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HomeMy WebLinkAbout6.1-1721 Ph 3 Record DrawingLIST OF DRAWINGS SHEE T 1 TI TL E SHEE T SHEE T 2 DETAILS & SECTIONS SHEET 3 STANDARDS SHEET 4-5. CONSTRUCTION PLANS SHEET 6— 7 PHASING PLANS BENCHMARK CITY OO F BA � ERSFIELD PA VEMEN T REHA BIL 1 TA TION 2013 PHA SE 3 DR. MA R TIN L U THER KING JR. BL VD. FROM WILKINS TO E. CALIFORNIA AVE. THE MONUMEN T A T THE S TREE T IN TERSEC TION OF DR. MAR TIN L U THER KING JR. BL VD. AND VIRGINIA A VE. SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DA TUM NA VD 83. MONUMEN T ELEVA TION: 284.1136 THE CENTERLINE OF DR. MARTIN L U THER KING JR. BLVD. SHALL BE USED A S THE BA SIS OF BEA RING. CITY STANDARDS STPL 5709 (792) LOCATION MAP NOT TO SCALE FINAL PA Y QUANTITIES PER C.O.B. PROPOSED DESIGN MANUAL I TEM ESTIMA TED QUANTITY UNIT OF MEASURE ST -16, ST -21, SW -2, SW -4, SW -6 (PAINT) - DETAIL -86- j LF 2,452 STATE STANDARDS. (PAINT) - DETAIL 21 LF 1,608 A20A,- A203, A20D, A24A, A24C, A24D (PAINT) - DETAIL 38A LF 351 CONVENTIONAL SYMBOLS (PAINT) - DETAIL 39 LF — — — — — — — EA SEMEN T — — — - - EXIST. CURB &GUTTER - DETAIL 39A LF 900 RIGHT -OF- WA Y ----------------------------- EXIST. A.C. FLOWLINE --z?64; FIRE HYDRANT MARKERS - BLUE - - CEN TERL INE EXIST EDGE OF PA VEMEN T 0 i I► (A 6" I i I I i i i i- -i- 4 -RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPR0 VEMEN TS X UTILITY SYMBOLS EXIST WA TER LINE s EXIST SEWER LINE W EXIST GAS LINE SD EXIST STORM DRAIN G EXIS T, AERIAL E EXIS T UNDERGROUND OH LINES POWER LINE EXIST UNDERGROUND T EXIST UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 10-1MANHOLE F. H. FIRE HYDRANT P.P.POWER M -�- POLE E W WATER METER W.V. EXISTING MONUMENT WATER VALVE 0 G.M. FU TURE MONUMEN T ® GA S ME TER S.L. G.V. 3 S TREE T LIGHT GAS VAL VE S TREE T LIGHT W/MAST ARM {Q- BENCHMARK C.O. CLEAN OU T M*- AU TO SCOPE © PRE-EMPTION DEVICE STPL 5709 (792) LOCATION MAP NOT TO SCALE FINAL PA Y QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPING (PAINT) - DETAIL -86- j LF 2,452 TRAFFIC STRIPING (PAINT) - DETAIL 21 LF 1,608 TRAFFIC STRIPING (PAINT) - DETAIL 38A LF 351 TRAFFIC STRIPING (PAINT) - DETAIL 39 LF 3,294 TRAFFIC STRIPING (PAINT) - DETAIL 39A LF 900 PA VEMEN T MARKINGS (WHI TE PAIN T) SF --z?64; FIRE HYDRANT MARKERS - BLUE EA 7 M K 0 W Q U. SACRAMENTO U F • uj ;SAN FRANCISCO •FRESNO STATE OF CALIFORNIA o kA J NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: . w NO TE. T THE CON TRA C TOR SHALL CONTACT THE USA L DCA TOR �.. SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Q c5 PROJECT LENGTH o 0.85 MILES W Cl 1 n S QDrz CL 9 •20•�� r APPROVED BY: N z TRA—UL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR Q 0,of ESS/pN \V_\- PA,0 F�� APPROVAL RECOMMENDED BY: � MM Lu m Q C 67008 7D -k % > Exp. 9-30-14 �* ASSISTANT PUBLIC WORKS DIRECTOR DATE Lu �9T CIVIL F OF CA\- j 1-s- 3 w CIVIL ENGINEER IV — DESIGN ENGINEERING DATE 2v788 rl 1 011-2 Q� Job No.: XX File Path: K:\LDD-ENGINEERING\2012-2013\RSTP- Paving Projects\MLK Jr Blvd-T3K207 File Name: MLK-Rehab.dwg TRAFFIC ENGINEERING PA VEME REHABILITA TION 2013 PHASE 3 OR. MARTIN LUTHER KING JR. BLVD. FROM WILKINS ST. TO E. CALIFORNIA AVE. O 1 DATE NO 1 OF 7 SHEETS K i LOSANGELES (j � Q Mr SAN DIEGO - , 0 0 Z (A 6" STATE OF CALIFORNIA o kA J NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: . w NO TE. T THE CON TRA C TOR SHALL CONTACT THE USA L DCA TOR �.. SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Q c5 PROJECT LENGTH o 0.85 MILES W Cl 1 n S QDrz CL 9 •20•�� r APPROVED BY: N z TRA—UL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR Q 0,of ESS/pN \V_\- PA,0 F�� APPROVAL RECOMMENDED BY: � MM Lu m Q C 67008 7D -k % > Exp. 9-30-14 �* ASSISTANT PUBLIC WORKS DIRECTOR DATE Lu �9T CIVIL F OF CA\- j 1-s- 3 w CIVIL ENGINEER IV — DESIGN ENGINEERING DATE 2v788 rl 1 011-2 Q� Job No.: XX File Path: K:\LDD-ENGINEERING\2012-2013\RSTP- Paving Projects\MLK Jr Blvd-T3K207 File Name: MLK-Rehab.dwg TRAFFIC ENGINEERING PA VEME REHABILITA TION 2013 PHASE 3 OR. MARTIN LUTHER KING JR. BLVD. FROM WILKINS ST. TO E. CALIFORNIA AVE. O 1 DATE NO 1 OF 7 SHEETS K i z Q J Q a v w O m 0 w F- 0 J d. 0 Q) ry I Y J 0 N Y I m -, J U N 0 L n 0) C 0 I CL F- V) i 0 N 1 N O N C7 z ry w W z c� z W I Li J F 2' MA TCH EXISTING S TREE T AND � OF CONS TRUC TION 32' (+ /- STRA/G* T GRADE" - — .0' (2.4p) TYPE "A" A. C. 0VERLA Y 1.33' (16') CEMEN T TREA TED BASE EXISTING CURB & GUTTER (TYP) A 1 F 2' MA TCH EXISTING 1.33' (16 ") CEMEN T TREA TED BASE bQ' (2.4") TYPE "A" ASPHALT CONCRETE 32' (+/-) RAISE CROWN AS NEEDED TO ELIMINATE HAUL -OFF (see NOTE) o•�s ---� b�0' (2.4 ") TYPE "A" STRAIGHT A. C. 01/ERLA Y GRADE** —~ ---� FL 1.33' (16 ") CEMENT TREA TED BASE -I EXISTING CURB & GUTTER (TYP) 0 **-CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 4Z NOTE: CON TRA C TOR SHALL REMOVE ENOUGH MA �f , 4 L TO A CCOMMODA TE 1.33' (16") . CEMENT TREATED BASE AND ' (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 ROADWAY SECT/ON - DR. MARTIN LUTHER KING JR, BLVD. WILKINS ST. TO E. CAL/PORN/A AVE. CEMENT TREATED BASE STA 72+7 7 TO 29.169 S TREE T AND � OF CONS TRUC TION STRAIGHT GRADE see Note 2 / '-6"t-Q' (2.4') TYPE "A" LA. C. 0 VERLA Y 1.33' (16 ") CEMEN T TREA TED BASE EXISTING CURB & GUTTER (TYP) D D C/TY OF BAKERSFIELD. CALIFORNIA 1.33' (16') CEMENT TREATED BASE o.2S �ZQ' (2.4") TYPE "A" ASPHALT CONCRETE NOT TO SCALE 32' (+/-) QRpFESS PA /pN C ° REGI TERED CIVIL ENGINEER C67008 * Exp.9-30-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF OF CAr C'Z BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 TYPICAL ROA DWA Y SECTION - DR. MARTIN L UTHER KING JR. BL VD. WILKINS ST. TO E. CALIFORNIA AVE. CEMENT TREATED BASE STA 29 -69 TO 56* 14 PUBLIC WORKS DEPARTMENT f File Name: MLK-Rehob Job ;No.: T3K207 Date: Mar. 5, 13 NO T TO SCALE Drawn: JOE CATALAN Engineer: JOE CA TALAN Checked By.� /7c? fil-3 PA VEMENT REHABILITA TION 2013 PHASE 3 SHEET NO. DR. MLK SJR. BVD.- FROM WILKINS ST. TO E. : CALIFORNIA AVE. - SECTIONS 2 OF 7 0 1 2 2' O.2S" 2' - 14' DEQ' (2.4') see Note 2 TYPE "A " MA TCH EXISTING A. C. 01/ERLA Y STRAIGHT GRAS:; **-CROSS SLOPE SHALL BE A T LEAST 2% BUT SHALL • NOT EXCEED 4% 1.33". (16 ") CEMENT TREA TED BASE 4 i EXISTING CURB & GUTTER (TYP) • EXISTING MEDIAN ISLAND (TYP) (see ND,TE 1) is a NOTE 1: CONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, CONDUITS, FA CIL I TIES, AND. VEGETATION. CON TRA C TOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING S TRUC TURES, UTILITIES, AND VEGETATION* WITHIN THE MEDIAN ISLAND. NOTE 2: MEDIAN ISLAND CURB REVEAL SHALL BE 8" (0.67) ALL THROUGHOUT THE PROJECT LIMITS. TYPICAL ROA DWA Y SECTION - DR. MARTIN L UTHER KING JR. BL VD. WILKINS ST. TO E. CALIFORNIA AVE. CEMENT TREATED BASE STA 29 -69 TO 56* 14 PUBLIC WORKS DEPARTMENT f File Name: MLK-Rehob Job ;No.: T3K207 Date: Mar. 5, 13 NO T TO SCALE Drawn: JOE CATALAN Engineer: JOE CA TALAN Checked By.� /7c? fil-3 PA VEMENT REHABILITA TION 2013 PHASE 3 SHEET NO. DR. MLK SJR. BVD.- FROM WILKINS ST. TO E. : CALIFORNIA AVE. - SECTIONS 2 OF 7 0 1 2 Z a J Q I- Q v w O M 0 w F- F_ O J n 0 II M n O N 0 N O U L_ a a 0 C 0 M 3 0 a� ry I V J n O N Y rr) f - I m Y J U a0 0 L n 0) a CL I d F- V) O N I N O N 1-110 Z ry w W Z CDZ Ld i 0 0 J / 927 WHEN HYDRANT /S WITHIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER A T THE SIDE STREET SHALL BE REQUIRED. JJ all 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. 1-1 T FIRE HYDRANT LANE TWO TRAFFIC FLOW LANE ONE TRAFFIC FLOW PLACEMENT OF OF FIRE HYDRANT MARKER SHALL BE LOCATED 3" OUTSIDE OF THE LANE ONE STRIPE FIRE HYDRANT MARKER L OCAT/ONS R=0.5" (12mm) 2.0" Min. ---i NOT TO SCALE BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.• 5' WIDE AT CURB AND GUTTER 4' A T CURB ONLY BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING -� me 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 AT MID -ARC POINTS OF THE CURB RETURNS TERMINATE ALL LANE LINES ON A LiNE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPI CA L TERMINA TION Ow Jr LANE STRIP/NG A T INTERSECT/ONS WITHOUT STOP BARS NOT TO SCALE 4.0' P.C.0 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 paving is in place. EXISTING MANHOLE SHALL BE CENTERED IN THE PAD 0.25' (3mm to 7mm) below new paving 2.0' (0.6m) Square � A.C. Paving Edge Pick HoleSowcut (Optional) 1.0' (25mm) Letters, .; 0.25" (5mm) Hign �� ; ::;' •:1, y 0.5" x 0.375" Diamond Mat (12mm x 9mm) NO TES: 0.125 (3mm) Deep complying with section 90-7.018 of the Standard Specifications `�� '- `.'R 6.0" (0.15m) Dio. 1. AU work shall conform to the applicable sections of the given o light broom finish. specifications entitled "Standard Specifications, State of <. •:: �� w ` : California, Deportment of Transportation; z Q J Q Q U W 0 m 0 W F- 0 J 0- m V' In U 0 I- n n m C 0 i U) 0 N I N O N i 0 z ry Li III z 0 z W 0 0 J 04 C -r 1 184 LF v C�+0 14 00 U� 2 �RIW L� 1 384 LF c� INE R/W LINES I i 7 140 SF IQ V 1 97 LF �D 8 60 SF 8 60 SF I clj I 1 415 LF DR, MARTIN L UTHER KING JR. BL VD. W DR, MARTIN L UTHER KING JR. BL VD, COAffAMCTOR SHALL IA16 ALL ROAPSIDE SAW R 19,1 CM'UTCD ) CITY OF BAKERSFIELD,_ CALIFORNIA I +00 77 7, 18 o0 �— — -- — — -- — — — — — --Z- 1) 404 LF2 415 LF LEGEND FULL OEP TH RECL AMA TION IN AREAS INDICA TED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. W.V. m WA TER VA VE TO BE ADJUSTED B Y 0 THERS SCALE: 1 " = 40' GENERAL NOTES: 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BES T INFORMA TION SUPPLIED B Y THE VARIOUS U TIL I TY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING U TIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. SEE DETAIL A IN SHEET 2 QROFESS/DN [['' PA4 q� J - i jai aQ� /<l9 REGISTERED Cl VIL ENGINEER C 67008 * Exp.9-30-14 Cl TY OF BAKERSFIELD J� 9501 TRUXTUN AVENUE qTF C/vo- BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE. DESCRIPTION l & WST'ALI. ROAtaSIAE SI4V R 81 INSTALL 8lKEl.,AAI& ,SYMB0 CONSTRUCTION NOTES: 9l CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS 1O A T L OCA TIONS INDICA TED ON THE PLANS F21CONTRACTOR SHALL ADJUST MANHOLE PER COB STANDARD SW -2 OR SW -4. INSTALL REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/STORMDRAIN), 3 WHEN NECESSAR Y, TO CONFORM WI TH "BU Y AMERICA " REQUIREMEN TS F31CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. INSTALL REPLACE MONUMENT FRAME AND LlD PER COB STANDARD ST 21, O WHEN NECESSARY, TO CONFORM WI TH "BUY AMERICA " REQUIREMENTS. Q CONTRACTOR SHALL INSTALL TRAFFIC DETECTOR LOOPS - TYPE E - 6' DIAMETER. �5 CONTRACTOR SHALL INSTALL TRAFFIC DETECTOR LOOPS - TYPE D. CROSS . COAffAMCTOR SHALL IA16 ALL ROAPSIDE SAW R 19,1 CM'UTCD ) CITY OF BAKERSFIELD,_ CALIFORNIA I +00 77 7, 18 o0 �— — -- — — -- — — — — — --Z- 1) 404 LF2 415 LF LEGEND FULL OEP TH RECL AMA TION IN AREAS INDICA TED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. W.V. m WA TER VA VE TO BE ADJUSTED B Y 0 THERS SCALE: 1 " = 40' GENERAL NOTES: 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BES T INFORMA TION SUPPLIED B Y THE VARIOUS U TIL I TY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING U TIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. SEE DETAIL A IN SHEET 2 QROFESS/DN [['' PA4 q� J - i jai aQ� /<l9 REGISTERED Cl VIL ENGINEER C 67008 * Exp.9-30-14 Cl TY OF BAKERSFIELD J� 9501 TRUXTUN AVENUE qTF C/vo- BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE. DESCRIPTION l & WST'ALI. ROAtaSIAE SI4V R 81 INSTALL 8lKEl.,AAI& ,SYMB0 WIWST AL.L &W LAAIE SYJU BOL Mo 21 SF ee •2a• �3 File Name.• MLK-Rehab Drawn: JOE CA TALAN PAVEMENT REHAB/L T PUBLIC WORKS DEPARTMENT Job No.: TJK207 Engineer: JOE CA TALAN BILITA TION 2013 PHASE 3.- Dote: =Date: 2/13/2013 Checked By OR. MLK JR. BLVD FROM WILKINS ST. TO E. CALIFORNIA AVE. — CONSTRUCTION PLANS O 1 SHEET NO. 4 OF 7 1 1 2 STRIPING AND MARKING NOTES: 1O INSTALL DETAIL -$, 2G INSTALL DETAIL 21 3 INSTALL DETAIL 38A 4 INSTALL DETAIL 39 O INSTALL DETAIL 39A O INSTALL I' WIDE STOP BAR/PEDESTRIAN CROSS . WALK MARKING (WHITE PAINT) O INSTALL RAILROAD CROSSING SYMBOL MARKING O INSTALL 2' WIDE RAILROAD CROSSING TRANSVERSE LINE O INSTALL TYPE IV ARROW 10 INSTALL TYPE VI ARROW 11 INSTALL "STOP" MARKING 12 INSTALL "AHEAD" MARKING 13 INSTALL "PE.D" MARKING 14 INSTALL "XING" MARKING WIWST AL.L &W LAAIE SYJU BOL Mo 21 SF ee •2a• �3 File Name.• MLK-Rehab Drawn: JOE CA TALAN PAVEMENT REHAB/L T PUBLIC WORKS DEPARTMENT Job No.: TJK207 Engineer: JOE CA TALAN BILITA TION 2013 PHASE 3.- Dote: =Date: 2/13/2013 Checked By OR. MLK JR. BLVD FROM WILKINS ST. TO E. CALIFORNIA AVE. — CONSTRUCTION PLANS O 1 SHEET NO. 4 OF 7 1 1 2 z Q Q Q U W O m 0 w QROF ES S ION O 1M J A T LOCA TIONS INDICA TED ON THE PLANS. F21CONTRACTOR SHALL ADJUST MANHOLE PER COB STANDARD SW -2 OR SW -4. * Exp. 9-30-14 REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/STORMDRA/N), CITY OF SA KER SFI EL D C 1 V 11501 A TF QF - II O CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. REVISIONS REPLACE MONUMENT FRAME AND- LID PER COB STANDARD ST -21, No. n Q zQ o 0 N O U i 0 Q) O I O N Y I m Y J U U A O L n ry 0 N N 0 CN - c z m Li w z z w Z O O C,� 0 on m ­�r 2 v i t r `v l 22 SF 6 48 SF 4 330 LF 5 100 LF 4 152 LF Fx 14 S W.V. — -- -- - --- i 1 ' - -- -- -- UZ ! 2 1 1 � s. 0 ,Z Z__ 4+ W_5.. 3 _ _ _ 12' i 5 100: LFA 14 21 SF 4 1 F 13 36� I 13 18 SF 4 172 LF 6 48 SF 29L O I® I! SEE DETAIL 2 IN SHEET S F �,:. DR. MARTIN L UTHER KING JR. BL VD, O � MK. /V114K / /IV L v I ncrl n11V v 01z, vL. V L -,F- 6 CONTRACTORSHALLtNSTALL ROADSIDE` slUN R s] CMU7CDy CITY OF BAKERSFIELD, CALIFORNIA u CONTRACTOR SHALL INSTALL TRAFFIC DETECTOR LOOPS R. MARTIN L UTHER KING JR. BL VD. )?IW LINE LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. pd 'v' WA TER VA VE TO BE ADJUSTED BY OTHERS SCALE: I " = 40' PUBLIC WORKS DEPARTMENT Nome. • MLK-Rehab )'No.: TJK207 te: 2/13/2013 Q Q v 20 SF .ScarV`e..5 - r ^ on cavi.C-%t QROF ES S ION CONSTRUCT/ON NOTES: 1M CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. F21CONTRACTOR SHALL ADJUST MANHOLE PER COB STANDARD SW -2 OR SW -4. * Exp. 9-30-14 REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/STORMDRA/N), CITY OF SA KER SFI EL D C 1 V 11501 A TF QF - WHEN NECESSAR Y,- TO CONFORM W/ TH "BU Y AMER/CA " REQUIREMEN TS. R3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. REVISIONS REPLACE MONUMENT FRAME AND- LID PER COB STANDARD ST -21, No. WHEN NECESSAR Y, TO CONFORM WI TH "BUY AMERICA " REQUIREMEN TS R4 CONTRACTOR SHALL INSTALL TRAFFIC DETECTOR LOOPS - TYPE E - 6' DIAMETER. a -TYPE D. CONTRACTOR SHALL- INSTALL TRAFFIC DETECTOR LOOPS - TYPE D. 57RIfYI46 1, 7 M1. S 7b DETAIL 9 6 CONTRACTORSHALLtNSTALL ROADSIDE` slUN R s] CMU7CDy CITY OF BAKERSFIELD, CALIFORNIA u CONTRACTOR SHALL INSTALL TRAFFIC DETECTOR LOOPS R. MARTIN L UTHER KING JR. BL VD. )?IW LINE LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. pd 'v' WA TER VA VE TO BE ADJUSTED BY OTHERS SCALE: I " = 40' PUBLIC WORKS DEPARTMENT Nome. • MLK-Rehab )'No.: TJK207 te: 2/13/2013 Q Q v 20 SF .ScarV`e..5 - r ^ on cavi.C-%t STRIPING AND MARKING NOTES: '(D INSTALL DETAIL -8- aj O INSTALL DETAIL 21 3 INSTALL DETAIL 38A 4 INSTALL DETAIL 39 O INSTALL DETAIL 39A O INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (WHITE PAINT) O INSTALL RAILROAD CROSSING SYMBOL MARKING �8 INSTALL 2' WIDE RAILROAD CROSSING TRANSVERSE LINE O INSTALL TYPE IV ARROW 10 INSTALL TYPE VI ARROW 11 INSTALL "STOP" MARKING 12 INSTALL "AHEAD" MARKING 13 INSTALL "PED" MARKING 14 INSTALL "XING" MARKING 1Q GENERAL NOTES 1 ALL U TIL I TY L OCA TIONS SHO WN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONS/BILI TY FOR LOCA TING UT/LI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DATED MAY 2006. 1146TA1L 8/14F LANE sYMBbL MgRK046 1` eco' 3 G•2° _j�c '7 Drawn: JOE CATALAN PAVEMENT REHABILITATION 2013 PHASE 3- Engineer: JOE CA TALAN Checked ByDR. MLK JR. BLVD FROM WILKINS ST. TO E. CALIFORNIA AVE. — CONSTRUCTION PLANS IN 1 PN � SHEET N0. 5OF7 1 2 w QROF ES S ION PAD 14 t! -REGISTERED CIVIL ENGINEER C 67008 * Exp. 9-30-14 CITY OF SA KER SFI EL D C 1 V 11501 A TF QF - BAKERSFIELD,NCAvENUE' 93301 REVISIONS No. DATE DESCR/P TION - 57RIfYI46 1, 7 M1. S 7b DETAIL 9 1 Ih�S7'Alt J?t�1�dSla�. <Sl�)111Q $,� 19S'1ALL Sit NE SYMSOL,�t Posr"T1 4 OF TRAFFIC LOM 3 STRIPING AND MARKING NOTES: '(D INSTALL DETAIL -8- aj O INSTALL DETAIL 21 3 INSTALL DETAIL 38A 4 INSTALL DETAIL 39 O INSTALL DETAIL 39A O INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (WHITE PAINT) O INSTALL RAILROAD CROSSING SYMBOL MARKING �8 INSTALL 2' WIDE RAILROAD CROSSING TRANSVERSE LINE O INSTALL TYPE IV ARROW 10 INSTALL TYPE VI ARROW 11 INSTALL "STOP" MARKING 12 INSTALL "AHEAD" MARKING 13 INSTALL "PED" MARKING 14 INSTALL "XING" MARKING 1Q GENERAL NOTES 1 ALL U TIL I TY L OCA TIONS SHO WN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONS/BILI TY FOR LOCA TING UT/LI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DATED MAY 2006. 1146TA1L 8/14F LANE sYMBbL MgRK046 1` eco' 3 G•2° _j�c '7 Drawn: JOE CATALAN PAVEMENT REHABILITATION 2013 PHASE 3- Engineer: JOE CA TALAN Checked ByDR. MLK JR. BLVD FROM WILKINS ST. TO E. CALIFORNIA AVE. — CONSTRUCTION PLANS IN 1 PN � SHEET N0. 5OF7 1 2 w ry 0 F- m V .0 0 L- n CL F- V) 0 (N 0 z ry W Ljj z CD z Lu r Ed Q) C-) 2§ .... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . .. . . . . . . . . .... ...... -4. zz zi �' .Zz z Z Z Z :Zzz* Z Z Z 7— H1W LINE DR. MARTIN L U THER KING JR. BL VD. o� o � O Q-) L — — — ... . . . . . . .. Q . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L. . . . . . . . . . .W. ... . . . . . .. . . . . . . .. . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . Q) O O . . . . . . . . . . . . O .... . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . .. 4 7 +-Ou— T QQ Q�) I?IW L DR. MA R TIN L U THER KING JR. ` VD. P AN I /A IF- LJK- MAK I IN L U I H&K KINU JK. tSL VLF. GENERAL NOTES: 1. ALL TRAFFIC STRIPING AND PAVEMENT 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 DRIVEWAYS 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 S TA R T OF CONS TRUC TION OPERA TIONS. 4. CONTRACTOR SHALL USE THE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTO" 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. CON IRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OB TA IN CITY A PPRO VA L TO CONS TRUC T MORE THAN ONE PHASE AT A N Y GIVEN TIME X X j raU1W L U [-� ........... ........ ............ PHASE 1 CONSTRUCTION .......................... ........... .............. PHASE 2 CONSTRUCTION SCALE: 1"=40` ,o,oF ESS / av PAD 3 0) DIoJ P40 tj REGISTERED Cl VIL ENGINEER uJ Of C 67008 Exp.9-30-14 7 r CITY OF BAKERSFIELD IX 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA'\ -\F REVISIONS No. DATE DESCRIPTION File Name.-MLK—Rehab Drawn: JOE CATALAN CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK207 Engineer.• JOE CATALAN PAVEMENT REHABILITATION 2013 PHASE 3-, SHEET NO. Date: 211312013 Checked B. DR. MLK JR BLVD FROM WILKINS ST. TO E CALIFORNIA AVE - PHASING PLANS 7 OF 7