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HomeMy WebLinkAbout6.1-1747LIST OF DRA WINGS SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS SHEET 3 DEMOLITION PLAN SHEET 4 STREET IMPRO VEMEN T PLAN SHEET 5 STRIPING PLAN SHEET 6 TRAFFIC SIGNAL AND LIGHTING SHEET BENCHMARK CHISELED SQUARE ON TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF WIBLE ROAD AND BERKSHIRE ROAD. ELEVATION. 358.56 NA VO 88 BASIS OF BEARING CITY OO F BA ; ERSFIELD PA BLI PLANS FOR ROADWAY WIDENING ON BERKSHIRE ROAD FROM WIBLE ROAD THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 25, T.30S., R.27E., M.D.M. WHICH BEARS NOO°36'02"E PER PARCEL MAP 4385, RECORDED IN BOOK 19, PAGE 105, OR. CITY STANDARDS ST -1, ST— 7, T-6, T-21 CAL TRANS STANDARDS 2010 A20A, A20B, A20D, A24A, A73A, A87B, A88A, ES -1A, ES -1B, ES—IC, ES -4A, ES -4B, ES -4C, ES -4D, ES -4E, ES -5A, ES -5B, ES -5C, ES -5D. ES -7B. ES -8, ES -13A CONVENTIONAL SYMBOLS SECTION LINE RIGH T— OF— WA Y CEN TERL INE FENCE UTILITY SYMBOLS - W__ WATER LINE S G GAS LINE D BT BURIED TELEPHONE TV CABLE E _T AERIAL TELEPHONE CABLE off iC EXISTING INTER— Flo CONNECT CONDUI T M. H. Cs MANHOLE F H. � P. P. CO-) POWER POLE W M. ❑ ® EXISTING MONUMENT w. V N S. L. STREET LIGHT G.M. C. 0. CLEAN OUT G. V 0 EP EDGE OF PA VEMEN T -Q- FL FLOW LINE RW P. G. PROFILE GRADE DW SW SIDEWALK VC EXIST. CURB & GU TTER EXIST. A.C. FL 0 W LINE EXIST. EDGE OF PA VEMEN T IMPRO VEMEN TS SEWER LINE STORM DRAIN TELEVISION CABLE UNDERGROUND ELECTRICAL LINE OVERHEAD ELECTRICAL LINE FIBER OPTIC LINE FIRE H YDRAN T WATER METER WATER VALVE GAS METER GAS VALVE BENCHMARK RIGHT OF WA Y DRI VEWA Y VERTICAL CURVE TO 250'EAST For use in connection with the Standard Plans of the State of California Department of Transportation dated 2010 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASUR REMOVE TRAFFIC STRIPES & PAVEMENT MARKINGS i t SF ROAD WA Y EXCA VA TION 380 .J TRAFFIC STRIPE DETAIL 5 140 LF TRAFFIC STRIPE DETAIL 22 j LF TRAFFIC STRIPE DETAIL 27B 140 LF TRAFFIC STRIPE DETAIL 38 195 LF PA VEMEN T MARKINGS 870 SF HARRIS BOAT! -- C) Q: _ co W F ? F PAIVAMA LANE p ! Q O — PROJECT 0 � LQ LOCATION t BERK HIRE R _ E i t w Z _ i p _ HOSKING A VENUE - LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASUR REMOVE TRAFFIC STRIPES & PAVEMENT MARKINGS 184 SF ROAD WA Y EXCA VA TION 380 Cy TRAFFIC STRIPE DETAIL 5 140 LF TRAFFIC STRIPE DETAIL 22 170 LF TRAFFIC STRIPE DETAIL 27B 140 LF TRAFFIC STRIPE DETAIL 38 195 LF PA VEMEN T MARKINGS 870 SF ,STATE OF CALIFORNIA NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES. CL,4 SS A NO TE.• THE CON TRA C TOR SHALL CDN TA C T THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. GERS -- = HULEI � Ll,ItGINEERS. TERED Cl VIL PROJECT LENGTH //QROFESS /av1FREY pq���.2G' W No. C58155 x * Exp. 6-30-16 -11 CIVI OF CAU \F DA TE 250 FEET APPROVED BY.- STATE Y NICOLAS FIDLER, R. C.E. 6106T, EXPIRES 12-31-16 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED= ASSISTANT PUBLIC WORKS DIRECTOR CIWL ENGINEIE'R IV DA TE X►,i QRpfESSio4q O [AN J. PARKS Lu rn REGISTERED CIVIL ENGINEER 0:: No. 58155 ;v R., TTTGEFS! Exp- 6-30-16 CHULEIC-r C/v CIVIL ENGINEER OFF C RW RW 1- 42' J0, I 4' J. 10' 32' MA TCH EXISTING DW 1 14' 18 ON JOINT LINE GRADEZ� PTS S. EXISTING BREAK REMOVE EXISTING D W ©(17) P IS. P. G. 27, DRI VEWA Y 27,± 1 — ------------ D W ----------- DW @ 5-6Z SA WCU T 4.5' SW ©1.590 —0.25' A.C. (TYPE A) DW @ 11.890 0.35' A.B. (CLASS GUTTER 1.5' LIMIT OF COMPACTION 957 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 STA: 11+46-11+86 HORIZ. 1 "=10' VERT. 1 "=5' RWRW 42' J0, R Rw VARIES J0, JO' -42' 10, 32' so VARIES VARIES 14 18, 8'-10' 22'-32' VARIES 18, REMOVE EXISTING-------, C,G,& SW P. G. EXISTING 2'-14' -0 REMOVE EXISTING 0 CV GROUND 11— P. G. C, G, & S/w E 1.57 370± -------- 27 21'o± co 12 ------------------ 4:1 CUT SLOPE . .... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GROUND 00 5' COMBINA TION SA WCU T 4:1 CUT/FILL SLOPE --I SA WCU T PER COB ST -7 5' COMBINA TION TYPE B CURB 0.25' A. C. (TYPE A) C PER COB ST -7 1 0. 25' A. C. (TYPE A) & CU TTER O.J5' A.B. (CLASS .0 TYPE B CURB 0.35' A.B. (CLASS —1.5' LIMIT OF COMPACTION Cn I & GU TTER —1.5' LIMIT OF COMPACTION 957 OF THE MAX. DENSITY AS 957. OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 DETERMINED BY ASTM 1557 Cq 0 STA: 10+8J.85-11+46 STA*- 11+86-12+47 HORIZ. 1"=10' Cn S HORIZ. 1 10, T 1 5' VERT. 1 5' NVER N I 00 0 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.• Details Sections Drawn: MAS TYPICAL SEC77ONS SHEET NO. Job No.: 108-24.2 Engineer. MEA PLANS FOR ROADWAY WIDENING ON BERKSHIRE ROAD Fi9OM WaLE ROAD TO 250" EAST 2 OF 6 Date: 412812016 Checked By. ljp LEGEND — — SAWCUT EXISTING PAVEMENT, CURB, DRIVEWAY & SIDEWALK REMOVE EXISTING PAVEMENT 2O — REMOVE EXISTING CONCRETE CURB, DRIVEWAY & SIDEWALK O3 — REMOVE EXISTING LANDSCAPING AS NECESSARY, MODIFY IRRIGATION LINES AND LANDSCAPING AS NECESSARY IN ACCORDANCE WITH THE SPECIAL PROVISIONS NOTES 1. PROTECT EXISTING UTILITIES IN PLACE 2. CLEAR & GRUB TO LIMITS OF CONSTRUCTION AS DIRECTED 0 T EXISTING CONTROLLER C T T G� 3 1 ! � I I� I Q � � 1 SSi } I I I I R 02 � o } LLJ IM Jo I �Z I I I PROTECT SIGN IN PLACE %PROTECT EXISTING 4' UTILITIES IN PLACE �I [A 1 ` , \ \\ i I t' 1 P.G.&E. VAULTS TO BE RAISED TO ,r GRADE BY OTHERS I MANGAT APN 515-010-09 P.G.VAULTS TO PARCEL 1, PM 4385 i ERLA GRBEE RAISED TO ADE BY OTHERS GN I s A R/W ( W T � T SEE SIGNAL PLAN WATER FOR EXISTING LOOPS ( � VALVE AND CONDUITS ABANDONED P.G.&E. --� 1 POLE TO BE REMOVED BY OTHERS _ 1+00,W 1 /4 COR. / I U I f OF SEC. 25, 30/27 +74.75 22.01' LT BENCHMARK BEGIN CURB & ELEV=358.56 I GUTTER REMOVAL -- A W.V. A W-�L V. G ('T III GISTERED CIVIL ENG/NEER -R- ETTGER -, CHULER CIVIL ENGINEEBS,'�- APN 515-051-01 TO BE RELBY OTHERSOCATED 2 j LOT 1, TR 4768-1 I Z Q O TO BE RELOCATED I —� R/W BY OTHERS TYP. U 1 GATE 2 — / / / CABLE — — VAULT W �' ATE 3 / / / / / / 2" VERT PIPES TYP. 6' BLOCK I ETER / / / �� TRAFF WALL �l X 3 - - BO - STOPAHEAD SIGN >PG&E CABLE AULT- — VAULT ��� �IRS,� C.D —_ � Q 0G F -- 6 R -- 6 - ---- - _ 2+0 \ S89'15'30"E��� ��. 3+00 s _ 4+00 —�- - _ _ s S � S —5+00 +41.60 21.90 BERKSHIRE ROAD LT +46.56 21.91' LT 13+92.35 PROTECT EXISTING BEGIN DW & SW END CURB, GUTTER �- COLONY PARK MH IN PLACE REMOVAL & SW REMOVAL DRIVE V X — — - / / I PP --- 7 T - T ---- �o QRpFESS/o IAN J. PARKS rn [if No. 58155 * Exp. 6-30-16 CIVIC- �F CM-� 0 10 20 40 Lu) Horiz. 1"=20' � o N i co / Z i Ple Name.• Demo Plan Drawn: MAS DEMOLITION PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.2 Engineer.• MEA Dote. • 4/28/2016 Checked BY lJP PLANS FOR ROADWAY W/DEN/NG ON BERKSHIRE ROAD FROM MBLE ROAD TO 250' EAST 3 OF 6 N 3 c 0 O E N D I O 0 10 20 40 Lu) Horiz. 1"=20' � o N i co / Z i Ple Name.• Demo Plan Drawn: MAS DEMOLITION PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.2 Engineer.• MEA Dote. • 4/28/2016 Checked BY lJP PLANS FOR ROADWAY W/DEN/NG ON BERKSHIRE ROAD FROM MBLE ROAD TO 250' EAST 3 OF 6 8 STA +35 419'LT STA +57 419'LT 8 ELEV. 358.01plo's ELEV. 357.6 i' I i' Lo In I I-I� ILo LI �1 II i I WI II PO ~ I II IPG&E iYi I I I 12" TEL Lf. L0RISER 0 Q) r71-- I I O 7 I � I I I STA +45 207'LT 8 8 ELEV. 356.75 EXISTING BRICK WALK I ( STA +45 204'LT 8 PROTECT IN PLACE ELEV. 356.75 STA +35 204 'LT STA +54 204'LT 8 ELEV. 357.6 ELEV. 357.4 8 MATCH LINE SEE ABOVE RIGHT q RW TYPICAL SECTION A HORIZ 1"-10' VER T 1 "= 5' 3 MATCH LINE SEE BELOW LEFT STA +35 19l'LT STA +59 194'LT 8 8 ELEV. 357.5 ELEV. 357.5 EXISTING BRICK WALK) _ STA +45 195'LT PROTECT IN PLACE Lq ( ELEV. 356.75 8 k LO 8 1 MSTA+45 1931T 8 I ELEV. 356.75 I 4:1 DAYLIGHT PROTECT SIGN \ I I TO EXISTING IN PLACE TYP. 1 1 TYP. 3PEECI W S!GN 60' RAW I "5 �; M 7 N Cl Z Im I' I I � I i I I � C� I STA BOTT 0 i o� - I I M I I J �I mI PROTECT SIGN I1(6 I IN PLACE TYP. �'K.E LANE SIGN � 6 STA +28.78 65.86'LT € ELEV. 357.85 v /r I Cl D=89'51'32" R=30.00' ( Cl L=47.05' -I. T=29.93' I 6 STA +28.90 18'LT WA i L -_ c ELEV. 357.81 VALV ' SEE SIGNAL PLAN '� ABANDC ,,FD FOR EXISTING LOOPS P.w.&E. N, AND CONDUITSAd nh s EXISTING GROUND EXISTING P.G. & E. VA UL T TO BE RAISED BY P.G. & E. 3 364 362 360 358 356 354 352 I \ 10+00, W 1 /4 COR. OF SEC. 25, 30/2 - BENCHMARK I ELEV=358.56 V. a� +45 132' L ELEV. 355. s R/W 4:1 SLOPES TYP CON STRU CTI ON NOTES: O1 CONSTRUCT PAVEMENT (0.25' HMA TYPE A/ 0.35' AB CLASS II). a CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. �3 CONSTRUCT DRIVEWAY PER CAL -TRANS STD. RSP A87A, WIDTH AS INDICATED ON PLAN. ® CONSTRUCT 5' COMBINATION SIDEWALK PER COB STD PLAN ST -7. O5 CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. ® SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. 7a MODIFY LANDSCAPE & IRRIGATION TO CONFORM TO NEW IMPROVEMENTS 8� GRADE RETENTION AREA TO GRADES AND LINES AS SHOWN. MANGAT APN 515-010--09 PARCEL 1, PM 4385 STA +46 75' LT BOTT ELEV. 355.5-'-J' 4:1 FILL STA +53.84 65.93'LT SLOPE END C, G & S/W STA +53.85 61.93'LT BCR STA +42.88 46.00'LT s � EL. 358.55 STA +83.85 32.00'LT 2 BEGIN SAWCUT ECR 4:1 CUT 4 SLOPE I CA S A +89.72 46.00O.T s E 358.97 E41D SAWCUT r STA +86.56 32.00'LT 2 BEGIN BAY TAPER ULTIMATE RIGHT OF WAY G; ;,ISTERED CIVIL ENGINEER R ETTut, Ls CHULE ,CIVIL ENGINEERS', APN 515-051-01 LOT 1, TR 4768-1 STA +46.56 21. END C&G, S/W END BAY TAPER MATCH EXISTING QROFESS/pNgl 0 IAN J. PARKS uj No. 58155 * Exp. 6-30-16 ��9TF C I V I OF CAS\ 0- W Z 0 O 0 LINE v I4:1 CUT W.V. � 2" . JER SLOPE D� �_STA �40+ DRIVE ' i c E =--- ��_��__- --�- - = 6 �- 11+00 - 89'15 30 E - s -- I� I STA +46.56 21.91 LT 6 _-__ -- EL.- 358.79 JOWE �`- 12+00 s 13+00 1 RE -ROAD - ----- -- ----- - -- --- ------ s -- ----- s - -- 13+92.35 CE COLONY PARK _- ------------ ----_- - -- ---- -- - DRIVE - - --- 364 362 358 356 354 352 D0 N 0 10 20 10 Horiz. 1"=20' Vert. 1"-2' J PIe Nome.• Street Plan Drawn: MAS STREET IMPROVEMENT PLAN SHEET No. C/T Y OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: 108-24.2 Engineer. MEA ' Date: 4/28/2016 Checked By. /JP PLr4N2 FOR ROADWAY WDEN/NQ ON BrEWSH/RE ROAD FROM W SLE ROAD TO 250' EAST 4 OF 6 It cr C v a- 41 N VDCn N OTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. LEGEND: I�X — STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 XX — SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 2012 p — INSTALL SIGN — EXISTING SIGN F-1] — 12" WHITE PAVEMENT MARKING Nr — TYPE IV ARROW (TYP) GISTERED CIVIL ENGINEER -R- ETTGIU- CHULERT CIVIL ENGINEEl�, I APN 515-051-01 LOT 1, TR 4768-1 ~ Z / 0y/ — — — ---- ----- ---- --- ----- ---- TYPE IV (R) ARROW 2 0 15 S.F. EACH 11+00 " - - — —I-- — +00 — r--- —i —F _ — -i -- — C — --- — ;- 13+00 �— TYPE IV (L) ARROWS BERKSHIRE ROAD 13+92.35 TO BE RESTRIPED LIMIT OF ��0 QROF ESS / ONq! F Zo'I� IAN J. PARKS No. 58155 M * Exp. 6-30-16 TF C i V i F���\P OF- CAO 2 ®15 S.F. EACH 22 RESTRIPE / REPLACE WORK. CE COLONY PARK REFLECTORS 170 L.F. DRIVE PP 14+00 N 0 10 20 40 Horiz. 1"=20' • 1 ti U FileName., Striping Plan Drawn: MAS STR/P/NG PLAN SHEET NO. C17 Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.2 Engineer. MEA Date. 4/28/2016 Checked By. l jp FOR ROADWAY WIDENING ON BERKSHIRE ROAD FROM WB LE ROAD TO 250' EAST 50 F 6 �CP 3 NU I ES 1. Existing conductors to remain. 2. Remove existing conductors and replace with new. 3. Not Used. NOTES 01 Location of poles shall be as shown and directed by the Engineer at the site. Q All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractors. 03 Relocate existing Opticom 711 pre-emption device where indicated. The Contractor shall furnish and install all cables and mounting hardware (PELCO AB -121) as necessary. The Opticom 754 phase selector unit will be existing in the cabinet. Exact hardware mounting placement shall be determined by the Traffic Engineer in the field. Contractor shall provide for an Opticom Technician with DDL Inc. prior to signal turn on. A Opticom Rep. shall be contacted 48 hrs. prior to turn on. ®Contractor shall relocate overhead mast arm street name sign and mounting bracket for pole AO 05 Remove and salvage existing 24-3-80 pole, abandon foundation, remove top 3' of foundation. Install new pole as shown on pole schedule. Install new conduit to new pole from existing pull box. [6]New luminaire shall conform to Special Provisions for LED []7 61A-5-100 pole, most arm, luminaire, and anchor bolts will be supplied by the City. Contractor shall provide all other materials needed for installation. ® Replace existing HPS luminaire with LED pursuant to Special Provision. ❑9 Replace existing pedestrian signal face with countdown head. "Existing PG&E Power Point to be relocated. Contractor shall modify service run as necessary to connect to new location. PHASE DIAGRAM 06P 04 07 ®— —D�_ 00 06 01 06P _i —B 05 01 01 and 06 -04 04 06 OR 02 -EQ— —B 05 02P 01 and 05 02 02 and 06 02P 02 and 05 I I I IWri STANDARD CONDUCTOR SCHEDULE VEHICLE M II..L! O i CONDUIT SIZE REMARKS A 61A-5-100 15' SV-1-T MAS SP -1-T �2 OS BERKSHIRE ROAD ® ® REMOVE & SALVAGE 0000©0000©--©©0000©0©0 60, MAT -LT Q Q EXISTING SIGNAL © PPB CONDUCTOR RUN REMOVE & SALVAGE EXISTING PPB C IA TV -2-T SP -1-T OS 02 RELOCATE EXISTING 1A POLE SV -1-T O 19-4-100 25, MAS SP -1-T 04 02 WIBLE ROAD ®❑9 MAT -LT OIA TV -2-T SP -1-T 02 04 �9 PRE-EMPTION CABLE -1-T OSV 29-5-100 55, MAS SP -1-T 06 04 BERKSHIRE ROAD ®® MAT -LT 0-1 DETECTORS © 1A TV -2-T SP -1-T 04 06 ng -1-T OSV 26-4-100 45, SP -1-T 08 06 WIBLE ROAD ®❑9 MAS MAT -LT 1A TV -2-T SP -1-T 06 08 09 08 DETECTORS NU I ES 1. Existing conductors to remain. 2. Remove existing conductors and replace with new. 3. Not Used. NOTES 01 Location of poles shall be as shown and directed by the Engineer at the site. Q All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractors. 03 Relocate existing Opticom 711 pre-emption device where indicated. The Contractor shall furnish and install all cables and mounting hardware (PELCO AB -121) as necessary. The Opticom 754 phase selector unit will be existing in the cabinet. Exact hardware mounting placement shall be determined by the Traffic Engineer in the field. Contractor shall provide for an Opticom Technician with DDL Inc. prior to signal turn on. A Opticom Rep. shall be contacted 48 hrs. prior to turn on. ®Contractor shall relocate overhead mast arm street name sign and mounting bracket for pole AO 05 Remove and salvage existing 24-3-80 pole, abandon foundation, remove top 3' of foundation. Install new pole as shown on pole schedule. Install new conduit to new pole from existing pull box. [6]New luminaire shall conform to Special Provisions for LED []7 61A-5-100 pole, most arm, luminaire, and anchor bolts will be supplied by the City. Contractor shall provide all other materials needed for installation. ® Replace existing HPS luminaire with LED pursuant to Special Provision. ❑9 Replace existing pedestrian signal face with countdown head. "Existing PG&E Power Point to be relocated. Contractor shall modify service run as necessary to connect to new location. PHASE DIAGRAM 06P 04 07 ®— —D�_ 00 06 01 06P _i —B 05 01 01 and 06 -04 04 06 OR 02 -EQ— —B 05 02P 01 and 05 02 02 and 06 02P 02 and 05 I I I IWri STANDARD � I VEHICLE M II..L! O i ST. NAME SIGN z,l / I � \ ICV Ll ` �� 1 `° ( I I I I I I I I ! I I I 0 Iz I _-I I I 1 I I• I I I I I R/W i06SC 1 I � ISI ISI i I ISI I ISI 3 cc A7 2� 8 H '_-� w -- 1 R/W 1 I I �I� I h T L+ 1C1_ _ cTT�— -- ----- — 42b2 d2S �- �08 5 ___ R 2 _ SSP z1 W --- - _ 5 AB xL ' WV -T-'\ - °- 07 • 21 • MANGAT APN 515-010-09 PARCEL 1, PM 4385 R/W 12 �R T T RL 8J8L y 08 1 L I I I -- — ---- — -- — ; 8J6L --- ---------1 -- --- --F- - - - ---- -- _ - - --- I _ 0-3 7J5UR� _ '-- ---- --- � — — 5M H s S89.15'30"E — 315U S- ------ L _� s --------- 416U — ------ I :YLs --- I 04 ��T c I I s 04P I ____ _ __ AB 416E ---�� �; , sc R/W P E • — — — — — — _._.`/1. W.V. V • E M I �,,.lo*.��"'"'.Y� "" i ..I i � � i ' / y I Iv 2 E R W� �1��46 ��6P T_ �6�-- I �y1 I `� I E-- - — E 1 II /-� \ AI x := a V. Q V. • • I I O __D I I I I I I I i N i I I L_� s1. I I I I ! Lo I I � � I ! I -------------------- -- !, i� 04P 07 04 and 07 OR _4i) 1 03 03 and 07 08P 03 08 03 and 08 CITY OF BAKERSFIELD, CALIFORNIA 04 04P 08P 08 04 and 08 I I ------------- I P.P. -� PUBLIC WORKS DEPARTMENT File Name: Sig -Plan Drawn: MAS Job No.: 108-24.2 Engineer. MEA Date: 4/26/2016 Checked Bv- L h N 0 10 20 40 Horiz. 1"=20' �= 9-13 REGISTERED CIVIL ENGINEER I R_ ETTGER �-; CHULER7 CIVIL- ENGINEER,'k POLE SCHEDULE SIGNALS QROF ESS / pN9l � C.D IAN J. PARKS Lu No. 58155 * Exp. 6-30-16 CIVIL OF Ck� LOC. STANDARD SIGNALS VEHICLE DON'T WALK W- W F P 9 1 ST. NAME SIGN REMARKS A 61A-5-100 15' SV-1-T MAS SP -1-T �2 OS BERKSHIRE ROAD ® ® REMOVE & SALVAGE 60, MAT -LT Q Q EXISTING SIGNAL © PPB REMOVE & SALVAGE EXISTING PPB C IA TV -2-T SP -1-T OS 02 RELOCATE EXISTING 1A POLE SV -1-T O 19-4-100 25, MAS SP -1-T 04 02 WIBLE ROAD ®❑9 MAT -LT OIA TV -2-T SP -1-T 02 04 �9 -1-T OSV 29-5-100 55, MAS SP -1-T 06 04 BERKSHIRE ROAD ®® MAT -LT © 1A TV -2-T SP -1-T 04 06 ng -1-T OSV 26-4-100 45, SP -1-T 08 06 WIBLE ROAD ®❑9 MAS MAT -LT 1A TV -2-T SP -1-T 06 08 09 BERKSHIRE ROAD ---r 13+00 X" Irr-, I Detail N/E Corner NTS SIGNAL PLAN SHEET FLr4NS FOR ROADWAY W/DENP40 ON aERKSH/RE ROAD Fi9OM W/BLE ROAD TO 250' EAST SHEET NO. 6 OF 6 N N I 0 0