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HomeMy WebLinkAbout6.1-1720 RevisedLIST OF DRAWINGS SHEE T 7 SHEE T 2 — 4 SHEE T 5 — 9 SHEE T 10 SHEET 71 SHEE T 72 SHEE T 13 – 14 SHEE T 15 – 16 SHEET 17 – 18 Tl TL E SHEET ROAD WAY SECTIONS ACCESS RAMP DETAILS WILSON ROAD PA VEMEN T FDR WIBLE ROAD PA VEMEN T FDR HUGHES LANE PA VEMEN T FDR WILSON ROAD PROJECT PHASING WIBLE ROAD PROJECT PHASING HUGHES LANE PROJECT PHASING BENCHMARK WILSON ROAD: SEE SHEET 10 WIBLE ROAD: SEE SHEET 17 HUGHES LANE: SEE SHEET 12 BASIS OF BEARING WILSON ROAD: SEE SHEET 10 WIBLE ROAD: SEE SHEET 11 HUGHES LANE: SEE SHEET 12 CITY STANDARDS CITY OF A 1-1<ERS�IELD DEPARTMENT GF PUBLIC WORKS PAVEMENT REHABILITATION 2009 PHASE 3 S-1, S-2, S-3, S-7, S-29, S-35, S-40, T-19 STATE STANDARDS V#Irj^ F? I C> " s L C> CZA^ Tl <:)p ^I S WILSON ROAD, WH/TE LANE TO PLANZ ROAD WIBLE ROAD., PACHECO ROAD TO WH/TE LANE HUGHES LANE .. WH/TE LANE TO PLANZ ROAD FEDERAL PROJECT No. ESPL 5709 (753) W.V. EXISTING MONUMENT WATER VALVE G.M. ❑ FU TUBE MONUMEN T ® GA S ME TER S.L. G.V. 3� STREET LIGHT DQ GAS VALVE STREET LIGHT W/MAST ARM 4� BENCHMARK C.O. CLEAN OUT M*- AUrO SCOPE O PRE–EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES RSP A 88A (DATED SEPTEMBER 01, 2006), A 88B CONVENTIONAL SYMBOLS_ STRIPING, DETAIL 8 (PAIN T) EA SEMEN T — — EXIST CURB & CUTTER STRIPING, -- RIGHT–OF–WAY --------------- EXIST A. C. FL0WLINE TRAFFIC — CEN TERL INE 28 (PAINT) EXIS T EDGE OF PA VEMEN T LF 1111111111111111111 111114- RAILROAD TRACKS DETAIL GUA RD RAIL 3,063 x CHAIN LINK FENCE STRIPING, IMPRO VEMEN TS 36 (PAINT) 90 UTILITY SYMBOLS STRIPING, DETAIL W EXIST WA TER LINE s EXIST SEWER LINE STRIPING, G EXIST GAS LINE SD EXIST STORM DRAIN TRAFFIC OH EXIST AERIAL E EXIST UNDERGROUND LF TRAFFIC LINES DETAIL POWER LINE 1,200 TV EXIST UNDERGROUND T EXIST UNDERGROUND SF FIRE H YDRAN T PA VEMEN T TV CABLES 40 PHONE L INE O EXIS T OIL LINE FO EXIST FIBER OPTIC LINE 1-01 MANHOLE F.H. � FIRE H YDRAN T P.P. W.M. -w POWER POLE ❑ WATER METER W.V. EXISTING MONUMENT WATER VALVE G.M. ❑ FU TUBE MONUMEN T ® GA S ME TER S.L. G.V. 3� STREET LIGHT DQ GAS VALVE STREET LIGHT W/MAST ARM 4� BENCHMARK C.O. CLEAN OUT M*- AUrO SCOPE O PRE–EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES �\PUTTING AMERICA � TO WORK PROJECT FUNDED BY THE American Recovery and Dni n�in��r�nnn� A o►4 STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: Job No.: TOK224 File Path: K: \LDD-ENGINEERING\200'9-Economic- Stimulus- Wible Road\dwg File Name: Wible-Recon.dwg PROJECT LENGTH 1.5+ MILES RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR Q DESS/pN r. SFO DEAN q� F APPROVAL RECOMMENDED BY: Q1) C 46803 Ex 6-30-11 I O O9 * p, * A SISTANT P LIC WORKS DIRECTOR f DATE J`]gTF C / V' OF CALF CIVIL ENGINEER IV - DE GN ENGINEERING DATE TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2009 PHASE 3 - VARIOUS LOCATIONS NO 1 WILSON ROAD, WHITE LANE TO PLANZ ROAD of 1 WIBLE ROAD, PACHECO ROAD TO WHITE LANE 18 HUGHES LANE, WHITE LANE TO PLANZ ROAD SHEETS 0 1 2 3 "I is TRAFFIC STRIPING, DETAIL 8 (PAIN T) 9,528 LF TRAFFIC STRIPING, DETAIL 21 (PAINT) 5,004 LF TRAFFIC STRIPING, DETAIL 28 (PAINT) 302 LF TRAFFIC STRIPING, DETAIL 31 (PAINT) 3,063 LF TRAFFIC STRIPING, DETAIL 36 (PAINT) 90 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 1,118 LF TRAFFIC STRIPING, DETAIL 38A (PAIN T) 215 LF TRAFFIC STRIPING, DETAIL 39 (PAIN T) 3, 217 LF TRAFFIC STRIPING, DETAIL 39A (PAIN T) 1,200 LF PA VEMEN T MARKINGS (WHI TE PAIN T) 2,799 SF FIRE H YDRAN T PA VEMEN T MARKERS 40 EA �\PUTTING AMERICA � TO WORK PROJECT FUNDED BY THE American Recovery and Dni n�in��r�nnn� A o►4 STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: Job No.: TOK224 File Path: K: \LDD-ENGINEERING\200'9-Economic- Stimulus- Wible Road\dwg File Name: Wible-Recon.dwg PROJECT LENGTH 1.5+ MILES RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR Q DESS/pN r. SFO DEAN q� F APPROVAL RECOMMENDED BY: Q1) C 46803 Ex 6-30-11 I O O9 * p, * A SISTANT P LIC WORKS DIRECTOR f DATE J`]gTF C / V' OF CALF CIVIL ENGINEER IV - DE GN ENGINEERING DATE TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2009 PHASE 3 - VARIOUS LOCATIONS NO 1 WILSON ROAD, WHITE LANE TO PLANZ ROAD of 1 WIBLE ROAD, PACHECO ROAD TO WHITE LANE 18 HUGHES LANE, WHITE LANE TO PLANZ ROAD SHEETS 0 1 2 3 "I is QRpFESS/O,y F� pEAN q� co� REGIS T RED Cl VlLGINEER C 46803 45' 45' * Exp. 6-30-11 CITY OF BAKERSFIELD 46' to 34' 34' 1501 TRUX TUN AVENUE 9TF' c/VEL O�� BAKERSFIELD, CA 93301 OF CALF 0 o REV/S/ONS j No. DA TE DESCRIP TION I oZ z NEW FINISHED GRADE o z o EX/STING PA l/EMENT z EXISTING PA VEMENT o z W NEW FINISHED GRADE v� v STOGHT RAoicyr 4 / / Q GRADE o O C� J 6" (PER MUTCD 2003 CALIFORNIA Q SUPPLEMENT FIGURE 3B-102) I -- _ -� EXISTING MEDIAN CURB I I 111 I I I m FIRE HYDRANT 4'd f LLJ ~o TRAFFIC FLOW I — -- FIRE HYDRANT MARKER 4 1 EXISTING PAVEMENT GRADE TRAFFIC FLOW — V ° � " -- --- -- 0.20' TYPE "A" ASPHALT 0.20' TYPE "A " ASPHAL T II NEW FINISHED GRADE 0.50' EMULSF/ED ASPHAL T TREA TED BASE 0.50' EMULSFIED ASPHAL T TREA TED BASE a NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.50' �. EMULSIFIED ASPHALT TREATED BASE m 4 AND 0.20' AC CAP THROUGHOUT THE Q0_ FIRE HYDRANT LIMITS OF THIS PROJECT, IN ORDER COMPLYWITH HEGRADING/SOP NG MARKER L OCA T/ONS DETAIL A NOTES INDICATED ON THESE DETAILS. o NOT TO SCALENor TO SCALE A TYPICAL ROADWAY SECTION -WILSON ROAD 0 N z STA. 20+64 TO STA. 47+50 NOT TO SCALE IfiN N c 0 _0cf) c B/KE LANE W/O THS- UNLESS NOTED OTHERWISE: 5' WIDE AT CURB AND GUTTER 4' A T CURB ONLY TERM/NA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT o ,/ MID -ARC POINTS OF THE CURB RETURNS BEGIN DE TAIL 39 A T ECR W/ PA VEMENT MARKING f ----~ 1. 75' 2.5' 2.5' o m 0 PA SEMEN T MARKING (WHITE) END DETAIL 39 A T BCR WHEN DETAIL I 39A /S NOT SHOWN ON PLAN E LAN cin _ : : _ o PA VEMENT MARKINGS (WHITE) PER STANDARD END DETAIL 39A AT BCR PLAN A2 E E INCLUDE DETAIL 39A ONLY WHERE o SHOWN ON PLAN, OMIT DETAIL 39A 61K U WHEN NOT SHOWN ON PLAN �j TERM/NA TE ALL LANE LINES ON 0 200' A LINE CONNECTING THE MID -ARC DETAIL 39 o PO/NTS OF THE CURB RETURNS N z TYPICAL TERM/NAT/ON OF LANE STRIPING BIKE LANE PA YEMEN T W AT INTERSECT/ONS WITH NO STOP BARS MARK/NG DETAIL W z CD NO T TO SCALE NO T TO SCALE W I 0 -1 1-11 - , j - / Y DETAIL✓ AND 11ZOA19WAY SECTION File Nome- alible -Recon Drawn: S. L0WE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By ALL LOCATIONS 2 OF 78 0 1 2 3 w 0 J w z Q W 0 Li 0 J n 0 N n Q0 N Ln 4 0 0 N Ln N aD c CD 7u c 0 U Q) i 0 0 W E U O c O U W 0rn 0 0 N c� z ry III w z CDz w 0 J _. 55' 45' A/rlA/ r/AJlni ir-n nn • nr � cr �rv`TF e_- I j_j_( ..»I 0.20 TYPE A ASPHALT - 0. 60' SPHALT0.60' EMULSFIED ASPHAL T TREA TED BASE - Sq., 55' 45' EXIST/NG MEDIAN ISLAND CV/C`T/AI/' r)A1/rI/I-A/T 0 J� Qc / r I III III III iiI Z� 0.20' TYPE "A" ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE B 1 TYPICAL ROADWAY SECTION—W/BLE ROAD 3 J S7A. 21134 TO STA. 21172 55' 45' EXISTING PA VEMENT — NEW FINISHED GRADE Vil E E 0.20' TYPE "A " ASPHAL T 0.60' EMULSFIED ASPHAL T TREA TED BASE 55' 45' NOT TO SCALE O OF -AN R F �tiiy�j �� OHO CROWN OF ROA DWA Y SHALL yt Exp. 6-30-11 TRANSITION FROM 0.00' to -0.20' m o AND FROM -0.20' to -0.00' v SEE SHEET 11 FOR LIMI TS Wo DESCRIP TION z QW z EXISTING PA I/EMENT v NEW FINISHED �- GRADE 0 1� -3 ISI -_III I� tj 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREA TED BASE _III I I I --I I 0.20' TYPE "A" ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE LC;TYP/CAL ROADWAY SECTION—W/BLE ROAD 3 STA. 21+72 TO STA. 32+0o STA. 35+00 TO STA. 41+J5 55' 45' 45' NEW FINISHED GRADE EXISTING PA VEMENT STRAP AjE I IIIA X11 III I --- ���I II 0.20' TYPE "A" ASPHALT �— 0.20' TYPE "A " ASPHAL T 0.60' EMULSFIED ASPHAL T TREA TED BASE – 0.60' EMULSFIED ASPHAL T TREA TED BASE Iz 0 O LQ mo �o Lo z �z v EXISTING PA VEMENT z v NEW FINISHED GRADE — .. I I I'I I m I ISI I ISI (I ; x 55' NOT TO SCALE 0 / I •5 J , I III III �� =��h III�I11 E i 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREA TED BASE (iJ 1 TYPICAL ROADWAY SECTION—W/BLE ROAD / E\ TYPICAL ROADWAY SECT/DN—W/BLE ROAD � 3 ) sra. 32+00 70 STA. 35100 CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE 3 STA. 41+J5 TO STA. 45+80 y File Nome: Wible—Recon Drawn: S. L0WE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Dote: Jun. 25, 09 Checked By. j77— NO TO SCALE fzOADW.g7 PAVEMENT REHABILITATION 2009 PHASE 3 -- WIBLE ROAD QRpIESS/0Nv OF -AN R F �tiiy�j �� OHO REGISTERED Cl VIL E INFER � C 46803 � yt Exp. 6-30-11 CITY OF BAKERSFIELD �P qTF 1501 TRUXTUN AVENUE OFF BAKERSFIELD, CA 93301 CA, REVISIONS No. DA TE DESCRIP TION 4 / / NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. SEC770NO VARIOUS L OCA TIONS SHEE T NO. 3 OF 18 0 1 2 3 w 0 J Li z Q U) m w 0 J m 0 N ^II n ro 0 0 0 0 N N U C: a U) C_ ry 0 C 0 J a� o, / / N Q) C 0 J N I E Cn I U 0 C 0 U w I rn 0 0 N c� z w I z z w I 0 0 / 50' 41' 42' 50' I 0 v =o �Iv zL z z 0.05' to 0.34'- �z o EXISTING MEDIAN ISLAND 0.00' to 0.23± v I EXISTING PA VEMENT EX/ST/NG CONCRETE SLAB v NEW FINISHED GRADE NEW FINISHED GRADE 5TRgIGHTGfZAPE fI (I ILI -_.._I I I�..I I � I � I�..I I �� E � � I � 11� III III 111 I I x:20' TYPE "A" ASPHALT 0.20' TYPE "A" ASPHALT 0.70' EMULSF/ED ASPHAL T 0.70' EMULSFIED ASPHAL T TREATED BASE TREATED BASE F TYPICAL ROADWAY SECTION -HUGHES LANE 4 STA. 20+55 TO STA. 21+31 NOT TO SCALE 0 55' 34' 34' E 0 z� v Q J �Io Z) (i Q) ? o EXIST/NG PA CEMENT NEW FINISHED GRADE J zNEW FINISHED GRADE - EXISTING PA I/EMENT z� W 11' to 0.34' �'Iv �Nh7 0.20' TYPE "A" ASPHALT 0.70' EMULSF/ED ASPHAL T TREATED BASE 55' z 0 0.16' to 0.37' O 50' to 46' 41' to 37' W 0.16' to 0.34' 0 NEW FINISHED GRADE EXISTING PA CEMENT-----, T a I 50' to 46' 42' to 39' 0 z� v LQ o =1v z o 0.30' to 0.36' ,W W EX/STING PA VEMENT Z NEW FINISHED GRADE vl� si LH II _ 1 -� _I11� III- I_ 0.20' TYPE "A" ASPHALT 0.70' EMULSFIED ASPHAL T TREATED BASE 0.20 TYPE A ASPHALT 0.70' EMULSFIED ASPHAL T TREATED BASE G TYPICAL ROADWAY SECTION -HUGHES LANE 4_) STA. 21+31 TO STA. 23+91 45' 34' z Q) NEW FIN/SHED GRADE EXISTING PA CEMENT 0.25' to 0.42' 45' 34' CROWN OF ROADWAY SHALL S z TRANSITION FROM 0.00' to -0.15' j AND FROM -0.15' to -0.10' _ 11 III 11 I I� 11=1 0.20' TYPE "A" ASPHALT 0.70' EMULSFIED ASPHAL T TREATED BASE O 50' to 46' 41' to 37' W 0.16' to 0.34' 0 NEW FINISHED GRADE EXISTING PA CEMENT-----, T a I 50' to 46' 42' to 39' 0 z� v LQ o =1v z o 0.30' to 0.36' ,W W EX/STING PA VEMENT Z NEW FINISHED GRADE vl� si LH II _ 1 -� _I11� III- I_ 0.20' TYPE "A" ASPHALT 0.70' EMULSFIED ASPHAL T TREATED BASE 0.20 TYPE A ASPHALT 0.70' EMULSFIED ASPHAL T TREATED BASE G TYPICAL ROADWAY SECTION -HUGHES LANE 4_) STA. 21+31 TO STA. 23+91 45' 34' z Q) NEW FIN/SHED GRADE EXISTING PA CEMENT 0.25' to 0.42' 45' 34' ^� ',G "✓` _ t � y� � I I I } I� ISI -�11 I I� 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREATED BASE f � III Ill�lr 0.20' TYPE "A" ASPHALT 0.60' EMULSFIED ASPHAL T TREATED BASE NOT TO SCALE H1 TYPICAL ROADWAY SECTION -HUGHES LANE TYPICAL ROADWAY SECT/DN-HUGHES l_DNF 4,) sra. 23+91 TO sra. 28+00 CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE 4 STA. 28+00 TO STA. 35+00 STA. 35+00 TO STA. 46+00 File Nome. -Hughes Lane FDR Drawn: S. L0WE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. REWAL Date: Jun. 25, 09 Checked By. 4 QRpFESS/0N� 0 A R REGIS TERPD C/ VIL EN INEE R C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1507 TRUXTUN AVENUE qTF c/vj` 0�� BAKERSFIELD, CA 93301 OF CA- REV/S/ONS No. DA TE DESCRIP TION 1 / / 2 / / ,S47 NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. M 9OADWAY SECTION✓ PA VEMENT REHAB/LITH TION 2009 PHASE 3 -- 'VARIOUS LOCA TIONS SHEET NO. HUGHES LANE 4 OF 18 I I F- I I O 1 2 1 3 CROWN OF ROADWAY SHALL z TRANSITION FROM 0.00' to -0.15' j AND FROM -0.15' to -0.10' Lj SEE SHEET 12 FOR LIMI TS i I v � NEW FINISHED RA D G DE 0.22' to 0.41 ' W EXISTING PA VEMENT zL W vlv I ^� ',G "✓` _ t � y� � I I I } I� ISI -�11 I I� 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREATED BASE f � III Ill�lr 0.20' TYPE "A" ASPHALT 0.60' EMULSFIED ASPHAL T TREATED BASE NOT TO SCALE H1 TYPICAL ROADWAY SECTION -HUGHES LANE TYPICAL ROADWAY SECT/DN-HUGHES l_DNF 4,) sra. 23+91 TO sra. 28+00 CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE 4 STA. 28+00 TO STA. 35+00 STA. 35+00 TO STA. 46+00 File Nome. -Hughes Lane FDR Drawn: S. L0WE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. REWAL Date: Jun. 25, 09 Checked By. 4 QRpFESS/0N� 0 A R REGIS TERPD C/ VIL EN INEE R C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1507 TRUXTUN AVENUE qTF c/vj` 0�� BAKERSFIELD, CA 93301 OF CA- REV/S/ONS No. DA TE DESCRIP TION 1 / / 2 / / ,S47 NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. M 9OADWAY SECTION✓ PA VEMENT REHAB/LITH TION 2009 PHASE 3 -- 'VARIOUS LOCA TIONS SHEET NO. HUGHES LANE 4 OF 18 I I F- I I O 1 2 1 3 EXISTING TREE 1" = 10' MATCH LEGEND 0 EXISTING SIGN PROPOSED SIGN EXISTING WATER VALVE —O— EXISTING FIRE HYDRANT EXISTING STREET LIGHT/SIGNAL - — — — — — — — — - EXISTING CONCRETE RIGHT OF WAY 7 5' 8.8t t' -A 21.7' FLOWLINE CURVE DA- D = 90'5C R = 20.01 L = 31.73 T = 20.31 WILSON RD. & NUTMEG DR. C i NOTES No. CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM 01 STANDARD PLAN A88A AND THE DETAILS SHOWN ON WHICH CONFLICTS WITH NEW RAMP i 21.2' 8.2' 5' 8' RELOCATE STREET LIGHT AS SHOWN AND AS 2 CONSTRUCT NEW CASE HANDICAP RAMP PER CALTRANS EXISTING PALM IJ2 STANDARD PLAN A88A AND THE DETAILS SHOWN ON +. THIS PLAN, INCLUDING CURB AND GUTTER 3 3 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONSTRUCT NEW CASE "C" HANDICAP RAMP PER FLOWLINE CURVE DATA 133 CALTRANS STANDARD PLAN A88A AND THE DETAILS P-�GN M 4.1 SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER D = 89'18'57" 8.33 10 B.5 ° LR = 31..54' 0 70 4 T= 19.99 7 5' 8.8t t' -A 21.7' FLOWLINE CURVE DA- D = 90'5C R = 20.01 L = 31.73 T = 20.31 WILSON RD. & NUTMEG DR. C i NOTES I FLOWLINE CURVE DATA D = 94'47'16" R = 19.79' L = 32.74' T = 21.52' EXISTING MASONRY WALL WILSON RD. & CHICORY DR. REGISTERED CIVIL ENGI -7., -2009 DATE REVISIONS DA TE DESCRIP TION OWLINE RVE DATA = 82'25'12" = 19.64' = 28.25' = 17.2' QRpFESSrpNq` ti F G5 IAN J. PARKS 1+� No. 58155 z * Exp. 8-30-10 9y CIV11- OF CA%- - �k _lsoo 30tn street, site 260 � Bakersfield, California 93301 �. 661 327-1969 fr7e Nome• Wilson Ramps.dwg Drawn: JDM PAVEMENT REHABILITA TION 2009 PHASE 3 VARIOUS LOCA TONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Dofe: JUNE 2009 Checked By. lJP ACCESS RAMP RECONSTRUCTION 5 OF 18 0 1 2 3 No. CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM 01 STANDARD PLAN A88A AND THE DETAILS SHOWN ON WHICH CONFLICTS WITH NEW RAMP i THIS PLAN, INCLUDING CURB AND GUTTER "B" 14 RELOCATE STREET LIGHT AS SHOWN AND AS 2 CONSTRUCT NEW CASE HANDICAP RAMP PER CALTRANS DIRECTED BY THE ENGINEER IJ2 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER 3 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONSTRUCT NEW CASE "C" HANDICAP RAMP PER 133 CALTRANS STANDARD PLAN A88A AND THE DETAILS 4.1 SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER CONTRACTOR SHALL ADJUST PULL BOXES TO MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION I FLOWLINE CURVE DATA D = 94'47'16" R = 19.79' L = 32.74' T = 21.52' EXISTING MASONRY WALL WILSON RD. & CHICORY DR. REGISTERED CIVIL ENGI -7., -2009 DATE REVISIONS DA TE DESCRIP TION OWLINE RVE DATA = 82'25'12" = 19.64' = 28.25' = 17.2' QRpFESSrpNq` ti F G5 IAN J. PARKS 1+� No. 58155 z * Exp. 8-30-10 9y CIV11- OF CA%- - �k _lsoo 30tn street, site 260 � Bakersfield, California 93301 �. 661 327-1969 fr7e Nome• Wilson Ramps.dwg Drawn: JDM PAVEMENT REHABILITA TION 2009 PHASE 3 VARIOUS LOCA TONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Dofe: JUNE 2009 Checked By. lJP ACCESS RAMP RECONSTRUCTION 5 OF 18 0 1 2 3 0 1 2 3 O W J V Ll ., SCALE:1 "= lop HUGHES LANE & TEAL STREET i POUR 6" RETAINING CURB RETAINING CURB CURVE DATAAGAINST EXIST. WALL sj J �� V)371„35 F� D = 615951" NC �i R = 15.50' L = 16.77' T = 9.31 `O m� m� �' ' { MOVE STREET SIGN 372.06/ ° 371.511 HC -GB bw-"' . �-°� 5°O CURB CURVE DATA D = 90°0'0" LO 0.29% R 20.00 = 3 stg 37_1,,34 FL L = 31.42' T = 20.00' 2.31' IiZ l SAWCUT & PAVEMENT I i TIE-IN PATTI COURT 17 FLOWLINE 1' 864 �i 3 SIS ,�'�• p�`" a-) 6 ��0 0.19% tc"' I � "' 65'` FLOWLINE i S CP �l CURB CURVE DATA RETAINING CURBti D = 90'0'0" CURVE DATA \1'�' hp0 '��?�^ R = 20.00' D = 69'17 53"POUR „.� L = 31.42' , R = 15.50' L = 18.75' RETAINING CURB \372 0$ Bw 6 371 9 FC COL T = 20.00' T = 10 71' AGAINST EXIST. WALL w 313 bw-m I 5 3'9A8 h I WEST FLOWLINE REVISIONS No. DA TF DESCRIPTION 1 / / 2 / / 3 srq I 1 26x95 8 1 8p 6.25' 32'33 t� W m AMP ON G RAMP FLOWLINE 000bo 3�' 69 �` .... (� 6 WIDE '1 W 372.49 B 371.69 37225 6.25' SSP 26 8 I I I I I EAST FLOWLINE CENTER NEW HANDICAP R THE EXISTIN HUGHES LANE & PATTI COURT 3j� i I I r TO REMAINEXIST CATCH BASIN EXIST. CATCH RETAINING CURB 3� 1 I BASIN TO REMAIN o o ►.061- CURVE O CURVE DATA S� 3 8� 2 R = 81 *4'3" ti ��h �•.. �°r 1 °��G ��° A68f ® �` ^, o L = 21.22' T = 12.83' �h� I M 70 6" RETAINING 30� "'= �� i '' 36 M ` 055 8w S 0�47�HC 86 > •sa ^ 37 bw, �o 369.88 F� �' FLOWLINE MATCH PULL BOX TO ° CURVE DATA I SLOPE OF SIDE RAMP F 3.68 co g fi�� ° D = 90'0'0" 369 P�s� r s � � . `� •9 � R = 20.00 FLOWLINE 0 L = 31.42 CURVE DATA 3' 1 AP > T = 20.00' D = 9o•os'23" X69 ```�.. SCALE:1 =10 NOTES: LANDSCAPING: RELOCATE PULL BOX I R = 20.00 �g �" by s� CONTRACTOR SHALL REVISE ALL LANDSCAPING AND IRRIGA11ON L = 31.46 T = 20.05' 36' Sp , � �� ; NECESSARY TO ALLOW FULL CONSTRUCTION OF THE CURBS GUTTERS AND SIDEWALKS REQUIRED ON �3 0,•0 3 � SIDEWALKS, , 0.63' 3.49' 5.14' THESE PLANS AT NO EXTRA COST TO THE CITY. ALL LANDSCAPE AND IRRIGA11ON ITEMS SHALL BE RESTORED IN i LIKE OR BETTER KIND. LANDSCAPING TO BE RETAINED THAT RELOCATE TRAFFIC MAY BE AFFECTED BY THE SHUT-OFF OF IRRIGATION WATER SIGNAL PULL BOX DURING CONSTRUCTION SHALL BE MANUALLY WATERED BY THE CONTRACTOR AND CONTINUALLY MAINTAINED DURING THE _I CONSTRUCTION PERIOD. w� ADJUSTING MISC. ITEMS: _ CONTRACTOR SHALL ADJUST ALL PULL BOXES, WATER VALVES �� AND MANHOLES WITHIN THE LIMITS OF CONCRETE PLACEMENT. = ITEMS SHALL BE SET FLUSH WITH THE DESIGN GRADE OF THE t� I CONCRETE. OFESR. BIa�, c �. i OF I ALt��g�\� Mey r - - - - - - - - - - - _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ � WHITE LANE _ _ _ G -i9 •a9 �E" Civil Engineering, Inc. HUGHES LANE &WHITE LANE 110 S Montclair t., Ste. 104, Bakersfield, CA 93309 L� ACCESS CURB RAMP DESIGN Phone 661-836-9834 FAX 661-836-9761 y File Name. COB09001HC.DWG Drawn: ARM/CVB PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K126 Engineer.- RDM Date. 6129109 Checked By. HUGHES LANE - TEAL STREET, PA TTI COURT AND WHITE LANE 8 OF 18 0 1 2 3 2S3j, 6' AIN m 3 42 SFW4, �. cnl 372.54 FL 373.21LLJI = SLOPE MANHOLE COVER TO MATCH SLOPE OF SIDE RAMP LO CURVE DATAF� D = 90'0'0" �� R = 20.00' i L = 31.42 T = 20.00' `3g9, 9�' o c �i oXc� 563, 7.75' i 2.82' _ _ _ _ _ _ _ - _ TEAL STREET _ _ i i 2.08' 3.68' to8` CURVE DATA S F� D = 90'00'00" N R = 20.00' C6 L = 31.42 S I T = 20.00' o �1 0 o 1.50% 6 lr\ I HUGHES LANE & TEAL STREET i POUR 6" RETAINING CURB RETAINING CURB CURVE DATAAGAINST EXIST. WALL sj J �� V)371„35 F� D = 615951" NC �i R = 15.50' L = 16.77' T = 9.31 `O m� m� �' ' { MOVE STREET SIGN 372.06/ ° 371.511 HC -GB bw-"' . �-°� 5°O CURB CURVE DATA D = 90°0'0" LO 0.29% R 20.00 = 3 stg 37_1,,34 FL L = 31.42' T = 20.00' 2.31' IiZ l SAWCUT & PAVEMENT I i TIE-IN PATTI COURT 17 FLOWLINE 1' 864 �i 3 SIS ,�'�• p�`" a-) 6 ��0 0.19% tc"' I � "' 65'` FLOWLINE i S CP �l CURB CURVE DATA RETAINING CURBti D = 90'0'0" CURVE DATA \1'�' hp0 '��?�^ R = 20.00' D = 69'17 53"POUR „.� L = 31.42' , R = 15.50' L = 18.75' RETAINING CURB \372 0$ Bw 6 371 9 FC COL T = 20.00' T = 10 71' AGAINST EXIST. WALL w 313 bw-m I 5 3'9A8 h I WEST FLOWLINE REVISIONS No. DA TF DESCRIPTION 1 / / 2 / / 3 srq I 1 26x95 8 1 8p 6.25' 32'33 t� W m AMP ON G RAMP FLOWLINE 000bo 3�' 69 �` .... (� 6 WIDE '1 W 372.49 B 371.69 37225 6.25' SSP 26 8 I I I I I EAST FLOWLINE CENTER NEW HANDICAP R THE EXISTIN HUGHES LANE & PATTI COURT 3j� i I I r TO REMAINEXIST CATCH BASIN EXIST. CATCH RETAINING CURB 3� 1 I BASIN TO REMAIN o o ►.061- CURVE O CURVE DATA S� 3 8� 2 R = 81 *4'3" ti ��h �•.. �°r 1 °��G ��° A68f ® �` ^, o L = 21.22' T = 12.83' �h� I M 70 6" RETAINING 30� "'= �� i '' 36 M ` 055 8w S 0�47�HC 86 > •sa ^ 37 bw, �o 369.88 F� �' FLOWLINE MATCH PULL BOX TO ° CURVE DATA I SLOPE OF SIDE RAMP F 3.68 co g fi�� ° D = 90'0'0" 369 P�s� r s � � . `� •9 � R = 20.00 FLOWLINE 0 L = 31.42 CURVE DATA 3' 1 AP > T = 20.00' D = 9o•os'23" X69 ```�.. SCALE:1 =10 NOTES: LANDSCAPING: RELOCATE PULL BOX I R = 20.00 �g �" by s� CONTRACTOR SHALL REVISE ALL LANDSCAPING AND IRRIGA11ON L = 31.46 T = 20.05' 36' Sp , � �� ; NECESSARY TO ALLOW FULL CONSTRUCTION OF THE CURBS GUTTERS AND SIDEWALKS REQUIRED ON �3 0,•0 3 � SIDEWALKS, , 0.63' 3.49' 5.14' THESE PLANS AT NO EXTRA COST TO THE CITY. ALL LANDSCAPE AND IRRIGA11ON ITEMS SHALL BE RESTORED IN i LIKE OR BETTER KIND. LANDSCAPING TO BE RETAINED THAT RELOCATE TRAFFIC MAY BE AFFECTED BY THE SHUT-OFF OF IRRIGATION WATER SIGNAL PULL BOX DURING CONSTRUCTION SHALL BE MANUALLY WATERED BY THE CONTRACTOR AND CONTINUALLY MAINTAINED DURING THE _I CONSTRUCTION PERIOD. w� ADJUSTING MISC. ITEMS: _ CONTRACTOR SHALL ADJUST ALL PULL BOXES, WATER VALVES �� AND MANHOLES WITHIN THE LIMITS OF CONCRETE PLACEMENT. = ITEMS SHALL BE SET FLUSH WITH THE DESIGN GRADE OF THE t� I CONCRETE. OFESR. BIa�, c �. i OF I ALt��g�\� Mey r - - - - - - - - - - - _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ � WHITE LANE _ _ _ G -i9 •a9 �E" Civil Engineering, Inc. HUGHES LANE &WHITE LANE 110 S Montclair t., Ste. 104, Bakersfield, CA 93309 L� ACCESS CURB RAMP DESIGN Phone 661-836-9834 FAX 661-836-9761 y File Name. COB09001HC.DWG Drawn: ARM/CVB PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K126 Engineer.- RDM Date. 6129109 Checked By. HUGHES LANE - TEAL STREET, PA TTI COURT AND WHITE LANE 8 OF 18 0 1 2 3 W v Vlw ti B J m Q F-- w m 0 m m 0 w f-- 0 J m 0 Ln I I m Ln 0 0 N N Q) C a 3 -a 0 0 N 0 It 0 I 0 LL_ C 0 U) / N I a 0 m I c 0 I E I U E 0 C 0 U w I 0 0 N C� Z w w z z w I 0 J / Y STRIPING NOTES: O APPL Y PAINT CROSS WALK STRIPING. (WHITE) O APPLY PAINT, DETAIL 9 O APPLY PAINT DETAIL 22 OAPPLY PAINT, DETAIL 36 O5 APPLY PAINT DETAIL 38 O6 APPLY PAINT DETAIL 39 O7 APPLY PAINT BIKE LANE PAVEMENT MARKINGS 8O APPLY PAINT TYPE I V(L) OR I V(R) ARROW AS INDICA TED ON PLAN. O9 APPLY PAINT DETAIL 39A S YMB OLS ADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. no 90 LF 45 SF 18 SF 130 LF ry n8 90 SF m 375 LF ( 3 860 LF 2 230 L F % 1` @200 LF ; Q 7 18 SF f ; El 20 LF ■ 200 LF SCALE: I "=50' 017 b1435 LF 2 595 LF T 3 450 LF GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CON TRAC TOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS OA TED MA Y 2006. r CITY OF BAKERSFIELD, CALIFORNIA Job allo.wll S TOK2244072009 Drawn: g eer•RL NF PUBLIC WORKS DEPARTMENT Date: Jun. 26, 09 Checked By � CURVE DATA R= 2,260.00' Z�= 45039'01" L= 1,800.65' T= 951.18' i 7 18 SF 2 a"" 1 20 LF El \ 2 115 LF ~ 9 115 LF k Y �'A CO BASIS OF BEARING THE CENTERLINE OF WILSON ROAD FROM THE MONUMENT AT THE INTERSECTION OF WHITE LANE AT WILSON ROAD STA. 20+00, TO THE MONUMENT AT THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.,36, WAS USED AS THE BASIS OF BEARING = NORTH O1' 03' 59" EAST BENCHMARK THE MONUMEN T A T THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.36 MONUMEN T EL EV. = 367.94 NAD83 DA TUM I L9 1 PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS L OCA TIONS WILSON ROAD — WHITE LANE TO PLANZ ROAD ✓( C� L? SHEET NO. 10 OF 18 1 2 3 QRpFESS/ON F� DEAN �� REGISTERED Cl VI L ENt3INEER w � C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE OF BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION �4 7 GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CON TRAC TOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS OA TED MA Y 2006. r CITY OF BAKERSFIELD, CALIFORNIA Job allo.wll S TOK2244072009 Drawn: g eer•RL NF PUBLIC WORKS DEPARTMENT Date: Jun. 26, 09 Checked By � CURVE DATA R= 2,260.00' Z�= 45039'01" L= 1,800.65' T= 951.18' i 7 18 SF 2 a"" 1 20 LF El \ 2 115 LF ~ 9 115 LF k Y �'A CO BASIS OF BEARING THE CENTERLINE OF WILSON ROAD FROM THE MONUMENT AT THE INTERSECTION OF WHITE LANE AT WILSON ROAD STA. 20+00, TO THE MONUMENT AT THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.,36, WAS USED AS THE BASIS OF BEARING = NORTH O1' 03' 59" EAST BENCHMARK THE MONUMEN T A T THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.36 MONUMEN T EL EV. = 367.94 NAD83 DA TUM I L9 1 PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS L OCA TIONS WILSON ROAD — WHITE LANE TO PLANZ ROAD ✓( C� L? SHEET NO. 10 OF 18 1 2 3 a...._ .... ...... 3 ;__L � O PACHECO Y 90A0 J w z Q 1' WIDE STOP BAR AND O� CROSS WALK MARKINGS. (WHITE) 2O m TYPE IV ARROWS F 0 w 0 V) 1 J DETAIL 31 E 0 0 LLJ = Cf) \3�j II (0 CV U) x = - INSTALL U) 4 S IL Lu Z = �V C� Q0 N J U cr_ 10_ > \, %0 LF O9 Q � m\ 4 9 F Lu o o INSTALL Ems. U-11 -- Lr> N ADJUSTED BY OTHERS. T 1 T C I BEG1 N 3.00' x 150' a INSTALL 6' DIAMETER 1 TRA l TION w w 3 z CD c 0 0 0 o' EXIST11 "ONS—TRUC—T1 04 _ I O -S, R-2 I R/W i TING A T- GRADE WCRETE PANELS OLE S. J. V. R. R. R/W--1 0 3 j C 0EXISTING CONSTR C1 0 1 RIW �J0 -- BEGIN 9' x\405' TRANSITION S. J. V, ". R/W RAW I _ o W 4 s _. 3 4 L T� T v. uj L _ ;I .� W W 2 1 T/ON. uj 0 O .... ... co w PGE ------ — E. W 31 co R/W KOAP—Oil /?/w I SCALE: 1 " = 40' CATTLE 091 L` O C oda N��o .v. wN. F.H. z o o E§ tFELEV.: 3 .� ...�... ..._._.. . �... ®� ....... fes..._ _ �..... ...� ____cn v � o ELEV.: 3 T- — m WIBLE �►3 BASIS OF BEARING THE CENTERLINE OF WIBLE ROAD FROM THE MONUMENT A T THE SOUTHEAST CORNER OF SECTION 14, T 30 S., R. 27 E., A T STA. 20+00, TO THE MID- SEC TION MONUMEN T A T THE IN TERSEC TION OF WIBLE ROAD AT WHITE LANE, STA. 46+45.57, WAS USED AS THE BASIS OF BEARING = NORTH 00' 35' 15" EAST CITY OF BAKERSFIELD, CALIFORNIA A] G A E.G. ELEV.: 371,15 F.C. ELEV.: 370.95 SCALE: 1 " = 40' File Name: fele-Recon PUBLIC WORKS DEPARTMENT Job No.: TOK224 Date: Jun. 25, 09 STRIPING NOTES: C:) W = G 1' WIDE STOP BAR AND O� CROSS WALK MARKINGS. (WHITE) 2O E TYPE IV ARROWS F INSTALL V) u) DETAIL 31 E W`— Z \ \ 0 J 'N INSTALL w ROADWAY TO BE 0\ \ O8 o Q � m N 4\ " 'Lu TRANSVERSE LINES O9 INSTALL .. 10 INSTALL DETAIL 21 � ADJUSTED BY OTHERS. z INSTALL I BEG1 N 3.00' x 150' L INSTALL 6' DIAMETER 1 TRA l TION w w 7 3 z CD EXIST11 "ONS—TRUC—T1 04 _ w BEGIN 9' x\405' TRANSITION S. J. V, ". R/W RAW I _ o W 4 s _. 3 4 L T� T v. uj L _ ;I .� W W 2 1 T/ON. uj 0 O .... ... co w PGE ------ — E. W 31 co R/W KOAP—Oil /?/w I SCALE: 1 " = 40' CATTLE 091 L` O C oda N��o .v. wN. F.H. z o o E§ tFELEV.: 3 .� ...�... ..._._.. . �... ®� ....... fes..._ _ �..... ...� ____cn v � o ELEV.: 3 T- — m WIBLE �►3 BASIS OF BEARING THE CENTERLINE OF WIBLE ROAD FROM THE MONUMENT A T THE SOUTHEAST CORNER OF SECTION 14, T 30 S., R. 27 E., A T STA. 20+00, TO THE MID- SEC TION MONUMEN T A T THE IN TERSEC TION OF WIBLE ROAD AT WHITE LANE, STA. 46+45.57, WAS USED AS THE BASIS OF BEARING = NORTH 00' 35' 15" EAST CITY OF BAKERSFIELD, CALIFORNIA A] G A E.G. ELEV.: 371,15 F.C. ELEV.: 370.95 SCALE: 1 " = 40' File Name: fele-Recon PUBLIC WORKS DEPARTMENT Job No.: TOK224 Date: Jun. 25, 09 STRIPING NOTES: O INSTALL 1' WIDE STOP BAR AND O� CROSS WALK MARKINGS. (WHITE) 2O INSTALL TYPE IV ARROWS O3 INSTALL DETAIL 8 0INSTALL DETAIL 31 0INSTALL ROADWAY TO BE DETAIL 38 06INSTALL G.V. DETAIL 38A O7 INSTALL RAILROAD ROADWAY TO BE CROSSING SYMBOL O8 INSTALL 2' WIDE �� TRANSVERSE LINES O9 INSTALL "ONL Y" MARKINGS 10 INSTALL DETAIL 21 s YMB OLS aADJUST MANHOLE LID, 2 C90�- FRAME AND COVER. PER O� C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER D� C.O.B. DRAWING S-29. W.V. WATER VALVE IN cnv ROADWAY TO BE E.G.ELEV.:31.08 cnv� i rr FiFv• ; tnR ADJUSTED BY OTHERS. G.V. DQ GAS VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. PG&E �� MANHOLE/GAS VALVE TO BE ADJUSTED BY OTHERS. AT&T �� MANHOLE TO BE ADJUSTED BY OTHERS. INSTALL 6' x 50' TYPE "C" LOOP. O INSTALL 6' DIAMETER TYPE "E" LOOP. Drawn: S. L0WE Engineer: N. GREWAL Checked By. O 2 C90�- 2 O� F.G. ELEV.: O� D� cnv E.G.ELEV.:31.08 cnv� i rr FiFv• ; tnR ���1 Zn CS F6 Drawn: S. L0WE Engineer: N. GREWAL Checked By. WHITE 0 LANE T� QRpFESS/pN ID AN OHO REGISTERED CIVIL EN INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD J'�9 C/Vj\_ �\P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA`�FO� REVISIONS No. DA TE DESCRIP TION 3 / / LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 3 OF THESE PROJECT PLANS. 0 ,t R/W---- 1 11 ' x 500' SI TION _ i A w W A IT - CD = C+ co � co co 71 W W Z J Q W �m W W 1 CONSTRUCTION NOTES: 1M CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. F2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER ACCESS RAMP DETAIL SHEET 9. f 31 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. F4 CONTRACTOR SHALL RECONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1, AT THE LOCA TIONS INDICA TED ON THE PLANS. R5 CON TRACTOR SHALL RECONS TRUC T POR TION OF DRI VEWA Y A T L OCA TION(S) INDICATED ON THE PLANS �6 CON TRACTOR SHALL RECONS TRUC T DRI VEWA Y A T L OCA TION(S) INDICATED ON THE PLANS ❑7 CONTRACTOR SHALL RECONSTRUCT SIDEWALK AT LOCATION INDICATED ON THE PLANS. F8 CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER 01, 2006) GENERAL NOTES: 1 ALL UT/LI TY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L DCA TING UTILITIES /N THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED MA Y 2006. 3 THE POSTED SPEED LIMIT ON WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. WH/TE V LANE I PAVEMENT RECONSTRUCT/ON PLAN 1 PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD, PACHECO ROAD TO WHITE LANE SHEE T NO. 11 OF 18 2 3 E.C. ELEV.: 371.15 3 F.G. ELEV.: 370.95 WHITE 0 LANE T� QRpFESS/pN ID AN OHO REGISTERED CIVIL EN INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD J'�9 C/Vj\_ �\P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA`�FO� REVISIONS No. DA TE DESCRIP TION 3 / / LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 3 OF THESE PROJECT PLANS. 0 ,t R/W---- 1 11 ' x 500' SI TION _ i A w W A IT - CD = C+ co � co co 71 W W Z J Q W �m W W 1 CONSTRUCTION NOTES: 1M CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. F2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER ACCESS RAMP DETAIL SHEET 9. f 31 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. F4 CONTRACTOR SHALL RECONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1, AT THE LOCA TIONS INDICA TED ON THE PLANS. R5 CON TRACTOR SHALL RECONS TRUC T POR TION OF DRI VEWA Y A T L OCA TION(S) INDICATED ON THE PLANS �6 CON TRACTOR SHALL RECONS TRUC T DRI VEWA Y A T L OCA TION(S) INDICATED ON THE PLANS ❑7 CONTRACTOR SHALL RECONSTRUCT SIDEWALK AT LOCATION INDICATED ON THE PLANS. F8 CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER 01, 2006) GENERAL NOTES: 1 ALL UT/LI TY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L DCA TING UTILITIES /N THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED MA Y 2006. 3 THE POSTED SPEED LIMIT ON WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. WH/TE V LANE I PAVEMENT RECONSTRUCT/ON PLAN 1 PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD, PACHECO ROAD TO WHITE LANE SHEE T NO. 11 OF 18 2 3 w 0 1 w z Q Ln m 0 w O J n WHITE PATrI A F cvicTiAic 1 r)A11'0r TC Cl AQ J107SF 7 SF A HUOHEO I A A I t""' gni ir�r 1 W CD LU co co CV _ \A I--- ~ cry U- W z_J J =O Q m —� W Lu ■ (n 1 ALL U TIL I T Y L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. THE POSTED SPEED LIMIT ON HUGHES LANE IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE / /ART / /A/P'/cTnP Pd y i i-%ig-iivv #V% -,F i `y _ CONTRACTOR SHALL REMOVE EXISTING 1) INSTALL 1' WIDE STOP BAR AND O INSTALL DETAIL 28 CROSS WALK MARKINGS. (WHITE) OINSTALL DETAIL 31 INSTALL TYPE IV ARROWS O INSTALL DETAIL 38 3) INSTALL DETAIL 8 O INSTALL "PED" MARKINGS INSTALL DETAIL 21 n9 INSTALL "XING" MARKINGS QRpFESS/ONq ID AN REGISTERED CIVIL EN13INEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIV1�- 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA0 REVISIONS No. DA TE I DESCRIP TION SYMBOLS ® ADJUST MONUMENT LID, INSTALL FRAME AND COVER. PER 6' x 50' TYPE "C" LOOP. C.O.B. DRAWING S-29. O ADJUST MANHOLE LID, WN, FRAME AND COVER. PER WATER VALVE IN O INSTALL 6' DIAMETER C.O.B. DRAWING S-7. ROADWAY TO BE TYPE "E" LOOP. ADJUSTED BY OTHERS. I 11—QIo � �I 111__ I II --� I II y �.dw E.G. ELEV.: 374.70 I*o 1 �QQ F.C. ELEV.: 374.60 I 1 Lu f _ r �/w v 4, o E. G. ELEV.: 37 9 I __ R� � I __ v W o R/W o w LLjv�mW� F.G. ELEV.: 372.94 vi4i cn�4,� v,W W OZ- - - ;z - - - - -rv- ru . - - - - - - —� _ -___ _ ��� _ O Z EEE +8 s ..._...®� --_ oo F 71 \' Q �- U � o W = W o Lri N Z w, U > ` `. �,� �, U O C Q LLJ m S7 -- SD SD _ —� Q m --- ic W I - - R/W E.G. ELE . • 373.; 7 0 F. R W __ -- — - - - - I E.G. ELEV.: 374.56 R/W cWWn � f . G. ELEV.: 373.2 I I I I F.G. ELEV.. 374.41 ( I ❑ I 1 I_ SCALE 1HUOHEO I i LANE 0 C a J V) Q) D TEAL LEGEND FULL DEPTH RECLAMATION IN AREAS CONTRACTOR SHALL REMOVE EXISTING CONTRACTOR SHALL SAWCUT EXISTING INDICATED ON THE PLANS. THE DEPTH CONCRETE SLAB AND FILL VOID WITH PAVEMENT AT WESTERLY LIMITS OF CURB OF PULVERIZATION AND EXCAVATION EXCESS F.D.R. FROM PROJECT THEN CAP AND GUTTER TIE-IN, AND CONSTRUCT TYPE SHALL CONFORM TO THE ROADWAY WITH 0.20' TYPE "A" ASPHALT CONCRETE. "B" ASPHALT CONCRETE PAVEMENT TIE-IN. SECTIONS ON SHEET ** OF THESE SEE SECTION *-* ON SHEET * FOR DETAILS. A.C. THICKNESS SHALL BE 0.30' MINIMUM. PROJECT PLANS. N F- 1 W 1 = W co O = - 2 C/) - E 00C/) CO = u' ¢ ~ f v co I E w = 0 C z �, o J L = . I w o Q m� 0 W f , \ z W L _ z 1 0 z iE w I ✓AN '; ,AVE. iILORENZO -. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome. -HU hes Lone FDR Drawn: S. L0WE Job No.: TOK224 Engineer: N. GREWAL Dote: Jun. 25, 09 Checked By: O b WX7 A W - m G .. - A8 -- - SD _ ---1- _ I ✓AN LORENZO YWF'. BASIS OF BEARING THE CENTERLINE OF HUGHES LANE FROM THE MONUMENT A T THE IN TERSEC TION OF WHITE LANE AT HUGHES LANE STA. 20+00, TO THE MONUMENT A T THE IN TERSEC TION OF PLANZ ROAD A T HUGHES LANE, STA. 46+44.63, WAS USED AS THE BASIS OF BEARING = NORTH DO. 37' 02" EAST BENCHMARK THE MONUMENT A T THE CENTERLINE INTERSECTION OF HUGHES LANE A T PLANZ ROAD MONUMENT ELEV. = 374.97 NAD83 DA TUM CONSTRUCTION NOTES: 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT L OCA TIONS INDICATED ON THE PLANS. 2❑ CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS PER ACCESS RAMP DETAIL SHEETS 7 & 8. 3❑ NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. 4❑ CONTRACTOR SHALL RECONSTRUCT TYPE "A" CURB AND GUTTER PER C.O.B. STD. S-1, AT THE L OCA TIONS INDICA TED ON THE PLANS. PLANZ ROAD PAVEMENT FULL DEPTH RECLAMATION PLAN lf� PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS HUGHES LANE, WHITE LANE TO PLANZ ROAD 0 0 SHEET NO. 12 OF 78 1 2 3 w 0 J w z Q T m 0 w F- F -- 0 J m 0 I I c� z a m I m 0 0 U) N I 0 m I c 0 Cn D E cn I U E 0 C 0 U w I rn O O N z Li w z U z w I 0 0 J 04 1 25 26 LLLLLLLLLLLLLLLL LLC_.!._.LL-LL._Lt-r-LL=LL=LL-ELLL—LL-I=-L.LL LLLL 27 \ a / LL-LLt7LLLLLL LLLLL-t:'LLL.LLL ...... _ ` \ \\ LLQ LLLL LLLIJ--L_J ..L --1IiI L.J. LJ 1__Iw_LLLL 1._LLLL-�LLL.L ........_ �. .6 L L LCL L L L Lk t_2 L L Ll- === ---- — = = - L_l_ l L�- �L LLL LL �L''-- L.1 i �� -`' -- -- __ _` - ,-�.I- L_L_LL_L..LL LLLLL. L L� EV QRpF E 1 10N pEAN Q� C—) Cy- C 46803 yt Exp.6-30-11 CITY OF BAKERSFIELD s� �P 1501 TRUXTUN AVENUE qTF _ C�� BAKERSFIELD, CA 93301 OF CA,\- REVIS/ONS No. DA TE I DESCRIP TION LLLL L- L L;L� rA / /� / - - �-'� �LL� LLLLLL_ a / �3Z [ LL.LIrL # €� ��- _- YV�L�OlY ```=-L_I�LL_LL_L L(L��L / / L �/ _ ` ~-ALL LLL --LLL a % SCALE : 1 — 60 �' 1,LLLLLLI, L I 4,10 ALL_ -LLL LL -LLLL L L1_ LL LL -LL `1 L LLL�l-L,- / / L LLLL LL L �L L LL LL L LL LL-�--LLL L - LLL -LLL �# L LLL_ mmL y, 1 L L LLLL-1 L L ..._ ...., L CL L l_ L _l-- ``' " LL L L -i- L L L L L L Li- l_ L L L w_ LL L L L_- L._ L_ E L _ _ ❑7 - 4L. -L �. -L LL€_� _L-LE_LL _ _ _ - Z L L_ L_ L L LLL L _. 37 LLLL-Lt-l--LLLLLL. LLI'.` LL-L_L�.LLLLL^LL[:-E:LL-LJ-LLLLLL LLL 1_l.. L L LLLLLLLLL� -o LLLL LLL'GC_ LLLL---tLLC-LLL_L 6j L L„ 1- L_ L 1C -L L '� LLLLLLL LI # -~ L LLL., -LLtr L LLQ - — ..Too. _ ay — -- —40 L L L_ L L.LL- L tt L. L L [ L-1 's LLLLL( LLLL LLLL LLL L�. 1_� 0! UL�LLLLLL,LLLC LL-L-LL_LL--t=L_Lt7T-LL iLLLLLL_ LLLL_ LL__L-# LlLLL_LL_L_Lal___.L_�Ll._C-LLI....LLLLLLLLLL.LLLLLLLL LLL( LLL -L LLLLLLLLLL..LL�LL_L_I__L.�LL LL)K -- WILSON ' sage v� HALF- WID TH OF EXISTING ROA DWA Y I HALF- WID TH OF EXISTING ROA OWA Y _# # - ... PHASE No, I FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL 0.20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT STA GE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA E2 at LL_L _ LCA L L L L L AB LL�I_LLL_E J \ LL.C_LL_LLJ,/ LLLLSLL ,� \\ SCALE: 1 " = 60' TRAFFIC CONTROL PHASING NOTES: 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. GD. 2❑ NOT USED. F3 CONTACT CI TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. F5 NOT USED. © SHEETS U THRU 18 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D. ". Q7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' File Nome: WilsonFDR-PHASING Drown: S. LOWE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. QZ F STREET AND � OF CONSTRUCTION I _ VARIES SOUTH BOU N D PHASE 2 WIDTH VARIES 14' Min. l 12' Min. Varies TEMPORARY STRIPING CHANNELIZING DEVICE m SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS --1 ;�-� - VARIES NORTH BOUND PHASE 1 WIDTH VARIES WILSON ROAD CONSTRUCTION PHASING. SEE PLANS FOR L OCA TIONS PHASE No. I PROJECT PHASING PLAN PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WILSON ROAD, WHITE LANE TO PLANZ ROAD NO T TO SCALE 0 1 0- SHEE T NO. 13 OF 18 2 3 PHASING LEGEND LLLLLLL PHASE WORK I CONSTRUCTION AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA 25 26 LLLLLLLLLLLLLLLL LLC_.!._.LL-LL._Lt-r-LL=LL=LL-ELLL—LL-I=-L.LL LLLL 27 \ a / LL-LLt7LLLLLL LLLLL-t:'LLL.LLL ...... _ ` \ \\ LLQ LLLL LLLIJ--L_J ..L --1IiI L.J. LJ 1__Iw_LLLL 1._LLLL-�LLL.L ........_ �. .6 L L LCL L L L Lk t_2 L L Ll- === ---- — = = - L_l_ l L�- �L LLL LL �L''-- L.1 i �� -`' -- -- __ _` - ,-�.I- L_L_LL_L..LL LLLLL. L L� EV QRpF E 1 10N pEAN Q� C—) Cy- C 46803 yt Exp.6-30-11 CITY OF BAKERSFIELD s� �P 1501 TRUXTUN AVENUE qTF _ C�� BAKERSFIELD, CA 93301 OF CA,\- REVIS/ONS No. DA TE I DESCRIP TION LLLL L- L L;L� rA / /� / - - �-'� �LL� LLLLLL_ a / �3Z [ LL.LIrL # €� ��- _- YV�L�OlY ```=-L_I�LL_LL_L L(L��L / / L �/ _ ` ~-ALL LLL --LLL a % SCALE : 1 — 60 �' 1,LLLLLLI, L I 4,10 ALL_ -LLL LL -LLLL L L1_ LL LL -LL `1 L LLL�l-L,- / / L LLLL LL L �L L LL LL L LL LL-�--LLL L - LLL -LLL �# L LLL_ mmL y, 1 L L LLLL-1 L L ..._ ...., L CL L l_ L _l-- ``' " LL L L -i- L L L L L L Li- l_ L L L w_ LL L L L_- L._ L_ E L _ _ ❑7 - 4L. -L �. -L LL€_� _L-LE_LL _ _ _ - Z L L_ L_ L L LLL L _. 37 LLLL-Lt-l--LLLLLL. LLI'.` LL-L_L�.LLLLL^LL[:-E:LL-LJ-LLLLLL LLL 1_l.. L L LLLLLLLLL� -o LLLL LLL'GC_ LLLL---tLLC-LLL_L 6j L L„ 1- L_ L 1C -L L '� LLLLLLL LI # -~ L LLL., -LLtr L LLQ - — ..Too. _ ay — -- —40 L L L_ L L.LL- L tt L. L L [ L-1 's LLLLL( LLLL LLLL LLL L�. 1_� 0! UL�LLLLLL,LLLC LL-L-LL_LL--t=L_Lt7T-LL iLLLLLL_ LLLL_ LL__L-# LlLLL_LL_L_Lal___.L_�Ll._C-LLI....LLLLLLLLLL.LLLLLLLL LLL( LLL -L LLLLLLLLLL..LL�LL_L_I__L.�LL LL)K -- WILSON ' sage v� HALF- WID TH OF EXISTING ROA DWA Y I HALF- WID TH OF EXISTING ROA OWA Y _# # - ... PHASE No, I FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL 0.20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT STA GE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA E2 at LL_L _ LCA L L L L L AB LL�I_LLL_E J \ LL.C_LL_LLJ,/ LLLLSLL ,� \\ SCALE: 1 " = 60' TRAFFIC CONTROL PHASING NOTES: 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. GD. 2❑ NOT USED. F3 CONTACT CI TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. F5 NOT USED. © SHEETS U THRU 18 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D. ". Q7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' File Nome: WilsonFDR-PHASING Drown: S. LOWE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. QZ F STREET AND � OF CONSTRUCTION I _ VARIES SOUTH BOU N D PHASE 2 WIDTH VARIES 14' Min. l 12' Min. Varies TEMPORARY STRIPING CHANNELIZING DEVICE m SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS --1 ;�-� - VARIES NORTH BOUND PHASE 1 WIDTH VARIES WILSON ROAD CONSTRUCTION PHASING. SEE PLANS FOR L OCA TIONS PHASE No. I PROJECT PHASING PLAN PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WILSON ROAD, WHITE LANE TO PLANZ ROAD NO T TO SCALE 0 1 0- SHEE T NO. 13 OF 18 2 3 w 0 J w z Q U) m 0 w O J n O Q 00 O N 6j O O N N a 7D f- 3 C� z u� Q I 0 LL- C 0 i N I 0 0 m Z 0 V) E r� V E 0 C 0 V w O O N 1-1 CD z ry w w z 0 z w 0 0 J -. PHASING LEGEND PHASE I CONSTRUCTION LLLLLLL WORK AREA LLLLLLL PHASE 2 CONSTRUCTION WORK AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. QRpFESS/pN ID AN • i \,O �� /GGA REGISTERED CIVIL E GINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 7507 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION ---' -- WILSON / � SCALE: 1 " = 60' �~ PHASE No. I GENERAL NOTES: 1 CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. 61 AO -- I---'" SCALE: 1 " 60' WILSON 5A6E DRIVE HALF -WIDTH OF EXISTING ROADWAY rrfiLr — Mu lr1 ur KUHUWfi r EMULSIF/ED ASPHALT TREA TED.: BASE PHASE No. 2 FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL 0.20' PA VEMENT LIFT- W/DTH VARIES PAVEMENT ✓0/N7S SHALL BE ON LANE LINES FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA ss. TRAFFIC CONTROL PHASING NOTES: 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT V. U. T. C. D. 2� NOT USED. F2 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT VU. TCD. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN WI TH CONSTRUCTION PHASING LANES M NOT USED. © SHEETS 13 THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T C.O. " F STREET AND � OF CONSTRUCTION VARIES SOUTH BOU N D PHASE 2 WIDTH VARIES VARIES NORTH BOUND PHASE I WIDTH VARIES Varies 1 12' Min. 14' Min. SEE PA VEMEN T FULL DEPTH RECLAMATION PLANS FOR PAVING LMTS CHANNELIZ/NG DEVICE TEMPORARY — STRIPING WILSON ROAD CONSTRUCT/ON PHASING scc PLANS FOR Baca noNs NOT TO scacF PHASE No.2 �7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' =CT f:;HASING fILAN File Nome.- WilsonFDR-PHASING Drawn: S. LOWE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. J PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WILSON ROAD, WHITE LANE TO PLANZ ROAD 0 1 SHEE T NO. 14 OF 18 2 3 m N 7n 4 0) O O N N N c T 7D U) L _Y TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. 2❑ NOT USED. F-31 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. D5 NO T USED. R SHEETS IJ THRU 18 ARE EXCLUSIVELY FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D." ❑7 ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® CONTRACTOR SHALL KEEP THIS AREA OPEN DURING THE DAY FOR ACCESS TO BUSINESSES P, PACHECO �j I i I S.J.V.R.R. RNV rj�Y 1 l , 18+80 21 i It 22 t LLLL L.LLLLL.LL.LLLL.LLLL.L — --- - t-4 LL - LL LL LLLL�L LLLLL�LL LEL — — — t � LLLLL LLLLLLLLLLLLLLLLLLLL L- _ _ t LLLLI LI_L`�-LLL.LLLLLLLLLLLL.LL_ /� ----- - t L S.J.V.R.R. R/W W15LE 7 1 _ HALF- WID TH OF EXISTING ROA DWA Y I HALF- WID TH OF EXISTING ROA DWA Y TREA MD, BA -------------------------- SE': PHASE No. I FULL DEPTH RECLAMA TION PA VEMENT STAGING NOT TO SCALE i FINAL 0.20' PA VEMENT LIFT— WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES STREET AND � OF CONSTRUCTION f VARIES VARIES SOUTH BOUND NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 15' Min. _ I _ 14' Min. 16' Min. TEMPORARY STRIPING — CHANNELIZ/NG > DEVICE SEE PA VEMENT FULL DEPTH RECLAMA TION PLANS FOR PAVING LIMITS W/BLE ROAD CONSTRUCT/ON PHASING s -e vLnms FOR LOCATIONS mor TO SCA ee PHASE No. I DURING BUSINESS HOURS, THE —` CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE STREETS DURING THE CONSTRUCTION OF PHASE 1. ONE STREET SHALL _REMAIN OPEN A T ALL TIMES, - -- —-........... --86----- —.. ...... ........ UL LLL..L_LLL_LLLL__Li-L_ -LL-LLL_1_LI I LLL.LLL_-B L LL LLLLLLLLI -LLLLLLLLLL-LLLLLLLLI-LLL LLLLL.LLL.LLLI-LLL.LLLLLLL_LLLL.LLLL-_I__.L1._ SCALE: 1 ' " = 60 ISI �i r&.w QRpFESS/ONS F� pEAN q� Q= cm REGIS TER D CIVIL E GI NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA�-�F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / 141' �1 r---- I E L---- i — - - - - - - - - - - - - - - - --- - - 4 moo .............. J — — — — — LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL;-._LL;__LLL(_.L[_LL�.. LLL;_ _.LLLL I__L.L.LL;_LL.Li.. _ LLL LLLL LLLLLLLLLLLLLLL—LL LLLLLI_LL>_L-LLLCLL I I `�L1__ LI_ .L. --,_i® LL LL C 1 - LL -LL LLLLLLLLLLLLL(* LLLLLLLLLLLLLLLLLLLLL.[_LLLLLLLLL, LLL -__LL _.1_ Li_... LLL.LLLLL- -- - -- -- LL°__LLLLLLLLLL-LLL LLLLLLLL - 7 90AL? I� . I t t � 2-- _ r t -- - -- -- -- -- -- Ora — ,� — -- — — — — -- — - — - — _.._ -- AFTERBII�SINSS HOURS — -_ V .. ... _ LLL; LLLLL LLLLLLLL LLLLLLLLLLLLL( �. t=-LLL� L�LLL—L L ALL---E- LLLLL-LL LL LLLLL LLLLLLL LLLLLL-LLLLLLL LL LLLLL LLLLLLL LLLLLLLLLLLLL zi14 URING BUSINE S� HO�J kS I W15LEI r--- ----, S ALE : 1" = 60' OAd ; 1 1 1 II �� 11 11 I u -- - FINAL PA VEMENT STAGE NOT TO SCALE PROJECT PHAOINO PLAN File Nome.Wible-Recon Drawn: S. L0WE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Dote: Jun. 25, 09 Checked By W WIBLE ROAD, PACHECO ROAD TO WHITE LANE 75 OF 18 0 1 2 3 PHASING LEGEND LLLLLLL PHASE WORK I CONSTRUCTION AREA mm AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. 2❑ NOT USED. F-31 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. D5 NO T USED. R SHEETS IJ THRU 18 ARE EXCLUSIVELY FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D." ❑7 ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® CONTRACTOR SHALL KEEP THIS AREA OPEN DURING THE DAY FOR ACCESS TO BUSINESSES P, PACHECO �j I i I S.J.V.R.R. RNV rj�Y 1 l , 18+80 21 i It 22 t LLLL L.LLLLL.LL.LLLL.LLLL.L — --- - t-4 LL - LL LL LLLL�L LLLLL�LL LEL — — — t � LLLLL LLLLLLLLLLLLLLLLLLLL L- _ _ t LLLLI LI_L`�-LLL.LLLLLLLLLLLL.LL_ /� ----- - t L S.J.V.R.R. R/W W15LE 7 1 _ HALF- WID TH OF EXISTING ROA DWA Y I HALF- WID TH OF EXISTING ROA DWA Y TREA MD, BA -------------------------- SE': PHASE No. I FULL DEPTH RECLAMA TION PA VEMENT STAGING NOT TO SCALE i FINAL 0.20' PA VEMENT LIFT— WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES STREET AND � OF CONSTRUCTION f VARIES VARIES SOUTH BOUND NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 15' Min. _ I _ 14' Min. 16' Min. TEMPORARY STRIPING — CHANNELIZ/NG > DEVICE SEE PA VEMENT FULL DEPTH RECLAMA TION PLANS FOR PAVING LIMITS W/BLE ROAD CONSTRUCT/ON PHASING s -e vLnms FOR LOCATIONS mor TO SCA ee PHASE No. I DURING BUSINESS HOURS, THE —` CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE STREETS DURING THE CONSTRUCTION OF PHASE 1. ONE STREET SHALL _REMAIN OPEN A T ALL TIMES, - -- —-........... --86----- —.. ...... ........ UL LLL..L_LLL_LLLL__Li-L_ -LL-LLL_1_LI I LLL.LLL_-B L LL LLLLLLLLI -LLLLLLLLLL-LLLLLLLLI-LLL LLLLL.LLL.LLLI-LLL.LLLLLLL_LLLL.LLLL-_I__.L1._ SCALE: 1 ' " = 60 ISI �i r&.w QRpFESS/ONS F� pEAN q� Q= cm REGIS TER D CIVIL E GI NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA�-�F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / 141' �1 r---- I E L---- i — - - - - - - - - - - - - - - - --- - - 4 moo .............. J — — — — — LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL;-._LL;__LLL(_.L[_LL�.. 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GREWAL Dote: Jun. 25, 09 Checked By W WIBLE ROAD, PACHECO ROAD TO WHITE LANE 75 OF 18 0 1 2 3 0) c 0 U N ry I i 3 7D 0 0 0 m 0 I V) E Cn I U E 0 C 0 U W I O O O N c� z ry III W z z w I 0 0 94 PHASING LEGEND -LLLLLLLL PHASE WORK I CONSTRUCTION AREA Fm AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL L VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES 10 ALL TRAFFIC STR/P/NG AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXIST/NG AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT W. U. T. C. D. ". F2 NOT USED. R3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CON TRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES R5 NOT USED. © SHEETS 1 J THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPR/A TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. R7 ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' PACHECO A ROAD � STREET AND � OF CONSTRUCT/ON SEE PA YEMEN T FULL DEP TH RECLAMATION PLANS FOR PAVING LIMITS WIBLE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS PHASE No.2 NOT TO SCALE QRpfESS/ON DEAN R 9l F w Q= �' m REGIS TER D CLI 11 EAGINEER Of C 46803 ;0 yt Exp, 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF OF CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / � E I S.J.V.R.R. R/W \ I BARBER WAY- � �I I 67 -- -- -- -- - - 7 7 7 ---� - _ _ - _ _ 7 --� --__ , - - �- 1 �� -� 0 _ _ JJ 1,9+80 1 .. ........ -.-_ ...._11 T1 III __..�......-_........... - .. - .........._..... __- -.. I 3 i L i t -------- . . . . ............ u -- --t t - --4-- �— -��%'� ---- —I-- --- \ -- --- ---- - --_ -- �_ -- -- S.J.V.R.R. R/W MOLE��----- � --- PSA n i i _ HALF- WlD TH 0_F EXISTING ROAD_WA Y _ � - _ - _ - I HALF -WIDTH OF ROAD WA Y PHASE No. 2 NOT TO SCALE i FINAL 0.20' PA VEMENT LIFT— WD TH VARIES PA VEMENT JOINTS SHALL RF ON LANE LINF' FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA CATTLE y DRIVE I A It I!!P I P-0 PUBLIC WORKS DEPARTMENT I I I =- - — — SCALE: 1 " = 60' I File Name: Wible-Recon Job' No.: TOK224 Date: Jun. 25, 09 Drown: S. L0WE Engineer: N. GREWAL Checked By. F` PRO ECT PHAOINO PLAN PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD, PACHECO ROAD TO WHITE LANE 0 1 7ic) SHEET NO. 16 OF 18 2 3 Lr F` PRO ECT PHAOINO PLAN PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD, PACHECO ROAD TO WHITE LANE 0 1 7ic) SHEET NO. 16 OF 18 2 3 w 0 J w z Q m w 0 J 0- 0 0 I I n 0 0 rn 0 0 N N C D (n i D 3 ry 0 C 01 J / / N J I E I U 0 C O U w 0 0 N 0 z ry w w z c� z w I 0 0 R TRAFFIC CONTROL PHASING NOTES 1I ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. 20 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CON TRAC TOR SHALL USE APPROPRIA TE SIGNING FROM THE CURREN T "M. U T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. Q5 NOT USED. © SHEETS 13 THRU 18 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. n7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' I II I I II I (I II WHITE FL STREET AND � OF CONSTRUCT/ON VARIES VARIES F SOUTH BOUND I NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 14' Min. 12' Min. Varies TEMPORARY STRIPING — CHANNEL/ZING ' DEVICE —� SEE PA VEMEN T FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS HUGHES LANE CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 7 PA MC RT TRICIA COURT I — , BEA COURT I I I I I I I - - LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLIII LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL.LLLLL..LLLLLLLLLLLLL_LLI_.LLL_L_L.LLL_LL I_i HALF -WIDTH OF EXISTING ROADWAY I HALF -WIDTH OF EXISTING ROADWAY I � EMULSiRED::ASRHAL t :::: I TREA t ,8A -------------------------- 5E'_ PHASE No. I FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL 0.20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES �I— d QRpFESS/ON DEAN GINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9Te C/VIL Dir` OF CALF BAKERSFIELD, CA 93309 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / I I I I �I I �I DRIVEWAY I� I I ■ ri �i'.��.,-. PHASING LEGEND LLLLLLL PHASE WORK I CONSTRUCTIONAREAS AREA SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES 1I ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. 20 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CON TRAC TOR SHALL USE APPROPRIA TE SIGNING FROM THE CURREN T "M. U T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. Q5 NOT USED. © SHEETS 13 THRU 18 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. n7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' I II I I II I (I II WHITE FL STREET AND � OF CONSTRUCT/ON VARIES VARIES F SOUTH BOUND I NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 14' Min. 12' Min. Varies TEMPORARY STRIPING — CHANNEL/ZING ' DEVICE —� SEE PA VEMEN T FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS HUGHES LANE CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 7 PA MC RT TRICIA COURT I — , BEA COURT I I I I I I I - - LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLIII LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL.LLLLL..LLLLLLLLLLLLL_LLI_.LLL_L_L.LLL_LL I_i HALF -WIDTH OF EXISTING ROADWAY I HALF -WIDTH OF EXISTING ROADWAY I � EMULSiRED::ASRHAL t :::: I TREA t ,8A -------------------------- 5E'_ PHASE No. I FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL 0.20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES �I— d QRpFESS/ON DEAN GINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9Te C/VIL Dir` OF CALF BAKERSFIELD, CA 93309 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / I I I I �I I �I DRIVEWAY I� I I DRIVEWAY >a F:;.._ SCALE:.0 L I I I Z I --- — I l 00 1011 IIII '� MI's x'11 00 1zm ggm,�`�� , MIN "Illi, A ■ ri �i'.��.,-. �h��'1 �� ``� ®`�h� �`�4�1�� ®����� ....:: _ IggNm DRIVEWAY >a F:;.._ SCALE:.0 L I I I Z I --- — I l 00 1011 IIII '� MI's x'11 00 1zm ggm,�`�� , MIN "Illi, A l � I L F_ —r J - I - SCALE : 1" = 60' DR:VE'vYAY�I Y DF- AY I I - HUGHESi - - i LANE _ - I 5.1N LOKENZO AVENUE L, I I I I --I �---I _L—�, N6 u I DRIVEWAY � ®4ANEI I I t- _j I_ I r --`_—i r___r L� I I PLANZ ROAD --- 1I L I I I I I I I I I L_ k L..'_' ' LL L 1- L L_ _LLLLLLLLLLLLLLI–LLLL L _LLLLLLLL—L.LLL.LL I–I_LLL LL d I F _I I PLANZ FINAL PA VEMENT STAGE NOT TO SCALE 6.1- 17 PROJECT PHAOINO PLAN File Name:Hughes Lone FDR Drown: S. LOWE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 En gin eer: N. GREWAL HUGHES LANE, WHITE LANE TO PLANZ ROAD 7 OF 78 Date: Jun. 25, 09 Checked By. 0 1 2 3 y_ F — — — — — —I I II I l � I L F_ —r J - I - SCALE : 1" = 60' DR:VE'vYAY�I Y DF- AY I I - HUGHESi - - i LANE _ - I 5.1N LOKENZO AVENUE L, I I I I --I �---I _L—�, N6 u I DRIVEWAY � ®4ANEI I I t- _j I_ I r --`_—i r___r L� I I PLANZ ROAD --- 1I L I I I I I I I I I L_ k L..'_' ' LL L 1- L L_ _LLLLLLLLLLLLLLI–LLLL L _LLLLLLLL—L.LLL.LL I–I_LLL LL d I F _I I PLANZ FINAL PA VEMENT STAGE NOT TO SCALE 6.1- 17 PROJECT PHAOINO PLAN File Name:Hughes Lone FDR Drown: S. LOWE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 En gin eer: N. GREWAL HUGHES LANE, WHITE LANE TO PLANZ ROAD 7 OF 78 Date: Jun. 25, 09 Checked By. 0 1 2 3 Li 0 J Li z Q m 0 w r- 0 J 0- 0 0 I I I 0 O 0 0 N N U ON PHASING LEGEND L_ j LLLLLLL PHASE I CONSTRUCTION AREAS SHALL REMAIN OPEN EXCEPT DURING THE LLLLLLL WORK AREA FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. an I 1=1 I Ll I qlI WORK AREA TRAFFIC CONTROL PHASING NOTES 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. 20 NOT USED. Q3 CON TACT Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "MU.T.C.D." TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN WI TH CONSTRUCTION PHASING LANES Q5 NOT USED. © SHEETS IJ THRU 18 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPR/A TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. 70 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' _ HALF— WID TH OF EXISTING ROA DWA Y II I i I� LAN ! H14L1' - W/U 1H Ul- KUAUWA Y EMULSIFIED ASPHALT _ TREATED: _BSI SE: ( I I I I DRIVEWAY Fr Li DRIVEWAY_ — — — — ...—„ — - u —RIVEWAY DRIVEWAY ll li �I I HUGHES PHASE No. 2 FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE ! FINAL 0.20 PAVEMENT LIFT—WIDTH VARIES PA VEMENT JOINTS SHALL BE ON LANE LINES ! FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA DRIV©Y F STREET AND � OF CONSTRUCTION VARIES SOUTH BOU N D PHASE 2 WIDTH VARIES VARIES NORTH BOUND PHASE 1 WID TH VARIES I 1 --Varies i_ 12' Min. 14' Min. F .JLL I n VLIVILIV I FVLL Ur -1- /r7 RECLAMATION PLANS FOR PAVING LIMITS HUGHES LANE CONSTRUCTION PHASING SEE PLANS FOR L OCA TIONS NO T TO SCA L E PHASE No.2 QROFESS/ON OF -AN qAN � F • � �0�0 q'L/.y/ !%ice REGIS TERED Cl VIL E GINEER � C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD �P C1 1501 TRUXTUN AVENUE qTF �I BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION I { I I I I I I I 7 �71 7 �. DRIVEWRYI�- \ SCALE: 1 60 ( I I I a a-, I� \ AMF .. _ .. ... .. LI I I e 3 e E IV � -, I ------i �-___--ILAN IQ I_- F - - - - - - I L- — — —I — - I F `� — I I I� LI { 21 F-71 __ 7 \ I D17 RIVEWAY Df�t1;GWAY I t- II R7 ._....__.__�I DR-VEW �I ,D aY^ D Y : Z I gg i II V _ .....-- - -- — _ a _ E - - .......... - __----- _ - -�_ I --, DRIVEWAY HUGHES I „_ { LANE { { �-- SCALE.1 -60 I r- ------ _I ;-_- I I ILl I L it I SAN LORENZO V APrA10 PUBLIC WORKS DEPARTMENT File Nome.*Hu hes Lane FDR Drawn: S. L0WE Job No.: TOK224 Engineer: N. GREWAL Dote: Jun. 25, 09 1 Checked By. V -f-- 0 I� 1 � I I I ROAD f KOJECT PHASING PLAN I 4 4 4 1 PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS HUGHES LANE, WHITE LANE TO PLANZ ROAD an SHEET NO. 18 OF 18 0 1 2 3 w 0 w z Q un m 0 w 0 J m 0 I I Q N Ln O 0 0 N 0 c O V) D C_ V) V) O U I ry I Q) n i / a O m Q) E I u O C O U w I 0 0 N / z w w z z w I 0 0 S. J. V. . R/W - R/W 2022 0 INSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. DQ WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. (WHI TE) GAS VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. MANHOLE/GAS VALVE RS BE ADJUSTED BY OTHERS. 1 N TYPE IV ARROWS 03INSTALL 5.38 DETAIL 8 O4 I DETAIL 31 I INSTALL DETAIL 38 O6 I 37a DETAIL 38A O7 HIGH 0/NT LEV.: SOUTH EDGE HIGH POIN ELEV. 375. 1 INSTALL "ONLY" MARKINGS aINSTALL U DETAIL 21 L I TOP 75 HIGH POINT TA.: 21+135 MED WAS USED AS THE BASIS OF . HIGH PO/NT STA.: 1+20. 5 .. EXISTING CURB AND GUTTER. BENCHMARK V. Pl'+ • • ❑2 END WESTERLY SIDEWALK AT NORTH RAILROAD RIGHT OF WAY LINE, THE MONUMENT AT THE CENTERLINE INTERSECTION j OF WIBLE ROAD AT PACHECO ROAD, STA. 19+26.19 P. V4 S T 4.: 21 12.59 CO TO T R SHA RECONSTRUCT CURB GUTTER AND SIDEWA K PER P. V. L EL ' V.: J75.51 ' 37 1 50. 0' VE TICAL CURV /CAL URVE 7�p 376 0) Ld E 576 rid -,t o VEME T SHA L ' 1 f FLOWL NE SH LL 37 Q �; YLIGH r A r 0) DAYLI HT A N ' ')W NR EPA L `" PANEL TOP OF E STING �; �; END NEW CUB AN GUTTER OF ISTIN oC6NOCRETE v 37 M - _ _ �, ELEV. A TCH EXIST/ VG 74 37 P. G.L. CURB ND GUTTER LOWLI E '� 29% U) -?-- - - 72I _ _ _ �TCH g$�0 f =EXITINGR/LROATRAKS I `'' o Mq v • L EXISTING GROUND AL ON 1 BE4 NEW CURB A NO Gt I TTER SQA: 211.75 WLljAN6 STfiIV R6U 9t 0 GUTTER FL 0 LINE C.R. CUR RETU 37 ELEV.: AT N t m , _ , ss AL i GNMEN T OF THE 72 37 F CE OF MEDIA CURB -FA ' " - A TCH X/STI 70 K/ =5 T, f L 6WFL - P i _.,5°9 EXIS NG RAILROAD .40 - FL 0 --- FLOKIINE G ADER EAK LINE GRADE BEAK 370 IRA I<S ELEV. 375.2 ELE : 375. 5 70 _ TA _. 2 +. 92.f(- -- _ _ -PANELS R-OKINE ISTIN CONC ETE GRADE BREAK EV. J74.92 VTENSON OF VERT( L LN ALINN WLINE GRADE FL BREAK F WES CURSAND 36 EL V J75. 26 68 V IE FL INFE P :Fj L I= 20 0 INSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. DQ WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. (WHI TE) GAS VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. MANHOLE/GAS VALVE RS BE ADJUSTED BY OTHERS. 1 N TYPE IV ARROWS 03INSTALL 5.38 DETAIL 8 O4 I DETAIL 31 I INSTALL DETAIL 38 O6 INSTALL DETAIL 38A O7 HIGH 0/NT LEV.: SOUTH EDGE OF CO CRETE PANE i TRANSVERSE LINES O9 INSTALL "ONLY" MARKINGS aINSTALL U DETAIL 21 L I TOP PANE HIGH POINT TA.: 21+135 MED WAS USED AS THE BASIS OF . 4i BEARING =NORTH 00. 35' 15" EAST vc 1 NEW CURB AND GUTTER SHALL FOLLOW THE HORIZONTAL ALIGNMENT OF . • .. EXISTING CURB AND GUTTER. BENCHMARK V. Pl'+ • • ❑2 END WESTERLY SIDEWALK AT NORTH RAILROAD RIGHT OF WAY LINE, THE MONUMENT AT THE CENTERLINE INTERSECTION j OF WIBLE ROAD AT PACHECO ROAD, STA. 19+26.19 . VI. EV.: J74.88 MONUMENT ELEV.= 371.65 NAD83 DATUM CO TO T R SHA RECONSTRUCT CURB GUTTER AND SIDEWA K PER P. V. L EL ' V.: J75.51 ' 37 50. VER /CAL URVE 7�p 0) Ld E rid -,t o VEME T SHA L ' 37 Q �; YLIGH r A r 74. N ' ')W NR EPA L `" Q TOP OF E STING �; �; v v TO OF ISTIN v M IAN R 37 0. 29% -?-- - - 72I _ _ _ �TCH g$�0 =EXITINGR/LROATRAKS I ' o Mq /STING L XIST - P('L. Fl SH GRADE SQA: 211.75 STfiIV R6U 9t 0 ELEV.: 3,74.70 t A IGNME T OF FHE AL i GNMEN T OF THE 37 F CE OF MEDIA CURB -FA E OF MEDIAN CURB 70 K/ =5 T, f L 6WFL INE P QRpFESS/pN F� ID AN RAILSTRUNCATED F�� LIP OF GUTTER DOMES SCALE 1" = 40' R/W CURB AND GUTTER FLOWLINE SIDEWALK REGISTERED ENGINEER C 46803 _IX3 CONSTRUCTION JOINT 10' CURB AND * Exp. 6-30-11 - - GUTTER TRANSITION AREA CITY OF BAKERSFIELD.......... 7= P - _.; FACE OF CURB FACE OF CURB 1501 TRUXTUN AVENUE �qTF F/V���Fp��\ BAKERSFIELD, CA 93301 CAS CURB AND GUTTER FL0WLINE 10' CURB ANDLIP OF GUTTER REVISIONS GUTTER TRANSITION 5 FLAT AREA AREA 5 FLAT AREA No. DA TE DESCRIP TION CONCRETE PANELS T P ROAD 1 e>__6 I HORIZONTAL: 1 " = 20' VERTICAL: 1 " = 2' STRIPING NOTES 0 INSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. DQ WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. (WHI TE) GAS VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. MANHOLE/GAS VALVE RS BE ADJUSTED BY OTHERS. 0INSTALL N TYPE IV ARROWS 03INSTALL 5.38 DETAIL 8 O4 INSTALL DETAIL 31 O5 INSTALL DETAIL 38 O6 INSTALL DETAIL 38A O7 INSTALL RAILROAD AN CROSS/NG SYMBOL O8 INS TA L 2' WIDE I I TRANSVERSE LINES O9 INSTALL "ONLY" MARKINGS aINSTALL U DETAIL 21 CITY OF BAKERSFIELD, CALIFORNIA POIN ELEV.: EX ENDED AVING LIMITS THROUGH INTERSECTION, 1 01 /06/2010 AND RE -PROFILED ROADWAY AT RAILROAD CROSSING. SYMBOLS® ADJUST MANHOLE LID, Q FRAME AND COVER. PER C.O.B. DRAWING S-7. ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. DQ WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. G.V. PG&E GAS VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. MANHOLE/GAS VALVE RS BE ADJUSTED BY OTHERS. AT&T MANHOLE TO BE INSTALL 6' a ADJUSTED BY OTHERS. O DIAMETER TYPE "E" INSTALL 6' x 50' TYPE "C" LOOP. N V. 1. EL 3 V.: 3 5.38 NOT CITY OF BAKERSFIELD, CALIFORNIA FINISH-16RADEIr...._ SOF PA �/EMENI1 ALONS E AL/GNMENT & THE I £E4F-ME9VA-N--CfJ�? I J OP Of` EXISTING i vv AN -CURB ............®®--- - I m 1IGH POINT EV.: 75.37 GH P f IN T S A.: 21 13.4E P. V. L ELE •: J75.54 50.0d' VERT CAL CURVE - POIN ELEV.: EX ENDED AVING LIMITS THROUGH INTERSECTION, 1 01 /06/2010 AND RE -PROFILED ROADWAY AT RAILROAD CROSSING. CURB AND GUTTER TRANSITION DETAIL A VEM NT SH LL N V. 1. EL 3 V.: 3 5.38 NOT TO SCALE 0' VERTICAL LIMITS OF NEW PROFILES. CURVE BASIS OF BEARING .v, CUB AN ' N THE CENTERLINE OF WIBLE ROAD FROM THE L �W I I MONUMENT A T THE SOUTHEAST CORNER OF SECTION 14, T 30 S., R. 27 E., AT STA. 20+00, TO THE r 4 _ S O C T. MID-SECTION MONUMENT A T THE INTERSECTION U W L I TOP PANE OF WIBLE ROAD AT WHITE LANE, STA. 46+46.57, v SHEET 19 CONSTRUCTIONNOTES MED WAS USED AS THE BASIS OF . 4i BEARING =NORTH 00. 35' 15" EAST vc 1 NEW CURB AND GUTTER SHALL FOLLOW THE HORIZONTAL ALIGNMENT OF EXISTING CURB AND GUTTER. BENCHMARK CATTLE DRIVE 1 ❑2 END WESTERLY SIDEWALK AT NORTH RAILROAD RIGHT OF WAY LINE, THE MONUMENT AT THE CENTERLINE INTERSECTION OF WIBLE ROAD AT PACHECO ROAD, STA. 19+26.19 AT STA TION 21+ 63 08. MONUMENT ELEV.= 371.65 NAD83 DATUM CO TO T R SHA RECONSTRUCT CURB GUTTER AND SIDEWA K PER FINISH-16RADEIr...._ SOF PA �/EMENI1 ALONS E AL/GNMENT & THE I £E4F-ME9VA-N--CfJ�? I J OP Of` EXISTING i vv AN -CURB ............®®--- - I m 1IGH POINT EV.: 75.37 GH P f IN T S A.: 21 13.4E P. V. L ELE •: J75.54 50.0d' VERT CAL CURVE - 37- E- - - - MATCH f I ---•--- -I --- TING S IA: 204! 65.20 ` - - EX/ST/NG RA/LRO , D TRA KS � 1y 04- EXIST%NG COfVCRET PANE S S : 21 95.25 TA: 20-+ 14. OJ i EV.: X74.29 .. EXIS NG GROUND LONG EL V.: 3 4.43 i FACE OF MEQ IAN RB f f �' T MEO)ANr-1 L/NE � O 1 E '1, vv Qd C6 P. V-1. STA.j: 20+50.90 50.00' VERITICAL 'URVE ^ Lr)1 N j dW • E J TTER _ FL 0WbNE STA. 20+25.90 ELE MATCH EXISTING File Nome: Wible-RR-Cr PUBLIC WORKS DEPARTMENT Job No.: TOK224 Date: Jan. 7, 10 9 i I I STA: l +05.89 FLOWIINE GRADE BREAK ELEV.` 375.0' _ STA: 21+15.89 5 LINE Z>7�A� ELEV. 375.33 n Z . PA Drawn: S. LOWE Engineer: N. GREWAL Checked By: 19 rn N Z HIG POIN ELEV.: o§ HIGH POINT A VEM NT SH LL N V. 1. EL 3 V.: 3 5.38 AYLIG T AT 0' VERTICAL LIMITS OF NEW PROFILES. CURVE 0 CUB AN ' N A L �W KINE _511"ALL r DA LIGHT U W TOP PANE ci v MED 4i >yi vc 37- E- - - - MATCH f I ---•--- -I --- TING S IA: 204! 65.20 ` - - EX/ST/NG RA/LRO , D TRA KS � 1y 04- EXIST%NG COfVCRET PANE S S : 21 95.25 TA: 20-+ 14. OJ i EV.: X74.29 .. EXIS NG GROUND LONG EL V.: 3 4.43 i FACE OF MEQ IAN RB f f �' T MEO)ANr-1 L/NE � O 1 E '1, vv Qd C6 P. V-1. STA.j: 20+50.90 50.00' VERITICAL 'URVE ^ Lr)1 N j dW • E J TTER _ FL 0WbNE STA. 20+25.90 ELE MATCH EXISTING File Nome: Wible-RR-Cr PUBLIC WORKS DEPARTMENT Job No.: TOK224 Date: Jan. 7, 10 9 i I I STA: l +05.89 FLOWIINE GRADE BREAK ELEV.` 375.0' _ STA: 21+15.89 5 LINE Z>7�A� ELEV. 375.33 n Z . PA Drawn: S. LOWE Engineer: N. GREWAL Checked By: 19 rn N Z HIG POIN ELEV.: 375.24 HIGH POINT STA.: X22. 1+32. 0 V. 1. EL 3 V.: 3 5.38 -50. 0' VERTICAL LIMITS OF NEW PROFILES. CURVE 0 CUB AN GUTT `R KINE _511"ALL r DA LIGHT T N " CONCRETE PANE vc Lyj l'v - :---------- - o I II y . I sl E Ex' STING STS: 21+, 6.08 TRACKS EL V.• 37 38 E TENS(N OF VERTICr11011C Al/lAIG 4/ 11 -AIA ° L OF EAS CURB AND TTER FL OWL( E , . t ami �3 N AC 0 LL , L CURB AND GUTTER TRANSITION DETAIL ON THIS SHEET. E❑ CONTRACTOR SHALL RECONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1, AT THE L OCA TIONS INDICATED ON THE PLANS. a5 CON TRA C TOR SHALL RECONS TRUC T DRI VEWA Y A T L OCA TION(S) INDICATED ON THE PLANS. E6 CONTRACTOR SHALL RECONSTRUCT SIDEWALK AT LOCATION INDICATED ON THE PLANS. E7 CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DATED SEPTEMBER O1, 2006) a8 CONTRACTOR SHALL CONSTRUCT CASE "B" ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER O1, 2006) GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TlL I T/ES /N THE FIELD /S PLACED SOLEL Y ON THE CON TRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DATED MAY 2006. 3 THE POSTED SPEED LIMIT ON WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. 4 REFER TO ORIGINAL PLAN SET FOR NOTES AND INFORMA TION REGARDING IMPRO VEMEN IS NOR TH OF RAIL ROAD CROSSING. 1 LEGEND END NEW CRB A D GU 1 TER ELE • MA T H EXI TING E (STING GROUND ALONG f C AND GUTTER FLOWL(NE I I E ?EAR _ _ . STA: ... 1-i-46-06--­ FLOWL�NE GRADE BREAK ELEV.- 1375.19; CBS 1 :T10N AND 90APWAY 9E-P90FILING PLAN � B/L A lO 2 09 H S�3��VARIOUS LOCA WIBLE ROAD, PACHECO ROAD TO WHITE LANE O� SHEE T NO, 19 OF 18 0 1 2 3 FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 3 OF THESE PROJECT PLANS. LIMITS OF NEW PROFILES. 1 :T10N AND 90APWAY 9E-P90FILING PLAN � B/L A lO 2 09 H S�3��VARIOUS LOCA WIBLE ROAD, PACHECO ROAD TO WHITE LANE O� SHEE T NO, 19 OF 18 0 1 2 3