HAVE 3M DIAMOND, VIP GRADE SHEETING WITH SERIES 1160 PROTECTIVE OVERLAY FILM. 10. THE LAND SURVEYORS ACT, SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE, AND SECTIONS 732.5, 1492-5, 1810-5 OF THE STREETS AND HIGHWAY CODE REQUIRE THAT SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED. "IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFORMING THE CONSTRUCTION WORK TO RETAIN A QUALIFIED REGISTERED CIVIL ENGINEER AND/OR LICENSED LAND SURVEYOR PRIOR TO THE START OF CONSTRUCTION TO LOCATE, REFERENCE AND FILE THE NECESSARY CORNER RECORDS WITH THE COUNTY SURVEYOR'S OFFICE FOR SURVEY CONTROL POINTS/MONUMENTS THAT EXIST AS SHOWN ON RECORDED TRACT MAPS, PARCEL MAPS, RECORDS OF SURVEYS AND HIGHWAY MAPS, AND MAY BE DISTURBED OR DAMAGED BY THE PROPOSED CONSTRUCTION." AFTER THE COMPLETION OF THE PROPOSED CONSTRUCTION, SAID MONUMENTS AND/OR CONTROL SURVEY POINTS SHALL BE RESET TO THE NEW SURFACE IN ACCORDANCE WITH CURRENT PROFESSIONAL LAND SURVEYING PRACTICES. CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR FOR ALL THE NEW MONUMENTS SET. 11. THE DEVELOPER SHALL PROVIDE THE CITY WITH A COMPLETED SET OF "AS BUILT", MYLAR DRAWINGS PRIOR TO THE FINAL INSPECTION. 12. A CITY ACCEPTED/APPROVED SET OF PLANS SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 13. A PRE -CONSTRUCTION MEETING SHALL OCCUR PRIOR TO CONSTRUCTION. ATTENDEES SHALL INCLUDE A CITY REPRESENTATIVE AND THE CONTRACTOR WHO WILL PERFORM THE WORK. "CUT -SHEETS" SHALL BE PROVIDED TO THE CITY AT THIS MEETING FOR ITS REVIEW. 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. 15. ANY REQUIRED RIGHT-OF-WAY OR EASEMENT SHALL BE DEDICATED TO AND ACCEPTED BY THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE IMPROVEMENTS WITHIN THE REQUIRED RIGHT-OF-WAY OR EASEMENT. 16. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 86 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITIONS, AND CITY OF ONTARIO SPECIAL PROVISIONS FOR TRAFFIC SIGNALS PREPARED SPECIFICALLY FOR THIS WORK. 17. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE SOUTHERN CALIFORNIA EDISON COMPANY. OBTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND DETECTOR LOCATIONS PRIOR TO PLACEMENT. 18. ALL PULL BOXES ADJACENT TO MAST ARM POLES, OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE #6. ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. 19. DETECTOR LOOPS SHALL BE SPLICED IN SERIES. PHYSICALLY ADJACENT DETECTOR LOOPS SHALL BE WOUND WITH OPPOSITE ROTATION. ROTATION REVERSAL MAY BE ACCOMPLISHED AT THE PULL BOX BY REVERSING THE LEADS. 20. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE A THE ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE NO. 9, ON THE WEST SIDE OF COLOMBIA AVENUE NORTH OF DEODAR STREET. 21. PRIOR TO THE START OF THE CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM THE CITY A SET OF SPECIAL PROVISIONS PREPARED SPECIFICALLY FOR THIS WORK. DETAIL 'A ' O RED O YELLOW 12" O GREEN O GREEN *GREEN INDICATIONS ARE SIMULTANEOUS DETAIL 'Z? O RED OYELLOW 12" OFLASHING YELLOW O GREEN �- 72m 750 _WHIITE BORDER CITY OF RANCHO CUCAMONGA GENERAL TRAFFIC SIGNAL NOTES: 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY, 2018, AS SHOWN ON THE PLANS AND IN THE SPECIAL SPECIFICATIONS. ALL EQUIPMENT PROPOSED SHALL BE SUBMITTED TO CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CALTRANS STENCILS. REFLECTORIZE ALL SIGNS, STRIPES, AND LEGENDS. 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2018 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. NOTIFY PUBLIC WORKS AT 909-477-2730 PRIOR TO WORK ON TRAFFIC SIGNAL NO FEWER THAN 48 HOURS IN ADVANCE. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO FINAL LAYER IF STRIPING. 6. PULLBOXES SHALL BE NO.5 AND ALL NEW CONDUIT SHALL BE 4-INCH RIGID METAL, EXCEPT AS SHOWN. 7. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE AMP), AND SAFETY LIGHTING (ONE AMP PER 1200 WATTS OR PORTION THEREOF). 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. 9. VIDEO DETECTION CAMERAS TO BE REALIGNED OR ADJUSTED SO DETECTION ZONES ARE WITHIN DESIGNATED LOCATIONS. DUAL INPUT/OUTPUT EMERGENCY VEHICLE PREEMPTION DETECTOR OR TWO SINGLE INPUT/OUTPUT TYPE ADJACENT TO EACH OTHER REDUCER BUSHING 1-1/2" TO 3/4" ASTRID MINI-BRAC AB-0155 OR AB-0132-L OR APPROVED EQUAL EMERGENCY VEHICLE PREEMPTION DETECTOR MOUNTING DETAIL N.T.S DETAIL'D' "UDC a 6"LC ) 1 1 m _ ST 10400 4 -s, _j �2 1 ol- L2j" FRAME 1MDTH - 2": 1. 5" (H, V) I.I.S.N.S, LEGEND DETAIL "" SCALE: 1 " = 20' 10 0 10 20 30 VIDEO DETECT/ON LEGEND ® PROPOSED VIDEO DETECTION ZONE (SIZE AS NOTED) ® PROPOSED BIKE VIDEO DETECTION ZONE SIGN LEGEND: LO & y R3-4 R3-18 36"X36" 36"X36" R60B(CA) 54"X48" u SE ago ROSSWALK R9-3bP(R) R9-3bP(L) R9-3 18"X12" 18"X12" 18"X18" t , 35" 1" 1" 4' YIEELu 5" BOLD) 3" a N 3' 2' F4ASHING 3' 3' B0L0 ARrrpw 1 2. U 4. SIZE: 30 X 36 SIGN COLOR: BLACK TEXT AND BORDER ON WHITE BACKGROUND ARROW COLOR: STD. YELLOW WITH BLACK BACKGROUND AND 7.5" DIAMETER CIRCLE MATERIAL: PRISMATIC RETROFLECTIVE SHEETING FONT: SERIES 2000 STANDARD ALPHABET R10-12(MOD)B 41" EVP CABLE 1 1 1 1 1 1 1 2 2 1 2 1 01 �3 3 VIDEO DETECTION CAMERA CABLE �2 ❑1 ❑1 �3 CONDUIT SIZE 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 4" 3" 4" 4" 4" FILL 14 22 24 31 31 30 14 22 20 10 14 12 8 26 25 (E)=EXISTING; (N)=NEW = DENOTES NEW CABLE DE TEC TOR SCHEDULE EVP-A POLE - QA 03,08 EVP-B POLE - © 02 EVP-C POLE - © OVL"A" EVP-D POLE - © 04,07 EVP-E POLE - QH 01 EVP-F POLE - 01 OVL"B" �0 QROFESS/ONgI ��� PS JOSEPy� F�c No. 69467 * Exp.6130124 \ AL / T9TF OfF CALIFOP�\