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Home My WebLink About6.1-1673 Record DrawingLIST OF DRA WINGS SHET 7 r1rLE SHEET D D �A ID SHE T 2-3 DETAILS O ��L�J SHEk T 4 CROSS SECTIONS SHEk T 5 ACCESS RAMP DETAILS SHE T 6-7 CURB AND GUTTER MODIFICATION �SLst�d5t11 �4.1Z4 �U LU) l,�L SHEdT 8-9 MEDIAN ISLAND MODIFICATION FICA TION sHE�r �; STRIPING & SIGNAL MOD/SIGNING MODIFICATION STREET IMPROVEMENTS: DOUBLE LEFT SNE T 72-73 PROJECT PHASING AND TRAFFIC CONTROL BENCHMARK_ MON MEN AT THE CENTERLINE (NiERSECTION OF WHITE LANE AT MEI YEN LANE, STA. 29t39J0 ELE - 365.878 BASIS OF BEARING THE CENTERLINE OF WHITE LANE, FROM MONUMENT AT 7qE IN TERSEC TION OF WHITE LANE AT A SHE ROAD TO I ONUMEN T A T THE IN TERSEC TION WHI TE L ANE AT MEI EN LANE WAS USED AS THE BASIS OF BEARING = S UTH 88° 57' 52" EAST CITY STANDARDS S-7, S-8, S-21, ST -2 (June 02, 1999), S-1, S-2, S 2, T-5 (April 1999), T-8, T-19, T 34, L-2 TURN LANE CONSTRUCT/ON AT'THE INTERSECT/ON OF WH/TE LANE A T A SHE ROAD STATE STANDARDS " A201, A208, A20D, A24A, A24D, RSP A88A, RSP A888, ES -1A, ES -1B, ES -2E, ES -4A, ES -48, ES -4C, ES -4D, ES- E, ES- 5C, ES -78, ES -7C, ES -7G, ES -7M, ES -7N CONVENTIONAL SYMBOLS X W G OH TV O M, H. �i OO S. L. 0-� • C. 0. EASEMENT RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS CHAIN LINK FENCE FEDERAL PROJECT No. CML -5709 (729) --------- EXIST. CURB & GUTTER --=------------=--- EXIST A.C. FLOWLINE EXIST. EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS EXIST WATER LINE STORM DRAIN ` 5 EXIST GAS LINE POWER LINE sD EXIST AERIAL PHONE LINE E LINES DETAIL 8 5,42J EXIST UNDERGROUND INSTALL r TV CABLES .. INSTALL EXIST 0/L LINE 242 FO :.:::.. F.H. A..0 MANHOLE ,Q FIRE HYDRANT 1,010 W.M. INSTALL POWER POLE ❑ WATER METER INSTALL W.V. 1, 637 EXISTING MONUMENT N WATER VALVE :....: ............. G.M. . .. FUTURE MONUMENT 419 GAS METER INSTALL G.V. 825 STREET LIGHT pQ GAS VALVE STREET LIGHT W/MAS7 ARM ........... BENCHMARK CLEAN OUT EXIST SEWER LINE EXIST STORM DRAIN ` EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OP TIC LINE E■ A U TO SCOPE © PRE- EMP TION DEVICE ..... ...... ...... MINS ..... ....... :._.... . Q O :::::..:::::.... REMOVE 'L "•T E'RI.ZACE .... ................. A VNU 99 .............. .........::::: ROAD WA Y EXCA VA TION (EARTH WORK) 1,710 C Y INSTALL DETAIL 8 5,42J LF INSTALL DETAIL 21 :... O .. INSTALL DETAIL 28 242 ........... O ........... :.:::.. A..0 LF INSTALL DETAIL 38 1,010 ... INSTALL ....... LF INSTALL DETAIL 39 1, 637 V. INSTALL DETAIL 39A :....: ............. LF . .. DETAIL 40 419 LF INSTALL 825 SF INSTALL PA VEMEN T MARKING (TYPE IV ARROWS) 390 ........... INSTALL PAVEMENT MARKING ("BIKE'; "LANE", & "ARROW') 72 SF INSTALL PA VEMEN T MARKERS ("TYPE D " FIRE H YDRAN T) 2 EA ... ......... 0 i i / �.. ::::: ... L:ANZ CoQ. V., ILI U 1�1 /H17'E' :....... :.... �L�N�' ; .......... .... .. Lu ................ ... , : " :........................... 1.x,1 Z ... .:.. .......... �tCHECO 919. : Z 99 HAf KRISJC'Oi°lD,.. .... LOCATION MAP_ NOT TO SCALE Job No.: T7K139 File Path: K:\LDD-ENGlNEERING\T7K139 White Lane at Ashe Road Widening\dwg File Name: White- Ash e- Wide. dwg SACRAMENTO ,FRESNO •LOS ANGELES 0 SAN DIEGO ` O W STA TF OF CALIFORNIA .s W NO TE. THE CON TRA :r TOR MUS T POSSESS THE FOLL 0 WING W / VALID LICENSE -S.- Z CL4SS 4li.t - Q a NO TE: THE CON TRA TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. - FINAL PAY ---QUANTITIES 0.37 MILES REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS 10, 422 SQFT ROAD WA Y EXCA VA TION (EARTH WORK) 1,710 C Y INSTALL DETAIL 8 5,42J LF INSTALL DETAIL 21 357 LF INSTALL DETAIL 28 242 LF INSTALL DETAIL 31 258 LF INSTALL DETAIL 38 1,010 LF INSTALL DETAIL 38A 599 LF INSTALL DETAIL 39 1, 637 LF INSTALL DETAIL 39A 100 LF INSTALL DETAIL 40 419 LF INSTALL PA VEMEN T MARKING (STOP BAR/CROSSWALK) 825 SF INSTALL PA VEMEN T MARKING (TYPE IV ARROWS) 390 SF INSTALL PAVEMENT MARKING ("BIKE'; "LANE", & "ARROW') 72 SF INSTALL PA VEMEN T MARKERS ("TYPE D " FIRE H YDRAN T) 2 EA Job No.: T7K139 File Path: K:\LDD-ENGlNEERING\T7K139 White Lane at Ashe Road Widening\dwg File Name: White- Ash e- Wide. dwg SACRAMENTO ,FRESNO •LOS ANGELES 0 SAN DIEGO ` O W STA TF OF CALIFORNIA .s W NO TE. THE CON TRA :r TOR MUS T POSSESS THE FOLL 0 WING W / VALID LICENSE -S.- Z CL4SS 4li.t - Q a NO TE: THE CON TRA TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. - PROJECT LENGTH IRf� QRQFESS/ON\ pEAN R �� F C 46803 y� Exp. 6-30-09 C I V t \- O��\P OF CA0- 0' 0.37 MILES Z V� Lu PROJECT LENGTH IRf� QRQFESS/ON\ pEAN R �� F C 46803 y� Exp. 6-30-09 C I V t \- O��\P OF CA0- 0' J/673 � TRAFFIC ENGINEERING Dq E Z STREET IMPROVEMENTS: DOUBLE LEFT TURN NO 1 LANE CONSTRUCTION AT THE INTERSECTION of OF WHITE LANF AT ASHE ROAD 13 SHEETS O 1 2 3 i 0.37 MILES U W APPROVED %3$ m Q RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR Q APPROVAL RECOMMENDED BY: .4.f •P 3a �$ ASSISTANT LIC RKS DIRECTOR DATE 0 CIVIL ENGINEER IV - DESIGN ENGINEERING DATE Lu J/673 � TRAFFIC ENGINEERING Dq E Z STREET IMPROVEMENTS: DOUBLE LEFT TURN NO 1 LANE CONSTRUCTION AT THE INTERSECTION of OF WHITE LANF AT ASHE ROAD 13 SHEETS O 1 2 3 i W O J w z Q U) m 0 w F- O m 0 N I I 00 ae L N 00 O O N v N i N E Q N V) V) L a a� a a� U) Q I 0 .c 3 i a c a� 0 a� Q 0 a� c a J a: Y i z LL I z z i C C ' I I I I 0 1 2 3 q?0 S pEAN c.) w REGISTERED IL ENGINEER W C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD `P�qCIVIL STA. 17+17.40-50.96' RT 1501 TRUXTUN AVENUE F OF CA��F�� F.L. ANGLE POINT BAKERSFIELD, CA 93301 REVISIONS F.L. s.88 STA. 14+76.65-45.19' RT STA. 16+46.55-47.85' RT STA. 17+26.14-49.09 RT No. DA TE DESCRIP TION E.C.R.; BEGIN 4.44' x 283.50' B.C.R. 20' RADIUS RETURN, STA. 17+06.12-50.78' RT E.C.R.; F.L. ELEV. 366.90 TRANSITION F.L. ELEV. 366.74 EXISTING CROSS GUTTER F.L. ANGLE POINT F.L. ELEV. 366.40 EXISTING CURB AND GUTTER SAWCUT LINE FL. ELEV. 366.86 EXISTING CURB AND GUTTER CURB AND GUTTER .......................... ............................... ............................... ................................... ................ ...................................... 2 / / 4H •i3HOH OH OH OH _ 3 ! / • OH - � --"4R9--AND GU H -- " QH (}H 0 OHOH _ 0H OH OH 4 CURB RETURN STA. 16+55.23-49.98' RT STA. 1 +50N 3.22' RT CURVE DATA F.L. ANGLE POINT F.L. ELEV. 366.76 CROSS GUTTER 8' CURB RETURN --- REGI- RO GUTTER R= 20.00 ' CURVE DATA F.L. EL V. M TCH EXISTING A= 85027' 16" L= 29.83 CURB RETURN SAWCUT LINE R= 20.00' ROSS GUTTER T= 18.47' CURVE DATA A= 91012'13" ....... .... STA. 14+56.43-63.29' RT . END CROSS GUTTER R= 20.00 88047'47" .............................. .................. L= 31.84 ' T= 20.421 EXISTING CROS GUTTER F.L. ELEV. 366.22 D_ L= 31.00' STA. 16+66.24-67.74 RT SAWCUT LINE STA. 14+56.34-65.36' RT T= 19.58' E.C.R.; END SIDEWALK; STA. 17+05.83-69.20' RT B.C.R. 20 RADIUS RETURN; STA. 14 56.39-71.43' RT B.C.R. 30' RADIUS RETURN F.L. ELEV. MATCH EXISTING BEGIN CURB AND GU T TER; BEGIN C RB AND GUTTER, BEGIN F.L. ELEV. 366.30 BEGIN SIDEWALK SIDEWALK.' MATCH EXISTING F.L. ELEV. MATCH EXISTING DETAIL ""A'" DETAIL ""B" NOT TO SCALE NOT TO SCALE 1 CURB RETURN CURVE DATA CURB R TURN R= 0' CURVE DATA 0= 8951'45" R= 5.00' L= 7.84' A= 874 '46" T= 4.99' L= 7.66' STA. 17+57.05-63.62 L T T= 4.81' STA. 24+67.07-66.40 LT END V- GU TTERE.C.R.; END CURB AND GUTTER, ER, _ F.L. ELEV. MATCH EXISTING SAW U LNE STA. 17+70.1 -54.50 LT END SIDEWALK B. C.R. 5 RAD S RETURN �.---� F.L. ELEV. MATCH EXISTING F.L. ELEV. 36 .62 C7 •STA. 17+75.12-49.38' L T ? 2 EYP.4-1 STA. 24+46.73-46.30 L T SAWCUT LINE� 4' T E. C.R. • END CROSS GUTTER; BEGIN CURB AND GUTTER B.C.R.; FL. ANGLE POINT (n >C ................. STA. 17+44.92-54.50 L 5.125: F.L. ELEV. 367.04 F.L. ELEV. 366.85 W ............................................ ........ .... .................................... B.C.R., F.L. ELEV. 367.45 , .. • • _ ... ST T ANGLE POINT ti CURB AND GUTTER AND GUTT€I -- --- 7L:7� ..... .. -..- CURB AND GUTTER CROSS GUTTER STA. 18 80.35-54.75' RT 7CROSS GUTTER STA. 17+60.19,49.38 LT EXISTING CROSS GUTTER STA. 17+39.99-49.09 L T EXISTING CURB AND GUTTER STA. 24+ L T ANGLE OINT SAWCUT LINE END CURB AND GUTTER; END TRANSI TION F.L. ANGLEPOINT ,9:04-45.77' B.C.R. 5' RADIUS RETURN, EXISTING CROSS GUTTER F.L. ELEV. 366.95 SAWCUT LINE F.L. ELEV. MATCH EXISTING STA. 19+08.53-60.75' RT STA. 18+90.75-60.75' RT ADJUST EXISTING ANGLE POINT BEGIN CROSS GUTTER STA. 17+57.30-49.33 LT ANGLE POINT /RRIGA TION VALVE F. L. ELEV. �» BEGIN BOXES TO FINISHED F.L. ELEV. 366.93 GRADE OF SIDEWALK EXISTING CURB AND GUTTER DETAIL "C" DETAIL "D F'v DETAIL "Eff" NOT TO SCALE NOT TO SCALE NOT TO SCALE DETAIL 5HEE-r �i•% % �3 File Name: White -Aske -Wide Drawn: S. LOWE STREET IMPROVEMENTS- DOUBLE LEFT TUR LANE CONSTRUCTION SHEET NO. Job No.: T7K139 Engineer: S. LOWE C17Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT I AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 2 OF 13 Date: Sep. 25, 08 Checked By. ' I I I I 0 1 2 3 w 0 J w z V) m w 0 J n 0 N 00 00 L0 N r- 00 0 0 N L6 N L E Q) Q N V) L U) Q I a� c C n� 0 ry a� U) 0 0 C 0 J N rn Y 0 z w Lu z z w 0 0 J / z J 3 0 STA. 14+60.19o STA. 17+03.30 - 3.44' to 0.00' 4+01JO STA. to STA. 19+25.55 - 0.00' EXISTING GROUND I 1/2" Rod. , * 1/2" Rod. VARIES FROM 6.43' to 5.625' 6" e •~1 . / 5 - 14 REBAR 6" MIN. ( "`LONGITUDINAL z CONSTRUCT CURB 3 MAX. . , o AND GUTTER 2 MIN. CONSTRU' C,T SIDEWALK 14 REBAR EXISTING EXISTING CURB 0 12 0. C. \ SIDEWALK AND GUTTER L � a •o a .. .., —_1 °i a a •e a •• '•,e .4 e.. e• R a e,. e.. . e 4 1' 6" 2" MIN. TYP. NOTE : * CREA TE A BEVELED CONSTRUCTION JOINT EVERY 6 FEET. (SEE BEVEL DETAIL) ** THE HEIGHT OF THE RETAINING WALL SHALL BE CONTROLLED BY THE EXISTING GROUND ELEVATIONS ALONG THE BACK OF RETAINING WALL. FINISHED GRADE BEHIND RETAINING WALL SHALL BE NO GREATER THAN ONE INCH BELOW TOP OF WALL. RETAINING WALL DETAIL NOT TO SCALE 2" 1» 1„ BEVEL DETAIL NOT TO SCALE CREATE A BEVELED CONSTRUCTION JOINT EVERY 6' `— SEE BEVEL DETAIL FACE OF RETAINING WALL BOTTOM OF RETAINING WALL f_ SIDEWALK TOP OF RETAINING WALL 6" MIN, C _ CREATE A BEVELED CONSTRUCTION JOINT EVERY 6' BACK OF RETAINING WALL FACE OF RETAINING WALL NOTE: CREA TE A BEVELED CONSTRUCTION JOINT EVERY 6 FEET. BEVEL SHALL ONL Y BE IN THE TOP OF RETAINING WALL. RETAINING WALL JOINT DETAIL NOT TO SCALE VARIES FROM 6.125' to 5.125' Z CONSTRUCT CURB AND GUTTER o `y CONSTRUCT SIDEWALK EXISTING CURB EXISTING AND GUTTER SIDEWALK STA. 14+76.65 to STA. 17+60.15 - 3.68' to 0.25' STA. 17+60.15 to STA. 19+25.50 - 0.25' ISS I� EXISTING GROUND AIAYIMUM_ QRpF E SSON4 F� DEAN 1Y 9��i e,00,� Q REGISTEREDCl VU ENGINEER C 46803 * Exp, 6-30-09 CITY OF BAKERSFIELD �P c/v�L 1501 TRUX TUN AVENUE qTF O�� OF CAL\F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / S4? / l 2' / 1.75' KE LANE WIDTHS- UNLESS NOTED OTHERWISE: j ' WIDE AT CURB AND GUTTER SIDEWALKILANDSCAPE TIE-IN DETAIL 25' A T CURB ONL Y TERMINA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT NOT TO SCALE � MID -ARC POINTS OF THE CURB RETURNS 2.5' BEGIN DETAIL 39 AT ECR W PAVEMENT MARKING • `� `� _ PA VEMEN T MARKING (WHITE) LAN 6" (PER MUTCD 2003 CALIFORNIA PA PER STANDARD SUPPLEMENT FIGURE 3B-102) PLAN A24D ND DETAIL 39 A T BCR WHEN DETAIL " ` SIKE 9A IS NOT SHOWN ON PLAN Ell FIRE HYDRANT ----'' �---- DE TA L 39 EN5 DETAIL AT BCR % TRAFFIC FLOW BIKE LANE PAVEMENT INC UDE DETAILAIL 39A ONLY WHERE / --' MARK/NG DETAIL SH WN ON PLAN, OMIT DETAIL 39A ------� ---- --- WHEV NOT SHOWN ON PLAN NOT TO SCALE TERMINATE ALL LANE LINES ON 200' A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING FIRE HYDRANT AT INTERSECT/ONS WITH NO STOP BARS MARKER L OCA T/ONS NOT TO SCALE, NOT TO SCALE DETAIL. OHEET 6.1-16 73 File Nome: White -A she- Wide Drawn: S. LOWE STREET IMPROVEMENTS- DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWE Date: Sep. 25, 08 Checked By AT THE INTERSECTION OF WHITE LANE T ASHE ROAD 3 OF 13 17 0 1 2 3 TOP OF RETAINING WALL r FACE OF RETAINING WALL NOTE: CREA TE A BEVELED CONSTRUCTION JOINT EVERY 6 FEET. BEVEL SHALL ONL Y BE IN THE TOP OF RETAINING WALL. RETAINING WALL JOINT DETAIL NOT TO SCALE VARIES FROM 6.125' to 5.125' Z CONSTRUCT CURB AND GUTTER o `y CONSTRUCT SIDEWALK EXISTING CURB EXISTING AND GUTTER SIDEWALK STA. 14+76.65 to STA. 17+60.15 - 3.68' to 0.25' STA. 17+60.15 to STA. 19+25.50 - 0.25' ISS I� EXISTING GROUND AIAYIMUM_ QRpF E SSON4 F� DEAN 1Y 9��i e,00,� Q REGISTEREDCl VU ENGINEER C 46803 * Exp, 6-30-09 CITY OF BAKERSFIELD �P c/v�L 1501 TRUX TUN AVENUE qTF O�� OF CAL\F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / S4? / l 2' / 1.75' KE LANE WIDTHS- UNLESS NOTED OTHERWISE: j ' WIDE AT CURB AND GUTTER SIDEWALKILANDSCAPE TIE-IN DETAIL 25' A T CURB ONL Y TERMINA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT NOT TO SCALE � MID -ARC POINTS OF THE CURB RETURNS 2.5' BEGIN DETAIL 39 AT ECR W PAVEMENT MARKING • `� `� _ PA VEMEN T MARKING (WHITE) LAN 6" (PER MUTCD 2003 CALIFORNIA PA PER STANDARD SUPPLEMENT FIGURE 3B-102) PLAN A24D ND DETAIL 39 A T BCR WHEN DETAIL " ` SIKE 9A IS NOT SHOWN ON PLAN Ell FIRE HYDRANT ----'' �---- DE TA L 39 EN5 DETAIL AT BCR % TRAFFIC FLOW BIKE LANE PAVEMENT INC UDE DETAILAIL 39A ONLY WHERE / --' MARK/NG DETAIL SH WN ON PLAN, OMIT DETAIL 39A ------� ---- --- WHEV NOT SHOWN ON PLAN NOT TO SCALE TERMINATE ALL LANE LINES ON 200' A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING FIRE HYDRANT AT INTERSECT/ONS WITH NO STOP BARS MARKER L OCA T/ONS NOT TO SCALE, NOT TO SCALE DETAIL. OHEET 6.1-16 73 File Nome: White -A she- Wide Drawn: S. LOWE STREET IMPROVEMENTS- DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWE Date: Sep. 25, 08 Checked By AT THE INTERSECTION OF WHITE LANE T ASHE ROAD 3 OF 13 17 0 1 2 3 W 0 J w z a m 0 L-1 F- 0 J 0 N I I N_ CENTERLINE OF WHI TE LANE AND CENTERLINE OF CONSTRUCTION 55' 45' 5' REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE "M" MEDIAN CURB - EXISTING GROUND EXISTING CURB AND GUTTER _j 55' to 67' 45' to 58.67'- 1' 8.67'- 1' to 2.92' SAWCUT LINES l W5 RM 0 .r F3 STA. 13+47.30 TO STA. 14+50 CENTERLINE OF WHITE LANE AND CENTERLINE OF CONSTRUCTION rn 3 — 55 i FINISHED PA VEMENT GRADE z 14.28' 49.33' EXISTING MEDIAN CURB EXISTING GROUND EXISTING CURB AND GUTTER (TYPICAL) (2 4 � °` v 0 2 ---•. z CONSTRUCT TYPE "M" o v MEDIAN CURB k CRADi BREAK , -- 4 (TYP.) a� EXISTING GROUND ALONG FLOWLINE "V" o 5' (TYP.) a OF GUTTER 0 4q o . STRIGH� o p0 E Q MA TCH EXISTING EXISTING CURB AND GUTTER -- NOT TO SCALE z O 0 EXISTING o LANDSCAPED I = AREA o I� CONSTRUCT COMBINATION SIDEWALK/RETAINING WALL (SEE DETAIL ON SHEET 3) CONSTRUCT TYPE 'B" CURB AND GUTTER— COLD PLANE A 5 FEET WIDE STRIP FROM SAWCUT LINE, AND TO A DEPTH OF 0.20' TO ACHIEVE RECOMMENDED SLOPE. (TYPICAL) NOTE: SAWCUT LINES IN THE MEDIAN MODIFICATION AREAS SHALL BE ONE FOOT AWAY FROM EXISTING MEDIAN CURB AND TWO FEET FROM NEW MEDIAN CURB. —55' 49.58 CONS UCT V GUTTER J Y j COLD PLANE A 5 FEET WIDE 0.50' TYPE "B" ASPHALT CONCRETE c� STRIP FROM SAWCUT LINE, OVER 0.75CLASS 11 AGGREGA TE BASE z AND TO A DEPTH OF 0.20' OVER 1. 25' NA TI VE GROUND COMPACTED wTO ACHIEVE RECOMMENDED TO 957 RELA TI VE COMPACTION z SLOPE. (TYPICAL) zK'C_" TYPICAL ROADWAY SECTION W I 0 4 STA. 17+57_� NOT TO SCALE Y Cl7n' OF BAKERSFIELD, CALIFORNIA EXISTING LANDSCAPED AREA CONSTRUCT SIDEWALK �— CONSTRUCT TYPE "B" CURB AND GUTTER PUBLIC WORKS DEPARTMENT CENTERLINE OF WHITE LANE AND CENTERLINE OF CONSTRUCTION 55' S5' EXISTING LANDSCAPED AREA Al TH TWO DRIVE APPROACHES L�— CONSTRUCT I SIDEWALK CONSTRUCT TYPE 'B" CURB AND GUTTER 0.50' TYPE "B" ASPHALT CONCRETE OVER 0.75' CLASS Il AGGREGA TE BASE OVER 1.25' NA TI VE GROUND COMPACTED TO 959' RELA TI VE COMPACTION B1 TYP/CAL ROADWAY SECT/ON 1 STA. 14+50 TO STA. 19+26.07 NOT TO SCALE �I EXISTING LANDSCAPED AREA WI TH ONE o DRIVE APPROACHES CONSTRUCT COMBINA TION SIDEWALK/RETAINING WALL (SEE DETAIL ON SHEET 3) — File Nome.- White-Ashe-Wide Job No.: T7K 139 Date: Sep. 25, 08 CONSTRUCT TYPE "B" CURB AND GUTTER— A EXISTING CURB AND GUTTER (TYPICAL) — 65' to 55' — 59.13' to 45.77' CENTERLINE OF WHITE LANE AND z CENTERLINE OF CONSTRUCTION 0 9.87' RT to 10.11' L T 0 2' w EXISTING MEDIAN CURB �-- 4' (TYP.) 5' (TYP.) fi STRAIGHT EXISTING GRO� GRADE- COLD RADE COLD PLANE A 5 FEET WIDE STRIP FROM SAWCUT LINE, AND TO A DEPTH OF 0.20' TO ACHIEVE RECOMMENDED SLOPE. (TYPICAL) Orawn: S. L0WE Engineer: S. LOWE Checked By � �}-- I I 1=5i _- Eli-iiiiTi�i��I 1.0' MINIMUM TYPE "A" 55'- -49.J7' 5'-49.37' to 44.82- 11. J7' 4.82-11.37' RT to 4.92' L T r 2' CONSTRUCT TYPE "M" MEDIAN CURB FINISHED PA VEMENT GRADE (TYP.) l y ill' -1 I I-1 11�1 QRpFESS/pN ID AN o � REGISTERED C IL ENGINEER rwy C 46803 X y� Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION STRAIGHT GRAnp 1.0' MINIMUM TYPE "A" ASPHAL T CONCRETE 0 VER 1.50' NA TI VE GROUND COMPAC TED TO 957 RELATIVE COMPACTION (TYPICAL) D TYPICAL ROADWAY SECT/ON STA. 20+7219 to STA. 24+38.51 NOT TO SCAB EXISTING LANDSCAPED AREA WITH THREE DRIVE APPROACHES CONSTRUCT COM81NA TION SIDEWALK/RETAINING WALL I (SEE DETAIL ON SHEET 3) I "--FCONSTRUCT TYPE "B" CURB AND GUTTER ROADWAY SECTIONSl (,J -M73 STREET IMPROVEMENTS: DOUBLE LEFT TUR LANE CONSTRUCTION AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD SHEET No. 4OF13 2 3 i FINISHED PA VEMENT GRADE z EXISTING MEDIAN CURB EXISTING GROUND EXISTING CURB AND GUTTER (TYPICAL) CONS UCT V GUTTER J Y j COLD PLANE A 5 FEET WIDE 0.50' TYPE "B" ASPHALT CONCRETE c� STRIP FROM SAWCUT LINE, OVER 0.75CLASS 11 AGGREGA TE BASE z AND TO A DEPTH OF 0.20' OVER 1. 25' NA TI VE GROUND COMPACTED wTO ACHIEVE RECOMMENDED TO 957 RELA TI VE COMPACTION z SLOPE. (TYPICAL) zK'C_" TYPICAL ROADWAY SECTION W I 0 4 STA. 17+57_� NOT TO SCALE Y Cl7n' OF BAKERSFIELD, CALIFORNIA EXISTING LANDSCAPED AREA CONSTRUCT SIDEWALK �— CONSTRUCT TYPE "B" CURB AND GUTTER PUBLIC WORKS DEPARTMENT CENTERLINE OF WHITE LANE AND CENTERLINE OF CONSTRUCTION 55' S5' EXISTING LANDSCAPED AREA Al TH TWO DRIVE APPROACHES L�— CONSTRUCT I SIDEWALK CONSTRUCT TYPE 'B" CURB AND GUTTER 0.50' TYPE "B" ASPHALT CONCRETE OVER 0.75' CLASS Il AGGREGA TE BASE OVER 1.25' NA TI VE GROUND COMPACTED TO 959' RELA TI VE COMPACTION B1 TYP/CAL ROADWAY SECT/ON 1 STA. 14+50 TO STA. 19+26.07 NOT TO SCALE �I EXISTING LANDSCAPED AREA WI TH ONE o DRIVE APPROACHES CONSTRUCT COMBINA TION SIDEWALK/RETAINING WALL (SEE DETAIL ON SHEET 3) — File Nome.- White-Ashe-Wide Job No.: T7K 139 Date: Sep. 25, 08 CONSTRUCT TYPE "B" CURB AND GUTTER— A EXISTING CURB AND GUTTER (TYPICAL) — 65' to 55' — 59.13' to 45.77' CENTERLINE OF WHITE LANE AND z CENTERLINE OF CONSTRUCTION 0 9.87' RT to 10.11' L T 0 2' w EXISTING MEDIAN CURB �-- 4' (TYP.) 5' (TYP.) fi STRAIGHT EXISTING GRO� GRADE- COLD RADE COLD PLANE A 5 FEET WIDE STRIP FROM SAWCUT LINE, AND TO A DEPTH OF 0.20' TO ACHIEVE RECOMMENDED SLOPE. (TYPICAL) Orawn: S. L0WE Engineer: S. LOWE Checked By � �}-- I I 1=5i _- Eli-iiiiTi�i��I 1.0' MINIMUM TYPE "A" 55'- -49.J7' 5'-49.37' to 44.82- 11. J7' 4.82-11.37' RT to 4.92' L T r 2' CONSTRUCT TYPE "M" MEDIAN CURB FINISHED PA VEMENT GRADE (TYP.) l y ill' -1 I I-1 11�1 QRpFESS/pN ID AN o � REGISTERED C IL ENGINEER rwy C 46803 X y� Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION STRAIGHT GRAnp 1.0' MINIMUM TYPE "A" ASPHAL T CONCRETE 0 VER 1.50' NA TI VE GROUND COMPAC TED TO 957 RELATIVE COMPACTION (TYPICAL) D TYPICAL ROADWAY SECT/ON STA. 20+7219 to STA. 24+38.51 NOT TO SCAB EXISTING LANDSCAPED AREA WITH THREE DRIVE APPROACHES CONSTRUCT COM81NA TION SIDEWALK/RETAINING WALL I (SEE DETAIL ON SHEET 3) I "--FCONSTRUCT TYPE "B" CURB AND GUTTER ROADWAY SECTIONSl (,J -M73 STREET IMPROVEMENTS: DOUBLE LEFT TUR LANE CONSTRUCTION AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD SHEET No. 4OF13 2 3 w 0 J LJ z ¢ U) m 0 w O J n m 00 65 N 00 O O N N Q) E Q) Q N 4- c/) a L a� a� 3 0) c c 0 a a 0 a� a a a� a Q) rn Y z CK Li w z c� z Li I IM I ' I ' I ' I 0 1 2 3 n STA. 19+54.72-79.71 L T QRpF ESS I pN� EC.R.; F.L. ELEV. MATCH EXISTINGoo DEAN STA. 19+48.05-77.62 LT � _ g 2� C-1) �� 2 E.C.REGIS • • ' 7`ERE L ENGINEER `` C 46803 STA. 19+25.55-77.50' L T + " * Exp. 6-30-09 STA. 17+34.99-54.50' LT STA. 17+44.90-54.50' LT STA. 17+70.13-54.50' LT - STA. 17+80.12 54.50 L T CENTER 22.50' RADIUS CITY OF BAKERSFIELD SIDEWALK ELEV. 367..02 SIDEWALK ELEV. 366.84 SIDEWALK ELEV. 367.04 SIDEWALK ELEV. 367.25 7 501 TRUX TUN AVENUE STA. 17 29.99-54.50' L T . . . . . • • • • • STA. 17+85.12-54.50' L T BAKERSFIELD, CA 93301 CA\- SIDEWAL ELEV. 367.41 SIDEWALK ELEV. 367.66 REVISIONS 6' Min. No. OA TE DESCRIP TION 5' Min. 5' Min. STA. 19+25.55^-55.00' L T B. C. 22.50' RADIUS CURVE 5' Min. 5 Min. ' STA. 17+29.99-49.07' LT 0.301 % STA 17+39.99-49.09' L T STA. 17+75.12-49.3 L T 0.2 1 o STA. 17+85.12^49.50' E. C.R.; F.L. ELEV. 367. - 0 �o L T STA. 19+24.72-49.38 TOP OF CURB ELEV. 367.30 R. 5 RADIUS RETURN, TOP OF CURB ELEV. 367.56-E-LZ-V-36�-- 17+34.99-49.14' L T STA. 17+80.12-49.50 LT B.C. R.; F.L. 7.3-'" TOP OF CURB ELEV. 366.91 TOP OF CURB ELEV. 367.15 • • ' " " " " " " " " " " " " CA ESS /L ASE ''^""" A ^FESS RAMI? D�-�4�- G CASE "C" ACCESS RAMP DETAIL 5 NOT TO SCALE 5 NOT TO SCALE 5 NOT TO SCALE STA. 19+25.50-49.63' R B.C.R.; F.L. ELEV. 367.30 \` STA. 14+76.65-45.19' RT E.C.R.; F.L. ELEV. 366.40 6' Min. STA. 17+17.40-50.96' RT 5' Min. ' ,o ................................_...., ..STA. • •16+55.23-4� 98'• RT • ............................ F.L. ANGLE POINT 66 -76 - - - ............... ,.................................. ................ F L. EELEV 366.88 ........................ _; ,r,• J66.-76- --b,' o (0, 5' Min. ----- ,,/�^ 5.5' Min. • • cp- O STA. 14+56.43-63.29' RT END CROSS GUTTER F.L. ELEV. 366.22 • ........ STA. 16+66.24-67.74' RT • • • • • • • 6' Min. 6"Min•" " • • • • • STA. 1 STA. 17+05.83-69.20 RT +55.50^-79.50' RT ' • • • • • ' ' ' E.C.R.; END SIDEWALK; F.L. ELEV. MATCH EXISTING B. C R. 20 RADIUS RETURN; ECR.;F.L. ELEV. MATCH EXISTING F.L. ELEV. MATCH EXISTING H C S "A " ACCESS RAMP DETAIL / CASE "A " ACCESS RAMP DETAIL ri CASE "A " A CCESS RAMP DETAIL CAS "A " A P OETAIL 5 NOT TO SCALE 5 NOT TO SCALE S NOT TO SCALE 5 -ACCESS NOT TO SCALE STA. 20+43.86-88.89' L T B.C.R.; F.L. ELEV. MATCH EXISTING STA. 20+50.85-88.95' LT B.C. 27.33' RADIUS CURVE STA. 20+78.03-91.76' L T STA. 20+76.09-49.37' RT E. C. R,; F.L.-,6,?-26 CENTER 27.33' RADIUS _ STA. 24+67.07-66.40' L T E.C.R.; F.L. ELEV. MATCH EXISTING 45-57.34' RT MA CH DRI VEWA Y 7' Min. . • - 6' Min. NOTE: 1 6.5' STA. 20+72-57.34' RT ALL DIMENSIONS INDICATED ON THE CASE "A" & CASE "C" ACCESS RAMP DETAILS ARE ARC DISTANCES MEASUREMENTS .' CURBING A.P.; END CURBING ON THE CASE "A" RAMPS SHALL BE MEASURED ALONG STA. 20+73.85-64.76' L T THE FLOWLINE OF THE CURB RETURN. MEASUREMENTS E. C.STA. ----- - - 6 Min. 20+63.36-59.29' RT ON THE CASE "C" RAMPS SHALL BE MEASURED ALONG CURBING A. P. THE BACK THE RETAINING CURB. Ou • `S' ' 0 70 ------ _ _ ------- - STA. 20+55.82-68.39" RT STA. 20+59.5 BEGIN CURBING CURBING A. P 1-62.35' RT o • _o o . ••......................... .. ... STA. STA. 2 -� ELE -36765 24+46.73- B.C.R.; F.L. ELEV. 366.85 5' Min. �. . ..... STA. 20+76.09-79.37 RT +CENTER 30' RAD. RETURN ..................................... STA. 20+46.10-79.61' RT B.C.R.; F.L. ELEV. MATCH EXISTING L CASE "C" ACCESS RAMP DETAIL CASE "A"ACCESS RAMP DETAIL 5 NOT TO SCALE 5 NOT TO SCALE N CA E C„ CCESS RAMP DETAIL 5 NOT TO SCALE A CCE'S..r- KA Mfg PE'TA 1 L 0 CI OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: Whife-Ashe-Wide Drawn: S. LOWS STREET IMPROVEMENTS= DOUBLE LEFT TURN LANE CONSTRUCTION SHEET ND. Job No.: T7K139 Engineer: S. LOWS AT THE INTERSECTION OF WHITE LANE A T ASHE ROAD 5 OF 13 Date: Sep. 25, 08 Checked By. I ' I ' I ' I 0 1 2 3 n w 0 J w z Q Cn 5z m 0 w F_ F_ O J 0 wll d N 00 0 0 N N a� E Q a� Cn a� a� Q o� 3 0 .a 0 0 ry 0 V) Q a a� C 0 J a� C_ / c� z m Lu w z z W 0 J SCALE': H RIZ 1 " = 30' SCALE: MERT 1 " = 3' SEE D�TAI "D" ,ice' ` STA. 19 5472-79.71 ' L T q o SHEET E.C.R.;E DU�R$ AND GUTTER; END SIAL{Z I I WCUT LINE Tr. - 14 5 i C 56 6 �► -�' STA. 19+ 4.72- 8' L T » .» ; .» 6 l' S 11 R1W- B. C. RPO PA f TURN 5 ... ... »............ _ ___ _ _ _ ....._ -- - - STA. 14+60.19-45.13 L T - -� n _ �-- ------------- ------ - - 749- t. BEGIN CURB AND GUTTER, LIMITSOFCOLDPLA- --- ------ =-- ----- BEGIN 4 _WCUT INE N.09 L __-_L.._.. . 17+39.99-49 ,-------25 x 300 TRANSITION 7 STA. 17+75.12-49.38 L T5.93' R. 5 RADIUS RETU�t I,• CURB AND GUTTER E.C.R.; BEGIN CURB AND GUTTE-SFA. 17+6.9-19-49:x'LTCURB AND GUTTER END TRANSI TION Ml C_STA.14+76.65-45.19'RTN EXISTING CURB AND GUTTER , STA. 17+06.12 50. T - E.C.i�,:__BEGIN 4 44 x 28,3Q STA. 16+55.23-49.98 RT SEE DETAIL "B" F.L. ANGLE POINT STA. 17+60.15-49.63 RT E.C.R.; END CURB AND UT TRANSI TION 9 6.125' � ANGLE POINT `MEET 2 STA. 17-+T740-50.36' RT ENO-TRANSI TIQN END SIDEWA K_ _ SEE DETAIL "A"--, _ _ _ -_,i SAWCUT LINE A OIN NGLE T SHEET 2 - - - - - - - - - - LIMITS OF COLD PLANE_ .''_ _ _ _ _ _ _ _ g 5.125 STA. 19+25.50-49.63' T ------ C 1 » ......» . - - - - - - - . » .. ... » ....... - - r, - - B. G.R. 30 RADIUS RE - s »»........................ ....... ».......... »» ..... ------ ---- ----- - - -- iii 4 - -- - _ _ _ _ _ _ _ ...».»....� .. ..... ....... .. CH ;- IOWN C2 7 C3 1 Lop- ............»... .............. ,, *STA. 14+5®-63.22' RT _ __. /END CROSS GUTTER 9 STA. 16+46.55-47.85' RT I 4 °;� --- BEGIN CROS UTTER STA. 14+56.34-65.36' RT 1 B.C.R. 20' RADIUS RETURN-_�_ J STA. 17+26.14-49.09' RT �---- �;„ 4 STA. 14+56.39-71.43' T B.C.R. 20' RADIUS RETURN STA. 16+66.24-67.74' RT I E.C.R. SEE DETAIL C 5 SHEET 2 13 STA. 17+05.83-69.20' RT BEGIN CURB AND GUTT R; .-� R:; !!,q 49 � - BEGIN SIDEWALK SAWCUT LINE SHALL BE END SIDEWALK (-" - C R- 20 `It1�RETttfR>tt; °" - _ _ _ _ r _ _ _ _ _OHR AT FIRST CONSTRUCTION �J I BEGIN CURB AND GUTTER, ( SECTION 15, JOINT,• MATCH EXISTING W 11TE I LANe BEGIN SIDEWALK I TOWNSHIP 30 SOUTH, I RANGE 27 EAST C7 CURB AND GUTTER CONSTRUCT/ON NOTES 1Q 1. 152 1517 2Q CON IRA CTOP SHALL CONTACT THE FOLLOWING OWNERS/OPERATORS TO RELOCATE THEIR 20.00' NEWSPAPER/MAGAZINE STANDS. MARK CARLISLE (RENTFIT) 559-432-8880 X304; 29.83' JAY RICHMOND (RENTAL GUIDE & KERN COUNTY HOMES MAGAZINE) 661-847-9590, FLOWLINE 17 03 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF 19.58' 1 10 ® CON IRA CTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA 1 % . .. . ....... .. .. .. CON IRA CTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER STATE OF CALIFORNIA 370 DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88A. TA. 14+50-6J.211' CONTRACTO RT GUTTER RT DEPARTMEN GRADE B + N SHALL CONSTRUCT CROSS GUTTER, MATCHING EXISTING TYPE. RN CONTRACTOR SHALL ADJUST PULL BOXES TO FINISHED GRADE. (MO -TE.- PULL BOXES 30.00' FEND F. L. EL 47.46' STA. 17+75.1 49.38' T STA. E. C. F. L. 19+55.5 -79.50' RT 370 TIE-IN To STA. GRALE EXISTINGP 14+56.4 368 BR GIN F.L. S . 14+6 19-45.1 ' L T RETURN . LEV. MA TA. 16+ 0.19-47. 2 L T RETUR STA. B.C.R. 7+39.99-49.09' L SEE T S --- DETAIL " EET 2 _ _ _ - " - _ _ F.L. LEV. 36 04 ST B. C F.L. 19+24. 2-49.38,' L T SF __- EET 2 ----- - _ _ 368 R. ELEV. 3 7.34 • GRADE BREAK RADE B AKil 19+25. 0-49.6 ' RT 366 ..- R. ELEV. 3 7.30 .200°/ C.R. L. ELEV. 366.56 ----- 366 0.301% r � -0.5- 80% '' --- 00% 201 °/ _ N 0. o , 366 ____ .20V/o 364 0. EXIS TIN& PROPOSED GROUND CURB AT FLO AND GU YLINE OF rTER FINI HED GRADE ALO- FLOWLINE STA. 17 60.19-4 .38' LT.C.R. 364 ELEV. MATCH XISTING 364 F.L. AN F.L. ELE E POINTL. . 366.9 T FL0K GUTT E OF R -- - - _ _ _ _ _ _ - -' NSTA. 17 60.15-4 .63' RT FINISHEL OF PROPOSED GRADE C ALONG FLOWLINE RB AND UTTER 364 F.L. ANG E POINT L. SH ET 2 O UTru ........ . ............... .................... ............................. SEE D�TAI "D" ,ice' ` STA. 19 5472-79.71 ' L T q o SHEET E.C.R.;E DU�R$ AND GUTTER; END SIAL{Z I I WCUT LINE Tr. - 14 5 i C 56 6 �► -�' STA. 19+ 4.72- 8' L T » .» ; .» 6 l' S 11 R1W- B. C. RPO PA f TURN 5 ... ... »............ _ ___ _ _ _ ....._ -- - - STA. 14+60.19-45.13 L T - -� n _ �-- ------------- ------ - - 749- t. BEGIN CURB AND GUTTER, LIMITSOFCOLDPLA- --- ------ =-- ----- BEGIN 4 _WCUT INE N.09 L __-_L.._.. . 17+39.99-49 ,-------25 x 300 TRANSITION 7 STA. 17+75.12-49.38 L T5.93' R. 5 RADIUS RETU�t I,• CURB AND GUTTER E.C.R.; BEGIN CURB AND GUTTE-SFA. 17+6.9-19-49:x'LTCURB AND GUTTER END TRANSI TION Ml C_STA.14+76.65-45.19'RTN EXISTING CURB AND GUTTER , STA. 17+06.12 50. T - E.C.i�,:__BEGIN 4 44 x 28,3Q STA. 16+55.23-49.98 RT SEE DETAIL "B" F.L. ANGLE POINT STA. 17+60.15-49.63 RT E.C.R.; END CURB AND UT TRANSI TION 9 6.125' � ANGLE POINT `MEET 2 STA. 17-+T740-50.36' RT ENO-TRANSI TIQN END SIDEWA K_ _ SEE DETAIL "A"--, _ _ _ -_,i SAWCUT LINE A OIN NGLE T SHEET 2 - - - - - - - - - - LIMITS OF COLD PLANE_ .''_ _ _ _ _ _ _ _ g 5.125 STA. 19+25.50-49.63' T ------ C 1 » ......» . - - - - - - - . » .. ... » ....... - - r, - - B. G.R. 30 RADIUS RE - s »»........................ ....... ».......... »» ..... ------ ---- ----- - - -- iii 4 - -- - _ _ _ _ _ _ _ ...».»....� .. ..... ....... .. CH ;- IOWN C2 7 C3 1 Lop- ............»... .............. ,, *STA. 14+5®-63.22' RT _ __. /END CROSS GUTTER 9 STA. 16+46.55-47.85' RT I 4 °;� --- BEGIN CROS UTTER STA. 14+56.34-65.36' RT 1 B.C.R. 20' RADIUS RETURN-_�_ J STA. 17+26.14-49.09' RT �---- �;„ 4 STA. 14+56.39-71.43' T B.C.R. 20' RADIUS RETURN STA. 16+66.24-67.74' RT I E.C.R. SEE DETAIL C 5 SHEET 2 13 STA. 17+05.83-69.20' RT BEGIN CURB AND GUTT R; .-� R:; !!,q 49 � - BEGIN SIDEWALK SAWCUT LINE SHALL BE END SIDEWALK (-" - C R- 20 `It1�RETttfR>tt; °" - _ _ _ _ r _ _ _ _ _OHR AT FIRST CONSTRUCTION �J I BEGIN CURB AND GUTTER, ( SECTION 15, JOINT,• MATCH EXISTING W 11TE I LANe BEGIN SIDEWALK I TOWNSHIP 30 SOUTH, I RANGE 27 EAST C7 QRpFESS/pN DEAN REGISTERED- L ENGINEER C 46803 rrl * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF - v l � BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIP TION 47( / / GENERAL NOTES 1 ALL UNUSE , SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTE A TER PLAN T 12 A T M T. VERNON A VENUE SOUTH OF HIGHWA Y 58. CONTRACTOR SHALL CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFO VA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS THE FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD. 3 THE TWO TREES BEING REMOVED ARE DANGEROUSLY CLOSE TO AN EXISTING 16 INCH ABESTOS-CEMENT WATER MAIN. CONTRACTOR SHALL USE EXTREME CAUTION DURING THE REMOVAL OF THE ROOT SYSTEMS OF THESE TREES. IF THE WATER MAIN IS RUPTURED BY THE CONTRACTOR DURING THE REMOVAL OF SAID ROOT SYSTEMS, CONTRACTOR ASSUMES FULL RESPONSIBILITY TO MAKE AND PAY FOR ANY AND ALL REPAIRS. CURB AND GUTTER CONSTRUCT/ON NOTES 1Q CON IRA CTO 1517 2Q CON IRA CTOP SHALL CONTACT THE FOLLOWING OWNERS/OPERATORS TO RELOCATE THEIR 20.00' NEWSPAPER/MAGAZINE STANDS. MARK CARLISLE (RENTFIT) 559-432-8880 X304; 29.83' JAY RICHMOND (RENTAL GUIDE & KERN COUNTY HOMES MAGAZINE) 661-847-9590, FLOWLINE & MARK LUNOBORG (REAL ESTATE BOOK) 661-832-4245. 03 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF 19.58' BAKERSFIELD 10 ® CON IRA CTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA 20.42' % OF TRANSPORTATION STANDARD PLAN RSP A88A. D5 CON IRA CTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER STATE OF CALIFORNIA 370 DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88A. TA. 14+50-6J.211' CONTRACTO RT GUTTER RT DEPARTMEN GRADE B + N SHALL CONSTRUCT CROSS GUTTER, MATCHING EXISTING TYPE. RN CONTRACTOR SHALL ADJUST PULL BOXES TO FINISHED GRADE. (MO -TE.- PULL BOXES 30.00' FEND F. L. EL 47.46' 30.34' FLOWLINE STA. E. C. F. L. 19+55.5 -79.50' RT 370 TIE-IN To STA. GRALE EXISTINGP 14+56.4 CROSS -63.29 BR GIN F.L. AK OF C OF CRO RB RET GUTTS BREAK . OF CROSS V. 366. CURB GUTTER RETURN . LEV. MA TCH EXISTING BREAK OF CUR RETUR 568 _ F.L. ____ ELEV J66.22 STA. 14+76. 5-45.19' RT S 8..R . 16+46155-47.85' RT SF __- EET 2 ----- - _ _ TA. 17+26.14-4,,.09 RT STA B. F.L. 19+25. 0-49.6 ' RT 368 R. ELEV. 3 7.30 C.R. ----- 366 610°0 F. L. ELEV. J66.40 0. 00% _ _ _ 24fl$/o , ____ .20V/o 0. 364 SEED TAIL "A' L XISTING GROUND ROPOSED CURB AND T FL0K GUTT E OF R -- - - _ _ _ _ _ _ - -' NSTA. 17 60.15-4 .63' RT FINISHEL OF PROPOSED GRADE C ALONG FLOWLINE RB AND UTTER 364 F.L. ANG E POINT L. SH ET 2 O UTru QRpFESS/pN DEAN REGISTERED- L ENGINEER C 46803 rrl * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF - v l � BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIP TION 47( / / GENERAL NOTES 1 ALL UNUSE , SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTE A TER PLAN T 12 A T M T. VERNON A VENUE SOUTH OF HIGHWA Y 58. CONTRACTOR SHALL CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFO VA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS THE FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD. 3 THE TWO TREES BEING REMOVED ARE DANGEROUSLY CLOSE TO AN EXISTING 16 INCH ABESTOS-CEMENT WATER MAIN. CONTRACTOR SHALL USE EXTREME CAUTION DURING THE REMOVAL OF THE ROOT SYSTEMS OF THESE TREES. IF THE WATER MAIN IS RUPTURED BY THE CONTRACTOR DURING THE REMOVAL OF SAID ROOT SYSTEMS, CONTRACTOR ASSUMES FULL RESPONSIBILITY TO MAKE AND PAY FOR ANY AND ALL REPAIRS. 19 CONTRACTORI SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD S-1. 10 CONTRACTO SHALL CONSTRUCT SIDEWALK AS INDICATED ON THE PLANS 11 CONTRACTO SHALL CONSTRUCT COMBINATION SIDEWALK/RETAINING WALL AS INDICATED ON THE PLANS 12 CONTRACTOR SHALL CONSTRUCT 4' WIDE V -GUTTER PER CITY OF BAKERSFIELD STANDARD S-28. 13 CONTRACTOR SHALL ADJUST WATER VALVES TO FINISHED GRADE. 14 CONTRACTOR SHALL REMOVE EXISTING TREES AS INDICATED ON THE PLANS. CONTRACTOR SHALL REPLACE EACH TREE WI TH *** 24 " BOX TREES A T LOCA TIONS DIRECTED BY THE ENGINEER. CUR E DATA TABLE CURB AND GUTTER CONSTRUCT/ON NOTES 1Q CON IRA CTO SHALL RELOCATE BUS BENCH AND ALL ASSOCIATED APPURTENANCES. 2Q CON IRA CTOP SHALL CONTACT THE FOLLOWING OWNERS/OPERATORS TO RELOCATE THEIR 20.00' NEWSPAPER/MAGAZINE STANDS. MARK CARLISLE (RENTFIT) 559-432-8880 X304; 29.83' JAY RICHMOND (RENTAL GUIDE & KERN COUNTY HOMES MAGAZINE) 661-847-9590, FLOWLINE & MARK LUNOBORG (REAL ESTATE BOOK) 661-832-4245. 03 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF 19.58' BAKERSFIELD STANDARD S-2. ® CON IRA CTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA 20.42' DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88A. D5 CON IRA CTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER STATE OF CALIFORNIA 29.87' DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88A. © CONTRACTO SHALL CONSTRUCT CASE "CM" ACCESS RAMP PER STATE OF CALIFORNIA 4.991' DEPARTMEN OF TRANSPORTATION STANDARD PLAN RSP A88B. R7 CONTRACTOR SHALL CONSTRUCT CROSS GUTTER, MATCHING EXISTING TYPE. ® CONTRACTOR SHALL ADJUST PULL BOXES TO FINISHED GRADE. (MO -TE.- PULL BOXES 19 CONTRACTORI SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD S-1. 10 CONTRACTO SHALL CONSTRUCT SIDEWALK AS INDICATED ON THE PLANS 11 CONTRACTO SHALL CONSTRUCT COMBINATION SIDEWALK/RETAINING WALL AS INDICATED ON THE PLANS 12 CONTRACTOR SHALL CONSTRUCT 4' WIDE V -GUTTER PER CITY OF BAKERSFIELD STANDARD S-28. 13 CONTRACTOR SHALL ADJUST WATER VALVES TO FINISHED GRADE. 14 CONTRACTOR SHALL REMOVE EXISTING TREES AS INDICATED ON THE PLANS. CONTRACTOR SHALL REPLACE EACH TREE WI TH *** 24 " BOX TREES A T LOCA TIONS DIRECTED BY THE ENGINEER. CUR E DATA TABLE CURVE No. RADIUS DELTA LENGTH TANGENT DESCRIPTION C1 20.00' 851c27'16" 29.83' 18.47' FLOWLINE C2 20.00' 88`47'47'v 31.00' 19.58' FLOWLINE C3 20.00' 91b12'13" 31.84' 20.42' FLOWLINE C4 30.00' 89 45'41" 47.00' 29.87' FLOWLINE C5 5.00' 89751-v451, 7 . 84' 4.991' FLOWLINE C6 5.00' 87°48'46" 7.66' 4.81' FLOWLINE C7 30.00' 90p38'17" 47.46' 30.34' FLOWLINE CU913 AND GU I TEP PLAN ANCA ��OFILE File Nome: White -Aske -Wide Drawn: S. LOWS = C/ OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWS STREET IMPROVEMENTSDOUBLE LEFT TURN ANE CONSTRUCTION SHEET NO. Date: Sep. 26, 08 Checked By. AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 6 OF 13 0 1 2 3 I w 0 J w z Q V) m w F- 0 J n 0 II w Ln 4 LoN 00 0 0 N Q N L Q) Q) Q Q) Cn 0 �L w Cn N I a) V) a I ++ C_ / 3 a 0 Of a 0 W 0 J a) ..c / 0 z w w z c� z w I Lj0 J / Y C, STA. 24+67.07,66.40' L T ISI TION F.L. ELEV. MA TCH EXISTING rrL.^ � � HORIZ 1 t 1 � I SCALE: 1 1 " = 3' L T 22 58.47' L T 22+37.75 57.63' TT_ 22+47.75 56.45 L T 22+57.75 55.09 24- 22+67.75 53.74' L T 22+77.75 52.38' L T 22+87.75 51.02' 25 22+97.75 37.2 L T 22+07,75 24 L T 22+17.75 48.50 L T 22+27.75 48.34' L T 372 UTILITIES IN THE FIELD IS THE CONTRACTOR'S. , 25 372 370 Sm. B. F __--- - -A ' L T _-_ -- ✓" - ; ' 2 0 $ 3 3 8. F. L. R. . ELEV. ATCH EXISTING N STA. 22 END DRI BEGIN T F.L. ELE R. ELEV. ° TCH EX E.C.R. F.L. TING 07.75-59.13' E ATP -ROACH PER . 367.3 L T Z� STA. 25 B. F. F. E. C. F.L. R. ELEV. M TCH EXISTING ' ON,• 0,45.8 EV. 36 65 . R.; END!; ANGLE ELEV. DETAIL' STI. F.L. _ TRANSIT ' OINT 66.91 E" 24+68. 3 STA. E.C. F.L. 20+76.69-49.J7 RT STA. AE-Gli 23+ 13. ,47.99' _-0.2 0 .2 0° N SEE 3 S 7 BEGIN F. L. E DRIVE A EV. 367.8 PROACH F.L. ELE . 366.37 FLEV 36.26 END F.L. + APER; LEV. J62115 GIN TRA SI TION • 8% -- 21+20.4 -- - _ -FINISHED OF PROPOSED IN RI V ANGLE POINT GRAD ALONG URB AN LOWLINE GUTTER ENS P TING G OPOSED OUND A CURB A FLOKI GU TTE E OF ELEV. ---- 66.48 -- 366BE 3 rowll`/ AN F.L. + N DRI VE A LEV. 36 PROACH .17 A T FL ANO GL I WLINE 0 TIER FINISHED OF PROF GRA DE I OSED C LONG FL B AND 9 WL INE UTTER i I'l I II I . RT I /� 3_/ f ND DRI V APPRO CH BEGIN F.. ti CH STA. 24+67.07,66.40' L T ISI TION F.L. ELEV. MA TCH EXISTING rrL.^ � � HORIZ 1 t 1 � I SCALE: HORIZ 1 " = 30' SCALE: VERT 1 " = 3' m IV OH --- � OH OH -AU D 2 W FL0WLINE BAY TAPER 10.79x 120' STATION OFFSET 22+07.75 59.13 122 22+1775 58.97' L T 22+27.75 58.47' L T 22+37.75 57.63' TT_ 22+47.75 56.45 L T 22+57.75 55.09 24- 22+67.75 53.74' L T 22+77.75 52.38' L T 22+87.75 51.02' L T 22+97.75 37.2 L T 22+07,75 49.00' L T 22+17.75 48.50 L T 22+27.75 48.34' L T UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 25 372 370 Sm. B. F 20+4 .10,79. 1' RT R. . ELEV. ATCH EXISTING STA. END 23+5 32,47.3 ' RT STA. 25 23.12,4 .82' RT 370 368 DRIVE PPROAC 368 STA. E.C. F.L. 20+76.69-49.J7 RT STA. AE-Gli 23+ 13. ,47.99' RT � END TRA SI TION S 7 4. 24+6.99,45 7' RT F.L. ELE . 366.37 FLEV 36.26 C 366 • 8% -- 21+20.4 -- - _ IN RI V APPR --- FZ. ELEV. ---- 66.48 -- 366BE 3 END F.L. F.L. + N DRI VE A LEV. 36 PROACH .17 A T FL ANO GL I WLINE 0 TIER FINISHED OF PROF GRA DE I OSED C LONG FL B AND 9 WL INE UTTER IN TRA, ELEV. 3 EX IST( PROPO I TION 6.96 G GROU EO CURS TA. 25+27-44.82' RT /� 3_/ f ND DRI V APPRO CH BEGIN F.. ti CH DRI ELEV. r APPRO 67.24 5 U f -I C ANO L D 2 W FL0WLINE BAY TAPER 10.79x 120' STATION OFFSET 22+07.75 59.13 L T 22+1775 58.97' L T 22+27.75 58.47' L T 22+37.75 57.63' TT_ 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+87.75 51.02' L T 22+97.75 49.84' L T 22+07,75 49.00' L T 22+17.75 48.50 L T 22+27.75 48.34' L T CURB AND G 1M CONTRACTOR SHALL REL OCA TE BI 2M CONTRACTOR SHALL CONTACT TH NEWSPAPER/MAGAZINE STANDS: JA Y RICHMOND (REN TA GUIDE & & MARK L UNDBORG (REAL ESTA T QRpFESS/ONq �o DEAN l - REGIS TERED_ G. ENGINEERC 46803 DEL TA * Exp.6-30-09 Cl TY OF BAKERSFIELD �Q- 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No. DA TE DESCRIP TION 1 / / FLOWLINE 2 20.00 9116'47" 31.86' 20.45' 4 / / 30.00' GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY 30.25' THE CONTRACTOR, TO THE WASTEWA TER PLANT f2 A T MT. VERNON A VENUE SOUTH OF HIGHWA Y 58. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONL Y, ANO REPRESENT THE BEST INFORMA TION SUPPLIED 8Y THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. R CONSTRUCTION NOTES BENCH AND ALL ASSOCIATED APPURTENANCES. FOLLOWING OWNERS/OPERATORS TO RELOCATE THEIR IRK CARLISLE (RENTFIT) 559-432-8880 X304; ERN COUNTY HOMES MAGAZINE) 661-847-9590; BOOK) 661-8J2-4245. 3M CONTRACTOR SHALL CONSTRUCT OMMERCIAL 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. 0 CONTRACTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN RSP A88A. ® CONTRACTOR SHALL CONSTRUCT SE "CM" ACCESS RAMP PER STA TE OF CALIFORNIA DEPARTMENT OF TRA NSPORTA TION STANDARD PLAN RSP A888. M CONTRACTOR SHALL CONSTRUCT C OSS GUTTER, MATCHING EXISTING TYPE. ® CONTRACTOR SHALL ADJUST PULL BOXES TO FINISHED GRADE. (NOTE.- PULL BOXES A]/Ir lr'lr-Alrlr-ll-n I0 CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD S-1. 10 CONTRACTOR SHALL CONSTRUCT S19EWALK AS INDICATED ON THE PLANS 11 CONTRACTOR SHALL CONSTRUCT C MBINA TION SIDEWALK/RETAINING WALL AS INDICA TED ON THE PLANS. 12 CONTRACTOR SHALL CONSTRUCT 4' WIDE V -GUTTER PER CITY OF BAKERSFIELD STANDARD S-28. 13 CONTRACTOR SHALL ADJUST WATER VALVES TO FINISHED GRADE. 14 CONTRACTOR SHALL REMOVE EXISTING TREES AS INDICATED ON THE PLANS. CONTRACTOR SHALL REPLACE EACH TREE WI TH *** 24" BOX TREES A T L OCA TIONS DIRECTED BY THE ENGINEER. C tJRVE ATA TAB L E CURVE No. RADIUS DEL TA LENGTH TANGENT DESCRIPTION C8 30.00' 8932'23" 46.88' 29.76' FLOWLINE C9 20.00 9116'47" 31.86' 20.45' FLOWLINE Cl0 30.00' 90°28'06" 47.37' 30.25' FLOWLINE File CU95 ANO OU7 Mg PLAN ANO OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS D Jobam:White-Ache-Wide Drawn: S. LOWE STREET EPARTMENT T7K139 Engineer: S. LOWS IMPROVEMENTS. DOUBLE LEFT TURN Date: Sep. 26, 08 Checked By �,--- AT THE INTERSECTION OF WHITE LANE A7 �:WOF'ILE_,o,P /G%3 LANE CONSTRUCTION ASHE ROAD x SHEE T NO. 7 OF 13 2 3 MEDIAN BAY TAPER 12.28'x 900' I I STATION OFFSET 15+00 5.00' RT 15+10 4.69' RT 15+20 3.85 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 'll L w� .L. z EI -.,P a O co m STA. 13-+-4--/u'-,TO=-. o CTR. 0.50' RADIUS; BEGIN LLJ REMOVAL OF EXISTING MEOTATN ISLAND,•- � - oBEGIN MNSTRUCRON TYPE J "ll" Adr-f)IAA .. STA. 15+00-5.00' RT i • • I��IA�IMIIII ,� �FR S -TA. 13+78:21-7 00.LRT BEGIN 3.34' x 261.98' TRANSITION STA. 16+00-7.28' L T ENO -'ER; BEGIN 4.35' x 160.19' TRANSITION MEDIAN BAY TAPER 20.47'x 120' STATION OFFSET 16+40.19 10.34' RT 16+50.19 9.91' RT 16+60.19 8.89 RT 16+70.19 7.28' RT 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+60.19 11.63' L T __j SA WCU T STA. 1Z+40.19NlaJ4' RTZ SA-WE'UT END TRANSITION, BEGIN 20.47'--x-120' TAPER w wl » Mel 7 ---97A. 17+-60.-19-1 1.ZJ' L T STA. 19+26.07-10.88' L END TRANSITION CTR. 0.75 RADIUS;ND - - - �- MEDfAL CURB_ 17- ...:.�....�....� � _ _ = r ......... .............. ...._...... .... _ _..�............. ........ S TA. 17+60.19-10.13 L T END TAPER STA. 19+39.39- 05' L T --fND REMOVAL 0 IS771 _ MEDIAN ISL ANO 6-4" CPC+ T SB w ME SCALE: HORIZ 1 " = 30' SCALE: VERT 1 " = 3' p 4 1 � L I __ _._,.._-_....._ - < WHIrE LA NE - Q) s`, - - - - - - - - - - - PLAN VIEW a 572572 WA N 0 0 370 GRADE .TC. FLEV BREAK 36 34 N STA. GRA 16+75N .31' L T S A. 17+6 .19-11.6 L T STA. 1 GRADE T. C. E +25N 11. 3' L T STA. 19 26.95- 1.63' L T 374 BREAK EV. 368.9 E BREAK TC. EL V. 369.0 368 T. ELEV. 68.21 T. 0.07 ELEV. % 368.32 TC. ELEV. 368.35 .013% T.C. LEV. 36 .36 0.353 0 -- --- --- 0.19 -- ° /o -- - 368 372 1366 STA 16+40.0-10.J4' RT '-FINISHED OF IRP GRADE ALONCI M IAN TDP R L EXIS 7 NG GROb AID AT Fl 0KINE 372 0 -� T.C. E EV. 368.1 TA. 14+49.90-7. 1 RT TA. 16+00-9.83 T N09'mrH STA. M ' L T STA. 1 +50-10. REAK E TA. 19+28.06-10.1J LT GR DE BREAK KT.C.ELEV. GRADE 0 QRpFESS/ON pEAN wQ C' REG/ST RE1-C44IL ENGINEER M C 46803 * Exp. 6-30-09 Cl TY OF BAKERSFIELD �Q' 9501 TRUX TUN A VENUE qTF C/ \- BAKERSFIELD, CA 93301 OF Cpk REV/SIO/VS No. DA TE DESCRIP TION 1 / / GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (66 1) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, ANO REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S MEDIAN ISLAND CONSTRUCT/ON NOTES: 10 CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST- I DATED JUNE 02, 1999. O2 PROPOSED MEDN ISLAND WEST OF ASHE ROAD IS DESIGNED FOR FUTURE PAVEMENT RECONSTRUCTIO PROJECT, THEREFORE, TOP OF CURB ELEVA TIONS SHALL BE ADHERED TO. O3 MEDIAN ISLAND HARDSCAPE SHALL MA TCH SURROUNDING MEDIAN HARDSCAPE THAT ARE DIRECTL Y OUTS DE THE PROJECT LIMITS. ® CONTRACTOR SL/ALL ADJUST SEWER MANHOLE LID, FRAME AND COVER PER CI TY OF BAKERSFIELD STANDARD S-7. WA 0 0 Q 372 STA 16+40.0-10.J4' RT 372 0 -� T.C. E EV. 368.1 TA. 14+49.90-7. 1 RT TA. 16+00-9.83 T STA. 17+6019-10.1 ' L T STA. 1 +50-10. REAK 3' L T TA. 19+28.06-10.1J LT GR DE BREAK KT.C.ELEV. GRADE a� 3'�'Q RADE BEAK ADE BR AK T .ELEV. 69.25 T C. EL V. 369. 369.46 370 T.C. LEV. 36 .20 U66-45- 0.4 9% 0. 00% 0 368 -0.0 9% 0. 79% FINISHEL GRADE LONG TOP z E (STING G OUND A FL0WLI E OF PROPOSED M DIA- CURB 366 0 PROPO ED MEDIAN CURB 366 W W z OOLJrH, FI E - z W 0 0 J MEDIAN 10LANO PLAN AN t 90FILE Cl OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: White-Ashe-Wide Drawn: S. LOWS STREET IMPROVEMENTS= DOUBLE LEFT TURI`i' LANE CONSTRUCTION Job No.: T7K139 Engineer. S LOWE Date: Sep. 26, 08 Checked By AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 0 li SHEE T NO. 8 OF 13 1 2 3 5 w 0 J w z Q V) Cc) 0 w 0 J n 0 U) Q a O ry a) c - V) Q 0 a� c 0 J a� c- rn Y H 0 z ry w III z 0 z w 0 0 J / Mo 4L F, . - _... _. - - - .,... - � - l w STA. 20+60.03-4.92' RT BEGIN REM(-VAL OF E�-STING MEDIAN ISLAND MEDIAN BAY TAPER 19.98'x 120' STATION OFFSET 22+23.12 9.87' RT 22+33.12 9.41' RT 22+43.12 8.40' RT 22+53.12 6.83' RT 22+63.12 4.69' RT 22+73.12 2.80' RT 22+83.12 0.13' L T 22+93.12 2.55' L T 23+03.12 4.95 L T 23+ 13.12 7.08' LT 23+23.12 8.62' L T 23+33.12 9.62' LT 23+43.12 10.11' L T W.V. !-7 STA. ..22.+23.12---9-8 7' RT BEGIN 19.98' x 120' TAPER » »»»».».»..»...»....................».» .» »»».»»»........»..».......»...»...... ». »».........»......»....»».»....»........................»..»»» TA. 20+- 2.19,14,62' RT CTR. 0.75' RADIUS; BEGIN STA. 22+23.1-f1.37' RT` $ TA "M" MEDIAN ISLAND �h4 ME MEDIAN BAY TAPER 16.30'x 120' STATION OFFSET 22+23.12 11.37' RT 22+33.12 10.97' RT 22+43.12 10.13 RT 22+53.12 8.84' RT 22+63.12 7.13' RT 22+73.12 5.16' RT 22+83.12 3.21 RT 22+93.12 1.26' RT 23+03.12 0.68' L T 23+1312 2.40' L T 23+23.12 3.67' LT 23+33.12 4.50' L T 23+43.12 4.92' L T I D 4 SAWCUT LINE s -. I I I I ---------_---_-__t E -_ -_ m. _f --..-_..- -- n Ilk -[ ---- - w _STA. 23+43.12-10.11 ' L T END TAPER, BEGIN _ _ - --BEGIN 1.61' x 95.39' EXISTING MEDIAN ISLAND TRANSITION -- - " ...........». ».»..»».»»»» » » .».... »....»..........» ..... .. .» - "SAWCUT LINE STA. 24+ -0-/ / �- STA-. 23+4"2-4.92=-tT CTR. 0.89' RADIUS, END N TAPER TRANSI TION; ENff MEDIAN -CURB, -- s s s MEDIAN ISLAND OHAF� o tl SS, � G IL f .v. ___ __----------- - _ -_ i I i4 WHITEN'LANE - - RM IQ PLAN VIEW IW SCALE: HORIZ 1" = 30' SCALE: VERT 1 " = 3' 4RpF E SS /?IV DEAN wQ � rn REGISTER&9 V(L ENGINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD J��Q 1501 TRUX TUN AVENUE qTF C/vl�- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1�r' / / 4 / / GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CON TAC THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR T DELIVERY A T (661) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMATE OIVL Y, AND REPRESEN T THE BEST INFORMA TION SUPPLIED BY THIi F VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCIA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. MEDIAN ISLAND CONSTRUCT/ON NOTES O CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKER; STANDARD ST -2 DATED JUNE 02, 1999. O PROPOSED MEDIAN ISLAND WEST OF ASHE ROAD IS DESIGNED FOR FUTURE PA RECONSTRUCTION PROJECT, THEREFORE, TOP OF CURB ELEVATIONS SHALL BE ADS O3 MEDIAN ISLAND HARDSCAPE SHALL MA TCH SURROUNDING MEDIAN HARDSCAPE DIRECTL Y OUTSIDE THE PROJECT LIMITS. ® CONTRACTOR SHALL ADJUST SEWER MANHOLE LID, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD S-7. :NT D TO. T ARE MEPIAN IOLANO PLAN AND �IZOFILE 1 01,1-Al2 File Nome: White-Ashe -Wide Drown: S. LOWE STREET IMPROVEMENTS- DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. Cl OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer. S. LOWE Dote: Sep. 26, 08 Checked By.- AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 9 OF 13 0 1 2 3 22 25 24 ?j72 STA. GRADE T.C. 21+92.19-11.J7 STA 22+63.19-4.68' GR IDE BRE T RT STA. 24+38. 1-8.50' T 372 K 1 370 74 STA. 20 72.19- .87' RT STA. T 22+ 3.12,9.8 ' RT 369.25 S A. 23+4 1 -GRADE BR .19,10. ' L T K L T 370 TC. EL V. J69.70 GRA E BREAI T C. ELEV. J69.04 C. ELEV. K 68.93 T.C. EL V. 369.2 - - 8 /o -0.2001/o -0. 56% -0.649% Till ELFV3�� -0.204cXo -0.3 0% 366 EXISTING OF GROUND PROPOSEDMEDIA AT L OWL IN CURB STA. 2 GRADE T.C. EL +99.19 4.01' L T A T FL 0 41LINE S 2J+4_3 T. .ELEV. .12-10.1 ' L T 68.81 STA. 2 GRADE T.C. EL 3� BREAK V. 369.1 C.TA. C. ELEV. EXISTIN 369.04 GROUND BREAK V. J68.84 NOK"Il M'00I)IAN S U ___F1N1qHED OFROPOSE GRADE ALONG MEDIAN E TOP CURB CURB ... ... . . . .......... SCALE: HORIZ 1" = 30' SCALE: VERT 1 " = 3' 4RpF E SS /?IV DEAN wQ � rn REGISTER&9 V(L ENGINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD J��Q 1501 TRUX TUN AVENUE qTF C/vl�- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1�r' / / 4 / / GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CON TAC THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR T DELIVERY A T (661) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMATE OIVL Y, AND REPRESEN T THE BEST INFORMA TION SUPPLIED BY THIi F VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCIA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. MEDIAN ISLAND CONSTRUCT/ON NOTES O CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKER; STANDARD ST -2 DATED JUNE 02, 1999. O PROPOSED MEDIAN ISLAND WEST OF ASHE ROAD IS DESIGNED FOR FUTURE PA RECONSTRUCTION PROJECT, THEREFORE, TOP OF CURB ELEVATIONS SHALL BE ADS O3 MEDIAN ISLAND HARDSCAPE SHALL MA TCH SURROUNDING MEDIAN HARDSCAPE DIRECTL Y OUTSIDE THE PROJECT LIMITS. ® CONTRACTOR SHALL ADJUST SEWER MANHOLE LID, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD S-7. :NT D TO. T ARE MEPIAN IOLANO PLAN AND �IZOFILE 1 01,1-Al2 File Nome: White-Ashe -Wide Drown: S. LOWE STREET IMPROVEMENTS- DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. Cl OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer. S. LOWE Dote: Sep. 26, 08 Checked By.- AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 9 OF 13 0 1 2 3 STA. GRADE T.C. 21+92.19-11.J7 PT STA. 24+38.5 -4.93' L T BREAK ELEV 36 .05. 74 STA. 20 72.19, 1.37' RT ST GR ITC. 23+2319,3.68 L T GRA E BREAI T C. ELEV. J69.04 aDE BRE ELEV. K 68.93 T.C. EL V. 369.2 - -0.2001/o -0.009% -0.180 0 -0.3 0% 22+0._12-_11.37=j A T FL 0 41LINE 22+4J12-4.0' C. ELEV. 368.87 L T STA. 2 GRADE T.C. EL +53.19, . 93' L T C.TA. C. ELEV. EXISTIN 369.04 GROUND BREAK V. J68.84 S U MEd OFROPOSE MEDIAN AFWOFI,rH CURB SCALE: HORIZ 1" = 30' SCALE: VERT 1 " = 3' 4RpF E SS /?IV DEAN wQ � rn REGISTER&9 V(L ENGINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD J��Q 1501 TRUX TUN AVENUE qTF C/vl�- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1�r' / / 4 / / GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CON TAC THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR T DELIVERY A T (661) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMATE OIVL Y, AND REPRESEN T THE BEST INFORMA TION SUPPLIED BY THIi F VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCIA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. MEDIAN ISLAND CONSTRUCT/ON NOTES O CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKER; STANDARD ST -2 DATED JUNE 02, 1999. O PROPOSED MEDIAN ISLAND WEST OF ASHE ROAD IS DESIGNED FOR FUTURE PA RECONSTRUCTION PROJECT, THEREFORE, TOP OF CURB ELEVATIONS SHALL BE ADS O3 MEDIAN ISLAND HARDSCAPE SHALL MA TCH SURROUNDING MEDIAN HARDSCAPE DIRECTL Y OUTSIDE THE PROJECT LIMITS. ® CONTRACTOR SHALL ADJUST SEWER MANHOLE LID, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD S-7. :NT D TO. T ARE MEPIAN IOLANO PLAN AND �IZOFILE 1 01,1-Al2 File Nome: White-Ashe -Wide Drown: S. LOWE STREET IMPROVEMENTS- DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. Cl OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer. S. LOWE Dote: Sep. 26, 08 Checked By.- AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 9 OF 13 0 1 2 3 CONDUCTOR NOTES FxX DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS CONDUITS DESI NA TED (N)EW or (E)XIS TING REFER TO CONDUIT ONLY ALL EXISTING CONDUIT SHALL BE NEW EXCEPT WHEN NOTED AS "(E)" IN THE CONDUCTOR SCHEDULE. % ALL EXISTING CONDUIT NOT INCORPORATED INTO THE SIGNAL MODIFICATION HALL BE REMOVED OR ABANDONED IN PLACE PER STATE OF CALIFORNIA STANDARD PLAN ES -1A. PG&E SERVICE cl POINT "ALL C NL7UCTORS SHALL BE NEW-" SEE CONTROLLER CA INET DETAIL ( HIS SHEET) S a GENE AL NOTES LOC. STANDARD LIGHTING WALK W -DW PPB ST. NAME SIGN REMARKS VEHICLE SIGNALS DON'T WALK 0 0 POLE OR MAST ARM MOUNTED 6-4" CPC+T SB � ALL WIRING SHALL BE INTERNAL TO THE POLES, AND IV'D 29-5-100 15' -i U�j Lu I1A 1 ALL UNUSED, S VA GED MA TERIAL SHALL BE DELIVERED, BY x U) THE CENTER OF THE LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM THE CENTER OF THE LUMINAIRE. THE CONTRACTO , TO THE WASTEWATER PLANT 12 AT MT. 04 06 w VERNON A VENUE'SOUTH CI TY's ELECTRICAL OF HIGH WA Y 58. CONTACT THE _ SUPERVISOR, 24 HOURS PRIOR TO TRAFFIC ENGINEERING DIVISION (661) 326-3994 TWO WEEKS PRIOR TO / = d DELI VERY A T (6 1) 326-3152. 2 THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL yy 2,.mvS� g�p.,jj y� - Q SP -1- T y_ 2 ALL UTILITY LOC I TIONS SHOWN ARE APPROXIMATE ONLY, AND RL FA -- PREEMPTION DEVICES. THE CONTRACTOR SHALL FURNISH AND INSTALL m REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS SP -1-T - - C) UTILITY COMPAN ES. FINAL RESPONSIBILITY FOR LOCATING C - C Lu UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 08 5 OH cc 0 °- L T—MA T R ,C X17 ' 1 CONTRACTOR SHALL PROVIDE AN ON SITE OPTICOM TECHNICIAN CONTRACTOR SHALL CONTACT AN OPTICOM REPRESENTATIVE 48 CC �-° W RS H ovi a ° t1 D c Q) U -- 2 \ Lu CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME i 1A (EXISTING) n SP -1- T 1 OH�� z 1� FRLjH I WITHIN CONDUITS No. 20 THROUGH 35. BEGINNING AT THE SOUTH a 12 PAIR 19 A WG INTERCONNECT — CORNER OF HALF MOON DRIVE AT ASHE ROAD, THEN SOUTH TO THE NEW 29-5-100 ' 15 SV -1-T ao Ln - - WHITE LANE REMOVE AND SALVAGE EXISTING 26-3-80-45. CONTROLLER CABINET ON THE NORTHWEST CORNER OF UF 1 N MAS 1 08 02 1 FOUNDATION TION SHALL BE ABANDONED. CONTROLLER CABINET ON THE NORTHWEST CORNER OF 0 D ` 1 1 1 1 11 CONTRACTOR SHALL PULL ADDITIONAL,SLACK FROM WITHIN G lA (EXISTING) o SV -2-T SP -1-T 04 0 _ N INTO NEW CONTROLLER CABINET°'AT THE NORTHINE r CORNER' -,QF WHITE LANE AT ASHE ROAD. E f - #8 COMMON GROUND 2 2 29-5-100 15' SV -1- T SP -1- T 1 1 ASHE ROAD REMOVE AND SALVAGE EXISTING 26-J-80-45. 1 H — D- Q) MAS 1 02 1 — FOUNDA TION SHALL BE ABANDONED. — — I — CC — SEE CONTROLLER CA INET DETAIL ( HIS SHEET) S a MAST ARM SIGNALS SIGNS LOC. STANDARD LIGHTING WALK W -DW PPB ST. NAME SIGN REMARKS VEHICLE SIGNALS DON'T WALK 0 0 POLE OR MAST ARM MOUNTED 6-4" CPC+T SB � ALL WIRING SHALL BE INTERNAL TO THE POLES, AND IV'D 29-5-100 15' -i U�j Lu I1A WHITE LANE x U) THE CENTER OF THE LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM THE CENTER OF THE LUMINAIRE. 50' MAS 04 06 FOUNDATION SHALL BE ABANDONED. ® 04 A04 TRAFFIC ENGINEERING DIVISION (661) 326-3994 TWO WEEKS PRIOR TO 2 = L T -MA T 2 2 2 THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL yy 2,.mvS� g�p.,jj y� - Q SP -1- T 08 CP - RL FA -- PREEMPTION DEVICES. THE CONTRACTOR SHALL FURNISH AND INSTALL - Q) —PRJ Y BC SP -1-T - - ASHE ROAD REMOVE AND SALVAGE EXISTING 26-3-80-4 RV/C£ C - C MAS 14 CONDO TORS 08 5 OH cc 1 L T—MA T a� ,C X17 ' 1 CONTRACTOR SHALL PROVIDE AN ON SITE OPTICOM TECHNICIAN CONTRACTOR SHALL CONTACT AN OPTICOM REPRESENTATIVE 48 CC �-° W a ° t1 D c Q) U -- 2 \ Lu CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME E 1A (EXISTING) a SP -1- T 1 OH�� z FRLjH I WITHIN CONDUITS No. 20 THROUGH 35. BEGINNING AT THE SOUTH a 12 PAIR 19 A WG INTERCONNECT — CORNER OF HALF MOON DRIVE AT ASHE ROAD, THEN SOUTH TO THE NEW 29-5-100 SEE CONTROLLER CA INET DETAIL ( HIS SHEET) S 03 0 E 0 N POLE �S-CH anU LE a MAST ARM SIGNALS SIGNS LOC. STANDARD LIGHTING WALK W -DW PPB ST. NAME SIGN REMARKS VEHICLE SIGNALS DON'T WALK 0 0 POLE OR MAST ARM MOUNTED 6-4" CPC+T SB � ALL WIRING SHALL BE INTERNAL TO THE POLES, AND IV'D 29-5-100 15' -i U�j Lu SP -1- T WHITE LANE REMOVE AND SALVAGE EXISTING 26-3-80-4 U) THE CENTER OF THE LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM THE CENTER OF THE LUMINAIRE. 50' MAS 04 06 FOUNDATION SHALL BE ABANDONED. ® 04 A04 TRAFFIC ENGINEERING DIVISION (661) 326-3994 TWO WEEKS PRIOR TO 2 = L T -MA T 2 2 2 THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL B 1A (EXISTING) - Q SP -1- T 08 06 - RL FA -- PREEMPTION DEVICES. THE CONTRACTOR SHALL FURNISH AND INSTALL - Q) 15' BC SP -1-T - - ASHE ROAD REMOVE AND SALVAGE EXISTING 26-3-80-4 . C - 50' MAS 06 08 FOUNDATION SHALL BE ABANDONED. OH cc SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN IN THE FIELD. THE 1 L T—MA T a� ,C X17 ' 1 CONTRACTOR SHALL PROVIDE AN ON SITE OPTICOM TECHNICIAN CONTRACTOR SHALL CONTACT AN OPTICOM REPRESENTATIVE 48 CC a ° t1 D c Q) U -- 2 \ Lu CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME E 1A (EXISTING) a SP -1- T 1 OH�� FRLjH I WITHIN CONDUITS No. 20 THROUGH 35. BEGINNING AT THE SOUTH a 12 PAIR 19 A WG INTERCONNECT 03 0 E 0 N POLE �S-CH anU LE w MAST ARM SIGNALS SIGNS LOC. STANDARD LIGHTING WALK W -DW PPB ST. NAME SIGN REMARKS VEHICLE SIGNALS DON'T WALK 0 0 POLE OR MAST ARM MOUNTED ALL WIRING SHALL BE INTERNAL TO THE POLES, AND IV'D 29-5-100 15' SV -1- T SP -1- T WHITE LANE REMOVE AND SALVAGE EXISTING 26-3-80-4 . THE CENTER OF THE LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM THE CENTER OF THE LUMINAIRE. 50' MAS 04 06 FOUNDATION SHALL BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION (661) 326-3994 TWO WEEKS PRIOR TO 2 = L T -MA T 2 2 2 THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL B 1A (EXISTING) - SV -2- T SP -1- T 08 06 - RL FA CONTRACTOR SHALL REL OCA TE (4) EXISTING OPTICOM 711 PREEMPTION DEVICES. THE CONTRACTOR SHALL FURNISH AND INSTALL 29-5-100 15' SV -2-T SP -1-T - - ASHE ROAD REMOVE AND SALVAGE EXISTING 26-3-80-4 . C - 50' MAS 06 08 FOUNDATION SHALL BE ABANDONED. BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN IN THE FIELD. THE 1 L T—MA T CONTRACTOR SHALL PROVIDE AN ON SITE OPTICOM TECHNICIAN CONTRACTOR SHALL CONTACT AN OPTICOM REPRESENTATIVE 48 PPB HOURS PRIOR TO TURNING ON SIGNAL. D C �--4. Q' OS CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME E 1A (EXISTING) SV -2- T SP -1- T 02 FRLjH CONTRACTOR SHALL REMOVE EXISTING INTERCONNECT CONDUCTOR CONTROLLER CABINET ON THE SOUTHEAST WITHIN CONDUITS No. 20 THROUGH 35. BEGINNING AT THE SOUTH 12 PAIR 19 A WG INTERCONNECT — CORNER OF HALF MOON DRIVE AT ASHE ROAD, THEN SOUTH TO THE NEW 29-5-100 ' 15 SV -1-T SP -1-T - - WHITE LANE REMOVE AND SALVAGE EXISTING 26-3-80-45. CONTROLLER CABINET ON THE NORTHWEST CORNER OF UF 1 55' MAS 1 08 02 1 FOUNDATION TION SHALL BE ABANDONED. CONTROLLER CABINET ON THE NORTHWEST CORNER OF WHITE LANE AT WILSON ROAD. D ` L T -MA T 1 1 1 1 11 CONTRACTOR SHALL PULL ADDITIONAL,SLACK FROM WITHIN G lA (EXISTING) ` SV -2-T SP -1-T 04 02 FRL FA INTO NEW CONTROLLER CABINET°'AT THE NORTHINE r CORNER' -,QF WHITE LANE AT ASHE ROAD. E f - #8 COMMON GROUND 2 2 29-5-100 15' SV -1- T SP -1- T 1 1 ASHE ROAD REMOVE AND SALVAGE EXISTING 26-J-80-45. 1 H — 55' MAS 1 02 04 — FOUNDA TION SHALL BE ABANDONED. — — I — L T -MAT — — COAMOUCTOR SCHEDULE — I 1A (EXISTING) — SV -2- T SP -1- T 06 04 3" RL FA 2" 2" 3" 3" .. .. 2" 1 1.5" 2" 3" 2" QRpF E SS lOry pEAN F�'G' o � w Q� rn REGISTERED L ENG NEER C 46803 yF Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIPTION 2 / / S4( SIGNAL MODIFICATION OTHS 06 EK - 0 D CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE l7 E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE N -BF, FURNISHED AND INSTALLED BY THE CONTE ACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 16. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E 1043459. - 2Q CONTRACTOR SHALL CONNECT NEW AND EXISTING CONDUIT TO TYPE Ill -BF SERVICE PEDESTAL AND TO THE NEW CONTROLLER CABINET LOCATION, AND THEN REMOVE EXISTING SERVICE CABLE AND INSTALL NEW SERVICE CABLE AS INDICATED ON THE PLANS. Q3 ALL NEW SIGNAL INDICATIONS SHALL BE 12" LED "RED, "GREEN," AND "YELLOW" PER SPECIFICATIONS. -- ® CONTRACTOR SUPPLIED LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES & OC , O & 1 a ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, ED "UPRAISED HAND, " AND "WALKING PERSON" COMBO, INTERNATIONAL SYMBOL TYPES AS DETAILED IN THE SPECIFICATIONS. ©LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM ETWEEN TOP OF CURB AND NEAREST POINT OF THE BASE OF POLE; OR 5' BEHIND FLOWLINE WHERE APPLICABLE, OR AS DI ECTED BY THE ENGINEER AT THE SITE. 21 Q7 CONTRACTOR SHALL RELOCATE (4) EXISTING "AUTOSCO E" V/OEO CAMERAS ON LUMINAIRE MAST ARMS AS SHOWN ON THE P ANS - 05 - w CC ALL WIRING SHALL BE INTERNAL TO THE POLES, AND IV'D II L COAXIAL SPLICES WILL BE ALLOWED. CAMERA SHALL BE LOCATED 2' CCFROM �� THE CENTER OF THE LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM THE CENTER OF THE LUMINAIRE. SCALE: 1 = 20' 4 THE CONTRACTOR SHALL CONTACT THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION (661) 326-3994 TWO WEEKS PRIOR TO 2 = 4 2 2 2 THE SIGNAL BEING TURNED ON. PROGRAMMING SHALL YE COMPLETED BEFORE SIGNAL IS ACTIVATED. 02 - - - - - - ® CONTRACTOR SHALL REL OCA TE (4) EXISTING OPTICOM 711 PREEMPTION DEVICES. THE CONTRACTOR SHALL FURNISH AND INSTALL - - - - - - - CABLES AND MOUNTING HARDWARE (PELCO AB -121). ONE OPTICOM 754 PHASE SELECTOR UNIT WILL BE INSTALLED IN THE CABINET - BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN IN THE FIELD. THE 1 S ___ CONTRACTOR SHALL PROVIDE AN ON SITE OPTICOM TECHNICIAN CONTRACTOR SHALL CONTACT AN OPTICOM REPRESENTATIVE 48 HOURS PRIOR TO TURNING ON SIGNAL. C �--4. Q' CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONSFRCh-- 10 CONTRACTOR SHALL REMOVE EXISTING INTERCONNECT CONDUCTOR CONTROLLER CABINET ON THE SOUTHEAST WITHIN CONDUITS No. 20 THROUGH 35. BEGINNING AT THE SOUTH 12 PAIR 19 A WG INTERCONNECT — CORNER OF HALF MOON DRIVE AT ASHE ROAD, THEN SOUTH TO THE NEW - - - CONTROLLER CABINET ON THE NORTHWEST CORNER OF WHITE LANE AT ASHE ROAD. AND THEN CONTINUING EASTERLY TO THE 1 S 1 1 1 1 1 1 CONTROLLER CABINET ON THE NORTHWEST CORNER OF WHITE LANE AT WILSON ROAD. D ` 1 1 1 1 1 11 CONTRACTOR SHALL PULL ADDITIONAL,SLACK FROM WITHIN EXISTING PULL BOXES ALONG CONDUITS No. 36 THROUGH 45 AND f ` 3 �4 INTO NEW CONTROLLER CABINET°'AT THE NORTHINE r CORNER' -,QF WHITE LANE AT ASHE ROAD. E f - #8 COMMON GROUND 2 2 08 1 1 1 1 1 1 1 1 1 — — 1 1 — — — — — — I — — — — COAMOUCTOR SCHEDULE — — — — CONDUIT SIZE 2-3" 2-3" 3" 3" ,. 2" 2" 3" 3" .. .. 2" 1 1.5" 2" 3" 2" 3" 3" 3" '. 2" 2" 2" 2" 3" 2" .5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5.. — — — (E) = EXISTING (N) NEW CONDUCTOR\A/A RUN AAAAAAAA13 — — — 6 — 8 10 11 14 15 16 \A / >1 W- A 2Q 21 22 23 AAAAA&AAj I DESIGNATION N N E E E NNE E NE E N N N E N N E N E E E E E N N E E E E E E E E E 28 CONDUCTOR 4 4 2 1- 1 1 — 2- 1 1 1" C3 O 4t< 0 0� ©k ok Ok Qot4 ; &K � (jF (jv-1 - 0 K It 0 N o TO S HALF MOON `:)T -"O _... VVI L_-s�ON ROA O B / 9 CONDUCTOR — — 1 — — C011/DUCTOR SCt-�►EDULE Cont. �►-�ca��F :�yY �,��``" �, �°"� f° �-� c.- v ` -T CC` - -^mm - 5 CONDUCTOR — — 1 — — 1 1 — 1 — — 1 ` 1 — — — — — — -- — — 2" — — — — — — — — — — — — #10 LIGHTING 8 4 2 2 2 4 2 2 2— / EXISTING PLANS AND DETAILS OF THE WHITE LANE AT ASHE ROAD SIGNALIZED INTERSECTION (FILE #3.2-191); SEE NOTE No. 1 CONDUCTOR RUN 36 AAAAAAAA- 45 46 z A 3 PRE-EMPTION CABLE 4 4 2 1 1 1 — 2 1 1 1 — — — — — — — — — — — — -- — — — AND THE WHITE LANE AT WILSON ROAD — — — — — — 1 1 RG59/U VEHICLE DETECTION 4 4 2 1 1 1 — 2 1 1 1 #12 VEHICLE DETECTION CAMERA POWER ,#3.2-293) w CC 8 4 2 2 2 = 4 2 2 2 8 - - - - - - - - - - - - - - - - - - Q' 12 PAIR 19 A WG INTERCONNECT — - - - - 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ` 3 #8 COMMON GROUND 2 2 1 1 1 1 1 1 1 1 1 1 — — 1 1 — — — — — — — — — — — — — — — — — - 3: X46 % CC 8 #4 SERVICE PRIMARY — — — — — — — — — — — — — — — - — — — — — — — � A BC I #6 SERVICE (SECONDARY) 3 3 3 — — — — — — — — — — — 4 DH C3 O 4t< 0 0� ©k ok Ok Qot4 ; &K � (jF (jv-1 - 0 K It 0 N o TO S HALF MOON `:)T -"O _... VVI L_-s�ON ROA O B / C011/DUCTOR SCt-�►EDULE Cont. �►-�ca��F :�yY �,��``" �, �°"� f° �-� c.- v ` -T CC` - -^mm - l `C� LA z (li CONDUITS/ZE 2" 2., 2" 2" 2" 1 2" 2" 1 2" 2" 2" 2" w w zAB / EXISTING PLANS AND DETAILS OF THE WHITE LANE AT ASHE ROAD SIGNALIZED INTERSECTION (FILE #3.2-191); SEE NOTE No. 1 CONDUCTOR RUN 36 AAAAAAAA- 45 46 z A 3 THE ASHE ROAD AT SOUTH HALF MOON DRIVE SIGNALIZED INTERSECTION (FILE ,3.2-251); E E E E E E E E E E Ew ``' i AND THE WHITE LANE AT WILSON ROAD SIGNALIZED INTERSECTION (FILE ARE 6PAIR 19 A ING INTERCONNECT 1 1 1 1 1 1 1 1 T 1 1 Li C A VAILABLE FOR REVIEW A T THE Cl TY OF BAKERSFIELD, DEPAR TMEN T OF PUBLIC WORKS FRON T COUN TER, CONTLLER CABINET DETAILLOCATED AT 1501 TRUXTUN AVENUE. BUSINESS HOURS ARE 8 5 :. ., ; .i , .. ,- :. • ..: - NOT To SCALE a.m. to p.m. MONDAY THROUGH FRIDA Y EXCLUDING HOLIDAYS BUSINESS PHONE. • 661 326-3724 File Name. White—Ashe—Wide C/TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K 139 Date: Sep. 26, 08 TO DISTRICT BLS/ 0I GNA L MODI FI CA TION . % -16 72 Drawn: S. L0WE STREET IMPROVEMENTS- DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. Engineer: S. LOWE Checked By AT THE INTERSECTION OF WHITE LANE AT ASHE ROAD 10 OF 13 0 1 2 3 I STR/P/NG s�'c S/GN/NG NOTES � o QR°FEss/Q"�� pEAN R F 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON E PLANS. 2 10 INSTALL DETAIL 38A REGIS TERENG/NEER c 0 46803 O2 INSTALL 1 WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 11 INSTALL DETAIL 39 * Exp. 6-30-09 3O INSTALL TYPE l ARROWS 12 INSTALL DETAIL 40 CITY OF BAKERSFIELD 4O INSTALL "BIKE NE" AND ARROW MARKINGS. (SEE DETAIL ON SHEET 3) 1501 TRUX TUN AVENUE qTF CI V l\- 13 CONTRACTOR SHALL RELOCATE EXISTING ROADSIDE S/GN(S) AND ASSOCIATED BAKERSFIELD, CA 93301 OF-CA�\F O5 INSTALL DETAIL 8 GSP POSTS) PER CI TY OF BAKERSFIELD STANDARD T-19 A T LOCA TIONS O6 INSTALL DETAIL 21 ON THE PLANS REVISIONS O7 INSTALL DETAIL 28 GEXISTING ROADSIDE SIGN TO BE RELOCATED BY OTHERS No. DATE DESCRIPTION O8 INSTALL DETAIL 31 15 CONTRACTOR SHALL INSTALL ROADSIDE SIGN AS INDICATED ON THE PLANS. 09 INSTALL DETAIL 38 16 INSTALL DETAIL 39A 2 / / Ld 3 // o w z Q U) z z m�-0 SCALE: 1" = 40' �� C) !z o U) LLJ o� z +lz o +1 ; ��- d 0 0 11 477 LF cccolw 1 121 SF 13 R26(CA) c~n m m O O 90 SF ( ) 5 477 LF 1 475 SF 13 R26(CA) � 1 121 SF o O 13 R2-1(55 MPH) i - ASHE �e 9 145 LF f L_ 5 477 1 7 ��___ `° r - 11 145 LF 1 195 SF ii n a �, ° �. [- _ - _ ,� 13 R26(CA), (C _ -� - - - -- - - 1 170 SF 1 443 SF R26(CA) _ a . a _ 13 R26 A F 11 196 LF _- - _11 442 SF 5 60L - - -_ - - 5 X460 LF 14 BUS STOP "7" - MA TCH - - 4.12' x 300' TRANSITION l/ON w 2 437 SF � • : � .,. 4 18 SF , - EXISTING -- - -- - - - _ - - - -- - - - - - - - -- - _ - ---- -�-- - - - 4O 18 SF 12 109 LF • _ _ 1 _- -- - - - -- _515' x 00' TRANSITION 4 18 SF - MA TCH o - - STRIPING -- _._. .� - .- - - �-3.44 x 300 TRANSI?ION - - - --- - - - - -- � -- --- 1 47 S - 13 R2 -1(55 -MPH)- �, 6 LF �' - - - - - 9 r66 LF =- --- O- - _. • • ' ' • . , • , • '.. 1 44 SF-�- 3 30- SF - - - - _Z` 5.05' x 300' TRA TION --EXIS TING 17 O 8 LF - [ -- -- _ _ - _ 18 19 '•. .•. STRIPING - - • • : w 10 160 LF 15 TYPE (CA) •••• •- - 1 231 SF 15 TYPE K(CA) _ _ _ _ o - MATCH _" -.�. -�.. -- .. = ---- - -.._- _ _ 1 2-�4 SF ___ �_ W.... 1 �4 SF - 3 9Q- SF �_ - - o EXIS-17NG - � 3.83' x 300' TRA NSI T/ON_.__ - - - • ' ' _ _ 13 -MPH) - STRIPING - -- PAF �--4.59' x 300' TRANSI TION 12 102 LF { -_ - �-- 4.56' x 300' TRANSITION TION -` MA TCH - - - - - - ov - - - - - - - - - - 4 18 SF - 14 BUS STOP "7„- --� - = = mm= - - -.EXISTING -- - - - _ _ 4.46' x 300' TRANSI TION STRIPING 1 360 LF10 177 LF Q 13 R26(CA) 1 47 SF 0n55 477 LF 4 O O O5 477 LF O 177 LF 13 R26(CA) 1 62 S 5 460 LF .� 1O 479 SF 16 100 LF 13 R26(CA) 1 462 SF 5 460 LF ` 13 R2-1(50 MPH) 13 R26(C) 11 459 LF 1 WHITE O 90 SF /� p 1 121 SF Z 0 LANE z � 1 121 SF � lco+� Mqzq 04 U) NLL € +� Qz Nz ccow � - m cn z z O 0 V) 0 1p Q Z �- (n z H a� jn. z Iz O Iy z Nuc +1 SCALE: 1 ” = 40' w Z 1 65 SF 1 49 SF � a o z z Q�Z + a 2 99 SF ~ z www 1 120 SF Qzw F -z w j cnm m cnm 1 430 SF �z z 5 418 LF WH�TL' 9 135 LF cn w m 1 372 SF cn w w °' '~ SF 9 133 LF 1 424 SF 5 421 LF f 1 498 SF MA TCH — � EXISTING � 2.86'x288'TRA NSI TION � ---6 130 LF `� 12 102 LF � --� ---- Z'- -- -- _--- ----- ------ 6 Er o STRIPING 1 136 SF - - - - I - `° O ( 121 LF i - - _ . 90' 210' TR - _ - - - _ • • • - - - - - - - - - - 55' x 168' TRANSI TIO 3 x ANSI TION - � __ O � 2 MATCH 7 1 96 SF- - 3�$ SF _ 1 121 SF - -�- -` -EXISTING . `� - _ - - m • . , Y� f3 20 x 120 TAPER 3.35' x 168' TRANSI T1011 STRIPING •• i a MA TCH 2.80' x 168' TRANSI TION � •'' •. - a, _ EXISTING -� - — - --�? I _ 7 121 LF _ 1 96 -SF _. 3 90SF ' . • ' ' , 3.40' x l ___ -�- - - '•. ' • • ' • • . , , • _ _ _ - _ _ 68 - 5.87 x 288 TRA NSI TION MA TCH J STRIPING TRANSITION [ 20 x 120 TAPER - - - - = �` - - - - -- = = -- • ' 12 106 LF - �--- . 77' x 288' TRANSITION- _EXISTING 4 l8 SF 10 132 LF 2 STRIPING -- - -- -- - -- - -- r ► "T_ _ ... ,,.fit a- � - ' • I : `�'___ _ _ - - - - _ - _ _ _ - C' / 90 LF v SF 0 _ �- _° 1 234 SF 1 Y 5 418LF w 1 428 SF 1 0L � 1 498 SF 5 418 LF O a 1 144 SF _ 13 R26(CA) z 0 �,I� AO1_J 99 130 LF L� N� ( ) 1 421 SF 0 z J—/ 1 79 SF 13 R26(CA) 6 131 LFO� ala �z 1 137 SF cn + 5: z <10 2 109 SF w z to w c ism 1 49 SF 1 82 SF cola. w -lz z �w z - z w cn m m 0 rKA FFI C 0 TK1 PI NO A NO PA VFMFN T M� 1zK 1 NG � NI.� 1 �O� D51 D� S 1 GNI NG HOCA d C� TION �. / � �� 7,�' File Nome: White–Aske–Wide Drawn: S LOWS STREET IMPROVEMENTS= DOUBLE LEFT TURN LANE CONSTRUCTION SHEET NO. C/ OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. T7K139 Engineer., S. LOWS Date: Sep. 26, 08 Checked By.• AT THE INTERSECTION OF WHITE LANE A ASHE ROAD 11 OF 13 0 1 2 3 0 z CIO 5_� m r-) Ld F_ 0 1 Cl - I :E CL 0 pr) C6 L0 6� 00 0 0 (N Q6 C", C) U) _0 LL_ _0 C CY) Q) _0 0 0 V) 0 (1) C: 0 _C z Fh Ld ui z �l SIGN DESIGNATIONS: Cj0(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 /// BARRICADE CHANNELIZING DEVICE SIGN DIRECTION OF TRAFFIC FLOW TYPE IV ARROW (TEMPORAR F)— TEMPORARY DETAIL 38, 144 LF PH,40 Q14 lb uj Z %ft - ftj X 840 . .......... . ........... .... .............. sum— rh 'Q� " -i v _g Lu n 0, jr R"i"'N Z -g va ll� lW_ N��7 lR'ltRl�'l-lW_ pgm 7_ m Rlk-4-A-L, gg pp vm 14 N MIA C RACT 0, V ON T OR SHA L L A L TERNA TE 2`01 R Ell THE CLOSURE OF THESE DRI VEWA Y :'NITS, ENTRANCES, DURING THE CONSTRUCTION PHASH NoA. LAST OF ASHL= ROAD OF PHASE 1. ONE ENTRANCE SHALL REMA IN OPEN A T ALL TIMES. t IN *1 "N' .................... �V . .... . ...................................................... 840' 475' I , , �W_ 3 m3 Lu P" SCALE: 1 80' d .7 7 7W ... .. .. N4 "g—g- p", s,� V1541 NOTICE TO CONTRACTOR THIS MINIMUM TRAFFIC CONTROL PLAN IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR APPROVAL, AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. CRY nf= BAKERSFIELD, CALIFORNIA 0,of S I 0/v D AN A - REGIS TER-E�VIL E/`�GINEER C 46803 70 Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE C/vl e OF C BAKERSFIELD, CA 93,301 OF C RAEVISIONS No. DA TE DESCRIP TION `T271 FFIC CONTROL PHASING NOTES: - r 1� A L L TRA FFIC S TRIPING A NO PA VEMEN T MA RKINGS SHO WN ON THE PHA SE No. 1 PR?JECT PHASING AND TRAFFIC CONTROL PLAN ARE EXISTING CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AND ONE LEFT TURN LANE IN ALL S AS INDICATED ON THE PLANS. M AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON NE PLANS. CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. R4 COt I TRA C TOR SHA L L USE A PPROPRIA TE SIGNING FROM THE CURREN T "m U. T C. D. TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. R5 AC SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0. 15' EXCEPT DURING THE 2 DAY CLOSURE. R6 THE' FINA L TWO SHEE TS OF THESE PROJEC T PL A NS A RE EXCL USI VEL Y FOR TRAFFIC CONTROL SIGNING, CHANNELIZATION AND PROJECT PHASING FOR WHITE LANE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION G PER THE CURREN T V U. T C, D. " R7 ALL DIMENSIONS INDICATED ON THE PROJECT PHASING AND TRAFFIC CONTROL PLA CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND S(G'N SPACING TABLE IN THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK - THE DIMENSIONS ON SHEETS 12 & 1J COMPLY WTV THE WA. TC.H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUrS UNLESS CONDITIONS IN THE FIELD WARRANTS OTHERWISE. R8 CO/' SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-24J8 PRIOR TO SE 1 CONS TRUC TION TO COORDINA TE A L TERNA TE BUS STOP L OCA TIONS R rF9__l AC;EHSAS SHALL BE MAINTAINED DURING CONSTRUCTION. 9 TICAL GRADE DIFFERENCE SHALL NOT EXCEED 0 15' Eg CONTRACTOR SHALL NOT INSTALL TYPE /// BARRICADES UNTIL THE Two -DA y CLOSURE OF THE ENTRANCE BEING RECONSTRUCTED CONTRACTOR SHALL PRO�WrL Y REMOVE TYPE N BARRICADES FOLLOWING THE TWO -DA Y CLOSURE. ?AFFIC CONTROL GENERAL NOTES: M. U. T C. D. PAR T 6, TYPICAL APPLICA TION No. JJ SHALL BE USED FOR THIS TRAFFIC CONTROL PLAN. CONTRACTOR SHALL COMPLY WTH THE CURRENT W.U. TC.D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. � File Nome: White -A she -Wide Drawn: S. LOWE PIZOJEC7—PHAOINOAN07—KAFFIC(:�ON7—KOLI PUBLIC WORKS DEPARTMENT Job No.: T7K139 Enqineer: S. LOWE STREET IMPROVEMENTS: DOUBLE LEFT TURN i A CONSTRUCTION Date: Sep. 26, 08 Checked By. 7_77— AT THE INTERSECTION OF WHITE LA AT ASHE ROAD 1 SHEE T NO. 12 OF 1 J 3 TRAFFIC CONTROL LEGEND HASE No. I WORK AREA TEMPORARY DETAIL 38, 144 LF PH,40 Q14 lb uj Z %ft - ftj X 840 . .......... . ........... .... .............. sum— rh 'Q� " -i v _g Lu n 0, jr R"i"'N Z -g va ll� lW_ N��7 lR'ltRl�'l-lW_ pgm 7_ m Rlk-4-A-L, gg pp vm 14 N MIA C RACT 0, V ON T OR SHA L L A L TERNA TE 2`01 R Ell THE CLOSURE OF THESE DRI VEWA Y :'NITS, ENTRANCES, DURING THE CONSTRUCTION PHASH NoA. LAST OF ASHL= ROAD OF PHASE 1. ONE ENTRANCE SHALL REMA IN OPEN A T ALL TIMES. t IN *1 "N' .................... �V . .... . ...................................................... 840' 475' I , , �W_ 3 m3 Lu P" SCALE: 1 80' d .7 7 7W ... .. .. N4 "g—g- p", s,� V1541 NOTICE TO CONTRACTOR THIS MINIMUM TRAFFIC CONTROL PLAN IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR APPROVAL, AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. CRY nf= BAKERSFIELD, CALIFORNIA 0,of S I 0/v D AN A - REGIS TER-E�VIL E/`�GINEER C 46803 70 Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE C/vl e OF C BAKERSFIELD, CA 93,301 OF C RAEVISIONS No. DA TE DESCRIP TION `T271 FFIC CONTROL PHASING NOTES: - r 1� A L L TRA FFIC S TRIPING A NO PA VEMEN T MA RKINGS SHO WN ON THE PHA SE No. 1 PR?JECT PHASING AND TRAFFIC CONTROL PLAN ARE EXISTING CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AND ONE LEFT TURN LANE IN ALL S AS INDICATED ON THE PLANS. M AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON NE PLANS. CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. R4 COt I TRA C TOR SHA L L USE A PPROPRIA TE SIGNING FROM THE CURREN T "m U. T C. D. TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. R5 AC SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0. 15' EXCEPT DURING THE 2 DAY CLOSURE. R6 THE' FINA L TWO SHEE TS OF THESE PROJEC T PL A NS A RE EXCL USI VEL Y FOR TRAFFIC CONTROL SIGNING, CHANNELIZATION AND PROJECT PHASING FOR WHITE LANE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION G PER THE CURREN T V U. T C, D. " R7 ALL DIMENSIONS INDICATED ON THE PROJECT PHASING AND TRAFFIC CONTROL PLA CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND S(G'N SPACING TABLE IN THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK - THE DIMENSIONS ON SHEETS 12 & 1J COMPLY WTV THE WA. TC.H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUrS UNLESS CONDITIONS IN THE FIELD WARRANTS OTHERWISE. R8 CO/' SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-24J8 PRIOR TO SE 1 CONS TRUC TION TO COORDINA TE A L TERNA TE BUS STOP L OCA TIONS R rF9__l AC;EHSAS SHALL BE MAINTAINED DURING CONSTRUCTION. 9 TICAL GRADE DIFFERENCE SHALL NOT EXCEED 0 15' Eg CONTRACTOR SHALL NOT INSTALL TYPE /// BARRICADES UNTIL THE Two -DA y CLOSURE OF THE ENTRANCE BEING RECONSTRUCTED CONTRACTOR SHALL PRO�WrL Y REMOVE TYPE N BARRICADES FOLLOWING THE TWO -DA Y CLOSURE. ?AFFIC CONTROL GENERAL NOTES: M. U. T C. D. PAR T 6, TYPICAL APPLICA TION No. JJ SHALL BE USED FOR THIS TRAFFIC CONTROL PLAN. CONTRACTOR SHALL COMPLY WTH THE CURRENT W.U. TC.D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. � File Nome: White -A she -Wide Drawn: S. LOWE PIZOJEC7—PHAOINOAN07—KAFFIC(:�ON7—KOLI PUBLIC WORKS DEPARTMENT Job No.: T7K139 Enqineer: S. LOWE STREET IMPROVEMENTS: DOUBLE LEFT TURN i A CONSTRUCTION Date: Sep. 26, 08 Checked By. 7_77— AT THE INTERSECTION OF WHITE LA AT ASHE ROAD 1 SHEE T NO. 12 OF 1 J 3 w 0 J Lu Z Q V) m 0 w 1--- O m m O NO C6 Ln N 00 0 0 C"'i Q N L E Q) 4-1 a� co a w N O N SIGN DESIGNATIONS: C30(CA) LANE CLOSED G20-2 END ROAD WORK W4 -7(B) THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-5(8) LEFT LANE CLOSED AHEAD ® TYPE Ill BARRICADE • CHANNELIZ/NG DEVICE -a- SIGN -► DIRECTION OF TRAFFIC FLOW TYPE IV ARROW (TEMPORARY) Q LuZ J Z MAXIMUM DURING PHASE No. 2 SCALE: 1 " = 80' NOTICE TO CONTRACTOR THIS MINIMUM TRAFFIC CONTROL PLAN IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR APPROVAL, `. AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. m ra- Lu Z J Z to G Lu ` Z QRpfESSiON ��O�� ID AN REGISTERED ENGINEER C 46803rri * Exp. 6-30-09 CITY OF BAKERSFIELD J'�9 P 1501 A BAKERSF ELD,NCAVENUE 93301 TF OF CA0 REVISIONS No. DA TE DESCRIP TION X171 / / TRAFFIC CONTROL PHASING NOTES: 1Q TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASE No. 2. PR6JECT PHASING AND, TRAFFIC CONTROL PLAN BETWEEN STA. 14+60 TO 25+25 ON WHITE LANE AND 6+75 TO 15+50 ON ASHE ROAD IS THE UL T/MA TE CONFIGURATION CONTRACTOR SHALL REFER TO SHEET 10 FOR LANE WIDTHS. Q2 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. R3 CO TACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U. T.C.D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRI FFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. M5 AC ESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © THE FINAL TWO SHEETS OF THESE PROJECT PLANS ARE EXCLUSIVELY FOR TRFFIC CONTROL SIGNING, CHANNELIZA TION AND PROJECT PHASING FOR WHITE LANE. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIG ING PER THE CURREN T "M. U. T. C. D. E7 AL DIMENSIONS INDICATED ON THE PROJECT PHASING AND TRAFFIC CONTROL PL NS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACINGA TABLE IN THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" TH DIMENSIONS ON SHEETS 12 & 13 COMPL Y WITH THE W.A. T. C.H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUTS UNLESS CONDITIONS IN THE FlE D WARRA N TS 0 THERW/SE. ® CONTRACTOR SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR TO PHASE 1 CONSTRUCTION TO COORDINA TE AL TERNA TE BUS STOP LOCA TIONS. Q9 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VE TICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' 10 CONTRACTOR SHALL NOT INSTALL TYPE Ill BARRICADES UNTIL THE TWO—DAY CLOSURE OF THE ENTRANCE BEING RECONSTRUCTED. CONTRACTOR SHALL PROMPTLY REMOVE TYPE 111 BARRICADES FOLLOWING THE TWO—DAY CLOSURE. RAFFIC CONTROL LEGEND um� PHASE No. 2 WORK AREA Q LuZ J Z MAXIMUM DURING PHASE No. 2 SCALE: 1 " = 80' NOTICE TO CONTRACTOR THIS MINIMUM TRAFFIC CONTROL PLAN IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR APPROVAL, `. AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. m ra- Lu Z J Z to G Lu ` Z QRpfESSiON ��O�� ID AN REGISTERED ENGINEER C 46803rri * Exp. 6-30-09 CITY OF BAKERSFIELD J'�9 P 1501 A BAKERSF ELD,NCAVENUE 93301 TF OF CA0 REVISIONS No. DA TE DESCRIP TION X171 / / TRAFFIC CONTROL PHASING NOTES: 1Q TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASE No. 2. PR6JECT PHASING AND, TRAFFIC CONTROL PLAN BETWEEN STA. 14+60 TO 25+25 ON WHITE LANE AND 6+75 TO 15+50 ON ASHE ROAD IS THE UL T/MA TE CONFIGURATION CONTRACTOR SHALL REFER TO SHEET 10 FOR LANE WIDTHS. Q2 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. R3 CO TACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U. T.C.D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRI FFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. M5 AC ESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © THE FINAL TWO SHEETS OF THESE PROJECT PLANS ARE EXCLUSIVELY FOR TRFFIC CONTROL SIGNING, CHANNELIZA TION AND PROJECT PHASING FOR WHITE LANE. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIG ING PER THE CURREN T "M. U. T. C. D. E7 AL DIMENSIONS INDICATED ON THE PROJECT PHASING AND TRAFFIC CONTROL PL NS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACINGA TABLE IN THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" TH DIMENSIONS ON SHEETS 12 & 13 COMPL Y WITH THE W.A. T. C.H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUTS UNLESS CONDITIONS IN THE FlE D WARRA N TS 0 THERW/SE. ® CONTRACTOR SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR TO PHASE 1 CONSTRUCTION TO COORDINA TE AL TERNA TE BUS STOP LOCA TIONS. Q9 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VE TICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' 10 CONTRACTOR SHALL NOT INSTALL TYPE Ill BARRICADES UNTIL THE TWO—DAY CLOSURE OF THE ENTRANCE BEING RECONSTRUCTED. CONTRACTOR SHALL PROMPTLY REMOVE TYPE 111 BARRICADES FOLLOWING THE TWO—DAY CLOSURE. File Name: White—Ashe—Wide Drawn: S LOWS STREET IMPROVEMENTS- DOUBLE LEFT TURD LANE CONSTRUCTION SHEET NO. Cl OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWE Date: Sep. 26, 08 Checked By.- AT THE INTERSECTION, OF WHITE LANE A ASHE ROAD 13 OF 13 TRAFFIC CONTROL GENERAL NOTES: 1 M. U. T.C.D. PART 6, TYPICAL APPLICATION No. 30 SHALL BE USED FOR THIS TRAFFIC CONTROL PLAN. 2 CONTRACTOR SHALL COMPL Y WITH THE CURRENT "M: U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. File Name: White—Ashe—Wide Drawn: S LOWS STREET IMPROVEMENTS- DOUBLE LEFT TURD LANE CONSTRUCTION SHEET NO. Cl OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K139 Engineer: S. LOWE Date: Sep. 26, 08 Checked By.- AT THE INTERSECTION, OF WHITE LANE A ASHE ROAD 13 OF 13