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HomeMy WebLinkAbout6.1-1732LIST OF DRAWINGS SHEET 1 Tl TLE SHEET SHEET 2 TYPICAL SECTIONS SHEET 3 DETAILS SHEET 4-5 UNI VERSI TY AVENUE RESURFACE PLANS SHEE T 6 Q S TREE T RESURFACE PLANS SHEET 7-8 4TH STREET RESURFACE PLANS SHEET 9-10 BRUNDAGE LANE RESURFACE PLANS CITY STANDARDS CITY OF BA : ERSFIELD 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS PHASE // UNIVERSITY A VENUE - HALEY STREET TO MOUNT VERNON Q STREET - GOLDEN STATE HIGHWAY TO 31st STREET 4th STREET - H STREET TO P STREET BRUNDAGE LANE - CHESTER AVENUE TO UN/ON AVENUE SW -5, SW -6, ST -1, ST -2, ST -7, ST -9, ST -12, ST -13, ST -14, ST -21 STATE STANDARDS A20A, A20B, A20C, A20D, A24A, A24C, A24D, A24E, A87A, RSP A88A CONVENTIONAL SYMBOLS FEDERAL PROJECT: STPL 5109 (744) EA SEMEN T — — — — — EXIST. CURB & GUTTER -- RIGHT–OF–WAY--------------- EXIST A. C. FL0WLINE — CEN TERL INE EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL x CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS w EXIST WA TER LINE G EXIST GAS LINE OH EXIST AERIAL W.V. LINES TV EXIST UNDERGROUND G.M. TV CABLES 0 EXIST OIL LINE M.H. TRAFFIC STRIPING, DETAIL 1 (PAINT) ® MANHOLE P.P. BENCHMARK -w POWER POLE 0 EXISTING MONUMENT F001 FU TURF MONUMENT S.L. 8407 11044 STREET LIGHT LF STREET LIGHT W/MAST ARM C.O. ® CLEAN OUT S EXIST SEWER LINE SD EXIST STORM DRAIN E EXIST UNDERGROUND W.V. POWER LINE T EXIST UNDERGROUND G.M. PHONE LINE FO EXIST FIBER OPTIC LINE ^F.H. ooJ. FIRE HYDRANT W.M. UNIVERSITY AVE. ❑ WATER METER W.V. TOTAL EST. DQ WATER VALVE G.M. GOLDEN -31ST 0 GAS METER G.V. TRAFFIC STRIPING, DETAIL 1 (PAINT) DQ GAS SALVE --- BENCHMARK ON— AUTO SCOPE Q PRE—EMPTION DEVICE i ('1JlVi N , AVEN COL U&15U 'EE _. . � ! TLOCAI , , k s 04 7 H1,157 KE TZ: -ATI - LOC i t �u.i i ,_v :NU , CA L [FOR _ f PALM 33 ,ZE 4 STfZE fi Pf ,LI ., _j .ROJ ECS' 'LOCATION 8..�.�.AG LA11%E'� W = y,, I — w— L_ — 114++ . W .. _� a __J _... 1�- _ _^ __. — M/N� AVENUE I 67A5, ; LOMA ORIVE _..__ — r`=� - _ :< IZOAC3 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES DESCRIPTION UNIT UNIVERSITY AVE. Q ST 4TH ST. BRUNDAGE LN. TOTAL EST. HALEY—MT VERNON GOLDEN -31ST H—P CHESTER—UNION QUANT! TIES TRAFFIC STRIPING, DETAIL 1 (PAINT) LF 1503 --- --- --- 1503 TRAFFIC STRIPING, DETAIL 8 (PAINT) LF --- 252 115 8407 11044 TRAFFIC STRIPING, DETAIL 21 (PAINT) LF 837 1673 553 3897 6790 TRAFFIC STRIPING, DETAIL 28 (PAINT) LF --- --- --- 117 117 TRAFFIC STRIPING, DETAIL 31 (PAINT) LF --- --- 1837 --- 1837 TRAFFIC STRIPING, DETAIL 38 (PAINT) LF 59 465 460 620 1604 TRAFFIC STRIPING, DETAIL 39 PAINT LF 3225 --- 40 17 3282 TRAFFIC STRIPING, DETAIL 39A (PAINT) LF 776 --- --- ---- 776 PA VEMENT MARKINGS (WHITE) SF 558 1644 1710 1515429 PAVEMENT MARKINGS (YELLOW) SF 274 --- 146 --- 420 FIRE HYDRANT MARKERS EA 3 8 9 11 31 Job No.: T8K148 File Path: K:\LDD—ENGlNEERING\T8K148 Resurf Var Streets File Name: RESURF 07-08.dwg 00 •LOS ANGELES SAN DIEGO t� W STATE OF CALIFORNIA rr^^ vJ Q Z NO TE. CL THE CON TRA C TOR MUST POSSESS THE FOL L 0 WI NG VALID LICENSES.- W W CLASS A jNO TE. - THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR O SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. V PROJECT LENGTH Q QROF E SS /0/v pEAN 11 C 46803 * Exp. 6-30-0 sj'9T� C / V 1 OF CA1-\ / 2.3 MILES � W APPROVED BY': � W , RAiK M. ROJAS, 39800, EXPIRES 12-1,3f-09 DATE PUBLIC WORKS DIRECTOR J APPROVAL RECOMMENDED BY: J ASSISTANT PUBLIC(WORKS DIRECTOR DATE 4 CIVIL ENGINEER IV — SIGN ENGINEERING DATE N O 1. 1-7 :� -3 ,oirlIAV N 4l TR "FFIC ENGINEERING 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS PHASE Il 1T�i 0 1 / DATE NO 1 OF 10 SHEETS 2 3 0 N !I 0 i r 0 w ry w ry 4141 Q) U) V) aD 00 Y 00 O z w w z C.� z w I D J / 041 FL FL CURB & GUTTER - - - - - _-_..�.. CURB & GUTTER UNIVERSITY STREET TYPICAL SECTION STATION 10+69 TO STATION 11+10 NOT TO SCALE STATION 33+50 TO STATION 35+70 FL FL CURB & GUTTER PAVEMENT SECTION CURB & GUTTER UNIVERSITY STREET TYPICAL SECTION STATION 11+10 TO STATION 33+50 NOT TO SCALE FL a CURB & GUTTER �...� ....� ��� ..�.. CURB & GUTTER Q STREET TYPICAL SECTION STATION 11+20 TO STATION 14+65 NOT TO SCALE STATION 16+30 TO STATION 17+60 STATION 21+32 TO STATION 25+51 FL FL CURB & GUTTER ���..�.. CURB & GUTTER Q STREET TYPICAL SECTION STATION 25+51 TO STATION 29+56 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA FL FL CURB & GUTTER CURB & GUTTER 4TH STREET TYPICAL SECTION STATION 11+25* TO STATION 15+75 NOT TO SCALE STATION 16+50 TO STATION 23+58 STATION 23+73 TO STATION 37+35 FL FL N& ­W GUTTER ' ' CURB & GUTTER 4TH STREET TYPICAL SECTION STATION 10+28 TO STATION 13+09 FL NOT TO SCALE FL CUR "...,B......& GUTTER -- - --- - _...------------ CURB &GUTTER 4TH STREET TYPICAL SECTION STATION 23+58 TO STATION 23+73 NOT TO SCALE FL A CURB & GUTTER CURB & GUTTER PUBLIC WORKS DEPARTMENT Name.• RESURF 07-08 i No.: T8K' 148 te: Oct. 23, 08 BRUNDAGE LANE TYPICAL SECTION STATION 10+74 TO STATION 56+69 NOT TO SCALE 0,pFESS/0N� EAN � Z Z REGISTERED Cl VJ N GI NEER W C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CA 93301 OF CAv REVISIONS No. DA TE DESCRIPTION 1 LEGENDS 0.2" AC OVERLAY REPAIR ROAD & AC OVERLAY EXISTING AC PAVING EXISTING AGGREGATE BASE IIII=111111=111111-1111!1=IIIIil-111111-111111-111111=111111-IIi111=111116' =111111=111111=111111=111111-111111-1IIIIhIIII11=111111=111111-111111-i IIII„ 111111„ 111111„ 111111„ 111111=111111„ 111111„ 111111„ 111111„111111=111111;EXISTING SUB BASE EXISTING CONCRETE Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS Engineer: JOE CATALAN TYPICAL SECTIONS Checked By. SHEET NO. 2OF10 1 2 3 o� C6 0 0 W o, k a� zi N �0 V- Z W z w 0 0 M BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE 6' WIDE AT CURB AND GUTTER 5' A T CURB ONLY BEGIN DETAIL 39 AT ECR W/ PA VEMENT MARKING END DETAIL 39 A T BCR WHEN DETAIL = 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID—ARC POINTS OF THE CURB RETURNS — /C/CMINA IC ALL LANC LIIVCJ UN ON 200' A LINE CONNECTING THE MID—ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS NOT Tc PA YEMEN T MARKING (WHITE) PA VEMEN T MARKINGS (WHI TE) PER STANDARD PLAN A24D DETAIL 39 BIKE LANE PA VEMENT MARKING DETAIL NOT TO SCALE (1) EXISTING AC SURFACE L/\/_i///Y ll VVI%L! w %-/l/ / !L_I% ` / it / FH W1 THIN 10' OF CURB RETURN IL NEW AC -00 TRAFFIC FLOW AN- TRAFFIC FLOW �-- FIRE H YDRAN T MARKER FIRE HYDRANT MARKER L DCA TIONS NOT TO SCALE QRpFESS/0 pEAN R \ F C m REGISTERED C ENGI NEER Of C 46803 m * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF/VEL p�? BAKERSFIELD, CA 93301 OF CA1—�F REVISIONS No. DATE I DESCRIPTION I rt'ItrAL t:tJL1AwLA1Vt' /FLAN V/CW NOT TO SCALE —5' COLDPLANE GRIND 0.2' OF EXISTING PA VEMENT EXISTING AC SURFACE 0.20' AC Overlay VG LEXISTING CURB & GUTTER (TYP) TYPICAL REPAIR ROAD SECTION NOT TO SCALE TYPICAL COLDPLANE SECTION NOT TO SCALE w /73 c;� File Nome.RESURF VAR STREETS Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K148 Engineer., JOE CATALAN Date: 5/14/2008 Checked By. DETAILS 3 OF 10 0 1 2 3 Z Q J Q H Q U W 0 m t) w F- I - O J 0 II Q O 00 0 0 N t - N N O U 0 U i 00 0 0 LL w m V) Q) a� Cn 4-- 0 a) Of 00 d - Y 00 F - z w w z z w I 0 0 J ►A r r—% / ! Tr- r r— rl 1-11 n i1�in Ir—r—n 00ESS /0lAv DEAN C 46803 * Exp. 6-30-09 /* CIV 1 \- F OF CALF/ NS SCRIP77ON N _U Q ry l ---w U) > 1110 zQ w =w U U) Q O 01, N W + J 0) n N O Q � W ~ zW GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7ERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI7Y's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA7F ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING U77LI TIES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL S7R/P/NG AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 THE CON7RACTOR SHALL SEPARA 7E ALL ASPHALT GRINDINGS FROM, AGGREGA7F BASE & NA77VE MA 7FRIALS FROM THE ROADWA Y EXCA VA 770N. 7HE ASPHALT GRINDINGS SHALL BE MILLED TO Jn IN SIZE OR LESS. THE ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF 7HE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CON77?ACTOR. SYMBOLS INSTALL 6 x 50' TYPE "C" LOOP O INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. 0.0- ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Ff'V' WATER VALVE TO BE ADJUSTED BY OTHERS Ef-v. GAS VALVE TO BE ADJUSTED BY OTHERS `1 , INSTALL TYPE IV ARROW CONSTRUCT/ON NOTES Q1 MANHOLE TO BE ADJUSTED BY OTHERS 22 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS n3 CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 7RANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CALTRANS STANDARD SPECIFICA77ON 73-1.06. Q CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 77?ANS STANDARD PLAN RSP A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA 77ON 73-1.06. a WATER VALVE TO BE ADJUSTED BY OTHERS. ® GAS VALVE TO BE ADJUSTED BY OTHERS a7 CONTRACTOR SHALL INCORPORA TE THE INFORMA 77ON ON THE PHASING PLAN INTO THE 7RAFFIC CONTROL AND DETOUR PLANS SUPPLIED BY 7HE CITY OF BAKERSFIELD DESIGN ENGINEERING DI VISION. THE CON7RACTOR SHALL CONFORM W/ TH THE CURRENT "MUTCD" ® U77LI7Y VAULT TO BE ADJUS70 BY OTHERS 0 SCALE. • I" = 40' LEGEND OVERLAY ONLY j. COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS. File Name.•RESURF 0 7- 08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET &"0. CITY OF BAKERSFIELD, CALIIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K148 Engineer: JOE CATALAN Date: Oct. 2J, 08 Checked By. UNIVERSITY AVENUE FROM HALEY STREET TO MOUNT VERNON 4 OF 10 0 1 2 3 STRIPING NOTES: 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (WHITE) 02 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) 03 INSTALL TYPE IV ARROWS OINSTALL TYPE VIl ARROWS 05 INSTALL '"BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 7O INSTALL DETAIL 8 OINSTALL DETAIL 21 OINSTALL DETAIL 27B aINSTALL DETAIL 28 OINSTALL DETAIL Jl 12 INSTALL DETAIL 38 13 INSTALL DETAIL 39 14 INSTALL DETAIL J9A 15 INSTALL PA VEMENT MARKINGS (WHI7F) 16 INSTALL PAVEMENT MARKINGS (YELLOW) GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7ERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI7Y's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA7F ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING U77LI TIES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL S7R/P/NG AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 THE CON7RACTOR SHALL SEPARA 7E ALL ASPHALT GRINDINGS FROM, AGGREGA7F BASE & NA77VE MA 7FRIALS FROM THE ROADWA Y EXCA VA 770N. 7HE ASPHALT GRINDINGS SHALL BE MILLED TO Jn IN SIZE OR LESS. THE ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF 7HE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CON77?ACTOR. SYMBOLS INSTALL 6 x 50' TYPE "C" LOOP O INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. 0.0- ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Ff'V' WATER VALVE TO BE ADJUSTED BY OTHERS Ef-v. GAS VALVE TO BE ADJUSTED BY OTHERS `1 , INSTALL TYPE IV ARROW CONSTRUCT/ON NOTES Q1 MANHOLE TO BE ADJUSTED BY OTHERS 22 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS n3 CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 7RANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CALTRANS STANDARD SPECIFICA77ON 73-1.06. Q CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 77?ANS STANDARD PLAN RSP A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA 77ON 73-1.06. a WATER VALVE TO BE ADJUSTED BY OTHERS. ® GAS VALVE TO BE ADJUSTED BY OTHERS a7 CONTRACTOR SHALL INCORPORA TE THE INFORMA 77ON ON THE PHASING PLAN INTO THE 7RAFFIC CONTROL AND DETOUR PLANS SUPPLIED BY 7HE CITY OF BAKERSFIELD DESIGN ENGINEERING DI VISION. THE CON7RACTOR SHALL CONFORM W/ TH THE CURRENT "MUTCD" ® U77LI7Y VAULT TO BE ADJUS70 BY OTHERS 0 SCALE. • I" = 40' LEGEND OVERLAY ONLY j. COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS. File Name.•RESURF 0 7- 08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET &"0. CITY OF BAKERSFIELD, CALIIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K148 Engineer: JOE CATALAN Date: Oct. 2J, 08 Checked By. UNIVERSITY AVENUE FROM HALEY STREET TO MOUNT VERNON 4 OF 10 0 1 2 3 z Q J Q Q U w O m 0 w F— O J n 00 O O D V) w orf V) a� Q) V) a� 00 00 0 z LJ w z c� z w I 0 0 J M GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7FR/AL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7EWA TER PLANT #2 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA 77ONS SHOWN ARE APPROX/MA 7E ONLY, AND REPRESENT THE BEST INFORMA77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARK/NGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 THE CONTRACTOR SHALL SEPARATE ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA 7FRIALS FROM THE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. THE ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO 7HE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME 774E PROPERTY OF 7HE CON 7RACTOR. CITY OF BAKERSFIELD, CALIFORNIA SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. WATER VALVE TO BE ADJUSTED BY OTHERS V. GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW PUBLIC WORKS DEPARTMENT LEGEND OVERLAY ONLY COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS. CONSTRUCTION NOTES �1 MANHOLE TO BE ADJUSTED BY OTHERS f -fl INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. �3 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. ® CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 7RANS STANDARD PLAN RSP A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TION 73-1.06. File Nome.RESURF 07-08 Job No.: T8K 148 Date: Oct. 23, 08 Drawn: JOE CATALAN Engineer: JOE CA TALAN Checked By. �5 WATER VALVE TO BE ADJUSTED BY OTHERS © GAS VALVE TO BE ADJUSTED BY OTHERS. CONTRACTOR SHALL /NCORPORA 7E THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CON7ROL AND DETOUR PLANS SUPPLIED BY THE CITY OF BAKERSFIELD DESIGN ENGINEERING DII45I0N. THE CON7RACTOR SHALL CONFORM W/774 THE CURRENT "MUTCV ® U77LITY VAULT TO BE ADJUSTED BY OTHERS REFI S TERED C NGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ogjf ESS/pN� OF -AN ipq� F2\ m C 46803 ' ;;a * Exp. 6-30-09 CIVIL ��� OF CAOF/ REVISIONS STRIPING NOTES 10 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 02 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (YELLOW) 30INSTALL TYPE IV ARROWS 40 INSTALL TYPE Vll ARROWS 5O INSTALL "BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 07 INSTALL DETAIL 8 OINSTALL DETAIL 21 09 INSTALL DETAIL 27B 10 INSTALL DETAIL 28 11 INSTALL DETAIL 31 12 INSTALL DETAIL 38 13 INSTALL DETAIL 39 14 INSTALL DETAIL 39A 15 INSTALL PA VEMENT MARKINGS (WHI TE) 16 INSTALL PAVEMENT MARKINGS (YELLOW) GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7FR/AL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7EWA TER PLANT #2 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA 77ONS SHOWN ARE APPROX/MA 7E ONLY, AND REPRESENT THE BEST INFORMA77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARK/NGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 THE CONTRACTOR SHALL SEPARATE ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA 7FRIALS FROM THE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. THE ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO 7HE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME 774E PROPERTY OF 7HE CON 7RACTOR. CITY OF BAKERSFIELD, CALIFORNIA SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. WATER VALVE TO BE ADJUSTED BY OTHERS V. GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW PUBLIC WORKS DEPARTMENT LEGEND OVERLAY ONLY COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS. CONSTRUCTION NOTES �1 MANHOLE TO BE ADJUSTED BY OTHERS f -fl INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. �3 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. ® CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 7RANS STANDARD PLAN RSP A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TION 73-1.06. File Nome.RESURF 07-08 Job No.: T8K 148 Date: Oct. 23, 08 Drawn: JOE CATALAN Engineer: JOE CA TALAN Checked By. �5 WATER VALVE TO BE ADJUSTED BY OTHERS © GAS VALVE TO BE ADJUSTED BY OTHERS. CONTRACTOR SHALL /NCORPORA 7E THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CON7ROL AND DETOUR PLANS SUPPLIED BY THE CITY OF BAKERSFIELD DESIGN ENGINEERING DII45I0N. THE CON7RACTOR SHALL CONFORM W/774 THE CURRENT "MUTCV ® U77LITY VAULT TO BE ADJUSTED BY OTHERS REFI S TERED C NGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ogjf ESS/pN� OF -AN ipq� F2\ m C 46803 ' ;;a * Exp. 6-30-09 CIVIL ��� OF CAOF/ REVISIONS No. DA TE DESCRIPTION 1 / / 0 SCALE.' I" = 40' /r / 7 3,;�, 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET NO. UNIVERSITY A VENUE FROM HALEY STREET TO MOUNT VERNON 1 5 OF 1C 0 1 2 3 0 I I Q 0 00 0 0 N N O U 0 T 0 U) L rn 00 0 I 0 of D Cn w L 00 Y 00 F- z F w U-1 z z w 0 0 J 04 0-) 00 00 0) ry Q w O wm z< =1 w w = U) U Q NOTE.• Match Existing Loop Type and Location for all loops NOTE- Match Existing Loop Type and Location for all loops within Cal Trans' right of way 3 J 207 LF _,\ w 203 LF U (/-) NOTE- Outer lane striping width are measured from the Flow Line. Q 75 QROFESS /ON\. pEAN ; q4 Fy wQ� ? m RREGISTERED C�-1EN GI NEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD q /P 1501 TRUXTUN AVENUE X CIVIL BAKERSFIELD, CA 93301 OF CN-�F REVISIONS No. DA TE DESCRIPTION 'QNA I 471 / / 059 LF 8 57 LF .fon a — 47 LF • ti 1 ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, STRIPING NOTES TO THE WASTEWAIFR PLANT 12 AT MT. VERNON 10 INSTALL 1' WIDE STOP BAR AND CROSS WALK S77?/PING. (WHITE) A VENUE SOUTH OF HIGH WA Y 58. CONTACT _,\ w 203 LF U (/-) NOTE- Outer lane striping width are measured from the Flow Line. Q 75 QROFESS /ON\. pEAN ; q4 Fy wQ� ? m RREGISTERED C�-1EN GI NEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD q /P 1501 TRUXTUN AVENUE X CIVIL BAKERSFIELD, CA 93301 OF CN-�F REVISIONS No. DA TE DESCRIPTION 'QNA I 471 / / 059 LF 8 57 LF .fon a — 47 LF 0 1 2 3 GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, STRIPING NOTES TO THE WASTEWAIFR PLANT 12 AT MT. VERNON 10 INSTALL 1' WIDE STOP BAR AND CROSS WALK S77?/PING. (WHITE) A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STR/PING. (YELLOW) �4 URS PRIOR TO DELIVERY AT 661 326-3152. O INSTALL TYPE IV ARROWS S YMB ULS 2 ALL U77L1 TY LOCA 77ONS SHOWN ARE O INSTALL TYPE W1 ARROWS APPROXlMA1F ONLY, AND REPRESENT THE OINSTALL "BIKE LANE" AND ARROW MARKINGS LEGEND BEST INFORMATION SUPPLIED BY THE VARIOUS INSTALL "C" U77LITY COMPANIES. FINAL RESPONSIBILITY OINSTALL DETAIL 1 6' x 50' TYPE LOOP FOR LOCATING U77LI77ES IN THE FIELD IS 7 O INSTALL DETAIL 8 O INSTALL 6' TYPE "E" ,� � ��' '� OVERLAY ONLY THE CON TRAcroR'S Looe CONSTRUCT/ON NOTES : 3 ALL STRIPING AND PAVEMENT MARK/NGS O8 INSTALL DETAIL 21 Q INSTALL 6' " " TYPE ALOOP ❑t MANHOLE TO BE ADJUSTED BY OTHERS ❑5 WA VALVE TO BE ADJUSTED BY OTHERS. ���;,r, ;y;�; COLD PLANE ROADWAY IN AREAS SHALL CONFORM TO CALIRANS STANDARD O9 INSTALL DETAIL 27B ® ADJUST MONUMENT LID, INDICATED ON THE PLANS_ PLANS DA7ED MAY 2006. FRAME, AND COVER 2 INSTALL FIRE HYDRANT MARKERS ❑ © GAS VALVE TO BE ADJUSTED BY OTHERS 10 INSTALL DETAIL 28 PER C.O.B. DRAWING S-29. AS SHOWN ON PLANS F'EPAIR ROADWAY IN AREAS 4 THE CONTRACTOR SHALL SEPARATE ALL ASPHALTH-ADJUST GRINDINGS FROM, AGGREGA IF BASE &NATIVE 11 INSTALL DETAIL 31 MANHOLE LID, L!J FRAME, 3 CONS7RUCT ACCESS RAMPS & ADJACENT CURB 7 CONTRACTOR SHALL INCORPORATE INE INFORMATION INDICATED ON THE PLANS - MA1FRlALS FROM INE ROADWAY EXCAVA170N. THE AND COVER PER C.O.B. DRAWING S-7. AND GUTTER PER CAL 7RANS STANDARD PLAN ON 7HE PHASING PLAN INTO THE 7RAFF/C CONTROL 12 INSTALL DETAIL 38 A88A, CASE A. CONCRETE FINISHES SHALL AND DETOUR PLANS SUPPLIED BY THE CITY OF ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN 00- ADJUST CLEANOUT LID, FOLLOW CAL7RANS STANDARD SPEC/F/CA77ON BAKERSFIELD DESIGN ENG/NEER/NG DIVISION. THE SIZE OR LESS THE ASPHALT GRIND/NGS SHALL 13 INSTALL DETAIL 39 F RAM E , AND COVER 73-1.06. CON 1RACTOR SHALL CONFORM W/7N THE CURRENT BECOME THE PROPERTY OF THE CITY OF 14 INSTALL DETAIL 39A PER C.O.B. DRAWING S-20. Q CONSTRUCT ACCESS RAMPS & ADJACENT CURB "MUT0" BAKERSFIELD AND SHALL BE DELIVERED TO 7HE a.v. WATER VALVE TO BE AND GUTTER PER CAL7RANS STANDARD PLAN ® U77L/TY VAULT TO BE ADJUS7FD BY OTHERS. WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR A T (661) 326-3111 PRIOR TO DELIVERY. 15 INSTALL PAVEMENT MARKINGS (WHITE) ADJUSTED BY OTHERS RSP A88A, CASE C. CONCRETE FINISHES SHALL ALL 07HER ROADWAY EXCAVA77ON SHALL BECOME 16 INSTALL PAVEMENT MARK/NGS (YELLOW) M. GAS VALVE TO BE FOLLOW CAL 7RANS STANDARD SPEC/RCA 77ON 73-1.06. THE PROPERTY OF 7HE CON 7RACTOR ADJUSTED BY OTHERS IL . INSTALL TYPE IV ARROW 3� CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File NOme'RESURF 07-08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET NO. Job No.: T8K148 Engineer., JOE CATALAN 0 STREET FROM GOLDEN STATE HIGHWAY TO 31st STREET 6 OF 10 Date: Oct. 23, 08 checked By 0 1 2 3 1; 0 2 1J170 SQFT 12 110 LF REMOVE CONCRETE PAD AREA 2318 SOFT �.....30 SQ T :> j� \ m 82.5' R/W Hi0o 8 1102 LF NOTE. Curve Stationing 10+00* to 14+00* •���'f_ STRIPING NOTES: _ 3 11 213 j Lj 0 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) \, I TYPE IV ARROWS 4O O TYPE VII ARROWS too. til. P. --� INSTALL DETAIL 1 V) INSTALL L- OINSTALL D D DETAIL 21 OINSTALL DETAIL 27B 10 INSTALL DETAIL 28 11 INSTALL DETAIL J1 12 INSTALL DETAIL 38 13 INSTALL DETAIL 39 14 INSTALL DETAIL J9A 15 INSTALL PAVEMENT MARKINGS (WHI7F) I INSTALL I LU W 2 z l0+00 __j z, I Q 0 2 1J170 SQFT 12 110 LF REMOVE CONCRETE PAD AREA 2318 SOFT �.....30 SQ T :> j� \ m 82.5' R/W Hi0o 8 1102 LF NOTE. Curve Stationing 10+00* to 14+00* •���'f_ STRIPING NOTES: N ' '7 11 213 j Lj 0 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) \, I TYPE IV ARROWS 4O O TYPE VII ARROWS r LJ P. --� Oil 0►�%// Ill174 LF 4 th S TREE 11 T 3 30 SQFT 98 LF 8 QRpFESS/O, DEAN R4, FZc rn REGISTERED Of ENGINEER C 46803 * Exp. 6-30-09 yt i CITY OF BAKERSFIELD J� 1501 TRUXTUN AVENUE qTF CI BAKERSFIELD, CA 93,301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION W � 18 LF 11 $ 19 LF W W 17 LF 7 7 20 LF 13 20 LF U 16LF'7 5 1 8 SQFT N V -- CD W 3 30 S FT Q 12 105 LF Q 3: O %ll/f//ffiiiA STRIPING NOTES: N ' '7 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 2O 0 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) 03 INSTALL TYPE IV ARROWS 4O O TYPE VII ARROWS T INSTALL "BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 V) INSTALL L- M I NOTE.• Outer lane striping widths are measured from the Flow Line. 3 t 3 NOTE Type E Loops are 230 from Pedestrian Cross Walk 105 LF 12ti �, N :V1 18 SQFT Q�z a t' ' o� 8 151 LF 7 21 LF w a_ 4�im�U 1 m � O 1 27 SQFT �I N 11 116 LF + 1---- ❑11, 0)U 3 Fh U) > =�7: 7/7 oW NOTE Type E Loop are 230' ____ O -F W from Pedestrian Cross Walk N-- - -- -- U � r7 �' N Q 00 O rlO LL D Cn W 4- a� a� U) L. 0 U) (1) 00 y 00 F- CD z w w z c� z w 0 0 J M STRIPING NOTES: N INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 2O 0 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) 03 INSTALL TYPE IV ARROWS 4O O TYPE VII ARROWS T INSTALL "BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 V) INSTALL L- OINSTALL D D DETAIL 21 OINSTALL DETAIL 27B 10 00 O rlO LL D Cn W 4- a� a� U) L. 0 U) (1) 00 y 00 F- CD z w w z c� z w 0 0 J M (W f W 18 SQFT 5LU 7 21 LF 20 LF 13 20 LF 8 21 LF 12 21 LF � 7 � N Lei_ 11 266 LF .,J 15 44 SQFT 11 613 LF 15 53 SQFT— — — — — — — — -- — L - + O — -- -- -- --- — — — — — F-- 7-- ii , _ F --. jr Cr) f F LLJ yf _ 7 _ W MV -- :' NOTE.• Outer lane striping widths are me 3 osured from the Flow Line. - - U W 15 53 SQFT 4 th S T 44 SQFT 15 82.5' R/W Q (W W m GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7FRIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7FWATER PLANT #2 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA 7F ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING U77LITIES IN 7HE FIELD IS 7HE CON 7RA C TOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL 7RANS STANDARD PLANS DA 7FD MA Y 2006. 4 THE CONTRACTOR SHALL SEPARA 7E ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA 7FRIALS FROM 7HE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO J" IN SIZE OR LESS. 7HE ASPHALT GRINDINGS SHALL BECOME 7HE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO 7HE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR A T (66 1) 326-Jl 11 PRIOR TO DELI VERY. ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CON 7RACTOR. CITY OF BAKERSFIELD, CALIFORNIA SYMBOLS I NSTALL 6' x 50' TYPE "C" LOOP 0 INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, 0 FRAME, AND COVER PER C.O.B. DRAWING S-7. Mr-°• ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Ov. WATER VALVE TO BE ADJUSTED BY OTHERS v' GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW PUBLIC WORKS DEPARTMENT CONSTRUCTION NOTES: ❑1 MANHOLE TO BE ADJUSTED BY OTHERS Q WATER VALVE TO BE ADJUSTED BY OTHERS. ❑2 INSTALL FIRE HYDRANT MARKERS ❑6 GAS VALVE TO BE ADJUSTED BY OTHERS AS SHOWN ON PLANS 3❑ CONSTRUCT ACCESS RAMPS & ADJACENT CURB ❑7 CONTRACTOR SHALL INCORPORA TE THE INFORMA TION AND GUTTER PER CAL TRANS STANDARD PLAN ON THE PHASING PLAN INTO THE TRAFFIC CONTROL A88A, CASE A. CONCRE7F FINISHES SHALL AND DETOUR PLANS SUPPLIED BY THE CITY OF FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON BAKERSFIELD DESIGN ENGINEERING DI VISION. THE 73-1.06. CON7RACTOR SHALL CONFORM WITH THE CURRENT "MUTCD" ®CONSTRUCT ACCESS RAMPS &ADJACENT CURB AND GUT7FR PER CAL 7RANS STANDARD PLAN g U1TLI7Y VAULT TO BE ADJUSTED BY OTHERS ❑ RSP A88A, CASE C. CONCRE7F FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON 73-106 File Name. RESURF 07-08 Job No.: T8K 148 Date: Oct. 23, 08 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By LEGEND OVERLAY ONLY COLD PLANE ROADWAY IN AREAS 't INDICATED ON THE PLANS. REPAIR ROADWAY IN AREAS INDICATED ON THE PLANS. REMOVE CONCRETE IN AREAS INDICATED ON THE PLANS. 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS 4th STREET FROM H STREET TO P STREET 0 SCALE i" = 40' 3 SHEET N0. 7 OF 10 0 1 2 3 STRIPING NOTES: O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 2O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) 03 INSTALL TYPE IV ARROWS 4O INSTALL TYPE VII ARROWS 05 INSTALL "BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 7O INSTALL DETAIL 8 OINSTALL DETAIL 21 OINSTALL DETAIL 27B 10 INSTALL DETAIL 28 11 INSTALL DETAIL J1 12 INSTALL DETAIL 38 13 INSTALL DETAIL 39 14 INSTALL DETAIL J9A 15 INSTALL PAVEMENT MARKINGS (WHI7F) 16 INSTALL PAVEMENT MARKINGS (YELLOW) (W f W 18 SQFT 5LU 7 21 LF 20 LF 13 20 LF 8 21 LF 12 21 LF � 7 � N Lei_ 11 266 LF .,J 15 44 SQFT 11 613 LF 15 53 SQFT— — — — — — — — -- — L - + O — -- -- -- --- — — — — — F-- 7-- ii , _ F --. jr Cr) f F LLJ yf _ 7 _ W MV -- :' NOTE.• Outer lane striping widths are me 3 osured from the Flow Line. - - U W 15 53 SQFT 4 th S T 44 SQFT 15 82.5' R/W Q (W W m GENERAL NOTES 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7FRIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7FWATER PLANT #2 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA 7F ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING U77LITIES IN 7HE FIELD IS 7HE CON 7RA C TOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL 7RANS STANDARD PLANS DA 7FD MA Y 2006. 4 THE CONTRACTOR SHALL SEPARA 7E ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA 7FRIALS FROM 7HE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO J" IN SIZE OR LESS. 7HE ASPHALT GRINDINGS SHALL BECOME 7HE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO 7HE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR A T (66 1) 326-Jl 11 PRIOR TO DELI VERY. ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CON 7RACTOR. CITY OF BAKERSFIELD, CALIFORNIA SYMBOLS I NSTALL 6' x 50' TYPE "C" LOOP 0 INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, 0 FRAME, AND COVER PER C.O.B. DRAWING S-7. Mr-°• ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Ov. WATER VALVE TO BE ADJUSTED BY OTHERS v' GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW PUBLIC WORKS DEPARTMENT CONSTRUCTION NOTES: ❑1 MANHOLE TO BE ADJUSTED BY OTHERS Q WATER VALVE TO BE ADJUSTED BY OTHERS. ❑2 INSTALL FIRE HYDRANT MARKERS ❑6 GAS VALVE TO BE ADJUSTED BY OTHERS AS SHOWN ON PLANS 3❑ CONSTRUCT ACCESS RAMPS & ADJACENT CURB ❑7 CONTRACTOR SHALL INCORPORA TE THE INFORMA TION AND GUTTER PER CAL TRANS STANDARD PLAN ON THE PHASING PLAN INTO THE TRAFFIC CONTROL A88A, CASE A. CONCRE7F FINISHES SHALL AND DETOUR PLANS SUPPLIED BY THE CITY OF FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON BAKERSFIELD DESIGN ENGINEERING DI VISION. THE 73-1.06. CON7RACTOR SHALL CONFORM WITH THE CURRENT "MUTCD" ®CONSTRUCT ACCESS RAMPS &ADJACENT CURB AND GUT7FR PER CAL 7RANS STANDARD PLAN g U1TLI7Y VAULT TO BE ADJUSTED BY OTHERS ❑ RSP A88A, CASE C. CONCRE7F FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON 73-106 File Name. RESURF 07-08 Job No.: T8K 148 Date: Oct. 23, 08 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By LEGEND OVERLAY ONLY COLD PLANE ROADWAY IN AREAS 't INDICATED ON THE PLANS. REPAIR ROADWAY IN AREAS INDICATED ON THE PLANS. REMOVE CONCRETE IN AREAS INDICATED ON THE PLANS. 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS 4th STREET FROM H STREET TO P STREET 0 SCALE i" = 40' 3 SHEET N0. 7 OF 10 0 1 2 3 00 O I O LL- Cn W llf a� Cn V) a) 00 d- 00 z Cr W w z 0 z W I 0 0 J ►IN 1� CD N _ 3 77 01)mr� W J W -- U U) I— <C W > W I 1 ' I 05 t 1 1112 SQFT 11J 455 LF 2 -- 1 28 SQF I I 4 th S TREE T 162 LF 8 N07E. Outer lone striping widths are measured from the Flow Line. 71 S.!%1. r d rF 2-7 T82. R/W NOTE.• Type E Loop are 230' from Pedestrian Cross Walk 12 101 LF GENERAL NOTES : 1 ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7FWA TER PLANT 12 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE C/ TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA 7F ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING U77L1 TIES IN THE FIELD /S THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA 7ED MA Y 2006. 4 THE CONTRACTOR SHALL SEPARA 7E ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA TERIALS FROM THE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO J" IN SIZE OR LESS 771E ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO THE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-Jl l l PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CONTRACTOR. SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, F FRAME, AND COVER PER C.O.B. DRAWING S-7. g°• ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Lf 'v' WATER VALVE TO BE ADJUSTED BY OTHERS v' GAS VALVE TO BE ADJUSTED BY OTHERS I> INSTALL TYPE IV ARROW M QRpFESS/ON O DEAN Z REGISTERED C/ N GI NEER C 46803 n Exp. 6-30-09 CITY OF BAKERSFIELD q 1501 TRUXTUN A VENUE CIVIL TF Off` if BAKERSFIELD, CA 93301 OF CA1-�F � UOZ I W� U REVISIONS Q, No. DA TE DESCRIPTION 2 146 SQFT v- f 4 5 � STRIPING NOTES: 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (WHI7E) 2O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (YELLOW) 03 INSTALL TYPE IV ARROWS 4O INSTALL TYPE 191 ARROWS 05 INSTALL "BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 07 INSTALL DETAIL 8 08 INSTALL DETAIL 21 OINSTALL DETAIL 27B 10 INSTALL DETAIL 28 OINSTALL DETAIL Jl 12 INSTALL DETAIL J8 13 INSTALL DETAIL 39 14 INSTALL DETAIL J9A 15 INSTALL PA VEMENT MARKINGS (WHI7E) 16 INSTALL PAVEMENT MARKINGS (YELLOW) 4 th S TREE T 162 LF 8 N07E. Outer lone striping widths are measured from the Flow Line. 71 S.!%1. r d rF 2-7 T82. R/W NOTE.• Type E Loop are 230' from Pedestrian Cross Walk 12 101 LF GENERAL NOTES : 1 ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7FWA TER PLANT 12 A T MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE C/ TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA 7F ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING U77L1 TIES IN THE FIELD /S THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA 7ED MA Y 2006. 4 THE CONTRACTOR SHALL SEPARA 7E ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA TERIALS FROM THE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO J" IN SIZE OR LESS 771E ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO THE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-Jl l l PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CONTRACTOR. SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, F FRAME, AND COVER PER C.O.B. DRAWING S-7. g°• ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Lf 'v' WATER VALVE TO BE ADJUSTED BY OTHERS v' GAS VALVE TO BE ADJUSTED BY OTHERS I> INSTALL TYPE IV ARROW M QRpFESS/ON O DEAN Z REGISTERED C/ N GI NEER C 46803 n Exp. 6-30-09 CITY OF BAKERSFIELD q 1501 TRUXTUN A VENUE CIVIL TF Off` if BAKERSFIELD, CA 93301 OF CA1-�F � UOZ I W� U REVISIONS Q, No. DA TE DESCRIPTION 2 146 SQFT v- f 4 5 � I I LEGEND OVERLAY ONLY f, ff COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS. REPAIR ROADWAY IN AREAS INDICATED ON THE PLANS. REMOVE CONCRETE IN AREAS INDICATED ON THE PLANS. CONSTRUCT/ON NOTES: ❑1 MANHOLE TO BE ADJUSTED BY OTHERS ❑5 WATER VALVE TO BE ADJUSTED BY OTHERS ❑2 INSTALL FIRE HYDRANT MARKERS ❑6 GAS VALVE TO BE ADJUSTED BY OTHERS AS SHOWN ON PLANS ❑3 CONSTRUCT ACCESS RAMPS & ADJACENT CURB ❑7 CONTRACTOR SHALL INCORPORATE 771E /NFORMA770AI AND GUTTER PER CAL TRANS STANDARD PLAN ON 7HE PHASING PLAN INTO THE TRAFFIC CONTROL A88A, CASE A. CONCRETE FINISHES SHALL AND DETOUR PLANS SUPPLIED BY 771E CITY OF FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON BAKERSFIELD DESIGN ENGINEERING DMSION. THE 7J-1.06. CON7RACTOR SHALL CONFORM WITH 771E CURRENT 'MU TCD ". Q CONSTRUCT ACCESS RAMPS &ADJACENT CURB BY 07NER g U77LI7Y VAULT TO BE ADJUS7F0 S. AND GUTTER PER CAL 7RANS STANDARD PLAN ❑ RSP A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA TION 7J-1.06. SCALE I"'= 40' I(.'� . / - 3 C-1 File Name- RESURF 07-08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET 710. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TBK148 Engineer: JOE CATALAN Date. Oct. 23, 08 Checked By. 4th STREET FROM H STREET TO P STREET 8 OF 10 0 1 2 3 z Q J Q F -- Q U LU O m w F- O J n 00 O rlO w ry 4- 41 a� L L V) (1) ry m d- 00 0 z Fy w w z z w I 0 0 J ►A IIS. W Qt:: Lj-j W I3 a 3 30 SQFT 12 98 LF 8 531 LF 7 601 LF NOTEOuter lane striping width 8 40 LF are measured from the Flow Line. (r ----------- L.Lj 77 ' 7— f 10+00 �,• /,, rte• ,1r1 ! / / ! t r'' O' / ! n �i7 'Y i 0 00 0 Q ry U W w 0 zm �Q =w U W Q GENERAL NOTES 1 ALL UNUSED, SALVAGED ELEC7RICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7FWA TER PLANT #2 AT MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY A T (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA 77NG U77LI77ES IN THE FIELD IS 7HE CON 7RACTOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 4 THE CONTRACTOR SHALL SEPARA 7F ALL ASPHALT GRINDINGS FROM, AGGREGA7E BASE & NA 77 VE MA TERIALS FROM THE ROA DWA Y EXCA VA TION. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. 7HE ASPHAL T GRINDINGS SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY. ALL 07HER ROADWAY EXCA VA TION SHALL BECOME 7HE PROPERTY OF THE CONTRACTOR. SYMBOLS INSTALL 6' x 50' TYPE '°C" LOOP 0 INSTALL 6' TYPE "E" LOOP 0 ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. 49 KADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. aC'C'ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Ff'v' WATER VALVE TO BE ADJUSTED BY OTHERS V. GAS VALVE TO BE ADJUSTED BY OTHERS I> INSTALL TYPE IV ARROW CONSTRUCT/ON NOTES: 10 MANHOLE TO BE ADJUS70 BY OTHERS 2a INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS a3 CONS7RUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 7RANS STANDARD PLAN A88A, CASE A. CONCRE7F FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA TION 73-1.06. ® CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUT7FR PER CAL 7RANS STANDARD PLAN RSP A88A, CASE C. CONCRE7E FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON 73-1.06. 0 00 O-) L,.- �- W Q U) 0 W �J zm � W = W UCn Q LEGEND QROFESS/O\ DEAN Rq, <�A REGISTERED ENGINEER W ry C 46803 * Exp. 6-30-09 i Cl TY OF BAKERSFIELD ,Q 1501 TRUXTUN A VENUE qTF cIV1L BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION ls'l'?/ / OVERLAY ONLY COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS_ REPAIR ROADWAY IN AREAS INDICATED ON THE PLANS. �5 WA TER VA VE TO BE ADJUSTED BY OTHERS. © GAS VALVE TO BE ADJUSTED BY OTHERS. n7 CONTRACTOR SHALL INCORPORA 7E THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CON7ROL AND DETOUR PLANS SUPPLIED BY THE CITY OF BAKERSFIELD DESIGN ENGINEERING DIVISION. THE CON7RACTOR SHALL CONFORM WITH THE CURRENT 'MUTCD ". ® U77LITY VAULT TO BE ADJUSTED BY OTHERS k W 5�A SCALE.' 1 " = 40' 001, _ W C- + W v— 1"0 0 Q M () 0 W z� —1 w w U (� Q W UW I 73c� File Name.•RESURF 07-08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K148 Engineer: JOE CATALAN Date: Oct. 23, 08 Checked By BRUNDAGE LANE FROM CHESTER AVENUE TO UNION AVENUE 9 OF 10 0 1 2 3 STRIP/NG NOTES: 1O INSTALL 1' WDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 02 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (YELLOW) 03 INSTALL TYPE IV ARROWS 4O INSTALL TYPE VII ARROWS 05 INSTALL "BIKE LANE" AND ARROW MARKINGS �6 INSTALL DETAIL 1 OINSTALL DETAIL 8 OINSTALL DETAIL 21 09 INSTALL DETAIL 27B 10 INSTALL DETAIL 28 11 INSTALL DETAIL 31 12 INSTALL DETAIL 38 13 INSTALL DETAIL 39 14 INSTALL DETAIL 39A 15 INSTALL PA VEMENT MARKINGS (WHI TE) 16 INSTALL PAVEMENT MARKINGS (YELLOW) SYMBOLS INSTALL 6' x 50' TYPE '°C" LOOP 0 INSTALL 6' TYPE "E" LOOP 0 ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. 49 KADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. aC'C'ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Ff'v' WATER VALVE TO BE ADJUSTED BY OTHERS V. GAS VALVE TO BE ADJUSTED BY OTHERS I> INSTALL TYPE IV ARROW CONSTRUCT/ON NOTES: 10 MANHOLE TO BE ADJUS70 BY OTHERS 2a INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS a3 CONS7RUCT ACCESS RAMPS & ADJACENT CURB AND GUTTER PER CAL 7RANS STANDARD PLAN A88A, CASE A. CONCRE7F FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA TION 73-1.06. ® CONSTRUCT ACCESS RAMPS & ADJACENT CURB AND GUT7FR PER CAL 7RANS STANDARD PLAN RSP A88A, CASE C. CONCRE7E FINISHES SHALL FOLLOW CAL 7RANS STANDARD SPECIFICA 77ON 73-1.06. 0 00 O-) L,.- �- W Q U) 0 W �J zm � W = W UCn Q LEGEND QROFESS/O\ DEAN Rq, <�A REGISTERED ENGINEER W ry C 46803 * Exp. 6-30-09 i Cl TY OF BAKERSFIELD ,Q 1501 TRUXTUN A VENUE qTF cIV1L BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION ls'l'?/ / OVERLAY ONLY COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS_ REPAIR ROADWAY IN AREAS INDICATED ON THE PLANS. �5 WA TER VA VE TO BE ADJUSTED BY OTHERS. © GAS VALVE TO BE ADJUSTED BY OTHERS. n7 CONTRACTOR SHALL INCORPORA 7E THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CON7ROL AND DETOUR PLANS SUPPLIED BY THE CITY OF BAKERSFIELD DESIGN ENGINEERING DIVISION. THE CON7RACTOR SHALL CONFORM WITH THE CURRENT 'MUTCD ". ® U77LITY VAULT TO BE ADJUSTED BY OTHERS k W 5�A SCALE.' 1 " = 40' 001, _ W C- + W v— 1"0 0 Q M () 0 W z� —1 w w U (� Q W UW I 73c� File Name.•RESURF 07-08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K148 Engineer: JOE CATALAN Date: Oct. 23, 08 Checked By BRUNDAGE LANE FROM CHESTER AVENUE TO UNION AVENUE 9 OF 10 0 1 2 3 z Q Q Q W 0 M 0 Lli 1 0 J n 0 II Q 0 00 0 0 N t� N 0 U 0 a U) 00 0 1 rl0 LL- ry D LL.I ry U) a� a� U) U) Q) 00 00 F 1-110 z w LLJ z c� z w .. I I- 1O 00 = 02 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (YELLOW) 920 LF 7 U� � 04 INSTALL TYPE VII ARROWS 05 INSTALL '"BIKE LANE" AND ARROW MARKINGS 8 933 LF INSTALL DETAIL 1 OINSTALL DETAIL 8 08 INSTALL DETAIL 21 O9 Cf) DETAIL 27B r/ J` , J W DETAIL 28 GINSTALL DETAIL 31 % r INSTALL DETAIL 38 / f INSTALL W /1/ ' 1` ` ; 17 INSTALL DETAIL J9A 77t 7� INSTALL PAVEMENT MARKINGS (WH17E) 16 INSTALL PAVEMENT MARKINGS (YELLOW) W 3 15 SQFT Cn NOTE.• Type E Loops are 2J0' from Pedestrian Cross Walk -- __ FK -- 7 914 LF CONSTRUCTION NOTES : �1 MANHOLE TO BE ADJUSTED BY OTHERS WATER VALVE TO BE ADJUSTED BY OTHERS. F2 INSTALL FIRE HYDRANT MARKERS 6� GAS VALVE TO BE ADJUSTED BY OTHERS. AS SHOWN ON PLANS. �7 CONTRACTOR SHALL INCORPORATE THE INFORMA 77ON ❑3 CONS7RUCT ACCESS RAMPS & ADJACENT CURB ON THE PHASING PLAN INTO THE TRAFFIC CON7ROL AND GUTTER PER CAL7RANS STANDARD PLAN AND DETOUR PLANS SUPPLIED BY THE CITY OF A88A, CASE A. CONCRETE FINISHES SHALL , BAKERSFIELD DESIGN ENGINEERING DIVISION. 7HE FOLLOW CAL7RANS STANDARD SPECIFICATION CONTRACTOR SHALL CONFORM WITH THE CURRENT 73-1.06. "MUTCO" 0 CONSTRUCT ACCESS RAMPS & ADJACENT CURB UTILITY VAULT TO BE ADJUSTED BY OTHERS AND GUTTER PER CAL TRANS STANDARD PLAN D9 CONS 7RUCT TYPE A PASSAGE WA Y RSP A88A, CASE C. CONCRETE FINISHES SHALL PER CAL 7RANS STANDARD PLAN A88B FOLLOW CAL7RANS STANDARD SPECIFICA77ON CONCRETE FINISHES SHALL FOLLOW 73-1.06. CAL TRANS STANDARD SPECIFICA 77ON I � 1 13711S T r �4 LF 7 LO 4 C '. + LL BRUNDAGE LANEv. $ _ 7fj_ G fir; NOTE.• Outer lane striping width are measured from the Flow Line. 254 SQFT s I DOU Lr INSTALL 6' x 50' TYPE "C" LOOP 0 INSTALL 6' TYPE "E" LOOP ® ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29. H•ADJUST MANHOLE LID, FRAME, AND COVER PER C.O.B. DRAWING S-7. ffif•0• ADJUST CLEANOUT LID, FRAME, AND COVER PER C.O.B. DRAWING S-20. Fl-v. WATER VALVE TO BE ADJUSTED BY OTHERS GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW LEGEND OVERLAY ONLY COLD PLANE ROADWAY IN AREAS INDICATED ON THE PLANS_ REPAIR ROADWAY IN AREAS INDICATED ON THE PLANS. `V78 SQFT GENERAL NOTES : 1 ALL UNUSED, SALVAGED ELECTRICAL MA 7FRIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WAS7FWA7FR 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 U77LI TY LOCA TIONS SHOWN ARE APPROXIMA 7E ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS U77LI TY COMPANIES FINAL RESPONSIBILITY FOR L OCA 77NG U77LI77ES IN THE FIELD IS THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL 7RANS STANDARD PLANS DA 7FD MA Y 2006. 4 THE CONTRACTOR SHALL SEPARA7F ALL ASPHALT GRINDINGS FROM, AGGREGA 7E BASE & NA 77 VE MA 7ERIALS FROM THE ROADWA Y EXCA VA 770N. 7HE ASPHALT GRINDINGS SHALL BE MILLED TO J" IN SIZE OR LESS. THE ASPHALT GRINDINGS SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO 7HE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TD DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME 7HE PROPERTY OF THE CONTRACTOR. W� ZZ LjLj 44 QRpFESS/pN� DEAN C-0 r REGISTERED-_llll_NGI NEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD J'2 C1V 1501 TRUXTUN AVENUE '9TF 1�- BAKERSFIELD, CA 93301 OF CAt-�F REVISIONS No. DA TE DESCRIPTION 1 7 / / W 25 SQFT f' 9 112 LF Jam:" ® BAKERSFIELD FIRE STATION NO. 6 O CD O ,� W L / Q O J W W z_M —I W Ld = U) L CITY OF BAKERSFIELD, CALIFORNIA STRIPING NOTES : 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 02 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (YELLOW) 03 INSTALL TYPE IV ARROWS 04 INSTALL TYPE VII ARROWS 05 INSTALL '"BIKE LANE" AND ARROW MARKINGS 06 INSTALL DETAIL 1 OINSTALL DETAIL 8 08 INSTALL DETAIL 21 O9 INSTALL DETAIL 27B 10 INSTALL DETAIL 28 GINSTALL DETAIL 31 12 INSTALL DETAIL 38 13 INSTALL DETAIL J9 14 INSTALL DETAIL J9A 15 INSTALL PAVEMENT MARKINGS (WH17E) 16 INSTALL PAVEMENT MARKINGS (YELLOW) O CD O ,� W L / Q O J W W z_M —I W Ld = U) L CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.•RESURF 07-08 Drawn: JOE CATALAN 2007/2008 FEDERAL FUNDED RESURFACING VARIOUS STREETS BRUNDAGE LANE FROM CHESTER AVENUE TO UNION AVENUE Job No.: T8K148 Engineer. JOE CATALAN Date: Oct. 2J, 08 Checked By. 40' SHEET NO. 10 OF 10