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HomeMy WebLinkAbout6.1-1709X LIST OF DRA WINGS SHEE T 1 TI TL E SHEE T SHEE T 2 DETAILS & SECTIONS SHEET 3 RECONSTRUCTION PLANS SHEET 4-6 PHASING PLAN CITY STANDARDS ST -1, ST -2, ST -7, ST -9 STATE STANDARDS CITY OF BAKERSFI DEPARTMENT OF PUBUC WORKS ESD PAVEMENT REHA BIL I TA TION 2077 PHASE AN Nw A20A, A20B, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS .. EA SEMEN T — RIGH T— OF— WA Y - - CEN TERL INE —RAILROAD TRACKS -- CHAIN LINK FENCE PR LOC -------------------------------------------------------------- - EXIST CURB & GUTTER ------- — - EXIST. A.C. FL 0 WLINE EXIST EDGE OF PA YEMEN T GUARD RAIL IMPRO VEMEN TS M.H. ® MANHOLE P.P. -E- POWER POLE fir! EXISTING MONUMENT 0 UTILITY SYMBOLS TRAFFIC STRIPING, DETAIL 8 (PAINT) W --- ------ EXIST WA TER LINE ----------- S ---------- EXIST SEWER LINE G ----------- EXIST GAS LINE ----------- SD ----- ----- EXIST STORM DRAIN aH EXIST AERIAL ----------- E ----------- EXIST UNDERGROUND Da LINES FIRE HYDRANT PA VEMEN T MARKERS, TYPE D POWER LINE TV EXIS T UNDERGROUND ----------- T----------- EXIS T UNDERGROUND TV CABLES APPROVED BY= PHONE LINE El ------------ EXIST OIL LINE ------------ FO ----------- EXIST FIBER OPTIC LINE M.H. ® MANHOLE P.P. -E- POWER POLE fir! EXISTING MONUMENT 0 FU TURE MONUMEN T S.L. TRAFFIC STRIPING, DETAIL 8 (PAINT) ❑ STREET LIGHT WV STREET LIGHT W/MAST ARM ® CLEAN OUT ^F.H. FIRE HYDRANT W.M. TRAFFIC STRIPING, DETAIL 8 (PAINT) ❑ WATER METER WV 37 N WATER VALVE G.M. LF ® GA S ME TER G. V. PA VEMEN T MARKINGS (PAINT) Da GAS VALVE BENCHMARK NNW— A U TO SCOPE © PRE— EMP TION DEVICE MING AVENUE WIBLE ROAD TO HUGHES LANE L 0 CA TION MAP NOT TO SCALE I FINAL PAY QUANTITIES I ROAD WA Y EXCA VA TION (EARTHWORK) 5,494 C TRAFFIC STRIPING, DETAIL 8 (PAINT) 8,825 LF TRAFFIC STRIPING, DETAIL 21 (PAINT) 37 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 576 LF TRAFFIC STRIPING, DETAIL 40 (PAINT) 40 LF PA VEMEN T MARKINGS (PAINT) 1,382 SF FIRE HYDRANT PA VEMEN T MARKERS, TYPE D 2 EA Job No.: TOK238 File Path: K:\LDD—ENGINEERING\2010-2011\TOK238—Ming—Pavement—Rehab\dwg File Name: Ming Pavement Rehab.dwg 03 M w Lu Z Z STATE OF CALIFORNIA 0 NO TE: O THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID L I CEN SES: CLI NO TE: O THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR L SERVICE 1-800-642-2444, 48 HOURS PRIOR TO w EXCA VA TION. Q O PROJECT LENGTH OO ESS/ON pEAN opo rn C 46803 * Exp.6-30-13 C / V I OF CA1 TRAFFIC ENGINEERING PAVEMENT REHABILITATION 2011 PHASE 4 MING AVENUE FROM WISLE ROAD TO HUGHES LANE a DATE INO 1 OF 6 SHEETS 1 2 3 0.50 MILES W Z Q APPROVED BY= (V Z RAUL . ROJAS, R.C.E. 39800, EXPIRES 12-3'1-11 PUBLIC WORKS DIRECTOR DATE APPROVAL RECOMMENDED BY: kv (Is A SISTANT , PUBLIC W RKS DIRECTOR DATE �y CI�ENGINE — DESIGN DATE ,ENGINEERING TRAFFIC ENGINEERING PAVEMENT REHABILITATION 2011 PHASE 4 MING AVENUE FROM WISLE ROAD TO HUGHES LANE a DATE INO 1 OF 6 SHEETS 1 2 3 . . . . . . . . . . ...................... 7 € r 1 1 1 F I i LIJ W LJI START CURB & GUTTER RECONSTRUCTION STA N34+85 CITY OF BAKERSFIELD, CALIFORNIA x834 LF MING IAV IL STA N37+02.90 1 5 9 LF 3 5 -LE_ W Ed 1 O - _ -A— ILL STA N37+02.90/—I Q Z W J PUBLIC WORKS DEPARTMENT QRpFESS/ON OF -AN REGI S TE ED CIVILI ENGINEER' C 46803 r.T.' . _ - * Exp. 6-30-13 * CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CI V �` BAKERSFIELD, CA 93301 OF CA\- __ G „ U REV/S/ONS 3 80 LF ' No. DA TE DESCRIPTION 1 O O 12' oN G *00 �-- 19+�q, 20i W -- —o— d . J wv 2 wv -i 1' Q i • T 1 MING AVENUE SCA LE.• 1 "= 40' CONSTRUCT/ON NOTES 10 A S 3 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. 0- ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL 0 INSTALL TYPE "E" 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. 00 00 N 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 C.O.B. DRAWING S-29 DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD T) TRAFFIC ENGINEERING DIVISION CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCD. a CONTRACTOR SHALL CONSTRUCT CURB & GUTTER W/TH REINFORCED CONCRETE AT THE L OCA TION SHOWN ON C.O.B. DRAWING S-7 THESE PLANS. REINFORCED CONCRETE SHALL HAVE 8 -INCH THICKNESS WITH 3 14 REBARS (ONE REBAR FOR wv 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 W/BLE ROAD AND HUGHES LANE SHALL BE ADJUSTED BY OTHERS FROM THE LIP OF GUTTER TO LANE LINE NUMBER 11. (SEE SHEET 2 FOR DETAILS). EXCEPT AS SHOWN ON PLANS. ag CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT ADJUSTED BY OTHERS 1 10 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STANDARD ST -2. 0 _ _ _ — _ 3 287 LF LF _3-287 0 1 � O O ® 12' (D N +00 G G -+oo-- -- -- -- -o W — -t– mi w U 1• Q -FO75 FO-- - -- FO -- 3 281 LF 3 281 LF Q) n C -a 3 398 LF 3 39 F a O O I -- — — -- 1 CN °' M 1 - W 0 Z 12' START STA N33+34.52 ® END STA CL I 33+00 c ' 1,c'�' Q w - w00 w N 0FO 3' - / 0 ' 3 400 LF o 3 400 LF 0 N CD MIT AVENUE 7 56 SF z CK w w z c� z w I 0 Y € r 1 1 1 F I i LIJ W LJI START CURB & GUTTER RECONSTRUCTION STA N34+85 CITY OF BAKERSFIELD, CALIFORNIA x834 LF MING IAV IL STA N37+02.90 1 5 9 LF 3 5 -LE_ W Ed 1 O - _ -A— ILL STA N37+02.90/—I Q Z W J PUBLIC WORKS DEPARTMENT QRpFESS/ON OF -AN REGI S TE ED CIVILI ENGINEER' C 46803 r.T.' . _ - * Exp. 6-30-13 * CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CI V �` BAKERSFIELD, CA 93301 OF CA\- __ G „ U REV/S/ONS 3 80 LF ' No. DA TE DESCRIPTION 1 O O 12' oN G *00 �-- 19+�q, 20i W -- —o— d . J wv 2 wv -i 1' Q i • T 1 MING AVENUE SCA LE.• 1 "= 40' INSTALL 1' WIDE STOP BAR AND CROSS .WALK STRIPING INSTALL TYPE IV ARROWS INSTALL DETAIL 8 INSTALL DETAIL 21 INSTALL DETAIL 38A INSTALL DETAIL 40 INSTALL "RIGHT" "TURN" "LANE" MARKINGS File Nome: Min g Pavement Rehab Drawn: N. GRE WAL Job No.: TOK238 Engineer: N.GREWAL Date: Jun. 30, 11 Checked By: END STA -29+75.06 O M -- - - - X00 32 W - - wo-- U Q LEGEND CONSTRUCT/ON NOTES 10 MANHOLE TO BE ADJUSTED BY OTHERS. 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL 0 INSTALL TYPE "E" 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. ADJUST MONUMENT LID, 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 C.O.B. DRAWING S-29 DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD M.H. ADJUST MANHOLE TRAFFIC ENGINEERING DIVISION CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCD. a CONTRACTOR SHALL CONSTRUCT CURB & GUTTER W/TH REINFORCED CONCRETE AT THE L OCA TION SHOWN ON C.O.B. DRAWING S-7 THESE PLANS. REINFORCED CONCRETE SHALL HAVE 8 -INCH THICKNESS WITH 3 14 REBARS (ONE REBAR FOR wv 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 W/BLE ROAD AND HUGHES LANE SHALL BE ADJUSTED BY OTHERS FROM THE LIP OF GUTTER TO LANE LINE NUMBER 11. (SEE SHEET 2 FOR DETAILS). EXCEPT AS SHOWN ON PLANS. ag CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT ADJUSTED BY OTHERS ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A TYPE Cu. 10 CONTRACTOR SHALL CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STANDARD ST -2. INSTALL 1' WIDE STOP BAR AND CROSS .WALK STRIPING INSTALL TYPE IV ARROWS INSTALL DETAIL 8 INSTALL DETAIL 21 INSTALL DETAIL 38A INSTALL DETAIL 40 INSTALL "RIGHT" "TURN" "LANE" MARKINGS File Nome: Min g Pavement Rehab Drawn: N. GRE WAL Job No.: TOK238 Engineer: N.GREWAL Date: Jun. 30, 11 Checked By: END STA -29+75.06 O M -- - - - X00 32 W - - wo-- U Q LEGEND SYMBOLS INSTALL FULL DEPTH RECONSTRUCTION IN 6' x 50' TYPE "C" LOOP AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON 0 INSTALL TYPE "E" LOOP MING AVENUE SHALL 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 M.H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 wv N WATER VALVE TO BE ADJUSTED BY OTHERS 1'v GAS VALVE TO BE ADJUSTED BY OTHERS PAVEMENT REHABILITATION 2011 PHASE 4 MING AVENUE FROM WISLE ROAD TO HUGHES LANE -RECONSTRUCTION PLANS x I ~ D SHEET NO. 3OF6 1 2 3 Ll Q L Q c G L Q t_ LL c a I I C L n 6 rr' C C C\ N C- C- C) a U) Q) C7 C) C- Q) Q_ c Q) E N a Q 6 6 d N Q_ I a� a� a Q I c I 00 N Y O O N I O O N C� z a' w w z z w I Od QRpFESS/0N DEAN REGISTERED QIVIL�NGINEER C 46803 y� Exp. 6-30-13 r CITY OF BAKERSFIELD 0) I II 1 I I I 1501 TRUX TUN AVENUE qTF G/v�\' BAKERSFIELD, CA 93301 OF CAL\F REVISIONS M o � i 1 , ��� I 1 O � � � ( ��� � W � + No. DA TE DESCRIPTION .�J 1+ 1 LO Q , i i i Icv Li ui 1 --- ' -- ---- 12+00 15+00 —� 17+00 18+00 a 18+00 20+00 _ ` 2i II+ 0- — --- 23+00 01-0 Inggg Iv z H 1 O -_ = 1i'/-- �\ J 1 iLi MING AVENUE J Q 1 MING AVENUE I I ren W 1 Q E F n . m SCALE: 1 "= 60' N I 1 COI I I C o LO , + CN r. Q I I `Y' 1 Q -0 U 1 * + 0 -1 w .® _ _ _ " 28+00 __ — _.. 2 +09— — 30T00- 3T+oo _ �___ _ _......... -- U ' ' 5 ' 32+d0 ® 33+00 34,00 _ e 35-Fuu _ _ LLJ o ®_ .m..,...,a.....»-................�.�.w�......»�., 1 I 111 111111 -0 111 91 lffl IT Til .... ...... O 0 In LL I MING AVENUE ` `�, 1u- 01 /— I- MING AVENUE I 10 > �I W I o Q , �z �-1 f I W U) / PHASING LEGEND aD PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION E O 0 AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. I • N `S 0 0 N I 0 0 N C� z w Li z c� z Li I PHASING PLAN- PHASE 1 ;� 1 Lp, 1 1 01 File Name: Min Pavement Rehab Drawn: N.GRE WAL PAVEMENT REHABILITATION 2011 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK238 Engineer: N.GREWAL Date: Jun. 30, 91 checked By MING AVENUE FROM W/BLE ROAD TO HUGHES LANE—PHASING PLAN 5 OF 6 0 1 2 3 TRAFFIC CONTROL PHASING NOTES ALL TRAFFIC STRIPING & PAVEMENT MARK/NGS SHOWN ON THE PHASING PLANS ARE EX/ST/NG AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL &DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. �2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER, 3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PR/OR TO ANY PHASE OPERATIONS® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO I5 MPH THROUGH INTERSECT/ONS, WH/CH REWIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO AL/GN WITH CONSTRUCT/ON PHASING LANES. �5 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 l2' IMDE LANE FOR EACH DIRECTION OF TRAVEL DURING TIMES CONSTRUCTION ACT/VlT/ES 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. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE A T ANY G/ VEN TIME WITHOUT THE PERM/SS/ON OF THE ENG/NEER, ® CONTRACTOR SHALL COMPLETE WORK /N LANE /2 AND LANE /3 OF PHASE l BEFORE DO/NG WORK /N LANE jl EASTBOUND. CONTRACTOR SHALL COMPLETE WORK IN LANE ,/2 AND LANE /3 OF PHASE 2 BEFORE DOING WORK /N LANE /I WESTBOUND. J Q Li 0 Q Z m 0 w 0 a_ .Q 0 4) Ir a 0) 1-1 C) 0 Ir I Q) 0 n I U) C I 00 N v O 0 N I 0 0 N c� z ry w w z z w I D J M ,�I lalr I ❑2 I 12+00 "" " _ ® 13 00-- — IA+00 ..•- -.-D 15+00 — —® MING AVENUE r lI... !J 2 17+00 18+00 .,-�"'" r ...�.-^` is+Og. .......—_. z0+06-- "_""`® """"®"'"' °�^------•- ,.�....._.. I� 01 MING AVENUE i J 1 I i> C1 0 + N I -- -_ lol �ol lol lM lol C - �1 _o__ W,.—,..—.. ...., .. �..,..�.,._ ®...._ ...., .... _.._.-- y1 ' 3 p0-- ®".71 0+ 0....� ..._....... r.. _.® 32+uu ,_ J 33+00 _.® .____ ®..3MO .... �.... _.� 35+.OD"'_'"' L 1 MING AVENUE 01 MING AVENUE �1 W U� .TRAFFIC CONTROL PHASING NOTES Fl ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EX/ST/NG AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. ❑2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. ❑3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCT/ON PHASING LANES. ❑5 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 MIN/MUM OF 12' WIDE LANE FOR EACH DIRECTION OF TRAVEL DURING TIMES CONSTRUCTION ACTIWT/ES 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 MORK, ❑7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERM/SS/ON OF THE ENGINEER. ® CONTRACTOR SHALL COMPLETE WORK /N LANE 12 AND LANE /3 OF PHASE 1 BEFORE DOING WORK /N LANE /1 EASTBOUND. CONTRACTOR SHALL COMPLETE WORK /N LANE 12 AND LANE 13 OF PHASE 2 BEFORE DOING WORK /N LANE 11 WESTBOUND. lO Io LO 1N k .�� Icn +w Iz U 2 PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. QRpFESS/py q 10 AN REG S7E°REDl VlL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 150/ TRUXTUN AVENUE qTF Cl �F cg -\F c BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / C SCALE. 1 "= 60' PHASING PLAN- PHASE 2 - 1701 File Name. -Min g Pavement Rehab Drawn: N. GRE WAL PA VEMENT REHABILITATION 2011 PHASE 4 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK238 Engineer: N.GREWAL SHEET NO. Date: Jun. 30, 11 Checked By.- MING AVENUE FROM W/BLE ROAD TO HUGHES LANE— PHASING PLAN 6 OF 6 0 1 2 3