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HomeMy WebLinkAbout6.1-1749LIST OF DRAWINGS SHEE T 7 TI TL E SHEET SHEET 2 DETAILS/SECTIONS SHEET 3-4 COLUMBUS ST PLANS & PROFILE SHEET 5- 17 TRAFFIC CONTROL, DETOUR, PHASING PLAN CITY STANDARDS ST- 7, ST -2, ST- 7, ST -9, ST- 72, ST- 74, ST -27, T- 79 STATE STANDARDS A20A, A20B, A20C, A20D, A24A, A24D, A24E, A87, A88A CONVENTIONAL SYMBOLS CITY 0� 3Ao< :RS 1--D DEPARTMENT OF PUBLIC WORKS PAVEMENT RECONSTRUCT/ON: FEDERAL FISCA YEAR 20062007 COLUMBUS STREET MT. VERNON AVENUE TO AUBURN STREET FEDERAL PROJECT NO: STPL 5109 (920) .H. MANHOLE P.P. -w POWER POLE FO EXIS TING MONUMEN T ❑1 FUTURE MONUMENT S.L. �E STREET LIGHT STREET LIGHT W/MAST ARM C.O. CLEAN OUT OF H. W.M. El W. V. N ® G.M. N G. V. FIRE H YDRAN T WATER METER WATER VALVE GAS ,ME TER GAS VAL VE BENCHMARK A U TO SCOPE PRE– EMP TION DEVICE E LOCATION MAP NOT TO scaLF I FINAL PAY QUANTITIES I I ROADWAY EXCA VA TION TRAFFIC STRIPING, DETAIL 9 (PAINT) TRAFFIC STRIP/NG, DETAIL 38A (PAINT) TRAFFIC STRIPING, DETAIL 39A (PAINT) TRAFFIC STRIP/NG, DETAIL 39 (PAINT) PA I/EMEN T MARKINGS (WHITE PAINT) PAVEMENT MARKINGS (YELLOW PAINT) FIRE HYDRANT MARKERS (TYPE D) 15,389 EA SEMEN T - - - - - - - - EXIST CURB & CUTTER 1018 RIGHT-OF-WAY ---------------- EXIST A.C. FLOWLINE -- - CEN TERLINE - '�- - - - -'�'- - - - '!' - EXIST. EDGE OF PA VEMEN T """""""""""''II' RAILROAD TRACKS EA GUARD RA IL CHAIN LINK FENCE /MPRO VEMEN TS x UTILITY SYMBOLS W EXIST WA TER LINE EXIST SEWER LINE S EXIS T GA S L INE SD EXIST STORM DRAIN G EXIST AERIAL E EXIST UNDERGROUND OH LINES POWER LINE TV EXIS T UNDERGROUND EXIS T UNDERGROUND T TV CABLES PHONE LINE o EXIST 0/L L/NE EXIST FIBER OPT/CL /N .H. MANHOLE P.P. -w POWER POLE FO EXIS TING MONUMEN T ❑1 FUTURE MONUMENT S.L. �E STREET LIGHT STREET LIGHT W/MAST ARM C.O. CLEAN OUT OF H. W.M. El W. V. N ® G.M. N G. V. FIRE H YDRAN T WATER METER WATER VALVE GAS ,ME TER GAS VAL VE BENCHMARK A U TO SCOPE PRE– EMP TION DEVICE E LOCATION MAP NOT TO scaLF I FINAL PAY QUANTITIES I I ROADWAY EXCA VA TION TRAFFIC STRIPING, DETAIL 9 (PAINT) TRAFFIC STRIP/NG, DETAIL 38A (PAINT) TRAFFIC STRIPING, DETAIL 39A (PAINT) TRAFFIC STRIP/NG, DETAIL 39 (PAINT) PA I/EMEN T MARKINGS (WHITE PAINT) PAVEMENT MARKINGS (YELLOW PAINT) FIRE HYDRANT MARKERS (TYPE D) 15,389 C 8773 LF 1018 LF 600 LF 7218 LF 977 SQF T 175 SQF T 7 EA D N w w z J 00 J Q 0 Lu J Z uj; Q Z 0 Z STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 W/NG 0 VALID LICENSES: CLASS A �- w w NO TE. - THE E. THE CON TRA C TOR SHALL CONTACT THE USA LOCA TOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO 4 Z)- EXCA VA TION. m Z J 0 V PROJECT LENGTH- o N 0.82 MILES O O N APPROVED BY= � o RAU . ROJAS, R.C.E. 39800, EXPIRES 12-31-07 DATE J PUBLIC WORKS DIRECTOR (Y QRpF ESS / pN _,...... pEAN q� F APPROVAL RECOMMENDED BY: (� 0 C 46803 ./�. �3 G, y y� Exp. 6-30-09 * w T PUBLIC WORKS DIRECTOR DATE OF CA1- �F ill ;CIV;NNGIN ER IV --DESIG& ENGINEERING DATE w II I ft -d - TRAFFIC ENGINEERING Job No.: T7K129 PA VEMENT RECONSTRUCTION= FFY 2006-2007 File Path: K: \LDD—EN GINEERING\T7K129—COLUMBUS ST RECONSTRUCTION\DWG COLUMBUS STREET MT. VERNON AVENUE TO AUBURN STREE File Name: COLUMBUS ST—RECONSTRUCT-030807. DWG I 0 1 jDATE NO 1 OF 11 SHEETS 2 3 0 Co O n O I V co 0 (i W J J Q) v 4 0 v LLJz 0 ct co CQ j O v I N W z W I 0 0 J 0 BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE - 5' WIDE AT CURB AND GUTTER 4' A T CURB ONLY / TERMINA 7E CENTERLINE OR CENTER LANE / LINES AND NEAR SIDE LANE LINES AT BEGIN DETAIL 39 AT ECR /{ MID -ARC POINTS OF THE CURB RETUR W/ PAVEMENT MARKING END DETAIL 39 AT BCR WHEN DETAIL 39A /S 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 TERMINATE ALL LANE LINES ON 200' A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS AL TERNA TE LOCA TION TO BE USED WHEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PAR77CULARL YIN COMMERCIAL AREAS A MINIMUM OF 4' (1.2m) CLEARANCE /S REOUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST TOP OF PIPE WI THIN 1 " BELOW TOP OF SIGN TYPE B.S.S. 2" (5.1cm) GAL VAN/ZED STEEL PIPE AS PER AMERICAN FENCE CO. 0 210" 6" (150mm) BACK OF SIDEWALK ::•, : 6'.Y1'4"0 (150mm x 6mm) ROD OR BOLT CAST INTO 18-(450mm) CONCRETE ti CLASS B" P.C.C. u -�-I �- 8 (200mm) M/N WHEN PLACED /N EX/ST/NG SIDEWALK, SIDEWALK SHALL BE CORE DRILLED. SIGN PANEL REFLECTIVITY GRADES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE ROD OR BOLT MOUNT/NG REOU/REMENTS DRILLED HOLE SIGN PANELS SHALL BE MOUNTED WITH HAWK/NS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EOUAL. SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WITH STAINLESS STEEL STRAPS AND HA WINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EOUAL BY ENG/NEER. HOLES NOT TO EXCEED 1/16" DIA. OF BOLT DIAMETER. TYP/CAL SIGN POST DETAIL NOT TO SCALE lAl 2.5' 2.5' I PA VEMENT MARKING (WHITE) 0 DETAIL 39 PAVEMENT MARKINGS (WHITE) PER STANDARD PLAN A24D THRU BOLT DETAIL BIKE LANE PAVEMENT MARK/NG DETAIL NOT TO SCALE NOT TO SCALE EXISTING AC SURFACE L IMI TS OF EXCA VA Tl ON WILL VARY BETWEEN 7.0' TO 7.83' (TYP) CITY OF BAKERSFIELD, CALIFORNIA TYPE "A" A.C. TYPE "B" A. C. 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 38-102) # ■ FIRE HYDRANT ■ TRAFFIC FLOW 1 MARKER PER LANE TRAFFIC FLOW FIRE HYDRANT MARKER L 0 CA TIONS NO T TO SCALE 0.35'+EXISTING 0.62' FINISHED QRpFESS/ON pEAN R q� `�. "'D C7 O i REGISTERED CIVIL (NEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD �P 9501 TRUXTUN A VENUE qTF CI V A �F CALIF BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION Is l EXIS TING A C SURFA CE P TS OF EXCA VA TION 1I L L VARY BETWEEN '.0' TO 1.83' (TYP) DETAIL A ISLAND CURB DETAIL q S TREE T AND � OF CONSTRUCTION N. TS. T YPE "A " A. C. HYPE "B" A. C. F � F 45' 45' VAR/ES VARIES 1.5'-2, EXIST/NG AC SURFACE MEDIAN VVID TH 0.20' TYPE "A " EXIS>-lNG AC SURFACE 1.0' — 1.83' L/M/TS VARIES (4'— �8' A. C. 0VERLA Y 1.0'— 1.83' LIMITS OF EXCA VA TION (TYP) STRAIGHT SEE PLAN S TRA IGH T OF EXCA VA TION (TYP) �HT GRADE ' •.. 0.2' TYPE "A „ A. C. 0 VERL A Y DET lL A 0.80' TYPE "B" 0.80' TYPE "B" A. C. A. C. SEE STREET PLANS EX/S TING CURB &GUTTER (TYP) FOR PA VIN L IMI TS EX/S T/NG CURB �c GUTTER ( TYP) COLUMBUS STREET CROSS SECTION STA 10+3300 — STA 5,3+59.20 N. TS. t File Nome: CLUB -REL -030807 Drawn: N. GREWAL PAVEMENT RECONSTRUCTION= FEDERAL FISCAL YEAR 2006-2007 PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL Date: 07-31-07 Checked By O c_ DETAIL/SECTIONS SHEET x SHEE T NO. 2 OF 11 1 2 3 0 LQ J U N 0 r< 0 CIO0 0 I Q) Z O Lij U) Z) j O O O Q) U) Z O V m j 0 v I rn N z W W W I O Y STRIPING NOTES 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) O3 INSTALL TYPE /V ARROWS AS INDICATED ON PLANS. O INSTALL "BIKE LANE" AND ARROW MARKINGS. (SEE DETAIL ON SHEET 3) 5O INSTALL DETAIL 9 (NOT USED) O7 INSTALL DETAIL 38 gO INSTALL DETAIL 39 GINSTALL DETAIL 39A 10 INSTALL PA VEMENT MARKINGS (WH/ TE) B, ST 5' LL d LL /-I / / /"l r­� r-, / n i n 1_. . , i i , — , , GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELI VERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 ALL MILLED MA TERIAL SHALL BE COME THE PROPERTY OF THE CONTRACTOR. SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP 0 INSTALL 6' X 6' TYPE "B" LOOP a ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. KADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. WATER VALVE TO BE ADJUSTED BY OTHERS V. GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW 7 - SCALE: SCALE: 1 "=40' 4-i REGI S TEf�_EL) CI VI L E.CIGI NEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QRpFESS/ON pEAN C 46803 * Exp. 6-30-09 I V I \- OF CALF REVISIONS No. DA TE I DESCRIP TION 171 / / 271 / / 10 LF t 'J =a, /Li r" 14-11\ l 1 V1 L l V l (-, Ul V1 t- L L A / IPL EX CONSTRUCT/ON NOTES E] MANHOLE TO BE ADJUSTED BY OTHERS OINSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TION 73-1.06. 0 CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUPPLIED BY THE CITY OF BAKERSFIELD DESIGN ENGINEERING DIVISION. THE CONTRACTOR SHALL CONFORM WITH THE CURRENT "MU TCD" Q WA TER VAL VE TO BE ADJUSTED BY OTHERS. © GAS VAL VE TO BE ADJUSTED BY OTHERS Q CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATION 73-1.06. [J/ -I/ \/ \LLL .J /V/// V/ J / l// \/`i VL_ LEGEND �RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS. THE DEPTHS OF PAVEMENT EXCAVATION AND RE- CONSTRUCTION ON COLUMBUS STREET SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE 3 IN THE "CONSTRUCTION NOTES". / V File Name: COLUMBUS Sr Drawn: N. GREWAL 7 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL PAVEMENT RECONSTRUCTION FEDERAL FISCAL YEAR 2006-2007 SHEET NO. Date: 07-31-2007 Checked By V. 4- COLUMBUS STREET FROM MT. VERNON AVENUE TO AUBURN STREET 3 OF 11 0 1 2 3 0 0 CO 0 0 v J O W co m Zi 0 v 0 0 z 0 v m J J v i rn N ti Z W W z c� W 0 0 J Is GENERAL NOTES STRIPING NOTES O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) O INSTALL TYPE /V ARROWS AS INDICATED ON PLANS. O INSTALL 'BIKE LANE" AND ARROW MARKINGS. (SEE DETAIL ON SHEET 3) O INSTALL DETAIL 9 sO (NO T USED) O7 INSTALL DETAIL 38 O INSTALL DETAIL 39 OINSTALL THE CONTRACTOR'S. DETAIL 39A 10 INSTALL PA VEMENT MARKINGS (WH/ TE) Is GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 A T MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELI VERY A T (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 ALL MILLED MA TERIAL SHALL BE COME THE PROPERTY OF THE CONTRACTOR. CONSTRUCT/ON NOTES Q MANHOLE TO BE ADJUSTED BY OTHERS 51 WA TER VAL VE TO BE ADJUSTED BY OTHERS a2 INSTALL FIRE HYDRANT MARKERS © GAS VA VE TO BE ADJUSTED BY OTHERS. AS SHOWN ON PLANS. �3 CONSTRUCT ACCESS RAMPS & ADJACENT CURB CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN AND GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TION FOLLOW CAL TRANS STANDARD SPECIFICA TION 73-1.06. 73-1.06. CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUPPLIED BY THE CITY OF BAKERSFIELD DESIGN ENGINEERING DIVISIONN, THE CONTRACTOR SHALL CONFORM WITH THE CURRENT "MU TCD ". 910 LF S YMB OLS INSTALL 6' x 50' TYPE "C" LOOP INSTALL 6' x 6' TYPE "B" LOOP 0 ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. KADJUST MANHOLE LID, Ag. FRAME, AND COVER PER C.O.B. DRAWING S-7. Ov. WATER VALVE TO BE ADJUSTED BY OTHERS V. GAS VALVE ^TO_BE t .FI_FNII RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS. THE DEPTHS OF PAVEMENT EXCAVATION AND RE- CONSTRUCTION ON COLUMBUS STREET SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE 3 IN THE "CONSTRUCTION NOTES". COLUMBUS CITY OF BAKERSFIELD, CALIFORNIA p 1` PUBLIC WORKS DEPARTMENT STREET f 908 LF \W SOFT File Nome., COLUMBUS ST Job No.: T7K 129 Dote: 07-31-2007 Drown: N.GREWAL Engineer: N. GREWAL Checked By 55 LF QRpFESS/ON gEAN Q �' m REGISTERED Cl if �F_(V w G2VEER � C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE qTF C/V l� BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIP TION <:�(-dI )T 9 "—Qn' n ND OF PRO, S, :53+59.2 5 30 SOFT UTILITY COMPANY COMPLEX PAVEMENT RECONSTRUCTION FEDERAL FISCAL YEAR 2006-2007 COLUMBUS STREET FROM MT. VERNON AVENUE TO AUBURN STREET 7 u SHEET NO. 4 OF 11 co PHASING LEGEND 16, ul W PHASE I CONSTRUCTION :: AREAS SHALL BE CLOSED DURING EACH RESPECTIVE LLLLLLL LLLLLLL WORK AREAPHASE THRU TRAFFIC MERGE LEFT OF THE PROJECT AS SHOWN ON THE PLANS. 2 / END ROAD WORK (A)W20-5 T PHASE 2 CONSTRUCTION �dd y —0 SIGN DIRECTION OF TRAFFIC FLOW WORK AREA AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE Q PHASE 3 CONSTRUCTION MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. 99�9 WORK AREA VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DAY CLOSURE. PHASE 4 CONSTRUCTION ��wz< WORK AREA 16, ul W its In F STREET AND � OF CONSTRUCTION VARIES VARIES WESTBOUND EAST BOUND PHASE 3 18' PHASE 4 VAR/ES I PHASE 2 PHASE 1 VARIES 18' 2'-14' WIDTH & LOCA TIONS VARIES 12' Min. --� SEE PLAN .I F ID AN wQ �' REGIS TERED Cl VlL m NEER C 46803 n * Exp. 6-30-09 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE TF OF CA��Fp� BAKERSFIELD r.,4 Q 3 3n9 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / SEE STREET PLANS FOR PA VING L IMI IS 4 / / COLUMBUS STREET CONSTRUCTION PHASING SEE PLANS FOR L OCA TIONS NO T TO SCA L E NOTICE TO CONTRACTOR PHASE NO. of THIS MINIMUM TRAFFIC CONTROL PLAN IS THIS TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR.APPROVAL, AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. Wrs ,/ , ,.rid.; .. H ,.., ,., .,,. - r, ,..moi . .. - ...t. ... 010 .e.. , v r y a a- r r , < s / < PHASE No. 1 SIGN DESIGNATIONS: C30(CA) LANE CLOSED f Q t, r RIGHT LANE MUST TURN RIGHT R6-1 Uj (A)W4-7 THRU TRAFFIC MERGE LEFT W20-1 2 / END ROAD WORK (A)W20-5 T r ��. CHANNELIZING DEVICE �dd y —0 SIGN DIRECTION OF TRAFFIC FLOW �► TYPE IV ARROW (TEMPORARY) Q its In F STREET AND � OF CONSTRUCTION VARIES VARIES WESTBOUND EAST BOUND PHASE 3 18' PHASE 4 VAR/ES I PHASE 2 PHASE 1 VARIES 18' 2'-14' WIDTH & LOCA TIONS VARIES 12' Min. --� SEE PLAN .I F ID AN wQ �' REGIS TERED Cl VlL m NEER C 46803 n * Exp. 6-30-09 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE TF OF CA��Fp� BAKERSFIELD r.,4 Q 3 3n9 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / SEE STREET PLANS FOR PA VING L IMI IS 4 / / COLUMBUS STREET CONSTRUCTION PHASING SEE PLANS FOR L OCA TIONS NO T TO SCA L E NOTICE TO CONTRACTOR PHASE NO. of THIS MINIMUM TRAFFIC CONTROL PLAN IS THIS TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR.APPROVAL, AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. Wrs ,/ , ,.rid.; .. H ,.., ,., .,,. - r, ,..moi . .. - ...t. ... 010 .e.. , v r y a a- r r , < s / < PHASE No. 1 SIGN DESIGNATIONS: C30(CA) LANE CLOSED M4-1OR DETOUR (RIGHT) (A)R3-7 RIGHT LANE MUST TURN RIGHT R6-1 ONE WAY (RIGHT) (A)W4-7 THRU TRAFFIC MERGE LEFT W20-1 ROAD WORK AHEAD W20-2 END ROAD WORK (A)W20-5 RIGHT LANE CLOSED AHEAD • CHANNELIZING DEVICE � SIGN DIRECTION OF TRAFFIC FLOW �► TYPE IV ARROW (TEMPORARY) J L PHASE No. I GENERAL NOTES : ;, 1 M.U. T.C.D. PART 6, TYPICAL APPLICATION No. 22 SHALL BE USED FOR THE TRAFFIC CONTROL AND DETOUR. 2 CON TRACTOR SHALL COMPL Y W/ TH THE CURRENT "M. U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. 3T —o` SHALL NUI LX(2LU U.7.- tX21`1 UUKINC� lht L UAr CLUSUKt, ©SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSI VEL Y FOR TRAFFIC CONTJ?OL SIGNING AND PROJECT PHASING FOR COLUMBUS STREET. CONTRACTOR SHALL ' x,. \ INSTALL APPROPRIA TE CONSTRUCT/ON SIGNING PER THE CURRENT M. U. T. C. D. - y y FINAL 0.20 PA VEMENT L/FT—WIDTH VARIES I In PAVEMENT JOINTS SHALL BE ON LANE LINE Q7 ALL DIMENSIONS INDICA TED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS y CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING E / �r dy .� I TABLE IN THE APWA, WORK AREA TRAFFIC CONTROL HANDBOOK CONTRACTOR y W I y Z SHAL L COMPL Y WITH THE DIMENSIONS WITHIN THE W. A. T. C. H. HANDBOOK FOR �.�, = I ALL TRAFFIC CONTROL AND DETOUR LAYOUTS. r \ I s✓ F�jL. rt / 'CSS NAL PA VEMENT STAGE J (', $ CONTRACTOR SHALL CONTACT GOLDEN EMP/RE TRANSIT (661) 869-2438 PRIOR' �, ..,'' ... .a -?. ,, :('OA/,',, ,... v./�. NOT TO SCALE IN . TO PHA SF 1 S TRl /(' T/nN TO ('HHRH/NA TF A/ TFRNA TF RU.S S THP A TI nN.S V It _L_J .L.J 1-L I_ L., I k 1 L 1 Id Bud �I CITY OF BAKERSFIELD, File Name: T -CONTROL Drawn: S. L0WE CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL Date: Aug. 3, 07 Checked By. 44""'Y NOT TO SCALE 7 P'HAOE No. 1 TRAFFIC CONTROL DETOUR PHASINO PLAN PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-2007 SHEET NO. COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 5 OF 11 7--T- 0 1 2 STREET AND OF CONSTRUCTION o QROFESS/0/v PHASING LEGEND F F ���, o ID > , VARIES VARIES � T PHASE I CONSTRUCTION AREAS SHALL BE CLOSED DURING EACH RESPECTIVE REGISTER Cl VlL NGl EER C 46803 LLLLLLL �/ORK AREA PHASE OF THE PROJECT AS SHOWN ON THE PLANS. WESTBOUND EAST BOUND LLLLLLL Exp. 6-30-09 PHASE 2 CONSTRUCTION © PHASE Z PHASE 1 CITY OF BAKERSFIELD WORK AREA H i% VARIES 18' 1501 TRUX TUN A VENUE qTF �I��`' C AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. >� {,: BAKERSFIELD, CA 93301 OF CA��F PHASE 3 CONSTRUCTION CONTRACTOR MAY MILL THIS AREA AND LEAVE �, s� }y 2'-14' WIDTH & MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE.34 WORK AREA VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 3 PHASE 4 LOCATIONS VARIES 1Z' Min. REVISIONS 0.15' EXCEPT DURING THE 2 DAY CLOSURE.VARIES SEE PLAN I <� No. DA TE DESCRIPTION PHASE 4 CONSTRUCTION ~—r . CHANNELIZING WORK AREA fl 1.° I t •° DEVICE / 9 i s' 4' r y i ...._Z 7,_. / u: H iwM Y ,r ..... ... STREET PLANS r, r r � v,�,, • EES EE s;, T ,.-� ��� ,': �.... . �� S OR PAVING LIMITS L 4 COLUMBUS STREET CONSTRUCT/ON PHASING SEE PLANS FOR L OCA T/ONS NOT TO SCALE NOTICE TO CONTRACTOR THIS PHASE NINTENDEDIPLAN IS TO SERVE AS AUM TRAFFICOGUIDEOLINE ONLY. t xi IL ,,,,✓,i , v'�r'� '; �� ..; € � ;. .. -:. ��; _ 2»r -/i : , • ,� . cE" ' `c'�f ��,.` _moi////////� it /� - *'_:�^,. 2 y' ---7I hx PHASE No. 2 SIGN DESIGNATIONS: C30(CA) LANE CLOSED M4-1OR DETOUR (RIGHT) (8)R3- 7 LEFT LANE MUST TURN LEFT R6-1 ONE WAY (RIGHT) (B)W4-7 THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-2 END ROAD WORK (B)W20-5 LEFT LANE CLOSED AHEAD ® TYPE III BARRICADE • CHANNELIZING DEVICE SIGN DIRECTION OF TRAFFIC FLOW �► TYPE IV ARROW (TEMPORARY) NW'W' / k All 12' MINIMUM / TRA VEL LANE ' FOURTH 0.20 LIFT - WIDTH VAR/ES THIRD 0.20 LIFT - WIDTH VAR/ES SECOND 0.20 LIFT - WIDTH VARIES r , FIRST 0.20 LIFT -WIDTH VARIES d� ri O J W Q Z m W C) 0 Q) I I n CL N N 0 0 N 0 Q a 0) O O v a C 0 U i c 0 U a� 0 v I rn N Z W w I 0 0 J PHASE No.3 I { ���. i5 X j � SIGN DESIGNATIONS: J C30(CA) LANE CLOSED \ . �--M4 8A M4 -8A END DETOURlwn A* 1 1:r I ~ -; M4 -IOL DETOUR (LEFT) 10R DETOUR (RIGH R11-2 I -- , ROAD CLOSED R11-4 ROAD CLOSED TO (, 4 t, TO THRU TRAFFIC.r a a�w—: 21 dl Wl -6L ARROW SYMBOL (LEFT) Ir' ' x' w (A)W4-7 THRU TRAFFIC MERGE LEFT y y W20-1 ROAD WORK AHEAD aIV W20-2 END ROAD WORK \ ' / z W20-3 ROAD CLOSED AHEAD (A)W20-5 RIGHT LANE CLOSED AHEAD M /y ,I Hy ® TYPE 111 BARRICADE y y • CHANNELIZING DEVICE -� SIGN ' D/RECT/ON OF TRAFFIC FLOW ]13 � �'• � / I i ( 1311: ' a sE ^�aO PHASE No. 3 GENERAL NOTES : 1 A COMB/NA TION OF M. U. T. C.D. PART 6, TYPICAL APPLICA TION No. 19 AND No. 22 SHALL BE USED FOR THE TRAFFIC CONTROL AND DETOUR. 2 CONTRACTOR SHALL COMPL Y W/TH THE CURRENT "M. U. T. C. D. "FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. NOTICE TO CONTRACTOR THIS MINIMUM TRAFFIC CONTROL PLAN IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR APPROVAL, AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. ,,,,, y ` ... ..-. :..., v�'\h- ^✓ ., r.,.,i:: .u:.: l%, ,a.^r.. ,, .., ::; ..,, Sv.. ,3y 'rt X„ice'- n /; .v � i 3,-. .... :„ .,,. , � ,..,, ,R... ” .. H .. to ,- "„ , .... ,, r. ^ ,, . �. .. a. ""� y ,, s, u_. � z . a.... 9 •.,,-...,, � ..,;; r� s t. ` r \.<s„ ,,. � jjj]{ w � �s -,. > � .y _ � : f ^ � -,� � FINAL PAVEMENT STAGE t AR y r - NTT A c \. ,,,- , . / _UR �,; u RIP, .., z6all MI! a CL ERI I r, _- 3 ..;.. --►- s . / ,►.. —i► a STREET AND OF CONSTRUCTION I h, F VARIES WEST BOUND I PHASE 3 PHASE 4 18' VARIES 2'-14' WIDTH & (--12' Min. LOCATIONS VARIES SEE PLAN VARIES EAST BOUND PHASE 2 VAR/ES PHASE 1 18' F SEE STREET PLANS FOR PA VING LIMI IS COLUMBUS STREET CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 3 File Nome: T -CONTROL Drawn: S. L0WE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL Date: Aug. 3, 07 Checked By. PHASING LEGEND PHASE I CONSTRUCTION -LLLLLLLL WORK AREA LLLLLLL PHASE 2 CONSTRUCTION WORK AREA PHASE 3 CONSTRUCTION WORK AREA PHASE 4 CONSTRUCTION WORK AREA AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DAY CLOSURE. TRAFF/C CONTROL PHASING NOTES: 01A L L TRAFF/C STRIPING AND PAVEMENT MARKINGS SHOWN ON THE TRAFFIC CONTROL PHASING PLANS ARE EX/STING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. 20 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. F-31 CONTACT C/TY OF BAKERSF/ELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCT/ON OF ANY PHASE. ® CONTACTOR SHALL USE APPROPR/A TE SIGNING FROM THE CURRENT "M. U. T. C.D. " TO SL OW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN WITH CON TRUCTION PHASING LANES E5 ACCESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSIVELY FOR TRAFFIC CONTROL SIGNING AND PROJECT PHASING FOR COLUMBUS STREET. CONTRACTOR SHALL INSTALL APPROPR/A TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T C. D. MALL DIMENSIONS INDICATED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS CORRESPOND W/ TH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING TABLE /N THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" CONTRACTOR SHAL L COMPL Y WI TH THE DIMENSIONS W/ THIN THE W. A. T. C. H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUTS. ® CONTRACTOR SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR TO PHASE 1 CONSTRUCTION TO COORD/NA TE AL TERNA TE BUS STOP LOCA TIONS. 09 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15. 10 DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, INFORMING THEM THAT THERE SHALL BE NO PARKING ALONG COLUMBUS STREET UNTIL THOSE PHASES ARE COMPLETED. ;E No. 3 TRAFFIC CONTROL, DETOUR, PHAOINO PLAN I (�, i PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-2007 COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET SHEET NO. 7 OF 11 2 3 0 0 II I• ' t l silt, 5.`E °LAAiS FOR LOCATIONS qi.. LLLLLLL NOT TO SCALE € GILL R11-4 a / ARROW SYMBOL (LEFT) (A)W4-7 THRU TRAFFIC MERGE LEFT W20-1 PHASE 2 CONSTRUCTION END ROAD WORK W20 -J ` (A)W20-5 • %. //// TYPE 111 BARRICADE • CHANNELIZING DEVICE WORK AREA J!" J / SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSIVELY FOR TRAFFIC CONTROL \ I INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT V. U. T. C. D. AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. ALL DIMENSIONS INDICA TED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING CONTRACTOR MAY MILL THIS AREA AND LEAVE SHAL L COMPL Y W/ TH THE DIMENSIONS W/ THIN THE W. A. T. C. H. HANDBOOK FOR PHASE 3 CONSTRUCTION ® MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. a TO PHASE 1 CONSTRUCTION TO COORD/NA TE AL TERNA TE BUS STOP LOCA TIONS. WORK AREA VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 10 DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, r------------ ini, -mx FL - STREET AND � OF CONSTRUCTION I _ VARIES WESTBOUND PHASE 3 PHASE 4 18 1 _ I _ VARIES I--12' Min. 2'-14' WID TH & L OCA TIONS VARIES SEE PLAN SEE STREET PLANS FOR PAVING LIMITS VARIES EAST BOUND PHASE 2 VARIES PHASE 1 18' F COLUMBUS STREET CONSTRUCT/ON PHASING 5.`E °LAAiS FOR LOCATIONS M4-1OR LLLLLLL NOT TO SCALE PHASE No.3 CITY OF BAKERSFIELD, CALIFORNIA SCALE: 1" = 100' PHASING LEGEND LLLLLLL PHASE WORK I CONSTRUCTION AREA M4 -10L AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. M4-1OR LLLLLLL R11-2 ROAD CLOSED R11-4 ROAD CLOSED TO TO THRU TRAFFIC Wl -6L ARROW SYMBOL (LEFT) (A)W4-7 THRU TRAFFIC MERGE LEFT W20-1 PHASE 2 CONSTRUCTION END ROAD WORK W20 -J ROAD CLOSED AHEAD (A)W20-5 RIGHT LANE CLOSED AHEAD ® TYPE 111 BARRICADE • CHANNELIZING DEVICE WORK AREA --► DIRECTION OF TRAFFIC FLOW SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSIVELY FOR TRAFFIC CONTROL SIGNING AND PROJECT PHASING FOR COLUMBUS STRFET CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT V. U. T. C. D. AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. ALL DIMENSIONS INDICA TED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING CONTRACTOR MAY MILL THIS AREA AND LEAVE SHAL L COMPL Y W/ TH THE DIMENSIONS W/ THIN THE W. A. T. C. H. HANDBOOK FOR PHASE 3 CONSTRUCTION ® MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. TO PHASE 1 CONSTRUCTION TO COORD/NA TE AL TERNA TE BUS STOP LOCA TIONS. WORK AREA VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 10 DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, INFORMING THEM THAT THERE SHALL BE NO PARKING ALONG COLUMBUS STREET 0.15' EXCEPT DURING THE 2 DAY CLOSURE. PHASE 4 CONSTRUCTION WORK AREA PUBLIC WORKS DEPARTMENT Nome: I— CONTROL No.: 7-7K129 te: Aug. 3, 07 Drawn: S. L0WE Engineer: N. GREWAL Checked By. \_�- PHASE No. 3 SIGN DES/GNAT/ONS C30(CA) CANE CLOSED M4 -8A END DETOUR M4 -10L DETOUR (LEFT) M4-1OR DETOUR (RIGHT) R11-2 ROAD CLOSED R11-4 ROAD CLOSED TO TO THRU TRAFFIC Wl -6L ARROW SYMBOL (LEFT) (A)W4-7 THRU TRAFFIC MERGE LEFT W20-1 ROAD WORK AHEAD W20-2 END ROAD WORK W20 -J ROAD CLOSED AHEAD (A)W20-5 RIGHT LANE CLOSED AHEAD ® TYPE 111 BARRICADE • CHANNELIZING DEVICE ACCESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SIGN --► DIRECTION OF TRAFFIC FLOW ASE No. 3 TRAFFIC CONTROL, DETOUR, PHA✓INO PLANNo. 3 CONTROL, DETOUR4� PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-2007 COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 0 1 Cl 2VI — SHEET No. 8 OF II 2 3 TR'AFF/C CONTROL PHASING NOTES 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE TRAFFIC CONTROL PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT V U. T, C. D. " Q2 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS Q3 CONTACT C/TY OF BAKERSF/ELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT V U. T.C.D. " TO SL OW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN WITH CON TRUCTION PHASING LANES ❑5 ACCESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSIVELY FOR TRAFFIC CONTROL SIGNING AND PROJECT PHASING FOR COLUMBUS STRFET CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT V. U. T. C. D. E7 ALL DIMENSIONS INDICA TED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING TABLE /N THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" CONTRACTOR SHAL L COMPL Y W/ TH THE DIMENSIONS W/ THIN THE W. A. T. C. H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUTS. ® CONTRACTOR SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR TO PHASE 1 CONSTRUCTION TO COORD/NA TE AL TERNA TE BUS STOP LOCA TIONS. Fa ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' 10 DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, INFORMING THEM THAT THERE SHALL BE NO PARKING ALONG COLUMBUS STREET UNTIL THOSE PHASES ARE COMPLETED. ASE No. 3 TRAFFIC CONTROL, DETOUR, PHA✓INO PLANNo. 3 CONTROL, DETOUR4� PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-2007 COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 0 1 Cl 2VI — SHEET No. 8 OF II 2 3 O J W Q T O C) CL 6 Q) II CL 0 0 N 0 Q 0 a O It Z O I / / c 0 U i c 0 U O �n a I rn. N / Z Z Z W I 0 J 04 F STREET AND � OF CONSTRUCTION VARIES WESTBOUND ' I PHASE 3 PHASE 4 18 VARIES 2'-14' WIDTH & 12'Min. LOCA TIONS VARIES P ''. SEE LAN �► 1 71 ♦1 I SEE STREET PLANS FOR PAVING LIMITS VARIES EAST BOUND PHASE 2 VARIES PHASE 1 18' F / Or y� J1 �F � 11 W1W M. fill ......ml� PHASE No. 3 SIGN DES/GNAT/ONS C30(CA) LANE CLOSED M4 -8A END DETOUR M4- IOL DETOUR (LEFT) M4 -10R DETOUR (RIGHT) R11-2 ROAD CLOSED R11-4 ROAD CLOSED TO TO THRU TRAFFIC WI -6L ARROW SYMBOL (LEFT) (A)W4-7 THRU TRAFFIC MERGE LEFT W20-1 ROAD WORK AHEAD W20-2 END ROAD WORK W20-3 ROAD CLOSED AHEAD (A)W20-5 RIGHT LANE CLOSED AHEAD ® TYPE NI BARRICADE • CHANNELIZING DEVICE -� SIGN --► DIRECTION OF TRAFFIC FLOW PHASE No.3 ,k �� r� wp "pr a �• .. f!"- �"Y,� /€! "' ,.r X" QROFESS/ON D ANL7� R q� O � REGIS TER D Cl VI ENINFER � C 46803 * Exp.6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF E BAKERSFIELD, CA 93301 OFp CALF 5 kE REVISIONS No. DA TE DESCRIP TION 1 2 / / 3 / / TRAFFIC CONTROL PHASING NOTES PHASING LEGEND LLLLLLL LLLLLLL PHASE WORK I CONSTRUCTION AREA :: AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT W. U. T. C. D. 2❑ AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. PHASE 2 CONSTRUCTION PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T.C.D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONTRUCTION WORK AREA ACCESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSI VEL Y FOR TRAFFIC CONTROL SIGNING AND PROJECT PHASING FOR COLUMBUS STREET. CONTRACTOR SHALL AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. PHASE WORK 3 CONSTRUCTION AREA CONTRACTOR MAY MILL THIS AREA AND LEAVE MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED TABLE IN THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" CONTRACTOR SHALL COMPL Y WI TH THE DIMENSIONS W1 THIN THE W. A. T. C. H. HANDBOOK FOR 0.15' EXCEPT DURING THE 2 DAY CLOSURE. ALL TRAFFIC CONTROL AND DETOUR LAYOUTS. ® PHASE 4 CONSTRUCTION TO PHASE 1 CONSTRUCTION TO COORDINA TE AL TERNA TE BUS STOP LOCA TIONS. 9❑ ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. WORK AREA DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, INFORMING THEM THAT THERE SHALL BE NO PARKING ALONG COLUMBUS STREET QROFESS/ON D ANL7� R q� O � REGIS TER D Cl VI ENINFER � C 46803 * Exp.6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF E BAKERSFIELD, CA 93301 OFp CALF 5 kE REVISIONS No. DA TE DESCRIP TION 1 2 / / 3 / / PHASE No. 3 7-RAFF/C CONTROL DBTOUK PHASING PLAN File Name. T -CONTROL Drawn: S. L0WE PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-2007 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL Dote: Aug. 3, 07 Checked 8,r COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 0 1 SHEE T NO. 9OFII 1 2 3 TRAFFIC CONTROL PHASING NOTES 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE TRAFFIC CONTROL PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT W. U. T. C. D. 2❑ AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. 03 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T.C.D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONTRUCTION PHASING LANES. �5 ACCESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSI VEL Y FOR TRAFFIC CONTROL SIGNING AND PROJECT PHASING FOR COLUMBUS STREET. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. Q7 ALL DIMENSIONS INDICATED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING TABLE IN THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" CONTRACTOR SHALL COMPL Y WI TH THE DIMENSIONS W1 THIN THE W. A. T. C. H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUTS. ® CONTRACTOR SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR TO PHASE 1 CONSTRUCTION TO COORDINA TE AL TERNA TE BUS STOP LOCA TIONS. 9❑ ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' 10 DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, INFORMING THEM THAT THERE SHALL BE NO PARKING ALONG COLUMBUS STREET UNTIL THOSE PHASES ARE COMPLETED. PHASE No. 3 7-RAFF/C CONTROL DBTOUK PHASING PLAN File Name. T -CONTROL Drawn: S. L0WE PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-2007 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL Dote: Aug. 3, 07 Checked 8,r COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 0 1 SHEE T NO. 9OFII 1 2 3 O J LQ Q s 0 LlJ 0 O I I ao N 0 0 N 0 Q a O O v c 0 U c 0 U ab 0 U I rn N ti z Z W I 0 0 1 PHASE No. 4 GENERAL NOTES: 1 A COMBINA TION OF M. U. T. C. D. PART 6, TYPICAL APPL ICA TION No. 19 AND No. 22 SHALL BE USED FOR THE TRAFFIC CONTROL AND DETOUR. 2 CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. FOURTH 0.20 LIFT - WIDTH VARIES THIRD 0.20 LIFT - W/D TH VARIES SECOND 0.20 LIFT - WIDTH VARIES FIRST 0.20 LIFT - WIDTH VARIES 12' MINIMUM TRA VFl l ANF PHASE No. 4 STAGGERED PAVEMENT STAG/NG E � CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS (B)R3-7 LEFT LANE MUST TURN LEFT NOT TO scA[f ONE WAY (RIGHT) (B)W4-7 THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-2 U13 t K ® y • v _ e� �' 777,i SIGN -� DIRECTION OF TRAFFIC FLOW - � � TYPE IV ARROW (TEMPORARY) f* � tic Y 1 3 CONSTRUCTION Lo MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. r E� ,,. . VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 12' MINIMUM TRA VFl l ANF PHASE No. 4 STAGGERED PAVEMENT STAG/NG F STREET AND � OF CONSTRUCTION VARIES WESTBOUND I PHASE 3 PHASE 4 18' VARIES 2'-14' WlD TH & 12' Min. LOCA TIONS VARIES SEE PLAN SEE STREET PLANS FOR PA V/NG L IS VAR/ES EAST BOUND PHASE 2 VARIES PHA SE 1 18' F COLUMBUS STREET CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS (B)R3-7 LEFT LANE MUST TURN LEFT NOT TO scA[f ONE WAY (RIGHT) (B)W4-7 THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-2 U13 t K ® TYPE Ill BARRICADE • v _ e� �' 777,i SIGN -� DIRECTION OF TRAFFIC FLOW F STREET AND � OF CONSTRUCTION VARIES WESTBOUND I PHASE 3 PHASE 4 18' VARIES 2'-14' WlD TH & 12' Min. LOCA TIONS VARIES SEE PLAN SEE STREET PLANS FOR PA V/NG L IS VAR/ES EAST BOUND PHASE 2 VARIES PHA SE 1 18' F COLUMBUS STREET CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS (B)R3-7 LEFT LANE MUST TURN LEFT NOT TO scA[f ONE WAY (RIGHT) (B)W4-7 THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-2 U13 .. LEFT LANE CLOSED AHEAD ® TYPE Ill BARRICADE • v _ e� �' 777,i SIGN -� DIRECTION OF TRAFFIC FLOW - � � TYPE IV ARROW (TEMPORARY) f* � tic Y PHASE 3 CONSTRUCTION Lo MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. r E� ,,. . VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED Al 0.15' EXCEPT DURING THE 2 DAY CLOSURE. PHASE 4 CONSTRUCTION F WORK All F STREET AND � OF CONSTRUCTION VARIES WESTBOUND I PHASE 3 PHASE 4 18' VARIES 2'-14' WlD TH & 12' Min. LOCA TIONS VARIES SEE PLAN SEE STREET PLANS FOR PA V/NG L IS VAR/ES EAST BOUND PHASE 2 VARIES PHA SE 1 18' F COLUMBUS STREET CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS (B)R3-7 LEFT LANE MUST TURN LEFT NOT TO scA[f 13 a i �k r M4 -10R § x R3 -5(R) RIGHT TURN ONLY (SYMBOL) (B)R3-7 LEFT LANE MUST TURN LEFT R6-1 ONE WAY (RIGHT) (B)W4-7 THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-2 U13 .. LEFT LANE CLOSED AHEAD ® TYPE Ill BARRICADE • CHANNELIZING DEVICE e� �' 777,i SIGN -� DIRECTION OF TRAFFIC FLOW - � � TYPE IV ARROW (TEMPORARY) f* � tic Y PHASE 3 CONSTRUCTION MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. 0— ,,. . Q W J T SCALE: 1 " = 100' PHASE No. 4 SIGN DESIGNATIONS: C30(CA) LANE CLOSED M4 -10R DETOUR (RIGHT) R3 -5(R) RIGHT TURN ONLY (SYMBOL) (B)R3-7 LEFT LANE MUST TURN LEFT R6-1 ONE WAY (RIGHT) (B)W4-7 THRU TRAFFIC MERGE RIGHT W20-1 ROAD WORK AHEAD W20-2 END ROAD WORK (B)W20-5 LEFT LANE CLOSED AHEAD ® TYPE Ill BARRICADE • CHANNELIZING DEVICE SIGN -� DIRECTION OF TRAFFIC FLOW �► TYPE IV ARROW (TEMPORARY) PHASE No.4 'T,s FINAL 0.20 PAVEMENT LIFT -WIDTH VARIES -PAVEMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT STAGE NOT TO SCALE C/T Y OF BA KERSFIEL D, CALIFORNIA NOT TO SCALE PUBLIC WORKS DEPARTMENT PHASING LEGEND QRpFESS/ONq pEAN R F R GIS TER D Cl EN INFER C 46803 * Exp. 6-30-09 Cl TY OF BAKERSFIELD q CIVIL 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CAL - REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / NOTICE TO CONTRACTOR THIS MINIMUM TRAFFIC CONTROL PLAN IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN, OR SUBMIT FOR APPROVAL, AN ALTERNATE PLAN PREPARED, SIGNED AND SEALED BY A LICENSED CALIFORNIA CIVIL OR TRAFFIC ENGINEER. TRAFFIC CONTROL PHASING NOTES Ell ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE TRAFFIC CONTROL PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y WITH THE CURRENT "M. U. T. C. D. " 2❑ AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. CONTACT CITY OF BAKERSF/ELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U.T.C.D." TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONTRUCTION PHASING LANES. F5 ACCESS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DA Y CLOSURE. © SHEETS 5 OF 11 THRU 11 OF 11 ARE EXCLUSIVELY FOR TRAFFIC CONTROL SIGNING AND PROJECT PHASING FOR COLUMBUS STREET. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T C. D. 7❑ ALL DIMENSIONS INDICATED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS CORRESPOND WITH THE MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING TABLE /N THE "APWA, WORK AREA TRAFFIC CONTROL HANDBOOK" CONTRACTOR SHALL COMPL Y W/ TH THE DIMENSIONS WI THIN THE W. A. T C. H. HANDBOOK FOR ALL TRAFFIC CONTROL AND DETOUR LAYOUTS. ® CONTRACTOR SHALL CONTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR TO PHASE 1 CONSTRUCTION TO COORD/NA TE AL TERNA TE BUS STOP LOCA TIONS I ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' 10 DURING PHASE 3 & 4 CONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, INFORMING THEM THAT THERE SHALL BE NO PARKING ALONG COLUMBUS STREET UNTIL THOSE PHASES ARE COMPLETED. File Nome.- T—CONTROL Drown: S. LOWE Job No.: T7K129 Engineer: N. GREWAL Dote: Aug. 3, 07 Checked By 1 ASE No. 4 TRAFFIC CONTROL DETOUR PHASING PLAN PAVEMENT RECONSTRUCTION, FEDERAL FISCAL YEAR 2006-2007 COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 0 1 vy SHEET NO. 10 OF 11 2 3 PHASE I CONSTRUCTION AREAS SHALL BE CLOSED DURING EACH RESPECTIVE LLLLLLL LLLLLLL WORK AREA PHASE OF THE PROJECT AS SHOWN ON THE PLANS. PHASE 2 CONSTRUCTION WORK AREA AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE PHASE 3 CONSTRUCTION MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. WORK AREA VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DAY CLOSURE. PHASE 4 CONSTRUCTION WORK AREA File Nome.- T—CONTROL Drown: S. LOWE Job No.: T7K129 Engineer: N. GREWAL Dote: Aug. 3, 07 Checked By 1 ASE No. 4 TRAFFIC CONTROL DETOUR PHASING PLAN PAVEMENT RECONSTRUCTION, FEDERAL FISCAL YEAR 2006-2007 COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET 0 1 vy SHEET NO. 10 OF 11 2 3 0 0 I I 1 SO PHASE No. SIGN DES/ C30(CA) L M4-IOR L (B)R3- 7 L R6-1 C (B)W4- 7 1 W20-1 F W20-2 E (B)W20-5 L ® 7 • C c --► L F STREET AND q OF CONSTRUCTION I VARIES VARIES F 00 SS/Ory iv AN REGISTERED CIVIL N INFER C 46803 i * Exp. 6-30-09 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF ,M\- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION 37 / / PHASING LEGEND JSTRUCT I ON AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. NSTRUCT I ON AREAS SHALL BE CLOSED FOR 2 DAYS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE NSTRUCTION Emu MILLINGS IN PLACE UNTIL THE 2 DAY CLOSURE. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.15' EXCEPT DURING THE 2 DAY CLOSURE. NSTRUCT I ON :)NTROL PHASING NOTES VD PAVEMENT MARKINGS SHOWN ON THE TRAFFIC CONTROL '/STING AND SHALL BE MODIFIED BY THE CONTRACTOR 'HE TRAFFIC CONTROL AND PHASING PLANS. WPL Y WI TH THE CURRENT "M. U. T C. D. :D DURING EACH RESPECTIVE PHASE OF THE PROJECT NS RSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS V OF ANY PHASE. APPROPRIA TE SIGNING FROM THE CURREN T "M. U. T C. D. " i MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH A TER THAN 5 FEET TO ALIGN W/ TH CON TRUCTION 'ED FOR 2 DA YS MAXIMUM. VERTICAL GRADE DIFFERENCE i' EXCEPT DURING THE 2 DAY CLOSURE. 11 OF 11 ARE EXCLUSI VEL Y FOR TRAFFIC CONTROL 7HASING FOR COLUMBUS STREET. CONTRACTOR SHALL 'ONSTRUCTION SIGNING PER THE CURREN T "M. U. T. C. D. QED ON THE TRAFFIC CONTROL, DETOUR, PHASING PLANS MINIMUM RECOMMENDED CHANNEL/ZER AND SIGN SPACING URK AREA TRAFFIC CONTROL HANDBOOK" CONTRACTOR E DIMENSIONS WI THIN THE W. A. T. C. H. HANDBOOK FOR INO DETOUR LA YOU IS. VTACT GOLDEN EMPIRE TRANSIT (661) 869-2438 PRIOR FION TO COORD/NA TE AL TERNA TE BUS STOP LOCA TIONSS, TAINED DURING CONSTRUCTION. ENCS SHALL NOT EXCEED 0.15' 'ONSTRUCTION, CONTRACTOR SHALL CONTACT RESIDENTS, THERE SHALL BE NO PARKING ALONG COLUMBUS STREET TE COMPLETED. PHAOEF No. 4 TRAFFIC CONTROL OETOUR PHASINO PLAN File Nome: T—CONTROL Drawn: S. L0WE PAVEMENT RECONSTRUCTION- FEDERAL FISCAL YEAR 2006-200. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: N. GREWAL Date: Aug. 3, 07 Checked By. � COLUMBUS STREET FROM MT. VERNON A VENUE TO AUBURN STREET Le SHEET IVO. 11 OF 71 1 2 W,