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HomeMy WebLinkAbout6.1-1721LIST OF DRI WINGS i SHEET 1 TITLE SHEET SHEET 2 DETAILS & SECTIONS SHEET 3 STANDARDS SHEET 4-5 CONSTRUCTION PLANS SHEET 6-7 PHASING PLANS BENCHMARK CITY OF BA ; ERSFIEL D N Q PAVEMENT REHA BIL 1 TA TION 2013 PHASE 3� 0 DRw MA R TIN LUTHER KING JR. BLVD. FROM VV/LK/NS TO E. CAL /PORN/A A VE. THE MONUMENT AT THE STREET /NrERSECT/jNOF OR. MARTIN LUTHER KING JR. BLVD. AND VIRGINIA A UE SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT THE BENCHMARK � STPL 5 (192) SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA VD 83. MONUMENT ELEVATION: 284.7736 BA SIS OF BEA RING THE CEN TERL INE OF DR. MARTIN LUTHER KING JR. BLVD. SHALL BE USED AS THE BASIS OF BEARING. CITY STANDARDS' PER C. 0. B. PROPOSED DESIGN MANUAL ST -16, ST -21, SW -2, { SW -4, SW -6 STATE STANDARDS A20A, A20B, A20D, A2 A, A24C, A24D CONVENTIONAL SYMBOLS — — — — — — — EA SEMEN T ' _ — — — EXIST. CURB & CUTTER -- -- RIGHT -OF- WAY ----------------------------- EXIST. A.C. FLOWLINE CEN TERL INE EXIST EDGE OF PA VEMEN T III RAILROAD TRACKS GUARD RAIL X CHAIN LINK FENCE j IMPROVEMENTS i UTILITY SYMBOLS a W EXIST WATER LINE 9 s EXIST SEWER LINE G EXIST GAS LINE SD EX/ST STORM DRAIN ON EXIST AERIAL E EX/ST UNDERGROUND LINES PO WER LINE Tv EX/S T UNDERGROUND T EX/S T UNDERGROUND TV CABLES PHONE LINE O EX/S T 0/L LINE FO EXIST FIBER OP Tl C LINE F.H. Fo MANHOLE a oo., FIRE HYDRANT I P.P. -� P 0 WER POLE II' W.M.WATER METER W.V. EXIS TING MONUMENT WATER VALVE G.M. FU TURF MONUMEN T ® GA S ME TER S.L. G. V. 3 S TREE T LIGHT:j GAS VALVE S TREE T LIGHT W/MA S T A llil $ BENCHMARK C.O. �I ® CLEAN OUT EI&- A U TO SCOPE © PRE- EMP TION DEVICE k i i LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNI T OF MEASURE TRAFFIC STRIPING (PAINT) - DETAIL -8- 9 LF 2,452 TRAFFIC STRIPING (PAINT) - DETAIL 21 LF 1,608 TRAFFIC STRIPING (PAINT) - DE TAIL 38A LF 351 TRAFFIC STRIPING (PAINT) - DE TAIL 39 LF J,294 TRAFFIC STRIPING (PAINT) - DETAIL 39A LF 900 PA VEMEN T MARKINGS (WHITE PAINT) SF -2-,6-44- FIRE H YDRAN T MARKERS - BLUE EA 7 2,i$ 8 Job No.: XX File Path: K:\LDD—ENGINEERING\2012-2013\RSTP— Paving Projects\MLK Jr Blvd—T3K207 File Name: MLK—Rehab.dwg v N 0 5 P F / O/V AD < � APPROVAL RECOMMENDED BY: �E � MM c Q W tT C 67008 * Exp. 9-30-14 * ASSISTANT *PUBLIC WORKS DIRECTOR DATE W CIV 1 F OF CAL\F� _� J *'CIVIL ENGINEER IV — DESIGN ENGINEERING DATE Z CL TRAFFIC ENGINEERING DATE PA VEMENT REHABILITATION 2013 PHASE 3 NO 1 OF OR. MARTIN LUTHER KING .JR. BLVD. 7 FROM WILKINS ST. TO E. CALIFORNIA AVE. SHEETS O 1 2 3 z Q J Q a U w 0 m 0 w 0 J n 0 v - II a m I Y J 0 N Y F- I m Y J U N 0 n m 0 n I n m i 0 N I N O N 11.1 CD Z_ ry III w z z w I 0 0 J OR CITY OF BAKER F 2' MA TCH EXISTING S TREE T AND � OF CONS TRUC TION 32' (+/- STRAIGHT T G�—R—AD-E /-0.20' (2.4") TYPE "A" A. C. 0VERLA Y 1.33' (16') CEMEN T TREA TED BASE EXISTING CURB & GUTTER (TYP) D 2' 1.33' (16 ") CEMEN T TREA TED BA SE 0.20' (2.4') TYPE "A" ASPHALT CONCRETE 32' (+ RAISE CROWN AS NEEDED TO ELIM/NA TE HAUL — OFF (see NO TE) —• 0.20' (2.4 ") TYPE "A" STRAIGHT A. C. 0 VERLA Y GRA_— DE,.** F 0 H EX/STIN 1.33' (16') CEMENT TREATED BASE I EXISTING CURB & GUTTER (TYP) **.-CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 4% NOTE: CON TRA C TOR SHALL REMOVE ENOUGH MATERIAL TO A CCOMMODA TE 1.33' (16') CEMENT TREATED BASE AND 0.20' (2.4") A.C. CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. TYP/CAL ROAD WA Y SEC TION - DR. MARTIN L UTHER KING JR. BL VD. W/L K/NS S T. TO E. CA L /FORN/A A VE. CEMENT TREATED BASE S TA 12+ 11 TO 29+69 S TREE T AND � OF CONSTRUCTION F 1 32' (+ /- MATCH EXISTING STRAIGGRADEHT T see No to / — 0.20' (2.4') TYPE "A " A. C. O VERL A Y 1.33' (16') CEMENT TREA TED BASE EXISTING CURB & GUTTER (TYP) �� 4470 O'vlll 1.33' (16') CEMENT TREATED BASE 0.20' (2.4') TYPE "A" ASPHALT CONCRETE 2' - 14' see Note 2 32' (+/— STRAIGHT GRADE** NOT TO SCALE 0.20' (2.4') TYPE "A" A. C. 0 VERLA Y F , o4FESS /ON REGI TERED CIVIL ENGINEER C 67008 Exp.9-30-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF ClV �� BAKERSFIELD CA 93301 QF CALF REVISIONS No. DA TE DESCRIPTION **.-CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 4% 1.33'- (16') CEMENT TREA TED BASE J EXISTING CURB & GUTTER (TYP) EXISTING MEDIAN ISLAND (TYP) (see NOTE 1) NOTE 1: CONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, COND UI TS, FACILITIES, AND VEGETATION. CON TRA C TOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND VEGETATION WITHIN THE MEDIAN ISLAND. NOTE 2: MEDIAN ISLAND CURB REVEAL SHALL BE 8" (0.67) ALL THROUGHOUT THE PROJECT LIMITS. TYP/CAL ROAD WA Y SEC TION - DR. MARTIN L UTHER KING JR. BL VD. W/L K/NS S T. TO E. CA L /FORN/A A VE. CEMENT TREATED BASE STA 29+69 TO 56+14 NO T TO SCALE File Nome: MLK—Rehab Drawn: JOE CA TALAN PUBLIC WORKS DEPARTMENT Job No.: T3K207 Engineer: JOE CATALAN Date: Mar. 5, 13 Checked By i PAVEMENT REHABILITATION 2013 PHASE 3 DR. MLK JR. BVD. FROM WILKINS ST. TO E. CALIFORNIA AVE. - SECTIONS 0 7c� / SHEE T NO. 2OF7 1 2 3 0 I I 3 a a� ry I Y J O N Y I M Y J U A� O L n 0) c a n I n 0 N I N O N 0 Z_ Lii w Z Z w I J / 914 WHEN HYDRANT /S WITHIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER AT THE SIDE STREET SHALL BE REQUIRED. ■ TRAFFIC FLOW i � IIS I I i 6" (ER MUTCD 2003 CALIFORNIA SUPgEMENT FIGURE 3B-102) TYP. i, ■ II �I I; I LANE TWO _._ __ LANE ONE:L i E�iII T FIRE HYDRANT TRAFFIC FLOW PLACEMENT OF OF FIRE HYDRANT MARKER SHALL BE LOCATED 3" OUTS/DE OF THE LANE ONE STRIPE FIRE HYDRANT MARKER LOCATIONS R=0.5" (12mm) - 2.0" Min. BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: 5' WIDE AT CURB AND GUTTER 4' A T CURB ONL Y BEGIN DETAIL 39 AT ECR W/ PA VEMEN T MARKING W a--- W I_ END DETAIL 39 AT BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES A T 1141D -ARC POINTS OF THE CURB RETURNS TERM/NA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANES TRIPING A T INTERSECT/ONS WITHOUT STOP BARS NOT TO SCALE I i a, 4.0 Max. I I' i .. �� ° `•' - EXISTING MANHOLE SHALL BE CENTERED IN THE PAD i NO TEs: n 1. All work shall conform to the opplicab/e sections of the specifications entitled 'Standord Specifications, State of Colifornio, Department of Transportation', approved current edition. 2. All unlined manhole pints shall be filled with Kent I Class " " seal or approved black mastic equal. Inside of manholes Concrete must be mortared and neatly roked or wiped on inside of pipe. J. Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. PLAN AT SURFACE 5. Concrete pod shall be cured with a white pigmented I curing compound as per section 90-7.018 of the standard i specifications P.C.C. slab not to be po red until 6. See standard drawing SW -6 for frome, cover, and paving is in place. Slab2nd lid drop manhole details to be 0.125" to 0 25 ." (3 r to 6mm) below new finished poving.� ; 8.0" Min. { ll! i' T I � 2: i rtar, NOT TO SCALE TOP VIEW Note: P.C.C. slab not to be opoured until poving is in place. NO TEs: 1. All work shall conform to the opplicabte sections of the specifications entitled 'Standard Specifications, State o/ Collforn/a, Deportment of Transportation'; 10 opproved current edition. 2. Mortar shall consist of one part Port/and Cement N and two parts of clean, well graded sand. 2.• 1 Mortar, 2.0' Dio. Dry Packed 3. Joints shall be filled with mortar and neatly cleaned (0.6m) `�� or wiped on inside of pipe. 4. Pre cast reinforced manhole sections shalt be constructed in accordance with the provisions of ASTM C-478, current edition. Edge Pick Hole (Optional) 0.5" x 0.375' Diamond Mat, (12mm x 9mm) 0.125" (3mm) Deep A 0.5" (12mm) Hole 0.75' (20mm) Letters 0.125" (3mm) High 0.06" (2mm) - 0.375' (10mm) 025" (6mm)' 0.375' (10mm) IStomp Disk with R.C.E. or L.S. Number. QRpF ESS IOrV PA'D q` Q r* REGIS TERED Cl VIL ENGINEER C 67008 * Exp. 9-30-14 CITY OF BAKERSFIELD �P 1509 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCR/P TION P.C.C. slob not to be poured until paving Note.- PCC Slob not to be placed until is in place. Slab and lid to be 0.125' to posing is in place. 0.25' (3mm to )mm) below new paving 20'(0.6m) Square A.C. Paving Sowcut 1.0" (25mm) Letters, 0.25" (5mm) Hign -� ; '"• 1. -� R R � •. ao :: • .; :': 6.0" (0.15m) Dio. " e' • � MONUMEN Top of Building paper or Monument Q ' Plastic in profs BKSF ��� 10-(0. Pipe Casing 12• (0.3m) Dia. 2.0'(0.6m) Square 11. PLAN Concrete Pad 12.125'(0.3m) SECTION THRU MONUMENT 10.75" (0.27m) 0.625' (16mm) 9.875" (0.25m) 0.75' (19mm) NOTES: 1. All work shall conform to the opplicable sections of the specificotions entitled 'Standard Specifications, State of 1.625" 4 mm) California, Deportment o/ Transportation', approved current 9.5" (0.24m) edition, and the following general notes: o.. 0 2. Castings shall conform to the provisions of the specifications `� for grey -iron castings, serial designation ASTM- A48, class no. JOB 10.125' (0.26m) All frames and covers shall be tough, grey cost iron, free from warps, crocks, swells, and cold sheet, and sholl have a 10.875' (0.28m) workmanlike finish. SECTION A -A 4 The cents of frames and beor'n / / the covers shall be Disk shall be Leitz No. 8134-13 or opproved equal N F_ w 0.438" x 2.0' Shank J (llmm x 50mm) i g aces o machined for a smooth, non -rocking fit between the two costings 5. Costing shot/ be thoroughly coned and dipped twice in o Concave depression for preparation of asphalt or cool tar and oil applied at 300° F Surveying purposes to form o firm and tenacious seal. 6. Concrete shall contain no additives unless prior written opprovol is obtained from the City Engineer. 7. Concrete shall be cured with a white pigmented curing compound complying with section 90-7.018 of the Standard Specifications 8. The surface sholl be finished to grade, troweled smooth, and given a light broom finish. 9. All concrete used shall be Class A" - 0.125(3mm) 10. The name of the manufacturing company shall be on the underside of the cover. Disk and Stem to be 11. Pipe casing sholl be 10' (0.25m) I.D. steel, A.B.S., or as cost together of Bronze directed by the City Engineer. FILENAME: ST-21REV DOME HEAD DISK DETAIL 7 I' TYPE � �i 7 A ANHOLE i„ TYPE B7 MANHOLE i NOT TO SCALE NOT TO SCALE I, I f / File Nome: MLK-Rehab Drown: JOE CATALAN CITY OF B _KERSFIELD, CALIF IA PUBLIC WORKS DEPARTMENT Job No.: T3K207 Engineer: JOE CATALAN PAVEMENT REHABILITATION 2013 PHASE 3 SHEET No. Date: Mar. 4, 13 Checked By DR. MLK JR. BVD. FROM WILKINS ST. TO E. CALIFORNIA AVE. - STANDARDS 3 OF 7 0 1 2 3 4.0' (1.2m) 11-1 See standard drawing SW -6 for frame and cover details ;J -� N The upper portions of incoming and outgoing sewers shall be removed and the broken edges sholl be plastered smooth with cement mortar. Class 'A' Concrete TOP VIEW Note: P.C.C. slab not to be opoured until poving is in place. NO TEs: 1. All work shall conform to the opplicabte sections of the specifications entitled 'Standard Specifications, State o/ Collforn/a, Deportment of Transportation'; 10 opproved current edition. 2. Mortar shall consist of one part Port/and Cement N and two parts of clean, well graded sand. 2.• 1 Mortar, 2.0' Dio. Dry Packed 3. Joints shall be filled with mortar and neatly cleaned (0.6m) `�� or wiped on inside of pipe. 4. Pre cast reinforced manhole sections shalt be constructed in accordance with the provisions of ASTM C-478, current edition. Edge Pick Hole (Optional) 0.5" x 0.375' Diamond Mat, (12mm x 9mm) 0.125" (3mm) Deep A 0.5" (12mm) Hole 0.75' (20mm) Letters 0.125" (3mm) High 0.06" (2mm) - 0.375' (10mm) 025" (6mm)' 0.375' (10mm) IStomp Disk with R.C.E. or L.S. Number. QRpF ESS IOrV PA'D q` Q r* REGIS TERED Cl VIL ENGINEER C 67008 * Exp. 9-30-14 CITY OF BAKERSFIELD �P 1509 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCR/P TION P.C.C. slob not to be poured until paving Note.- PCC Slob not to be placed until is in place. Slab and lid to be 0.125' to posing is in place. 0.25' (3mm to )mm) below new paving 20'(0.6m) Square A.C. Paving Sowcut 1.0" (25mm) Letters, 0.25" (5mm) Hign -� ; '"• 1. -� R R � •. ao :: • .; :': 6.0" (0.15m) Dio. " e' • � MONUMEN Top of Building paper or Monument Q ' Plastic in profs BKSF ��� 10-(0. Pipe Casing 12• (0.3m) Dia. 2.0'(0.6m) Square 11. PLAN Concrete Pad 12.125'(0.3m) SECTION THRU MONUMENT 10.75" (0.27m) 0.625' (16mm) 9.875" (0.25m) 0.75' (19mm) NOTES: 1. All work shall conform to the opplicable sections of the specificotions entitled 'Standard Specifications, State of 1.625" 4 mm) California, Deportment o/ Transportation', approved current 9.5" (0.24m) edition, and the following general notes: o.. 0 2. Castings shall conform to the provisions of the specifications `� for grey -iron castings, serial designation ASTM- A48, class no. JOB 10.125' (0.26m) All frames and covers shall be tough, grey cost iron, free from warps, crocks, swells, and cold sheet, and sholl have a 10.875' (0.28m) workmanlike finish. SECTION A -A 4 The cents of frames and beor'n / / the covers shall be Disk shall be Leitz No. 8134-13 or opproved equal N F_ w 0.438" x 2.0' Shank J (llmm x 50mm) i g aces o machined for a smooth, non -rocking fit between the two costings 5. Costing shot/ be thoroughly coned and dipped twice in o Concave depression for preparation of asphalt or cool tar and oil applied at 300° F Surveying purposes to form o firm and tenacious seal. 6. Concrete shall contain no additives unless prior written opprovol is obtained from the City Engineer. 7. Concrete shall be cured with a white pigmented curing compound complying with section 90-7.018 of the Standard Specifications 8. The surface sholl be finished to grade, troweled smooth, and given a light broom finish. 9. All concrete used shall be Class A" - 0.125(3mm) 10. The name of the manufacturing company shall be on the underside of the cover. Disk and Stem to be 11. Pipe casing sholl be 10' (0.25m) I.D. steel, A.B.S., or as cost together of Bronze directed by the City Engineer. FILENAME: ST-21REV DOME HEAD DISK DETAIL 7 I' TYPE � �i 7 A ANHOLE i„ TYPE B7 MANHOLE i NOT TO SCALE NOT TO SCALE I, I f / File Nome: MLK-Rehab Drown: JOE CATALAN CITY OF B _KERSFIELD, CALIF IA PUBLIC WORKS DEPARTMENT Job No.: T3K207 Engineer: JOE CATALAN PAVEMENT REHABILITATION 2013 PHASE 3 SHEET No. Date: Mar. 4, 13 Checked By DR. MLK JR. BVD. FROM WILKINS ST. TO E. CALIFORNIA AVE. - STANDARDS 3 OF 7 0 1 2 3 z Q Q Q U W 0 m 0 W 0 J n I I a- m O 0 N 0 N Lr> 0 U d 0 Q) 3 0 I J 0 N Y H I m V / u .21 0) 0 m I 0 N I N 0 N z m w Li z z w I c) J / 0 E SII 184 LF i rr8) SF I�� ' 1 97 LF CQ I� 60 SF 60 SF I vj I 1 415 LF U � � 2 -}� +0(, 14 00 N U 2 W :71 4 F /N 38 L R WL E � / 2 0 6+0 — 1 +00. 18 00 19+ 0+0 -- — — -- 3 -- 382 LF `� 1 404 LF 2 415 LF DR, MARTIN L UTHER KING JR, BL VD, vJ W r i I SEE DETAIL A IN SHEET 2 1 203 LFI 1 333 LF 2 606 LF 3 100 LF 6 447 W--.-- — — — — - — — — _ O� O 2 +00 22 0 3 r L-3+ +0 — — — — — 2— 00 — — — — — —26 0 — - cn 2 205 LF 1432 LF 10 84 SF 11 22 SF I �R/W SINE ' DR. MARTIN L UTHER KING JR, BL VD. 7+0- QRpFEss /ON PAO145-13 % REGISTERED CIVIL ENGINEER � C 67008 yt Exp. 9-30-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE DESCRIP TION N T 0witzl$16", Jz Lf 3 / / g1 700 LF 14128 LF 131 N 12 31 SF0�jo SF 11 44 SF I 2 � W — _- ' 4 128 LF 13 18 SF 01 STRIPING AND MARK/NG NOTES: WQ Q �cn 1 -s): 14 21 SF LEGEND1 INSTALL DETAIL--&— O FULL DEPTH RECLAMATION IN AREAS 2 INSTALL DETAIL 21 I INDICATED ON THE PLANS. SEE O SHEET 2 FOR SECTION DETAILS. 3 INSTALL DETAIL 38A CONSTRUCT/ON NOTES: W.V. 4 INSTALL DETAIL 39 D4 WATER VALVE TO BE ADJUSTED BY OTHERS O INSTALL DETAIL 39A 1❑ CON TRA C TOR SHALL INS TA L FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED OjNI THE PLANS. 60 INSTALL I' WIDE STOP BAR/PEDESTRIAN F21CONTRACTOR SHALL ADJUST; MANHOLE PER COB STANDARD SW -2 OR SW-4.�� CROSS, WALK MARKING (WHITE PAINT) REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/S TORMDRA/N), SCALE. 1 40 7 INSTALL RAILROAD CROSSING SYMBOL MARKING WHEN NECESSARY, TO CO FORM WITH BUY AMERICA REQUIREMENTS. O 3❑ CONTRACTOR SHALL ADJUt SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. $ INSTALL 2' WIDE RAILROAD CROSSING O REPLACE MONUMENT FRAM', AND LID PER COB STANDARD ST -21, TRANSVERSE LINE WHEN NECESSARY, TO CONFORM WITH "BUY AMERICA" REQUIREMENTS GENERAL NOTES: 9 INSTALL TYPE IV ARROW CONTRACTOR SHALL INSTA L TRAFFIC DETECTOR LOOPS - TYPE E - 6' DIAMETER. 4 . O 1 ALL U TILT TY L OCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESEN T THE El CON TRA C TOR SHALL INS TA TRAFFIC DE TEC TOR LOOPS - TYPE D. BES T INFORMA TION SUPPL IED B Y THE VA R/OUS U TIL I T Y COMPANIES FINAL 10 INSTALL TYPE V/ A RRO W RESPONSIBIL I TY FOR L OCA TING U TIL I TIES /N THE FIEL D /S PL A CED SOL EL Y ON THE CONTRACTOR. 11 INSTALL "STOP" MARK/NG COAtTMACrOR LL INSTALL RCAA510E S14M 2 ALL STRIPING AND PAVEMENT MARK/NGS SHALL CONFORM TO THE STATE OF 12 INSTALL "AHEAD" MARKING T CALIFORNIA STANDARD PLANS DA TED MA Y 2006. INSTALL "PED" MARKING 14 INSTALL "XING" MARKING �I d; i'. Y I M I File Name.•MLK—Rehab Drawn: JOE CATALAN CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK207 Engineer: JOE CA TALAN PA VEMENT REHAB/L/TA TION 2013 PHASE 3= sHEET No. j Date: 2/13/20 1 3 Checked By.- DR. MLK JR. BLVD FROM WILKINS ST. TO E. CALIFORNIA AVE. — CONSTRUCTION PLANS 4 OF 7 0 1 2 3 C) 0 C— Q) ry I J i O N v I m J i U .21 E u 0 I ry 0 N I N O N 0 z m w w z z w I D J a 6 48 SF 4 330 LF 11 22 Se_ 4 138 LF 5 100 LF _ 12 31 SF 4 152 LF 14 42 SF�� F.�_ W.V. L N 119 _ YS.�.2 1 / / 1:1 / 1 0 2 0 — 4+ U N 3 — Q Q - -- - --— 12 121 T-10 *4 C= I 6 48 SF 099 LF QRpf ESSION REGISTERED Cl VIL ENGINEER C 67008 * Exp.9-30-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 Op CA��F REVISIONS No. DA TE DESCRIP TION 6"MIPIN64VM-8,7b DETAIL 19 l aA t4 WlDF. 41W R 81 IMSTAU OftaNE= SYMSOL, f k CITY OF BAKERSFIELD, CALIFORNIA fl PUBLIC WORKS DEPARTMENT File Nome.* MLK-Rehab Job No.: TJK207 Date: 2/13/2013 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By.- ?/PING AND RK/NG NOTES= TALL DETAIL -8- 'TALL 8'TALL DETAIL 21 'TALL DETAIL 38A 'TALL DETAIL 39 'TALL DETAIL 39A 'TALL I' WIDE STOP BAR/PEDESTRIAN 9SS WALK MARKING (WHITE PAINT TALL RAILROAD CROSSING SYMBOL MARKING TALL 2' WIDE RAILROAD CROSSING 4NSVERSE LINE 'TALL TYPE IV ARROW 'TALL TYPE VI ARROW 'TALL "STOP" MARKING TALL "AHEAD" MARKING 'TALL "PED" MARKING 'TALL "XING" MARKING ST'AlL BlK,f L"g tsYMBOL MARK1rI6 PAVEMENT REHABILITATION 2013 PHASE 3- SHEET NO. DR. MLK JR. BLVD FROM WILKINS ST. TO E. CALIFORNIA AVE. - CONSTRUCTION PLANS 5 OF 7 0 1 2 3 N w w m z Q 0 m 0 w O m II t— CL rn n 6 N M 0 N O C- U i a U) ON 'Q:) I ; IQ)i I� Elm; I -- - - ............. ;N 0 - :: R/W LINE ; DR. MARTIN L UTHER KING JR. BL VD. W I jJ O Z TIN ° a" 0 Q —►- — — i : 777777— 77 i --+ — R W LINE I I � : Ex, / I� I DR. MART/N L UTHER KING JR. BL VD. Q WM 5' FROM BCR 17 CD (D U � UK, MA K I IN L U / HCK AINU JK, LIL VU. GENERAL NOTES 1. ALL TRAFFIC STRIPING AND PA VEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL AND DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS AND DRI VEWA YS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. J. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO START OF CONSTRUCTION OPERATIONS. 4. CONTRACTOR SHALL USE THE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LINES. 5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS TO BAKERSFIELD TRAFFIC ENGINEERING FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED. 6. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Name: MLK—Rehab i No.: TJK207 te: 2/13/2013 ,J r/\V/VI LL//\ Drawn: JOE CATALAN Engineer., JOE CATALAN Checked By. vN PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION SCALE: I " = 40' CA REGISTERED CIVIL ENG/NEER QROFESS/pN PAO/��` Fti C O 9 GD m W C 67008 * Exp. 9-30-14 * CITY OF BAKERSFIELD J� 1501 TRUXTUN AVENUE q��V�� TF BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DATE DESCRIPTION 1 / / 471 / / 11 PAVEMENT REHABIL/TA TION 2013 PHASE 3: DR. MLK JR. BLVD FROM WILKINS ST. ' TO E. CALIFORNIA AVE. - PHASING PLANS W SHEET NO. 7OF7 1 2 3