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Home My WebLink About6.1-1673LIST OF DRA WINGS SHEET I TITLE SHEET � SHEET 2 -3 DETAILS :1� SHEET 4 CROSS SECTIONS SHEET 5 ACCESS RAMP DETAILS SHEET 6 -7 CURB AND GUTTER MODIFICATION SHEE- T 8 -9 MEDIAN ISLAND SHEEr'° S,GNAL M ° °,F,CAT, °N T?EET IA1? C r5: DOUBLL L F r SHEET 71 STRIPING &SIGNING MODIFICATION SHEET 72 -73 PROJECT PHASING AND TRAFFIC CONTROL BENCHMARK TURN LANE %fA0 rM Tj t Al .a m- TNT MONUMENT A T THE CENTERLINE INTERSECTION OF WHITE LANE A T ME/ YEN LANE, STA. 29139.70 ELEV= 365.878 BASIS OF BEARING THE CENTERLINE OF WHITE LANE, FROM MONUMENT A T THE IN TERSEC T1 ON OF WHI TE LANE A T A SHE ROAD TO MONUMENT A T THE INTERSECTION WHITE LANE A T ME/ YEN LANE WAS USED AS THE BASIS OF BEARING = SOUTH 88057' 52 EAST CITY STANDARDS EmIl S -7, S-8 v 5 -27, ST -2 (June 02, 1,999)) S -7, S -2, 5 -28, T -5 (April 7999), T -8, T -19, T -34, L -2 STATE STANDARDS /N TERSEC T /ON OF WH/ TE LA NE A T A SHE R OA D A20AI A20B., A200, A24A. A24D. RSP A88A., RSP A888.t ES -7A, ES -1B, ES -2E, ES -4A, ES-4B I ES -4C, ES -4D, ES -4E, ES-5C,, ES -7B, ES -7C, ES -7G, ES -7M, ES -7N CONVENTIONAL SYMBOLS — — — EASEMENT -- RIGHT —OF —WAY CEN TE RL INE 1 1 1 1 J-F I I TTT-F RAILROAD TRACKS x CHAIN L INK FENCE FEDERAL PROJECT No. CML -5709 (729) -- _ —_ - - -- EXIST. CURB & GUTTER ------------ - -- - - -- EXIST A. C. FL 0 WL INE -- � - - - -- '� --- - - =// -- EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EXIST WA TER LINE G EXIST GAS LINE OH EXIST AERIAL LINES Tv EXIST UNDERGROUND TV CABLES 0 EXIST 0/L LINE M.H. 0 MANHOLE P.P. �- POWER POLE D EXISTING MONUMENT D F FUTURE M MONUMENT STREET LIGHT WIMI STR EET LIGHT ST ARM CLEAN OU TCLEAN T S SD E T FO F. H. �. FIRE HYDRANT W.M. ❑ WATER METER W.V. DQ WA TER VAL VE G. m. � GAS METER G. v. DQ GAS VAL I/E EXIST SEWER LINE EXIST STORM GRAIN EXIST UNDERGROUND POWER L NE EXIST UNDERGROUND PHONEUNE EXIST FIBER OPTIC LINE BENCHMARK E� AUTO SCOPE Q PRE— EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY UANTITIES REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 10,422 SOFT ROADWAY EXCA VA T1 ON (EAR THWORK) 1, 710 CY INS 7'ALL DETAIL 8 5,423 LF INSTALL DE TAIL 21 357 LF INSTALL DETAIL 28 242 LF INSTALL DETAIL J 1 258 LF INSTALL DETAIL 38 1,010 LF INSTALL DETAIL 38A 599 L F INS TALL DETAIL 39 is 637 LF INSTALL DETAIL 39A 100 LF INSTALL DETAIL 40 419 LF INSTALL PAVEMENT MARKING (STOP BAR /CROSSWALK) 825 SF INSTALL PAVEMENT MARKING (TYPE I V ARROWS) 390 SF INSTALL PA VEMENT MARKING ('BIKE'; "LANE ° & "s1 RROW's 72 SF h NSTALL PAVEMENT MARKERS ( "TYPE D° FIRE HYDRANT) 2 EA M D 0 W I Q ti Q W Z Q J LL Z U STATE OF CALIFORNIA uu No TE.- Z THE CONTRACTOR MUST POSSESS THE FOLLOWING uj VALID L ICENSES: Z CLASS' A � Q No TE.- p THE CONTRACTOR SHALL CONTACT THE USA LOCATOR � SERVICE 1- 800- 642 -2444, 48 HOURS PRIOR TO j EXCA VA TION. � Z 0 U PROJECT LENGTH 2 cr 7�'roje�' sass �b+�Sir�7� 461 4?&c=fz� Job No.: T7K139 File Path: K: \LDD— ENGINEERING \T7K139 White Lane at Ashe Road Widening \dwg File Name: White— Ashe— Wide. dwg QRpFESS /ON OF-AN W � C 46803 � * Exp. 6-30-09 CIVIL OF CA��F J 0.37 MILES � uj APPROVED BY= J W J RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12 -31 -09 DATE O PUBLIC WORKS DIRECTOR O APPROVAL RECOMMENDED BY: 3fl o 8 W ASSISTANT P LIC RKS DIRECTOR DATE IL 0 CIVIL FNC�INFFR I \/ — Fcirni Q TRAFFIC ENGINEERING � N STREET IM PROVEMENTS: DOUBLE LEFT TURN N 0 1 � LANE CONSTRUCT /ON AT THE IN TERSECTION of OF WHITE LANE AT A SHE ROAD 13 SHEETS EXIST SEWER LINE EXIST STORM GRAIN EXIST UNDERGROUND POWER L NE EXIST UNDERGROUND PHONEUNE EXIST FIBER OPTIC LINE BENCHMARK E� AUTO SCOPE Q PRE— EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY UANTITIES REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 10,422 SOFT ROADWAY EXCA VA T1 ON (EAR THWORK) 1, 710 CY INS 7'ALL DETAIL 8 5,423 LF INSTALL DE TAIL 21 357 LF INSTALL DETAIL 28 242 LF INSTALL DETAIL J 1 258 LF INSTALL DETAIL 38 1,010 LF INSTALL DETAIL 38A 599 L F INS TALL DETAIL 39 is 637 LF INSTALL DETAIL 39A 100 LF INSTALL DETAIL 40 419 LF INSTALL PAVEMENT MARKING (STOP BAR /CROSSWALK) 825 SF INSTALL PAVEMENT MARKING (TYPE I V ARROWS) 390 SF INSTALL PA VEMENT MARKING ('BIKE'; "LANE ° & "s1 RROW's 72 SF h NSTALL PAVEMENT MARKERS ( "TYPE D° FIRE HYDRANT) 2 EA M D 0 W I Q ti Q W Z Q J LL Z U STATE OF CALIFORNIA uu No TE.- Z THE CONTRACTOR MUST POSSESS THE FOLLOWING uj VALID L ICENSES: Z CLASS' A � Q No TE.- p THE CONTRACTOR SHALL CONTACT THE USA LOCATOR � SERVICE 1- 800- 642 -2444, 48 HOURS PRIOR TO j EXCA VA TION. � Z 0 U PROJECT LENGTH 2 cr 7�'roje�' sass �b+�Sir�7� 461 4?&c=fz� Job No.: T7K139 File Path: K: \LDD— ENGINEERING \T7K139 White Lane at Ashe Road Widening \dwg File Name: White— Ashe— Wide. dwg QRpFESS /ON OF-AN W � C 46803 � * Exp. 6-30-09 CIVIL OF CA��F J 0.37 MILES � uj APPROVED BY= J W J RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12 -31 -09 DATE O PUBLIC WORKS DIRECTOR O APPROVAL RECOMMENDED BY: 3fl o 8 W ASSISTANT P LIC RKS DIRECTOR DATE IL 0 CIVIL FNC�INFFR I \/ — Fcirni Q TRAFFIC ENGINEERING � N STREET IM PROVEMENTS: DOUBLE LEFT TURN N 0 1 � LANE CONSTRUCT /ON AT THE IN TERSECTION of OF WHITE LANE AT A SHE ROAD 13 SHEETS BENCHMARK E� AUTO SCOPE Q PRE— EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY UANTITIES REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 10,422 SOFT ROADWAY EXCA VA T1 ON (EAR THWORK) 1, 710 CY INS 7'ALL DETAIL 8 5,423 LF INSTALL DE TAIL 21 357 LF INSTALL DETAIL 28 242 LF INSTALL DETAIL J 1 258 LF INSTALL DETAIL 38 1,010 LF INSTALL DETAIL 38A 599 L F INS TALL DETAIL 39 is 637 LF INSTALL DETAIL 39A 100 LF INSTALL DETAIL 40 419 LF INSTALL PAVEMENT MARKING (STOP BAR /CROSSWALK) 825 SF INSTALL PAVEMENT MARKING (TYPE I V ARROWS) 390 SF INSTALL PA VEMENT MARKING ('BIKE'; "LANE ° & "s1 RROW's 72 SF h NSTALL PAVEMENT MARKERS ( "TYPE D° FIRE HYDRANT) 2 EA M D 0 W I Q ti Q W Z Q J LL Z U STATE OF CALIFORNIA uu No TE.- Z THE CONTRACTOR MUST POSSESS THE FOLLOWING uj VALID L ICENSES: Z CLASS' A � Q No TE.- p THE CONTRACTOR SHALL CONTACT THE USA LOCATOR � SERVICE 1- 800- 642 -2444, 48 HOURS PRIOR TO j EXCA VA TION. � Z 0 U PROJECT LENGTH 2 cr 7�'roje�' sass �b+�Sir�7� 461 4?&c=fz� Job No.: T7K139 File Path: K: \LDD— ENGINEERING \T7K139 White Lane at Ashe Road Widening \dwg File Name: White— Ashe— Wide. dwg QRpFESS /ON OF-AN W � C 46803 � * Exp. 6-30-09 CIVIL OF CA��F J 0.37 MILES � uj APPROVED BY= J W J RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12 -31 -09 DATE O PUBLIC WORKS DIRECTOR O APPROVAL RECOMMENDED BY: 3fl o 8 W ASSISTANT P LIC RKS DIRECTOR DATE IL 0 CIVIL FNC�INFFR I \/ — Fcirni Q TRAFFIC ENGINEERING � N STREET IM PROVEMENTS: DOUBLE LEFT TURN N 0 1 � LANE CONSTRUCT /ON AT THE IN TERSECTION of OF WHITE LANE AT A SHE ROAD 13 SHEETS M D 0 W I Q ti Q W Z Q J LL Z U STATE OF CALIFORNIA uu No TE.- Z THE CONTRACTOR MUST POSSESS THE FOLLOWING uj VALID L ICENSES: Z CLASS' A � Q No TE.- p THE CONTRACTOR SHALL CONTACT THE USA LOCATOR � SERVICE 1- 800- 642 -2444, 48 HOURS PRIOR TO j EXCA VA TION. � Z 0 U PROJECT LENGTH 2 cr 7�'roje�' sass �b+�Sir�7� 461 4?&c=fz� Job No.: T7K139 File Path: K: \LDD— ENGINEERING \T7K139 White Lane at Ashe Road Widening \dwg File Name: White— Ashe— Wide. dwg QRpFESS /ON OF-AN W � C 46803 � * Exp. 6-30-09 CIVIL OF CA��F J 0.37 MILES � uj APPROVED BY= J W J RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12 -31 -09 DATE O PUBLIC WORKS DIRECTOR O APPROVAL RECOMMENDED BY: 3fl o 8 W ASSISTANT P LIC RKS DIRECTOR DATE IL 0 CIVIL FNC�INFFR I \/ — Fcirni Q TRAFFIC ENGINEERING � N STREET IM PROVEMENTS: DOUBLE LEFT TURN N 0 1 � LANE CONSTRUCT /ON AT THE IN TERSECTION of OF WHITE LANE AT A SHE ROAD 13 SHEETS Q TRAFFIC ENGINEERING � N STREET IM PROVEMENTS: DOUBLE LEFT TURN N 0 1 � LANE CONSTRUCT /ON AT THE IN TERSECTION of OF WHITE LANE AT A SHE ROAD 13 SHEETS w 0 J Li z Q Cn m 0 w 0 m 0 N I I n co 6j Ln N 00 0 0 N Ln N 4J E Q) Q Q) (n a� Q) U) Q Q) a 0 m U) Q 0 0 a� C ll-� NO T TO SCALE CD z r w w z C z w D 0 STA. 14 + 76.65tv 45.19' R T NO T TO SCALE CITY OF BAKERSFIELD 7 CALIFORNIA F.L. ELEV. 366.74 ..................... STA. 16 +55.23^49.98' R T F.L. ELEV. 366.76 CURVE DATA 0= 88 °47'47" L= 31.00' T= 19.58' N% STA. 16 +66.24^6774' RT F. L. ELEV. MA TCH EXISTING C RB RETURN C RVE DATA R= . 0 A= 89 °51'45" L= 7.84' T= 4.99' STA. 17 +57.056362' LT END V- GU TTER F. L. ELEV. MA TCH EXIS TING 2' T YP. B. C.R.; F.L. ELEV. 367.45 UU & ANU UU/ IL STA. 17+J9.99^49.09 L T END CURB AND. GU TTER; rrt,v I LIIVL - B. C. R. 51 RADIUS RE TURN; EXI S TING CROSS GU T TER BEGIN CROSS GU TTER F.L. ELEV. PUBLIC WORKS DEPARTMENT STA. 17+ 17.40^ - 50.96' R T ---------- mmommommomm CL, F.L._ ..___.88 Nor TO SCALE CURVE DATA A= 87 04 '46" L= 7.66' T= 4.81' STA. 17 +26.14 49.09 R T E. C.R.; F.L. ELEV. 366.90 rVIC"T /A//'� /\/ Inn A AIP1 /'%/ ITT/ -n V7- CURB RETURN CURVE DATA let 1-vr 0= 91 °12'13" L= 31.84' T= 20.42' BEGIN CURB AND GU T TER; BEGIN SIDEWALK F. L. ELEV. MA TCH EX/S TING 17+ 70.1 54.50' L T ' 5' RA S RETURN �L E V. 36 .62 � S TA. 17+ 75.12^ 49.38' L T E. C. R.; END CROSS GU T TER; BEGIN CURB AND GU TTER F.L. ELEV. 36704 F.L. ELEV. 366.93 EXISTING CURB AND GUTTER DETAIL "D" NO T TO SCALE File Nome.- White —Ashe —Wide Drawn: S. LOWS Job No.: T7K139 Engineer: S. LOWS Date: Sep. 25, 08 Checked BY � T..... QRpFESS /ONq pEAN w REGISTERED lL ENGINEER w c 46803 * Exp. 6-30-09 CITY OF BAKERSF /ELD �P 7507 TRUX TUN AVENUE qTF C�� F CALIF BAKERSF /EL D, CA 93301 REVISIONS No. DATE DESCRIPTION 11? 05/lo/Pto RECOK0 DRA\A1,rtj& 2 3 qq�4 / / STA. 24 +67.07N66.40' L T E.C.R.; END CURB AND GUTTER; END SIDEWALK F.L. ELEV. MATCH EXISTING Z STA. 24 +46.73N46.30' L T � B.C.R.; F.L. ANGLE POINT � F.L. ELEV. 366.85 Ld a .............................. ................. ............................... CURB AND GUTTER CROSS GU T TER EXISTING CURB AND GU rTER STA. 24 + 69.04^ 45.77' L T F.L. ANGLE POINT SA WCU T LINE F.L. V. MAT EXISTING ELE C H E S G DETAIL ''E" NOT TO SCALE w EXISTING CROSS GUTTER k� DETAIL SHEET STREET IMPROVEMENTS: DOUBLE LEFT TURN LANE CONSTRUCTION SHEET rvo. AT THE INTERSECTION OF WHITE LANE AT A SHE ROAD 2 of 13 0 1 2 3 QRpFESS��N� � � F� EAN � 3 2 AP — — — — � 1 REGISTERED l VlL (ENGINEER C 46803 � = v " - - ".ft ft-.. All- Exp. 6 -30 -09 " . '\r1l a � d�- \ CITY OF BAKERSF/ELD C1 STA. 14 +60.19 to STA. 17 +03.30 — 3.44' to 0.00 � � � . � a . � / � �" 1501 TRUX TUN AVENUE TF V p� STA. 77 +03.30 to STA. 19 +25.55 — 0.00 �_ �� _ � ( BAKERSF /EL D, CA 93307 �F CA1-�F CREATE A BEVELED REVISIONS TOP OF RETAINING WALL No. DATE DESCRIPTION CONSTRUCTION JOINT EVERY 6' EXISTING VARIES FROM - - GROUND 6.43 to 5.625' BEVEL DE-TAIL 1 - - � CREATE A BEVELED g NOT TO SCALE CONSTRUCTION JOINT EMERY 6' o . � SEE BEVEL DETAIL 2 BACK OF RETAINING WALL � 6" MIN. LONG�UDINAL R z 3 3' MAX. � �,, � CONSTRUCT CURB » Q AND GUTTER 6 MIN. 7T I— = 2 MIN. CONSTRTJC,T SIDEWALK � FACE OF RETAINING WALL � 14 REBAR '� EXISTING EXISTING CURB C� 12 O.C. AND GUTTER 6�� m a `, SIDEWALK BOTTOM OF RETAINING WALL e o � ° a.: ° . a .¢ • s ° ,,,. ° :# � . SIDEWALK � � FACE OF RETAINING WALL 1' 6" o " MIN. TYP. NOTE: CREA TE A BEVELED CONSTRUCTION JOINT EVERY 6 FEET. BEVEL SHALL ONL Y BE IN THE TOP OF RETAINING WALL. NOTE : * CREA TE A BEVELED CONSTRUCTION JOINT EVERY 6 FEET. (SEE eEUEC oErAic) RETAINING WALL JO /NT DETAIL a ** THE HEIGHT OF THE RETAINING WALL SHALL BE NOT TO SCALE 00 CONTROLLED BY THE EXISTING GROUND ELEVATIONS ALONG THE BASK OF RETAINING WALL. FINISHED GRADE °O BEHIND RETAINING WALL SHALL BE NO GREATER THAN N ONE INCH BELOW TOP OF WALL. °° RETAININQ WALL DETAIL 0 0 1 N NOT TO SCALE � VARIES FROM STA. 14 +76.65 to STA. 17160.15 - 3.68' to 0.25' 6.125' to 5.125' STA. 17 +60.15 to STA. 19 +25.50 - 0.25' � z J Q I Ste' � Z I� CONSTRUCT CURB AND GUTTER o v CONSTRUCT SIDEWALK � EXISTING � EXISTING CURB GROUND � AND BUTTER EXISTING SIDEWALK .......�.. -- y 'e e N � 1.75' Q BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: % SIDEW �, 5' WIDE AT CURB AND GUTTER ALKILANDSCAPE TlE=lN DETAIL 2.5� 4 A T CURB ONLY � TERMINA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE ONES AT f � NOT TO SCALE � 3 BEGIN DETAIL 39 A T ECR MID -ARC POINTS OF THE CURB RETURNS 2 5' j W/ PA l/EMEMT MARKING ° PA 1/EMEN T MARKING (WHITE) � ----- �, 6" (PER MUTCD 2003 CALIFORNIA o PA l/EMENT MARKINGS o w (WHITE) PER STANDARD SUPPLEMENT FIGURE 3B -102 PLAN. A240 END DETAIL 39 A T BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN FIRE HYDRANT c � -' - - - - - - - .• �RP,EF \C FLOW �� DETAIL 39 VON � END DETAIL 39A A T BCR � � TRAFF /C FLOW BIKE LANE PA VEMEN T o, INCLUDE DETAIL 39A ONLY WHERE � MARK /NG DETAIL SHOWN ON PLAN, OMIT DETAIL 39A � ----�, � WHEN NOT SHOWN ON PLAN J� NOT TO SCALE ~ TERMINATE ALL LANE LINES ON � 200 � ALINE CONNECTING THE MID-ARC ry z POINTS OF THE CURB RETURNS j w z TYPICAL TERM /NAT /ON OF LANE S TR /PING FIRE HYDRANT z AT IN TERSECTIONS WITH NO STOP BARS AlVlARKER L 0 C TIONS W o NOT TO SCALE NOT TO SCALE Y i9ETAIL SHEET .... File Name.- White -Ashe -Wide Drawn: S. LOWS S TREET IMPROVEMEINTS- DOUBLE LEFT TURN LANE CONSTRUCTION sHEE r No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWS Date: Sep. 25, 08 Checked By.- �� AT THE INTERSECTION OF WHITE LANE A T ASHE ROAD 3 OF �3 73 TOP OF RETAINING WALL r r TOP OF RETAINING WALL �r t7�5 . may, w O w z Q m 0 Li O 1 0 N I I w w r� m 00 00 L0 N oo O O N N E Q) a� cn n QRpFESS /ON pEAN qy��i 7'G CENTERLINE OF WHITE LANE AND CENTERLINE OF CONSTRUCTION REGISTERED C lL ENGINEER � C 46803 CENTERLINE OF WHITE LANE AND * Exp. 6 - 30- 09 CENTERLINE OF CONSTRUCTION 55 55 CITY OF BAKERSF/ELD `��q CIVIL 7507 TRUXTUN AVENUE � 45.13' to 49.38' -- 45.19' to 49.63' RT BAKERSF /EL D, CA 93301 TF �F CAt�F�� ago 55' 55' to 67' � REVISIONS 45' 45' to 58.67' EXISTING o -� 5' RT to 11.63' L T 10.34' RT to 10.13' L T LANDSCAPED I = Z Q No. DATE DESCRIPTION � AREA I� o Z � 1' to 18.71' REMOVE EXISTING z � ,.�' o Z VARIES (SEE NO TE) VARIES (SEE NOTE) MEDIAN CURB AND I' to 2.92' � � � `� � 2 CONSTRUCT TYPE o "M" MEDIAN CURB � ' , � � � SAWCUT LINES � REMOTE EXISTING Q 3 MEDIAN CURB AND W 3 � k EXISTING GROUND � Q-) � � W � CONSTRUCT TYPE EXISTING GROUND � o EXISTING LANDSCAPED M MEDIAN CURB o � AREA WITH TWO EXISTING CURB = f 4' (TYP.) EXISTING CURB AND : � v DRl VE APPROACHES AND GUTTE CONSTRUCT COMBINATION _ _ = _�_�� =� -�� GUTTER (TYPICAL) � iii -iii =i I i -iii -i n EXISTING CURB SIDEWALK /RETAINING WALL 5 (TYP.) ��= �� HE�� =� . AND GUTTER (SEE DETAIL ON SHEET 3) _ i! i - ST GO iii- = -iii Rq�H ° � SCR • DE � �_ � �_ �R T , ��= .., CONSTRUCT je, SIDEWALK .o � I I III � �� i I CONS TRUCT — — CONSTRUCT E B CURB I III III III III �� TYPE B CURB AND currER III III I ... III III III o AND curTER F3 STA. 13f 4 7.30 TO STA. 14+50 03 -0 14.28 I � N, U U) w Qi k, O .� GRADE BREAK z a -0 EXIS TING GROUND O ALONG FL OWLINE -� OF "V" GU T TER o • o 4 4 —2 Q MA TCH EXISTING (D CONSTRUCT "V" GUTTER 5' a� 4 '- COLD PLANE A 5 FEET WIDE- STRIP FROM SA WCU T LINE, z AND TO A DEPTH OF 0.20' ry Ld TO ACHIEVE RECOMMENDED LLJ SLOPE. (TYPICAL) z z w I 0 0 CENTERLINE OF WHITE LANE AND CEN TERL /NE of CONS TRUC TON 55' NO T TO SCALE COLD PLANE A 5 FEET WIDE STRIP FROM SAWCUT LINE, AND TO A DEPTH OF 0.20' TO ACHIEVE RECOMMENDED SLOPE. (TYPICAL) NOTE : SA WCU T LINES IN THE MEDIAN MODIFICA TION AREAS SHALL BE ONE F00 T A WA Y FROM EXISTING MEDIAN CURB AND TWO FEET FROM NEW MEDIAN CURB. 0.50' TYPE "B" ASPHAL T CONCRETE - 0 VER 0.75' CLASS II A GGREGA TE BASE 0 VER 1.25 ' NA TI VE GROUND COMPA C TED TO 957 REL A TI VE COMPA C TION C\ TYP /CAL ROADWAY SECT /ON 4 % STA. 17 +57f NOT TO SCALE EXISTING LANDSCAPED AREA CONSTRUCT SIDEWALK �-- CONSTRUCT TYPE "B" CURB AND GUTTER CITY OF BAKERSFIELD, CA IFORNIA I PUBLIC WORKS DEPARTMENT 0.50' TYPE "B" ASPHAL T CONCRE TE 0 VER 0.75' CLASS ll A GGREGA TE BASE 0 VER 1.25 ' NA TI VE GROUND COMPA C TED TO 957' REL A TI VE COMPA C TION B\ TYP /CAL ROADWAY SECT /ON Q J STA. 14 +50 TO STA. 19 +26.07 NOT TO SCALE �, I EXISTING LANDSCAPED ;�' AREA WITH ONE o DRIVE APPROACHES � 1 CONSTRUCT COMBINATION SIDEWALK /RETAINING WALL (SEE DETAIL ON SHEET 3) � CONSTRUCT ' TYPE "B" CURB AND GU T TER ---� EXISTING CURB AND GUTTER (TYPICAL) Z 0 65 to 59.13' to CEN TERLINE OF WHI TE L� LQ CEN TERLINE OF CONS Ti z O c CD z W �•-4' (TYP.) 5' (TYP. STRAIGHT EXISTING GROUND " : DE . GRA COLD PLANE A 5 FEET WIDE STRIP FROM SAWCUT LINE, AND TO A DEP TH OF 0.20' TO ACHIEVE RECOMMENDED SLOPE. (TYPICAL) 16V IV,/ /v /lvivivi I 1I L rl IlJI I IriL. l Lot V /vtl*lIL /L 0 VER 1.50' NA TI VE GROUND COMPA C TED TO 957' REL A TI VE COMPACTION (TYPICAL) 0 TYP /SAL ROADWAY SL=CTION 'STING LANDSCAPED EA WITH THREE (VE APPROACHES 'ONS TRUC T COMBINA TION IDEWALK /RETAINING WALL SEE DE TAIL ON SHEE T 3) TRUC T "B " CURB UTTER 3 w 0 J W z Q I-- M 0 W 0 J w 0 N I I w n co 00 N 00 0 O N Ln N Q) E 0- Q) Cn a) Q) Q I C a) 0 0 V) Q 0 a) C J Q) z ry w Li z_ C� z w I STA. 17+J4.99^#54.50$ L T SIDEWALK ELEV 367.02 STA. 17 +29.99^54.50' LT SIDEWALK ELEV. 36741 5' Min. STA. 17 +44.9054.50' L T SIDEWALK ELEV. 366.84 5' Min. STA. 17 +29.99N49.07' L T / �.3� � % STA 17 +39.99N49.09 L T TOP OF CURB ELEV. 367.30 � .R. 5' RADIUS RETURN; . 17 +34.99N49.14' L T TOP OF CURB ELEV. 366.91 CA ESSE2 A ----- AffE2 r%=!/L 0\0 L 5 C) AI!- NOT TO SCALE S TA. 14 + 76.65^ 45.19' R T . . . 14 +56.43^6329' RT L. ELEV. 366.22 A(// M A /qk A A A A ` A. / A A MOM N 0 NO T TO SCALE STA. 20 +43.8688.89' L T ,,,,�,�� „ vL. srA. 20f 78.0391. 76 c r CENTER 27.33' RADIUS 6' Min. S TA. 20+ 73.8564.76' L T E. C. B„ CASE'". ACCESS RAMP DETAIL NO T TO SCALE CITY OF BAKERSFIEL CALIFORNIA STA. 17+ 70.13N54.50 L T SIDEWALK ELEV. 367.04 Min. STA. 17+80.12^.,54.500 L T SIDEWALK ELEV. 367.25 STA. 17 +85.1254.50' LT SIDEWALK ELEV. 367.66 5' Min. STA. 17+75.12^-,49.j8 L T 0.2� � % �STA. 17 +85.12N49.50' LT E.C.R.; F.L. ELEV. 367. ' TOP OF CURB ELEV. 367.56 STA. 17 +80.12N49.50' LT TOP OF CURB ELEV. 367.75 �� -£ASE "sww�• A ��€SS RAA4P-ADETAJL- NO T TO SCALE STA.. •1.6 +55.2349.98'• R.T .............................. ............................... . . . L i 5 STA. 16 +66.2467.74' RT STA. 19 +54.7279.71 L T E. C. R.; F. L. ELEV. MA TCH EXISTING STA. 19+ 48.05N 77.62' L T STA. 19+25.55N77.50' c T CENTER 22.50' RADIUS 6' Min. B. C. 22.50' RADIUS CUR QRpF ESS OF-AN Rq� q,G Q � co Z I-- til REGIS rERE L ENGINEER Lu C 46803 0 * Exp. 6-30-09 CITY OF BAKERSF /ELD `P�q CIVIC 7507 TRUX TUN AVENUE BAKERSF /EL D, CA 93301 F OF CAL�F�� FAOM CA 56"C' REVISIONS TO � `' Vii' � �1�{� No. DA TE DESCRIPTION AC,aotft ALtCWAY EASgMamr 1 06 IVIlmo REC49%D DAAWJ:t4 2 STA. 19+24.72^4938Y r l `� ( L � B. C.R.; F. L.L�V�67.3�" G CASE ' "ACCESS RAMP DETAIL 5 NOT TO SCALE STA. 17+17.40,----50.96" RT ............... ............................... F.L. ANGLE POINT ........... ............................... F.L. ELEV. 366.88 00> •.5�� woTF apt '5 WT of; IS �00 0 o. 6' Min. ............ F.L ELEV. MATCH EXISTING CASE "A "ACCESS RAMP DETAIL NO T TO SCALE E. C. R.; F. L. ELEV. MA TCH EXIS TING B. C.R.; F.L. ELEV. 366.85 5' Min. - 6' Min. CASE "A "ACCESS RAMP DETAIL NO T TO SCA L E PUBLIC WORKS DEPARTMENT STA. 17 +05.8369.20' RT F.L. ELEV. MATCH EXISTING i CASE "A "ACCESS RAMP DETAIL 5 NOT TO SCALE STA. 20 +55.82N68.39r RT BEGIN CURBING File Name: White -Ashe -Wide Drawn: S. LOWS Job No.: T7K139 Engineer: S. LOWS Date: Sep. 25, OS Checked By.- STA. 20+ 76.09N 49.37' RT STA. 19 +25.5049.63' RT DRI VEWA Y STA. 20 +72N57 J4' RT CURBING A. P.; END CURBING 4141..... STA. 20f 76.09N79.37' RT CENTER 30' RA D. RETURN STA. 20 +46.1079.61' RT B. C. R.; F. L. ELEV MA TCH EXISTING A0% w M� I I /% gig Im on% '60% AID A A w As M Am w wft 0� Mw= Am Ar Ar LLL V. ..JUI.,) • . 5' Min. •• • A 6, • 0• Q, 0 • 5.5' Min. C TA 110-L49 9/1,7n 4;nl OT : E. C. R.; F. L. ELEV. MA TCH EXISTING NO T TO SCALE AP� Mm� _ AF AV Ia,l- l(073 2 3 w 0 w z Q _ m 0 w 0 m 0 I I 0 a) N N 0 0 N N a 0 Q� C Q) a.� I Q) V) Q I Q) Q) 0 m Q) Q Q) 0 J CD z m w� w z' C z Li I J V REGIS RED Cl TY OF BAKERSFIELD 7507 TRUX TUN AVENUE BAKERSFIELD., CA 93307 QRpFESS /pN DEAN CIO Ql) 15r � C 46803 � * Exp. 6 -30 -09 C 1 V 1 L� OF CAL� <� �. �- 0028%. .�u-ir V.� .. - REVISIONS .200 / SCALE: -� 30' : 366 s a N - � � o DA r 1 � DES R/P Tl 1190-+, 5 C 7-2 _ry 7R 7 366 C ON SCALE: - VERT 1 3 EXIST /N GROUN A T FLO LINE OF STA. 17 60.194 .38 L l .C. R. 10/14/2008 REVISED WITH ADDENDUM No. 1 Sr 1 > 9661. ¢5 L r I STA. 1f 74 A6.86 9.1,,x' EN A/ lY.4LL SEE X�TIZ2 „ SEC /N /iEMYN /N ly�4LL F_j 16f26/ S TA. 17+ 03. 0^54.5 L T gfC /N �Er,4 /N #14Z L RETAINING W LL A N E POIN L r SEED TAI "D" END AEr�1 /N /NG # SHEET �� SA WCU T LINE /5�52.29�55. 97' r S DnFTA /L 'F" /N /NC lY.4LL Sr�4. 17� RC 94CCIN 4L LL ree�l n % FE: 5. T _ , •�� F 6 F 5 •. 11N... N..... .NN.N.•••...11 ................. ..NI. N....N....... ..I..I. w!,e...I..N....1. ............ N....... N..... 1. 1.....•... N.... N... .N.•••••....1........11- •e•••e• N.II...N....•N. N..........N.. IN.... N. N ....N...•...N...N.NNN.......N.. S TA. 14+60.19r,-,45. 13 L l � , ..................... ... N ............................... ..... ................H.N.. ...... ........... ....:.. ........... ........... .:..............:...........:.. ------ - - - - -- BEG/NCURBANOGUTTER; - -- ------ - - - - - -- - -- / _ LIMITS OF COLD PLANE ---- -'-- -- - BEGIN 4.25' x 300' TRA NS/ TION STA. 17+ 39.99^ 49.09 L T - - - - - SA WCU T LINE B. C. R. 5' RADIUS RE TURN• 7 S TA. 17+75 5.93 END -CURB AND GU TTER ' E. C.R.; BEG) --�--------- EX/S TING CURB AND GUTTER �.SrA. l »4.1 92~s60 L r- S TA -.---l-7+ 60.1 4 ( �-� END RZ- r.4 /N /NC fy,4Lt END TRANSI TION n16-- - - - - - STA. 14 + 76.65fv 45.19 R T E. C. R4-BEGIN ' ' EXISTING CURB AND GUTTER S TA . 17+ 06.12^ 50. 4A4 x 2 STA. 16 +55.2349.98 RT TA 1 SEE DETAIL B F.L. ANGLE POINT S • TRANSI TION g ' �L. ANGLE- POINT - BEET 2 END-11 6.125 STA. 17+17.40^--5G._96'9 R T SEE DETAIL "A" - - - - - -- -- -` � -- - .ANGLE POINT ' �� SAWCUT LINE � =- - � �' -- �» ��. SHEET2 - -- --� - - -- - LIMITS OF COLD PLANE - - - -- 9 x x yg I ......... ...................... .. .................... ............................... ............ .......................... ...................................................:..... ................:.............. ............................. Mo D ------------ H STA. 14 +5 63.22' RT BEGIN CRO S U T TER STA. 14 + 56.39 71.43' BEGIN CURB AND GU T 1 BEGIN SIDEWALK DETAZL'A" *At SNBEr Q OF l3 .ate r►VV / LII VL JI Ir'1LL UL A T FIRST CONS TRUC TION JOIN T,1 MATCH EXISTING � _ ._ . _. _._ _8. C. R: 20'i?.4'DltiS`� FURItf; A ^% BEGIN CURB AND GUTTER; ur"P-inI C //ILIA /A / V J ai s • � y...� .,��,,. ,,,��...,�� PLAN VIEW SEC TION 15, TOWNSHIP 30 SOU TH, RANGE 27 EAST 0 a ,5 TA. 14 +50^63.21 RT ' I TIE-1N TO EXl TIN a S � CROSS � GU T TER � 4 E e a ' ' STA. 14 +56.4 ti PA STA. 19 +55.5 79.50' RT a 63.29 R T G DE BR A K OF CIRB RE TIRN GRADE BREAK CURB E TURN GRA , E BREAK OF CURES RE TURI � � BG/N F. L. � OF CROSS GU T TER � END F. OF CR SS GUT R E. C• 370 F. L. EL V. 366. F.L. LEV. MA TCH EXIS TING � 3�0 a R F. L. LEV. 36.22 a t E El a S EET 2 ST 19+25.50r-,49.6,.,- RT ' a 8 sly. 16 +46 55^-47.8 RT TA. 17+ 6.144 .09 RT STA. 14+ 76. 545.19' R T r _ B. R. 368 - � B.Q.R. s ,- -_, .C. R. F.L. E E . V L 3 7.30 368 � � M w A .2 003 F.L. ELEV .40 000/0 2�/0 .6100 0 . 00 / 3 ro ro a 366 a gg XIS TING GROUND A T FL 0 WL IVE OF I _ TI- -- k 1ROPOSE CURB AVD GUTTER `�''- - -_ - - - -- ' FINI SHE GRADE LONG FLOWLINE a c - - A. 17 60.15 4 .63 R T y a o- 364, SEE l� a a 5 z F.L. ANG E POIN T OF PROPOSED C RB AND U T TER DTAIL A a a �0 I SHIIET 2 0/ e 9 8 i4tene_tkorE ou DeTA *0 g" oN sReEr 2 of fii, ANO b WrAT L 0 ar $*r0r'r r or t% ## 27110/22/2008 1 REVISED WITH ADDENDUM No. 2 37110/30/2008 1 REVISED WITH ADDENDUM No. 5 471 °X/?Afyowj KECOtZb DAAWr9Cr GENERAL NOTES: 1 ALL UNUSED, SA L VA GED MA TER/A L SHA L L BE DEL / VERED, B Y THE CON TRA C TOR, TO THE WA S TE WA TER PL A N T 1#2 A T M T VERNON A VENUE SOU TH OF HIGH WA Y 58. CON TRA C TOR SHALL CONTACT THE C/ T Y S EL EC TR /CAL SUPERVISOR, 24 HOURS PRIOR TO DEL / VER Y A T (661) J26 - 3152. 2 A L L U T/L / T Y L OCA TONS SHO WN A RE A PPROX /MA TE ONL Y, A ND REPRESEN T THE BES T INFORMA TION SUPPL /ED B Y THE VA R/OUS U T/L / T Y COMPA N/ES. THE CON TRA C TOR HAS THE FINAL RESPONSIBILI T Y FOR L OCA TING U TILT TIES IN THE FIELD. 3 THE TWO TREES BEING REMO VED ARE DA NGEROUSL Y CLOSE TO AN EXISTING 16 INCH A SBES TOS- CEMEN T WA TER MAIN. CON TRA C TOR SHAL L USE EX TREME CAUTION DURING THE REMOVAL OF THE ROOT SYSTEMS OF THESE TREES. IF THE WATER MAIN IS RUPTURED BY THE CON TRA C TOR DURING THE REMOVAL OF SAID ROOT SYSTEMS, CON TRA C TOR ASSUMES FULL RESPONSIBIL / T Y TO MAKE AND PA Y FOR ANY AND ALL REPAIRS. CURB AND GUTTER CONSTRUCT /ON NOTES: V 1� CONTRACTOR SHALL RELOCATE BUS BENCH AND ALL ASSOCIATED APPURTENANCES. O 2a CONTRACTOR SHALL CONTACT THE FOLLOWING OWNERS /OPERA TORS TO REL OCA TE THEIR NEWSPAPER /MAGAZINE STANDS: MARK CARLISLE (RENTFIT) 559 - 432 -8880 X304; JA RICHMOND (RENTAL GUIDE &KERN COUNTY HOMES MAGAZINE 661 - 847 -9590; & MARK LUNOBORG (REAL ESTATE BOOK) 661 - 832 -4245. �3 TRACTOR SHALL CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD S -2. 4� CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CAL /FORNIA N DEPARTMENT OF TRA NSPORTA TION STANDARD PLAN RSP A88A. �5 CONTRACTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER STATE OF CALIFORNIA DEPARTMENT OF TRA NSPORTA TION STANDARD PLAN RSP A88A. �6 CONTRACTOR SHALL CONSTRUCT CASE "CM" ACCESS RAMP PER STA TE OF CAL /FORNIA DEPARTMENT OF TRA NSPORTA TION STANDARD PLAN RSP A88B. 7 CON TRA C TOR SHA L L CONS TRUC T CROSS GU T TER, MA TCHING EXI S TING T YPE. 8 CON TRA C TOR SHALL ADJUST PULL BOXES TO FINISHED GRADE. (NOTE: PULL BOXES NOT IDENTIFIED BY THIS NOTE ARE TRAFFIC SIGNAL AND INTERCONNECT PULL BOXES AND SHALL BE INCL UDED IN THE TRAFFIC SIGNAL AND IN TERCONNEC T MODIFICA TION. 9 CONTRACTOR SHALL CONS TRUC T TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD S- 1. 10 CONTRACTOR SHALL CONSTRUCT SIDEWALK AS INDICATED ON THE P 3 11 CONTRACTOR SHALL CONSTRUCT COMBINATION ETAINING WALL AS lNDICA TED ON THE PLANS � f 12 CONTRACTOR SHALL CONSTRUCT 4' WIDE V- GUTTER PER CITY OF BAKERSFIELD STANDARD S -28. Z 13 CONTRACTOR SHALL ADJUST WATER VALVES TO FINISHED GRADE. 14 CONTRACTOR SHALL REMO VE EXISTING TREES AS lNDICA TED ON THE PLANS. CONTRACTOR SHALL REPLACE EACH TREE RE!!OI�FD WITH ON t11j ***-24" BOX TREES A T LOCATIONS DIRECTED BY THE ENGINEER. REPLACE�!/£NT lRE£S SHALL A1.4TCH SPEC /ES OF lI?EES R13!O!CD. 75 CONll?ACIOR SHALL RELOCATE F/iPE HYrJRANT NORTH£RL Y, A M /Nl�l!aO OF 5' 9; � � PER SPEC/•9L PROWS/OVS. �A�A VIABLE CURVE No. RADIUS DEL TA LENGTH TANGENT DESCRIPTION C1 20.00' 85°27'16" 29.83' 18.47' FLOWLINE C2 20.00' 88 °47'47" 31.00' 19.58' FLOWLINE C3 20.00' 91 °12'13" 31.84' 20.42' FLOWLINE C4 30.00' 89 °45'41" 47.00' 29.87' FLOWLINE' C5 5.00' 89 °51'45" 7.84' 4.99' FLOWLINE C6 5.00' 87 °48'46" 7.66' 4.81' FLOWLINE C7 30.00' 90 °38'17" 47.46' 30.34' FLOWLINE CURB ANO OU 1 9 PLAN AND PROF /LE - file Nome: White -AShe -Wide Drawn: S. Low E CITY OF BAKERSFIEL P STREET IMPROVEMENTS: DOUBLE EFT TURN LANE CONSTRUCTION SHEET No. D, CALIFORNIA UBLIC WORKS DEPARTMENT yob No nK,3s E�9;,,ee�: S. �owE Date: Moy. 27, 09 checked ey A T THE INTERSECTION OF WHITE LANE A T A SHE ROAD 6 OF 73 0 2 ('0 3 w 0 J Li z Q U) J m i o - N c�i STA. 20 f87. �5^56.84' Rl BETA /N /NG X4LL ANGLE BO/NT STA. 20 +76.09^- 49.37' R r E. C. R. S,rX 20f7z 9¢,56.8¢' R1r 9z-G /N Af*74 /N /NG XWZ iL_ • 4 STA. 20+46.101-,,-,79.61' R T B.C.R.; BEGIN CURB AND GUTT ; BEGIN SIDE WA L K - -- Q a� 0) z 4� Il O a� U Q 0 a i Q) a n1 tl a �• a S �� pppC F_ 0 z r w w z 0 z W ...... ................. - ........... e n .................. E 3 a E 372 B. C. R. p S ➢ ° � z pgpyC °i ° C S 3 S g 6 E C6R. a s gg 3 9 a F. L. ELEV. MATCH EX TING 570 qg S TA. 22 07.75 9.13 L T i F. L. EL MA TCH EX1 TING ° ° ° 570 • END DR/ E APPR A CH s • gay E. C. R. s BEGIN T�I PER � � � a B. . R. END TRA NSl R ON • s n , �' � o a 4 F.L. LEV. 36 65 F. L. ELEV/ 367.39 9 F. ANGLEPOIN T e � 3 o 52.38' F. Ls. ELEV. J66. 91 a - - - --- - - - \Ji 51.02 p ° -0.20 z 2 7 pp pp r L T 22+07.75 a L T (0 60 s SEEI DETAI L "E" S ro APPROACH c C e _ +BEG /N DR/ VE a a ° _ i END TAPER; BEGIN TRANSITION F.L. E EV. 367.8 r ST 24+68.7045.8.x' L T r r C 5 F.L. ELEV. 36X 15 z t s F. L. ANGLE0 /N T a ............... ..... .. 3 a § e 304 tv�5TING 6ROUND A FL o wL IIE OF t FINISH D GRADE' AL ONGL OWLINE: o s PROPOSED PROPOSED ICURB A NO GU T TEk ° s OF OSED URB ANL GU T TER: E E e E ... a C ° C ° d 1 C_ L) u N6? AN 3 3 3 n ° 3 ° ? -9 Oi a ...... ................ W11w ................ 1w 11 W_ �w -------------- �w ------------- w ..... i .... .................. -w ...... I-- ... 3 c e STA. 20+ 4,3.8 88.89 LT � STA. 2 >f59.9Z�6¢Z6' L T E � B. C.R. • BEGAN URB AND GUTTERS Rf1� /N /NG lY.4LL ANGLE PO /NT e_qe�4, ' BEGIN SIDEWALK STA. ?1fs9.9Z�69.1,,3 z T ST�4. ? ?fQ7.9Z^ -69. 1 z T END /?ET.4/N /NG XXZZ STA. 24 + 67.07 66.40 LT � /N i? TA /N /N 1Y�4 � E. C.R. , END CURB AND GUTTER, 11011*vlllllllIIIIIIIIIIIIIIIIIIIIIIililillllllllllliiiiiiillillillilillilillilillllllllllllI �G E G zz f STA. ZZf07. 9Z�6' '50 L T j END SIDEWALK_ 0 DI PAY ' �ET.4 /N /NG' lY.4zz .4NizE �O /NT STA. 24 + 46.73 46.3 LT SEND_ T.RA �`�TION, (SEE D STA. 20+ 73.85 59.13 L T 3 �� p B. E 11._ E R W 5 re. R. / F. ANGLE OINT � _ � SHE TT 2 C 8':.• EXISTING TRAFFIC SIGNAL IN T ERCONNE T I L . _j w 13.W V-1 •.•�••••• f "" "ms°µ . M ' "' .� _® w �. ,.... w 1 2 7 4 ....... .. .. ..t.N. - -� a r 13 . - _ _ .N ...................� �....�..� ...� . a.... ::::x�'- ..-•3t � � •NN • `N.NNNNNN.N �e °^^+m..�+N.m� 1TS _ NNNNNN..... •NN........ WIN • O � �"�'�`^'�'^""' '"""""'^^.w.wwv �w...�wwwv. �.......+ww.wM F -- BEGIN DRIVE APPROACH OL D P EA NE._ _ ............... ° SAWCUTLINE � -�-- STA. 22+ 07.75N59.13 L T EX /S l/ G CURB & GUT R �"ND D� APPROACH; STA. 24+ . 0"- 45.77"'�C T > SCI: 23 +2.7� 48. T ST.4. 3 89. /' z T BEGIN 10.79 x 120 TAPER F. L. ANGLE POIN T END TAPER; BEGIN END f'E1.4 /N /NG 1�.4ZZ � �'''�'�' F L. ELEV. MM�T�'H EX /S%7�'G . 04' x 118.98' TRAMS/ TION'' ''► �.w ...M� ....... DARE - - ----- ZO-0- BEGIN DR/ VE APPROA CH S TA. 23+ 13.78N 4 7.99 R T 0 S X21 21 + 20µ4Y^, 49.37�T BEGI, DR/ VE A PPROA CH STA. 23+ 56.32 4 7.35 R T _S7A. 25 +23.1244.82 ' l END TRANSITION; END Rl VE APP OA CH STA. 22 +23.12N 49.37' R T ENO DR /E APPROACH S TA. 24+ 66.99^ . 67' R- CURND GUTTER- uEZ ' BEGIN DRIVE APPROACH; SA WCU T LINE -� LIMITS OF COLD PLANE EXISTING R Tr END SWALK ___ -- -- -_ - - -- CUB & GU �� 3 ••...•••• :.. • • . . N .. . . . . . . --- - - - - -- - - -- .� a®u..r�.wN•.w �.n..wMn,�n w�..w.w..w.vM +�....wn..n+.nn,.w .....n...+w.v..i..n • .. • • • .. • N. • N.. ... .NNN.N..N ....N... .... .. .N......N.N.NNNN.......•....N.. .. •• ®......w�v. �°"'"""."M^v .n. a.m... - .____ - -- N..N.NMNN..... ..NNN. .N.NN..N.N N.N..NN.N..NN.NN•N ..N.NN...N.NN. NN. N ......N.N ............... NN. N. NN .N..........N.N............N...N N.NNN.N. N.NN.NN.N••N••N•• NNN...NN.....NNNN.NH.. OH ............ .. OHY� 3 �� R N�a na • S A. 2087.45 .59. P OH AS �?ETA/N /NG 0 4zz ANGLE O /Nl L .1 % Z*0 A IINIAV WATZ 5/; r. v �4 Me 4: 5~_ so ST . ?1fZ0. ¢�5'�.59. J7' Rl O �E /N i F7*41N /N 0414 .. G zz STA. ?JA >�3.88 5,3.61 tf l OH O �I CITY OF BAKERSFIELD, CALIFORNIA r' SCALE: HORIZ 1" = 30' SCALE: VERT 1" = 3' 1 a� oH 7A. 25 +2744.82' R =SAWCU7 L tND- DR]I/£ 2P�RIlACK', i "ILKWAY V"FASNr AlOuND PeWE9 PoLs* OH OH NL= PLAN VIEW PUBLIC WORKS DEPARTMENT ° 3 24 E ------------------------- ------- ....... - .... -------- ------------------------------ ...... a � � p r File Name: White -Ashe- Wide Job No.: T7K 139 Date: May. 27, 09 Dro wn: S. L 0 WE Engineer: S. L 0 WE Checked By FL 0 WL INE BA Y TAPER 10. 79' x 120' STA TION OFFSET 22+07.75 59.1,3' L T 22+17 75 58.97' L T 22+27.75 58.47 7IT 22+37.75 57.63' L T 22+47.75 56.45' L T 22 +57.75 55.09 L T 22 +67.75 53.74 L T 22+77.75, 52.38' L T 22 +8775 51.02 L r 22+97.75 49.84 L T 22+07.75 mm 49.00 L T 22+17.75 48.50' L r 22 +27.75 48.34' LT nRoF E S S /pN� pEAN III 0a wir- 0�0 q��i Gc EGIS TERED Cl Vl ENGINEER � C 46803 � yt Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF OF BAKERSFIELD., CA 93309 CA��F REVISIONS No. DA TE DESCRIPTION 10/14/2008 REVISED WITH ADDENDUM No. 1 27110/22/2008 1 REVISED WITH ADDENDUM No. 2 37110/31/2008 1 REVISED WITH ADDENDUM No. 5 47105 /20/10o I Vw.-OIZO 0AAWt9& GENERAL NOTES: 1 ALL UNUSED, SALVAGED MA TERIAL SHALL BE DEL II/ERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CI T Y's EL EC rRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (667) 326 -3752. 2 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. CURB AND GUTTER CONSTRUCT /ON NOTES: 1� CONTRACTOR SHALL RELOCA TE BUS BENCH AND ALL ASSOCIATED APPURTENANCES. 2� CONTRACTOR SHALL CONTACT THE FOLLOWING OWNERS /OPERA TORS TO RELOCA TE THEIR NEWSPAPER /MAGAZINE STANDS.- MARK CARLISLE (RENTFIT) 559 - 432 -8880 X304; JAY RICHMOND (RENTAL GUIDE &KERN COUNTY HOMES MAGAZINE) 661- 847- 9590; & MARK L UNDBORG (REAL ESTATE BOOK) 661-8J2-4245. �3 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD S -2. CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88A. �5 CONTRACTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER STA TE OF CALIFORNIA DEPARTMENT OF rRANSPORTA TION STANDARD PLAN RSP A88A. 6� CONTRACTOR SHALL CONSTRUCT CASE "CM" ACCESS RAMP PER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88B. 7� CONTRACTOR SHALL CONSTRUCT CROSS GUTTER, MATCHING EXISTING TYPE. 8� CONTRACTOR SHALL ADJUST PULL BOXES TO FINISHED GRADE. LNO TE.- PULL BOXES NOT IDENTIFIED BY THIS NOTE ARE TRAFFIC SIGNAL AND INTERCONNECT PULL BOXES AND SHALL BE INCLUDED IN THE TRAFFIC SIGNAL AND INTERCONNECT M00 /FICATION. �9 CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD S- i. 10 CONTRACTOR SHALL CONSTRUCT SIDEWALK AS lNOICA TED ON THE PL 3 11 CONTRACTOR SHALL CONSTRUCT COMBINATION i'BEW TAINING WALL AS lNDICA TED ON THE PLANS. 12 CONTRACTOR SHALL CONSTRUCT 4' WIDE V- GUTTER PER CITY OF BAKERSFIELD STANDARD S -28. 13 CONTRACTOR SHALL ADJUST WATER VIA t/ES TO FINISHED GRA DE. 2 14 CONTRACTOR SHALL REMOTE EXISTING TREES AS INDICATED ON THE PLANS CONTRACTOR SHALL REPLACE EACH TREE REMOLD WITH 01N£ 24" BOX TREES A T LOCATIONS DIRECTED BY THE ENGINEER. REPLACfW"Nl I1?EES Sh'.4LL MATCH ,SEC /ES 0/- TRE£S REMOLD. ,,.- C U P-,..--\7 DATA TAB Z E CURVE No. RADIUS DEL TA LENGTH TANGENT DESCRIPTION C8 30.00' 89 °32'23" 46.88 29.76' FLOWLINE C9 20 . 00 ' 91016 ' 47" 31 . 86' 20 .45' FLOWLINE C10 1 30.00' 90 °28'06" 47.37' 30.25' FLOWLINE .. .at YlY ..wet C CURB /'AND OJ 9 PLAN AND P90FILE pi `� �� w_ STREET IMPROVEMENTS: DOUBLE LEFT TURN LANE CONSTRUCTION SHEET No. A T THE INTERSECTION OF WHITE LANE AT ASHE ROAD 7 of 73 0 Co, / 1 1 /(0732 3 W 0 W z Q Cn m 0 w 0 n MEDIAN BA Y TAPER 12.28'x 100' STA TION OFFSET 15+00 5.00' RT 15+10 4.69' R T 15 +20 385' RT 15 +30 2.47' RT 15 +40 0.70' RT 15 +50 1.14' L T 15+60 2.98' L T 15+70 4.74' L T 15 +80 6.12' L T 15 +90 6.97' L T 16+00 7.28' L T MEDIAN BAY TAPER 20.47'x 120' STA TION OFFSET 16+40.19 10.34' RT 16 +50.19 9.91 RT 16 +60.19 8.89' RT 16+70.19 7.28' R T 16 +80.19 5.07' RT 16 +90.19 2.57' RT 17+00.19 0.08' RT 17+10.19 2.42' L T 17 +20.19 4.92' L T 17+ 30.19 7.10' L T 17 +40.19 8.70' L T 17+50.19 9.71 ' L T 17+60.191 11.63' L T D � T C. 21 EV. 36 .20 0. 00% o 0 -0.0 9% 0.179% 0.4 9 /o „,r � ._._ - -- - - 368 FINISHEL GRADE A LONG TOP � E /STING G OUND A FLOWLI E OF PRO OSED M DIAN CUR z 3�6 0 PROPO EO MEDI N CURB- ........................ X06 w w TH M &I APIA F "K Fl E ------------- - - -------- - - eQ?,oFESS/oN� pEAN g Q� � m cy- REG /S T RE lL ENGINEER w C 46803 y� Exp. 6-30-09 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF �F CAL SCALE: HORIZ 1 �� — 3O' BAKERSFIELD, CA 93301 IF SCALE: VERT 1 ” = 3' REVISIONS No. DA TE DESCRIPTION 11( W I N 271 / / 371 / / 471 / / 1 GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DEL II/ERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (661) 326 -3152. 2 ALL UTILI T LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI 1'Y COMPANIES FINAL RESPONSIBILITY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. MED /AN ISLAND CONSTRUCT /ON NOTES: 1O CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2 DATED JUNE 02, 1999. O2 PROPOSED MEDIAN ISLAND WEST OF ASHE ROAD IS DESIGNED FOR FUTURE PA IiEMENT RECONSTRUCTION PROJECT, THEREFORE, TOP OF CURB ELEVATIONS SHALL BE ADHERED TO OMEDIAN ISLAND HAROSCAPE SHALL MA TCH SURROUNDING MEDIAN HARDSCAPE THAT ARE DIRECTL Y OUTSIDE THE PROJECT LIMITS. lO4 CONTRACTOR SHALL ADJUST SEWER MANHOLE LID, FRAME AND C01/ER PER CITY OF BAKERSFIELD STANDARD S -7 �ril..�vli )iv tv4..I ) /vv I I./ )IV / 11V✓ ! (�V/ /LL '.':.•. File Nome: White —AShe —Wide Drown: S. LOWS STREET IMPROVEMENTS DOUBLE LEFT TURN LANE CONSTRUCTION CITY OF B A KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT yob No. r7Kl39 Engineer: S. LOWS S HEET ^' °. Dote: Sep. 26, o& checked By AT THE INTERSECTION OF WHITE LANE A T ASHE ROAD 8 OF 73 0 1 2 3 6*op 73 W 0 J W Z Q 2 Q Cn m D O w F- O J o 1 n cO ,;I- Q6 Ln N 00 0 O N w QO N Q) n E 4) Q Q) Cn w I• 1� MEDIAN BA Y TAPER 19.98'x 120' STA TION OFFSET 22 +23.12 9.87' R r 22+ 33.12 9.41 ' R T 22 +4312 8.40' RT 22 +53.12 6.83' R T 22+6312 4.69' R r 22+ 73.12 2.80' R T 22 +83.12 0.1,3' LT 22+9312 2.55' L T 23+ 03.12 4.95 L T 23+ 13.12 7.08' L T 2J+ 23.12 8.62' L T 23+ 33.12 9.62' L T 2J+43121 10.11 ' L T MEDIAN BA Y TAPER 16.30'x 120' STA TION OFFSET 22 +23.12 11.37' RT 22 +33.12 10.97' RT 22 +4312 10.13' RT 22 +5312 8.84' R T 22+6312 7.13' RT 22+ 73.12 5.16' RT 22 +83.12 3.21 ' R r 22+ 93.12 1.26' RT 23+ 03.12 0.68' L T 23+ 13.12 2.40' L T 23 +23.12 3.67' L T 23+ 33.12 4.50' L T 23+ 43.12 4.92 LT QRpFESS /pN q R91� C� REGIS TERE� VlL ENGINEER cy- C 46803 * Exp. 6-30-09 lzzz�/ Cl T OF BAKERSF /ELD 1501 TRUX TUN AVENUE qTF ��v�� BAKERSF /ELD, CA 93307 Cg- REVISIONS No. DATE DESCRIPTION SCALE: HORIZ 1" = 30' SCALE: VERT1 " =3' � o . 2 / / �A H 371 TA. 23 +43.1210.11 ' L T ?Z,!-t T c, / K. U. try KA UIUS; t NU TRANSI TION; END MEDIA -CURB; MEDIAN lSL A ND 0 rQ) ---- --- - ju � -3: ------- - - STA. 20 72.19^,487' RT a� T.C. EL V. J69.70 STA. 22+ 3.12N9.8 7 ' R. T N X 0.0.8' L T � 37O T. C. ELEV. 369.25 GSTA. RA DE BR . K 370 � /o ------- ------ - S TA. -0.056% -0 49% 0. -- - - - --------- 71�- Mo -0-204 to GRA E BREA S TA. 22+ 99.19r,,- 4. 0 1' 4.Or LT STA. 24 +38.5 j EXl TING GR UND AT LOWLIN GRADE BREAK S 23+ 4 .12N 10.1 L T ' 566 OF ROPOSE MEDIA CURB T.C. EL V. J69.) 1 T. ELEV. 68.81 `5roro GRA ...................... . S T. 23 +23193.68 L r --------------------------------- T C. EL V. 369.2 a U) T C. EL E V 36 .04 OF )PROPOSED DE BRE MEDIAN CURB � N4 )K'rH M 01A t4 F"96)Fl E T ELEV 68.93 `' - 0.200• o _ 0 rQ) ---- --- - ------- - - Q ------- ------ - S TA. 21 + 92.1 11.37' ------------- - --- T -- - - - --------- GRA E BREA STA. 24 +38.5 X4.93 LT T C. L E V. ,36 .05 ' T V . 74 STA. 20 72.19 1.37 RT GRA E BREA S T. 23 +23193.68 L r T C. EL V. 369.2 T C. EL E V 36 .04 GR DE BRE K T ELEV 68.93 `' - 0.200• o _ o .009 /o -0.180(yo -0-300 o /0 -0.117% z TA. 22+ 3.12^ 11.7 R r TA. 22+43 12 4. J*' T STA. 2+ 53.19 > .93 L T . C. EL E V. 369.04 T. C. ELEV. 368.87 GRADE BREAK III W EXIS TAN GROUND A T FL 0 L l NE T C. EL V. 368. 4 z_ ----- - 0 z OF ROPOSE MEDIAN CURB w O 00) nXXXXXX, :4LlFORNIA PUBLIC WORKS DEPARTMENT File Name: White -Ashe -Wide Job No.: T7K139 Do te: Sep. 26, 08 Drawn: S. LOWS Engineer: S. LOWS Checked By � 471 / / GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326 -3152. 2 ALL UTILITY LOCH TIONS SHOWN ARE APPROXIMA TE ONL Y. AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. MED /AN /BLAND CONSTRUCT /ON NOTES: 1O CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2 DATED JUNE 02, 1999. O2 PROPOSED MEDIAN ISLAND WEST OF ASHE ROAD IS DESIGNED FOR FUTURE PA CEMENT RECONSTRUCTION PROJECT, THEREFORE, TOP OF CURB ELEVATIONS SHALL BE ADHERED T0. O3 MEDIAN ISLAND HAROSCAPE SHALL MA TCH SURROUNDING MEDIAN HARDSCAPE THAT ARE DIRECTL Y OUTSIDE THE PROJECT LIMITS. 4O CONTRACTOR SHALL ADJUST SEWER MANHOLE LID, FRAME AND C01/ER PER CITY OF BAKERSFIELD STANDARD S -7. 3 w 0 J w z Q cn m 0 0 J m COI�IDUCTOR NOTES XX DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS. CONDUITS DESIGNATED (N)EW or (E)XlS TING REFER TO CONDUIT ONL Y. ALL EXISTING CONDUIT SHALL BE NEW EXCEPT WHEN NOTED AS "(E)" IN THE CONDUCTOR SCHEDULE. ALL EXISTING CONDUIT NOT INCORPORA TED INTO THE SIGNAL MODIFICATION SHALL BE REMOQED OR ABANDONED IN PLACE PER STA TE OF CALIFORNIA STANDARD PLAN ES— lA. "ALL CONDUCTC�F2S SHALL BE NEW." GENERAL NOTES 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. �ERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE C/ T Y's ELECTRICAL SUPER I/ISOR, 24 HOURS PRIOR TO DELII/ERY AT (661) 326 -3152. 2 ALL UTILITY LOCH TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD lS THE CONTRACTOR'S. ., �......A.... �� N 00 o 0 N QO N a� a) a� cn 6- 4 CPC+ ,SB w �o �m i J a PRIINARY RICE #4 COND TORS 0 ,.,,E�"► . ,; ��►' err V7 , .0 POLE SCHEDULE QRpFESSIpNq MAST ARM SIGNALS SIGNS � � � � ��`�� o DEAN Rq � F� LOC. STANDARD LIGHTING WALK W -DW PPB ST. NAME SIGN � � �° �� SIGNALS VEHICLE DON'T WALK Q� Q� POLE OR MAST ARM MOUNTED REMARKS W Q �, m REG /S TERED L ENG NEER � C 46803 A 29 -5 -100 15 SV -1 —T Sp_�_T WHIlE LANE REMOTE AND SALVAGE EXISTING 26- 3- 80 -45. MAS �4 �6 FOUNDATION SHALL BE ABANDONED. * E x p . 6 — 30 — 09 50' LT -MAT Cl TY OF BAKERSF /ELD J� � �P 1 A SV -2- T SP -1- T B (Ex�ST�NG) 08 m6 RL FA � s o � TRUX TUN AVENUE 9TF � � � �" O�� BAKERSF/ELD, CA 93301 �F CALIF 29 -5 -100 �,5' SV -2- T SP -1- T ASHE ROAD REM01/E AND SALVAGE EXISTING 26- 3- 80 -45. C MAS 06 08 FOUNDATION SHALL BE ABANDONED. REV�S�ONS 50' L T -MAT No. DA TE DESCRIPTION D PPB �8 lA SV -2 -T SP -1 -T E (EXISTING) �2 RL FA 2 / �/ F 29 -5 -100 15' Sv -1 —T SP -1 —T WHIrE LANE REMOTE AND SALVAGE EXISTING 26- 3- 80 -45. MAS 08 02 FOUNDATION SHALL BE ABANDONED. 3 / / 55' L T -MA T lA SV -2- T SP -1- T G �ExisriNC> m4 �2 RL FA sv -� -r 4 � � H 29 -5 -100 15' SP -1— T ASHE ROAD REMO ICE AND SALVAGE EX /S l /NG 26- 3- 80 -45. MAS 02 04 FOUNDA TION SHALL BE ABANDONED. 55' L T -MA T 1 A SV -2- T SP -1- T (ExrsriNC> �6 �4 RL FA ~ � P � � S /GNAL MOD /F /CAT /ON NOTES �6 �.H. � 27 �'P$ � ��' 1 CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERDICE SHALL BE 120v/240v �.. ---.- .. TYPE 111 -BF. FURNISHED ANA INS TAl l Fn R Y THE rnN TR.4 r TnR Pi u i Rn u ini Lanni r n� �nni rangy � cp cu n � � oc �a o. �� on NN:: �N..�...::::..:. �� ,..� # # . UL L BOX " " " " " " "H "N� �� µuA - NNN -N -X 2 2 CON TRA C TOR SHALL CONNECT NEW AND EXIS TING CONDUIT TO TYPE Ill -BF SER VICE PEDESTAL AND TO THE NEW C N TR R CAB /NET L OCA T/ON, AND THEN REMOVE EXIS T /NG SER VICE CABLE AND INS TALL NEW SER VICE CABLE AS INDICA TED ON THE PAN L S. 3 ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED.. " "GREEN, " AND "YELL 0W" PER SPECIFICA TIONS. 10 4 CON TRACTOR SUPPLIED L UMINA/RES SHALL T FF A C E BE CU 0 TYPE, 2DD W HPS V ON POLES & � , 5 ALL PEDES TRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND, " AND "WAL KING PERSON " COMBO, IN TERNA TONAL SYMBOL TYPES A S DE TAILED IN THE SPEC /F /CA TIONS. 6 L OCA TIONS OF THE S TANDARDS SHALL BE 4' MINIMUM BETWEEN TOP OF CURB AND NEARES T POIN T OF THE BASE OF POLE• OR 5' BEHIND FL 0WLINE WHERE APPLICABLE, OR AS DIRECTED B Y THE ENG /NEER A T THE SI TE. 7 CON TRA C TOR SHALL REL OCA TE (4) EXIS TING "AU TOSCOPE" VIDEO CAMERAS ON L UM/NA/RE MAST ARMS A S SHOWN ON THE PAN L S. ALL WIRING SHALL BE INTERNAL TO THE POLES, AND NO COAXIAL SPLICES WILL BE ALL OWED. CAMERA SHALL BE L OCA TED 2' S A — 1 T FROM THE CEN TER OF THE L UMINA IRE. THE VIDEO A ND PO WER CA BL E OPEN /NGS SHA L L BE 4 ' FROM THE CEN TER OF THE L UM /NA /RE. - E TRA FF /C ENGIN RIN - THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL BE COMPLETED BEFORE SIGNAL IS ACTI VA TED. 8 CON TRACTOR SHALL REL OCA TE (4) EXISTING OP TICOM 711 PREEMP TION DEVICES. THE CON TRAC TOR SHAL F RNl H N I L U S A D NSTALL CABLES AND MOUNT /NG HARDWARE <PEL CO AB -121 ONE OPT ICON 754 PHASE SELECTOR N U WILL BE INSTALLED IN THE CABINET B Y THE C/ T Y. EXACT HARD WARE MOUN TING PLACEMENT SHALL BE DETERMINED B Y THE TRAFFIC ENGINEER IN IN THE FIELD. THE CON TRACTOR SHALL PRO VIDE AN ON Sl TE OP TICOM TECHNICIAN. CON TRA C TOR SHALL CON TAC T AN OP TICOM REPRESEN TA TI VE 48 HOURS PR /OR TO TURNING ON S/GNA L . 9 CON TRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. 3 / 2� � I � ^`ix/ 19 � ' W \ � off �� - - -- I CONDUCTOR SCHEDULE �- a o � CONDU /TS /ZE 2_3,. 2 -3" 3" 3" 3" 2" 2" 3" 3" 3" 3" 2" l.5" 2" 3" 2" 3" 3" 3�" 7" 2" 2" 2" 2" 2„ 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 7.5" !.5" 7.5" -o � \ � I (EJ = EXISTING CONDUC70R � � � p � \ I1 O I (N) =NEW RUN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 18 19 20 21 22 23 24 6 27 28 29 30 31 32 33 34 35 �o I n/ DESIGNATION N N E E E N N E N E E N N N E N N E N E E E E E � / 14 �� OO ( _ _ _ _ _ _ _ _ _ _ _ _ _ _ AQ N E E E E E E E E E 28 CONDUCTOR 4 4 2 7 7 7 2 7 7 7 � 5 2 25 9 CONDUCTOR — — 7 — — 7 � — � — — i — — — — — — — — — — — — * — — — — — \ �' � I 5 CONDUCTOR — — 1 — — 7 7 — 7 — — 7 7 .� a / 16 � � � I off X10 LIGHTING — 8 4 2 2 2 — 4 2 2 2 — — — — 8 — — — — — — — — o a I PRE- EMPTION CABLE 4 4 2 t 7 7 — 2 7 7 7 — — — — �e � I � I I I N I RG59 /U UEH /CLEDE7ECrlON 4 4 2 7 7 7 — 2 7 7 7 — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ 0 �' 1{11 �fHlCLEDE7fC7 /ON CAMERA POWER — 8 4 2 2 2 — 4 2 2 2 — — — g .jE w � -{ � ( 12 PA /R 19 AWG /NTERCONNECT — — — — — — — — — — — 3 1 2 1 7 1 7 1 1 1 1 7 1 7 1 7 7 � \ 46 3 l / � a I I #8 COMMON GROUND 2 2 1 l 1 7 7 7 7 7 7 7 — — 7 7 — _ _ — _ _ _ _ _ _ _ _ _ _ _ _ � + 8 1f4 SERVICE (PR /MARYI — — — — — — — — — — — — — — — — — — — — — — aY M AB g� ! I � #6 SERUlCE (SECONDARY) — — — — — — — — — — — — — 3 3 3 — TO S. HALF MOON � TO WILSON ROAD Y \ Q OH — — / � B / i � I �"` CONDUCTOR SCHEDULE Cont. Z __ -sw YV � � CONDU /TS /ZE p" p° p„ p° p„ 2. 2„ 2.. 2• Z. 2• Z _ CONDUCTOR qg / EXISTING PLANS AND DETAILS OF THE WHITE LANE AT ASHE ROAD SIGNALIZED INTERSECTION (FILE y3.2 -191); SEEN07ENO. �� RuN 36 3 38 39 40 41 42 43 44 45 46 z AB � 3 j' THE ASHE ROAD AT SOUTH HALF MOON DRIVE SIGNALIZED INTERSECTION (FILE f/ . —251); E E E E E E E E E E E 5�� AND 7HE WHITE LANE AT WILSON ROAD SIGNALIZED INTERSECTION (FILE rf'3.2 -293) ARE 6PA /R 19AWG /NrERCONNECT > > t t t t t > > > t � ��""' ° AVAILABLE FOR REVIEW AT 7HE GTY OF BAKERSFIELD, DEPARTMENT OF PUBLIC WORKS FRONT COUNTER, TO DISTRICT BL v0. ° CONTROLLER CABINET DETAIL d may;. � NOT TO SCALE LOCATED AT 1501 TRUXTUN AVENUE. BUSINESS HOURS ARE 8 o.m, to 5 p.m. MONDAY THROUGH FRIDAY a r EXCLUDING HOLIDAYS. BUSINESS PHONE: 66l 326 -3724 S /GNAL MODIFICATION "°^'°° ° °'° °r F�eNome w�;re- acne -w,ee Drawn.' S. LOWS STREET IMPROVEMENTS DOUBLE LEFT TURN LANE CONSTRUCTION sHEEr No. CITY OF BAKERSF /ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ��b No r�K�39 E� ;�ee�: S �oWE Dote: Sep. zs, 08 Checked By �9— AT THE INTERSEC770N OF WHITE LANE AT ASHE ROAD 70 OF 13 O �S 11 / n7.3 3 O �S 11 / n7.3 3 W O W z Q cn m 0 w O n 0 d- I I n O cii LO N 00 O O N QO N I a� E 0. Q) 0 4) EXI S-RNG �� ....�. STRIP-ING m....Y w 477 LF 477 /..E--=- 11 477 LF A , w 7C e`r 3.83 x 300 TRANSITION 4 5A' Y inn' 7-0AAI'C"IT, /lAI l 13J KLO((.H) v U) z o °z �0 z rnil lll n 7 A A Cr' riy �r— 479 SF IA IL-1/TC � Z Z O V) . - 0 < 10 P I z F= cn U) I(/) SCALE . - 1 �- 401 + tiz (0zz Q� �- w w w cn m 1 430 SF----,, j vn m m 1 372 SF Not MA TCH — ..., , .... EXIS TING , 0 STRIPING 1 136 SF 2.86 x 288 TRANSI TION v, n6. 78 LF 3.90' x 210' TRANS) TION 4 7 --------- _ . c MA TCH 2.80 x 168' TRA �.��. Ns� r�oN a� EXIS TIN 7 _ _ 3.40' x 168' rRA� � --- - ....... STRIPING NSl TION 20 x 120 TA PEF O2 90 SF ) 121 SF 121 SF R26(CA) r lz O 4- JU) z M�N f 041� oc�lo Wm QRpFESS /ON DEAN GO REGIS TERE NGINEER � C 46803 * Exp. 6 -30 -09 Cl TY OF BAKERSF/ELD 1501 TRUXTUN AVENUE BAKERSF /EL D, CA 93301 OF CALIF REVISIONS No. I DA TE DESCRIPTION 1 / / 2 3?l SA 471 GOOD 300' TRAM ----^ — SITION 4 18 SF MA TCH 5.05 x 300 r ' ' — �— - Ex�s TANG RANSI TI w r �.. — Y — — S TRIP /NG 15 TYPE K(CA) cr- - 1(5..0..M.MPH) MA TCH �R y 4.56' x 300' TRANSITION E S TING 7 4.4 6 x 300 TRANSI TION sTRIPINc a M� H� 13 R26(CA) 11 459 LF I _z N0- �� N (n 14- z Co w CITY OF BAKERSFIELD, CALIFORNIA 0 3 STR /PING 4& S/GN/NG NOTES 1 CONTRACTOR SHALL REMOTE CONFLICTING PA CEMENT MARKING /STRIPING AS INDICATED ON THE PLANS. O2 INS T'ALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 10 INSTALL DETAIL 38A 11 O INSTALL DETAIL 39 O3 INSTALL TYPE IV ARROWS 4 O INSTALL "BIKE LANE" AND ARROW MARKINGS � (SEE DETAIL ON SHEET 3 12 O INSTALL DETAIL 40 13 O CONTRACTOR SHALL RELOCATE EXISTING ROADSIDE SIGN(S) AND ASSOCIATED Q5 INSTALL DETAIL 8 GSP POSTS PER CITY OF BA STANDARD T -19 A T A Tl O L OC ONS O6 INSTALL DETAIL 21 ON THE PLANS O7 INSTALL DETAIL 28 14 EXISTING ROADSIDE SIGN TO BE RELOCATED BY OTHERS 'O8 INSTALL DETAIL 31 15 CONTRACTOR SHALL INSTALL ROADS /DE SIGN AS /ND /CA TED ON THE PLANS. O9 INSTALL DETAIL 38 16 INSTALL DETAIL 39A EXI S-RNG �� ....�. STRIP-ING m....Y w 477 LF 477 /..E--=- 11 477 LF A , w 7C e`r 3.83 x 300 TRANSITION 4 5A' Y inn' 7-0AAI'C"IT, /lAI l 13J KLO((.H) v U) z o °z �0 z rnil lll n 7 A A Cr' riy �r— 479 SF IA IL-1/TC � Z Z O V) . - 0 < 10 P I z F= cn U) I(/) SCALE . - 1 �- 401 + tiz (0zz Q� �- w w w cn m 1 430 SF----,, j vn m m 1 372 SF Not MA TCH — ..., , .... EXIS TING , 0 STRIPING 1 136 SF 2.86 x 288 TRANSI TION v, n6. 78 LF 3.90' x 210' TRANS) TION 4 7 --------- _ . c MA TCH 2.80 x 168' TRA �.��. Ns� r�oN a� EXIS TIN 7 _ _ 3.40' x 168' rRA� � --- - ....... STRIPING NSl TION 20 x 120 TA PEF O2 90 SF ) 121 SF 121 SF R26(CA) r lz O 4- JU) z M�N f 041� oc�lo Wm QRpFESS /ON DEAN GO REGIS TERE NGINEER � C 46803 * Exp. 6 -30 -09 Cl TY OF BAKERSF/ELD 1501 TRUXTUN AVENUE BAKERSF /EL D, CA 93301 OF CALIF REVISIONS No. I DA TE DESCRIPTION 1 / / 2 3?l SA 471 GOOD 300' TRAM ----^ — SITION 4 18 SF MA TCH 5.05 x 300 r ' ' — �— - Ex�s TANG RANSI TI w r �.. — Y — — S TRIP /NG 15 TYPE K(CA) cr- - 1(5..0..M.MPH) MA TCH �R y 4.56' x 300' TRANSITION E S TING 7 4.4 6 x 300 TRANSI TION sTRIPINc a M� H� 13 R26(CA) 11 459 LF I _z N0- �� N (n 14- z Co w CITY OF BAKERSFIELD, CALIFORNIA 0 3 Li O J w z Q m 0 w 0 J n 0 00 II w w m O 00 L N 00 0 O N w Q0 N Q) E 0 Q N u� Q) I Q) V) Q I a) 0 0 a) V Q Q) J Q) / G20 z w w z CD z w D D J Y SIGN DES /GNAT /DNS C30(CA) LANE CLOSED E5 -2A EXIT CLOSED G20 -2 END ROAD WORK W4 -7(A) THRU TRAFFIC MERGE LEFT W14 -2 NO OUTLET W20 -1 ROAD WORK AHEAD W20 -5(A) RIGHT LANE CLOSED AHEAD � TYPE 111 BARRICADE • CHANNELIZING DEVICE �- SIGN —► DIRECTION OF TRAFFIC FLOW �, TYPE IV ARROW (TEMPORARY) [Date: le Name.• White —Ashe —Wide Drawn: S. LOWS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ob No.: T7K139 Engineer: S. LOWS Sep. 26, 08 Checked BY QRpFESS /pN DEAN R �` F REGIS TER VlL ENGINEER � C 46803 � * Exp. 6-30-09 Cl TY OF BAKERSFIELD 7501 TRUX TUN AVENUE �F CA� BAKERSFIELD, CA 93301 �F REV,ISIONS No. DA TE I DESCR /P l /ON w O J w z Q U) m 0 w O n w 0 00 I I w w n (D rq I rC6 L / N 00 O O N w Q0 N Q) E 4-a 4� cn w 0 W `^I W v nI W +j c- n W 0 W +-1 0 W �I J W V , 1 C / ^J V z ry w w z z w .I 0 0 File Nome: White -Ashe -Wide Drawn: S. LOWS CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWS Date: Sep. 26, 08 lChecked By ��- STREET IMPROVEMENTS: DOUBLE LEFT TURN LANE CONSTRUCTION SHEET No. AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 13 of 13 2 two&. /- 67 73