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HomeMy WebLinkAbout3.2-560LIST OF DRA WINGS SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS AND DETAILS SHEET 3 DEMOLITION PLAN SHEET 4 STREET IMPROVEMENT PLAN COMMERCIAL WAY SHEET 5 STREET IMPROVEMENT PLAN TRUXTUN AVENUE SHEET 6 SIGN & STRIPING PLAN COMMERCIAL WA Y SHEET 7 SIGN & STRIPING PLAN TRUXTUN A VENUE SHEET 8 TRAFFIC SIGNAL AND LIGHTING SHEET BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF COMMERCIAL WAY AND COMMERCE DRIVE, STATION 14+62.06, ELEVATION. 392.14 NA VD 88 BASIS OF BEARING THE CENTERLINE OF COMMERCIAL WAY WHICH BEARS N44°2743"E PER PARCEL MAP 6790, RECORDED IN PM. BOOK 29, PAGE 193, OR. CITY STANDARDS ST -11 ST -2, ST -3, ST -6, ST -9, ST -18, ST -19, ST -21 CITY OF BA : ERSFIELD 'P 'T„ LL W�Tl N 00 NO TRAFFIC SIGNAL MODIFICATION AND STREET IMPROVEMENTS COMMERCIAL WAY AND TRUXTUN AVENUE CAL TRANS STANDARDS 2010 A20A, A20B, A20D, A24A, A24C, A24D, A24E, A 73A, A87B, A87D, 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 ___=____= EXIST. CURB & GUTTER -- RIGHT-OF-WAY --------- EXIST. A.C. FLOW LINE - CEN TERL INE - - EXIST. EDGE OF PA VEMEN T tttt-rt��- RAILROAD TRACKS GUARD RAIL x x IMPR V M N TS FENCE 0 E E SEWER LINE STORM DRAIN OIL LINE AERIAL UTILITY OVERHEAD ELECTRICAL LINE FIBER OPTIC LINE FIRE HYDRANT WATER METER WATER VALVE GAS METER GAS VAL VE BENCHMARK RIGHT OF WA Y PROFILE GRADE TOP OF WALL For use in connection with the Standard Plans of the State of California Department of Transportation dated 2010 PROJECT LOCATION c � Z�co vEN�E A WES TSIDE PARKWA Y LLj r Q zW W STOCKDALE HIGHWAY v LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES UTILITY SYMBOLS UNIT OF MEASUR REMOVE TRAFFIC STRIPES & PAVEMENT MARKINGS WATER LINE S w 225 - GAS LINE D 300 -BT- BURIED TELEPHONE 0 LF CABLE 400 T AERIAL TELEPHONE 100 LF CABLE oHE i /o EXISTING INTER- F/0 CONNECT CONDUI T M.H. Os MANHOLE F. H. 2� P. P. POWER POLE W M. ❑ ® EXISTING MONUMENT W. V N FU TURF MONUMEN T G.M. S. L 3:� STREET LIGHT G. V O C.0. CLEAN OUT 16 EXISTING OIL WELL EP EDGE OF PA VEMEN T RW FI_ FLOW LINE P. G. FG FINISHED GRADE TOW SEWER LINE STORM DRAIN OIL LINE AERIAL UTILITY OVERHEAD ELECTRICAL LINE FIBER OPTIC LINE FIRE HYDRANT WATER METER WATER VALVE GAS METER GAS VAL VE BENCHMARK RIGHT OF WA Y PROFILE GRADE TOP OF WALL For use in connection with the Standard Plans of the State of California Department of Transportation dated 2010 PROJECT LOCATION c � Z�co vEN�E A WES TSIDE PARKWA Y LLj r Q zW W STOCKDALE HIGHWAY v LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASUR REMOVE TRAFFIC STRIPES & PAVEMENT MARKINGS 540 SF ROAD WAY EXCA VA TION 225 C Y TRAFFIC STRIPE DETAIL 22 300 LF TRAFFIC STRIPE DETAIL 37B 200 LF TRAFFIC STRIPE DETAIL 38 400 LF TRAFFIC STRIPE DETAIL 40 100 LF PA VEMENT MARKINGS 555 SF TRUXTUN A VENUE Q cz Job No.: 108-24.5 File Path: N:\108-24.5\Drowings File Name: 01 -Title Sheet.dwg F7 SACRAMENTO \ • ISAN FRANCISCO •FRESNO C B1TI 007 o AMIMMO MUM LOS ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSE.- CLA SS A NO TE.• THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. ETTGERS CHT.ZLE-9R ,, _-CIVILENGINEERS REGISTERED Cl PROJECT LENGTH OFESS/ON\ FFREYCD No. C58155 * Exp. 6-30-16 CIVIL OF CA1-F $•2 DA TE 250 FEET 0 1 2 3 RW 40' 45'-55' RW 7' VARIES VARIES 7'± 39' 9' I REMOVE ')ARIES EXISTING MEDIAN 1' 2'f 27 27f 27±- SA WCUT PCC MEDIAN TREA TMENT 0.45' HMA (TYPE A) 0.55' A.B. (CLASS ll) TYPE "M" MEDIAN CURB 2.0' LIMIT OF COMPACTION 957 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 STA: 106+31.87-107+25.62 TRUX TUN AVENUE SIDEWALK EASEMENT RW 10 REMO VE EXISTING DRI VEWA Y I 10' EXISTING GROUND I P. G. /FL 2.X DRI VEWA Y GRADE VARIES -4.1 TO -7.17± I DRI VEWA Y GRADE VARIES - 6.36 TO - 7.037+ GRADE VARIES -1.57 TO -2.09,' 30' 30' _I 20' 5' 2.07 `- SA WCUT 0.25' HMA. (TYPE A) 0.35' A.B. (CLASS ll) 1.5' LIMIT OF COMPACTION 957 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 HDRIZ. 1 "=10' VER T. 1"=5' 42' 1:71/ 22'f 2. 210ol COLD PLANE 0.25' EXISTING A.C. PLACE INITIAL HMA LEVEL COURSE, THEN SUBSEQUENT GRADE CONTROL OVERLAY \- CROWN ELEVATIONS SHOWN ON LAYOUT SHEET 4 CONTROL PAVING GRADE TO ACHIEVE DESIRED CROSS SLOPE S TA: 11 + 63.55-11 + 93.12 HDRIZ. 17- 10' COMMERCIAL WA Y VERT. 1 "=5' SIDEWALK EASEMENT RW 10' I MODIFY LANDSCAPING I AS NECESSARY All EX/STING GROUND COMBINATION RETAINING --� WALL/SIDEWALK SEE DETAIL THIS SHEET TYPE B CURB GUTTER REMOVE EXISTING C,G,& SW 10' 0 P. G. /FL f__ 0% 30' 20' 42' RW Q 5' 22,+ VARIES 2.07 2.2-2.49' i COLD PLANE 0.25' EXISTING A. C. PLACE INITIAL HMA LEVEL COURSE, THEN SA WCUT SUBSEQUENT GRADE CONTROL 0VERLA Y 0.25' HMA (TYPE A) CROWN ELEVATIONS SHOWN ON LAYOUT SHEET 4 CONTROL PA VING GRADE TO 0.35' A.B. (CLASS lI) ACHIEVE DESIRED CROSS SLOPE 1.5' LIMIT OF COMPACTION 957 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 STA: 10+63.98-11+ 4J.55 HDRIZ. 1 "=10' 12+13.12-12+ 73.12 VERT. 1 "=5' COMMERCIAL WA Y SEE COMBINATION RETAINING _ WALL/SIDEWALK DETAIL THIS SHEET 2' CURB & GUTTER NEW IKAIVJI HUN WK5 rLUSH WITH &W ILK CDM __6NETTGERS rCHULER" CIVIL ENGINEERS :- GRADE BREAK 0.259 ----------- Lr) ---------- L �+ 0.207. �FL 0WLINE AJAIAITAIAI '?' r_llrTr-Q 'cin c iAiA i V R" REGISTERED OWL ENGINEER QROF ESS / pN�l � IAN J. PARKS Lu No. 58155 * Exp. 6-30-16 C V OF CA1-� I REV I DATE I DESCRIPTION 1 BEVEL DETAIL 2„ BACK OF RETAINING WALL �TOP OF ETAJNING WALL i FACE OF RETAINING WALL i CREATE A BEVELED CONSTRUCTION JOINT EVERY 4' 1 " TOP OF RETAINING WALL 6" MIN. 3' MAX. FACE OF RETAINING WALL NOTE. SIDEWALK & WALL TO BE POURED SEPARA TEL Y TOW- TOP OF WALL 2' COMBINA TION RETAINING WALL/SIDEWALK NOT TO SCALE /N BOTTOM OF RETAINING WALL SIDEWALK RETAINING WALL JOINT DETAIL NOT TO SCALE NO TE. • Q (2 VARIES 0'10 ; 12+13.12-12+ 7312 VARIES 0'-5' 12+1312-12+73.12 �. V 6" File Nome: Detoils Sections Drown: MAS TYP/CAL SECT )NS AND DETAILS SHEET NO. ClT Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.5 Engineer. IJP Dote: 8/27/2015 Checked BY JDs STREET /MPR0VEMENTS ON COMMERCIAL WAY AND TRUXTiIN AVENUE 2 of 8 LEGEND — — SAWCUT EXISTING PAVEMENT, CURB, DRIVEWAY & SIDEWALK r7q 0 — REMOVE EXISTING CONCRETE CURB, MEDIAN, PAVEMENT & SIDEWALK D;C51 @ — GRIND 0.25' EXISTING PAVEMENT NOTES 1. PROTECT EXISTING UTILITIES IN PLACE ETTGERS CHULER, -- CIVIL ENGINE -EFS -,--1 GISTERED CIVIL ENGINEER 00 ESS i IAN J. PARKS Lu 01: No. 58155 Exp. 6-30-16 IVI CAl I REV I DATE I DESCRIPTION I 101 i,!l 11 1 1 PARCEL A, PMW 48-87 T BK. 6092, PG. 114, O.R. > cr_ +53.99 31.30' LT +57.86 63.94' LT +33.98 59.96LTEND S/W REMOVAL BEGIN D/W & +69.92 8.17 LT, 7.81'RT BEGIN CURB, GUTTER S/W REMOVAL� +00.23 63.05' LT END CURB & PAVEM—ENTIT, 0 & S/W REMOVAL +73.12 23.77' LT C-4 REMOVAL EL OM Of D/W & CURB END CURB & VAULT TO BE RELOCATED REMOVAL GUTTER REMOVAL 121"W LID BY OTHERS +58.05 50.24' LT z \ \ D/W & S/W +9839 49.76' LT r REMOVAL D/W & S/W 0 REMOVE EXISTING REMOVAL C.) v P. E. "NO PED XING" SIGN CABLE ILT-- ---------------- --------------- VAULT WATER X +54.25 33.44' LT 4 777 //7Z/ REMOVE SHRUBS AND CLEAR AREA FOR CONSTRUCTION 24 Rcp s z ICJ�S29-1 Ld > COMMERCIAL WAY 13+00 14+00 io Z S44*27 43 E x j", 00 15.8' WATER El Q 2 A VAULT— FIBER VAULT 2 k 0 ;A -A YII +25.62 5.11' RT, 7.81' RT CURB & PAVEMENT REMOVAL 01 I II [L C3 11011 7 PARCEL 1, P.M. 7092 PM. BK. 30, PG. 79, O.R. li +31.87 6.90 LT, 4.85 RT E CURB & PAVEMENT 04 it 12.7' REMOVAL a-!> 00 lA QD cr C! 0 a. 2.5' 0 E C) CID + 0 40 0 10 20 Horiz. 1"=20' u� +72.09 8.92' LT04 04 00 BEGIN CURB & 1*39 49 76' LT & S/� REMOVAL-- PAVEMENT REMOVAL I. I II II �� �-�� � , 3 a � z File Name: 03—Demo Plan Drawn. MAS DEMOLMON PLAN SHEET NO. CRY OF -BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.5 Engineer- /JP Date.- 812712015 Checked By. JDS STREET /MPROVEMENT3 ON C C *"ERCLAJ. WAY AND TRUXTUN AVENUE 3 OF 8 CONSTRUCTION NOTES: O1 CONSTRUCT PAVEMENT (0.25' HMA TYPE A/ 0.35' AB CLASS II). O CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. O PLACE 0.25 HMA OVERLAY. GRADE CONTROL AT CROWN TO GRADE SHOWN TO MAINTAIN 2% CROSS SLOPE ® CONSTRUCT 5' COMBINATION SIDEWALK AS PER COB STD PLAN ST -8. 5O CONSTRUCT CASE A CURB RAMP PER CALTRANS STD PLAN A88A. © SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. O ADJUST SMH TO GRADE BY OTHERS AFTER PAVING. ® CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 2 O CONSTRUCT COMBINATION CURB RAMP/SIDEWALK PER DETAIL ON SHEET 2 10 CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "A" WITH MODIFIED FLOWLINE PER COB STD PLAN ST -3, AS SHOWN ON DETAIL SHEET 2 15 ADJUST MONUMENT TO FINAL GRADE PER COB STD PLAN ST -22 1� 1 1 �I1 i it i 0 ElI i� i TANGENT 402 ire • 396 394 392 MIl1 Z I ( 1 X w i 1 of w PARCEL A, PMW 48-87 BK. 6092, PG. 114, O.R. cJ a I �I ! I I � I +63.34 63.34 LT +00.23 63.05 LT FG ELEV-395.36 ( FG ELEV-394.69 4FG EOLEV5393.83 6 ;I I STA +33.98 59.96' LT STA +63.55 50.33 LT / /s , BEGIN CURB, GUTTER 2 ECR - - /� BCR +93.13 49.67 LT 2 & S/W ���� - I 6' +58.05 50.24,-L / ✓� +98.39 49.76' LT 6 $ FG ELEV=395.00 �� FG ELEV=394.77 STA +53.99 31.30'L END S/W MATrH FXIgTIKIG 2 STA +43.55 30.00' LT ��� , STA +13.12 30.00' STA +63.98 30.00' LT 2 BCR LT o 44 ECR 2 10 SIDEWALK 8 - - EASEMENT I{ I Cl 5 1-� 4----- ,----- ,C2 - -- C3� -- - - - --- - - - 1 I _ I 1 g 60' 1 QROFESS/ONgI F ETTGE __ -`r CHULER.--_ '� ?" IAN J. PARKS CIVIL ENGINEERS REGISTERED Cl VI ENGINEER No. 58155rn * Exp. 6-30-16 -IN IVI le OF CAO I REV I DATE I DESCRIPTION 1 I II w I STA +73.12 23.80' LT 2 I > END BAY TAPER - MATCH EXISTING C&G LLJ LLJZI - -- - - FG ELEV- - S - -- -- -- - - -- - - 24 `RCP ,` J 1 l f\ 2 393.67 6MAINTAIN 4 2 15 2-_FLOWLINE a - „+oo COMMERCIAL WAY ,z+oo - _ - - - 13+00 - 14+00 , STA +63.98 5.0' LT S44'27'43"E ' CROWN I ELEV=394.05 STA +13.12 5.0 LT v + / STA +55.19 0.75 RT 3 CRON ELEV=393 3 W.75 3 STA +72.12 5.0 LT COMMERCIAL CROWN ELEV=394.08 STA +43.55 5.0 LT CROWN ELEV-393.45 WAY LINE C CROWN ELEV=393.89 _ ED --- - ------- ID 0 I 1 1 0 PARCEL 1 P.M. 7092 II - i PM. BK. 30, PG. 79, 0. R. SEE SHEET 5 FOR TRUXTUN AVENUE STATIONING BASED ON LINE "C" UNLESS OTHERWISE NOTED 402 m • 396 394 392 390 0 10 20 40 Horiz. ]"=20' Vert. -1"=2' C? � -6 0 .. s File Nome.• Street Plan Drown: MAS S IMPROVEMENT PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.5 Engineer. IJP Date: 8/27/2015 Checked BY JDS STREET /MPRIOVEMEAUS ON COMMERCIAL WAY AND TRUXT LW AVENUE 4 OF 8 E Xl CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT Cl 47.09' 30.00 89'55'52" 29.96 C2 31.75' 20.00 90'56'54" 20.33 C3 31.13' 20.00 89.10'59" 19.72 PARCEL A, PMW 48-87 BK. 6092, PG. 114, O.R. cJ a I �I ! I I � I +63.34 63.34 LT +00.23 63.05 LT FG ELEV-395.36 ( FG ELEV-394.69 4FG EOLEV5393.83 6 ;I I STA +33.98 59.96' LT STA +63.55 50.33 LT / /s , BEGIN CURB, GUTTER 2 ECR - - /� BCR +93.13 49.67 LT 2 & S/W ���� - I 6' +58.05 50.24,-L / ✓� +98.39 49.76' LT 6 $ FG ELEV=395.00 �� FG ELEV=394.77 STA +53.99 31.30'L END S/W MATrH FXIgTIKIG 2 STA +43.55 30.00' LT ��� , STA +13.12 30.00' STA +63.98 30.00' LT 2 BCR LT o 44 ECR 2 10 SIDEWALK 8 - - EASEMENT I{ I Cl 5 1-� 4----- ,----- ,C2 - -- C3� -- - - - --- - - - 1 I _ I 1 g 60' 1 QROFESS/ONgI F ETTGE __ -`r CHULER.--_ '� ?" IAN J. PARKS CIVIL ENGINEERS REGISTERED Cl VI ENGINEER No. 58155rn * Exp. 6-30-16 -IN IVI le OF CAO I REV I DATE I DESCRIPTION 1 I II w I STA +73.12 23.80' LT 2 I > END BAY TAPER - MATCH EXISTING C&G LLJ LLJZI - -- - - FG ELEV- - S - -- -- -- - - -- - - 24 `RCP ,` J 1 l f\ 2 393.67 6MAINTAIN 4 2 15 2-_FLOWLINE a - „+oo COMMERCIAL WAY ,z+oo - _ - - - 13+00 - 14+00 , STA +63.98 5.0' LT S44'27'43"E ' CROWN I ELEV=394.05 STA +13.12 5.0 LT v + / STA +55.19 0.75 RT 3 CRON ELEV=393 3 W.75 3 STA +72.12 5.0 LT COMMERCIAL CROWN ELEV=394.08 STA +43.55 5.0 LT CROWN ELEV-393.45 WAY LINE C CROWN ELEV=393.89 _ ED --- - ------- ID 0 I 1 1 0 PARCEL 1 P.M. 7092 II - i PM. BK. 30, PG. 79, 0. R. SEE SHEET 5 FOR TRUXTUN AVENUE STATIONING BASED ON LINE "C" UNLESS OTHERWISE NOTED 402 m • 396 394 392 390 0 10 20 40 Horiz. ]"=20' Vert. -1"=2' C? � -6 0 .. s File Nome.• Street Plan Drown: MAS S IMPROVEMENT PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.5 Engineer. IJP Date: 8/27/2015 Checked BY JDS STREET /MPRIOVEMEAUS ON COMMERCIAL WAY AND TRUXT LW AVENUE 4 OF 8 E Xl J 1n -i It 0 CONSTRUCTION NOTES: O1 CONSTRUCT PAVEMENT (0.25' HMA TYPE A/ 0.35' AB CLASS II). 2U CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. 3O PLACE 0.25 HMA OVERLAY. GRADE CONTROL AT CROWN TO �t0 'd GRADE SHOWN TO MAINTAIN 2% CCROSS SLOPE 4O CONSTRUCT 5' COMBINATION SIDEWALK AS PER COB STD PLAN ST -8. 5O CONSTRUCT CASE A CURB RAMP PER CALTRANS STD PLAN A88A. © SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. O7 ADJUST SMH TO GRADE BY OTHERS AFTER PAVING. ® CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 2 O9 CONSTRUCT COMBINATION CURB RAMP/SIDEWALK 00M PER DETAIL ON SHEET 2 10 CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "A" WITH MODIFIED 00 ^ FLOWLINE PER COB STD PLAN ST -3, AS SHOWN ON DETAIL SHEET 2 11 CONSTRUCT PCC CONCRETE MEDIAN PER COB STD PLAN L-12 12 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. 13 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.55' AB CLASS II). 14 CONSTRUCT PCC CURB RAMP WITH TRUNCATED DOMES TO OR_jOr0-J DIMENSIONS SHOWN ON PLAN 15 ADJUST MONUMENT TO FINAL GRADE PER COB STD PLAN ST -22 J 1n -i It 0 F- 00 NJ (0 to toJ00 N J N J to H I �Z �t0 'd _j 14- c0 Jr �r I U) 00 ~ (DM C MV) i)m " d 00 jr) NO d 000 0 �0 W_ 0)0 00 1 04 �� 00M OM M M �� J NW �W �W------- - -- - M 00 ^ -- 0- - - ---a-- �- - - — tD n •^�W 411 c6 11 �1 +Q TRUXTUN AVENUE ,4 00� Ctj� I OW d W OW -1 OR_jOr0-J 000— _ NJ _ NJ ^J _Ld cpJ 1 (V CV H 0- W-� W W to W-� W W_L W-1 - --�U-nUQ +Q + T� - - MU r70 - M0 - ^U N0 - - ---- (VO NU I +Q +Q +Q +Q ---- 105 106+00 N R ETTGERS - - CHULERT CIVIL_ ENGINEERS, - f r r L r REGISTERED CIVIL ENGINEER I REV I DATE I DESCRIPTION QRpF ESS / pNq� F C.0 IAN J. PARKS No. 58155 � * Exp. 6-30-16 I V 1 OF CA�-� 00 ~ I- N w 00 of OR , c0 J ^ J 00 14- OM 0 1 � 0 � M0�MOM(D0)NO ODII > � > JJ � W_ - W -_ W Ld LLJ _= N J N J d:W ��I j -------- ---- �-J ._.o J NW �W �W------- - -- - - -_-- tD 0 00 ^ -- 0- - - ---a-- �- - - — tD n - 0 L1 - n - - - - - - - - - +Q +Q +Q +Q +Q +Q TRUXTUN AVENUE ,4 4-Q8 04 — — — — N 5-321 ---- ------ 12 6 12 0 0o �i -- - -- - - _ L6 11 OM QOM - OM - ----- ---- -- 0 > b > 611 w 00 W to w W ....� -- -- ---__ --� 00 0 CO - - - -- - - -- ---- - --- + Q + Q C TRUXTUN AVENUE LINE "T" 109 ED i - C -- -- - Q- -- __ - - -- CD-� y� ----- �_ —-=------- � - -- i 0000 of 0 - 0 / 0 r cA 00 0 00 n 00/o6 11 611 vi 11 rn Q +Q +Q + cfl SEE SHEET 4 STATIONING BASED ON LINE "T" FOR COMMERCIAL WAY UNLESS OTHERWISE NOTED NE MC 0 10 20 't0 Horiz . 1"=20' FileName., Street Plan Drawn., MAS STREET /MPROVEMENT PLAN SHEET NO. CITY OF BAKERSFIELD,CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.5 Engineer. lJP Date: 8/27/2015 Checked By. ✓DS STRFEI IMPROVEMENTS ON COMMERCG4L. WAY AND TMJA7UN AVENUE 5 OF 8 LEGEND: STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 2012 INSTALL SIGN EXISTING SIGN Fl� — 12" WHITE PAVEMENT MARKING lir — TYPE IV (L) or (R) ARROW (TYP) NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. --R ET TGE RS CHULER CIVIL ENGINEERS ,7 7 REGISTERED CIVIL ENGINEER v?,rjf ESS IAN J. PARKS rn 0:: No. 58155 ;0 Exp. 6-30-16 IVI OF C I REV I DATE I DESCRIPTION I SEE SHEET 7 FOR TRUXTUN AVENUE PARCEL A, PMW 48-87 13K. 6092, PG. 114, O.R. > Z) ZO I w II w 0 1� I < 0 LLJ (3) 0 z 0 x 0 PAVEMENT MARKINGS CKI - 11 ! I (MATCH EXISTING) TYPE IV (L) ARROWS I i NEW 1 0 15 S.F. EA. L fi EXTEND ll TE co�� 0 RELOCATE EXISTING ROADSIDE SIGN II /q _2 TYPE IV (R) ARROWS NEW 2 0 15 S.F. EA. Cl RELOCATE EXISTING 10' SIDEWALK 04 ROADSIDE SIGN EXT ONLY EASEMENT A--------- — — — — — — — — — — --- SD MH? ------ .7. E:710 — — — — — — -- vv,3�1� N/Af 11 T A"rTT tK T VA! 11 T 71-1 NEW il EXISTING SIGN T 7 III140 S.F. 0 24" -RCP OBLITERATE NEW EXISTING LIMIT LINE04 s -s Ns OBLITERATE 38 NEW 900 + 62.5' EXISTING BAY TAPER TAPER MATCH EXISTING NEW T CROSSWALK 100 40 -,�, I 11+00 12+00 14+00 010 -13+00 04 12, N44`27'43" L.F. COMMERCIAL OBLITERATE EXISTING TYPE IV (L)ARROWS 10 0 CENTERLINE STRIPE WHICH + COMMERCIAL WAY WAY LINE "C" 22 NEW 330 L.F. NEW NEW 4 0 15 S.F. EA. CONFLICTS WITH NEW STRIPING 130 S.F. NEW F--1 12 1 WATER OBLITERATE EXISTING 40 S. F. FIBER VAULT DETAIL 9 STA 107+55 T -VAUL-T-- LU TO STA 108+60 EXTEND 9 0 7 +55 P. 17 cl: 001 E 00 OBLITERATE EXISTING LIMIT LINE Co Cq PARCEL 1, P.M. 7092 Co PM. BK. 30, PG. 79, O.R. 3 SEE SHEET 7 ii FOR TRUXTUN AVENUE 0 0 10 20 40 C Horiz. 1"=20' C14 1 00 �.�- 0 5-6 FileName: Striping Plan Drawn., MAS SIGN & STRIPING PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: 108-24.5 Engineer. IJP Date. 812712015 Checked By. jDSSTREET IMPROVEMEN M ON COMMERCL4L WAY AND TRUXTUN AVENUE 6 OF 8 LEGEND: OX — STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 XX — SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 2012 p — INSTALL SIGN P — EXISTING SIGN F1 — 12" WHITE PAVEMENT MARKING -vr — TYPE IV (L) or (R) ARROW (TYP) OBLITERATE EXISTING - DETAIL 38 STA 104+33 TO STA 105+72 -�- %/ %T 37B NEW STA 104+33 TO STA 106+32 NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. MCq + + — - -I f- 105-106+00 168\ - i--- -i II RELOCATE EXISTING ROADSIDE SIGN & MEDIAN REFLECTOR MARKER REMOVE EXISTING ROADSIDE SIGN ETTGERS - CHULE1 CIVIL ENGINEERS(,\ - REGISTERED ENGINEER QROF ESS / pNgl � C.D IAN J. PARKS Lu No. 58155 ;u * Exp. 6-30-16 CIV 1 OF CAS\ I REV I DATE I DESCRIPTION 1 -- =— --- _--- _ -- -- ' -- -- --- =cr—-�-- TRUXTUN AVENUE SBC P.G.E. - J— - - N _. ,ry, _ - u W G �— G — — — -G .���E O -- - .. ��\-"--- UGE UGE U!VI_C _ GF — - - n RUE]— - n,' — -- - --- -—------_� _—_____------------------ ------ L�� r - - -- G VAULT— h — — — - -- _ w-- G w G w ' - _ -_ - - - - - - P.G.E. [� / VAULT t, / 0i Q) r= l o SEE SHEET 7 FOR COMMERCIAL WAY 0 10 20 40 Horiz. 1"=20' + File Name: Striping Plan Drawn: MAS SIGN & STRIP/NG PLAN SHEET NO. CITY OF BAKERSFIELD,CALIFORN/A PUBLIC WORKS DEPARTMENT Job No: 108-24.5 Engineer. IJP Date: 8/27/2015 Checked BY JDS STREET /MPROVEMEArM ON COMMERO/AL WAY AND TRUXTUN AVENUE 7 OF 8 NOTES lO Existing conductors, interconnect, lighting, service, and pre-emption cables to remain, except new cable shall be used where existing cable is not of sufficient length when pole A is relocated. OReplace existing detector cables and loops with new detector cables - -- -- --- and -- and loops as shown. Q) - E� - - - oi I_ 4 - Ln Ln a� --+-- 00- 2120 212L NOTES Q Remove and salvage existing PPB and install new 1A. 5 ❑2 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 All existing conduit not incorporated into the signal modification shall be removed or abandoned in place per Caltrans Standard ES -1A. ® Install phase 6 signal head and phase 8 pedestrian countdown head on existing 19-A-80 pole as directed by the pole schedule. Install new pedestrian push button. Modify hardware as required and shown in pole schedule. ❑5 Remove and salvage existing single arrow vehicle signal heads and replace with three section head as shown. © Contractor shall furnish and replace existing HPS luminaires with cutoff LED Type III distribution lighting on poles ® , © , ® & © , qualified for roadway usage. Light output from the new fixture shall be equivalent in both pattern and spread as a 200 W HPS cobra head luminaire. All warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED street lighting specifications, dated June 2015 or latest edition. Q7 Contractor shall insure that the new anchor bolts, bolt pattern, foundation rebar cage, and CIDH depth, are the appropriate size for the relocated existing signal standard "A", as shown in the pole schedule. ® Contractor shall ensure not to damage signal interconnect conduit or cable circuits during construction. ❑g Contractor shall supply and install additional detector cards (Model 222) needed to connect detector loops to the 332 cabinet. ® Remove and salvage existing three section head with right turn arrow and replace with five section head shown in Detail "A". 0 POLE SCHEDULE SIWALK GNALS CONDUCTOR SCHEDULE STANDARD SIGNALS W- W VEHICLE DON'T WALK 0 SIZE REMARKS A 17-2-80 15' SV -1-T SP -1-T �2 �g COMMERCIAL WAY 6 7 RELOCATE EXISTING 20' MAS 17-2-80 B IA TV -1-T 08 02 INSTALL 5 SECTION "A" �P-`I-T CONDUCTORCONDUIT RUN 000Ane❑eO HEAD SEE DETAIL CO PPB POST e An "We ®®®®® EXISTING TO REMAIN OTYPE 0A. I® � N 0®�� SP -1-T 02 — © EXISTING TO REMAIN O 24-4-80 35, SV -2 -TA SP -1-T — — COMMERCIAL WAY F5 -F6-] MAS MAT -LT 28 CONDUCTOR ©©---©--©©-©©�--------- O 19-4-80 30, j M S -LT SP -1-T 08 08 TRUXTUN AVENUE 4 610 CONDUCTOR ���-----�-------------- 1 1 1' ©©0MMMMMMMMMMMMMMMMMMMM INTERCONNECT ------------------QO©©- PRE-EMPTION CABLE©© ---©--©-©©©0--------- '' 1 1 • 000©©-----------------0 NOTES lO Existing conductors, interconnect, lighting, service, and pre-emption cables to remain, except new cable shall be used where existing cable is not of sufficient length when pole A is relocated. OReplace existing detector cables and loops with new detector cables - -- -- --- and -- and loops as shown. Q) - E� - - - oi I_ 4 - Ln Ln a� --+-- 00- 2120 212L NOTES Q Remove and salvage existing PPB and install new 1A. 5 ❑2 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 All existing conduit not incorporated into the signal modification shall be removed or abandoned in place per Caltrans Standard ES -1A. ® Install phase 6 signal head and phase 8 pedestrian countdown head on existing 19-A-80 pole as directed by the pole schedule. Install new pedestrian push button. Modify hardware as required and shown in pole schedule. ❑5 Remove and salvage existing single arrow vehicle signal heads and replace with three section head as shown. © Contractor shall furnish and replace existing HPS luminaires with cutoff LED Type III distribution lighting on poles ® , © , ® & © , qualified for roadway usage. Light output from the new fixture shall be equivalent in both pattern and spread as a 200 W HPS cobra head luminaire. All warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED street lighting specifications, dated June 2015 or latest edition. Q7 Contractor shall insure that the new anchor bolts, bolt pattern, foundation rebar cage, and CIDH depth, are the appropriate size for the relocated existing signal standard "A", as shown in the pole schedule. ® Contractor shall ensure not to damage signal interconnect conduit or cable circuits during construction. ❑g Contractor shall supply and install additional detector cards (Model 222) needed to connect detector loops to the 332 cabinet. ® Remove and salvage existing three section head with right turn arrow and replace with five section head shown in Detail "A". 0 POLE SCHEDULE SIWALK GNALS LOC. STANDARD SIGNALS W- W VEHICLE DON'T WALK 0 ST. NAME SIGN REMARKS A 17-2-80 15' SV -1-T SP -1-T �2 �g COMMERCIAL WAY 6 7 RELOCATE EXISTING 20' MAS 17-2-80 B IA TV -1-T 08 02 INSTALL 5 SECTION "A" �P-`I-T HEAD SEE DETAIL CO PPB POST — o2 EXISTING TO REMAIN OTYPE 15 15' SV -2 -TA SP -1-T 02 — © EXISTING TO REMAIN O 24-4-80 35, SV -2 -TA SP -1-T — — COMMERCIAL WAY F5 -F6-] MAS MAT -LT O 19-4-80 30, j M S -LT SP -1-T 08 08 TRUXTUN AVENUE 4 610 105 I I 212U � h � - I O — I 212L CB P.G.E. 5 VAULT D ETA I L "A" 141 f - PHASE DIAGRAM .00 0 06 06 01 02 ®-- -� 08P 0 10 20 40 OVA 02P 03 08 03 01 and 06 02 and 06 03 and 0803 and 08P Horiz. 1"=20' D 06 03 �v 0 � L / 5 03 08 +OV r 0 10 06i I �'v TRUXTUN AVENUE I . ..... I Li—� r V1 107 VL_ 108 1 214U - --------- - ---- - ... t ---214U --- - --- -19 I i I ---214L- -- - - / / -------i---- ---- ----- 4 y'_�1 J AB 1 �_ _ 02�--- AB in n,-1 L"� ---- ------ --- --- SC D LU 20 4 Bc LU J \� 5 — — — — — — — \ SC 21 -- -- -- -- -- -- � C7 3 / L r II I CC I � II Q I III I I I L___1 I LI ETTGERS - CHULERT_ CIVIL ENGINEE]RS`-- U E jl 14 12n6J4L 6J4U - I 119U REGISTERED CIVIL ENG/NEER QRpF ESS / c.D IAN J. PARKS No. 58155 * Exp. 6-30-16 CIV 1 OF CAS REV DATE DESCRIPTION 1 09-04-15 ADD 5 SEC HEADS+OVA & DETAIL "A" 09-04-15 SV -1-T CHANGED TO TV -1-T 09-15-15 ADD NEW MAS -LT J � ----- -- - - -/ 19 T –_- _ - - - AB 4 21 C\� 6 \1 � 2 NVA _ � 15 I i L__j II i II I I I I 18 II I I' Detail South Corner SCALE I"=10' I —+ _ J. I 1� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ 1` 0 ■ to 9 PLANS ARE ACCURATE FOR ELECTRICAL ONLY 77-71 ,-'\ '/\ ___ _� 34 0 . z File Name. • 08 -Signal -Plan Drawn. MAS SIGNAL PLAN SHEET SHEET NO. CITY OF KERSFIELD,CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.5 Engineer. /JP Date: 8/27/2015 Checked By. JDS STREET IMPROVEMENTS ON COMMERCIAL WAY AND TRUXnJN AVENUE 8 OF 8