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HomeMy WebLinkAbout6.1-1750CITY OO F F� BA ; ERSFIELD Y ti W Vj FULL DEPTH RECLAMATION- FEDERAL FISCAL YEAR 2007/2008 1 W_ LIST OF DRAWINGS SHEET 1 SHEET 2 SHEET 3-6 SHEET 6-8 OLD RIVER R TI TL E SHEE T DETAIL SHEET CAMINO MEDIA FULL DEPTH RECLAMATION PHASING PLAN CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 STATE STANDARDS A20A, A208, A20C, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS EA SEMEN T - - -- RIGH T— OF— WAY CEN TERL INE 1111111111 "11 "' RAILROAD TRACKS x CHAIN LINK FENCE PRO. LOC, EXIST CURB & GUTTER —------—EXIST A. C.FL0WLINE EXIST EDGE OF PA VEME GUARD RAIL IMPRO VEMEN TS CAM/NO MEDIA DRIVE OAD TO 200' WEST OF LANCASHIRE STREET FEDERAL PROJECT: STFL 5109 (125) EXIST SEWER LINE UTILITY SYMBOLS EXIS T W EXIST WATER LINE EXIS T S PHONE LINE � EXIST GAS L/NE TRAFFIC SD DETAIL off EXIST AERIAL STRIPING, E 37 (PAIN T) TRAFFIC LINES DETAIL 38 (PAIN T) TRAFFIC iv EXIST UNDERGROUND 38A (PAINT) T STRIPING, DETAIL TV CABLES TRAFFIC STRIPING, DETAIL ❑ EXlS7 0/L LINE ROADWAY F❑ TION M.H. FIRE HYDRANT PA F.H. MARK/NGS, TYPE 'D' Q MANHOLE ,Q` FIRE HYDRANT P.P. W.M. �- POWER POLE D WATER METER w. v. FO EXISTING MONUMENT WATER VALVE Q FUTURE MONUMENT M G.M. GAS METER S.L. G.V. �f STREET LIGHT N GAS VAL UE STREET LIGHT W/MAST ARM -q� BENCHMARK C.O. CLEAN OUT f AUTO SCOPE CAM/NO MEDIA DRIVE OAD TO 200' WEST OF LANCASHIRE STREET FEDERAL PROJECT: STFL 5109 (125) EXIST SEWER LINE EXIST STORM DRAIN EXIS T UNDERGROUND POWER LINE EXIS T UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE © PRE— EMP TION DE III CE LOCATION MAP NOT TO SCALE TRAFFIC STRIP/NG, DETAIL 9 (PAINT) TRA FF/C STRIPING, DETAIL 27 (PAIN T) TRAFFIC STR/PING, DETAIL 28 (PAIN T) TRAFFIC STRIPING, DETAIL 37 (PAINT) TRAFFIC STRIPING, DETAIL 37 (PAIN T) TRAFFIC STRIPING, DETAIL 38 (PAIN T) TRAFFIC STRIPING, DETAIL 38A (PAINT) TRAFFIC STRIPING, DETAIL 39 (PAINT) TRAFFIC STRIPING, DETAIL 39A (PAIN T) PAVEMENT MARKINGS (WHITE PAINT) ROADWAY EXCA VA TION FIRE HYDRANT PA l/EMENT MARK/NGS, TYPE 'D' 11,312 LF 820 LF 500 LF 4,348 LF 200 LF 820 LF 177 LF 9,821 LF 935 LF 11760 SQFT 3716 C Y 32 EA Job No.: T81<149 File Path: K: \LDD—ENGINEERING\T8K149—CAMINO MEDIA RECONSTRUCT File Name: CAMINO MEDIA RECONSTRUCT Q J W 3 0 0 N Q I STATE OF CALIFORNIA No TE: 4 THE CONTRACTOR MUST POSSESS THE FOLLOWING � VALID LICENSES: W CLASS A o No TE: Q THE CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH U 0 1.79 MILES 0 N O O N Z QRpFESS/ON APPROVAL RECOMMENDED BY:. C 46803 y� Exp. 6-30-09 A SISTANT P ELIC WORKS DIRECTOR DATE C 1 V I-O���P X OF CA_\F1171 CIVIL ENGI ER IV — QE5jaN ENGINEERING DATE J ./-1 j Aj450LL RA IC ENGINEERING TDATE FULL DEPTH RECLAMA TION.- FFY 2007/2008 NO 1 CAMINO MEDIA DRIVE of OLD RIVER ROAD TO 200' WEST OF LANCASHIRE STREE 8 SHEETS 0 1 2 3 BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.' 6' WIDE AT CURB AND GUTTER 5' A T CURB ONLY BEGIN DETAIL 39 A T ECR W/ PA SEMEN T MARKING END DETAIL 39 A T BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A A T BCR INCLUDE OETA/L 39A ONLY WHERE LECENT NS I N NO NEAR SIERLDE INEOR ELI R LANE % f ES AT MlD ARC POINTS OF THE CU B RETURNS SHOWN ON PLAN; OMff--BE-AtL 39A — �- - WHEN NOT SHOWN ON PLAN ERMINA TE ALL LAN LINES ON 200' LINE CONNECT THE M10—ARC POINTS OF THE CUR RETURNS TYPICAL TERM/NA T/ IN OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS NOT TO SCALE ® 6" (PER MUTCD 2003 CALIFORNIA —� SUPPLEMENT FIGURE 3B-102) FIRE HYDRANT ■ `—TRAFFIC FL 0W L---- 1 MARKER PER LANE ■ TRAFFIC FLOW FIRE HYDRANT MARKER LOCATIONS NOT TO SCALE 0 0 B11 • DETAIL 39 2' 1.75' 2.5' 2.5' PA VEMEEN T MARKING (WHITE) PA SEMEN T MARKINGS (WHITE) PER STANDARD PLAN A24D BIKE LANE PAVEMENT MARK/NG DETAIL NOT TO SCALE EXISTING TACK—ON MEDIAN 0.83' FINISHED 0.83' FINISHED EXPOSED CURB EXPOSED CURB / SURFACE AFTER FULL DEPTH RECLAMATION SURFACE AFTER FULL DEPTH RECLAMATION TYPE "B" A.C. (.20') 2„ 2» TYPE "B" A.C. (.20') FULL DEPTH RECLAMATION (0.58') ��/ FULL DEPTH RECLAMATION (.58') DETAIL A- TACK -ON MEDIAN ISLAND CURB DETAIL (CAM/NO MEDIA DRIVE) STA: 16+05.90 — STA: 19+11.56 S TREE T AND OF CONSTRUCTION F F 1 34' 34' —1 2' 2 SURFACE AFTER FULL DEPTH RECLAMA TION 0.20' TYPE "B" SURFACE AFTER FULL DEPTH RECLAMA TION A. C. 0 VERL A Y SURFACE AFTER FDR OPERA TION STRAIGHT S TRA /G/-/ T ASSUME A 0.03' SWELL IN EXISTING MA TERIAL. GRADE _– _.._ GRADE �- EXISTING AC SURFACE _TL_ — 0.20' AC CAP 0.20' TYPE "B" A. C. 0 VERL A Y 0.58' FULL DEPTH RECLAMATION 0.58' FULL DEPTH RECLAMATION EXISTING CURB & GUTTER (TYP) EXISTING CURB & GUTTER (TYP) CAMINO MEDIA DRIVE CROSS SECTION STA 00+51.40 - STA 16+05.90 N. TS. EXISTING CURB & GUTTER (TYP) STA 19+11.56 - STA 62+14.70 NOTE- AFTER FOR OPERATIONS, CONTRACTOR SHALL REMOVE TOP 0.23' OF MATERIAL AND THEN PLACE 0.20' OF HOT MIX ASPHALT CONCRETE (HMAC). —0 DETAIL SHEET � File Nome: CAMINO MEDIA Drawn: N. GREWAL FULL DEPTH RECLAMATION- FEDERAL FISCAL YEAR 2007/2008 SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T6K170 Engineer: N.GREWAL Date: 5/14/2008 Checked By.- CAM/NO MEDIA DRIVE= OLD RIVER ROAD TO 200' WEST OF LANCASHIRE STREET 2 OF 8 0 1 2 3 Q903FESSI0N1 ID AN R%tGISTERED Cl GINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD �P NCAVENUE qTF FI CA��F��� BAKERSFIELD,1501 93301 REVISIONS No. DA TE DESCRIP TION BIKE LANE PAVEMENT MARK/NG DETAIL NOT TO SCALE EXISTING TACK—ON MEDIAN 0.83' FINISHED 0.83' FINISHED EXPOSED CURB EXPOSED CURB / SURFACE AFTER FULL DEPTH RECLAMATION SURFACE AFTER FULL DEPTH RECLAMATION TYPE "B" A.C. (.20') 2„ 2» TYPE "B" A.C. (.20') FULL DEPTH RECLAMATION (0.58') ��/ FULL DEPTH RECLAMATION (.58') DETAIL A- TACK -ON MEDIAN ISLAND CURB DETAIL (CAM/NO MEDIA DRIVE) STA: 16+05.90 — STA: 19+11.56 S TREE T AND OF CONSTRUCTION F F 1 34' 34' —1 2' 2 SURFACE AFTER FULL DEPTH RECLAMA TION 0.20' TYPE "B" SURFACE AFTER FULL DEPTH RECLAMA TION A. C. 0 VERL A Y SURFACE AFTER FDR OPERA TION STRAIGHT S TRA /G/-/ T ASSUME A 0.03' SWELL IN EXISTING MA TERIAL. GRADE _– _.._ GRADE �- EXISTING AC SURFACE _TL_ — 0.20' AC CAP 0.20' TYPE "B" A. C. 0 VERL A Y 0.58' FULL DEPTH RECLAMATION 0.58' FULL DEPTH RECLAMATION EXISTING CURB & GUTTER (TYP) EXISTING CURB & GUTTER (TYP) CAMINO MEDIA DRIVE CROSS SECTION STA 00+51.40 - STA 16+05.90 N. TS. EXISTING CURB & GUTTER (TYP) STA 19+11.56 - STA 62+14.70 NOTE- AFTER FOR OPERATIONS, CONTRACTOR SHALL REMOVE TOP 0.23' OF MATERIAL AND THEN PLACE 0.20' OF HOT MIX ASPHALT CONCRETE (HMAC). —0 DETAIL SHEET � File Nome: CAMINO MEDIA Drawn: N. GREWAL FULL DEPTH RECLAMATION- FEDERAL FISCAL YEAR 2007/2008 SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T6K170 Engineer: N.GREWAL Date: 5/14/2008 Checked By.- CAM/NO MEDIA DRIVE= OLD RIVER ROAD TO 200' WEST OF LANCASHIRE STREET 2 OF 8 0 1 2 3 5' TYP GENERAL NOTES 1 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. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006, 30 SQFT 5 18 S T o P s Office 200 LF 131928 LF •:. CONSTRUCTION NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL �2 INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC F3 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VA VE BOXES AND CONCRETE WITH THE CURRENT WUTCD" PADS EFFECTED BY FULL DEPTH RECLAMATION �7 CONSTRUCT ACCESS RAMPS &ADJACENT CURB SHALL BE LOWERED TO NEW FINISH GRADE. & GUTTER PER CAL TRANS STANDARD PLAN A88A, 4� CONSTRUCT ACCESS RAMPS & ADJACENT CURB CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRA NS & GUTTER PER CAL TRANS STANDARD PLAN A88A, STANDARD SPECIFICATIONS 73-1.06 CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 0 TYPE B LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON PLANS. LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON CAM I NO MEDIA DRIVE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. CONSTRUCT ACCESS RAMPS AS � .� •'' INDICATED ON THE PLANS. SEE NOTE 4 IN THE "CONSTRUCTION NOTES". INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' TYPE "B" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 I.H. u ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS ®G.V. GAS VALVE TO BE ADJUSTED BY OTHERS 1071 LF Qf File Name: Camino Media Reconst Drawn: NSG CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K149 Engineer: NSG Date: 5/14/2008 lChecked By 1-,� A' rn F--: PO J STRIPING, NOTES: Ol INSTALL "STOP" PAVEMENT MARKING O2 INSTALL 1 ' [300mml WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL TYPE IV ARROWS 4O INSTALL TYPE I ARROWS O5 INSTALL "BIKE LANE" AND ARROW MARKINGS. O6 INSTALL DETAIL 9 O7 INSTALL DETAIL 21 O8 INSTALL DETAIL 28 9O INSTALL DETAIL 31 10 INSTALL DETAIL 37 O11 INSTALL S LL DETAIL 38 12 INSTALL DETAIL 38A OINSTALL DETAIL 39 14 INSTALL DETAIL 39A File Name: Camino Media Reconst Drawn: NSG CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K149 Engineer: NSG Date: 5/14/2008 lChecked By 1-,� A' rn F--: PO J J 0-) N Q ~ w 2 0 o w > ry N � �t U + LL_ O Q 0 V) z z z \`�� \ m QRpFESS /ON pEAN R,q�l SCALE. "= 40' REGISTERED ENGINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 OF M_ REVISIONS No. DA TE DESCRIP TION 0r) LJ 7 Z t2f 0 U 00 N s rn z z w cn m c 14 100 LF O0 STA. 11+84.16 131 640 LF Ln T LTJ O_ u 5' P f 18 SQFT 5 £ r` ~ f 1 13 123 LF Q 1 22 SQFT 9 141 LF / J 6 123 LF / f FULL DEPTH RECLAMATION-- FEDERAL FISCAL YEAR 2007/2008 SHEET NO. CAMINO MEDIA DRIVE OLD RIVER ROAD TO 200 'WEST OF LANCASHIRE STREET 3 OF 8 o 1 2 O 0 U z O U W Q w 2 O z_ � Q U C' .o / U V) z O w Q 0 w O z Q U Y 00 z lyw w z c� z w 0 0 J / P CSUB Dirt Field 0 m CAMINO MEDIA BEGIN TRANSITION /ol_Lnnl- SCALE: I "= 40' 1"" A KAINIn KACfll A QRpFESS/pN� 10 AN R l F l A �0�� c -- <k 2 2 Z REGISTERED C VILI NGINEER C 46803 * Exp. 6-30-09 Cl TY OF BAKERSFIELD q C1VI1501 A L BAKERSFIELD,NCAVENUE 93301 TF OF CA��F�� REVISIONS No. DA TE DESCRIP TION 0 Ln CONSTRUCTION NOTES: 11 MANHOLE TO BE ADJUSTED BY OTHERS ©CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL M INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS.ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC M ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT 14U TCD PADS EFFECTED BY FULL DEPTH RECLAMATION F7 CONSTRUCT ACCESS RAMPS & ADJACENT CURB SHALL BE LOWERED TO NEW FINISH GRADE. & GUTTER PER CAL TRANS STANDARD PLAN A88A, [71 CONSTRUCT ACCESS RAMPS & ADJACENT CURB CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRA NS & GUTTER PER CAL TRANS STANDARD PLAN A88A, STANDARD SPECIFICATIONS 7J-1.06 CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 7J-1.06 a5 TYPE B LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE, SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED. ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON PLANS LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON CAMINO MEDIA DRIVE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE 4 IN THE "CONSTRUCTION NOTES". S YMB OLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' TYPE "B" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ® ADJUSTED BY OTHERS GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TILI TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 2O INSTALL 1' [300mml WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL TYPE /V ARROWS O4 INSTALL TYPE VIl ARROWS O5 INSTALL "BIKE LANE" AND ARROW MARKINGS. O6 INSTALL DETAIL 9 O7 INSTALL DETAIL 21 8O INSTALL DETAIL 28 O9 INSTALL DETAIL 31 10 INSTALL DETAIL 37 11 INSTALL DETAIL 38 12 INSTALL DETAIL 38A 13 INSTALL DETAIL 39 14 INSTALL DETAIL 39A I File Name: Camino Media Reconst Drawn: NSG FULL DEPTH RECLAMATION- FEDERAL FISCAL YEAR 2007/2008 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TBK149 Engineer: NSG Date: 5/14/2008 Checked By. CAM/NO MEDIA DRIVE= OLD RIVER ROAD TO 200' WEST OF LANCASHIRE STREET 4 OF 8 0 1 2 3 GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD /S THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. ►4 LEGEND SYMBOLS OLS STRIPING NOTES O INSTALL D — F- 1' [300mm] WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) U INSTALL TYPE IV ARROWS O INSTALL 6' x 6' TYPE VIl ARROWS O5 INSTALL V) Q INSTALL FULL DEPTH RECLAMATION IN AREAS O INSTALL U G L, 0 ry INSTALL Q DEPTH OF RECLAMATION ON CAMINO C) FRAME, AND COVER PER w MEDIA DRIVE SHALL CONFORM TO THE DETAIL 38 C.O.B. DRAWING S-29 O DETAILS AS SHOWN ON SHEET 2 OF z INSTALL DETAIL 39 THE PLANS ISSUED FOR THIS PROJECT. Q ADJUST MANHOLE U L�J•H FRAME AND COVER PER U .�:.-:..�.:;•:•:;, CONSTRUCT ACCESS RAMPS AS 0 :.' •'. ;:",•;�►':', INDICATED ON THE PLANS. SEE NOTE U '' �~' • •' : ' :: 4 IN THE "CONSTRUCTION NOTES". V. WATER VALVE TO BE I - ADJUSTED BY OTHERS z O GAS VALVE TO BE C) O ADJUSTED BY O -I' HERS O INSTALL TYPE I , ARROW LO w :E d - O z � W Q z U _ I � rn Y UF- I ­_i U Q zry :2 LL., w z c� .. z w C J ►4 LEGEND SYMBOLS OLS u I 1 l c (2 s STRIPING NOTES O INSTALL "STOP" PAVEMENT MARKING O2 INSTALL 1' [300mm] WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 6' x 50' TYPE "C" LOOP INSTALL TYPE IV ARROWS O INSTALL 6' x 6' TYPE VIl ARROWS O5 INSTALL TYPE "B" LOOP O6 INSTALL FULL DEPTH RECLAMATION IN AREAS O7 INSTALL DETAIL 21 8O INDICATED ON THE PLANS. THE 0 ADJUST MONUMENT LID, INSTALL DETAIL 31 DEPTH OF RECLAMATION ON CAMINO INSTALL FRAME, AND COVER PER 11 MEDIA DRIVE SHALL CONFORM TO THE DETAIL 38 C.O.B. DRAWING S-29 INSTALL DETAILS AS SHOWN ON SHEET 2 OF 13 INSTALL DETAIL 39 THE PLANS ISSUED FOR THIS PROJECT. INSTALL ADJUST MANHOLE L�J•H FRAME AND COVER PER .�:.-:..�.:;•:•:;, CONSTRUCT ACCESS RAMPS AS C.O.B. DRAWING S-7 :.' •'. ;:",•;�►':', INDICATED ON THE PLANS. SEE NOTE '' �~' • •' : ' :: 4 IN THE "CONSTRUCTION NOTES". V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY O -I' HERS INSTALL TYPE I , ARROW u I 1 l c (2 s CONSTRUCTION NOTES: E1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL E2 INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC ❑3 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT "MUTCD" PADS EFFECTED BY FULL DEPTH RECLAMATION F7 CONSTRUCT ACCESS RAMPS & ADJACENT CURB SHALL BE LOWERED TO NEW FINISH GRADE. & GUTTER PER CAL TRANS STANDARD PLAN A88A, 4❑ CONSTRUCT ACCESS RAMPS & ADJACENT CURB CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRA NS & GUTTER PER CAL TRANS STANDARD PLAN A88A, STANDARD SPECIFICA TIONS 73-1.06 CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 F5 TYPE B LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION DETECTOR LOOPS AND LEAD—INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA I&G. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS 1 Q cnrT U /y Ivi I I N V IVI r V I /y STRIPING NOTES O INSTALL "STOP" PAVEMENT MARKING O2 INSTALL 1' [300mm] WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL TYPE IV ARROWS 4O INSTALL TYPE VIl ARROWS O5 INSTALL "BIKE LANE" AND ARROW MARKINGS. O6 INSTALL DETAIL 9 O7 INSTALL DETAIL 21 8O INSTALL DETAIL 28 O9 INSTALL DETAIL 31 10 INSTALL DETAIL 37 11 INSTALL DETAIL 38 12 INSTALL DETAIL 38A 13 INSTALL DETAIL 39 14 INSTALL DETAIL 39A CONSTRUCTION NOTES: E1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL E2 INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC ❑3 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT "MUTCD" PADS EFFECTED BY FULL DEPTH RECLAMATION F7 CONSTRUCT ACCESS RAMPS & ADJACENT CURB SHALL BE LOWERED TO NEW FINISH GRADE. & GUTTER PER CAL TRANS STANDARD PLAN A88A, 4❑ CONSTRUCT ACCESS RAMPS & ADJACENT CURB CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRA NS & GUTTER PER CAL TRANS STANDARD PLAN A88A, STANDARD SPECIFICA TIONS 73-1.06 CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 F5 TYPE B LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION DETECTOR LOOPS AND LEAD—INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA I&G. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS 1 Q cnrT U /y Ivi I I N V IVI r V I /y QRpFESS/pN DEAN R �� F _Oft CO SCALE: 1"=40' REGIS TERED Cl Vlzj ENGINEER C 46803 � * Exp. 6-30-09 CITY OF BAKERSFIELD `req CIVIL r`�P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA\_ REVISIONS No. DA TE DESCRIPTION Medica Offices File Name: Camino Media Reconst I Drawn: NSG CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K149 Engineer: NSG Date: 5114/2008 Checked By. O O L0 ,t t : S FULL DEPTH RECLAMATION FEDERAL FISCAL YEAR 2007/2008 ' SHEET N0. CAMINO MEDIA DRIVE OLD RIVER ROAD TO 200 'WEST OF LANCASHIRE STREET., 5 OF 8 0 1 2 c { i 3 'TYP Sta ti on QRpFESS/pN DEAN R �� F _Oft CO SCALE: 1"=40' REGIS TERED Cl Vlzj ENGINEER C 46803 � * Exp. 6-30-09 CITY OF BAKERSFIELD `req CIVIL r`�P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA\_ REVISIONS No. DA TE DESCRIPTION Medica Offices File Name: Camino Media Reconst I Drawn: NSG CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K149 Engineer: NSG Date: 5114/2008 Checked By. O O L0 ,t t : S FULL DEPTH RECLAMATION FEDERAL FISCAL YEAR 2007/2008 ' SHEET N0. CAMINO MEDIA DRIVE OLD RIVER ROAD TO 200 'WEST OF LANCASHIRE STREET., 5 OF 8 0 1 2 c { i 3 CONSTRUCTION NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS 61 CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 2� INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS. ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM 0 ALL EXISTING MONUMENT LIDS, MANHOLES, WITH THE CURRENT "MUTCD" CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL DEPTH RECLAMATION�7 CONSTRUCT ACCESS RAMPS & ADJACENT CURB SHALL BE LOWERED TO NEW FINISH GRADE. & GUTTER PER CAL TRANS STANDARD PLAN A88A, 4 CONSTRUCT ACCESS RAMPS &ADJACENT CURB CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRAN & GUTTER PER CALTRANS STANDARD PLAN A88A, STANDARD SPECIFICATIONS 73-1.06 CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 F5 TYPE B LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION DETECTOR LOOPS AND LEAD—INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON PLANS. 0 0 U ry F- V) Z O U w Q 0 w k�6 SSP / GENERAL NOTES j 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 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 0264 LF o S i rren s 294 LF Apartments g p ICITY OF BAKERSFIELD, CALIFORNIA -- -_ G5 0 % O CO / gyp:• /' � i47 LF SCALE: 1 "=40' +00 _----+� QRpFESSIONq DEAN "qj REGISTERED Cl 1LL�GINE R C 4680.3 � * Exp. 6-30-09 CITY OF BAKERSFIELD `��q CI V IL 1501 TRUXTUN A VENUE TF OF CA�FO� BAKERSFIELD, CA 93301 REVISIONS Nn nA TF DESCRIPTION ./ STRIPINU IV" i cZzi INSTALL "STOP" PAVEMENT MARKING / O2 INSTALL 1' [300mm] WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE / O3 INSTALL TYPE IV ARROWS 4D INSTALL TYPE VIl ARROWS O5 INSTALL "BIKE LANE" AND ARROW MARKINGS. ' ) INSTALL DETAIL 9 LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON CAMINO MEDIA DRIVE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOT 4 IN THE "CONSTRUCTION NOTES". INSTALL DETAIL 21 INSTALL DETAIL 28 z INSTALL DETAIL 31 0) INSTALL DETAIL 37 I ) INSTALL DETAIL 38 2) INSTALL DETAIL 38A I� INSTALL DETAIL 39 I A) /A/gTAi i n✓:'TAii .3.9A SYMBOLS INSTALL 6' X 50' TYPE "C" LOOP INSTALL 6' X 6' TYPE "B" LOOP �l ADJUST MONUMENT LID, JJ FRAME, AND COVER PER C.O.B. DRAWING S-29 DO` H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS .V. GAS VALVE TO BE ADJUSTED BY OTHERS ` V File Name: Camino Media Reconst Drawn: NSG FULL DEPTH RECLAMATION- FEDERAL FISCAL YEAR 2007/2008 sHEET No PUBLIC WORKS DEPARTMENT Job No.: TSK149 Engineer: NSG 6 OF 8 Checked By.- CAM/NO MEDIA DRIVE= OLD RIVER ROAD TO 200' WEST OF LANCASHIRE STREET Date: 5/14/2008 0 1 2 U 0 ry Q F -- m— u71 W Q Ity Office iter CITY OF BAKERSFIELD, CALIFORNIA Safe 1 Credit Union v �, PHASING LEGEND ND I l VfVJ 1 KIJI, I IVfN PHASE 2 CONSTRUCTION SEE PHASING NOTF 3 PROF E SS / 0N�\ pEAN �, F SCALE: 1 "= 60' REGIS TERED CLlII� NGIN ER 46803 * Exp. 6-30-09 i CITY OF BAKERSFIELD q Civ�� 1501 TRUXTUN A VENUE TF BAKERSFIELD, CA 93301 CF CAS REVISIONS No. DA TE DESCR/P TION U IQ Universit, Cir ROADRUNNER DR z M ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD" M CONTRACTOR SHALL MAINTAIN A T LEAST ONE OPEN ACCESS A T ALL TIME. cf) _ THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. o U Qj f-- WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH T CONSTRUCTION LAN PHASING ES Q Q � 0 W Q 0 V z O W Q O O .z Q Q) z LIS W z W I O O CITY OF BAKERSFIELD, CALIFORNIA Safe 1 Credit Union v �, PHASING LEGEND ND I l VfVJ 1 KIJI, I IVfN PHASE 2 CONSTRUCTION SEE PHASING NOTF 3 PROF E SS / 0N�\ pEAN �, F SCALE: 1 "= 60' REGIS TERED CLlII� NGIN ER 46803 * Exp. 6-30-09 i CITY OF BAKERSFIELD q Civ�� 1501 TRUXTUN A VENUE TF BAKERSFIELD, CA 93301 CF CAS REVISIONS No. DA TE DESCR/P TION U IQ Universit, Cir ROADRUNNER DR PUBLIC WORKS DEPARTMENT File Name: CAMINO MEDIA DR Drawn: N. GREWAL Job No.: T6K170 Engineer: N. GREWAL Date: 5/14/2008 Checked By-* . v PHASING PLAN PHASE 1 FULL DEPTH RECLAMATION= FEDERAL FISCAL YEAR 2007/2008 SHEET NO. CAM/NO MEDIA DRIVE OLD RIVER ROAD TO 200' WEST OF LANCASHIRE STREET 7 OF 8 0 1 2 3 PHASING NOTES M ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD" M CONTRACTOR SHALL MAINTAIN A T LEAST ONE OPEN ACCESS A T ALL TIME. ❑3 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. ® CONTACT Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS. []5 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 T CONSTRUCTION LAN PHASING ES PUBLIC WORKS DEPARTMENT File Name: CAMINO MEDIA DR Drawn: N. GREWAL Job No.: T6K170 Engineer: N. 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CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCO" 02 CONTRACTOR SHALL MAINTAIN AT LEAST ONE OPEN ACCESS AT ALL TIME. 3❑ CON TRA C TOR SHALL MAIN THIN A CCESS THROUGH THIS AREA A T A LL TIMES EXCEP T WHEN CONS TRUC TION A C T1 V1 TIES ARE PRESEN T. A CCESS THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DA Y. ® CON TAC T Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS. M CON TRA C TOR SHAL L USE APPROPRIA TE SI GNA GE FROM THE CURREN T "MU TCD " TO SL O W, TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 3 File Name: CAMINO MEDIA DR Drawn: N. GRE WAL Job No.: T6K170 Engineer: N. GREWAL Date: 5/14/2008 Checked By.• 0? ESS /o/ O E a R C.) REGISTERED Cl VIL ENGINEER C 46802 1 *. 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