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HomeMy WebLinkAbout6.1-1709 Record DrawingC1 Y OF 3AK RSF1 -D DEPARTMENT OF PUBLIC WORKS LIST OF DRA THINGS SNEET I TITLE SHEET PA VEMENT REHABILITA TION 2011 PHASE id. SNEET 2 DETAILS & SECTIONS Sf 1EE T 3 RECONSTRUCTION PLANS MING A VENUE SWEET 4-6 PHASING PLAN SACRAMENTO 0 SAN FRANCISCO CITY OF BAKERSFIELD IBLE ROAD TO HUGHES LANE FRESNO PR C Mr AW� LOC,j4 T10 CITY STANDARDS• LOS ANGELES J Lu ST -1, ST -2, ST -7, ST -9 A r SAN DIEGO Z 'A I STA TE OF CALIFORNIA STATE STANDARDS :B CE A20A, A20B, A20D, A24A, A24D, A24E, A88A CA[ 1�7 --J -STA =E 1- -1 1 ' NIVS TY C ER T, U' V HWY 8 I I L NO TE CAMINI E♦ M A DR THE CON TRA CTO MUST POSSESS THE FOLLOWING Lu ENI VIA", A V -4 VALID LICENSES. CLA SS 4 CONVENTIONAL SYMBOLS BAKER SFIELD ld -ji AIRPAR K Lftmy 11. -r-j- 1 TFO 14 NO ----------------------------------- ................ EA SEMEN T . _................._......_................_...... ...................... ....... ...... ------------------------------ . . ....... .......................... . .... .... . ................ EXIST CURB & CUTTER UL E-LUJ THE CON TRA CT0? SERVICE 1-800--642-2444, SHALL CONTACT THE USA LOCATOR 48 HOURS PRIOR TO LL RIGH T- OF- WAY - - -------- EXIST A.C. FLOWLINE Lij --------------------------------------- -'------------- CEN TERL INE EXIST EDGE OF PA VEMEN T M7'-- EXCA VA TION. RAILROAD TRACKS GUARD RAIL cam, U i ------- CHAIN LINK FENCE IMPRO VEMEN TS -4 E ---------- x --- 22 -E UTILITY SYMBOLS j 4- EE H r=!i 1-4 P PROJECT LENGTH EXIST WATER LINE ------- S ----------- EXIST SEWER LINE r 1.11-14 --l- 0. 50 MILES w G EXIST GAS LINE SD ---- ---- EXIST STORM DRAIN PANAMA LANE Lu (0 EXIST AERIAL E ----------- EXIST UNDERGROUND LOCATION MAP- 5 OH LINES POWER LINE NOT TO SCALE TV— EXIS T UNDERGROUND T ----------- EXIS T UNDERGROUND TV CABLES PHONE LINE APPR C>VES 0 EXIS T OIL LINE ----- FO ------ EXIST FIBER OPTIC LINE FINAL PAYQUANTITIES M.H. FH MANHOLE FIRE H YDRA N T R OA D WA Y EXCA VA TI ON (EA R TH WORK) 5,494 CY ro /I TRAFFIC STRIPING, DETAIL 8 (PAINT) 8,825 LF RAUL ROJAS, R.C.E. 39800, EXPIRES 12—,fl-11 DATE PUBLIC WORKS DIRECTOR P.P. W.M. POWER POLE D WATER METER TRAFFIC STRIPING, DETAIL 21 (PAINT) 37 LF001-_ss/o/v TRAFFIC STRIPING, DETAIL 38 (PAINT576 LF 1�)) N APPROVAL RECOMMENDED BY:. WV TRAFFIC STRIPING, DETAIL 40 (PAINT) 40 LF ED] EXISTING MONUMEN T I WA TER VALVE PAVEMENT MARKINGS (PAINT) 1,382 SF FIRE HYDRA N T PA VEMEN T MARKERS, TYPE D Of C 46803 2 EA Ex6-30- 3 p. ASISTi PUBLIC W;;RV?c; DIRECTOR' DATE G.M. 11�1 I*-] FU TURF MONUMEN T GA S ME TER TF cm\- � OF CAS S.L. G.V. STREET LIGHTDQ GAS VALVE civiL ENGINE R'IV —[QIGN ENGINEERING DATE STREET LIGHT WIMAST ARM BENCHMARK 5 C.O. CLEAN OUT 0ml- A U TO SCOPE TRAFFIC ENGINEERING DATE PAVEMENT REHABILI, TION2011PHASE 4 N 01 PRE-EMPTION DEVICE Job No.: TOK238 File Path: K: \LDD- ENGINEERI NG\2010- 2011 \TOK238- Ming- Pavemen t- Rehob\dwg MING AVENUE FROM WIBL ROAD TO HUGHES LANE OF 6 File Name: Ming Pavement Rehab.dwg SHEETS 0 1 2 w Q w ry 0 0 Q z m 0 w f -- O J n 0 N a_ 0 Ln (D (N 0 N Q) C: a U) Q) F_ rA BIKE I 5' W ANE WIDTHS- UNLESS NOTED OTHERWISE.• j f E AT CURB AND GUTTER Q�pFESS/0N ��O DEAN A CURB ONLY � TERMINA TE CENTERLINE OR CEN TER LANE / l I� Av �4' W Q � LINES AND NEAR SIDE LANE LINES AT REGISTERED Cl Vk_-ELLPINEER C 46803 MID -ARC POINTS OF THE CURB RETURNS EGIN DETAIL 39 AT ECR / PAVEMENT MARKING * Exp. 6-30-13 I TY OF BAKERSFIELD 501 TR UX A VENUE qT CI ���' F OF m BAKERSFIELD, CA 93,301 CAS_ -------r REVISIONS o. DA TE DESCRIP TION 1 SCALE: NTS 3 END FETAIL 39 A T BCR WHEN DETAIL J9A S NOT SHOWN ON PLAN ---- ---- - - - - -- �14TJ END DE IL 39A A T BCR t INCLUDE DETAIL 39A ONLY WHERE SHOWN N PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN TERMINA TE ALL LANE LINES ON 200' j A LINE CONNECTING THE MID -ARC !! POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS S TREE T AND OF CONS TRUC TION F F 45' 45' VARIES VARIES _ 2' LANE LINE �1 "A" , 2 EXISTING AC SURFACE LANE LINE #I MEDIAN WIDTH MATCH EXISTING 0.20' TYPE 1.0' MINIMUM OF MA CH EXISTING VARIES (4'-18' A. C. 0VERLA Y EXISTING AC SURFACE - f EXCA VA TION (TYP)1.0' SEE PLAN MINIMUM OF 6" (PER MUTCD 2003 CALIFORNIA S TR EXCA VA TION (TYP) SUPPLEMENT FIGURE 3B-102) STRAIGHT IGH T _GR ADE FIRE HYDRANTNil - :• , ., A TRAFF/C FLOW ------ TYPE D MARKER 0.20' TYPE "A " T A. C. 0 VERL A Y TRAFFIC FLOW 0.80' TYPE z "B" 0.80' TYPE "B" A. A. C. . STING CURB & GUTTER (TYP) EXI S T/N CURB & GU T TER ( T YP) MING AVENUE FROM WIBLE ROAD TO HUGHES LANE N. TS. FIRHYDRANT MA $KER L OCA T/®NS NO T TO SCALE #4 REBAR ° e NOTE: THE REBAR SHALL HAVE A T LEAST 3" 3" MINIMUM OF CONCRETE COVER ON ALL SIDES. O• c 6 " TO MA TCh EXISTING ° ALL OTHER ELEMENTS OF CURB SHA L L 3" MINIMUM CONFORM TO Cl T Y S TA NDA RD S T— 1. a4 REBAR - 'e ° 8' ICK CONCRETE a e " #4 REBAR .Q a. a ° 3" MINIMUM 12" C'pbp'URB DETAIL WITH REBAR NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Ndme.-Min2 Pavement Rehab Drawn: N.GREWAL PAVEMENT REHABILITATION 2011 PHASE 4- SHEET NO. Job No.: TOK238 Engineer. N.GREWAL MING AVENEUE FROM WIBLE ROAD TO HUGHES LANE—DETAILS 2 OF 6 Dote: Jun. 28, 11 Checked By i I I I # 1 I o QROFESSI0/� I 1-° jl DEAN R F o � #rin{ 1 ; EG/ S TE ED C/ V/ EN G/ N ER C 46803 1 1-0 4 Exp. 6-30-1 3 t `s�- 4 CITY OF BAKERSFIELD ll _- } I , # I AKERSFELD,)501 NCAV93301 FOF CA1-�F�� O 3 422 LF 9 ENUE 3 422, L �� S O # f I I I# p l 1- _®J i_ !( (1 F.H. # , _—.._o � � � � I I ' REVISIONS �-� _''` ION ..�• ..�. ...� ----_ 3 80 LF o DA TE DESCR/P T O777/- CAL TRANS` R/W E ^ - ` =' ,P - 1 O F_ 812s E--- _ 12 00 13+00"� — -- - r -�. �...�.m.. .... - ..__. �.' ___ . �-�- -- -- ® l2 w N ' — _ ' — ' --! �-- _ -Di7 r - . - 15+00 1 _ G 17+00 _ -- W Q V _ r P _� -'� _ 18+00 -~' 19+ 204 Z � w -w,'- aw w 12 w w F -- - _ =- - ' M wv / wv E - Y — -----� a ?�� , t 3 395 LF " ____ - t- 51430 LF U 45 SF `I W Go/ - 4 4 7 L eICA rplArPV 'j w1m AduoAt. Lacy v,,%okACd , I p" �A MING AVENUE SCA LE.• 7"=40' /V ' `C, ' TO hi, vi START STA -28+74.17 4 i 10 ! , (D837 LFl END STA -29+75.06 3 837 LF 19 I 1 l I _,....,..�..,.—. ��...,._..__.— �:' ;v;:,». �...._...._ �;.�. 3 -- }-� �� F.H. � — — I� O C:) 1 193 F ___ '' 12 ® M _2Z+-00 - - __ 28+00 �f ___0+ W - ' - � 32* Z W w w NA w Y 1 Q Q FC _ `^=.•.w.w. _ _,_. ��+e�•r_ �FO 'E FO p i ......... ...... _ F� FO -- ._ — _FO _FO FO — ..,.e. FO -_ } # #(# /y -- 3 834 LF- _ t 281 LF 3 281 LF AA C FT>IiTlm I## ..s liJ LU W � 1 { a � a RECONSTRUCTION GUTTER '3 98 F END CURB & GUTTER (3 4 a 398 LF I I I I # RECONSTRUCTION STA -35+60 + C M 1 1 t x a Z 12s START STA N33+34.52 g END STA N34+34.62 33+00 s . --"-34+00-- __ — — — -35+`00" 3 00 Q w w w N Y 0 3 o 3 400 LF 400 LF ' - CONSTRUCTION NOTES: 1❑ H. ❑ INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. Q U— 6' x 50' TYPE "C" LOOP DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. z O ©CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL -AND CONFORM TO THE DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD m_E TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCD. Q CONTRACTOR SHALL CONSTRUCT CURB & GUTTER W/TH REINFORCED CONCRETE A T THE LOCA TION SHOWN ON FOR THIS PROJECT. THESE PLANS REINFORCED CONCRETE SHALL HAVE 8 -INCH THICKNESS WITH 3 14 REBARS (ONE REBAR FOR THE CURB AREA AND TWO REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 2 FOR REBAR DETAILS. ® CONTRACTOR'S LIMITS OF PAVING OPERATION ON MING AVENUE BETWEEN WIBLE ROAD AND HUGHES LANE SHALL BE FROM THE LIP OF GUTTER TO LANE LINE NUMBER 11. (SEE SHEET 2 FOR DETAILS). EXCEPT AS SHOWN ON PLANS. ❑g F- FRAME AND COVER PER ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A TYPE CM. 3 429 LF 3 428 LF o U) wv a� ADJUSTED BY OTHERS .v. GAS VALVE TO BE ADJUSTED BY OTHERS MIT AVENUE I n co N C6 5 L o (F - _ 30 287 LF LF -3-287 - °' O wv + g ❑ 12' 0 O._.. N +00 - 1 + _- - _ _ C' +00-- --- --- -- - 23+00 _0 +- — z _ ._.- a Q 51430 LF U 45 SF `I W Go/ - 4 4 7 L eICA rplArPV 'j w1m AduoAt. Lacy v,,%okACd , I p" �A MING AVENUE SCA LE.• 7"=40' /V ' `C, ' TO hi, vi START STA -28+74.17 4 i 10 ! , (D837 LFl END STA -29+75.06 3 837 LF 19 I 1 l I _,....,..�..,.—. ��...,._..__.— �:' ;v;:,». �...._...._ �;.�. 3 -- }-� �� F.H. � — — I� O C:) 1 193 F ___ '' 12 ® M _2Z+-00 - - __ 28+00 �f ___0+ W - ' - � 32* Z W w w NA w Y 1 Q Q FC _ `^=.•.w.w. _ _,_. ��+e�•r_ �FO 'E FO p i ......... ...... _ F� FO -- ._ — _FO _FO FO — ..,.e. FO -_ } # #(# /y -- 3 834 LF- _ t 281 LF 3 281 LF AA C FT>IiTlm I## ..s liJ LU W � 1 { a � a RECONSTRUCTION GUTTER '3 98 F END CURB & GUTTER (3 4 a 398 LF I I I I # RECONSTRUCTION STA -35+60 + C M 1 1 t x a Z 12s START STA N33+34.52 g END STA N34+34.62 33+00 s . --"-34+00-- __ — — — -35+`00" 3 00 Q w w w N Y 0 3 o 3 400 LF 400 LF ' - 0 2 30 SF M NG AVENUE 7 56 SF z 5 100 LF 3 26 L f 13 LF F 114 ,fi n, . C zr� LDkxt I eg }' fit* `�i �4s�"` '�- ��i,>"�� � ``• �� , . STRIPING NOTES : 1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING 2 INSTALL TYPE IV ARROWS 3OINSTALL DETAIL 8 4O INSTALL DETAIL 21 O5 INSTALL DETAIL 38A (D INSTALL DETAIL 40 0INSTALL "RIGHT" "TURN" "LANE" MARKINGS File Name: Min Pavement Rehab Drawn: N. GRE WAL CIT OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK238 Engineer: N. GREWAL Date: Jun. 30, 11 Checked By LEG CONSTRUCTION NOTES: 1❑ MANHOLE TO BE ADJUSTED BY OTHERS. ❑ INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. 3❑ ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL 6' x 50' TYPE "C" LOOP DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. THE DEPTH OF RE CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TIONS 73-1.06.. ©CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL -AND CONFORM TO THE DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD DETAILS AS SHOWN TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCD. Q CONTRACTOR SHALL CONSTRUCT CURB & GUTTER W/TH REINFORCED CONCRETE A T THE LOCA TION SHOWN ON FOR THIS PROJECT. THESE PLANS REINFORCED CONCRETE SHALL HAVE 8 -INCH THICKNESS WITH 3 14 REBARS (ONE REBAR FOR THE CURB AREA AND TWO REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 2 FOR REBAR DETAILS. ® CONTRACTOR'S LIMITS OF PAVING OPERATION ON MING AVENUE BETWEEN WIBLE ROAD AND HUGHES LANE SHALL BE FROM THE LIP OF GUTTER TO LANE LINE NUMBER 11. (SEE SHEET 2 FOR DETAILS). EXCEPT AS SHOWN ON PLANS. ❑g CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT FRAME AND COVER PER ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A TYPE CM. 10 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STANDARD ST -2. 0 2 30 SF M NG AVENUE 7 56 SF z 5 100 LF 3 26 L f 13 LF F 114 ,fi n, . C zr� LDkxt I eg }' fit* `�i �4s�"` '�- ��i,>"�� � ``• �� , . STRIPING NOTES : 1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING 2 INSTALL TYPE IV ARROWS 3OINSTALL DETAIL 8 4O INSTALL DETAIL 21 O5 INSTALL DETAIL 38A (D INSTALL DETAIL 40 0INSTALL "RIGHT" "TURN" "LANE" MARKINGS File Name: Min Pavement Rehab Drawn: N. GRE WAL CIT OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK238 Engineer: N. GREWAL Date: Jun. 30, 11 Checked By LEG SND SYMBOLS INSTALL - FULL DEPTH RECONSTRUCTION IN 6' x 50' TYPE "C" LOOP AREAS INDICATED r�� ON THE PLANS. THE DEPTH OF RE CONSTRUCTION N O INSTALL TYPE "E" LOOP MING AVENUE SI -ALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF ADJUST MONUMENT LID, THE PLANS ISSUED FOR THIS PROJECT. © FRAME, AND COVER PER - C.O.B. DRAWING S-29 Ff WH 'ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 wv WATER VALVE TO BE ADJUSTED BY OTHERS .v. GAS VALVE TO BE ADJUSTED BY OTHERS GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VAR'OUS U TIL I T Y COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM 0 CAL TRANS PLANS DATED MAY 2006. PAVEMENT REHABILITATION 2011 MING AVENUE FROM WISLE ROAD TO HUGHES LANE—) ASE 4 PLANS I 0 170 SHEET N0. 30F6 2 k, J w ry O 41 0 a z 52 m W H F— O n n A AI C) E 00 N Y O / 01 N 0 0 Y 3 c E } F S TREE T A ND � OF CONS TRUC TION VARIES F VARIES i EAST BOUND PHASE 1 24' 4'-18' WIDTH & L OCA TIONS RIES SEE PLAN 11 ' M i it . F'"w- CHANNELIZING DEVICE �`�=+why, � .� ✓• • SEE STREET PLANS FOR PA VING L TS MING AVENUE CONS T N PHASING SEE PLANS FOR LOCA TIONS PHASE No. I NOT TO SCALE (,' gT49'T-T AAM /- nc- r-nni('rr)i,nr,i,A, FOR PAVING L TS -MING AVENUE CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.2 CITY F BAKERSFIELD. CALIFORNIA File Name -'Min 9 Povement Rehob Drown: N.GRE WAL PUBLIC WORKS DEPARTMENT Job No.: TOK238 Engineer: N. GREWAL Date: Jun. 28, 1 Checked 8y.• pRpFESSJpN SEAN GIS T ED Cl VlL INE W �c crn ER 0 46803 `T' * Exp -6-30-13 CITY OF BAKERSFIELD s� P 1501 TRUXTUN A VENUE qTF C/��L BAKERSFIELD, CA 93301 CF REV/S/ONS N DA TE DESCRIP TION 10 4 FA VEMENT REHAB/L/TA TION "201 1 PHASE 4 MING A VENUE FROM W/BLE ROAD TO HUGHES LANE— PHASING NOTES SCALE: NTS ,117°9 SHEE T NO. 4 OF 6 a J Q W Ctfa- Q z m 0 w 0 J r N N O N O D a V) f— CD a ry Q) a n a Q) ry I E a I C: I co N Y O i— 0 N I 0 0 N / z Li w z CD z w I 0 / 04 • CONTROL PHASING NOTES MALI TO TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 12 COY TRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. M CC VTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® C TRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, CH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES • TRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN GRINDING, EARTHWORK AND PAVING OPERATIONS A ACTIVE IN THE INDICATED AREAS. CONTRACTORS SHALL MAINTAIN MINIMUM OF 12' MDE LANE FOR EACH DIRECTION OF TRAVEL DURING T/ S CONSTRUCTION ACTIVITIES ARE NOT PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORKDAY. © C TRACTOR SHALL SUBMIT TRAFFIC CONTROL do DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. .. Y TRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE A T ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. ®C TRACTOR SHALL COMPLETE WORK IN LANE 12 AND LANE /'3 OF PHASE 1 BEFORE DOING WORK IN LANE /1 EASTBOUND CO TRACTOR SHALL COMPLETE WORK IN LANE 12 AND LANE /'3 OF PHASE 2 BEFORE DOING WORK IN LANE /1 WESTBOUND. • ON on no an ■■ I 4 I a- I < I I LI i it 4 IC) J LO IN 17+00 w 18+00 r -P" 19+OQ 20+00 _ n 2T+7J0 -- z _r -I r- -2c —''— 12+00 ®"13+00 4. '.°_. -- I C+pO •. —^ — 15+00 ., MING AVENUE of 0 L _ =--7= MING AVENUE I W i IQkt III[ N U ... -- i� ___+ 28+00 Wa — . a• �— _3Yo0�® 32+" m 3+00 LLLL 01 MING AVENUE F' MING AVENUE U) TRAFFIC CONTROL PHASING NOTES MALI TO TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 12 COY TRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. M CC VTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® C TRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, CH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES Q5 C TRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN GRINDING, EARTHWORK AND PAVING OPERATIONS A ACTIVE IN THE INDICATED AREAS. CONTRACTORS SHALL MAINTAIN MINIMUM OF 12' MDE LANE FOR EACH DIRECTION OF TRAVEL DURING T/ S CONSTRUCTION ACTIVITIES ARE NOT PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORKDAY. © C TRACTOR SHALL SUBMIT TRAFFIC CONTROL do DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. F-71 CC Y TRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE A T ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. ®C TRACTOR SHALL COMPLETE WORK IN LANE 12 AND LANE /'3 OF PHASE 1 BEFORE DOING WORK IN LANE /1 EASTBOUND CO TRACTOR SHALL COMPLETE WORK IN LANE 12 AND LANE /'3 OF PHASE 2 BEFORE DOING WORK IN LANE /1 WESTBOUND. aipffi Gi PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. QRpFESSlON pEAN R q� OHO q,��i 2C w � W REGISTERED CIVIL NGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE -V CIVIL BAKERSFIELD, CA 93301 QF CALF REVISIONS No. DA TE DESCRIPTION 3? 4 m SCALE: I "= 60' PHASING PLAN— PHASE 1 File Name.- Min g Povemenf Rehab Drawn: N.GRE WAL PAVEMENT REHABILITATION 2011 PHASE 4 sHEET No. CI OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK238 Engineer: N.GREWAL Dote: Jun. 30, 11 Checked By.- , MING AVENUE FROM W/BLE ROAD TO HUGHES LANE—PHASING PLAN 5 OF 6 0 1 2 3 J Q w ly0 a__ Q z m 0 w 0 J a_ CD Q O ry CL 0) / a C- ry E Q) a I co N V O 0 N I 0 0 N c� z ry w w z CD z w I J / w 12+00„.,.. MING AVENUE I < I I Q; d Cz j CSf 1 z k Q 1 ---�• o ._ — — 14+00 _ ""' _D 15+00 0 17+00 X18+°° M> _ 19+Oq z0+oo rbil MING AVENUE W I O' — ry' LL- I MING AVENUE 01 MING AVENUE ry-00 I < Q , U!) .TRAFFIC CONTROL PHASING NOTES: FIALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. Q2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER, 30 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCO" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS. WHICH REOUIR£ THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES Q5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN GRINDING, EARTHWORK AND PAVING OPERATIONS ARE ACTIVE IN THE INDICATED AREAS. CONTRACTORS SHALL MAINTAIN MINIMUM OF 12' WIDE LANE FOR EACH DIRECTION OF TRAVEL DURING TIMES CONSTRUCTION ACTIVITIES ARE NOT PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORKDAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. Q7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER, ® CONTRACTOR SHALL COMPLETE WORK IN LANE 12 AND LANE /3 OF PHASE 1 BEFORE DOING WORK IN LANE ,/1 EASTBOUND. CONTRACTOR SHALL COMPLETE WORK IN LANE 12 AND LANE ,p3 OF PHASE 2 BEFORE DOING WORK IN LANE /1 WESTBOUND. a OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT PHASING LEGEND In— u- /10 �z Iw PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION 111ii ill L4 AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. File Name: Min g Pavement Rehab Drawn: N.GRE WAL Job No.: TOK238 Engineer: N.GREWAL Date: Jun. 30, 11 Checked By PHASING PLAN— PH PAVEMENT REHABILITATION 2011 MING AVENUE FROM WIBLE ROAD TO HUGHES L.Z U 1 2 3 QROFEss /01v pEAN R O 'li C rn REG T RED 1 VlL ENGINEER C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE q�F OF BAKERSFIELD, CA 93301 CAt�F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 4 SCALE: 1 "= 60' ASE 2 -D �� PHASE 4 SHEET NO. WE— PHASING PLAN 6 OF 6 U 1 2 3