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HomeMy WebLinkAbout6.1-1630 Record DrawingIS w -0 — OH TV M. H. 0 P. P. Au LIST OF DRA WINGS SHEE T I TI TL E SHEE T SHEET 2 DETAILS SHEE T 5 SEC TIONS SHEE T 4 RE -CONSTRUCTION PHASING SHEET 5 OVERLAY/LEVELING COURSE LAYOUT SHEET 6 TRAFFIC LOOPS/STRIPING LAYOUT ra Am, ill I I lll� CITY OO F BA : ERSFIELD RESURFACING VARIOUS STREETS IN THE Cl Y OF BAKERSFIELD F Y 219� 0�7� `11111 liliq 11 08 DESCRIP TION: TOP OF CURB BCR AT SOUTHEAST CORNER OF CALLOINA Y DRI VE A ND SEA BECK DRI VE. ELEV= 380.00 DA SIS OF BEARING DESCRIP TION: STREET CENTERLINE FROM MONUMENT 500 FEET NORTH OF ROSEDALE HIGHWAY TO THE INTERSECTION OF CALLOWAY DRIVE AND MEACHAM ROAD. BEARING: N00'28'31" E 1)1STANrF- .214q q.51 CITY STANDARDS 5-1 S-7 (P.C.C. SLAB) SW -9 S-29 (P.C.C. SLAB) S-40 T-19 STATE STANDARDS A20A A20D A24A A24E ES -5A ES -5B ES -5D A88A CONVENTIONAL SYMBOLS .......... ........ ...................................... .. ............ .. . .......................... ........... EA SEMEN T EXIS T CURB & OU T TER RIGH T- OF- WA Y EXIST. A. C. FL 0 WL INE -------- CEN TERL INE EXIST EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMDOLS - EXIS T , WA TER L INE - EXIS T CA S LINE - EXIST A ERIA L LINES POWER LINE - EXIST UNDERGROUND TV CABLES PHONE LINE - EXIST OIL LINE MANHOLE POWER POLE EXISTING MONUMENT FU TURF MONUMEN T STREET LIGHT STREET LIGHT WIMAST ARM CLEAN OUT ^^F H. 006 W.M. W.V. N G.M. G.V. s EXIST SEWER LINE SD EXIST STORM DRAIN E EXIST UNDERGROUND LF POWER LINE T EXIST UNDERGROUND 40 PHONE LINE F 0 EXIST FIBER OPTIC LINE FIRE H YDRA N T WATER METER WATER VALVE GA S ME TER GAS VALVE BENCHMARK A U TO SCOPE PRE-EMPTION DEVICE SACIUMENTO 9 GALLOWAY DR/VE A' SAN F]UNCISCO ROSEDALE HWY TO MEACHAM RD 0 Ffi 9- 09 (124) 2 O� . ... ... .. .... . . ..... 18 HAGS' N R0 -E-- F- -E C PRO 7 ffll�a, a NOT TO SCALE FINAL PAY QUANTITIES NOT FOR BIDDING PURPOSES DESCRIP TION UNI T O T Y D TL 9 (PAIN T) LF 7 ,891 DTL 21 PAINT LF 40 D TL 22 (PAIN T) LF 884 DTL 378 (PAINT)-- LF 310 D TL 38 (PAIN T) LF 2,350 D TL 38A (PAIN T) LF 493 DTL 39 (PAINT) LF 4,668 DTL 40A (PAINT) LF 110 MARKINGS _(PAINT) LF 2,650 MARKERS (BLUE ) I EA 8 [H] CITY ©F BA ;ERSFIELD LOS ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE. - THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CZ-4SS 4 NO TE.3 - THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. TRAMC- ENGINEERING DATE U�- RESURFACING VARIOUS STREETS NO IN THE CITY OF BAERSFIELD FY 2007-08 CALLOWA Y DRIVE Q) ftf PAft r- ROSEDALE HWY 0 MEACHAM ROADOF 6 SHEETS 0 1 2 3 _ - J o LL PROJECT LENGTH c 0.50 MILES UW: .AFPFI')RC>VAEAD O'Y--, U. Q) RA M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE W PUBLIC WORKS DIRECTOR QRpFESS DEAN APPROVAL RECOMMENDED BY: c') Lu cy- C 46803 Exp. 6-30-09 Lu C't ASSISTANT PUBLIC X-ORKS DIRECTOR L DATE clv4 OF C AL :-3 -ENGINEER O CIVIL IV -DE SI N ENGINEERING DATE 0 Z TRAMC- ENGINEERING DATE U�- RESURFACING VARIOUS STREETS NO IN THE CITY OF BAERSFIELD FY 2007-08 CALLOWA Y DRIVE Q) ftf PAft r- ROSEDALE HWY 0 MEACHAM ROADOF 6 SHEETS 0 1 2 3 s-_• BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: 5' WIDE AT CURB AND GUTTER 4' A T CURB ONL Y BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING a END DETAIL 39 AT 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 200' TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS WHEN FH Wl THIN 10' OF CURB RETURN ■ F.H. MISC STREEIr STRIPING/FIRE HYDRANT MARKER DETAILS WHI TE PA VEME N T MARKNG DETAIL 39 WHI TE PA VEME N T MARKINGS ER STD PLANA 4D 1. 75' 0.5' 5' OR AS NO TED PLO PLA .S Tn 'lna_ - - a BINEI�� � ECR PAVEMENT MARKING DETAIL Y OF -BAKERSFIELD, 1"=10' ter-- TRAFFIC FLOW ■ TRAFFIC FLOW --� TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS N. T. S. EXIS TING RAISED MEDIAN ISLAND f :.' k PLACE LEVELING COURSE PRIOR TO FINAL 0VERLA Y COURSE - HYDRANT MARKER TRAFFIC STRIPE LO 0 VARIES 0'-5' APPROX. GRADE BREAK ' (Miiy r SCJ a 20' ASPHALT OVERLAY ■ F.H. ^ LEVELING COURSE DETAIL AT LEFT TURN POCKETS N. TS. —001 A 2% MAX 48" MIN x 0 O C i - SEE NO TES 10 AND 11 SEE NO TE 7 c\i SIDEWALK = OF SIDE EDGE LK AT ECR 5' TO LIP OF GUTTER ALLIGNMENT IF NO CONCRETE CURB AND GUTTER OCCURS CONDITION 'C' 40' 40' 5' 5' -I LOVERLA Y , V—GUT TER COLD PLANE CONDITIONS AT PRO IE MITS EXISTING RAISED MEDIAN ISLAND VARIES GRIND AREA 5' WIDE— (4, &V U NLESS OTHERWISE 0 NTS GRIND AREA WHERE OCCURS 0 20' ASPHAL T OVERLAY LEVELING COURSE WHERE OCCURS J� GRIND AREA WHERE OCCURS TYPICAL STREET IMPROVEMENTS DETAIL N. T. S. N. TS QRpFESS/ON pEAN Q= C m REGISTERED Cl VIL INFER C46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1507 TRUXTUN A VENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CALF EXISTING STREET SECTION NOTES MEACHAM ROAD: EAST LIMITS OF CALLOWA Y DRIVE: RECORD INFORMA TION INDICA TES PA VING SECTION OF 0.25' TYPE'B" OVER 0.50' CL 2 AGG. BASE OVER 0.75' NATIVE COMPACTED TO 95q (TRACT 5445) CALLOWAY DRIVE: 160' SOUTH OF SEABECK AVE TO MEACHAM RD (EAST HALF)— RECORD INFORMA TION INDICA TES PA VING SECTION OF 0.44' TYPE"B" OVER 0.50' CL 2 AGG. BASE OVER 1.56' NATIVE COMPACTED TO 95%. (TRACT 5445) 12' EA CH SIDE OF THE CEN TER OF S TREE T - FIELD INFORMA TION INDICA TE APPROXIMA TEL Y 3" OF A. C. OVER OVER COMPA C TED SOIL (KERN COUNTY ROAD) 12' TO 16' FT WIDE ADJACENT TO THE EAST AND THE WEST CURB AND GUTTERS FROM ROSEDALE HIGHWAY TO FLUSHING QUAIL DRIVE— RECORD INFORMATION INDICATES PAVING SECTION OF 0.44' TYPE'B" 0.42' A.C. OVER 0.40' (COB FILE 6.1-701,3) Tl- 9.0 R VALUE= 58 File Name:7.OWG Drawn: JAF RESURFACING VARIOUS STREETS IN THE CITYOF BAKERSFIELD FY 2007-08 SHEET NO. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK013K017 Design Eng: JAF GALLOWAY DRIVE—ROSEDALE HWY TO MEACHAM RD Date: JUNE 2008 Checked By. DETAILS/ EXISTING STREET SECTI&V NOTES 2 OF 6 RETURN RECONSTRUCTION TABLE SYM SIDEWALK CURB/GUTTER CURB RAMP TYPE 000000000 COMMENTS RAO FT SF TYPE LF R1 1 20 216 1 B 34 A GRADE BREAK WITHIN RETURN R2 1 20 216 1 34 109 MAX Ca? GUTTER FL SURFACE FLOW TO BUSINESS R3 30 437 47 ROUNDED FL OW TO SEABECK DR. R4 30 442 48 FLOW TO SEABECK DR. R5 30 1574 1 52 FLOW TO MEACHAM DR. R6 1 30 1489 50 ADJ. TO CATCH BASIN N. TS QRpFESS/ON pEAN Q= C m REGISTERED Cl VIL INFER C46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1507 TRUXTUN A VENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CALF EXISTING STREET SECTION NOTES MEACHAM ROAD: EAST LIMITS OF CALLOWA Y DRIVE: RECORD INFORMA TION INDICA TES PA VING SECTION OF 0.25' TYPE'B" OVER 0.50' CL 2 AGG. BASE OVER 0.75' NATIVE COMPACTED TO 95q (TRACT 5445) CALLOWAY DRIVE: 160' SOUTH OF SEABECK AVE TO MEACHAM RD (EAST HALF)— RECORD INFORMA TION INDICA TES PA VING SECTION OF 0.44' TYPE"B" OVER 0.50' CL 2 AGG. BASE OVER 1.56' NATIVE COMPACTED TO 95%. (TRACT 5445) 12' EA CH SIDE OF THE CEN TER OF S TREE T - FIELD INFORMA TION INDICA TE APPROXIMA TEL Y 3" OF A. C. OVER OVER COMPA C TED SOIL (KERN COUNTY ROAD) 12' TO 16' FT WIDE ADJACENT TO THE EAST AND THE WEST CURB AND GUTTERS FROM ROSEDALE HIGHWAY TO FLUSHING QUAIL DRIVE— RECORD INFORMATION INDICATES PAVING SECTION OF 0.44' TYPE'B" 0.42' A.C. OVER 0.40' (COB FILE 6.1-701,3) Tl- 9.0 R VALUE= 58 File Name:7.OWG Drawn: JAF RESURFACING VARIOUS STREETS IN THE CITYOF BAKERSFIELD FY 2007-08 SHEET NO. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK013K017 Design Eng: JAF GALLOWAY DRIVE—ROSEDALE HWY TO MEACHAM RD Date: JUNE 2008 Checked By. DETAILS/ EXISTING STREET SECTI&V NOTES 2 OF 6 0000 000000000 0000 f 000 x 00 0% MAX C� 0000 0 °00000 00 C) 0000C � OOOOOOO 109 MAX Ca? GUTTER FL TOP OF RAMP 48 MIN CURB — 000000 D000000 oOOOOO 000000 000000 OOOOOOC 000000 000000 CURB • ROUNDED SEE NOTE 9 2q MAX LIP OF UTTER A 8.339' MAX TRANSITION OF 5% SLOPE @ TRANSITION OF SEE CAL TRANS STD DETAIL SHEET SECTION A - A " " A88A REV JUL 2008 FOR ALL GUTTER LIP GUTTER" GUTTER LIP REFERENCES TO NOTES. *CROSS SLOPE OF GUTTER SHALL BE ACHIEVED BY MODIFYING THE LIP CAL TRANS CURB RAMP DETAIL — CASE A AND NOT THE FL 0 WL INE. N. TS QRpFESS/ON pEAN Q= C m REGISTERED Cl VIL INFER C46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1507 TRUXTUN A VENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CALF EXISTING STREET SECTION NOTES MEACHAM ROAD: EAST LIMITS OF CALLOWA Y DRIVE: RECORD INFORMA TION INDICA TES PA VING SECTION OF 0.25' TYPE'B" OVER 0.50' CL 2 AGG. BASE OVER 0.75' NATIVE COMPACTED TO 95q (TRACT 5445) CALLOWAY DRIVE: 160' SOUTH OF SEABECK AVE TO MEACHAM RD (EAST HALF)— RECORD INFORMA TION INDICA TES PA VING SECTION OF 0.44' TYPE"B" OVER 0.50' CL 2 AGG. BASE OVER 1.56' NATIVE COMPACTED TO 95%. (TRACT 5445) 12' EA CH SIDE OF THE CEN TER OF S TREE T - FIELD INFORMA TION INDICA TE APPROXIMA TEL Y 3" OF A. C. OVER OVER COMPA C TED SOIL (KERN COUNTY ROAD) 12' TO 16' FT WIDE ADJACENT TO THE EAST AND THE WEST CURB AND GUTTERS FROM ROSEDALE HIGHWAY TO FLUSHING QUAIL DRIVE— RECORD INFORMATION INDICATES PAVING SECTION OF 0.44' TYPE'B" 0.42' A.C. OVER 0.40' (COB FILE 6.1-701,3) Tl- 9.0 R VALUE= 58 File Name:7.OWG Drawn: JAF RESURFACING VARIOUS STREETS IN THE CITYOF BAKERSFIELD FY 2007-08 SHEET NO. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK013K017 Design Eng: JAF GALLOWAY DRIVE—ROSEDALE HWY TO MEACHAM RD Date: JUNE 2008 Checked By. DETAILS/ EXISTING STREET SECTI&V NOTES 2 OF 6 BEGIN FULL DEPTH RECONSTRUCTION CAULOWAY SECTION 3NJ - NORTH OF ROSEDALE HWY LEGEND (PLAN) 0 VERL A Y ONLY RECONS TRUC TION GRIND ANDH' RAISE MANHOLE OVERLAY F® TO FINISH GRADE Y 0.20 MA TCH EXISTING rR6 2 �I W.V. Y DR INTERSECTION- AT MEACHAM RD CITY O BAKERSFIELD, CALIFORNIA 40 LF _._...... _._. -------XfS-TING}-f'4ISEfl--------------- --�--- MEDIAIU ISLAND EX S) 15' SA WCU T LINE 35+' TIE—IN Z O O EX ROAD WAY 1717/ ///i 0.20' GRIND nni -rr,nnf� All RESURFA CE L IMI TS �--- TEMP A. C. TO BE PL ACED FOR TRA FFI C AND REMOVED PRIOR TO A.C. OVERLAY �h M -U r carve 0.20' TYPE 'A' A. C. OVERLA Y 0.45' TYPE 'B' A. C SECTION 0.65' RECONSTRUCTION CROSS SECTION 2 CALLOWAY DRIVE S TREE T CEN TERL INE 30' CROWN STRAIGHT GRADE :11 77 - f EXISTING RAISED MEDIAN NORTH AND SOUTH OF IN TERSEC TION //__oFINAL 0 VERL A Y TO MATCH EXISTING FINISH SURFACE AT RAISED MEDIAN ISLANDS GRIND ADDITIONAL ASPHALT SURFACE TO REMOVE EXCESSIVE CRO WN STRAIGHT GRADE -77 _ 0.20' TYPE 'A' THICKNESS OF A. C. 0VERL A Y GRIND VARIES TEMP A.C. TO BE PLACED FOR TRAFFIC AND REMOVED / PRIOR TO A.C. O VERL A Y B CROSS SECTION v � Q) � N O Qj 40' 1EX RAISED MEDIAN EX PA VING SECTION TEMP. A. C. TO BE PLACED FOR TRA FFI C. TO BE REMOVED PRIOR T6-- 0 VERL A Y SCALE: 1 "=,30' PUBLIC WORKS DEPARTMENT Z 0 ooFESS/pN DEAN '_;474:n • Cl) �O w Q m REGISTERED Cl VIL�--E GINEER � C 46803 � * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUEq� �lvi BAKERSFIELD, CA 93301 F OF CA1-�F� Z 40' 'RIND TIE -/A SA WCU T LINE NOT TO SCALE EX ROAD WA Y NOT TO SCALE 0.20' 0VERLA Y EX S TREE T SURFACE LEGEND (SECTION) TYPE A' A.0 0 VERL A Y TYPE 'B' A. C. 0 CONTROL POINT FOR GRINDING (0.40' DEPTH) 2 CROWN AREA OF O VERL A Y MEACHAM ROAD _ MATCH EXI S TING SURFACE GRADE S TREE T CEN TERL INE p z EXISTING S TREE T SURFACE 0.20' TYPE 'A' A. C. 0 VERL A Y �- O co EX RAISED MEDIAN FINAL FINISH SURFACE _ 40 MATCH FINISH SURFACE 0.20' TYPE 'B' A. C BASE COURSE TEMP. A. C. TO BE PL A CED FOR TRAFFIC. TO BE DESIGN CROSS SECTION I REMOVED PRIOR TO 0 VERL A Y NOT TO SCALE RESURFACING VARIOUS STREETS IN THE CITY OF BAKERSFIELD FY 2007-08 SHEET No. CALLOWAY DRIVE-ROSEDALE HWY TO MEACHAM RD RECONSTRUCTION SECT/ONS/DETAILS 3 OF 6 File Name. Calloway Dra wn: JA FL ORES Job No.: T3K107 Design Eng:JAFLORES Date: MAR 2006 Checked By a c 0 AUNTY 105' FL —FL NS R/W 31' WIDE 1 02LWDE I"` ------/ ----------- TRAFFIC FLOW NJ 2 51 2' W/D£ C LL O WA Y DRIVE- PHASE A RECONSTRUCTION SCALE: 1"-30* f-- -- -- - - -- i--.-__ Q Wi N Ln LEGEND S TREE T RECONS TRUC TION 1 OPEN TO TRAFFIC DURING PHASE "A" CONSTRUCTION 2 CLOSED DURING PHASE "A" CONS TRUC TION 27' WIDE 1 RAFFIC FL 0 W s 4 -.-.-.-.--.-._-----------�-------------- - MEDIAN ISLAND END OF ECONS TRUC TION SEE "OV RLA Y PLANS" 1,5 17' WIDE 1 F III F 2 31 ' WIDE 30.5'W/DE _.r TRAFFIC � 10 1 1 12 FLOW 13 4 ---- - ---- -- -- ----r ---------- --------------- ----- 52' WIDE 1 / 22' WIDE LEGEND ALL O WA Y DRIVE- PHASE B RECONSTRUCTION/ / / STREET RE ONSTR CTION Lill SII CITIY OF BAKERSFIELD, CALIFORNIA TRAFFIC �_ a � FL 0 W 2 C U SCALE: 1 "=30' 1 OPEN TO TRAFFIC DURING PHASE "B" CONSTRUCTION 2 CLOSED DURING PHASE "B" CONS TRUC TION File Name: collowo Drawn: JAFLORES Job No.: T3K107 Design Eng:JAFLORES PUBLIC WORKS DEPARTMENT Date: MAR 2006 Checked By ---------------------------- MEDIAN -------------------MEDIAN ISLND 17' W E 1 _ ---- EW "RECONSTRUCTION SEE "0 VERL A Y PL A NS " MERGE TRAFFIC A S NEEDED QRpFESS/pN� pEAN �, F CO REGISTERED CIVIENGINEER � C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9T �IvtiL �� BAKERSFIELD, CA 93,301 F OF CA - TRAFFIC PHASING SHOWN ON THIS /S DURING DURING THE FULL DEPTH STREET RECONSTRUCTION ONLY. SEEOVERLAY SHEETS FOR LIMITS C LLOWA Y DRIVE RESURFACE 2004 TRAFFIC VOLUMES S TREE T L OCA TION VOLUME CALLC WAY DRIVE SOUTH OF ROSEDALE HWY 21, 925 CALL WAY ORI VE NORTH OF ROSEDALE HWY 27, 975 CALL 0 WAY DRIVE NORTH OF ROSEDALE HWY 21,075 ROSE ALE HWY WEST OF CALLOWA Y DR 30,000 ROSE ALE HWY EAST OF CALLOWA Y DR 35,000 MEAC AM ROAD WEST OF CALLOWAY DR 7,550 EACH TRAF fC PHASE SHALL BE CLOSED FOR A MAXIMUM OF ONE ( 1) WO KING DAY, TRAFFIC PHASING SHOWN ON THIS SHEET SHALL BE FOR NIGHT TIME CONS TRUC TION. TRAFFIC SHALL BE RETURNED TO EXISTING L A YOU T DURING DAYTIME HOURS RESURFACING VARIOUS STREETS IN THE CITY O ,BAKERSFIELD FY 2007-08 SHEET NO. CALL OWAY DRIVE—ROSEDALE HWY TO MEACHAM RD 4 OF 6 STREET RECONSTRUCTION PHAgING C 1.0' DEPTH RECONSTRUCTION 0.80' A.C. SECTION 0.20' A.C. O VERL A Y CALL O WA Y DRIVE 0.20' A.C. 0 VERL A Y 40' GRIND Q M.H. 4 _ S TREE T R/W 15' S TREE T R/W 0 W L --J N � ° I '` _ S TREE T R/W vR9 SCALE 1 "= 40' INSTALL CITY FURNISHED W74(CA) SIGN "THRU TRAFFIC MERGE RIGHT" (STD 48" SIGN) AT STA 15+ 75 11 I�►\�\����,� ���\ri1- -,-�a .U. _��aOa•.�.�a�..�.A.�O.�... �w♦� .�-..�I�i.�i�lslw�►.►�w�ii1��mm4�I.�®�♦����rr®♦O���r�•�r�a.�:♦r�.r����r.2♦.2.:♦.�•.�A��!w��!a�®w����9�i!!•a��•2�."i�'=��i�♦®�•�r''aiA�w�'i.♦i'�'�!. ♦�'+.r'y�w r�a�0�'�.�0'�'�®'� .��4v -�-� • w ww � mA A � ♦ d'�y.�.♦i4���i�G�•i�!♦�w6!�..0!��1���.s7LI��i�® ♦ �� �r �y 14 ul� 8 1maloSIX01 " x0l %�N' I IN I ♦ . 111 �M,6 Nk"Im III II I I\\I III I I II I I �! ..♦.w!.!s Ai..li•J.il+Ol�!�w_�OA!* e!tii2� �v'e ��•♦♦♦♦iJ�i♦i�♦ .♦i ♦♦iMii ♦,�• .i►�iP ♦ O� • r ' I I VIII ♦.♦...�►. ♦a. .�...a.www.!E♦... 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O VERL A Y CALL O WA Y DRIVE 0.20' A.C. 0 VERL A Y 40' GRIND Q M.H. 4 _ S TREE T R/W 15' S TREE T R/W 0 W L --J N � ° I '` _ S TREE T R/W vR9 SCALE 1 "= 40' INSTALL CITY FURNISHED W74(CA) SIGN "THRU TRAFFIC MERGE RIGHT" (STD 48" SIGN) AT STA 15+ 75 11 I�►\�\����,� ���\ri1- -,-�a .U. _��aOa•.�.�a�..�.A.�O.�... �w♦� .�-..�I�i.�i�lslw�►.►�w�ii1��mm4�I.�®�♦����rr®♦O���r�•�r�a.�:♦r�.r����r.2♦.2.:♦.�•.�A��!w��!a�®w����9�i!!•a��•2�."i�'=��i�♦®�•�r''aiA�w�'i.♦i'�'�!. ♦�'+.r'y�w r�a�0�'�.�0'�'�®'� .��4v -�-� • w ww � mA A � ♦ d'�y.�.♦i4���i�G�•i�!♦�w6!�..0!��1���.s7LI��i�® ♦ �� �r �y 14 ul� 8 1maloSIX01 " x0l %�N' I IN I ♦ . 111 �M,6 Nk"Im III II I I\\I III I I II I I �! ..♦.w!.!s Ai..li•J.il+Ol�!�w_�OA!* e!tii2� �v'e ��•♦♦♦♦iJ�i♦i�♦ .♦i ♦♦iMii ♦,�• .i►�iP ♦ O� • r ' I I VIII ♦.♦...�►. ♦a. .�...a.www.!E♦... 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DERREL 'S STORAGE EN TRA N CE _i is CITY 0.20' GRIND AND OVERLAY TO PROVIDE POSI TI VE SURFACE RUNOFF TO CURB AND GUTTER IF BAKERSFIELD, CALIFORNIAFL ORES 0.20' PUBLIC WORKS DEPARTMENTFile Job No Ncme: TJK1/-.Design 07 ay DesigJAEn g: JAFL AFLOR ORES Date: DEC 2007 Checked By REVISIONS No. DA TE D'SCR IP TION z z w m 00 J O OQ + N Z �N CITY 0.20' GRIND AND OVERLAY TO PROVIDE POSI TI VE SURFACE RUNOFF TO CURB AND GUTTER IF BAKERSFIELD, CALIFORNIAFL ORES 0.20' PUBLIC WORKS DEPARTMENTFile Job No Ncme: TJK1/-.Design 07 ay DesigJAEn g: JAFL AFLOR ORES Date: DEC 2007 Checked By REVISIONS No. DA TE D'SCR IP TION z 00 J O ------------ ----- ----- ------------ Q_ U W r, U) F� QROFESS/pN q pEAN � REGISTERED Cl V NGINEER (D � C 46803 * Exp. 6-30-09 CITY OF BA KERSFIEL D s� ��- 7507 TRUX TUN AVENUE qT C/VI\- BAKERSFIELD, CA 93,307 F OF CAl- SHOPPING C N TER EN TRA N CE R2 I �I ii 2 2 to \F -j00 LQC) UW [� Z J Q LEGEND GRIND AREA AND TYPE 'A' 0 VERL A Y yt'y4'tE ',`,t`,`,J%LEVELING COURSE AND 0VERLA Y RECONS TRUC TION W/ 0.20' TYPE 'A' O VERL A Y 0.20' TYPE 'A' A.C. OVERLA Y _,I,_J: R7 SEE "CURB RECONSTRUCTION TABLE" SEE "CALLOWAY DR 2 SECTION A T MEA CRAM RD" 10 SHEET 3 1�REMOVE EX/STIN STRIPING (100 L;) �r ni 4163 DTL 40A j (110 LF) w w w � w 9 V- 1`O N w w V - - - - - -� SEE TABLE A/ / THIS SHEET —I REMOVE DR 40A (121 LF) lb c lb CIT CAL TRANS 6x6 LOOPS (13 TOTAL)_ _ ............_...._-..............._................................_.._..._.... CAL TRANS MAGNETOMETER ( 1.- O O REL OCA TE U ER NEW LANES W N a M.H. INSTALL C/ TY FURNISHED Q Q a Z o • W74(CA) SIGN "THRU TRAFFIC --_�_ V O O MERGE RIGHT" (STD 48" SIGN) N Z D 7 38 (4 38 LF) 'Cw DTL 39 (198 LF) DTL 38 (330 LF) Ir w w DTL 38A (198 LF) j' 1 DTL 22 (480 LF) w ` or ® w .. �I DTL 19 ;(30 F) OFFSET c 4 RT 10+83.14 0.33' RT '' ZI E 2.13 RT W --� j c� 4.20' N 59.57' SEE PARABOLIC FLARE " .�, ., of of N Q TABLE" THIS SHEET. � ;tl, V `� d. ti 2 � STRIPE YELLOW BOTH D TL 3 of 40 2 O `�' N w Z O SIDE OF MEDIAN �Z Q �) ' J i L ri= lb c lb CIT CAL TRANS 6x6 LOOPS (13 TOTAL)_ _ ............_...._-..............._................................_.._..._.... CAL TRANS MAGNETOMETER ( 1.- O O REL OCA TE U ER NEW LANES W N a M.H. INSTALL C/ TY FURNISHED Q Q a Z o • W74(CA) SIGN "THRU TRAFFIC --_�_ V O O MERGE RIGHT" (STD 48" SIGN) N Z D 7 38 (4 38 LF) 'Cw DTL 39 (198 LF) DTL 38 (330 LF) Ir w w DTL 38A (198 LF) j' 1 DTL 22 (480 LF) w ` or ® w 405' FROM STA: 24+98.59 FRON T OF L OOPS ST MONUMEN T — — — — — D TL 39 (441 LF) _-... ...... :=3 J64L —— — w DTL 9 (442 LF) J62L — w w w Ea 6J4U 6J2U — — — DTL 38 21 (150 LF) 11 U - N 22 6/_---_. ...............2. —._.__..._...... _. – -_. y .....2.4_ .............. 24---- ............ ,C- ------------ _-- .._......... --........ _..... w 2120 — — — — — DTL 9 (443 LF)— OTL 38 (170 LF) 214U Eq 212E — — — — _ _DTL 9 (443 LF) _ 214L A — 213U D TL 39 (430 LF) 213L Z : �. 42, W -- AT STA 15+ 75 ^ Q j 12 O TL 39 (40 LF)- _ DTL 9 l6 LF) DTL 39 (400 LF) w 10.5 D rL 3_7B (250 LF) _ — — — — — — w — 0.5 -' — — DTL 9 (367 LF) — w - w 4 w — RAISED_ ------ ------- --- ddl----------------- - ----}-----------_---------- __----------MEDIAN �}------------------------------ --_-_--------- - --- _.-}---------------- ------------- ------- --- --------------- ------- �j-TL — � 212U DTL 9 (714 LF) w — _ D TL 212E [�" DTL 9 (l l0 LF) DTL DTL 39 (6 70 LF) — OTL - __..........................................................................._......_................,..,............. ....................._-.... ............,................... d 1,50 T ----------------- 38A (130 LF) t== 38A (130 LF) 39(117 LF) D TL 39(MfEff� 0 eRpFESS/pN� pEAN w �� L' m REGIS, I lL ENGINEER 0 4680370 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C�V�� BAKERSFIELD, CA 93,301 cp'- UILLER • .. �I DTL 19 ;(30 F) OFFSET 10+73.14 4 RT 10+83.14 0.33' RT '' ZI E 2.13 RT W --� j IV V 4.20' W 59.57' SEE PARABOLIC FLARE " .�, ., of of N Q TABLE" THIS SHEET. � ;tl, V `� d. ti 2 v STRIPE YELLOW BOTH D TL 3 of 40 2 O `�' N w Z " SIDE OF MEDIAN �Z Q �) ' J i I 214L .. 0 TL 9 (35 LF) -W tozto +m+ �- J X � 213L 00 Z +m+ 405' FROM STA: 24+98.59 FRON T OF L OOPS ST MONUMEN T — — — — — D TL 39 (441 LF) _-... ...... :=3 J64L —— — w DTL 9 (442 LF) J62L — w w w Ea 6J4U 6J2U — — — DTL 38 21 (150 LF) 11 U - N 22 6/_---_. ...............2. —._.__..._...... _. – -_. y .....2.4_ .............. 24---- ............ ,C- ------------ _-- .._......... --........ _..... w 2120 — — — — — DTL 9 (443 LF)— OTL 38 (170 LF) 214U Eq 212E — — — — _ _DTL 9 (443 LF) _ 214L A — 213U D TL 39 (430 LF) 213L Z : �. 42, W -- AT STA 15+ 75 ^ Q j 12 O TL 39 (40 LF)- _ DTL 9 l6 LF) DTL 39 (400 LF) w 10.5 D rL 3_7B (250 LF) _ — — — — — — w — 0.5 -' — — DTL 9 (367 LF) — w - w 4 w — RAISED_ ------ ------- --- ddl----------------- - ----}-----------_---------- __----------MEDIAN �}------------------------------ --_-_--------- - --- _.-}---------------- ------------- ------- --- --------------- ------- �j-TL — � 212U DTL 9 (714 LF) w — _ D TL 212E [�" DTL 9 (l l0 LF) DTL DTL 39 (6 70 LF) — OTL - __..........................................................................._......_................,..,............. ....................._-.... ............,................... d 1,50 T ----------------- 38A (130 LF) t== 38A (130 LF) 39(117 LF) D TL 39(MfEff� 0 eRpFESS/pN� pEAN w �� L' m REGIS, I lL ENGINEER 0 4680370 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C�V�� BAKERSFIELD, CA 93,301 cp'- UILLER • TABLE �I DTL 19 ;(30 F) OFFSET 10+73.14 0.25' RT 10+83.14 0.33' RT '' ZI E 2.13 RT W I b j 10+98.14 4.20' RT 59.57' D TL 3 0 D TL 3 �J 2/4U 1D TL 9 (35 LF) ^ i I 214L .. 0 TL 9 (35 LF) -W ~ W J � �- J X � 213L 00 Z _ -- �W W P. C. CONCRETE .-�-� ""�"�� `..._ �•t. __ _—_ RIGHT TURN LANE NTL 39 374 LF) — _ D TL 9 (4 75 LF) 0 TL 39 (110 LF) 212U _ 6J4L — — — — — — — _ _ DTL 9 (475 LF)LU 5 6J4U DTL 38 (193 LF)— — — — 212U — �. J _._._._._.__._._._. , _._._._._._._- ._._._._ ._. 28 212U } w 1I1La -f -_.-__._._._._._._____._._._._.___}.------__- -----------.-.- - -- - ----}----------------------.-.__ 1► - ------------}--- --- -- ---RAISED ►- I O DTL 9 (4 75 LF) DTL 38 (117 LF) W - w f w w D TL 9 (4 75 LF) — J D TL 39 (475 LF) W.............w............. w------------- -------------------------- ------------------------- ---- - --- TRAFFIC CONTROLLER TRAFFIC CONTROLLER �--0 TL -,811 8 1 (40 LF) I i- D TL 38 (40 LF) I -D TL 21 (40 LF D TL 38 (40 LF) 0 TL 38 (40 LF) LTi _;a fAS ir1 PARABOLIC FLARE TABLE STA OFFSET 10+73.14 0.25' RT 10+83.14 0.33' RT 10+88.14 2.13 RT 10+93.14 3.45' RT 10+98.14 4.20' RT TABLE A NOTE. MA TCH TO kXIS TING STRIPING. COORDINA TE STRIPING NORTH OF MEACHAM ROAD W/ TH CITY OF BAKERSFIELD TRAFFIC DIVISION (661.326.374). TYPE IV ARROW (PAIN T) (L OR R�l, ® RAISE CONC PAD f A BIKE LANE MARKING K SCA L E I "=40' File Name: collowa Drawn: JAFLORES - RESURFACING VARIOUS STREETS IN THE CITY OF BAKERSFIELD FY 2007-08 sHEET NO. OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job TJK107 Design Eng:JAFLORES CALLo - WAY DR/VE ROSEDALE HWY TO AAEACHAM RD Date: MAR 2008 checked 8y.- TRAFFIC LOOPS/ STRIPING LAYOUT 6 OF 6 G. • /6.30 CURVE TABLE SYM BEGIN STA OFFSET RAD DEL TA LENGTH �A 8+82.54 7.72' RT 1489.00' 02271'08" 52.47' ® 12+32.64 9.4' RT 1500.00' 0276'31" 59.57' NOTE. MA TCH TO kXIS TING STRIPING. COORDINA TE STRIPING NORTH OF MEACHAM ROAD W/ TH CITY OF BAKERSFIELD TRAFFIC DIVISION (661.326.374). TYPE IV ARROW (PAIN T) (L OR R�l, ® RAISE CONC PAD f A BIKE LANE MARKING K SCA L E I "=40' File Name: collowa Drawn: JAFLORES - RESURFACING VARIOUS STREETS IN THE CITY OF BAKERSFIELD FY 2007-08 sHEET NO. OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job TJK107 Design Eng:JAFLORES CALLo - WAY DR/VE ROSEDALE HWY TO AAEACHAM RD Date: MAR 2008 checked 8y.- TRAFFIC LOOPS/ STRIPING LAYOUT 6 OF 6 G. • /6.30