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HomeMy WebLinkAbout3.2-518 Record DrawingLEGEND © SURVEY MONUMENT - T— SECTION CORNER MONUMENT, NO MONUMENT EXISTS ® INSTALL CITY -FURNISHED SIGNAL CONTROLLER CABINET (� FURNISH & INSTALL NO. 5 PULL BOX ® FURNISH & INSTALL NO. 6 PULL BOX EXISTING GAS LINE INSTALL CITY -FURNISHED TYPE III -BF SERVICE PEDESTAL ROUND SIGNAL FACE PEDESTRIAN % SIGNAL FACE LEFT ARROW � SIGNAL FACE EXISTING FIBER OPTIC LINE INSTALL CITY -FURNISHED MAST ARM SIGNAL STANDARD ZITS OF STREET LIGHT WITH MAST ARM UNDATION ROUND SIGNAL FACE LIMITS OF FOUNDATION INSTALL CITY -FURNISHED TYPE 1 SIGNAL STANDARD PEDESTRIAN SIGNAL FACE MITS OFJr�% INSTALL CITY -FURNISHED PEDESTRIAN PUSH BUTTON POST NDA11ON EXISTING OVERHEAD UTILITY LINES 101- INSTALL CITY -FURNISHED AUTOSCOPE "RACK VISION" OR APPROVED EQUAL e INSTALL CITY -FURNISHED OPTICOM 711 PREEMPTION DEVICE 0 FURNISH & INSTALL MCCAIN ENCOM 510OR 900 MHZ RADIO SYSTEM 3 INSTALL TYPE "C" DETECTOR LOOP QINSTALL TYPE "E" DETECTOR LOOP BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS 13/1--- STATION IN 100 FEET - - - I - - CENTERLINE OF CONSTRUCTION ----------RIGHT OF WAY — - - - - - - — SECTION LINE — —UTILITY EASEMENT ------ ---- -----FURNISH & INSTALL CONDUIT STD" l�J STANDARD LOCATION DESIGNATION NECESSARY PRIOR TO INSTALLATION OF STANDARDS. CONDUIT RUN DESIGNATION FLOWLINE 12 ITEM OF WORK - SEE SCHEDULE -� --a -� - — EXISTING SWALE FLOWLINE PAY FINAL PAI QUANTITIES -- ^� EXISTING MEDIAN MEDIAN CURB _ - J ® EXISTING STORM DRAIN MANHOLE , „ , ® EXISTING CATCH BASIN Qs EXISTING SEWER MANHOLE -------------P--------EXISTING ® EXISTING TELEPHONE MANHOLE "LIQUIDATED DAMAGES", OF THE STANDARD SPECIFICATIONS. -Q- EXISTING POWER POLE El---* EXISTING STREET LIGHT it EXISTING PG&E NO. 043459 PULL BOX EXISTING A.C. FLOWLINE ® EXISTING NO. 5 PULL BOX , ® EXISTING NO. 6 PULL BOX ID 0 A D BP X: V u IE [pl, ID34[�VtIC�L�14 OO � pML���C� MOO G3C'�� TRAFFIC N1L 1 L11 HTIN Y TEMI�N,TAL,,LAT10e.N AT T, H IN T R CTION OF K R RO N P CH CO RO BEARING BASIS BENCH MARK THE CENTERLINE OF AKERS ROAD WHICH IS THE TOP OF BRASS CAP LOCATED AT THE INTERSECTION NORTH -SOUTH MID-SECTION LINE OF SECTION 14, 327 AS OF AKERS ROAD AND PACHECO ROAD. DETERMINED USING THE SURVEY INVESTIGATION AND ELEVATION = 366.36 CITY DATUM. PERPETUATION MAP AS FILED IN THE OFFICE OF THE KERN COUNTY SURVEYOR AT MAP BOOK 6, PAGE 29. SAID LINE BEARS NORTH 000 35'54.5" EAST. - CL AMLS ROAD►I II iii ii it-- (BASIS OF BEARINGS) 'r�-I l i i i i t I T-=- � II L J II I I iJL------------JLl UM TRAM 11 4 r-rr----------- - irz I -+i I itit I I II I l t { I I I ! I I, Im t I I ----------------------------- I II I I II 1 L ------------------------ --'it I T--------- ------------- ------------ b — --_- - -- _o ---_----=_�- -- _-----�-`------T------------- -------------------- �i�------c�------ \�-------------- - — Q14 23 . — — — — _ — \ � _ - - ---1----------------------- _ - _ _ - 1 -_- ----1-------1— --1--------------- --------------------- ----------------------- _ +7 - -]PACHWO ROAD - - - - - - -- -- -- -- ---------� `;� i' - - -- -- -- --- it I jJ II II 1I n i SIGN DESIGNATON �1�-1 - �EXISTING TRAFFIC SIGNS CONSTRUCTION NOTES: CONSTRUCT TRAFFIC SIGNAL i EXISTING RAILROAD TRACKS 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT I �� ' s EXISTING SEWER LINE ' :i TRAFFIC LOOPS & SIDEWALK 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL -- � EXISTING STORM DRAIN LINE - - - - - - - - - - -OUTER DIAMETER OF EXISTING PIPE POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. w EXISTING WATER LINE 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" �I W SAN DIEGO Ck . QQ V STATE OF CALIFORNIA cc 0 >>"f.X q' �: all ` r, zRasrt x;rr. 'YS q ><:.� - 5 twwcru a >, F 12, r MV z PROJECT" � Q T `t 4 LOCATION ICCA CT 11f va 11, s aAV.s= x Tr t a` IL Ml em S`',. u"" i, #' t � t §iSr-.�P'°",. Vsw'1"Ck* a �"isA'iC^-.�r..''-,@}yi y%k a a'-. i -"-p'N&-, - T— EXISTING UNDERGOUND TELEPHONE LINE CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE (� ��� `;,\ LIST OF D RA I G S a G' EXISTING GAS LINE PLANS AND SPECIFICATIONS. ; `;. " " - - � Fo EXISTING FIBER OPTIC LINE 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN ; ;; I i ��� - SHEET 1 COVER AND TITLE SHEET � --�--1�---EXISTING EDGE OF PAVEMENT EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE ASmum EXISTING INVERT SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO SCALE: 1 "=50' — — —oH EXISTING OVERHEAD UTILITY LINES DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE"; HE SHALL C SHEET 2 PHASE 1 CONSTRUCTION TRENCHING OPERATION, CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE 0 F EXISTING UNDERGROUND ELECTRIC LINES IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE ' " °° ' ' TOP OF BANK BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS � ----- ---- ---- EXISTING UNDERGROUND ELECTRIC LINES IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE I CATCH BASIN SO THAT THE LOCATIONS OF THE SIGNAL STANDARDS MAY BE REVISED IF _ u EXISTING MULTIPLE UTILITY TRENCH SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. IF SUCH STD" CITY OF BAKERSFIELD STANDARD NECESSARY PRIOR TO INSTALLATION OF STANDARDS. FLOWLINE EXISTING CURB AND GUTTER SUSPENSION DELAYS THE CURRENT CONTROLLING OPERATION, THE CONTRACTOR �x. I i ii PAY FINAL PAI QUANTITIES WILL BE GRANTED AN EXTENSION OF TIME AS PROVIDED IN SECTION 8-1,07, , „ , -------------P--------EXISTING BACK OF WALK "LIQUIDATED DAMAGES", OF THE STANDARD SPECIFICATIONS. ' „ I ' I II I 'III - _ -.- EXISTING A.C. FLOWLINE , -�-0 a 0- EXISTING BLOCK WALL i I ;; ;,' I REMOVE ASPHALT CONCRETE PAVEMENT 2232 SF x x x x EXISTING FENCE IF SUCH SUSPENSION DELAYS THE CURRENT CONTROLLING OPERATION MORE II II If x —0 0 O 0— 0 EXISTING CHAINLINK FENCE THAN TWO (2) WORKING DAYS,, THE DELAY WILL BE CONSIDERED A RIGHT,OF WAY -11 i, ;; ; , REMOVE TRAFFIC STRIPES AND PAVEMENT - -� EXISTING TEMPORARY A.C. PAVEMENT TO DELAY AND THE CONTRACTOR WILL BE COMPENSATED FOR SUCH DELAY AS `RIGHT I 11, i i 1275 SF MARKINGS (PAVEMENT MARKINGS) � = BE REMOVED , AND REPLACED BY CONCRETE PROVIDED IN SECTION 8-1.09, OF WAY DELAYS", OF THE STANDARD - i t1 I ADDITIONAL CONCRETE AREA TO BE POURED SPECIFICATIONS. ! II If I �----� (NOT INCLUDED IN CONTROLLER CABINET) i i i it I ABBREVIATIONS THE DEPARTMENT RESERVES THE RIGHT TO USE OTHER FORCES FOR �I W SAN DIEGO Ck . QQ V STATE OF CALIFORNIA cc 0 >>"f.X q' �: all ` r, zRasrt x;rr. 'YS q ><:.� - 5 twwcru a >, F 12, r MV z PROJECT" � Q T `t 4 LOCATION ICCA CT 11f va 11, s aAV.s= x Tr t a` IL Ml em S`',. u"" i, #' t � t §iSr-.�P'°",. Vsw'1"Ck* a �"isA'iC^-.�r..''-,@}yi y%k a a'-. i -"-p'N&-, "EP" EDGE OF PAVEMENT "STA" STATION EXPLORATORY WORK TO IDENTIFY AND DETERMINE THE EXTENT OF SUCH a "TC"" TOP OF CURB "MH" H MANHOLE MATERIAL AND FOR REMOVING HAZARDOUS MATERIAL FROM SUCH AREA. KEY MAP FL FLOWLINE SMH "EXIST" SEWER MANHOLE 4, CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS � "CL" "DMH" CENTERLINE DRAIN MANHOLE "INV" EXISTING INVERT SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO SCALE: 1 "=50' RYAN STARBUCK DATE TRAFFIC ENGINEER "TOM" TOP OF MANHOLE "C&G" CURB & GUTTER TRENCHING OPERATION, CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE 0 '� "ELEV" ELEVATION "TOB" TOP OF BANK BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS � LIGHTING SYSTEM INSTALLATION`` "FC" FINISH CONCRETE "CB" "COB CATCH BASIN SO THAT THE LOCATIONS OF THE SIGNAL STANDARDS MAY BE REVISED IF _ "RELOC" RELOCATED STD" CITY OF BAKERSFIELD STANDARD NECESSARY PRIOR TO INSTALLATION OF STANDARDS. �I W SAN DIEGO Ck . QQ V STATE OF CALIFORNIA cc 0 >>"f.X q' �: all ` r, zRasrt x;rr. 'YS q ><:.� - 5 twwcru a >, F 12, r MV z PROJECT" � Q T `t 4 LOCATION ICCA CT 11f va 11, s aAV.s= x Tr t a` IL Ml em S`',. u"" i, #' t � t §iSr-.�P'°",. Vsw'1"Ck* a �"isA'iC^-.�r..''-,@}yi y%k a a'-. i -"-p'N&-, AFINOLD RAMMING DATE a CIVIL ENGINEER IV, DE ENGINEERING Z o,� W � y U RYAN STARBUCK DATE TRAFFIC ENGINEER CITY OF BAKERSFIELD 0 '� INTERSECTION OF AKERS ROAD AND >• LOCATION MAP s F Q Z APPROVED BY: RA I_ M. ROAS, R.C.E. 39800, EXPIRES 12-31-11 DATE y PUBLIC WORKS DIRECTOR Z APPROVAL RECOMMENDED: u SUBMITTED BY: > ft. 28104 341, _ BRAD UNDEZA7055 DATE ASSISTANT PUBLIC WORKS DIRECTOR Z `f-27-fo C°i RICHARD MEYER, R.C.E. 28104 DATE File Name: COB06008TS.DWG er L. Civil Engineering, Inc. CITY PROJECT NO: T71<142110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 AFINOLD RAMMING DATE a CIVIL ENGINEER IV, DE ENGINEERING Z � y U RYAN STARBUCK DATE TRAFFIC ENGINEER CITY OF BAKERSFIELD 0 '� INTERSECTION OF AKERS ROAD AND OF PACHECO LOAD TRAFFIC SIGNAL AND 2 � LIGHTING SYSTEM INSTALLATION`` SHEETS � u PRINTED DATE: 4/27 /10 CONDUCTOR SCHEDULE DENOTES CONDUIT INSTALLED I WITH AKERS RD. IMPROVEMENTS l— CONDUITSIZE CONDUCTOR WOUNNUMN "AMNFAI"A "AMMMMMMMN i RUN ��PRE-EMPTION CABLE DETECTOR 0 6 DETECTOR 0 8 DETECTOR CONDUCTOR SCHEDULE CONDUITSIZE CONDUCTOR (N) =NEW RUN Win" m 0 m nA MMMMi 2 #10 LIGHTING 2 ENE= -to 10 6 06 ERVINTMIRT MO. N, COMMON GROUND ---- 0 1 DETECTOR 5 0 3 DETECTOR 4 bE TECTOR A - 20 07 DETECTOR CONTROLLER CABINET DETAIL A 0 8 DETECTOR 1 2 3 SCALE: 1"=10' TOTAL 1 1 3 2 2 1 2 1 1 3 4 ki 0 20 R/W E, P. --------------------- ......... Efl& H, -STOP AHEAD- V I' x �Aj,F: F D I - dr I I d D H,. -STOP AHEAD - p INSTALL SIGNAL STANDARD fl tj I I I I I 'J'STALL�_,4`,ST'�RM' SIGNALO STA. 10+58.68, 40. T. N STA. 10+61,17, 36.63RT. CAUTION! PIPE CULVERT L\ BELOW -DO NOT OVERDRILLI -- - - - - - - - - –7 - INSTALL PED. PUSH FBUTTON® STA. 10+51.53, 38.75RT. INSTALL SIGNAL STANDARD 01 4 STA. 10+44.25, 56.47RT. INSTALL MAST ARM SIGNALG' STA. 10+37.79, 56.96LT. "o e , Q\$ A _4 INSTALL SIGNAL STANDARD D D 0 ki 6 vv IiTYP - - - - - --- - - - - - - - - - - - - - - - - - - NEW #6 PULL BOX BOX — — — — — — — — — - — — — — — — R/W -F.L. ± . RAILROAD INSTALL MAST ARM SIGNAL 7 EXISTZL_�_l � SIGNAL STA. 9+44.45,36.93LT. �_�B W MEDIAN D R/W CURBS B/W EXISTING RAILROAD SIGNAL BUNGALOW 0 - (VO)9z�: I I I 10 D 1 -4 1 D - -----a 3 18 02IR (STING ELECTRICAL 01 11 7-0 SERVICE TO RAILROAD l�JBUNGALOW �i P00-1 � � 'I � ! , - , -1 - , 'r - I . SECTION LINE / RAILROAD RW / KDWD RW -------- - - - - - - — - — - — - — - — - — - — - — ;= -- - - - - - - - - - - - - - - - - A -- UlAm. vv /Z5 VIVL CULVERT LLI — — - -(3— — — — — — -'- 4'_ N -CO -VER) . 6 V E R) 01 Ob 731\ 4- E B �J 0 "W1 8 CONSTRUCTION NOTES: SHALL INSTALL CITY -FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. �� SEE CONTROLLER CABINET DETAIL A "�'( ` CONTRACTOR SHALL INSTALL CITY -FURNISHED STREET NAME, SIGNS PER SPECIAL PROVISIONS. CONTRACTOR SIGNS SERVICE " SHALL BE 120V/208V TYPE III -BF, FURNISHED AND INSTALLED, BY THE CONTRACTOR. PULL BOX �SHALL STANDARD CONTRACTOR'. SHALL, REMOVE AND SALVAGE I EXISTING STREET, LIGHT (NO. 62322). 0 IN FROM OF CONTROLLER BE #6. POLL, BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT PPB Z; Z. Z: VIDEO CAMERA & SHALL., B -__ PG&E #043459. n1l: CONTRACTOR TOR SHALL REMOVE ROADSIDE SIGN PER SPECIAL PROVISIONS. 12 'DON17WALK CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO n12 - CONTRACTOR'SHALL REMOVE, &,RELOCATE 23 LF EXISTING CHAINLINK FENCE AND. PLACE 3 LF CHAINLINK U5z TYPE Ill- BF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS, OTHERWISE NOTED. SV -1=T AS' -FENCE IN LIKE, KIND. CC cr 1 CE ujlw!w Cc, ALL NEW SIGNAL INDICATIONS SHALL BE 12" LED "RED-, -GREEN- AND "YELLOW" SPECIFICATIONS. n8 CONTRACTOR SHALL REMOVE EXISTING TEMPORARY A.C. IN CURB RETURNS AND SURROUNDING AREAS n4 CONTRACTOR SUPPLIED LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES & > w1w W cCc; 0:, AND POUR CONCRETE SIDEWALKS PER COB STD. ST -3 AND INSTALL "CASE A" HANDICAP RAMPS PER R/W _Vl"i CL CAD RANS STD. A88A. n5 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED "UPRAISED HAND" AND "WALKING PERSON" 14 CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS AS INDICATED ON PLANS. COMBO, NTERNATIONAL SYMBOL TYPES AS DETAILED IN THE SPECIFICATIONS. 95 NOT USED. B/w n6 LOCATIO S OF THE STANDARDS SHALL BE AS SHOWN ON THESE PLANS, OR AS DIRECTED BY. THE 06- ENGINEER AT THE SITE - CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR n16 THE CONTRACTOR SHALL INSTALL CITY FURNISHED MCCAIN ENCOM 510OR 900 MHZ SPREAD SPECTRUM SIGNAL POLE LOCATION TO FILE DOLE PLACEMENT. ALL STATION IS BASED, RADIO SYSTEM. ONE RADIO SYSTEM SHALL BE INSTALLED AT SO. H STREET & PACHECO RD. THE OTHER n7 CONTRACTOR SHALL FURNIISH AND INSTALL ONE (1) AUTOSCOPE -RACK VISION- OR APPROVED EQUAL SP -1-T SYSTEM SHALL BE INSTALLED AT AKERS RD & PACHECO RD. I 0- VIDEO C MERA ON THE LUMINAIRE MAST ARM INDICATED ON THE PLANS. AND PER THE SPECIAL n THE CONTRACTOR SHALL INSTALL ONE M10444 15DBI VAGI CUSHCRAFT ANTENNA ATEACH INTERSECTION. PROVISIONS. ALL WIRING SHALL BE INTERNAL TO THE POLES, AND NO COAXIAL SPLICES WILL BE THE EXACT ANTENNA PLACEMENT SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. THE 20 Z ALLOWED, LOCATE THE CAMERA 2' [0.61m] FROM THE CENTER OF THE LUMINAIRE. I THE VIDEO AND LJJ 0 < CONTRACTOR SHALL INSTALL, AN M10454 -LMR COAXIAL CABLE FROM THE 332 CABINET TO THE ANTENNA. R/W w I U) _117 SP -1-T & B/W THE SYSTEM SHALL INCLUDE AN M10454 LIGHTNING PROTECTOR THAT WILL BE INSTALLED IN EACH POWER CABLE OPENINGS SHALL BE 4' [1.22m] FROM THE CENTER OF THE LUMINAIRE. THE CONTRACTOR 19-4-0& TRAFFIC SIGNAL CABINET. C) Z SHALL CDNTACT -THE CITY OF BAKERSFIELD'S TRAFFIC ENGINEERING DIVISION (661) 326-3994 TWO WEEKS 04 EACH RADIO SHALL BE PROGRAMMED BY ITERIS INC. THE CONTRACTOR SHALL CONTACT'ITERIS f-71 F8-1 PRIOR To THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL BE COMPLETED BEFORE SIGNAL IS TECHNICAL SUPPORT AT (949) 270-9619 TO PROGRAM EACH RADIO. ACTIVATED. n17 REPLACE EXISTING NO. 5 PULL BOX WITH NO. 6 PULL BOX CONTRACTOR SHALL INSTALL FOUR (4) CITY -FURNISHED OPTICOM 711 PREEMPTION DEVICES. THE LT -MAT CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND MOUNTING HARDWARE (PELCO AB -121). ONE TYPE 1A OPTICOM 754 PHASE SELECTOR UNIT WILL BE INSTALLED IN THE CABINET BY THE CITY. EXACT SP -1-T CONDUCTOR NOTES: 02 HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. THE 26•4- 19q 15 CONTRACTOR SHALL PROVIDE AN ON-SITE OPTICOM TECHNICIAN, WITH DDL. CONTACT AN OPTICOM 1. 554 DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS. M ` "AKERS ROAD REPRESEITATIVE 48 HOURS PRIOR TO TURNING ON SIGNAL AT (714) 321-7513. 26-3-8$ 2. CONDUITS DESIGNATED (N)EW or (E)XISTING REFER TO CONDUIT ONLY. SP -1-T 08 02 R3-4 3. ALL CONDUIT AND CONDUCTORS SHALL BE NEW. 5 40, LT -MAT Lj13 9 (_0 ROTATE SOUTHEAST HANDICAP RAMP 1.5, SOUTH TO ALLOWFOR SIGNAL STANDARD ';FOUNDAI]ON-4.:-MATCH,' WITH 1,R/W Fili&B,"STOP AHEAD" 11 r la SCALE: 1"=10' 0 0 w 0 C> Q0 coCO I­ cp CD co 0) C? --- -------- Z� t — 4 co CD rZ W x Rt 0 co u, INSTALL MAST ARM SIGNAL@ C/) STA. 9+57.90, 52.28RT. cu co w 5 � Q0 (0 INSTALL SIGNAL SfANDARD(B cfj STA. 9+45.36, 40.63RT. CL0 _c Q rr MAST ARM SIGNALS, SIGNS LOC. STANDARD 'LIGHTING 0 WALK W -DW PPB Z; Z. Z: VIDEO CAMERA & U]]& M14,"STOP AHEAD" << I uj w;l w cl 'DON17WALK 0 0 � 02 io:E i.cq (UNLESS'OTHERINISE NOTED) �-R/Woio;olm U5z co m, M! W 0; oi Q, 15' SV -1=T AS' Sp -1-T' CC cr 1 CE ujlw!w Cc, 08 PACHECO ROAD n8 2, a, U) u) & PPB POST < > w1w W cCc; 0:, _Vl"i CL ta 53 STA. 53+37 8J6U z TYPE 1A '4 TV -2-T SP -1-T 08 06- 12-1 N co = 0 :E LL 0 00 Cl C? <0 co _0 SIGNAL POLE LOCATION DETAILS ALL STATION IS BASED, ON AKERS ROAD C.L. SCALE: 1"=10' 0 0 w 0 C> Q0 coCO I­ cp CD co 0) C? --- -------- Z� t — 4 co CD rZ W x Rt 0 co u, INSTALL MAST ARM SIGNAL@ C/) STA. 9+57.90, 52.28RT. cu co w 5 � Q0 (0 INSTALL SIGNAL SfANDARD(B cfj STA. 9+45.36, 40.63RT. CL0 _c E Q rr MAST ARM SIGNALS, SIGNS LOC. STANDARD 'LIGHTING 0 WALK W -DW PPB Z; Z. Z: VIDEO CAMERA & U]]& M14,"STOP AHEAD" << I uj w;l w cl 'DON17WALK 0 0 � 02 io:E i.cq (UNLESS'OTHERINISE NOTED) �-R/Woio;olm U5z co m, M! W 0; oi Q, 15' SV -1=T AS' Sp -1-T' CC cr 1 CE ujlw!w Cc, 08 PACHECO ROAD n8 2, a, U) u) & PPB POST < > w1w W cCc; 0:, _Vl"i CL i Z- W ��I!R zz�l co 53 STA. 53+37 8J6U z TYPE 1A 1 10 lz TV -2-T SP -1-T 08 06- 12-1 N co = 0 :E LL 0 00 Cl C? <0 co _0 01 cr 0 (0 cc ci� < H c C) p 0 OD —c" i Q m i 0 _ww w (.5 lz 1 a) C) 11) SP -1-T -D 0- 1= , 76 U- is n ------------------------------- fr ----------- —T—T_ 20 Z LJJ 0 < TYPE 1A R/W w I U) _117 SP -1-T & B/W CL wQ 19-4-0& 15' C) Z Sp -1-T 02 04 179_1 PACHECO ROAD f-71 F8-1 W z06 E Q rr MAST ARM SIGNALS, SIGNS LOC. STANDARD 'LIGHTING VEHICLE WALK W -DW PPB MAST ARM MOUNTED SIGNS VIDEO CAMERA & LL << SIGNALS'. 'DON17WALK 0 0 (UNLESS'OTHERINISE NOTED) PRE-EMPTION U5z 15' SV -1=T AS' Sp -1-T' 06 08 PACHECO ROAD n8 35 & PPB POST < <T R3=4 CL LTM - MAT z TYPE 1A TV -2-T SP -1-T 08 06- 12-1 SV -17T AKERS ROAD MAS SP -1-T 04 06 R3-4 35' LT -MAT TYPE 1A TV -2-T SP -1-T 06 04 19-4-0& 15' SV -1-T MAS Sp -1-T 02 04 179_1 PACHECO ROAD f-71 F8-1 25' R3-4., LT -MAT TYPE 1A TV -2-T SP -1-T 04 02 26•4- 19q 15 SV -1-T M ` "AKERS ROAD n8 26-3-8$ MAS SP -1-T 08 02 R3-4 40, LT -MAT TYPE 1A TV -2-T SP -1-T 02 08 INt tilANUAHUti Al WCAIIUNb G & -(3 NAVE BEEN SWITCHED TO BETTER MATCH THE CONSTRUCTION FOR PHASE 1. AFTER PACHECO ROAD HAS BEEN BUILT TO ITS ULTIMATE WIDTH, THE STANDARD AT LOCATION C SHALL BE MOVED TO LOCATION G AND VICE VERSA. 22 2'3 74 .215 26 2"7 LL_ U) Q rr f'r w < w LL << Z ozQ (D 0 >- �- U5z 0 ()o T_ I I LL < w < <T cf: CL z SHEET NO. R-9 OF