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HomeMy WebLinkAbout3.2-6151. CITY OF BAKERSFIELD ENCROACHMENT PERMIT CONDITIONS AND PROVISIONS SHALL TAKE PRECEDENCE OVER THE APPROVED PLANS AND SPECIFICATIONS FOR ANY CONFLICTS. 2. APPROVAL OF THESE TRAFFIC SIGNAL PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT LIMITS. 3. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND AND OVERHEAD FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THERE ARE NO EXISTING FACILITIES OTHER THAN THOSE SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING FACILITIES SHOWN HEREON AND ALL OTHERS THAT ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4. UTILITY COORDINATION: NO LESS THAN THREE (3) WORKING DAYS PRIOR TO ANY EXCAVATION OR TRENCHING, EACH CONTRACTOR SHALL CONTACT THE FOLLOWING AGENCIES TO LOCATE EXISTING UNDERGROUND UTILITIES. a. BRIGHT HOUSE NETWORKS (661)395-3351 b. CHEVRON PIPE -L SAN JOAQUIN (713)432-2302 c. CALIFORNIA WATER SERVICES (408)367-8323 d. MCI WORLDCOM CALIFORNIA (469)886-4238 e. PACIFIC BELL (661)398-4063 t PG&E BAKERSFIELD (877)743-7782 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPLACEMENT OF ALL STRIPING, PAVEMENT MARKERS, OR LEGENDS OBLITERATED DURING THE CONSTRUCTION OF THIS PROJECT. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW STRIPING, SIGNS, PAVEMENT LEGENDS, AND SANDBLASTING OF CONFUCTING STRIPING. 7. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF BAKERSFIELD, DEPARTMENT OF PUBLIC WORKS, PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. & UNDERGROUND SERVICE ALERT (USA) MUST BE CONTACTED, AT 811, 48 HOURS PRIOR TO CONSTRUCTION: 9. ALL MATERIALS ARE SUBJECT TO THE INSPECTION AND APPROVAL FROM THE CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS OR THEIR REPRESENTATIVE. - 10. SPECIAL REVISIONS MUST BE APPROVED BY THE CITY ENGINEER AND THE ENGINEER OF RECORD. A REPRODUCIBLE AS -BUILT PLAN WILL BE REQUIRED BY THE CITY AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ACCEPTANCE 11. TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK OR AS DIRECTED BY THE CITY OF BAKERSFIELD. WORK TO BE DONE: THE PROPOSED IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1.. THE KERN COUNTY SPECIFICATIONS AND STANDARD DRAWINGS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION (2016). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, CURRENT EDITION (2016). 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION (2017). 5. STANDARD PLANS AND SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK) CURRENT EDITION (2012). SIGNAL PLANS 9400 STINE ROAD PANAMA ELEMENTARY NEW CONSTRUCTION BAKERSFIELD, CA. 93313 SHEET INDEX $HEFT DESCRIPTION C-1.0 COVER SHEET AND NOTES C-2.0 SIGNAL PLAN BENCHMARK: THE MONUMENT AT THE INTERSECTION OF SINE ROAD AND RIBBONGRASS DRIVE WAS USED AS THE BENCHMARK. C.O.B. - USGS ELEVATION = 346.81 UNAUTHORIZED CHANGES & USES: THE ENGINEER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO OR USES OF THESE PLANS. ALL CHANGES TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PLANS MUST BE IN WRITING AND MUST BE DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH APPROVED BY THE PREPARER OF THESE PLANS. I THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE BEARING OF 1\100'34'25"E SHOWN AS THE CENTER LINE OF STINE ROAD, WHICH IS THE WEST LINE OF THE SOUTHWEST` QUARTER OF SEC 35, T.30S., R.27E., AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 25, PAGE 155 OF RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF KERN COUNTY. SCALE: 1" = 100' M Ilo O 2.0% FL FS FG FP INV TC TG P GB LS BCR ECR PRC C.O.B. 35'L 35'R VPI PI LP HP BVC EVC POVC BC EC CL EX 2+0O.00E PIF AP c� = ' LEGEND W TRAFFIC SIGNAL NOTES: Y y - 77--F- _ a.' 77_1_. +.-x- ,,. > -- W12- EXISTING WATER MAIN & SIZE 1. ALL CONDUITS SHALL BE 2" UNLESS OTHERWISE SPECIFIED ON PLAN SHEET. - ' 1� �. w I - _S12- EXISTING SANITARY SEWER PIPE &SIZE 2. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. PULL BOXES - -- ' 5 I I , .--%� ,, - D12 - �� EXISTING STORM DRAIN PIPE &SIZE PLACED AT 200 FEET MAXIMUM SPACING.-, - a �, EXISTING POWER POLE E 4^" ,I �5,i-aLi�aG - T - EXISTING TELEPHONE LINE 3. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BLACK BACK PLATES. ALL VEHICULAR AND PEDESTRIAN SIGNAL INDICATIONS s OE EXISTING OVERHEAD ELECTRICAL LINE SHALL BE L.E.D. I 't - [ I f %j_<� '' - G - EXISTING BURIED GAS PIPE 4. PEDESTRIAN HEADS AND PEDESTRIAN PUSH BUTTONS SHALL UTIUZE INTERNATIONAL SYMBOL INDICATIONS. PEDESTRIAN HEADS WILL , H( ( TV - .EXISTING BURIED CABLE TV J BE ILLUMINATED BY L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE TYPE B, CALTRANS STANDARD PLANS ES -5C. .I .el 4, 3 I = ; MANAMA ELEMENTARY �„/ ❑i� EXISTING TELEPHONE POE W/GUY CORE 5. ALL SIGNAL STANDARD ANCHOR BOLT NUTS SHALL HAVE COVERS. c o[ dI =-- ® EXISTING UTILITY VAULT 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS AND PLACEMENT OF TRAFFIC I ;t I,¢iII I, I' ( _HOQL ��TE`xF J.,Y ; O EXISTING STREET LIGHT SIGNAGE AS SHOWN ON THIS PLAN. EXISTING STORM DRAIN MANHOLE �r a 0 EXISTING SEWER MANHOLE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONTROL SIGNS AND MARKINGS (BY SAND BLASTING) AND ZI ® EXISTING SEWER CLEANOUT APPLICATION OF SIGNAL CONTROL MARKINGS AND SIGNAGE UPON TRAFFIC SIGNAL ENERGIZING. 1? I 1 '`:�- hilir, EXISTING FENCE LINE & THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL I?i `,I ' � 7 _ A ,,I �`I EXISTING FIRE HYDRANT TURN-ON UNLESS APPROVED BY THE CITY OF BAKERSFIELD. ALL SIGNAL FACES WILL BE TURNED AWAY FROM TRAFFIC AND COVERED EXISTING WATER VALVE UNTIL ACTIVATED. I , ` �� il H ` © EXISTING WATER METER 9. FLASHING OPERATION SHALL BE RED FOR ALL APPROACHES. PEDESTRIAN INDICATIONS SHALL BE DARK. - I', 1 a ?.�'" '~ H G M oo EXISTING GAS METER 10. SIGNAL CONTROL EQUIPMENT SHALL BE BENCH TESTED AT A FACILITY DESIGNATED BY CITY OF BAKERSFIELD. THE CONTRACTOR WILLI I i ,�\ I `' +,roti EXISTING TOPO POINT BE RESPONSIBLE FOR TRANSPORTING THE EQUIPMENT. fIII I 1 � ,) i � �. `F � `\' � �N� �{3o3J-� EXISTING CONTOUR W/ELEVATION 11. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE XY„,,,, - - �3oa-/ FINISH GROUND CONTOUR W/ELEVATION SLL IC-_ THE CORRECT CONDUCTORS AND/OR CABLES REWIRED TO PROVIDE FOR THE INTENDED SIGNAL OPERATION. J .IG 1C l.� lF / , I ,.1 �, 'k k„..,.t ---- STREET R/W 12. l THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE CONNECTION WITH PG&E. 9 , (- <. `1 -, -W12- ] . NEW WATER UNE & SIZE 13. ip ALL SALVAGE EQUIPMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD, EXCEPT FOR ANY EXISTING OVERHEAD STREET -S12- NEW SANITARY SEWER LINE SIZE LIGHTS TO BE REMOVED. - �� j 1 ... • . „.) I 1 f ` ° - ®2- NEW STORM DRAIN UNE &SIZE 14. 1 THE LUMINAIRES SHALL HAVE ONE TYPE IV PHOTOELECTRIC CONTROL (PEC). - ,1 111 d I,i d.,� ",.�� 1;.. f NEW WATER VALVE BENCHMARK: THE MONUMENT AT THE INTERSECTION OF SINE ROAD AND RIBBONGRASS DRIVE WAS USED AS THE BENCHMARK. C.O.B. - USGS ELEVATION = 346.81 UNAUTHORIZED CHANGES & USES: THE ENGINEER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO OR USES OF THESE PLANS. ALL CHANGES TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PLANS MUST BE IN WRITING AND MUST BE DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH APPROVED BY THE PREPARER OF THESE PLANS. I THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE BEARING OF 1\100'34'25"E SHOWN AS THE CENTER LINE OF STINE ROAD, WHICH IS THE WEST LINE OF THE SOUTHWEST` QUARTER OF SEC 35, T.30S., R.27E., AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 25, PAGE 155 OF RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF KERN COUNTY. SCALE: 1" = 100' M Ilo O 2.0% FL FS FG FP INV TC TG P GB LS BCR ECR PRC C.O.B. 35'L 35'R VPI PI LP HP BVC EVC POVC BC EC CL EX 2+0O.00E PIF AP Know what's below. Call before you dig CONTRACTOR SHALL CONTACT811 FCR LOCATION OF ALL UTA111r, AT LEAST T2 HORS PRIOR TO WGNNG CONSIRUCRON NEW FENCE LINE - - NEW FIRE HYDRANT NEW WATER VALVE NEW WATER METER NEW GAS METER NEW STREET LIGHT = PROPOSED GRADIENT = FLOWUNE = FINISHED SURFACE FINISHED GRADE = FINISHED PAD = INVERT OF PIPE TOP OF CONCRETE = TOP OF GRATE = TOP OF PAVEMENT = GRADE BREAK = LANDSCAPE = BEGIN CURVE RETURN = END CURVE RETURN = POINT OF REVERSE CURVE = CITY OF BAKERSFIELD DISTANCE LEFT OF CENTERLINE OF ROAD DISTANCE RIGHT OF CENTERUNE OF ROAD = VERTICAL POINT OF INTERSECTION = POINT OF INTERSECTION = LOW POINT = HIGH POINT = BEGIN VERTICAL CURVE END VERTICAL CURVE = POINT ON VERTICAL CURVE = BEGIN CURVE = END CURVE CENTERUNE = EXISTING = DIRECTION OF STATION LABEL = PROTECTIN PLACE ANGLE POINT ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL aFess� IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER oeR VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. �' r W v i o_ No. C-63332 APPROVED BY: l �% 'k P CIV1\1 A OF CAL1e0e CLAUDE ALAN WHITTEN DATE R.C.E. # C-063332 REVIEWED: s3�c 10/.3/11 TRAFFIC ENGINEER - DATE REVIEWED: APPROVED BY: ASSISTANT. PUBLIC WORKS DIRECTOR I NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 l0-7-11 I,* DATE DATE RECORDS NO.. `a _ Co I S� c� z A W Y Y y N Y Z Know what's below. Call before you dig CONTRACTOR SHALL CONTACT811 FCR LOCATION OF ALL UTA111r, AT LEAST T2 HORS PRIOR TO WGNNG CONSIRUCRON NEW FENCE LINE - - NEW FIRE HYDRANT NEW WATER VALVE NEW WATER METER NEW GAS METER NEW STREET LIGHT = PROPOSED GRADIENT = FLOWUNE = FINISHED SURFACE FINISHED GRADE = FINISHED PAD = INVERT OF PIPE TOP OF CONCRETE = TOP OF GRATE = TOP OF PAVEMENT = GRADE BREAK = LANDSCAPE = BEGIN CURVE RETURN = END CURVE RETURN = POINT OF REVERSE CURVE = CITY OF BAKERSFIELD DISTANCE LEFT OF CENTERLINE OF ROAD DISTANCE RIGHT OF CENTERUNE OF ROAD = VERTICAL POINT OF INTERSECTION = POINT OF INTERSECTION = LOW POINT = HIGH POINT = BEGIN VERTICAL CURVE END VERTICAL CURVE = POINT ON VERTICAL CURVE = BEGIN CURVE = END CURVE CENTERUNE = EXISTING = DIRECTION OF STATION LABEL = PROTECTIN PLACE ANGLE POINT ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL aFess� IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER oeR VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. �' r W v i o_ No. C-63332 APPROVED BY: l �% 'k P CIV1\1 A OF CAL1e0e CLAUDE ALAN WHITTEN DATE R.C.E. # C-063332 REVIEWED: s3�c 10/.3/11 TRAFFIC ENGINEER - DATE REVIEWED: APPROVED BY: ASSISTANT. PUBLIC WORKS DIRECTOR I NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 l0-7-11 I,* DATE DATE RECORDS NO.. `a _ Co I S� CHECKED BY: _ CAW DATE: 9/25/2019 DRAFTER EPM rSCALE: AS SHOWN . NO: 3642400 -SIGNAL NO.: 364-24-00SHEET -1.0 OF 2 c� z A W y N Z J 1 Z V w E V z W s J U Z J O CHECKED BY: _ CAW DATE: 9/25/2019 DRAFTER EPM rSCALE: AS SHOWN . NO: 3642400 -SIGNAL NO.: 364-24-00SHEET -1.0 OF 2 CONSTRUCTION NOTES: 1 INSTALL TYPE 2070E WITH A GDI 2070-6AE MODEM CONTROLLER IN A MODEL 332L ALUMINUM CABINET WITH THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL INCLUDE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER CABINET SHALL BE EQUIPPED WITH ONE (1) BITRAN 2033 PROGRAM INSTALLED, TWO (2) 764 MODEL PRIORITY DISCRIMINATOR CARDS, AND EDI 2010ECL CONFLICT MONITOR, AN UNINTERUPTIBLE POWER SUPPLY (UPS) SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SINNG-AWAY MOUNT, INE UPS (CLARY SPIOOO SERIES OR APPROVED OTHER) SHALL PROVIDE A MINIMUM OF 8 HOUR RED FLASH OPERATION USING ALL RED L.E.D. SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING TO THE CONTROLLER. g INSTALL TYPE III -BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER IMPERIAL. IRRIGATION DISTRICT (IID) REQUIREMENTS. PROVIDE 5OA-IP, 120V SIGNAL METERED CIRCUIT BREAKER, 15A -1P, 120V LI.S.N.S. METERED CIRCUIT BREAKER, AND 30A -2P, 240V LIGHTING METERED CIRCUIT BREAKER. THE SERVICE. CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CALTRANS SPECIFICATIONS, CALTRANS STD. PLAN ES -2E. 3 INSTALL EMERGENCY VEHICLE PRE-EMPTION (E.V.P.E.) DETECTOR UNITS (GTS OPTICOM MODEL 719 }. CONTRACTOR SHALL FURNISH AND INSTALL EV.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLES AND ALL OTHER NECESSARY HARDWARE. + INSTALL STANDARD STREET SIGN PLATE MAST ARM MOUNT PER CITY OF BAKERSFIELD STANDARD T-3. Efl INSTALL MAST -ARM MOUNTED MUTCD R3-4 'NO U TURN' SIGN, AS NOTED ON PLAN, PER CALTRANS STANDARD PLAN ES -714, DFTAIL 'U'. INSTALL NO, 5(T), TRAFFIC SIGNAL PULL BOX, PER CALTRANS STANDARD PLAN ES -8. CONTRACTOR TO REMOVE AND REPLACE SIDEWALK PANEL WHEN INSTALLING BOX. INSTALL NEW TYPE "D" & "E" LOOP DETECTORS, PER CALTRANS STANDARD PLAN ES -56. 8 INSTALL NO. 6(T), TRAFnC SIGNAL PULL BOX, PER CALTRANS STANDARD PLAN ES -8. R5 REMOVE AND SALVAGE NOTE: CONTRACTOR SHALL INSTALL (1) ENCOM 900 MHZ(5100R) SPREAD SPECTRUM RADIO SYSTEMS. THE CONTRACTOR SHALLINSTALL(1) 15 DBI YAGI CUSHCRAFT ANTENNA. THE EXACT ANTENNA PLACEMENT SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. THE SYSTEM SHALL INCLUDE LIGHTING PROTECTORS THAT WILL BE INSTALLED IN THE TRAFFIC SIGNAL CABINET. THE CONTRACTOR SHALL INSTALL CB-10300(LMR 400) COAXIAL CABLES FROM THE 332 CABINET TO THE ANTENNA. THE CONTRACTOR SHALL INSTALL TYPE N CONNECTORS ON EACH END OF THE COAXIAL CABLES. INSTALLED RADIO SYSTEM SHALL BE INSTALLED IN THE CONTROLLER CABINET. THE CONTRACTOR SHALL CONTACT MCCAIN TECHNICAL SUPPORT AT (831)236-8868 TO PROGRAM THE RADIO. st- TIM a 4.5700 NMG F te'i RE SIVA GA 71 SNAIL RE ALUMNOR 0.125' R4GK ABA ANLL BE ARNROR,.YD 8Y 406VIVI C A t'X /' Af UI RNUM AARCE BRACE TO THE IUP LOGF OF THE PANE. THE BACKGROUND SHALL RE GREEN DTAM6XV GRACE COME (00,- R7-ZEUK7 &AFEZNG WAV I" WWTE MAR ON GN ALZ SEES LETTERING SHA -'t 8E NWTE DAY ASF UMP VEMIEVEM,, R' &WS E MOORED' UPPER CASE SOSO,ai LETTERS,6 SUES '[-MOtPO'WhER CASE &OCC YUNRER AAD SM}7AS (WRi APPt'C48LE) 4- SERIES-E-mm-RED' RACKNOWAR AND LEGERE .r UL BE &STALL`O G1' RON SIDES IF PA{iEL - JUTALL USN. WAST ARM HANG'64 BRACKETS HAHKINS-Tr,QE YfO-J AD.ASTARf AND ODD SERE Tt APPROAD [COAL. EAGN B.RAPTT .F+AU. 9E MOUNUD WRY A COURSE RAMP CE 3/?' HEAVY &S' STARAGS S07 STRAP RLNGM: 6,2/2013 i-03DWG POLE PL ACEMENT DIMENSIONS 'A' &ACE OF CURB OR .B. EDGE OF SHOULDER '* \ r `c�4m +IBEGIN BCR CURB RETUR NOTE, FOR "A" AND 'B" DIMENSIONS SEE POLE SCHEDULE EMERGENCY VEHICLE PRE-EMPTION EVD - A = 08 & �3- EVD - B m2 & t5 EVD -C = ¢4&07 EVD -D 06&�l POLE AND EQUIPMENT SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING & PLACEMENT fJp�AND $---� /��\CONDUIT '� '—' DIMENSIONS 5. 6 LOC. REMARKS MASTARM A B VEHICLE PEDESTRIAN LUMINAIRE e TYPE 2' SIG. -UM. FT. FT. POLE MASTARM SIGNAL P.P.B. LED A 26-3--100 40' 12' 7.5 3' SV -1 T MAT 0, SP -1-T f8 250 W F= 16' w 9 1 MAS �2 1 1 ca - X7,04 �2 PPB �8 1-A 1 1 r 1 7' 2' SV -1-T Lr) SP -1-T E2 ---......_. C 17-2-100 20' 12' 12' 2.5' SV -1-T MAS -413 Q2 250 W frl1,�6,¢6P 1 0 Q4 & 07 I 0 1 0 D 1-A 5' 3' SV -1-T SP -1-1 1 1 r 1 R9 -3A E 69-5-100 60' 15' -3' 3' SV -1-T MAT 1, 06 SP -1-T 250 W 1 MAS ti."J ,�8 PPB F= 15' F= r5° �F 1-A 1 5' 3' SV -I -T .... _ A6 17-2-100 20' 12° 5' 4° SV -1—T M3 - 8 SP-I—T 0 250 W c:1 TOTALy 1� ...._1 3- 1 4 2 4 2 8 6 2 2 T772 N I __.. _5'. IT SV—I—T SP—I—T �8 1 TYPICAL LOOP DETECTOR SPACING f.—. 1, CENTER LINE ON LANE Fq 9O° 10_10_ TYPE D TYPE E TYPE E TYPE E NO SCA I le I lil: I low 0 % CONDUCTOR CABLE TYPED T PHASE fJp�AND $---� /��\CONDUIT '� '—' �\SCHEDULE '-----' 5. 6 ZL ZN f0 1r 2° 3^ 4- 4 e 2-4" 2' 2" 1 4" 3" 2" VEHICULAR 12CSC (.i till �2.05,s(t2P g�8 PPB Zzzz 1 1 1 i r 1 /may7,8,�8P PPB ® w 9 1 1 1 1 1 1 1 ca - X7,04 �2 PPB T i 1 1 1 r 1 r 7 1 r Lr) O @ �1,�2,t2P D X7' 1 D t D D 1 D frl1,�6,¢6P 1 0 r 0 I 0 1 0 /may �:l6 $3,$4 —. PP8 1 1 r 1 1 1 Pae1 l 1 �3,�8,�8P O PPB 1 ti."J ,�8 PPB 1 .... _ PPB 3CSC TOTALy 1� ...._1 3- 1 4 2 4 2 8 6 2 2 T772 —1 i EVD -A �2 & �5) ._ __.. 1 1 1 EMERGENCY EVD -B (�4 & $7) 1 _ 1 1 9 1 1 VEHICLE. 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