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HomeMy WebLinkAbout6.1-1708LIST OF DRAWINGS sHEE r I sHEEr2-3 SHEET 4- 71 SHEET 12-74 SHEET 75-25 TI TL E SHEET DETAILS & SECTIONS ACCESS RAMP MODIFI CA TIONS FULL DEPTH RECONSTRUCTION PHASING PLAN CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 STATE STANDARDS CITY 0F BAKERSFIELD DEPAR-TVENT OF PUBLIC WORKS PAVEMENT REHj4BILITA TION 2009 PHASE 4 MING AVENUE: GOS ORD ROAD TO NEW ST/NE ROAD FEDERAL PROJECT NUMBER: ESPL 5109 /7581 CITY PROJECT NUMBER: TOK225 A20A, A208, A20D, A24A, A24D, A24E, A88A PROJECT OCATION CONVENTIONAL SYMBOLS_ I w ---::-:-----::----::::::::---::----------------------------------- -------------- EASEMENTEXIST. CURB & GUTTER ; A} — – RIGH T— OF— WAY -------- --- EXIS T. A. C. FL 0WLINE – --------------------------------------------------- CEN TERL INE �/� �/� �/� EXIST EDGE OF PA VEMEN T W RAILROAD TRACKS n GUARD RAIL y X CHAIN LINK FENCE /MPRO VEMEN TS UTILITY SYMBOLS — W EXIS T WA TER LINE S G EXIST GAS LINE SD 0H EXIST AERIAL E LINES TV EXIS T UNDERGROUND — T TV CABLES 0 EXIST OIL LINE FO ^F.H. �Jr FIRE H YDRAN T EXIST M. H. EXIST ® MANHOLE EXIS T P.P. POWER LINE –�– POWER POLE UNDERGROUND 1 EXIS TING MONUMEN T EXIST FU TURF MONUMEN T G. v. S.L. DQ 3 S TREE T L I GH T TRAFFIC STRIP S TREE T LIGHT W/MAST ARM - c. o. CLEAN OUT ^F.H. �Jr FIRE H YDRAN T EXIST SEWER LINE EXIST STORM DRAIN EXIS T UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE W. M. QUANTITIES (BASE ❑ WATER METER w. v. VA N WATER VALVE G.M. CY N GAS METER G. v. 8 (PAINT) DQ GAS VALVE TRAFFIC STRIP BENCHMARK 11111110— AUTO SCOPE Q PRE—EMPTION DEVICE r -Q A 4 = 1 ._ PANAMA LA 14 LOCATION M NOT TO SCALE t–- FINAL PAY QUANTITIES (BASE BID) ROADWAY EXCA VA TION 381 387 CY TRAFFIC STRIPING, DETAIL 8 (PAINT) 35,800 LF TRAFFIC STRIP NG, DETAIL 38 (PAINT) 3, 301 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 75,666 LF TRAFFIC STRIPING, DETAIL 39A (PAINT) 2300 LF TRAFFIC STRIPING, DETAIL 40 (PAINT) 471 LF PAVEMEN T MARKINGS (WH/TE PAINT) 4340 SQFT FIRE HYDRANT PAVEMENT MARKINGS, TYPE 'D' 76 EA FINAL P Y QUANTITIES (ADD ALT #1) ROADWAY EXCA VA TION 685 C Y TRAFFIC STRIPING, DETAIL 8 (PAINT) 725 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 63 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 8 LF TRAFFIC STRIPING, DETAIL 39A (PAINT) 27 LF TRAFFIC STRIPING, DETAIL 40 (PAINT) 338 LF PA I/EMEN T MARKINGS (WHITE PAINT) 688 SQFT Fri I d;§ A, • BAKE AIRP� - \ PUTTING AMERICA TO WORK PROJECT FUNDED BY THE American Recovery and Reinvestment Act uscoT7 W CR STATE OF CALIFORNIA PROJECT LENGTH QRpFESS/ON OF -AN 'T w C 46803 * Exp. 6-30-11 CIV 1 - OF CA�- 1.86 MILES APPROVED BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: 73� IVIL ENGINEER IV — DE ENGINEERING TRAFFIC ENGINEERING Job No.: TOK225 PAVEMENT REHABILITATION 2009 PHASE 4 File Path: K: \LDD—ENGINEERING\2009-2010\TOK225—Ming Avenue\dwg MING AVENUE FROM GOSFORD ROAD TO NEW ST/NE ROAD File Name: Min gRecons_recover—latest. dwg 0 1 0 N Z 0 Q m T DATE WN W DATE Z �.111ir� DATE NO 1 OF 25 SHEETS 2 3 BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE: 5' WIDE A T CURB AND GUTTER 4 ' A T CURB ONLY J BEGIN DETAIL J9 AT ECR W1 PA CEMENT MARKING J/ END DETAIL J9 A T BCR WHEN DETAIL J9A /S NOT SHOWN ON PLAN END DETAIL J9A AT BCR INCLUDE DETAIL J9A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL J9A WHEN NOT SHOWN ON PLAN j 200' Of TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT M/D—ARC PO/NTS OF THE CURB Rirninnic- TERMINA TE ALL LANE LINES ON A LINE CONNECTING THE MID—ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING A T INTERSECT/ONS WI TH NO STOP BARS 2' 1.75' 0 4 JJJ DETAIL 39 PA t/EMEN T MARK/NG (WHI TE) PA CEMENT MARK/NGS (WHITE) PER STANDARD PLAN A24C NOT TO SCALE BIKE LANE PAVEMENT MARK/NG DETAIL N07 TO SCALE CITY OF BAKERSFIELD, CALIFORNIA EXISTING AC SURFACE LIMITS OF EXCAVATION WILL ARY BETWEEN 1.0' TO 1.30' (TYP) 0.20' TYPE "A" A. C. 0.20' TYPE "B" A.C. F VAR/ES 2' — ■ I' 6- (PER MU TCD 2003 CALIFORNIA i S SUPPLEMENT FIGURE 5B-102) i f,I T ! 1 FIRE HYDRANT � 1 TRAFFIC FLOW TRAFFIC FLOW FIRE HYDRANT MARKER L 0 CA TIONS 0.35' EXISTING CURB EXPOSURE 0.62' FINISHED EXPOSED CURB da f a Q. d dI C' a a� a NOT TO SCALE 0.62' FINISHED EXPOSED CURB QROFESS/0N 4� OF-AN40C:54� q� REGISTERS VIL w GINEER Lo C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF F' CA�_\Fp�� BAKERSFIELD, CA 93301 EXISTING AC SURFACE LIMITS OF EXCAVATION WILL VARY BETWEEN 1.0' TO 1.30' (TYP) 0.20' TYPE "A" A.C. 0.20' TYPE "B" A.C. DETAIL A 7.5" REVEAL MEDIAN ISLAND CURB DETAIL N. TS. q S TREE T AND � OF CONS TRUC TION 45' _ _ 45' EXISTING AC SURFACE MEDIAN WIDTH 0.20' TYPE "A' 1.0' — 1.30' LIMITS VARIES (4'-18' A. C. 0VERLA Y OF EXCA VA TION (TYP) SEE PLAN STRAIGHT _ STRA IGH T GRADE_ _� _ _GRADE 0.20' TYPE "A" DETAIL A A. C. 0VERLA Y SHE T 2 0.80' TYPE "B" 0.80' TYPE "B" A.C. A. C. EXISTING CURB & GUTTER (TYP SEE STREET PLANS F VARIES 2' EXISTING AC SURFACE 1.0'— 1.50' L/MI TS OF EXCA VA TION (TYP) FOR PAVING LIMITS EXISTING CURB & GUTTER (TYP) MING A VENUE FROM GOSFORD ROAD TO NEW STINE ROAD N. T S. File Nome: Min Recons_recove Drown: N. GREWAL PUBLIC WORKS DEPART ENT Job No.: TOK225 Engineer: N. GREWAL Date: JAN 29, 2010 Checked By. PA VEMENT REHABILITA TION 2009 PHASE 4 MING AVENUE FROM GOSFORD ROAD TO NEW STINE ROAD SHEE T NO. 2 OF 25 0.2 0.2( EXISTING AC SURFACE ±0.83' EXISTING 0.83' FINISHED CURB EXPOSURE FupncF-n r"l goo F VAR/ES 2' — DE TAIL B 70" REVEAL MEDIAN ISLAND CURB DETAIL q S TREE T AND � OF CONS TRUC TION 0.83' FINISHED EXPOSED CURB VARIES 45'-49' VARIES 45 �- 49' MEDIAN WID TH EXISTING AC SURFACE LIMITS OF EXCAVATION WILL VARY BETWEEN 1.0' TO 1.30' (TYP) EXISTING AC SURFACE VARIES (2'-20' 0.20' TYPE "A " 1.0'- 1.30' LIMITS OF EXCA VA TION (TYP) SEE PLAN A.C. 0 VERL A Y STRAIGHT /-- STRA IG -1T GRADE _ - GRADE 0.20' TYPE "A" A.C. 0.20' TYPE "B" A.C. N. TS. F VARIES �-- 2' EXISTING AC SURFACE 1.0' — 1.30' LIMITS OF EXCA VA TION (TYP) 0.20' TYPE "A" DETAIL B A. C. 0 VERLA Y`— SHE T 3 0.80' TYPE "B" A. C. 0.80' TYPE 7A.C. EXISTING CURB &GUTTER (TYP) SEE S TREE T PLANS FOR PAVING LIMI TS EXISTING CURB & GUTTER (TYP) —10+63 TO —14+50, '63+00 TO 66+27, -67+61 TO —71+00 AND 106+00 TO 10 +30 TOP OF CURB � TRANSITION 0.83' 1 N. TS. 0.62' _ _---- - - - --- ._....__--- -- --- _._.._-_ ±0.35' .�,, ----- ~' TOP OF CURB ____ __-._.. - __-._....--__ _.....-__-____ EXISTING A C SURFACE TOP OF CURB ._._.. _...._-__--__ _ _ _- --------------- 1 _____ --- - I EXISTING AC SURFACE— :NEW URFACE NEW AC SURFACE 100' woo— DETAIL C MEDIAN CURB TRANSITION FROM 7.5 " TO 10 " EIGHT DETAIL N. TS. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMtNT File Name: Min Recons recover Drown:N. GREWAL Job No.: TOK225 Engineer: N. GREWAL Date: JAN 29, 2010 Checked By Llr R GI S TERED CIVIL_ EN NEER Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93,301 QRpFESSIO� F� pEAN q W C 46803 * Exp. 6-30-11 CIVIL OF CALF ,° . 14 REBAR NOTE": THE REBAR SHALL NOT BE SPA CED CL OSER THAN 2 • ' ' 6 " TO MA TCH FROM EA CH 0 THER. EXISTING 14 REBAR a ;; •° • �, a. 8- ;THICK CONCRETE aa a a ' • " • , a a 4 REBAR • e a e . e .a .d , CURB DHTAIL WITH RHBAR NOT TO SCALE (j . PA VEMENT REHABIL ITA TION 2009 PHASE 4 MING AVENUE FROM GOSFORD ROAD TO NEW STINE ROAD -CROSS SECTIONS J70F my SHEET NO. 3 OF 25 OC IY 0 L� to 0 CD c+i l l � II I IJ I II � � p it tt TI -7 T -7 1/ v v v �. A MING AVE MING AVE & GOSFORD RD A X11 �y \q F-11 I-IIII p Od bco I v / � I II I II I REGISTERED CML ENGINEER REVISIONS No. DA TE DESCRIP TION 371 / / LEGEND -C:_ EXISTING SIGN 0 PROPOSED RELOCATION �j; EXISTING `NATER VALVE EXISTING FIRE HYDRANT [, _] EXISTING POLE BOX / UTILITY VAULT WM [_ _] EXISTING WATER METER EXISTING LANDSCAPE LIGHT {�--- -\ EXISTING STREET LIGHT/SIGNAL - — — -- - - - - -- - EXISTING CONCRETE RIGHT OF WAY ■ 0 ® W 111H 11111 [8 13 1 EXISTING BLOCK WALL NOTES Q9 INSTALL TRUNCATED DOMES PER CALTRANS STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN - SAWCUT AND REMOVE EXISTING CONCRETE. POUR NEW CONCRETE FOUNDATION FOR TRUNCATED DOMES. PROTECT CURB AND GUTTER AND REMAINDER OF RAMP IN PLACE. Z- I - X10 DATE ESS to,�, � c UNI J. PARKS ?� No. 58155 z * Exp.6-30-10 C! or CAL�F i,'HT7T.F. Bake 30th Street, Suite ---- Bakersfield. California 9330101 ,/ L) 661 327-1969 FieName:Ming Ramps West.dwg Drawn: ACB PAVEMENT REHABIL/TA 7ON 2009 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Date. 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW ST/NE ROAD ACCESS RAMP RECONSTRUCTION 4 OF 25 0 1 2 3 MING qVE LEGEND 0 EXISTING SIGN PROPOSED RELOCATION EXISTING WATER VALVE -� EXISTING FIRE HYDRANT C ] EXISTING POLE BOX / UTILITY VAUL wM [ -1 EXISTING WATER METER EXISTING LANDSCAPE LIGHT O-- EXISTING STREET LIGHT/SIGNAL - — — — — — — — — - EXISTING CONCRETE NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS ( STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER �7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP ® MODIFY EXISTING LANDSCAPE LIGHTING WHICH CONFLICTS WITH NEW RAMP © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION REV/S/ONS No. DA TE DESCRIPTION 1 / / 3 m / 1 RIGHT OF WAY ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING BLOCK WALL NOTE: MODIFY EXISTING LANDSCAPE LIGHTING WHICH CONFLICTS WITH ( ( ( �3r 1 // NEW RAMPS sy 40TE: MODIFY EXISTING00*0 -ANDSCAPE LIGHTING '( (( � y 6 7 A NHICH CONFLICTS WITH % 4EW RAMPS ( (3 00 FL ��9 1 % 0/ )WLINE RVE DATA = 90'22'49" = 20.04' 31.61' 20.17' Q 0 Q co FLOWLINE CURVE DATA D = 88 241" R = 20.11' L = 30.9' T = 19.43' [N, ■ Y:• 10' FLOWLINE CURVE DATA D = 91'35'8" R=19.9' L = 31.8' T = 20.45' 4V v v FLOWLINE CURVE DATA D = 94'28'38" R = 19.31' L = 31.84' T = 90-R19' CALLE H I JA REGISTERED CIVIL ENGINEER 2—I—-z"Ic., DATE ��O QROf ESStp,�� m J. PARKS No. 58155 z k Exp. 6-3D-10 civic-�� OF Cp'L\F CALLE SALIDA _ �7 1800 30th Street, Suite 260 -- _ Bakersfield, California 93301 � PH (661 327-1969 Fie NamMing Ramps West.dwg Drawn: Ace PAVEMENT REHAB/LITA77ON 2009 PHASE 4 CITY OF BAKERSFIELD CALIFORN/A PUBLIC WORKS DEPARTMENT SHEET 2 D. Job No.: 108-22. l Engineer M✓W Date: 02-01-10 Checked By. UP MING AVENUE FROM GOSFORD TO NEW ST/NE ROAD ACCESS RAMP RECONSTRUCTION 5 OF 25 0 1 2 3 o13 cd, FLOWLINE CURVE DATA D = 87'1'49" R=20.3' L = 30.84' T = 19.27' F 41A . CURVET DATA O� D = 90'49'50" v R = 19.76' L = 31.32' T = 20.05' FLOWLINE CURVE DATA D = 87'41'19" R = 20.46' L = 31.31' T = 19.65' / ON A' \ fA-34 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / QI LEGEND RIGHT OF WAY 111 ®®1 t if I'll 11 0 1 EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 1U STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT a REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION (7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP J/FLOWIJNE 5 \ 0CURVE DATA D = 89-26'7" Cd R = 3 ' T _ 02' �P ' 4 1.68' _ /,j U , Li MM t 108, o X60 o / 't / / / gyp• 0000010 5 / i MATCH TC FL CO J� J �o 0'6 �I 7 "lO' / / �• 3 r �, y 0 c � IAN J. PARKS �n No. 58155 a // // //// / M a•4'z 9, ` \ \ \* Exp.6-30-10 COW REGISTERED CML ENGINEER DATE �'�� EL PORTAL clim 1800 30th street, spice 260 _ Bakersfield, California 93301�'J `/ 661) 327-1969 r �e nrae:M;ng Raps west dwg Drawn: ACB PAVEMENT REHAB/L/TA7%ON 2009 PHASE 4 SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Joe No.: 108-221 Engineer.-Mjw Date. 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCESS RAMP RECONSTRUC77ON 6 OF 25 0 1 2 3 EXISTING SIGN 0 PROPOSED RELOCATION (9) EXISTING WATER VALVE --C- EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT wM [ _ ] EXISTING WATER METER EXISTING LANDSCAPE LIGHT EXISTING STREET LIGHT/SIGNAL - -- — - -- - - - — EXISTING CONCRETE RIGHT OF WAY 111 ®®1 t if I'll 11 0 1 EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 1U STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT a REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION (7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP J/FLOWIJNE 5 \ 0CURVE DATA D = 89-26'7" Cd R = 3 ' T _ 02' �P ' 4 1.68' _ /,j U , Li MM t 108, o X60 o / 't / / / gyp• 0000010 5 / i MATCH TC FL CO J� J �o 0'6 �I 7 "lO' / / �• 3 r �, y 0 c � IAN J. PARKS �n No. 58155 a // // //// / M a•4'z 9, ` \ \ \* Exp.6-30-10 COW REGISTERED CML ENGINEER DATE �'�� EL PORTAL clim 1800 30th street, spice 260 _ Bakersfield, California 93301�'J `/ 661) 327-1969 r �e nrae:M;ng Raps west dwg Drawn: ACB PAVEMENT REHAB/L/TA7%ON 2009 PHASE 4 SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Joe No.: 108-221 Engineer.-Mjw Date. 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCESS RAMP RECONSTRUC77ON 6 OF 25 0 1 2 3 FLOWLINE CURVE DATA D = 89'5'26" R = 19.71' L = 30.65' T = 19.4' FLOWLINE CURVE DATA D = 92'0'44" R = 19.62' L = 31.51' T = 20.33' FLOWLINE CURVE DATA D = 97'44'46" R = 18.69' L = 31.89' T = 21.41' FLOWLINE CURVE DATA D = 88'20'49" R = 20.03' L = 30.88' T = 19.46' REVISIONS No. DA TE DESCRIP TION LEGEND —a- EXISTING SIGN 0 PROPOSED RELOCATION 00 e t EXISTING WATER VALVE � N 6 -t } EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT A' W wal EXISTING WATER METER D O MATCH B EXISTING LANDSCAPE LIGHT o W EXISTING STREET LIGHT/SIGNAL EXISTING CONCRETE \ MING AVE & MANNING 6" � 0.1' MAX VARIES — SEE = i.. 7\ ELEVATION '_ = '•- ON PLAN VIEW LANDSCAPE AREA 4" SIDEWALK 2.5"� RETAINING CURB DETAIL SECTION A—A RIGHT OF WAY ■ ®® 0 Ift it E ■ 11 ■ EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 01 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT NEW CASE "B" HANDICAP RAMP PER CALTRANS 02 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION 07 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN 14 CONFORM CONCRETE RAMP TO EXISTING SIGNAL POLE FOUNDATION AS DIRECTED BY THE ENGINEER REGISTERED CML ENGINEER DATE QROFESS/pNq� Fy IAN J. PAWS yi No. 56155 a * Exp. 6-30-10 CAVI CC cp&\F J1,E 1800 30th Street, Suite 260 LRS` Bakersfield, California 93301 661 327-1969 ! / PUBLIC WORKS DEPAR ENT Re Nam Ming Ramps West.dwg Drown: Acs PAVEMENT REHABILITATION 2009 PHASE 4 C TY OF BAKERSFIELD. CALIFORNIA TM Job No.: 108-22.1 Engineer.- MJW SHEET NO. Date: 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCESS RAMP RECONSTRUC770N 7 OF 25 0 1 2 3 FLOWLINE CURVE DATA D = 96'55'6" R = 19.79' L = 33.47' T = 22.33' A4/NG A VE FLOWLINE CURVE DATA D = 88'48'14" R = 19.96' 3 ' ' = 0.94 = 19.55' j /l I / ! / / zo \ d :NC CNOSTRUCT NCRETE MEDIAN REATMENT 4 11 1 ( N o N DREMOVE DEMOLISH AND REMOVE EXISTING EXISTING TREE CONCRETE j SEE SHEET 13 FOR DETAILS OF ROAD DEMOLITION AND Q CONSTRUCTION O C� Z Q 00 C -4i 00 �I C14 0 1 ! No. DA TE 9.8 FLOWLINE CURVE DATA D = 9 '4'27" R=2.03' L= 3.88' T = 21.51' bc ME m .9 n FLOWLINE CURVE DATA I -"_�— D = 87'50'5" R = 20.02' L = 30.69' T = 19.28' 1 r- -A 10. 9, G 1 .42 FLP < 00 io 2.9 00 0 — _ ci 6 — — /0 7 3>A yt'o �q�7C,y o � y9 ,REBS T h cy�� CO lI 1 a MING AVE & BARRINGTON fflp..�,Vlp CITY OF BAKERSFIELD, CAL/FORIV/A PUBLIC WORKS DEPARTMENT LEGEND REVISIONS DESCRIP TION -Cl-- EXISTING SIGN Q PROPOSED RELOCATION SHEET NO. 8 OF 25 EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT wm [_ ] EXISTING WATER METER EXISTING LANDSCAPE LIGHT }— --�� EXISTING STREET LIGHT/SIGNAL - — — -- — - - - - EXISTING CONCRETE RIGHT OF WAY ■1 f i11 I EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (J1 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT NEW CASE "B" HANDICAP RAMP PER CALTRANS U2 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION Q REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 12 REMOVE EXISTING MEDIAN. CONSTRUCT TYPE "M" CURB PER PER COB STD PLAN ST -2 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN 6" 0.1' MAX VARIES - SEE •'r `. �„ �� ELEVATION ON PLAN VIEW 71-ANDSCAPE AREA 4" SIDEWALK ; •,�� _ y . 2.5"-J RETAINING CURB DETAIL SECTION A -A 9goVESS1p � U MW J. PARKS No. 58155 a * Exp.6-30-10 Divi REGISTERED CIVIL ENGINEER DATE of CA1.�F� [ 1800 30th Street, Suite 260 _ -- Bakersfield, California 93,301 Nwne.•Mirg Romps West.dwg Drawn: ACR 661 327-1969 ' No.: 108-22.1 Engineer. • Mjw PAVEMENT REHABILITATION 2009 PHASE 4 Fe: 02-01-10 Checked By. IjP MING AVENUE FROM GOSFORD TO IVEW S77NE ROAD ACCESS RAMP RECONSTRUCTION 0 1 �'lY' off y SHEET NO. 8 OF 25 2 3 LEGEND EXISTING SIGN PROPOSED RELOCATION ® EXISTING WATER VALVE -- EXISTING FIRE HYDRANT ] EXISTING POLE BOX / UTILITY VAULT wM [ ] EXISTING WATER METER EXISTING LANDSCAPE LIGHT ��- EXISTING STREET LIGHT/SIGNAL - - - - - - - - - - EXISTING CONCRETE RIGHT OF WAY ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING BLOCK WALL ti!q' �Cy T�yFc 1"= a 8.33% FLOWLINE CURVE DATA D = 89'15'59" R=10' L = 15.58' T = 9.87' 5' 1 10' 0 00 0 0 0000000000000 000 0000 0 O 0 000 2%�� n7 005 20' MING AVE 0.09% PAVEMENT TIE-IN NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS . Q) t�1 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 0 8 03 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE O CONTRACTOR SHALL ADJUST PULL BOXES TO 10 5 MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT ® REMOVE EXISTING CONCRETE WITHIN LIMITS OF 12 NEW HANDICAP RAMP CONSTRUCTION 13 FLOWLINE CURVE DATA D = 9012'59" R = 10' L = 15.75' T = 10.04' 0o00o00 0 000 000 w N 00 0 — 0 000 —pyo 8.33% 000 2%C14 % O00 �- °° Co '5 �117' Chi 6' LORENE'S COFFEE SHOP MING AVE & LORENE'S COFFEE SHOP ENTRANCE VT2-------. IEMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM VHICH CONFLICTS WITH NEW RAMP )NSTRUCT NEW CASE "CM" HANDICAP RAMP PER CALTRANS ANDARD PLAN A88B AND THE DETAILS SHOWN ON IS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS :ONSTRUCT 8' CROSS GUTTER PER COB STD PLAN S-17 TYPE "M" CURB PER COB STD PLAN ST -2 STRUCTION RETAINING CURB PER DETAILS SHOWN THIS PLAN 6" � 0.1' MAX I I NN VARIES -SEE ELEVATION ' = ON PLAN VIEWLANDSCAPE AREA 4" SIDEWALK Y 2.5"-J RETAINING CURB DETAIL SECTION A—A FLOWLINE CURVE DATA D = 82'5'21" R = 21.75' L = 31.16' T = 18.93' ,s Ld V) Lv U 1m REVISIONS No. DA TE DESCRIP TION 1 / / 371 FLOWLINE CURVE DATA D = 80'2'32" R = 20.37' L = 28.46' T = 17.11' I II 11 ! I I I I I i I II !I MING AVE & CHESHIRE DRIVE Z I -bio DATE QROFEaS/�\ 0 IAN J. PARKS �n IV No. 58155 `a *` Exp.8--30-10 I* I � �\f F-- C!V��d P� CA1-� 1800 30th Street, Suite1 r I t -- Bakersfield, California 9330101 (661) 327-1969 ► /f f/7e Nma Ming Ramps East.dwg Drawn: ace PAVEMENT REHABILITATION 2009 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-221 Engineer: MJW Date. 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW STINE ROAD ACCESS RAMP RECONSTRUCTION 9 OF 25 0 1 2 3 FLOWLINE CURVE DATA D = 8513'44" R = 20.54' L = 30.55' T = 18.89' m 1 ':• 10' FLOWLINE CURVE DATA D = 88'37'20" R = 20.02' L = 30.97' T = 19.5 LEGEND 0 EXISTING SIGN PROPOSED RELOCATION ® EXISTING WATER VALVE -& EXISTING FIRE HYDRANT E-1 EXISTING POLE BOX / UTILITY VAULT wM E � EXISTING WATER METER EXISTING LANDSCAPE LIGHT EXISTING STREET LIGHT/SIGNAL - — — — — — — — — - EXISTING CONCRETE RIGHT OF WAY ■ ■ ® ® ■ ■ ■ ■ 0 ■ EXISTING BLOCK WALL EXISTING WROUGHT IRON FENCE rr r rr r rr r rr r rr r rr r rr r rr r rr r MING AVE & PINION SPRINGS CIR WEST CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT NOTES FLOWLINE CURVE DATA No. DA TE CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 07 01 STANDARD PLAN A88A AND THE DETAILS SHOWN ON REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP L = 31.27' 2 THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP. TRANSPLANT TREES O RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY 4 THE ENGINEER AS DIRECTED BY THE ENGINEER. CONTACT MAYA PROPERTIES AT 661-327-4727 FOR INFORMATION ON LOCATION �iT 4 © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION FLOWLINE CURVE DATA D = 93'2'27" R = 19.84' L = 32.22' T = 20.92' REVIMONS DESCR/P T/ON p FLOWLINE CURVE DATA 2 D = 92'8'52" p R = 19.44' L = 31.27' T = 20.18' MING AVE & PINION SPRINGS CIR EAST REGISTERED CIVIL ENGINEER Z -I-'7) DATE FESS/ � y IAN J. PARKS re+ it No. 58155 M * Exp.6-30-10 * � Ll ME,IR,1800 30th Street, Suite 260 -Bakersfield, California 93301 �, (661 327-1969 1 Fie Name Ming Ramps East. dwg Drawn: ACB PA VEMENT REHAB/LI TA 77ON 2009 PHASE 4 Job No.: 108-22.1 Engineer.• MJW Date: 02-01-10 Checked By. W MING AVENUE FROM COSFORD TO NEW SME ROAD -ACCESS RAMP RECONSTRUC77ON C!7 SHEET Na 10 OF 25 3 MATCH BW -"-00 a 1 9 ^'� �o •• o• 1 • •sem � ' 1 • Tc v AWI FLOWLINE CURVE DATA D = 78'40'53" R = 20.09' L = 27.59' T = 16.47' 6" 0.1' MAX _C VARIES - SEE 77 ELEVATION = ON PLAN VIEW r� ' .= LANDSCAPE AREA :..:.. 4" SIDEWALK LE; --:..• - MST M�TcH 2.5"� F RETAINING CURB DETAIL SECTION A—A000, G� FLOWLINE CURVE DATA D = 80'20'32" R = 20.06' L = 28.13' T = 16.94' FLOWLINE CURVE DATA D = 92'44'1" R = 19.61' L = 31.74' T = 20.57' �3 ). 46- (5) 6' , 1'�•3� �' 4 S 2' 0 FLOWLINE CURVE DATA D = 78'36'51 R = 25.81' L = 35.41' T = 21.13' 1000- t- 2 \ qT '0000,\ \ \ \ 1.00,\ MING AVE & WESTHOLME BLVD CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT F7e tkme.•Ming Ramps East.dwg Drawn: ACB Job No.: 108-22.1 Engineer.MJw Date. 02-01-10 Checked By. IJP NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 10 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 03 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO Q MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS NEW HANDICAP RAMP CONSTRUCTION (7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP CONSTRUCT NEW CASE "C" HANDICAP RAMP PER CALTRANS 11 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN PVE FLOWLINE CURVE DATA D = 91'2'40° R = 20.03' L = 31.83' T = 20.4' �O G� FLOWLINE CURVE DATA D = 84'45'19" R=20.63' L = 30.52' T = 18.82' REVISIONS No. DA TE DESCRIP TION EXISTING SIGN ,2 ,3 .4 {} EXISTING FIRE HYDRANT -] EXISTING POLE BOX / UTILITY VAULT -N-- EXISTING STREET LIGHT/SIGNAL - - - - — - -- — — - EXISTING CONCRETE ---- RIGHT OF WAY \ F7e tkme.•Ming Ramps East.dwg Drawn: ACB Job No.: 108-22.1 Engineer.MJw Date. 02-01-10 Checked By. IJP NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 10 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 03 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO Q MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS NEW HANDICAP RAMP CONSTRUCTION (7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP CONSTRUCT NEW CASE "C" HANDICAP RAMP PER CALTRANS 11 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN PVE FLOWLINE CURVE DATA D = 91'2'40° R = 20.03' L = 31.83' T = 20.4' �O G� FLOWLINE CURVE DATA D = 84'45'19" R=20.63' L = 30.52' T = 18.82' LEGEND REVISIONS No. DA TE DESCRIP TION EXISTING SIGN ,2 ,3 .4 {} LEGEND 0_ EXISTING SIGN 0 PROPOSED RELOCATION c� EXISTING WATER VALVE {} EXISTING FIRE HYDRANT -] EXISTING POLE BOX / UTILITY VAULT -N-- EXISTING STREET LIGHT/SIGNAL - - - - — - -- — — - EXISTING CONCRETE ---- RIGHT OF WAY \ \ 3 \ Cl) \ \\ 2 i \\ MING AVE & COURTLEIGH RD QRaF>:ss�o G7 IAN J. PARKS Zn No. 58155 * Exp. 6-30-10 l --r--® z - I - 20 I o �9� CIV 1 REGISTERED CIVIL ENGINEER DATE CA��F 1800 30th Street, Suite 260 Bakersfield, California 93301 ' 661 327-1969 PAVEMENT REHABILITATION 2009 PHASE 4 MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCESS RAMP RECONSTRUCTION 0 1 SHEET N0. 11 OF 25 2 3 J Q w C' Q Z 52 m w 0 J r\ L0 O m Q0 0 O O (N 0 N a 0 a 0 Q 0 0 0 0 c� GENERAL NOTES 1 ALL U TlL l TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED B Y THE VARIOUS U TIL l T Y COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTILITIES /N THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MAY 2006. 788 LF MING A -25 FrT/ T7_ 74 Tf� VENUE 788 LF 5 788 LF 1 11 � t t 1 _ — 1200 LF 1200 LF 1200 LF SCALE: 1 "=40' rinn/ AarnQ rn an e n uie v vin vn rinnl LEGEND SYMBOLS INSTALL FULL DEPTH RECONSTRUCTION IN 6' x 50' TYPE "C" LOOP AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON Q INSTALL TYPE "E" LOOP MING AVENUE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 AND ADJUST MONUMENT LID, SHEET 3 OF THE PLANS ISSUED FOR 101 FRAME, AND COVER PER THIS PROJECT. C.O.B. DRAWING S-29 H. ADJUST MANHOLE -- FULL DEPTH RECONSTRUCTION IN • FRAME AND COVER PER AREAS INDICATED ON THE PLANS. C.O.B. DRAWING S-7 THE DEPTH OF RECONSTRUCTION ON V MING AVENUE SHALL CONFORM TO THE FT.WATER VALVE TO BE DETAILS AS SHOWN ON SHEET 2 AND ADJUSTED BY OTHERS SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. (NOTE: THIS AREA IS 14- GAS CONSTRUCTION NOTES: ❑ CON IRA CTORS LIMITS OF PAVING OPERATION AT THE INTERSECT/ON OF MING AVENUE AND GOSFORD ROAD SHALL BEA 5' TYPICAL AROUND THE M MANHOLE TO BE ADJUSTED BY OTHERS CURB RETURNS. F2_1 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. ®CONTRACTOR SHALL REMOVE AND REPLACE EX/STING CURB &GUTTER PER ❑3 ALL EX/ST/NG MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS PER CITY STANDARD ST -1. ENGINEER SHALL VER/FY LIMITS /N FIELD. EFFECTED BY FULL DEPTH RECONSTRUCT/ON SHALL BE LOWERED TO THE NEW FINISH GRADE. �g CONTRACTOR SHALL CONSTRUCT CURB &GUTTER AT THE G. E. T BUS STOPS 4 CONSTRUCT ACCESS RAMPS PER DETAIL ON SHEET 4. WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8—INCH THICKNESS WITH 3 14 REBARS (ONE REBAR FOR THE CURB AREA AND TWO ❑ TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 3 FOR REBAR DETAILS AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BEAMINIMUM OF 1.5" BELOW THE 10 CONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER CITY STANDARD ST -7. SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECT/VE LANES. CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS TYPE E GUTTER PER CAL TRANS STANDARD PLAN A88B, TYPE CM. LOOPS SHALL HAVE THE HOMERUNS SA WCUT TO THE EXISTING PULLBOX AS SHOWN ON THE PLANS. © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 11 CONSTRUCT PAVEMENT PROFILE GRADE TRANSITION AT MEDIA CURB PER AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REV/EW AND ACCEPTANCE BY THE CITY OF DETAIL C ON SHEET J. ENGINEER SHALL FIELD VER/FY THE LIMITS OF 100' RAKFR.SF/Fl n TRAFFIC' FN(;INFFR/N(; nl Ul qlnN nnN rRd n rnR CNd l l /'1)nl7nRAA WITu rum rl l opcA/ r AAl / ren rQd A/<'/ Calle H iia LIMITS OF P VING 14 SF 2 25 LF^� y i—A 1 5 LF F171 QRccoiFESS /ON DF -AN REGISTERED Cl VlL„ EN INFER � C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD 150/ TRUXTUN AVENUE '9TF �ivi� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DATE DESCR/P TION 3 47 12 LF !j 312 LF LF 12 LF 11 t ! + l Ir f t U STRIPING NOTES 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARK/NG/STRIPING AS INDICATED ON THE PLANS. O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. 3 INSTALL TYPE /V ARROWS 4 INSTALL 'B/KE LANE" MARKINGS (SEE DETAIL ON SHEET 2) 5 INSTALL DETAIL 9 5A INSTALL DETAIL 9 �I D INSTALL DETAIL 38 6A INSTALL DETAIL 38 7 INSTALL DETAIL 39 7A INSTALL DETAIL 39 8 INSTALL DETAIL 39A 8A INSTALL DETAIL 39A Og INSTALL DETA/L 40 INSTALL DETAIL 409A NO TE.- (A) INDICATES QUANTITIES FOR ADDIITIVE ALTERNATE N0, 3 1� PART OF ADDITIVE ALTERNATE NO. I) �j GAS VALVE TO BECn QRccoiFESS /ON DF -AN REGISTERED Cl VlL„ EN INFER � C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD 150/ TRUXTUN AVENUE '9TF �ivi� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DATE DESCR/P TION 3 47 12 LF !j 312 LF LF 12 LF 11 t ! + l Ir f t U STRIPING NOTES 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARK/NG/STRIPING AS INDICATED ON THE PLANS. O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. 3 INSTALL TYPE /V ARROWS 4 INSTALL 'B/KE LANE" MARKINGS (SEE DETAIL ON SHEET 2) 5 INSTALL DETAIL 9 5A INSTALL DETAIL 9 �I D INSTALL DETAIL 38 6A INSTALL DETAIL 38 7 INSTALL DETAIL 39 7A INSTALL DETAIL 39 8 INSTALL DETAIL 39A 8A INSTALL DETAIL 39A Og INSTALL DETA/L 40 INSTALL DETAIL 409A NO TE.- (A) INDICATES QUANTITIES FOR ADDIITIVE ALTERNATE N0, 3 1� O O M Q W z 0,7 J U f'— l� File Name: Min Recons_recover_latest Drawn: N. Grewal PAVEMENT REHABILITATION 20109 PHASE 4 sHEE r No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N.Grewal Date: January 29, 2010 checked By.. MING AVENUE — GOSFORD ROAD TO NEW ST/NE ROAD 1 2 OF 25 0 1 2 3 J Q w 0 0 z m 0 w O J a_ O O O CV Q Lu U H Q 1p CONS TR UCT/ON NO TES : CONTRACTORS L IS OF PA VING OPERA TION A T THE INTERSECTION OF MANHOLE TO BE ADJUSTED BY OTHERS [�IMING AVENUE AND GOSFORD ROAD SHALL BE A 5 TYPICAL AROUND THE CURB RETURNS. ❑ 2 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS ® CONTRACTOR SHALL REMOVE AND REPLACE EXIST/NG CURB & GUTTER PER ❑3 ALL EXIST/NG MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS PER CITY STANDARD ST -1. ENGINEER SHALL VERIFY LIMITS IN FIELD. EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE.�g CONTRACTOR SHALL CONSTRUCT CURB & GUTTER A T THE G. E. T BUS STOPS WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH ® CONSTRUCT ACCESS RAMPS PER DETAIL ON SHEET 4. THICKNESS WITH 3 14 REBARS (ONE REBAR FOR THE CURB AREA AND TWO O TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECT/ON. DETECTOR LOOPS REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 3 FOR REBAR DETAILS. AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE Ed CONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER CITY STANDARD ST -7. SURFACE OF THE PA V/NG. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS. TYPE E GUTTER PER CAL TRANS STANDARD PLAN A88B, TYPE CM. LOOPS SHALL HAVE THE HOMERUNS SAWCUT TO THE EX/ST/NG PULLBOX AS SHOWN ON THE PLANS. ©CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 11 CONSTRUCT PAVEMENT PROF/LE GRADE TRANSIT/ON AT MEDIA CURB PER AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REV/EW AND ACCEPTANCE BY THE CITY OF DETAIL C ON SHEET J. ENGINEER SHALL FIELD VERIFY THE LIMITS OF 100' BAKERSFIELD TRAFFIC ENGINEERING DIVISION CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCD. TRA NSI TION PR/OR TO ROA DWA Y EXCA VA TION. LO`__----.. Q ,7— co _Z -- /. H. L 0_. Cif 7 180 LF 0) j 120 LF 10 Q o� 18 — 3 o U)5 11 — N w 0' N Y Z O J I— — — o 6 O F L rn O O % � l CD z $ 180 LF �_.... Li 5 180 LF z z 5 180 LF w 0 C) J / Ed 517 LF 617 LF 5 617 LF VASCALE: 1"=40' 17 LF CITY OF BAKERSFIELD, CALIFORNIA 17 LF LEGEND SYMBOLS_ INSTALL 0 6' x 50' TYPE "C" LOOP AREAS INDICATED ON THE PLANS. Q INSTALL TYPE "E" LOOP L MING AVENUE SHALL CONFORM TO THEADJUST MONUMENT LID, DETAILS AS SHOWN ON SHEET 2 AND ❑9 0, FRAME, AND COVER PER THIS PROJECT. C.O.B. DRAWING S-29 4.H"ADJUST MANHOLE U) FRAME AND COVER PER C.O.B. DRAWING S-7 a� THE DEPTH OF RECONSTRUCTION ONV. 0 Ff. WATER VALVE TO BE I L ADJUSTED BY OTHERS SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. (NOTE: THIS AREA IS G'V'GAS VALVE TO BE 0 ® ADJUSTED BY OTHERS 0 N L I 0 0 0 -0-.- Cif 7 180 LF 0) j 120 LF 10 Q o� 18 — 3 o U)5 11 — N w 0' N Y Z O J I— — — o 6 O F L rn O O % � l CD z $ 180 LF �_.... Li 5 180 LF z z 5 180 LF w 0 C) J / Ed 517 LF 617 LF 5 617 LF VASCALE: 1"=40' 17 LF CITY OF BAKERSFIELD, CALIFORNIA 17 LF LEGEND SYMBOLS_ B �r i n t o n t LIMITS OF 'PAVING 2 25 SF 1' tl !� l MING A VENUE 120 LF )7617 LF a j' IIIf � /`f j ,, v � I`fl � ® _ -- ol , ---r I I' 4 r 1 1 ' —6 3 LF a 4_ _ 4 I r' rI , 1 � 9 i 1 $ 100 LF '7, 2 25 `� F I LIMITS OFVII1G }' PUBLIC WORKS DEPARTMENT File Nome: Min Recons_recover_lotest I Drawn: N. Grewal Job No.: TOK225 En gin eer: N. Grewal Date: January 29, 2010 Checked By U.._- STRIP/NG NOTES 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. 3 INSTALL TYPE IV ARROWS 4 INSTALL "BIKE LANE" MARKINGS. (SEE DETAIL ON SHEET 2) 5 INSTALL DE TAIL 9 5A INSTALL DETAIL 9 O6 INSTALL DETAIL 38 6A INSTALL DETAIL 38 7 INSTALL DETAIL 39 7A INSTALL DETAIL 39 8 INSTALL DETAIL 39A GINSTALL DETAIL 39A Og INSTALL DETAIL 40 9A INSTALL DETAIL 40 NO TE. (A) IND/CA TES QUAN Tl TIES FOR ADDII TI VE AL TERNA TE NO. 1 425 LF 5 425 LF -- $ 100 16 40 F / 71— 120 LF 425 EF 425 EF 14 SF I SCALE: 1 "= 40' OOFESS/ON V E AN q� �. REGIS TERED Cl V L EN w INFER � C 46803 * Exp.6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 325 LF - 1330/' F f Q t f�� 201 LF 0 LF 425 LF GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONS/B/LI TY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. PA VEMENT REHABIL ITA TION 2009 PHASE 4 MING AVENUE – GOSFORD ROAD TO NEW ST/NE ROAD F 5 340 LF ' Fa - O _ - CZ) - CO Lu -- z -- - j _ Q INSTALL FULL DEPTH RECONSTRUCTION IN 6' x 50' TYPE "C" LOOP AREAS INDICATED ON THE PLANS. Q INSTALL TYPE "E" LOOP THE DEPTH OF RECONSTRUCTION ON MING AVENUE SHALL CONFORM TO THEADJUST MONUMENT LID, DETAILS AS SHOWN ON SHEET 2 AND ❑9 SHEET 3 OF THE PLANS ISSUED FOR FRAME, AND COVER PER THIS PROJECT. C.O.B. DRAWING S-29 4.H"ADJUST MANHOLE FULL DEPTH RECONSTRUCTION IN FRAME AND COVER PER C.O.B. DRAWING S-7 AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ONV. MING AVENUE SHALL CONFORM TO THE Ff. WATER VALVE TO BE DETAILS AS SHOWN ON SHEET 2 AND ADJUSTED BY OTHERS SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. (NOTE: THIS AREA IS G'V'GAS VALVE TO BE PART OF ADDITIVE ALTERNATE NO. IJ ® ADJUSTED BY OTHERS B �r i n t o n t LIMITS OF 'PAVING 2 25 SF 1' tl !� l MING A VENUE 120 LF )7617 LF a j' IIIf � /`f j ,, v � I`fl � ® _ -- ol , ---r I I' 4 r 1 1 ' —6 3 LF a 4_ _ 4 I r' rI , 1 � 9 i 1 $ 100 LF '7, 2 25 `� F I LIMITS OFVII1G }' PUBLIC WORKS DEPARTMENT File Nome: Min Recons_recover_lotest I Drawn: N. Grewal Job No.: TOK225 En gin eer: N. Grewal Date: January 29, 2010 Checked By U.._- STRIP/NG NOTES 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. 3 INSTALL TYPE IV ARROWS 4 INSTALL "BIKE LANE" MARKINGS. (SEE DETAIL ON SHEET 2) 5 INSTALL DE TAIL 9 5A INSTALL DETAIL 9 O6 INSTALL DETAIL 38 6A INSTALL DETAIL 38 7 INSTALL DETAIL 39 7A INSTALL DETAIL 39 8 INSTALL DETAIL 39A GINSTALL DETAIL 39A Og INSTALL DETAIL 40 9A INSTALL DETAIL 40 NO TE. (A) IND/CA TES QUAN Tl TIES FOR ADDII TI VE AL TERNA TE NO. 1 425 LF 5 425 LF -- $ 100 16 40 F / 71— 120 LF 425 EF 425 EF 14 SF I SCALE: 1 "= 40' OOFESS/ON V E AN q� �. REGIS TERED Cl V L EN w INFER � C 46803 * Exp.6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 325 LF - 1330/' F f Q t f�� 201 LF 0 LF 425 LF GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONS/B/LI TY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. PA VEMENT REHABIL ITA TION 2009 PHASE 4 MING AVENUE – GOSFORD ROAD TO NEW ST/NE ROAD F 5 340 LF ' Fa - O _ - CZ) - CO Lu -- z -- - j _ Q 0 1 2 3 117 SHEET N0. 13 OF 25 0 1 2 3 J Q W ry 0 m 0 Q z m 0 w O m O 7 .- cn - Lu [� lr�r ' 5 405 IF - CONTRACTOR SHALL REMOVE CONFLICT/NG PAVEMENT MARKING/STR/PING AS INDICATED ON THE PLANS 8A 13 LF INSTALL I' WIDE STOP BAR AND CROSS WALK STRIPING. INSTALL TYPE IV ARROWS MING AVENUE SHALL CONFORM TO THE INSTALL "BIKE LANE" MARKINGS. (SEE DETAIL ON SHEET 2) INSTALL DETAIL 9 5A INSTALL DETAIL 9 C.O.B. DRAWING S-29 ~ 6A INSTALL DETAIL 38 INSTALL DETAIL 38 AREAS INDICATED ON THE PLANS. INSTALL DETAIL 39 GINSTALL DETAIL 39 INSTALL DETAIL 39A 8A INSTALL DETAIL 39A INSTALL DETAIL 40 9A INSTALL DETAIL 40 LO ti I _- 0 00 / f� 8 7 CL co 00 z o Ln / J ' _ Q O ; N 4 4 �n I! // til a f 2 21� F 4 1' LIMiT 1 PAVI G I a l ' Pin on Springs Cl a Li 1000 LF 22 LF j t A* SCALE: 1"=40' LIMITS 10qAVING `� f �14 SF ISI I � Pin on Springs West Westholme Blvd VV/V a7 / MLjLw / /V/V /VV / 1= Z-30 / �wwiRr,�iv�� uMwii0 yr r ,tiviivv vRvry /11n r-cri1i► ic nvicrTJcL,iiviv yr � • � MING AVENUE AND GOSFORD ROAD SHALL BE A 5' TYPICAL AROUND THE MANHOLE TO BE ADJUSTED BY OTHERS. CURB RETURNS INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. ® CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CURB & GUTTER PER ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS PER CITY STANDARD ST -1. ENGINEER SHALL VERIFY LIMITS IN FIELD. EFFECTED BY FULL DEPTH RECONSTRUCT/ON SHALL BE LOWERED TO THE NEW FINISH GRADE. M CONTRACTOR SHALL CONSTRUCT CURB & GUTTER AT THE G.E. T BUS STOPS CONSTRUCT ACCESS RAMPS PER DETAIL ON SHEET 4. WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH -a � TYPE E LOOPS SHALL BE PLACED 285 BACK OF LIMIT LINE OF INTERSECT/ON. DETECTOR LOOPS REBARS FOR /THE 111 J GUTTER PAN).(OPLEASE SEE SHEET 3 FOR REBAR DETAILS. AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MIN/MUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. 10 CONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER CITY STANDARD ST- 7 TYPE C LOOPS SHALL BE PLACED 6 FROM CROSSWALK AS INDICATED ON THE PLANS. TYPE E CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & a GUTTER PER CAL TRANS STANDARD PLAN A88B, TYPE CM. LOOPS SHALL HAVE THE HOMERUNS SAWCUT TO THE EXISTING PULLBOX AS SHOWN ON THE PLANS. I © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 11 CONSTRUCT PAVEMENT PROFILE GRADE TRANSITION AT MEDIAN CURB PE o AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REV/EW AND ACCEPTANCE BY THE CITY OF DETAIL C ON SHEET J. ENGINEER SHALL FIELD VERIFY THE LIMITS OF 1( U BAKERSFIELD TRAFFIC ENGINEEI Q) U) C [ 5 1032 L F 5 1032 LF (J710,32 LF m—_c ...._...... ._.._....— _. O _ Coo - - _ - Ftp _ U) _ .._ U— I Q � _ N O 1 O 5 264 LF N 5 264 LF 7 164 LF rn I I 0 0 N NZ w w z z w J / OR 4 )8100 LF� LIMITS OF AVI . C r tl I ' l FO LO 100 100 ib LEGEND SYMBOLS 8A 13 LF INSTALL FULL DEPTH RECONSTRUCTION IN 6' x 50' TYPE "C" LOOP AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON O INSTALL TYPE "E" LOOP MING AVENUE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 AND ADJUST MONUMENT LID, SHEET 3 OF THE PLANS ISSUED FOR FRAME, AND COVER PER THIS PROJECT. C.O.B. DRAWING S-29 ~ H. ADJUST MANHOLE ® FULL DEPTH RECONSTRUCTION IN FRAME AND COVER PER AREAS INDICATED ON THE PLANS. C.O.B. DRAWING S-7 THE DEPTH OF RECONSTRUCTION ON 3430 sF MING AVENUE SHALL CONFORM TO THE �' WATER VALVE TO BE DETAILS AS SHOWN ON SHEET 2 AND ADJUSTED BY OTHERS SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. (NOTE: THIS AREA IS G.V. PART OF ADDITIVE ALTERNATE NO. 1) ® GAS VALVE TO BE z W ADJUSTED BY OTHERS oRJESS/ON F� DEAN � R F 4r `�v o�0 �2i� 26 W Q� - rn REGISTERED CIVIL�ENGI ER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CAVIL ��� BAKERSFIELD, CA 93301 OF CA0� REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / 3 / / I 47 f 5 12 LF _W SCALE: I"=40' - - 5 12 LF ..r r� r�—__..:�---~' ,,..=.--• �,,./ fir--- .--'" -'c -' d7 C - w — f-''-'"� '�- f,.r.� a..c'`�• ""tel' .�-�"'"�! Q a _ - 108 LF SCALE. I"=40' I ti,._. _....- FO w C. — Fr ° 3 SF 10 - m.. 1 zi) 1 1 171 LF 4 SF 1111I8A18 LF -° 10' -- 1 05 -- _ _''"— LIM o106f __. ...,. ...._. ,..._, 1 _ 11 -- — 3 10' LF— _ p ,- __ - 4 14 SF 5 684 LF 204 LF 5 684 LF MINGeig Dr A VEN U E _ I if { 5A �O 4F I ,. File Name. Min Recons-recover_Iotest Draw: N. GREWAL PA VEMENT REHABIL ITA TION 2009 PHASE 4 CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 En gin eer: N. GREWAL Dote: January 29, 2010 Checked By11 MING AVE — GOSFORD RD TO NEW STINE RD 18`ML'F L 1 LF I LIMITS 0= PAVING ADDITVE ALT N0.1 8A 13 LF 5A 26 LF ~ II''yy W O 3430 sF � _ O D 5 21 LF z W 15 SF 17(4 dq P)l SHEET No. 74 OF 25 0 1 2 3 F STREET AND f OF CONSTRUCTION VARIES VARIES WESTBOUND EAST BOUND PHASE 2 PHASE 1 VARIES 18' D PHASE 3 PHASE 4 LOCA TIONS VARIES 18' VARIES SEE PLAN 12 Min. CHANNEL12YNO D£wCE SEE STREET PLANS FOR PAVING LIMITS FL M/NG AVENUE CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS PHASE No. / NOT TO SCALE FL STREET AND f OF CONSTRUCTION in MIf—rr SEE STREET PLANS _J FOR PAVING LIMITS MING AVENUE CONS TRUC TION PHASING FL SEE PLANS FOR LOCA TIONS PHASE No. 5 NOT TO SCALE VARIES EAST BOUND PHASE 6 PHASE 5 VARIES 18' 12'Min.- �DEw�EL/Z/NG F goFESS/av QEAN R • C REGISTERED Cl VI L NG EER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93,301 CF CALF 12'MINIMUM TRA VEL LANE EXISTING No. I LANE FOURTH 0.20' LIFT -14.5 THIRD 0.20 LIFT - 15.25 SECOND 0.20 LIFT - 16 -' FIRST 0.20 LIFT - 16.75 PHASE No. 1,3,5&7 S TA GGERED PA VEMENT S TA GING NOT TO SCALE 12' MINIMUM TRA VEL LANE FOURTH 0.20 LIFT - WIDTH VARIES THIRD 0.20 LIFT - WIDTH VARIES SECOND 0.20 LIFT - WIDTH VARIES FIRST 0.20 LIFT - WIDTH VARIES SEE STREET PLANSSEE S7REET PLANS FOR PAVING LIMITS —J FOR PAVING LIMITS _i PHASE No. 2, 4, 6 & 8 MING A VENUE CONS TRUC TION PHA SING -MING A VENUE CONS TR UC TION PHASING STAGGERED PAVEMENT STAG/NG SEE PLANS FOR LOCA TIONS NOT TO SCALE SEE PLANS FOR LOCATIONS NOT TO SCALE Nor ro scaLE PHASE No.2 PHASE No. 6 STREET AND f OF CONS7RUC770111 STREET AND f OF CONSTRUCTION VARIES -00 VARIES VARIES VARIES WESTBOUND EAST BOUND WEST BOUND EAST BOUND PHASE 3 PHASE 4 PHASE 7 PHASE 8 18' VARIES 18' VARIES 2'-14' WIDTH & LOCATIONS VARIES PHASE 2 PHASE 1 LOCATIONS IDVAR ES PRASE 6 PHASE 5 12 Min. VARIES 18' 12 Min. SEE PLAN FINAL 0.20' PAVEMENT LIFT -WIDTH VARIES CHANNEL12ING SEE PLAN VARIES 18' PA VEMEN T JOIN TS SHALL BE ON LANE LINES ��"� CHANNELIhNC �vEwcE FINAL PA VEMENT S TA GE SEE STREET PLANS SEE STREET PLANS NOT TO SCALE FOR PAVING LIMITS FOR PAVING LIMITS MING AVENUE CONSTRUCT/ON PHASING MING AVENUE CONSTRUCT/ON PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No. 3 PHASE No. 7 STREET AND f OF CONSTRUCTION STREET AND f OF CONS7RUC770N_-N VARIES VARIES F VARIES VARIES WESTBOUND EAST BOUND WEST BOUND EAST BOUND PHASE 3 PHASE 4 PHASE 7 PHASE 8 18' VARIES 18' VARIES 2'-14' WIDTH & 2'-14' WIDTH & 12' Min. LOCATIONS VARIES PHASE 2 PHASE 1 12' Min. LOCATIONS VARIES PHASE 6 PHASE 5 SEE PLAN VARIES 18' SEE PLAN VARIES 18' CHANNEWYNG DEWE CHANNELIIING DE tICE �, ~~ SEE STREET PLANS SEE STREET PLANS FOR PAVING LIMITS FOR PAVING LIMITS MING AVENUE CONS TRUC TION PHASING MING AVENUE CONS TRUC TION PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No.4 PHASE No. 8 Lot File Name: MingRecons-recover. Drown: N. GREWAL PA VEMENT REHABILITA TION 2009 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Joe No.: TOK225 Eng -neer: N.GREWAL Date: JAN 29, 2010 Checked By. � MING AVENUE FROM GOSFORD ROAD TO NEW STINE ROAD PHASING DETAILS 15 OF 25 0 O - I OOF ESS /�v DEAN 19 l F� LE ISA DDA REGISTERED CIVIL ENG EER C 46803 COMPLEX Exp, 6-30-11 CITY OF BAKERSFIELD --_ -_ _ - - 1501 TRUXTUN AVENUE y�11:( �ivi�- VEN v -- `-, = - _ - _ - = -=--- BAKERSFIELD, CA 93307 F CAL�F� ING SEAL HOUSING COMPLEX MING A VELI UE CD-- + co C\11 -------- — — — — F— -30-- — - ._._ _ �. -- W + -------------- _ ._- _ _ __. _ _ .- _ _ ._._ _ ....._ — — -- J HOUSING COMPLEX I R TA DRI VE \ �� I APARTMENT COMPLEX CD 1 MING A VENUE CD + F- ---.._._..- n ------45- --- - -� -� __- = � - ��- _ �- cni _ _ _ _ — _.. -42-- _ _ o _ _ _ �.. _. _ __ _ _ _ _ _ — _ — ._.Y.. _..�...-.. — _ — — — --- -- — — — J Ll I A PAS TME' T COMPLEX MAN I CHURCH PROPERTY MING A VEN UE CD .0 - - _ - _ _ _ ....._. _- _ _ _._...V._.. 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Cn --� ®--- �__._._.__. - � — � — � - — — — — — — — — — - — — — — Z Lli - - COMPLEX H 1 CD 0 rn Q F— co Z J H Q 75 C4�� I 0 0 CID J/ HOUSING COMPLEX VENUE _ - ;" - w EE T q MING 5 1 ra pE� I N TREE T TENNIS _U_, COMPLEX PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES F1ALL TRAFFIC STRIPING & PAVEMENT MARKINGS TO MEET CONTRACTOR'S TRA C CONTROL & DETOUR PANS AND SHALL COMPLY WITHN THE PHASING PLANS ARE THE MODIFIEDSTING AND SHALL BE THE CONTRACTOR'S MAINTAINNGTRAFFIC Y THE CONTRACTOR 2] CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENG/NEER. 3❑ CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5❑ CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE A T ANY GIVEN TIME Wl THOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. 'Ll I ii 11PHASING PLAN—PHASE 16-1- J'703 File Nome: MingRecons_recover Drown:N.GREWAL PAVEMENT REHAB/LITH TION 2009 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N.GREWAL Date: FEB 1, 2010 Checked By.- MING AVENUE FROM GOSFORD ROAD TO ASHE ROAD -PHASING PLAN 16 OF 25 o o 00 CN U) W \ - z .J ,`.... U Q I I 0 0 CID J/ HOUSING COMPLEX VENUE _ - ;" - w EE T q MING 5 1 ra pE� I N TREE T TENNIS _U_, COMPLEX PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES F1ALL TRAFFIC STRIPING & PAVEMENT MARKINGS TO MEET CONTRACTOR'S TRA C CONTROL & DETOUR PANS AND SHALL COMPLY WITHN THE PHASING PLANS ARE THE MODIFIEDSTING AND SHALL BE THE CONTRACTOR'S MAINTAINNGTRAFFIC Y THE CONTRACTOR 2] CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENG/NEER. 3❑ CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5❑ CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE A T ANY GIVEN TIME Wl THOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. 'Ll I ii 11PHASING PLAN—PHASE 16-1- J'703 File Nome: MingRecons_recover Drown:N.GREWAL PAVEMENT REHAB/LITH TION 2009 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N.GREWAL Date: FEB 1, 2010 Checked By.- MING AVENUE FROM GOSFORD ROAD TO ASHE ROAD -PHASING PLAN 16 OF 25 MING SEN C ----- -�-- -- _ HOUSING COMPLE QROFESS/ON q� F REGISTERED Cl VAI L _ EN INEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD _______ __ __ 15 01 TRUX TUN A VENUE 9TF C v I BAKERSFIELD, CA 93,301 OF CA�-\F _60 y ■ 13 — — — — /C/ C COMPLEX H0US CCQD MING AVENUE 11 o }I 1 W_ O LL - 01 O — — - _._ — .� _._.._. �. �.. ._.30-..... -- W � U) C MING SEN C ----- -�-- -- _ HOUSING COMPLE QROFESS/ON q� F REGISTERED Cl VAI L _ EN INEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD _______ __ __ 15 01 TRUX TUN A VENUE 9TF C v I BAKERSFIELD, CA 93,301 OF CA�-\F _60 y ■ 13 — — — — /C/ C COMPLEX H0US CCQD MING AVENUE DRI VE � \ CH UR CH PROPERTY - - \ 1.1 1 1 I 1 1 1 MING AVENUE 1 CD 36 - - 3 - — ._._.. —.._._.. — F I— z HOUSING COMPLEX 1 i �XIo Lo ' HOUSING COMPLEXI�VENUEMSIl� NI G S REE TI MING z APARTMENT C MING A I/EN UE 00 14- 44�-_ _ 5 __---V7�_r___— _ -__� __�z__ _____ _ __ � l W — — — — — — — — — ___--- - 7= TENNIS CHUB COMPLEX U _ APARTMENT C MC CC TREE T ![ PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) I i I I I PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION I AREAS TO BE CLOSED DURING EACH RESPECTIVE . PHASE OF THE PROJECT AS SHOWN ON THE PLANS. 1 BA IN T S TREE TOMPLEX C CSIHGH0U_ ,� o TRAFFIC CONTROL PHASING NOTES: CD O ALL TRAFFIC STRIPING & PAVEMENT MARK/NGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR +_ - - a --== TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTORS MAINTAIN/NG TRAFFIC. Lu C C — Q 2� CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. U) — — — �- W 63 - j Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. z - - - - Q F CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES H�C- _- - - ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS ` -- - THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DAY. 1 CI I © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CHEVRON � � � � CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME Wl THOUT THE PERMISSION OF THE ENGINEER. B R IN ONSTREE T C US T Y'S P' CCC CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. + ' i PHASING PLAN -PHASE 2 File Nome: MingRecons_recover. Drown: N. GREWAL PAVEMENT REHAB/L/TA TION 2009 PHASE 4 SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: TOK225 Engineer: N. GREWAL -Dote. FEB 1, 2010 Checked By. MING AVENUE FROM GOSFORD ROAD TO ASHE ROAD -PHASING PLAN 17 OF 25 TA o -- 00 V)— ?$-_ — — _ �.....-. — — - _._ — .� _._.._. �. �.. ._.30-..... -- W + El Ilr- z 1 H 0 U S/ S C COMPLEX DRI VE � \ CH UR CH PROPERTY - - \ 1.1 1 1 I 1 1 1 MING AVENUE 1 CD 36 - - 3 - — ._._.. —.._._.. — F I— z HOUSING COMPLEX 1 i �XIo Lo ' HOUSING COMPLEXI�VENUEMSIl� NI G S REE TI MING z APARTMENT C MING A I/EN UE 00 14- 44�-_ _ 5 __---V7�_r___— _ -__� __�z__ _____ _ __ � l W — — — — — — — — — ___--- - 7= TENNIS CHUB COMPLEX U _ APARTMENT C MC CC TREE T ![ PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) I i I I I PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION I AREAS TO BE CLOSED DURING EACH RESPECTIVE . PHASE OF THE PROJECT AS SHOWN ON THE PLANS. 1 BA IN T S TREE TOMPLEX C CSIHGH0U_ ,� o TRAFFIC CONTROL PHASING NOTES: CD O ALL TRAFFIC STRIPING & PAVEMENT MARK/NGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR +_ - - a --== TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTORS MAINTAIN/NG TRAFFIC. Lu C C — Q 2� CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. U) — — — �- W 63 - j Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. z - - - - Q F CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES H�C- _- - - ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS ` -- - THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DAY. 1 CI I © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CHEVRON � � � � CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME Wl THOUT THE PERMISSION OF THE ENGINEER. B R IN ONSTREE T C US T Y'S P' CCC CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. + ' i PHASING PLAN -PHASE 2 File Nome: MingRecons_recover. Drown: N. GREWAL PAVEMENT REHAB/L/TA TION 2009 PHASE 4 SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: TOK225 Engineer: N. GREWAL -Dote. FEB 1, 2010 Checked By. MING AVENUE FROM GOSFORD ROAD TO ASHE ROAD -PHASING PLAN 17 OF 25 TA MINSAVS CAL�IL� !S,� t� EL P ORAI. RI VE CHURCH PROPERTY N Q It MAL MING A VELI UE I -IDA — — - HOUSINIG ( REGISTERED Cl VIL CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QRpFESS/ON q pEAN CO opo w EER C 46803 * Exp.6-30-11 OF CALF -20--- ®SCALE. 16 0 ,l f HOUSING COMPLEX --- - U HOUSING COMPLEX MING A VELI UE A PAR TMEN T C OMPL L_ A O— — — — — — — — — — — — — — — — — Q H MING A VENUEo c) ,Q 34 _ _ _ _ _ _ _ _ _ — _ _, _ __ _ LJJ . — -.. __..__. _... _ — — _- --- _._ -_..� .-� ___..V.._ ._-.. _.m ....._ ____ _._.._.._....._ — _.. — — _._. ___. — — �...._._. — — — _ _ — _ z I MANN11VIG I A PAR TMEN T C OMPL EX MANN M lel TQ STREE THOUSING COMPLEX Io O J O + --- _..._.- — — — LuJt _..p___._ -'` ? Lu L u - ► ` -" -- -- ----� O Q �� I 9 CHEVRON n nr�lAl� nA/ C-nn�f-T nI 1C'TY � � � 11 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 11 S11 REET HOUSING COMPLEX �ir AVEN� MI_ --- ----._._.— --- — _--- ----- — — _ TENNIS CL UB C OMPL EX REE T PHASING LEGEND 1 11 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION Ll I I I wg� RMPHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. File Nome: MingRecons_recover. Drown: N. GREWAL Job No.: TOK225 Engineer: N. GREWAL Dote._ FEB 1, 2010 Checked By. Lot.. - O O + _Z J Q PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) .TRAFFIC CONTROL PHASING NOTES El ALL 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. 21 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED 8Y THE ENGINEER. 0 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNAGE FROM THE CURRENT VUTCD" TO SL OW TRAFFIC TO 15 MPH THROUGH IN TERSECT/ONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 50 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DA Y, © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 3 PAVEMENT REHABILITA 77ON 2009 PHASE 4 MING AVENUE FROM C,OSFORD ROAD TO ASHE ROAD -PHASING PLAN �L� SHEE T NO. 18 OF 25 _ - - � HOUSINGCOMPLEX -- _ BL P ODRI VE 00 Q MING A VBNUB- - - CD CD `` Co Lu Co Q F- -- -- U F - Co - - - _ - -...�. _...® _..___ ®.......- �,.�.. .....�.._ _............._......_ �......._.................m .-.. v......_..- ...,..... - - .-......,�_ ...........-. _..- ..�..-........_ ........_-._,...�.. _...._.._ - ui _ — — — — — — — — — — — — — — — 5 — — — — — — —- — — — — _ CAL L i IQiDA QR(3FESS/ON q F� DEAN REGIS TEREDClW ��o c C Vl INEER C 46803 y� Exp.6-30-11 CITY OF BAKERSFIELD1501 A -------- HOUSING COMPLEX BAKERSFIELD,NCAVENUE 93301 qTF FI CA��F��� ® SCAL E. 1 "= 60' 11� HOUSING COMPLEX MING AVENUE A PAR TWEN T C OMPL CD CD F - w_ __.. _._. _ ._ — ._ ....._. _.._ ._ _. _. — — _... _ ._ — _..._ .._._. _ ._.y.. _ A PAR TWEN T C OMPL EX S! lC TQ S 7 -EEE T O SOUSING Ln COMPLEX Q U) - e p - - w---- z — J � ME= 65 v ==--- ---�-- -------- - - ---- B R �C OC� I S TREE- T �---_ I RUS T S PIZZA CHEVRON HOUSING COMPLEX � 11 1 11 � I C17Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT G� HOUSING COMPLEX 1�\IENUE 51 TREE T MING — — — 5 MA NN � J' � RBB T File Nome: MingRecons-recover. I Drown: N.GREWAL Job No.: TOK225 Engineer: N. GREWAL Dote: FEB 1, 2010 Checked By. PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION AREAS TO BE CLOSED DURING EACH PHASE OF THE PROJECT AS SHOWN O O to TENNIS CLUB COMPLEX �Km PHASE 3 CONSTRUCTION M&N PHASE 4 CONSTRUCTION RESPECTIVE ON THE PLANS. PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) .TRAFFIC CONTROL PHASING NOTES 1 ALL TRAFFIC STRIPING & PA VEMEN T MARK/NGS 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. 20 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 SHALT 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 CONSTRUCTION PHASING LANES 50 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 4 PAVEMENT REHAB/L/TAT70N 2009 PHASE 4 MING AVENUE FROM GOSFORD ROAD TO ASHE ROAD -PHASING PLAN I/- �12o g SHEE T NO. 19 OF 25 I I EOU _ uil_ SI�v C Of coMpMIL EX _ - _ _ - - ZD Z _--- 6 - - 9ui _ 70 .� --- 73 SHOPPING COMPL EX a sto Q ` CHE H R DRI VE WA Y QRC)FESS ��O OEA R �` F 15) 11611 REGISTERED Cl 04= N NEER C 46803 y� Exp. 6-30-11 H O u's/' C CITY OF BAKERSFIELD Coll'''VPLEX 1501 TRUXT N A ENUE V 9T U F 0� BAKERSFIELD, CA 93301 m - SCALE: 1 =60' _ ------ O • -__` O —=- -- I + 00 - --- - _ _�----- _ -- -- L1J I 79 _- m APARTMENT COMPLEX _ wEs Hd E 7-- HOUSING COMPSEXCD O■� _ -- t--Jiiv Uiv 1 BUSINESS COMPLEX O MING AVENUE I WIC � - 102 5 - - - - - - - - - - - - - Z�. r -� X64 - .. _ _ 1057 ....- ._.._..-,......._.. ____ . _ __......_. ____ .._... - - - .._._ _ - J-� - .._.._..__._. — ..-. _._ .. W _....._._ ...._ ._... _ --- -- a 7-' �. ��• `109j, U - - - - < I COUR TIL l 11 A PAR TWEN T C OMPL EX A fl L 5 PINO �I SINGS WEST ClR APARTMENT COMPLEX ING A VENUE I 1 I I O -------- __I_ O CD - - - Q=Z1 _ - - - Q BL IID APARTMENT COMPLEX i PHASING LEGEND PHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION PHASE 10 CONSTRUCTION(NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE ...:...:....::..... PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES: I�[IJALL TRAFFIC STRIPING & TO MEET CONTRACTOR'S TRAFFIC CO �ROLI & DETOUR ARKNGS SHOWNON AND SHALL COMPLY WITHXI THE CONTRACTOR' STING AND SHALLSMA/NOTAINIINGTRAFFIC CONTRACTOR I Q2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRI VE WA YS A T ALL TIMES UNLESS OTHERWISE ALL OWED 8Y THE ENGINEER. F3 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 REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. F5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. �7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. ®CONTRACTOR SHALL ALTERNATE THE CLOSURE OF P/NON SPRINGS CIRCLE AND PINON SPRINGS WEST CIRCLE. PHASING PLAN- PHASE 5 ' �' . ► �; � File Nome: MingRecons_recover. Drown: N.GREWAL PAVEMENT REHAB/L/TATION 2009 PHASE 4 SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer. N. GREWAL Dote. FEB 1, 2010 Checked By. MING AVENUE FROM ASHE ROAD TO NEW ST/NE ROAD 20 OF 25 f} I I HOUSING__�___.__V�v COHH0 W _ GRE- 69 Lu i - Z" Lu J t SHOPPING CO RD wA Y 9 OFESS/ON DEAN R q� F `< x, REGISTERED Cl VIL ENVINEER C 46803 �. Exp. 6-30-11 � CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF C V�\_ BAKERSFIELD, CA 93301 �F CAOF HOUSING CoMpl E ,. 1 SCALE. 1 =60' 0 -- _ - - - ---- - -m- - �_ -------------- _ i DRI VE APARTMENT COMPLEX CD wES Til C M" E co /fiA r-" r` A XleY cn IL I P 11 I CD CD + CD ' a 13USINESS -COMPLEX MING A VENUE 4 IL APARTMENT COMPLEX 0 L 19 LVD MING AVENUE PINO S INCS WEST CIR rl APARTMENT COMPLEX -CD CD _ — — — — — . �_...�.._... -�� - - o - - _ - -- - __ -- _ - X39 - _ _ _ _ 00 --- -.. — _._ — _.._ �� Co W BL VD i ' => APARTMENT COMPLEX PHASING LEGEND PHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY. PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES a ALL TRAFFIC STRIPING & PAVEMENT MARK/NGS 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. ] CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENG/NEER. a CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS ® CONTRACTOR SHALL USE APPROPR/ATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES a CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. E] CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 6 File Name: MingRecons_recover. I Drown: N. GREWAL PAVEMENT REHAB/LITH TION 2009 PHASE 4 SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ✓ob No.: TOK225 Engineer: N. GREWAL Dote: FEB 1, 2010 Checked By. MING AVENUE FROM ASHE ROAD TO NEW STINE ROAD -PHASING PLAN 21 OF 25 f oPOUSIN _G C.OMPAEX O `` - �. ui LD 9 W _ — = L" 70 — CD fjjfff ( f fi I SHOPPINGCOMPLHX cn�- ` --m-_ _ I A PA TIVEIV T C Olpp� PIN 0N H f OUSING COMPLEX GRE RD WA y Ems` 5 NEWS, A on QRpFESS pCAN �, F � Z REGISTERED Cl VI�E GINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OFI CA��FO�� BAKERSFIELD, CA 93301 uu 0 0 SCALE: 1 "= 60' _ _ ----- o I -- o - 7,3 Nzi- PHASE 8 CONSTRUCTION AREAS cn�- ` --m-_ _ I A PA TIVEIV T C Olpp� PIN 0N H f OUSING COMPLEX GRE RD WA y Ems` 5 NEWS, A on QRpFESS pCAN �, F � Z REGISTERED Cl VI�E GINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OFI CA��FO�� BAKERSFIELD, CA 93301 uu 0 0 SCALE: 1 "= 60' _ _ ----- o CHEHR�I DRI VE HOUSING COMPLEX I I I APARTMENT COMPLEX I I PINO IAIF(�T CIR 7- - v r' - .......... ....- _... S ClR 6 �I MING A VELI UE �r- e BUSINESS COMPLEX —._._ __._ � — ._._ ___. — — — — — — — __...-. — — — — � _._. ____ -1'07- — ._._ ._._..�.._ 108 ._.... � ....._ 109.._......._. _. COUR El APARTMENT COMPLEX CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 5 CONSTRUCTION PHASE 7 CONSTRUCTION 7,3 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE ON THE PLANS. — — PHASE OF THE PROJECT AS SHOWN U I A 10u - 0 Z w 7h u CHEHR�I DRI VE HOUSING COMPLEX I I I APARTMENT COMPLEX I I PINO IAIF(�T CIR 7- - v r' - .......... ....- _... S ClR 6 �I MING A VELI UE �r- e BUSINESS COMPLEX —._._ __._ � — ._._ ___. — — — — — — — __...-. — — — — � _._. ____ -1'07- — ._._ ._._..�.._ 108 ._.... � ....._ 109.._......._. _. COUR El APARTMENT COMPLEX CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT APARTMENT COMPLEX SG AVENUE 15* I I * I 1C:) -- 10� o o �- g7 _ _ _ --...- _ _ _ - _ _ 0) 7_--- ..z ._ gg— —= — ii w L BL VD 1 1 A PAR TMEN T COMPLEX PHASING LEGEND J�jPHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE ON THE PLANS. PHASE OF THE PROJECT AS SHOWN U I 10u - 0 Z w APARTMENT COMPLEX SG AVENUE 15* I I * I 1C:) -- 10� o o �- g7 _ _ _ --...- _ _ _ - _ _ 0) 7_--- ..z ._ gg— —= — ii w L BL VD 1 1 A PAR TMEN T COMPLEX PHASING LEGEND J�jPHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE ON THE PLANS. PHASE OF THE PROJECT AS SHOWN File Nome. MingRecons-recover. I Drown: N.GREWAL Job No.: TOK225 Engineer: N. GREWAL Dote: FEB 1, 2010 Checked By. -ro it ccir+ IVnTF_ S - UmPHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) ALL 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. 22 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. a 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 REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 0 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK, CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. : THIS IS THE ONLY ACCESS CONTRACTOR SHALL NOTIFY THE PROPERTY OWNER OF CLOSURE PERIOD AND CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS AT ALL TIMES. PHASING PLAN -PHASE 7 PAVEMENT REHABILITATION 2009 PHASE 4 MING A VENUE FROM ASHE ROAD TO NEW STINE ROAD -PHASING PLAN SHEE T NO. 22 OF 25 OOOPIN C S _ COMPL�-X Ilv _ _ ENE co =- Q SHOPPING COMPLE1'1( �f ft � O O RD WA Y I-IOUSING COMPLEX QRCjFEss /pN <c� pE�� AN � R F co REGIS TERED Cl VIL INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CAL�F�� SCALE: 1 "= 60' 0 0 1 + co -- in MH _ - - -- --___. _ CHE ,H R DRI VE APARTMENT COMPLEX Pl N D S I Y CS Vl/ES T Cl R 1 o —__ CD -- _ HOUSING COMPLEX 00 �'j A I'A IL� TIVE-1V T COAI�pl 'I�- I CD CD CD APARTMENT COMPLEX WES 7HOIqI t� LVD C APARTMENT COMPLEX ING A VENUE CD — — CD CD m L U L BLVD I ;I I /1 0 /I Q TA X)E7-n/ T A/10V BUSINESS COMPLEX MING I A VENUE __ _ 107— -�....._ - - . _ - • -- - - _ _..._ _,..._..�-........ __�- � • ---- I _ .? 108--------------- t - -- u COUR 7L l APARTMENT COMPLEX flLI & O Iw 20 PHASING LEGEND PHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES ALL 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. 3� CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCO" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE 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 CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. aCONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 8 �, • �' � File Nome. MingRecons_recover. I Drown: N. GREWAL PA VEMENT REHABILITA TION 2009 PHASE 4 SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: TOK225 Engineer: N. GRE WAL Dote. FEB 1, 2010 Checked By: ,}-� MING AVENUE FROM ASHE ROAD TO NEW ST/NE ROAD -PHASING PLAN 23 OF 25 V...� — --.._._.. _....__- ........_ �'j A I'A IL� TIVE-1V T COAI�pl 'I�- I CD CD CD APARTMENT COMPLEX WES 7HOIqI t� LVD C APARTMENT COMPLEX ING A VENUE CD — — CD CD m L U L BLVD I ;I I /1 0 /I Q TA X)E7-n/ T A/10V BUSINESS COMPLEX MING I A VENUE __ _ 107— -�....._ - - . _ - • -- - - _ _..._ _,..._..�-........ __�- � • ---- I _ .? 108--------------- t - -- u COUR 7L l APARTMENT COMPLEX flLI & O Iw 20 PHASING LEGEND PHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES ALL 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. 3� CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCO" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE 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 CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. aCONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 8 �, • �' � File Nome. MingRecons_recover. I Drown: N. GREWAL PA VEMENT REHABILITA TION 2009 PHASE 4 SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: TOK225 Engineer: N. GRE WAL Dote. FEB 1, 2010 Checked By: ,}-� MING AVENUE FROM ASHE ROAD TO NEW ST/NE ROAD -PHASING PLAN 23 OF 25 ------------------ -66jk 1 --------------------- L�J�U"J � SCALE: 1 "=20' 1iIV Ng -A -VE-NUE- � 68 � -ir i -ir -- ----------------------------------- ------------------------- Q?,OFESS/oN oCAN R 9l F �'D REGIS TERED - GINEER � C 46803 � y� Exp. 6-30-11 CITY OF BAKERSFIELD �P 150/ TRUXTUN AVENUE qTF ��V�� BAKERSFIELD, CA 93301 OF CA,��F PHASING LEGEND PHASE �am PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED lj� I I nm ON A SATURDAY AND SUNDAY.) REMPHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES El ALL TRAFFIC STRIPING & PAVEMENT MARK/NGS 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. 21 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 3❑ CONTACT Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PR/OR TO ANY PHASE OPERA TIONS, ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 51 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 9 File Nome: MingRecons_recover. I Drown: N. GREWAL PA VEMENT REHAB/LMA 77ON 2009 PHASE 4 SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N. GREWAL Dote. FEB 1, 2010 Checked By. �- MING AVENUE AT ASHE ROAD INTERSECTION 24 OF 25 ---------------------- 0 I I / i l 1l I � I I I 1 I Lm �I r l�l � LIMITS OF PAVING �I ADDITIVE ALTERNATE NO.1 i �S �7 0 MIN G / I VE—Al � / E- - _ ' ------------------ . i :Hl W SCALE. • 1 "=20' QRpFESS/G/v 0CAN R q� co (. Q� ren R GISTERED Cl E GINEER � C 46803 � y� Exp. 6-30-11 CITY OF BAKERSFIELD �Q 1501 TRUXTUN AVENUE qTF ��v�� BAKERSFIELD, CA 93301 OF CALIF 0 PHASING LEND PHASE 10 CONSTRUCTION PHASE 5 CON�Rll ION �a=PHASE 7 CONSTRUCTION (NOTE: SHALL BE CONSTRJCTED SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES: ALL 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. 20 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. Q3 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 REQUIRE 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 CONSTRUCTION ACTIW TIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. EZ] CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8 PHASING PLAN -PHASE 10 1 ! a File Nome. MingRecons_recover. I Drown: N.GREWAL PAVEMENT REHABILITA77ON 2009 PHASE 4 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N. GREWAL Dote. FEB 1, 2010 Checked By. t,}�- MING AVENUE AT NEW ST/NE ROAD 25 OF 25