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HomeMy WebLinkAbout6.1-1719 Ph 5 Record DrawingLIST OF DRAWINGS SHEET 1 TITLE SHEET SHEET2 ROADWAY SECTIONS AND DETAILS S,,EEr 3 ROADWAY SECTIONS AND DETAILS PAVEMENT REHABILITATION 2009 pHASE 5 SHEET 4 CURB RAMPS SHEET 5 CURB RAMPS SHEET 6 PAI/EMEN7 FULL DEPTH RECONSTRUCTION SHEET 7 PAVEMENT FULL DEP 7H RECONS 7RUC TION SHEETS 8 — 12 PROJECT PHASING FRIA CITY STANDARDS 5-7, s-3, S-7, s-29, T-19 STATE STANDARDS RSP A 88A (CURRENT VERSION), ES -5A, ES -5B CONVENTIONAL SYMBOLS --------EASEMENT - - - - RIGHT -OF- WAY CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE COFFEE ROAD: NT KERN CANAL TO MEANY A VENUEIRIVERLAKES DR/VE; AND OL/VE DR/VE TO NORRIS ROAD FEDERAL PROJECT No. # ESPL 5109 (757) EXIST CURB & CUTTER ----------------------------- EXIST A.C. FLOWLINE ---'�=-------- '/=-------- /// EXIST EDGE OF PA VEMENT GUARD RAIL IMPR0 VEMEN TS UTILITY SYMBOLS W EXIST WA TER LINE 13894 S EXIST SEWER LINE STRIPES G EXIST GAS LINE 8186 SD EXIST STORM DRAIN STRIPES (DETAIL OH EXIST AERIAL LF E EXIST UNDERGROUND (DETAIL 38A) 184 LINES TRAFFIC S TRIPES POWER LINE TV EXIST UNDERGROUND L F T EXIST UNDERGROUND (DETAIL 39) 3608 TV CABLES TRAFFIC STRIPES PHONE LINE O EXIST OIL LINE LF FO EXIST FIBER OPTIC LINE SF 1-01 MANHOLE F.N. o(),. FIRE HYDRANT P.P.POWER W.M. -�- POLE WA TER METER W.V. EXISTING MONUMENT N' WATER VALVE © FU TURE MONUMEN T G.M. ® GA S ME TER S. L V 3 STREET LIGHT GAS VALVE 0-� S TREE T LIGHT W/MAST ARM 4- BENCHMARK C.O. ® CLEAN OU T 00- AU TO SCOPE © PRE- EMP TION DEVICE NC RR/ _1C 04, lu OL/VE DR/VE ILI tu CA VL � mil. V A R AD J U --- MEANY UE OWN/NG AVENUE PR JEC LO 10 R05ED LE H/GH A LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I ROAD WA Y EXCA VA TION y �j o 13894 C Y TRAFFIC STRIPES (DETAIL 8) 8186 LF TRAFFIC STRIPES (DETAIL 21) 1270 LF TRAFFIC STRIPES (DETAIL 38A) 184 LF TRAFFIC S TRIPES (DE TAIL 38) 1181 L F TRAFFIC STRIPES (DETAIL 39) 3608 LF TRAFFIC STRIPES (DETAIL 40) 95 LF PAVEMENT MARKINGS (WHITE PAINT) 2305 SF SACRAMENTO • ,SAN FRANCISCO •FRESNO CITY OO F BA ; ERSFIELD LOS ANGELES A • SAN DIEGO STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING 4= VALID LICENSES: CLASS A NO TE: - THE CON TRA C TOR SHALL CONTACT THE USA LOCA TOR SERVICE 1-800--642-2444, 48 HOURS PRIOR TO4 EXCA VA TION. �Jl PROJECT LENGTH QRpFESS/pN OEAN c�Q= Z C 46803 Exp. 6-30-11 Jj9TF Cl V 1 OF CAi-� 0.90 MILES APPROVEE) BY: 2-/9/l4p RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR 9 DATE &wa pm'M6� CIVIL ENGINEER IV — DEtSIGN ENGINEERING DATE Zf y 1 /0 TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2009 PHASE -5 NO 1 Job No.: TOK226 COFFEE ROAD-FRIANT KERN CANAL TO RIVERLAKES DRI of File Path: K: \LDD—ENGINEERING\2009 Economic Stimulus Coffee Rd\dwg /MEANY AVE AND OLIVE DRIVE TO NORRIS ROAD N/B 12 File Name: Coffee 2-8-10.dwg SHEETS 0 1 2 3 y �j o CITY OO F BA ; ERSFIELD LOS ANGELES A • SAN DIEGO STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING 4= VALID LICENSES: CLASS A NO TE: - THE CON TRA C TOR SHALL CONTACT THE USA LOCA TOR SERVICE 1-800--642-2444, 48 HOURS PRIOR TO4 EXCA VA TION. �Jl PROJECT LENGTH QRpFESS/pN OEAN c�Q= Z C 46803 Exp. 6-30-11 Jj9TF Cl V 1 OF CAi-� 0.90 MILES APPROVEE) BY: 2-/9/l4p RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR 9 DATE &wa pm'M6� CIVIL ENGINEER IV — DEtSIGN ENGINEERING DATE Zf y 1 /0 TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2009 PHASE -5 NO 1 Job No.: TOK226 COFFEE ROAD-FRIANT KERN CANAL TO RIVERLAKES DRI of File Path: K: \LDD—ENGINEERING\2009 Economic Stimulus Coffee Rd\dwg /MEANY AVE AND OLIVE DRIVE TO NORRIS ROAD N/B 12 File Name: Coffee 2-8-10.dwg SHEETS 0 1 2 3 c) Z Q O m Y m 0 w I- O J 0 N I I 6i N O O N 0� O L a D L O U) Q) 0 �i 00 NI a) a� 0 C) m N O U V) E U 0 c 0 U w rn O O N z w w z z w 0 0 J Y EX/STING CURB AND GUTTER - 0 55' -L VARIES 53'-55' 45' 45' 1� O I CO �v W EXISTING MEDIAN ISLAND v VARIES 2' - 14' o I o z I z EXISTING PA VEMENT — EXISTING PA VEMENT J I J N NEW FINISH GRADE NEW FINISH GRADE i - -i r- - -i ASG S L_ _j I L_ 1II SEE DE TAIL A III EXISTING AC SURFACE 1.0' - 1.14' LIMITS EXISTING AC SURFACE OF EXCA VA TION (TYP) 1. OF'1. EXCA VA TIONTS (TYP) 0.20' TYPE "A" ASPHALT 0.20' TYPE "A" ASPHAL T 0.80' TYPE "B" ASPHAL T 0.80' TYPE "B" ASPHALT A TYP/CAL ROADWAY SECTION z STA. 14+04 TO STA. 15+68 NOT TO SCALE 55' 30' 45' 45' EXISTING CURB AND GUTTER - L 0 I� CZ, �'V 4 w Z �Izzr EXISTING MEDIAN ISLAND VARIES 2' - 14' o o NEW FINISH GRADE o — EXISTING PA VEMENT W I W EXISTING PA VEMENT j NEW FINISH GRADE z I z o vv -i STRAIG pE GfZi- 4 .i I •�, I SEE D TAIL A O iz 62 EXISTING CURB AND GUTTER - 55' 45' I I z o� cI j W BIZ EXISTING MEDIAN ISLAND o I o VARIES 2' - 3' oIo z Z,Z o EXISTING PAVEMENTW NEW FINISH GRADE Ar - RA IGH STE RAp ✓ ��i 1.� g L -jI I g SEE DETAIL A I 1 EXISTING AC SURFACE 1.0' - 1.35' LIMITS OF EXCA VA TION 0.20' TYPE "A" ASPHALT 0.80' TYPE "B" ASPHALT ME z W EXISTING PAVEMENT = NEW FINISH GRADE - , EXISTING AC SURFACE 1.0' - 1.04' LIMI TS OF EXCA VA TION (TYP) 0.20' TYPE "A" ASPHALT 0.80' TYPE "B" ASPHALT B TYP/CAL ROADWAY SECT/ON �2) sra. 15+68 TO sra. 19+45 6" (PER MUTCO 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) all FIRE HYDRANT TRAFFIC FLOW _ _ FIRE HYDRANT MARKER TRAFFIC FLOW QRpFESS/oN� F� DEAN Q C, REGISTERED CIAL ENGINEER C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD B KERSFIELD,NCAVENUE 93301 q�F OF/CAL�F��� REVISIONS No. DA TE DESCRIP TION 3 4 / / EXISTING MEDIAN CURB r —.-4\\ g & d A\ 1 EXISTING PA VEMENT GRADE QL_______.___..y- g� I g a NEW FINISHED GRADE .4 I g � I g DETAIL A— NO T TO SCALE 2' —.- 1. 75' 2.5' PA VEMENT MARKING (WHITE) 11 PA VEMEN T MARKINGS `O (WHITE) PER STANDARD PLAN A24C �3 33 DETAIL 39 FIRE HYDRANT I EXISTING AC SURFACE MARKER L OCA TIONS BIKE LANE PAVEMENT MARK/NG DETAIL 1.0' - 1.24' LIMITS EXISTING AC SURFACENOT TO SCALE OF EXCA VA TION (TYP) 1.0' - 1.22' LIMITS NO T TO SCALE OF EXCA VA TION (TYP) 0.20' TYPE "A" ASPHAL T 0.20' TYPE "A" ASPHAL T 0.80' TYPE "B" ASPHAL T 0.80' TYPE "B" ASPHAL T C TYP/CAL ROADWAY SECT/ON 2 STA. 20+65 TO STA. 32+75 NOT TO SCALE File Name: Coffee 2-8-10 Drawn: K BOLAND PA VEMENT REHABIL ITA TON 2009 PHASE 5 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer: N FIDLER Date: Feb. 9, 10 Checked ByCOFFE ROAD - FRIANT KERN CANAL TO MEANY AVE,IVUE/RIVERLAKES DRIVE 2 OF 12 0 1 2 3 z Q J O m Y CY Y m w H O J O N I I O N O O w O U O� 0 ry O N O U co E 4- cn U C O C O U Li O O N z_ ry w W z z w I Li J / On C' Hu) P TSPB R/W ECR ME JOIN(_ 3 9 (.n (TURF) TSPB 8A (TURF) (pCC)\ (TURF) �. A 36 P "V _ //\ (Fcc) 0�110 �0000'0 3 11 CALTRANS STD PLAN A88ARAMP \\ \� FT S1 CASE A 413 P Cf) Z TSPB 00 8A M P TS POLE NORTHWEST CORNER RIVERLAKES DRIVE NORTHEAST CORNER MEANY AVENUE 3 9 NORTHWEST CORNER DOWNING AVENUE NORTHEAST CORNER DOWNING AVENUE 3 9 P TS POLE P RAMP c- rn TSPB O 8A z P? RAMP 5 0— 4� 413 CALTRANS STD 000, QAPLANSE AA88A A j (PCC) 6.5E N - E ;' ,� \ � - A, TS POLE P (p Ji, 5 ir 8A T 3 (TURF" TSPB (TURF) 3 9 'A J/ BCR I JOIN R/W SOUTHWEST CORNER DOWNING AVENUE SOUTHEAST CORNER DOWNING AVENUE SOUTHWEST CORNER RIVERLAKES, DRIVE SOUTHEAST CORNER MEANY AVENUE CONSTRUCTION NOTES NO RAMP CONSTRUCTION OR LEGEND PROTECT IMPROVEMENT IN PLACE.8 ADJUST PULL BOX FRAME AND COVER TO REPAIRS TO BE PERFORMED AT CONSTRUCT 4" PCC SIDEWALK PER CITY OF GRADE. REMOVE EXISTING SIDEWALK AND ADJACENT THE FOLLOWING INTERSECTIO \1/ 1\ z GAS VALVE WATER VALVE NOTE: CONTRACTOR SHALL CURB AND GUTTER WHERE SHOWN ON PLANS. - TRAFFIC SIGNAL POLE BAKERSFIELD STD. NO. S-3. 0 COFFEE STREET AT DRIVEWAY #1, BETWEEN FT Sl TRAFFIC SIGNAL PULL BOX (PCC) EXISTING CONCRETE VERIFY DIMENSIONS IN FIELD CONSTRUCT PCC CURB ACCESS RAMP PER REMOVE INTERFERING PORTIONS OF EXISTING FRIANT KERN CANAL AND DOWNING AVENUE TURF, IVY, VEGETATION, IRRIGATION, ETC. ,,Ti, / ELECTRICAL PULL BOX TU R F � EXISTING TURF MEET CALTRANS STANDARD CALTRANS STD. PLAN A88A, CASE A, SEPTEMBER 1, 2006. EXCAVATE EXISTING GRADES AS NECESSARY TO 0 COFFEE STREET AT DRIVEWAY #2, BETWEEN FS-0 ELECTRICAL PULL BOX (LDSCP) EXISTING I MISC. LANDSCAPING PLAN A88A. RETROFIT EXISTING RAMP. REMOVE EXISTING ESTABLISH REQUIRED SIDEWALK/RAMP SUBGRADES. MODIFY EXISTING IRRIGATION (IF FRIANT KERN CANAL AND DOWNING AVENUE PINY ELECTRICAL PULL BOX (NG) EXISTING NATIVE GROUND PORTIONS OF RAMP WITH HERRINGBONE—STAMPED PCC, PLACE 4- THICK PCC AND INSTALL 3'x4' DETECTABLE WARNING SURFACE PER REFERENCED ANY) TO MAINTAIN 100% COVERAGE WITHOUT 0 COFFEE STREET AT KAPALUA LANE OVERSPRAY ON NEW PCC IMPROVEMENTS. TRAFFIC SIGNAL CONTROLLER CABINET SIGN PROP. PCC RECONSTRUCTION CALTRANS CURB RAMP STANDARD PLAN (A88A, CATCH BASIN MANHOLE GRAPHIC SCALE CASE A). 10 0 5 10 20 40 i- IN FEET 6 PLM ROARED BY: I inch = 10 ft 5L 4 Harris & Associates 0. 3 34 Executive Irvine, CA Park, Suite 150 92614 (949) 655-3900 NO. C44642 EXP. 3-31-10 2 .1 cim CEp CURB RAMFS q ENGR. APPROV. DATE RCE DATE NO. DATE REVISIONS RANDALL G. BERRY #fJ642 File Name. SHT04—CRD—RMP Drawn: P.L. PAVEMENT REHABILITATION 2009 PHASE 5 SHEET NO. Job No.: 082-034l.01 Engineer. B.L. I T CALIFORNIA BAKERSFIELD PUBLIC WORKS DEPARMENT COFFEE ROAD FWOM FHANT KERN CANAL TO RIVERLAKES DRIVEIMEANY AVENUE 4 OF 12 Date: February 2010 Checked By. R.G.B. 0 1 2 gal, Elmg'! 111 ill RAMP P S, ,lo I � 1 , a �i SOUTHWEST CORNER JAYMlE AVENUE :�#1� ► i ' _ � 1 1 ��� SP PROTECT IMPROVEMENT IN PLACE. 4A CONSTRUCT PCC CURB ACCESS RAMP PER CALTRANS STD. PLAN A88A, CASE B, SEPTEMBER 1, 2006. 5A CONSTRUCT VARIABLE—HEIGHT PCC RETAINING CURB (4" TO 8" CF) PER REFERENCED CALTRANS CURB RAMP STANDARD PLAN (A88A, CASE B). OREMOVE EXISTING SIDEWALK AND ADJACENT CURB AND GUTTER AS SHOWN ON PLANS. CSE B JOIN I II P1 f i EX. CHAIN LINK FENCE !i SOUTHEAST CORNER JAYMIE AVENUE NOTE: CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD' MEET CALTRANS STANDARD PLAN ,A REVISIONS • COFFEE ROAD AND OLIVE DRIVE • COFFEE ROAD AT RITE AID DRIVEWAY • COFFEE ROAD AT ALBERTSON'S DRIVEWAY • COFFEE ROAD AND ALLEY BETWEEN JAYME AVENUE AND GOESLING AVENUE • COFFEE ROAD AND GOESLING AVENUE • COFFEE ROAD AND NORRIS ROAD ENGR. I APPROV. Harris Associates 34 Executive Park, Suite 150 Irvine, CA 92614 (949) 655-3900 DATE I RANDALL G. BERRY RCE ##4642 ' File Name: SHT05—CRD—RUP DrawnB.L. Job No.: 082-0341.01 Engineer. B.L. Date: February 2010 Phecked By. R.G.B. LEGEND u — TRAFFIC SIGNAL POLE m GAS VALVE TRAFFIC SIGNAL POLE WATER VALVE T S TRAFFIC SIGNAL PULL BOX (PCC) EXISTING CONCRETE LSE ELECTRICAL PULL BOX (TURF) EXISTING TURF 51 ELECTRICAL PULL BOX (! DSP) EXISTING MISC. LANDSCAPING ICV ELECTRICAL PULL BOX (NG) EXISTING NATIVE GROUND TS TRAFFIC SIGNAL CONTROLLER CABINET SIGN PROP. PCC RECONSTRUCTION OCATCH BASIN MANHOLE /o 10 GRAPHIC SCALE 10 20 QROFESSI m NO. C44 42 M * EXP. 3-31-10 �r Civil- e��P cF°CURB RAMPS PAVEMENT REHABILITATION 2009 PHASE 5 COFFEE ROAD FROM OLIVE DRIVE TO NORRIS ROAD (NB ONLY) ( IN FEET ) 1 inch = 10 ft 40 SHEET N0. 5 OF 12 1 2 3 y� 0 z Q 0 m v m Y m 0 Li F- 0 m 0 I� 0 00 I N a� 0 U q) 0 v E U 0 C- 0 0 U w O O N C7 z w w z c� z w I 0 J 0 jA T. �0 to COFFEE K 0 ------ u- v 15 Sf� LIMITS OF PA VEMENT RECONSTRUCTION —\ I . ! EXISTING INTERCONNECT i o CONSTRUCTION NOTES: / 1l CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER "CURB RAMP" DETAIL R/W SHEET. ACCESS RAMPS SHALL CONFORM TO CAL TRANS STANDARD A88A. CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS -- _------ ---- - INDICATED ON THE PLANS R D T G 1--- ❑3 CONTRACTOR SHALL MODIFY MEDIAN NOSE WITH A RADIUS OF 2' AS _ W INDICATED ON THE PLANS 1 opo. Q ]LEGEND FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. EXCAVATE ROADWAY TO A MINIMUM DEPTH OF 1.0 FEET. INSTALL 0.20 FEET TYPE "A" ASPHALT CONCRETE, OVER 0.80 FEET ASPHALT CONCRETE, PER ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. 15 SF U 15 SF L/MI TS OF PA VEMENT RECONSTRUCTION I— - W LLW �z EXISTING INTERCONNECT \= O W h 160 11 l 1 / �m o 5 5 A LO U)_.... —.. — — - ti C/) U H EWA = W EXISTING INTERCONNECT i o CONSTRUCTION NOTES: / 1l CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER "CURB RAMP" DETAIL R/W SHEET. ACCESS RAMPS SHALL CONFORM TO CAL TRANS STANDARD A88A. CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS -- _------ ---- - INDICATED ON THE PLANS R D T G 1--- ❑3 CONTRACTOR SHALL MODIFY MEDIAN NOSE WITH A RADIUS OF 2' AS _ W INDICATED ON THE PLANS 1 opo. Q ]LEGEND FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. EXCAVATE ROADWAY TO A MINIMUM DEPTH OF 1.0 FEET. INSTALL 0.20 FEET TYPE "A" ASPHALT CONCRETE, OVER 0.80 FEET ASPHALT CONCRETE, PER ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. 15 SF U 15 SF L/MI TS OF PA VEMENT RECONSTRUCTION c,uf-rte t.- Ku^ v COFFEE LOAD CITY OF BAKERSFIELD, CALIFORNIA R/W LIMITS OF PA VEMENT RECONS TRUC r7 C t EXISTING INTERCONNECT r LIMITS OF PAVEMENT RECONSTRUCTION File Nome. Coffee 2-8-10 Drown: KIRK BOLAND PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer. N FIDLER Dote: Feb. 9, 10 Checked By 1 I— - W LLW �z EXISTING INTERCONNECT \= O W h W W �m o 5 5 A LO U)_.... —.. — — - ti C/) U H = W Z_ 2 Jor 2 1 2 = W 8 - m 8 Q W c,uf-rte t.- Ku^ v COFFEE LOAD CITY OF BAKERSFIELD, CALIFORNIA R/W LIMITS OF PA VEMENT RECONS TRUC r7 C t EXISTING INTERCONNECT r LIMITS OF PAVEMENT RECONSTRUCTION File Nome. Coffee 2-8-10 Drown: KIRK BOLAND PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer. N FIDLER Dote: Feb. 9, 10 Checked By 1 'N. ADJUST MANHOLE LID, LL��JJ FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. PG&E QMANHOLE TO BE ADJUSTED BY OTHERS. KCWA (� MANHOLE TO BE u ADJUSTED BY OTHERS. /— R/W 57L�� EX/STING CURB AND GUTTER EXISTING CURB AND GUTTER QRGFESS/ov pEAN R co i REGISTERED CI VIL ENGINEERC 46803 * Cy - Exp. 6-30-11 CITY OF BAKERSFIELD `req CIV 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CAL�Fo� REVISIONS No. DA TE DESCRIP TION SCALE: I" - 30' W W ♦ ti Cl) N _ Q f— C!) u— W uj Z J J U JO m UJ uj STRIPING NOTES: 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS (WHITE PAINT) 2O INSTALL TYPE IV ARROWS (WHITE PAINT) O3 INSTALL DETAIL 8 (PAINT) 44 INSTALL DETAIL 40 (PAINT) 5O INSTALL DETAIL 39 (PAINT) O INSTALL DETAIL 38 (PAINT) O7 INSTALL DETAIL 21 (YELLOW PAINT) O8 INSTALL BIKE LANE MARKINGS (WHITE PAINT) 15 SF 2 51 LF 6 2 15 SF y PAVEMENT REHABILITATION 2009 PHASE 2 COFFE ROAD - FRIANT KERN CANAL TO MEANY AVENUE/RIVERLAKES DRIVE 0 1 �- SHEE T NO. 6OF12 2 3 I— W LLW �z \= O h W �m W Lu 'N. ADJUST MANHOLE LID, LL��JJ FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. PG&E QMANHOLE TO BE ADJUSTED BY OTHERS. KCWA (� MANHOLE TO BE u ADJUSTED BY OTHERS. /— R/W 57L�� EX/STING CURB AND GUTTER EXISTING CURB AND GUTTER QRGFESS/ov pEAN R co i REGISTERED CI VIL ENGINEERC 46803 * Cy - Exp. 6-30-11 CITY OF BAKERSFIELD `req CIV 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CAL�Fo� REVISIONS No. DA TE DESCRIP TION SCALE: I" - 30' W W ♦ ti Cl) N _ Q f— C!) u— W uj Z J J U JO m UJ uj STRIPING NOTES: 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS (WHITE PAINT) 2O INSTALL TYPE IV ARROWS (WHITE PAINT) O3 INSTALL DETAIL 8 (PAINT) 44 INSTALL DETAIL 40 (PAINT) 5O INSTALL DETAIL 39 (PAINT) O INSTALL DETAIL 38 (PAINT) O7 INSTALL DETAIL 21 (YELLOW PAINT) O8 INSTALL BIKE LANE MARKINGS (WHITE PAINT) 15 SF 2 51 LF 6 2 15 SF y PAVEMENT REHABILITATION 2009 PHASE 2 COFFE ROAD - FRIANT KERN CANAL TO MEANY AVENUE/RIVERLAKES DRIVE 0 1 �- SHEE T NO. 6OF12 2 3 STRIPING NOTES OINSTALL I' WIDE STOP BAR AND CROSS WALK MARKINGS (WHITE PAINT) 02 INSTALL TYPE IV ARROWS (WHITE PAINT) 03 INSTALL TYPE Vi ARROWS (WHITE PAINT) 04 INSTALL DETAIL 8 (PAINT) 05 INSTALL DETAIL 21 (YELLOW PAINT) O INSTALL DETAIL 38 (PAINT) 07 INSTALL DETAIL 38A (PAINT) ca G� G) L/Ml TS OF PA VEMENT RECONSTRUCTION SYMBOLS H. ADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. D4 WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. EXCAVATE ROADWAY TO A MINIMUM DEPTH OF 1.0 FEET. INSTALL 0.20 FEET TYPE "A" ASPHALT CONCRETE, OVER 0.80 FEET ASPHALT CONCRETE, PER ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. Lu Z o z �• Q � 0 11 102 108 Y � - m- o WLu ! n r4') O (j€ JAW a ocZ ��� Q) (Z-) �v Q _ 0 L W�m� d N 0 0 N o 1 E �► � W — _ co a_ �coLL_o S / L - f 1 Q) U j= 2 3 SCALE: I" = 30' CONSTRUCTION NOTES 1l CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER "CURB RAMP" DETAIL SHEET. ACCESS RAMPS SHALL CONFORM TO CAL TRANS STANDARD A88A, Q2 CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS Q3 CONTRACTOR SHALL REPLACE CURB AND GUTTER A T LOCA TIONS INDICA TED ON THE PLANS ® TYPE C LOOP SHALL BE 6'X50' EXCEPT AS NOTED OTHERWISE. TYPE E LOOPS SHALL BE 6' IN DIAMATER. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. LOOPS SHALL BE INSTALLED ONLY BETWEEN THE HOURS OF 8. JOAM-4: 30PM. ALL LOOPS SHALL BE LOCA TED IN THE FIELD BY THE ENGINEER. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. LOOPS SHALL HAVE THE HOMERUNS SAWCUT TO THE EXISTING PULLBOX AS SHOWN ON THE PLANS 2 f04 - � c e 0 6 COFFEE ROAD GENERAL NOTES 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. W fi F- 00 0 — — _ _...... Q Jui — — — O O 001 co Q) o OQ 2Q� OLEJ 05 �n Z� Lu L Lo Q� E Z) Q) Z o LOW C) M _..... U E............ w .- Q � T_ W ID o o u L 071 COFFEE 90A0 00 QQ WCOFFEE KOA0 z � � LIMITS. OF PAVEMENT RECONSTRUCTION W z z c� W 0 0 i C/7 Y OF BA KERSF/EL D, 827 LF Y File Nome: Coffee 2_8_10 Drown: KIRK BOLAND CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer. N FIDLER Dote: Feb. 10, 10 Checked By- #1,, 389 LF O im QRpFESS/ONq ID AN L, QQ G' REG/ST ED / ENGINEER C 46803 Exp.6-30-11 CITY OF BAKERSFIELD CIVi�- 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS Na DA TE DESCR/P TION 2 / / 3 4 Lu LIM/ IS OF PA VEMENT RECONSTRUCTION I W .• fOld �_ + CD CD U) G Q U) F- 1Lj_ W J =o F17�j C, 1 _11u — ---- M = - - U W Q m c � — - — _� - ~ C W Lu ui cVCDtl Z-, �- Z CD �rO QO V - O �z m `°� �•1 tr)(n m V) 1 m+ VOW m+ jaw m +k vOW m+ jQ, m +Ne VFW ZDV v�0 ��V V�V O _Z^v W �Q O W �Q O �Q W O Q� Lo� F17�j C, 0 m W U) PAVEMENT REHABILITATION 2009 PHASE 2 COFFE ROAD - OLIVE DRIVE TO NORRIS ROAD (NORTHBOUND) V i SHEET NO. 7 OF 12 --T 0 1 2 1 M = � c � ~ C W 0 m W U) PAVEMENT REHABILITATION 2009 PHASE 2 COFFE ROAD - OLIVE DRIVE TO NORRIS ROAD (NORTHBOUND) V i SHEET NO. 7 OF 12 --T 0 1 2 0 z Q J 0 m m m 0 w f- 0 J a_ 0 0I NI N N 0 0 ry 12 O U V) E cn U O c O U Li m O 0 N 0 z w w z z Li I 0 0 J m` PHASING LEGEND LLLLLLL PHASE I CONSTRUCTION LLLLLLL WORK AREA PHASE 2 CONSTRUCTION WORK AREA PHASE 3 CONSTRUCTION WORK AREA PHASE 4 CONSTRUCTION WORK AREA 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL REMAIN OPEN EXCEPT DURING THE V_'O' MO. FULL DEPTH RECONSTRUCTION, COLD PLANING AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. "" :EOURTH:.0,20.: LF:T=:14:5. PHASE No. I & 3 STAGGERED PAVEMENT STAGING NOT TO SCALE QRpFESS/pN pEAN STREET AND � OF CONSTRUCTION �! co F F REGISTERED NGINEER w C 46803 rn VARIES VARIES yY Exp. 6-30-11 SOUTH BOUND I NORTH BOUND CITY OF BAKERSFIELD qT c/Vii BAKERSFIELD, NCAVENUE 93307 F OF CA��F�� PHASE 2 PHASE 1 VARIES 18' REVISIONS 2'-14' WIDTH & No. DA TE DESCRIP TION PHASE 3 PHASE 4 L OCA TIONS VARIES 1 2' M i n. —•-I 18 VARIES SEE PLAN CHANNELIZ/NG -------____-__--_-__ --°, DEVICE ., , �;. J " - - - �/ SEE STREET PLANS 9 FOR PAVING LIMITS COFFEE ROAD CONSTRUCTION PHASING LQ SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. I LJ �4 COFFEE KOAO Lu ij LJJ .. ... t F - •400 a- -.._ - - .._.. ... ... .. ... _��II� ___ - _ ___ F I- I- f® F F i F F F I- (- (- (` I® (® i- i�[ s 1- - li®I �(. `I_ _l`.`� `i_1_i'� _ i - _ - _ _ _ _ ^ ,sem to------- rs �I FINAL PA VEMENT STAGE NOT TO SCALE TRAFFIC CONTROL PHASING NOTES 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EX/STING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY WITH THE CURRENT "M.U.T<C.D.': Q2 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. 30 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCT/0N OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U.TCD. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN W/ TH 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 BE OPEN AT THE END OF EACH WORK DAY. © SHEETS 8 OF 12 THRU 11 OF 12 ARE EXCLUSIVELY FOR PROJECT PHASING FOR COFFEE ROAD. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. D7 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO ANY CLOSURES APPROVED BY ENGINEER. ® ALL DRIVEWAYS AND SIDESTREETS WILL REMAIN OPEN AT ALL TIMES UNLESS INDICATED ON THE PLANS. Q9 CONTRACTOR SHALL ONL Y CONSTRUCT ONE PHASE A T A TIME UNLESS OTHERWISE ALLOWED BY THE ENGINEER, 10 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING WORK. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT SCALE: I" = 80' EA. File Name. Coffee 2-8-10 Drawn: K BOLAND PAVEMENT REHABILITATION 2009 PHASE 5 Job No.: TOK226 Engineer. N FIDLER Date: Feb. 9, 10 lChecked8y V_ COFFEE ROAD — FRIANT KERN CANAL TO RIVERLAKES DRIVE/MEANY AVE 11 Wt SHEE T NO. 8 OF 12 1 2 3 0 z Q J O m ry m 0 w f - O J n O I 00 I N N N O U 3 0 U Cn E U E O O U w rn O O N 0 z Li W z z w I 0 0 PHASING LEGEND LLLLLLL LLLLLLL PHASE WORK I CONSTRUCTION AREA AREAS PHASE SHALL BE CLOSED DURING EACH RESPECTIVE OF THE PROJECT AS SHOWN ON THE PLANS. PHASE 2 CONSTRUCTION WORK AREA PHASE WORK 3 CONSTRUCTION AREA vREAS o 0 0 o 0 0 0 o FULL DEPTH PAVING SHALL REMAIN OPEN EXCEPT DURING THE RECONSTRUCTION, COLD PLANING AND PROCESS(ES). VERTICAL GRADE DIFFERENCE PHASE 4 CONSTRUCTION SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. WORK AREA 12' MINIMUM TRA 11P / AIUF" FOURTH : 0.20 .: L IFT: WIDTH : VARIES:::::::::. - - - ..THIRD 0.20 LIFT.'.- WIOTH , _VARIES SECOND. , 0 20' :MFT . WID.TH : VARIES:. . FIRST WfDTK..VARIES PHASE No. 2 & 4 STAGGERED PAVEMENT STAGING NOT TO SCALE F - --' - f ., l ` a iw f r . 1 - FINAL PAVEMENT STAGE NOT TO SCALE STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND 2'-14' WIDTH & PHASE 3 PHASE 4 LOCA TIONS VARIES VARIES VARIES SEE PLAN ` VARIES NORTH BOUND PHASE 2 PHASE 1 VARIES 1 18p 12' Min. F f I f' sil UFIP11 Y/ VL.L1411 VV DEVICE ` C f. i -- .•� I k•. _ - --f rq_ ..i t� • 3 S i t i 4+I �• i i SEE STREET PLANS FOR PAVING LM TS COFFEE ROAD CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.2 REGIS TERE ENGINEER QRpFESS/ON ID AN cy- C 46803 Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE I DESCRIP TION 471 / / LQ 0 N Lu Q J COFFEE KOA D Lu it li I I� ' Ir t !� \ __ TRAFFIC CONTROL PHASING NOTES 1I ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR 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 F3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR 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 GREA TER THAN 5 FEET TO ALIGN W/ TH CONSTRUCTION PHASING LANES 05 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA A T ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL BE OPEN A T THE END OF EACH WORK DAY. © SHEETS 8 OF 12 THRU 11 OF 12 ARE EXCLUSIVELY FOR PROJECT PHASING FOR COFFEE ROAD. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT W. U. T C. D. 7a CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO ANY CLOSURES APPROVED BY ENGINEER. ® ALL DRIVEWAYS AND SIDESTREETS WILL REMAIN OPEN AT ALL TIMES UNLESS INDICATED ON THE PLANS. 10CONTRACTOR SHALL ONL Y CONSTRUCT ONE PHASE A T A TIME UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 10 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING WORK. CITY OF BAKERSFIELD, CALIFORNIA z .41 Q 2 O D PUBLIC WORKS DEPARTMENT SCALE: I" - 80' z �► File Nome* Coffee 2-8-10 Drawn: K BOLAND PA VEMENT REHABIL ITA TION 2009 PHASE 5 Job No.: TOK226 Engineer: N FIDLER Date: Feb. 9, 10 Checked By J3„ COFFEE ROAD - FRIANT KERN CANAL TO RIVERLAKES DRIVE/MEANY AVE 0 SHEET NO. 9 OF 12 1 2 3 0 00 I I 0 0 N 0 0 a N 0 U) U �i 0 0I NI 0 U 0 Q) N 0 u E cn U E 0 c 0 U Li rn 0 0 N c� z w w z z w I 0 0 J / PHASING LEGEND 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL REMAIN OPEN EXCEPT DURING THE 0 go o FULL DEPTH RECONSTRUCTION, COLD PLANING AND 00 o PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. PHASE No. I & 3 STAGGERED PAVEMENT STAGING TRAFFIC CONTROL PHASING NOTES NOT TO SCALE 4. FINAL PA VEMENT STAGE NOT TO SCALE F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND 25 PHASE 3 PHASE 4 VARIES _ _ VARIES (-a-12' Min. FOR PA VING UMI TS I 2'-14' WO TH & L OCA TIONS VARIES SEE PLAN f ! PHASE I CONSTRUCTION LLLLI_LL WORK AREA LLLLLLL _ PHASE 2 CONSTRUCTION WORK AREA PHASE 3 CONSTRUCTION WORK AREA PHASE 4 CONSTRUCTION WORK AREA 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL REMAIN OPEN EXCEPT DURING THE 0 go o FULL DEPTH RECONSTRUCTION, COLD PLANING AND 00 o PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. PHASE No. I & 3 STAGGERED PAVEMENT STAGING TRAFFIC CONTROL PHASING NOTES NOT TO SCALE 4. FINAL PA VEMENT STAGE NOT TO SCALE F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND 25 PHASE 3 PHASE 4 VARIES _ _ VARIES (-a-12' Min. FOR PA VING UMI TS I 2'-14' WO TH & L OCA TIONS VARIES SEE PLAN f ! r.. f p • 4 � t• a 4 i ! i t i :f I VARIES NORTH BOUND PHASE 2 VARIES PHASE 1 18' QRpFESS/ON pEAN 11z;co F REGISTERED ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1507 TRUXTUN AVENUE qTF C/vI plc' BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION COFFEE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 3 Lu 4 .I Ips I II r r !I f I I it ❑ I !� _ _ ............. y _ do a 40 --.-.- �.------- - _.' __� � �-- � — — c -� '—'� _ T_----.�—..�..—..,.�,o-- -- — �_ "x _ F- _— --------------- �- ®� — �= '=== � _ _ 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY 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. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR 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 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 BE OPEN AT THE END OF EACH WORK DAY. © SHEE TS 8 OF 12 THRU 11 OF 12 ARE EXCL USI VEL Y FOR PROJEC T PHASING FOR COFFEE ROAD. CON TRA C TOR SHALL INS TALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURREN T "M. U. T C. D. Q7 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO ANY CLOSURES APPROVED BY ENGINEER. ® ALL DRIVEWAYS AND SIDESTREETS WILL REMAIN OPEN AT ALL TIMES UNLESS INDICATED ON THE PLANS Q9 CONTRACTOR SHALL ONL Y CONSTRUCT ONE PHASE A T A TIME UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 10 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING WORK. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT SCALE: I" - 80' 5 ' File Nome: Coffee 2_8_10 Drawn: K BOLAND Job No.: TOK226 Engineer: N FIDLER PAVEMENT REHABILITATION 2009 PHASE 5 Date: Feb. 9, 10 jCheckedBy �Q. COFFEE ROAD - FRIANT KERN CANAL TO RIVERLAKES DRIVE/MEANY AVE SHEET NO. 10 OF 12 1 2 3 0 z Q J 0 m ry Y m 0 w 0 J n 0 00 I I m N O O N O A O Q Q) L.L t� (n Q) f'- 7 MO WI NI w v- 0 U +s 3 N N 0 U V) E cn v E 0 0 0 w rn O O N / 0 z Fh w w z z w I 0 0 J / 0 PHASING LEGEND -I- L- 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. �6 Q REAS SHALL REMAIN OPEN EXCEPT DURING THE 0 0 0 0 0 " 0 FULL DEPTH RECONSTRUCTION, COLD PLANING AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT .. . NOT • 12' MINIMUM TRA i/Fl l AA/F' FOURTH : O.20 .: L IFF WIDTH : VARfEs::::. : THIRD 0:20 LIFT. WID-TH VARIES SECOND, 0 20,71F,, T : =:: WD TH : VARIES:. FIRST 0,20.'. LIF : _. WID TH::VAR%ES . PHASE No. 2 & 4 STAGGERED PAVEMENT STAGING NOT TO SCALE F FINAL 0.20" PAVEMENT LIFT -WIDTH VARIES . - . ...... PA .V.EME NT.:JOINTS :SHALL . BE ON .LANE : 77-1 FINAL PAVEMENT STAGE NOT TO SCALE STREET AND � OF CONSTRUCTION VARIES SOUTH R01 I N D PHASE 3 18' 12' Min.-� CHANNELIZING DEVICE—) 25' PHASE 4 VARIES 2'-14' din TH & JCA TIONS VARIE SEE PLAN VARIES NORTH BOUND PHASE 2 VARIES PHASE 1 18' QRpf ESS 10N pEAN FLMAn REGIS TERED � C 46803 ENGINEER w ;u * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93,301 OF CAS - REVISIONS No. DA TE I DESCRIP TION 171 // 271 / / SEE S TREE T PL A NS FOR PAVING LIA41TS COFFEE ROAD CONSTRUCT/ON PHASING Lu SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.4 � 4 N Lu Q COFFEE KOAO li 1� ik {€ I 1 3t �t i 11 ` l 1 l� Jl LJ rTh _= - - TRAFFIC CONTROL PHASING NOTES: 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY WITH THE CURRENT "M. U. T. C.D. ". 2a AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS Q3 CONTACT C/TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR 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 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 BE OPEN A T THE END OF EACH WORK DA Y. © SHEETS 8 OF 12 THRU 11 OF 12 ARE EXCLUSIVELY FOR PROJECT PHASING FOR COFFEE ROAD. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURREN T 'M. U. T. C. D. Q7 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO ANY CLOSURES APPROVED BY ENGINEER. ® ALL DRIVEWAYS AND SIDES TREE IS WILL REMAIN OPEN AT ALL TIMES UNLESS INDICATED ON THE PLANS. 90 CONTRACTOR SHALL ONL Y CONSTRUCT ONE PHASE A T A TIME UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 10 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING WORK. 2 O 4 SCALE: I" - 80' 05 j 5 File Nome.• Coffee 2810 Drawn: K BOLAND PAVEMENT REHABILITATION 2009 PHASE 5 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer: N FIDLER Date: Feb. 9, 10 Checked By. COFFEE ROAD - FRIANT KERN CANAL TO RIVERLAKES DRIVE/MEANY AVE 11 OF 12 0 1 2 3 (D 00 11 0 �I 00 0 U ry N N O U 2 V O C O U W O O O N 0 z F w w z z w I tj 01 J / TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND W/TH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY W/TH THE CURRENT "M. U. T. C. D. 2❑ AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS 03 CONTACT C1TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U.TC.A" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE 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 BE OPEN A T THE END OF EACH WORK DAY. © SHEETS 8 OF 12 THRU 11 OF 12 ARE EXCL USI VEL Y FOR PROJECT PHASING FOR COFFEE ROAD. CON TRA C TOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T C. D. " 71 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO ANY CLOSURES APPROVED BY ENGINEER. ® ALL DRI VE WA YS AND SIDES TREE TS WILL REMAIN OPEN A T ALL TIMES UNLESS INDICA TED ON THE PLANS. R CONTRACTOR SHALL ON Y CONSTRUCT ONE PHASE A T A TIME UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 10 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING WORK. •-0 h/t4-k q (!Ad AA ✓ove r1ol "ll �ai'Jvr Ioops, re'- skipi✓1�l aAJ U�iIil a�ujJ mewbs i�tolidem• cca *a F STREET AND � OF CONSTRUCTION I J VARIES B*01 Ill tow SOUN INBOUND TRAFFIC VARIES CHANNELIZING DE1/CE--­_� DIVERT NORTHBOUND TRAFFIC 18' I I 2'-24' WID TH & L OCA TIONS VARIES 00 SEE PLAN ---------------------- r «t i SEE STREET PLANS FOR PA VING UMI TS VARIES NORTH BOUND PHASE 5 VARIES F COFFEE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 5 REGIS TERE QRpFESS10 DF-ANWA lJ w ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 9 C1V4� 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 lF OF CAS_ REVISIONS No. DA TE DESCRIP TION IS11\7 / / 3 71 / / 471 / / ICOFFEE KOAO t ! I ------------ ----------------------------------------------------- 51 --- I��r�I�rl��r�I�r�I�I-r�---�����I-�I��r��r�r��1-I-r�I°�I�I-I�I�r�I�I�I��- �Fr- hr- LL __-__ ._ -- _������-r����r�r��--=-�_-�-� --------�__-=-� �ti__,� Nil I tl Lu ! ! J� 1 '�• ,� L .. PHASING LEGENDu F I - TzEl PHASE 5 CONSTRUCTION r I I— (— I- I— I- I_ I— I_ I— F_ I— LLLLLLiWORK AREA -- — — - - - — - - -� -LLLLLLLLi- - - - Lu 1 �1 CITY OF BAKERSFIELD, CALIFORNIA SCALE: I" = 80' v File Name: Coffee 2-8-10 Drown: K BOLAND PAVEMENT REHABILITATION 2009 PHASE 5 PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer: N FIDLER Date: Feb. 9, 10 1 Checked By. 00- COFFEE, ROAD - OLIVE DRIVE TO NORRIS ROAD (NORTHBOUND) SHEET No. 12 OF 12 0 1 2 3 orn N O - o N C O (D N LL T O V) Q) 0 �I 00 0 U ry N N O U 2 V O C O U W O O O N 0 z F w w z z w I tj 01 J / TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND W/TH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY W/TH THE CURRENT "M. U. T. C. D. 2❑ AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS 03 CONTACT C1TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U.TC.A" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE 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 BE OPEN A T THE END OF EACH WORK DAY. © SHEETS 8 OF 12 THRU 11 OF 12 ARE EXCL USI VEL Y FOR PROJECT PHASING FOR COFFEE ROAD. CON TRA C TOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T C. D. " 71 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO ANY CLOSURES APPROVED BY ENGINEER. ® ALL DRI VE WA YS AND SIDES TREE TS WILL REMAIN OPEN A T ALL TIMES UNLESS INDICA TED ON THE PLANS. R CONTRACTOR SHALL ON Y CONSTRUCT ONE PHASE A T A TIME UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 10 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING WORK. •-0 h/t4-k q (!Ad AA ✓ove r1ol "ll �ai'Jvr Ioops, re'- skipi✓1�l aAJ U�iIil a�ujJ mewbs i�tolidem• cca *a F STREET AND � OF CONSTRUCTION I J VARIES B*01 Ill tow SOUN INBOUND TRAFFIC VARIES CHANNELIZING DE1/CE--­_� DIVERT NORTHBOUND TRAFFIC 18' I I 2'-24' WID TH & L OCA TIONS VARIES 00 SEE PLAN ---------------------- r «t i SEE STREET PLANS FOR PA VING UMI TS VARIES NORTH BOUND PHASE 5 VARIES F COFFEE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 5 REGIS TERE QRpFESS10 DF-ANWA lJ w ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 9 C1V4� 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 lF OF CAS_ REVISIONS No. DA TE DESCRIP TION IS11\7 / / 3 71 / / 471 / / ICOFFEE KOAO t ! I ------------ ----------------------------------------------------- 51 --- I��r�I�rl��r�I�r�I�I-r�---�����I-�I��r��r�r��1-I-r�I°�I�I-I�I�r�I�I�I��- �Fr- hr- LL __-__ ._ -- _������-r����r�r��--=-�_-�-� --------�__-=-� �ti__,� Nil I tl Lu ! ! J� 1 '�• ,� L .. PHASING LEGENDu F I - TzEl PHASE 5 CONSTRUCTION r I I— (— I- I— I- I_ I— I_ I— F_ I— LLLLLLiWORK AREA -- — — - - - — - - -� -LLLLLLLLi- - - - Lu 1 �1 CITY OF BAKERSFIELD, CALIFORNIA SCALE: I" = 80' v File Name: Coffee 2-8-10 Drown: K BOLAND PAVEMENT REHABILITATION 2009 PHASE 5 PUBLIC WORKS DEPARTMENT Job No.: TOK226 Engineer: N FIDLER Date: Feb. 9, 10 1 Checked By. 00- COFFEE, ROAD - OLIVE DRIVE TO NORRIS ROAD (NORTHBOUND) SHEET No. 12 OF 12 0 1 2 3