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HomeMy WebLinkAbout6.1-1671 Record DrawingLIST OF DRAW/NCS SHEE T 1 TITLE SHEET SHEET 2 DETAILS & ROADWAY SECTIONS SHEET 3 DEMOLITION PLAN SHEET 4 CONSTRUCTION PLAN BENCHMARK MONUMENT AT THE IN TERSEC TION OF STINE ROAD A T RIBBON GRASS DRIVE WAS USED AS THE BENCHMARK. ELEV= 346.81 NAD83 DA TUM CENTERLINE OF STINE ROAD BETWEEN THE MONUMEN T A T S TA. 14 + 4 7.42 TO THE MONUMEN T AT THE IN TERSEC TION OF STINE ROAD AT RIBBON GRASS DRIVE (STA. 22+91.28) WAS USED AS THE BASIS OF BEARING, NORTH 00° 34' 44" EAST CITY STANDARDS 5-1. S-3, i-19 STATE STANDARDS A 73 CONVENTIONAL SYMBOLS CITY OO F BA ; ERSFIELD Ilk :IN STREET IMPROVEMENTS: ST/NE ROAD NORTH OF TAF HIGHWAY EA SEMEN T — — — — — — — EXIST CURB & GUTTER -- RIGHT—OF—WAY--------------- EXIST A. C. FL0WLINE CEN TERL INE — — — EXIST EDGE OF PA VEMEN T 111111111111 1111"' RAILROAD TRACKS GUARD RAIL X CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMBOLS LOCATION MAP_ NOT TO SCALE I FINAL PAY QUANTITIES I ,EARr9W0igK (iZ0ADWAY F-x44VArX0M) ,I,Uq cy INSTALL TRAFFIC STRIPE, DETAIL 22 93 LF INSTALL TRAFFIC STRIPE, DETAIL 278 51 LF INSTALL PA VEMEN T MARKINGS, CROSSWALK 92 SF .. �✓rbw 4w �f-_3 S b 'o LJ w..roc w"«c.° f r P.......3 Job No.: T8K121 File Path: K: \LDD—ENGINEERING\T8K121—Stine Rd at Taft Highway Widening\dwg File Name: Stine— Taft— Wide— NorthEndOnl y. dwg NO C iS�2o 0 STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CL,4 SS 4 NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA. TOR x; SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Z PROJECT LENCTH 486± LINEAR FEET Q QRpFESS pEAN rrT1 � C 46803 * Exp. 6-30-11 CIV 1 OF CA�� 16.1-/ �j Q; 0 z APPROVED BY: Q �o RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: U} ASSISTANT PUBLIC WORKS DIRECTOR DATE W LQ CIVIL ENGINE PIV�nl, N ENGINEER114G DATE o Q. 7j Z TRAFFIC ENGINEERING DATE W 0 W N 1 ry STREET IMPROVEMENTS: of � STINE ROAD NORTH OF TAFT HIGHWAY 4 (� SHEETS 0 1 2 3 EXIST WA TER LINE s EXIST SEWER LINE W EXIST GAS LINE SD EXIST STORM DRAIN G EXIST AERIAL E EXIST UNDERGROUND OH LINES POWER LINE EXIST UNDERGROUND T EXIST UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 M.H. H MANHOLE o(D, FIRE H YDRAN T P.P.POWER W.M. -w POLE ❑ WATER METER W.V. ® EXI S TING MONUMEN T WATER VALVE G.M. FU TURE MONUMEN T ® GA S ME TER S. L. G. V. S TREE T LIGHT GAS VALVE S TREE T LIGHT W/MAST ARM i$ BENCHMARK C.O. CLEAN OUT INI— A U TO SCOPE © PRE— EMP TION DEVICE LOCATION MAP_ NOT TO SCALE I FINAL PAY QUANTITIES I ,EARr9W0igK (iZ0ADWAY F-x44VArX0M) ,I,Uq cy INSTALL TRAFFIC STRIPE, DETAIL 22 93 LF INSTALL TRAFFIC STRIPE, DETAIL 278 51 LF INSTALL PA VEMEN T MARKINGS, CROSSWALK 92 SF .. �✓rbw 4w �f-_3 S b 'o LJ w..roc w"«c.° f r P.......3 Job No.: T8K121 File Path: K: \LDD—ENGINEERING\T8K121—Stine Rd at Taft Highway Widening\dwg File Name: Stine— Taft— Wide— NorthEndOnl y. dwg NO C iS�2o 0 STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CL,4 SS 4 NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA. TOR x; SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Z PROJECT LENCTH 486± LINEAR FEET Q QRpFESS pEAN rrT1 � C 46803 * Exp. 6-30-11 CIV 1 OF CA�� 16.1-/ �j Q; 0 z APPROVED BY: Q �o RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: U} ASSISTANT PUBLIC WORKS DIRECTOR DATE W LQ CIVIL ENGINE PIV�nl, N ENGINEER114G DATE o Q. 7j Z TRAFFIC ENGINEERING DATE W 0 W N 1 ry STREET IMPROVEMENTS: of � STINE ROAD NORTH OF TAFT HIGHWAY 4 (� SHEETS 0 1 2 3 w 0 J w z Q m 0 w 0 J m 0 N I I 0 w i 0 z I Q) -a a i a� C c a� a 4- 0 a m Q) V) I N Y 00 0 z w w z z w I 0 0 J Old �B SIDEWALK 0.200% --LIP OF GUTTER 6" Min. I ------- 24' -------6.3' Min. 60-6� 1 1111 B DRIVE APPROACH DETAIL NOT TO SCALE -2'--6.125'. z 6" � 1/2" 8, S9,' 2% MAX. SECTION B -B NOT TO SCALE 30' 28' 4-12'± Q'S L :(4:I � z�W 1.-: Q') NEW F.G. Mar o' o� FXIS Nt G Q��� E.G. � Q 0 z V) 0 z v SHOULDER BACKING IrPAC -TED TO 907 TI VE COMPn7IOIf— -- -� 55'- Varies 5'-Varies 45' to 48' LQ QRpFESS/0N DEAN R9�1 REG/S T RED Cl VIL E GINEER Q.- C 46803 170 * Exp. 6-30-1,1 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA1.�F�� REVISIONS No. DA TE DESCR/P TION 05/24/2010 UPDATED WITH ADDENDUM No.1 2 / / 3 CONSTRUCT STANDARD 5.5' WIDE SIDEWALK r HINGE POINT 4 EMBANKMENT COMPACTED TO III 907 RELA TI VE _ COMPACTION v..w ,rn, r. COLD PLANE TO A DEPTH �i OF 0.20' AND LCOLD PLANE AND/OR PROFILE SIDEWALK CAP WITH 0.20' „ „ GRIND TO A DEPTH OF 0.20' TYPE B 0.45 TYPE B ASPHAL T CONCRETE OVER BELOW NEW FINISHED GRADE 0.200% ASPHAL T 1.75' CLASS 11 AGGREGATE BASE OVER 0.45' TYPE "B" ASPHALT CONCRETE OVER LIP OF GUTTER CONCRETE. CONSTRUCT LEVELING COURSE FLOWLINE 0.50 NATIVE GROUND COMPACTED TO AS NEEDED, AND CAP WITH 0.20' 1.75' CLASS Il AGGREGATE BASE OVER 959' RELATIVE COMPACTION (TYPICAL) TYPE "B" ASPHALT CONCRETE. 0.50' NA TI VE GROUND COMPACTED TO f. 2 6 957 RELATIVE COMPACTION (TYPICAL) z ST/NE ROAD ST/NE ROAD 6' Min.--�---5' -� 6.3' Min. �-- 6» rDROADWAYSECTION B2%MAX.ROA D WA YSEC T/ON Sq "'AXz STA. 23+ 17.63 TO STA. 23+35.63 NOT TO SCALE z STA. 18+87 TO STA. 23+ 17.63 NOT TO SCALE i 7 P d d . ACCESS RAMP DETAIL SECTION A -A NOT TO SCALE NOT TO SCALE 48' : 14' a -.--12'+ —►i 10' CHAIN LINK FENCE EXTENDED , o TO RIGHT OF WA Y LINE w o I 55 z ? W I CONSTRUCT 5,5' WIDE o ,,;o) NEW F.G. CONSTRUCT BREAKDOWN `` DRIVE APPROACH PER o 43't v I E. G. IN CURB AND GUTTER DETAIL ON THIS SHEET. �' EXISTING CHAIN LINK FENCE o f Q. I FOR DRIVE APPROACH o f NEW F.G. i RIGHT OF WAY LINE :: HINGE POINT J :::::::::::::w.. GR,gDF r sr(21 SIDEWALK `�" , �ii� GRADE r 1.40' MINIMUM CLASS H ! fr- CURB AND GUTTER W � �� AGGREGATE BASE COMPACTED w O <' -Oo ��� � TO 957 RELA TI VE COMPACTION 4 MODIFY CHAIN LINK EXISTING CURB AND GUTTER E FENCING SECTION O O O O I L=l-III o _ EXIST/NG PA VEMENTTlNG �- STA. 20+29.59 TO STA. 20+42.86 NOT TO SCALE `�' 0 0 0 0 0 0 o I -I I i -I I i -III PARKING LOT W z � � , � `"�' � COLD PLANE AND OR PROFILE 2 �"�.7., ��"; � `. �` � / GRIND TO A DEPTH OF 0.20' LEEBELOW NEW FINISHED GRADE, 7 �-0 --� CONSTRUCT LEVELING COURSE '- AS NEEDED, AND CAP WITH 0.20 / NA TI VE GROUND f O O .-_- TYPE B ASPHALT CONCRETE. 0 o COMPACTED TO-� I•�1 907 RELA TI VE (� .KK. EXISTING AGGREGA TE BASE fi ` COLO PLANE AND/OR PROFILE GRIND TO A DEPTH OF 0.20' COMPACTION `� I BELOW NEW FINISHED GRADE, CONSTRUCT LEVELING COURSE 0.45' TYPE "B" ASPHAL T CONCRETE OVER AS NEEDED, AND CAP WI TH 0.20' 1.75' CLASS 11 AGGREGA TE BASE OVER TYPE "B" ASPHALT CONCRETE. 0.50' NA TI VE GROUND COMPACTED TO 957 RELATIVE COMPACTION (TYPICAL) ST/NE ROAD ST/NE ROAD C ROADWAY SECTION A ROADWAYSECTION z STA.22+73.30 TO STA. 22+97.30 NOT TO SCALE 2 STA. 18+50 TO STA. 18+87 NOT TO SCALE DETAILS ANO 90APWAY ✓ECTIONS File Name:Stine- Taft- Wide-NorthEndOnl Drawn: S. L0WE STREET IMPROVEMENTS= STINE ROAD NORTH OF TAFT HIGHWAY SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K121 Engineer: S. LOWE Date: May. 24, 10 Checked By: V'' 2 OF 4 0 1 2 3 (31 z 0 z 10' O � W�� I zl O 31 z vl 1 NEW F.G. LQ QRpFESS/0N DEAN R9�1 REG/S T RED Cl VIL E GINEER Q.- C 46803 170 * Exp. 6-30-1,1 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA1.�F�� REVISIONS No. DA TE DESCR/P TION 05/24/2010 UPDATED WITH ADDENDUM No.1 2 / / 3 CONSTRUCT STANDARD 5.5' WIDE SIDEWALK r HINGE POINT 4 EMBANKMENT COMPACTED TO III 907 RELA TI VE _ COMPACTION v..w ,rn, r. COLD PLANE TO A DEPTH �i OF 0.20' AND LCOLD PLANE AND/OR PROFILE SIDEWALK CAP WITH 0.20' „ „ GRIND TO A DEPTH OF 0.20' TYPE B 0.45 TYPE B ASPHAL T CONCRETE OVER BELOW NEW FINISHED GRADE 0.200% ASPHAL T 1.75' CLASS 11 AGGREGATE BASE OVER 0.45' TYPE "B" ASPHALT CONCRETE OVER LIP OF GUTTER CONCRETE. CONSTRUCT LEVELING COURSE FLOWLINE 0.50 NATIVE GROUND COMPACTED TO AS NEEDED, AND CAP WITH 0.20' 1.75' CLASS Il AGGREGATE BASE OVER 959' RELATIVE COMPACTION (TYPICAL) TYPE "B" ASPHALT CONCRETE. 0.50' NA TI VE GROUND COMPACTED TO f. 2 6 957 RELATIVE COMPACTION (TYPICAL) z ST/NE ROAD ST/NE ROAD 6' Min.--�---5' -� 6.3' Min. �-- 6» rDROADWAYSECTION B2%MAX.ROA D WA YSEC T/ON Sq "'AXz STA. 23+ 17.63 TO STA. 23+35.63 NOT TO SCALE z STA. 18+87 TO STA. 23+ 17.63 NOT TO SCALE i 7 P d d . ACCESS RAMP DETAIL SECTION A -A NOT TO SCALE NOT TO SCALE 48' : 14' a -.--12'+ —►i 10' CHAIN LINK FENCE EXTENDED , o TO RIGHT OF WA Y LINE w o I 55 z ? W I CONSTRUCT 5,5' WIDE o ,,;o) NEW F.G. CONSTRUCT BREAKDOWN `` DRIVE APPROACH PER o 43't v I E. G. IN CURB AND GUTTER DETAIL ON THIS SHEET. �' EXISTING CHAIN LINK FENCE o f Q. I FOR DRIVE APPROACH o f NEW F.G. i RIGHT OF WAY LINE :: HINGE POINT J :::::::::::::w.. GR,gDF r sr(21 SIDEWALK `�" , �ii� GRADE r 1.40' MINIMUM CLASS H ! fr- CURB AND GUTTER W � �� AGGREGATE BASE COMPACTED w O <' -Oo ��� � TO 957 RELA TI VE COMPACTION 4 MODIFY CHAIN LINK EXISTING CURB AND GUTTER E FENCING SECTION O O O O I L=l-III o _ EXIST/NG PA VEMENTTlNG �- STA. 20+29.59 TO STA. 20+42.86 NOT TO SCALE `�' 0 0 0 0 0 0 o I -I I i -I I i -III PARKING LOT W z � � , � `"�' � COLD PLANE AND OR PROFILE 2 �"�.7., ��"; � `. �` � / GRIND TO A DEPTH OF 0.20' LEEBELOW NEW FINISHED GRADE, 7 �-0 --� CONSTRUCT LEVELING COURSE '- AS NEEDED, AND CAP WITH 0.20 / NA TI VE GROUND f O O .-_- TYPE B ASPHALT CONCRETE. 0 o COMPACTED TO-� I•�1 907 RELA TI VE (� .KK. EXISTING AGGREGA TE BASE fi ` COLO PLANE AND/OR PROFILE GRIND TO A DEPTH OF 0.20' COMPACTION `� I BELOW NEW FINISHED GRADE, CONSTRUCT LEVELING COURSE 0.45' TYPE "B" ASPHAL T CONCRETE OVER AS NEEDED, AND CAP WI TH 0.20' 1.75' CLASS 11 AGGREGA TE BASE OVER TYPE "B" ASPHALT CONCRETE. 0.50' NA TI VE GROUND COMPACTED TO 957 RELATIVE COMPACTION (TYPICAL) ST/NE ROAD ST/NE ROAD C ROADWAY SECTION A ROADWAYSECTION z STA.22+73.30 TO STA. 22+97.30 NOT TO SCALE 2 STA. 18+50 TO STA. 18+87 NOT TO SCALE DETAILS ANO 90APWAY ✓ECTIONS File Name:Stine- Taft- Wide-NorthEndOnl Drawn: S. L0WE STREET IMPROVEMENTS= STINE ROAD NORTH OF TAFT HIGHWAY SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K121 Engineer: S. LOWE Date: May. 24, 10 Checked By: V'' 2 OF 4 0 1 2 3 w O J W z Q U) m 0 Li O J n 3 O c w 0 z I a� I a I O i c 0 f a m a� 00 CDz W W z c� z w I 0 0 J _Ed : li- 11.;.1 N J- 2JJ QRpFESS/av DEAN R F I Q GIS FRED. 1, ENGINEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 REV/S/O/VS No. DA TE DESCRIPTION l "I ( 05/24/2010 UPDATED WITH ADDENDUM No.1 w w w w w w w , w w w w v `sl 4J Vr w 5 ; mons h w w w w w .. 4-" .r�!=•• II I��, •F�l•l! 'II W y wW y . u w y i yWw ,w v ww .v w RI T w0 F wA Y Lw I wA GEw w w w I Iww 'Sw' w w w ww - w ' ' . y td DEMOLITION /T/ 4;N, NOTES S�WC T LI;4z PGCE V�ULT2zoCUT LINE w w s w w �. 1❑ CONTRACTOR SHALLt REMOVE EXISTING CHAIN LINK U�� 3 w FENCE WHERE INDICA TED ON THE PLANS. =-8SAW❑o Wv^ FE EIC_L( SAWCUT LINE w T,4�11 TRACTOR SHALL .SAWCUTAND REMOVE EXISTING CON SIDEWALK'WHERE INDICATED' ON THE PLANS.TS 8 —®.— — All 0 FOOT WIDE GATES ELECTRICSTILL 90A0 Y w w3❑ CONTRACTOR SHALL `SA WCUT AND REMOVE EXISTING V— GUTTER' ; WHERE INDICA TED* ON THE PLANS. ®CONTRACTOR SHALL f SAWCUTr AND REMOVE EXISTING w w w w SCALE: 1"= 20' w w I I I PARKING LLT WHERE INDICATED ON THE PLANS 1 y 3 .1 1�� w j 5❑ FIRE HYDRANT AND,; PROTECTIVE BOLLARDS TO BE REL OCA TED BY OTHEfS __...__ L 6 CONTRACTOR SHALL REMOVE EXISTING TREES PER SPECIAL PRO VISIONS II 7❑ SEE SHEET 4 FOR ROADSIDE SIGN. I I I REL OCA TION NOTES. 8 PROTECT IN PLACE y ��. PEMOLMON LAN File Nome: Stine - Taft- Wide-NorthEn ne Drawn: S. LOWS STREET IMPROVEMENTS: STINE ROAD NORTH. OF TAFT HIGHWA Y SHEET No. CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K121 Engigineer: S. LOWS Date: May. 24, 70 Checked By �� JOF4 01, 2 w O 1 w z Q V) >- m 0 w F— F-- 0 m 0 N II 3 C O 0 c w 0 z I a� I w. 0 I 0 H 0 m U) i N MY W 0 z E w w z / v z LLI I 0 J 04 CONTRACTOR SHALL COLD PLANE AND/OR PROFILE GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.20 FEET BELOW NEW FINISHED GRADE, CONSTRUCT LEVELING COURSE AS NEEDED, AND CAP WITH 0.20 FEET OF TYPE "B" ASPHALT CONCRETE. SEE ROADWAY SECTIONS A-2 AND B-2 ON SHEET 2. KmCONTRACTOR SHALL EXCAVATE EXISTING MATERIAL TO A DEPTH OF 2.20' FEET, AND CONSTRUCT STRUCTURAL SECTION PER ROADWAY SECTIONS B-2, C-2 AND D-2 ON SHEET 2. CONTRACTOR SHALL SAWCUT 8, REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20' FEET, AND CONSTRUCT STRUCTURAL SECTION PER ROADWAY SECTIONS B-2 AND C-2 ON SHEET 2. CONTRACTOR SHALL SAWCUT 8, REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH LLLasa o ' FEET, OF I.00 EE AND BACKFILL CKFILL WITH CLASS 11 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION PER ROADWAY SECTION C-2 ON SHEET 2. � I i CONSTRUCTION NOTES: 1] CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1. 2l CONTRACTOR SHALL CONSTRUCT COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. 3� CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS PER SPECIAL PROVISIONS. ® CONTRACTOR SHALL INSTALL ROADSIDE SIGNS P_ER._ SPEClA&-PQO VI SI DNS RIO CONTRACTOR SHALL INSTALL FIFTEEN (15) 24" 80X TREES. NINE OF N VICH SHALL 8E PLANTED AT THE LOCATIONS SHONN ON THE PLANS. THE REMAINING SIX SHALL 8E PLANTED ON THE PANAMA ELEMENTARY SCHOOL CAMPUS AT LOCATIONS 91R£CZ0 8Y TH£ ENGINEER. THE TYPE OF TREE SHALL 8E CHINESE PMUCHF (PISTACIA CHINENSIS) Fl CONTRACTOR SHALL RELOCATE AND ADJUST IRRIGATION CONTROL YAL W ANO TIAL W BOX TO NFW FINISHED GRADE. U FIRE HYDRANT AND PROTEC IVE BOLLARDS TO B REL OCA TED BY OTHERS 1 © CONTRACTOR SHALL CONSTRUCT DRIVE APPROACH PER DETAIL ON SHEET 2. CONTRACTOR SHALL CONSTRUCT CASE "C" ACCESS RAMP PER DETAIL ON SHEET 2. ® CONTRACTOR SHALL EXTEND CHAIN FENCE AND GA TES OF ELECTRICAL MAIN SHUT OFF ENCLOSURE TO THE EAST RIGHT OF WA Y LINE OF STINE ROAD AS SHOWN ON THE PLANS. ® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. GENERAL NOTES: 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION 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 STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. SYMBOLS • INSTALL SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MAY 2006 STATE OF CALIFORNIA STANDARD PLAN A73C. STRIPING NOTES: O INSTALL 1' WIDE STOP BAR AND CROSSWALK MARKINGS (YELLOW PAINT) 2O INSTALL DETAIL 22 (PAINT) O3 INSTALL DETAIL 27B (PAINT) QROFESSipy OF -AN FIR ` w Q= G' rn EG/S FRED C 4 / 1 IVGINEEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q C1V1�- 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA\—\F REVISIONS No. OA TE I DESCRIP TION 17105/24/2010 (UPDATED WITH ADDENDUM No.1 471 / / File Name: Stine-Taft-Wide-NorthEndOnl Drawn: S. LOWE STREET IMPROVEMENTS- STINE ROAD NORTH OF TAFT HIGHWA Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TBK121 Engineer., S. LOWE Date: May. 24, 10 Checked By.- Vf"' 0 SHEET NO. 4 OF 4 2 3 a � i ! FL 0 INE O EXIS NG I f a I ; I ; CUR AND GUTTER I €I I STA. 2+ 17.648.00' RT i 1 46 STA. 18 87N 4 .95 R I eF CURE AND GUTTED? I I § g I I ; I I [ 4 1 t TO 8 ( I g [ S A. 18 97-4 .00' R E ( a � � CV � � � �� j 1'�1� 1 /1FILE+� ` � i E �30j � p File Name: Stine-Taft-Wide-NorthEndOnl Drawn: S. LOWE STREET IMPROVEMENTS- STINE ROAD NORTH OF TAFT HIGHWA Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TBK121 Engineer., S. LOWE Date: May. 24, 10 Checked By.- Vf"' 0 SHEET NO. 4 OF 4 2 3