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Home My WebLink About6.1-1714LIST OF DRA WINGS SHEET 1 G-01 TI TLE SHEET E SHEET 2 G-02 PROJECT INFORMATION EXIST UNDERGROUND SHEET 3 C-01 STREET IMPROVEMENTS PLAN AND PROF/LE STA T/ON 6+00 to 14+00 SHEET 4 C-02 STREET IMPROVEMENTS PLAN AND PROFILE STA TION 14+00 to 22+00 SHEET 5 _ C-03 STREET IMPROVEMENTS PLAN AND PROFILE STA TION 22+00 to 30+00 SHEET 6 ST -01 STR/P/NG AND SIGNAGE PLAN SHEET 7 ST -02 STRIPING AND SIGNAGE DETAILS BENCHMARK DESCRIPTION - FD SCRC BC B.M. LOCA AON - N 1/4 SEC 36 30/27. ELEV- 375.00 BASIS OF BEARING HOSK/NG AVE. S89 71 '40 "E B. O. B PER FILED MAP BK. 6 PG. 27 CITY STANDARDS • City of Bakersfie/d's Subdivision & Engineering Design Manual, latest edition STATE STANDARDS • State of California's Department of Transportation (Ca/trons) Standard Plans, 2010 edition • State of Californias Department of Transportation (Ca/trans) Standard Specifications, 2010 edition • State of California's Manua/ on Uniform Traffic Control Devices (CA MU TCD) CONVENTIONAL SYMBOLS EASEMENT - ..- EXIST. CURB & GUTTER - - - - RIGHT-OF-WAY ----------------------- EXIST. A.C. FLOWLINE CENTERLINE-Jh------ I-----d4L- EXIST. EDGE OF PA VEMENT HIM HHHHHHHHHHHH1111 RAILROAD TRACKS - - - GUARD RAIL x CHAIN LINK FENCE IMPROVEMENTS WOOD FENCE UTILITY SYMBOLS EX/ST WA TER LINE G EXIST GAS LINE OH EXIST AER/AL LINES Tv EXIST UNDERGROUND TV CABLES EXIST OIL LINE S EXIST SEWER LINE SD EXIST STORM DRAIN E EXIST UNDERGROUND UNIT OF MEASURE POWER LINE T EXIST UNDERGROUND 2, 085 PHONE LINE FO EXIST FIBER OPTIC LINE QS SANITARY SEWER MANHOLE FIRE HYDRANT GQ GAS LID Q WATER METER Q7 TELEPHONE MANHOLEpQ �. WATER VALVE Q STORM DRAIN MANHOLE G.M. GAS METER POWER POLE G.V. DQ GAS VALVE Q EXISNG MONUMEN T BENCHMARK S71?EET LIGHT W/MAST ARM NE- AUTO SCOPE ® ELECTR/CAL BOX SIGN POST ® MAIL BOX ® PRE -EMP TION DEVICE CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS HOSKING A VENLIE A T WIBLE ROAD STREET /M P11,R PROJECT NO.: T2K247 RTIF NO.: TDF B 728 8 TDF B445.7 STRAWBERRY o MEADOW CT I, WILLOW BASIN LN ESTIMA TED QUANTITY UNIT OF MEASURE REMOVE W STR/PES & PAVEMENT MARK/NGS 2, 085 GRANDVIEW LN EARTHWORK ROADWAY EXCA VA TION CALICO CY ROCK CT STRIPE BA CE ROCK LN 8 "LANE LINE) J,878 LF W STRIPE J °D BALANd � ROCK LN W ~ Q LF GRANITE Q ROCK CT � 241 � TRAFF/C STRIPE DETAIL 31 "TWO- WAY LEFT TURN LANE" 604 EAGLE (VALLEY PL TRAFFIC STRIPE DETAIL 38A "CHANNELIZING LINE") HOSKING AVENUE PA VEMENT MARK/NGS 255 SF 0 PROJECTwo Q TAPO RIDGE DR. LOCATION ZI DR U 1 v C1 o M a FLINT HILLS DR ALICE MEADOWS m ESPERANZA DR TAR SPRINGS AV SIERRA MEAD WS Cl- ~ Y LOCATION MAP_ Nor TO SCALE I FINAL PAY QUANTITIES Job No.: 60240372 File Path: S:\City of Bak4sfield\60240372 — Hosking Avenue at Wible Road Improvements\CAD\Planset File Name: S2498—G01—a.dwg STATE OF CALIFORNIA NOTE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-227-2600, 48 HOURS PR/OR TO START OF CONSTRUCTION. PROJECT LENGTH ONE HALF MILE ARRMC>V F0 BY: .W,/ RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12—If— PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT UB DIRECTOR CIVIL ENGINEER IV — SIGN EN ENGI STREET IMPROVEMENTS HOWIAO AVENUE AT WgX.E ROAD 5 L6 Vt CQ LL D N m LL I N N W Z w CL W Z DATE Q W J DATE Q DATE W Q 12-111 ;! . DATE STEM OF ESTIMA TED QUANTITY UNIT OF MEASURE REMOVE TRAFFIC STR/PES & PAVEMENT MARK/NGS 2, 085 SF EARTHWORK ROADWAY EXCA VA TION 5,000 CY TRAFFIC STRIPE DETAIL 8 "LANE LINE) J,878 LF TRAFFIC STRIPE DETAIL 27B "EDGE LINE" 655 LF TRAFFIC STRIPE (DETAIL 28 "MEDIAN ISLAND ") 241 LF TRAFF/C STRIPE DETAIL 31 "TWO- WAY LEFT TURN LANE" 604 LF TRAFFIC STRIPE DETAIL 38A "CHANNELIZING LINE") 626 LF PA VEMENT MARK/NGS 255 SF Job No.: 60240372 File Path: S:\City of Bak4sfield\60240372 — Hosking Avenue at Wible Road Improvements\CAD\Planset File Name: S2498—G01—a.dwg STATE OF CALIFORNIA NOTE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-227-2600, 48 HOURS PR/OR TO START OF CONSTRUCTION. PROJECT LENGTH ONE HALF MILE ARRMC>V F0 BY: .W,/ RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12—If— PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT UB DIRECTOR CIVIL ENGINEER IV — SIGN EN ENGI STREET IMPROVEMENTS HOWIAO AVENUE AT WgX.E ROAD 5 L6 Vt CQ LL D N m LL I N N W Z w CL W Z DATE Q W J DATE Q DATE W Q 12-111 ;! . DATE NO 1 OF 7 O SHEETS Z N O I E 0 Z 0 0 J Cn 3 (1l 0 0 00 N N 0 a O U N c o� E 0 E 0 0 Of0 cu 3 0 a> a 0 N n CD 0 N W O U, CO a 0:2 6 ;n m 0° o 00 �1� 0 N i vi w mX 1 2 3 4 5 6 7 8 GENERAL NOTES: STREET IMPROVEMENTS NOTES: 6. RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE REQUIRED AND ACHIEVED STORM DRAIN IMPROVEMENTS NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA, AND, « �� UNDER AND BENEATH THE CONCRETE SIDEWALK, CURB, AND GUTTER TO BE 1. CONCRETE CURB AND GUTTER SHALL BE TYPE B CURB AND GUTTER 1. ANY AND ALL TRENCHING, BACKFILLING, AND COMPACTION WORK SHALL BE MEASUREMENTS AT THE PROJECT SITE PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -1. INSTALLED (AGGREGATE BASE MATERIAL AND SUBGRADE). PERFORMED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -22. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF BAKERSFIELD OF ANY 2. CONCRETE RESIDENTIAL DRIVE APPROACHES SHALL BE CONSTRUCTED IN 7. THE CONTRACTOR SHALL INSTALL PAINT TRAFFIC STRIPING, MARKINGS, AND MARKERS 2. CONCRETE CATCH BASINS SHALL BE TYPE "A" CONSTRUCTED IN ACCORDANCE AND ALL VARIATION IN DIMENSION OR CONDITION THAT DIFFERS FROM THE ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -5, IN CONJUNCTION IN ACCORDANCE WITH THE STRIPING AND SIGNAGE DRAWINGS. WITH CITY OF BAKERSFIELD STANDARD DETAIL D-14. DIMENSION OR CONDITION AS INDICATED ON THESE DRAWINGS. WITH COMBINATION SIDEWALK. 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND 3. CONCRETE GUTTER DEPRESSIONS SHALL BE "IN GRADE SAG" CONSTRUCTED IN 2. EXISTING UTILITIES AND UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THESE VANDAL PROOF NUT ASSUMBLY OR EQUAL ROADSIDE SIGNS SHALL BE INSTALLED IN 3. CONCRETE SIDEWALK SHALL BE COMBINATION SIDEWALK CONSTRUCTED IN � ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL D-17. D DRAWINGS ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -8. ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL T-19, WITHIN AND 6 FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR SHALL BE RESPONSIBLE INCHES FROM THE BACK OF CONCRETE SIDEWALK. 4. CONNNECTION TO EXISTING STORM DRAIN (18—INCH RCP) WITH NEW STORM FOR VERIFICATION OF THE LOCATION AND DEPTH OF ANY AND ALL UTILITIES AND 4. STRUCTURAL PAVEMENT SECTION SHALL BE ASPHALT CONCRETE (5—INCH MINIMUM DRAIN (18—INCH RCP) SHALL BE FACILITATED WITH A CONCRETE PIPE COLLAR, UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. THE SECTION), AGGREGATE BASE MATERIAL (8—INCH MINIMUM SECTION), AND PREPARED CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL D-19. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A. SUBGRADE (18—INCH MINIMUM SECTION FOR PREPARATION), AND CONSTRUCTED IN 1-800-227-2600) A MINIMUM OF FORTY 1 EIGHT (48) HOURS PRIOR TO THE START ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -14. OF CONSTRUCTION. 5. EDGE OF ROADWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF 3. ANY AND ALL EXISTING UTILITIES AND/OR UNDERGROUND FACILTIIES THAT ARE BAKERSFIELD STANDARD DETAIL. REMOVED, DAMAGED, DISTURBED, OR UNDERCUT. SHALL BE REPAIRED, RESTORED, OR REPLACED AT THE CONTRACTOR'S EXPENSE , AS DIRECTED BY THE ENGINEER AND 357.57 IN ACCORDANCE WITH THE AFFECTED FACILITIES' OWNER OR GOVERNING AUTHORITY. FD BC IN LH 4. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO CONTINUING WITH ANY AND ALL CONSTRUCTION. C I C � I M Lo ry �. n m LJ U. 100 H SET T,B,M TOP B,C, o 13 IN L,H, NW COR 00 SEC. 36 30/87, N m�,D 00 355,03 U..o CD I FD C.❑,B, BC LH z B N I N THIS IS THE B,M, FOR THIS TOPO i RIGHT OF WAY DOC NO 0208DEDICATION O.R. PER o i ii S89 06 56 E 1788,234 USGS HDSKING (PID DH6652) 35108 20' WIDE PUBLIC ROAD I (M) EASEMENT PER BK 470, I I I RIGHTDOC p RN PER E L= 375,00 PER DATA SHEET Z NO. 0208DEDICATION F D B C PG. 408 O.R. 1953 LU HDSKING AVE, 375.00 — 850.329' — 272.729' - - - - _ _ _ _ 8 4 _ -- - -- -- - - -- S8�°11'40"E 8643,6 ' LIU � FD SCRC BC B M,ss5.175'498.0-27' 1983.719' 354,00 DOC NO. 02074 ® 29.99' RI HT OF WAY DED8CAT❑❑,N.PER 6 D BC p DWG.C-01 DWG. " G' C_02 DWG. —03 DWG. C-04 RIGHT OF WAY DEDICATI❑N PER (M) B , O , B PER FILED MAP N 1/4 SEC 36 30/27, DOC NO, 0204114787 O.R. BK. 6 PG. 27 W RIGHT OF WAY DEDICATION PER 0i DOC NO. 0206001824 O.R. o I Uj RIGHT OF WAY DEDICATI❑N PER DOC NO. 0206001825 O.R. /'tet 00 0 A SWI p CU In N XU J C'7 � o m I Z 200 0 200 400 I1 Q 354.15 SCALE IN FEET j ED BC RCE 33448 i W VERIFY SCALES DESIGNED BY JHS PROJECT ENGINEER JOHN HOUSTON SCHLOSSER Q SS s lb E3,(i HOSKING AVENUE AT WIBLE ROAD DRAWING G-02 M I; BAR IS ONE INCH ON ORIGINAL DRAWING �o �p `a�OFPORgTEd r CITY OF C� DRAWN BY DTG REG NUMBER EXP DATE 65403 9-30-13 SHEET 4 I o No.65403 m AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 d BAKERSFIELD 2 CHECKED BY PROJECT NUMBER IF NOT ONE INCH ON THIS SHEET, ADJUST — 60240372 * * s>qT CfV1V Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 PROJECT INFORMATION OF 7 SHEETS DATE JUNE 2012 CADD STANDARDS AECOM 5-2498 SCALES ACCORDINGLY F OF CALIF www.aecom.com '�h. REV DATE DESCRIPTION APPR 1 2 3 4 5 6 7 7 8 _ C 0 0 I U 010 CL T O LEGEND w NEW ROADWAY (5" A.C. PAVEMENT, 8" AGG. BASE, V; STA: 13+32.34 356- 354- 352- 356- 56- 354- 354T 352- 352- 356- 356- 354- 354- 352 -- 352-- 350- 350- l0 3 Zi REV DATE fi41W- e; g' x rx- e - - - ---- -- ..." _ _ _ _ _ _ _ _ SD SD xtr _W w _ w ___W _, _v w W W w - w w_ _.....HM...- _ _ ... _ m.,. INSTALL CLASS III 18" RCP + A cO ,a STORM DRAIN AS SHOWN 04 1 TYPICAL . .-._ l,. - - AW - _ - , ..- ._.. C-4 TYPICAL SAW CUT - - (1'-0" MIN. I z �---- S - - - I 5 s s ------- - S---�---- S - - S S s S ----- s S TYPICAL SAW -CUT 1 0 MIN.) s .__ _.� S S � = -- - S s - _.. M S __ _ S S S � S _ = _ _ S s � U-1 EXISTING 4" AT&T &411 ( 00 &41 %- (• M ) oaTCH Z 2 YMd STA:6+78.38 OFF:31.00'R- PAVEMENT ANGLE PT. STA:6+78.38 OFF:45.00'R BEGIN CURB, GUTTER, & SIDEWALK. MATCH EX. 6+00 , STA:7+25 STA:9+88.54 INSTALL 3' WIDE "TYPE A" CATCH OFF:45.00'R BASIN (IN GRADE SAG) PER C.O.B. 20' DRIVE APPROACH STANDARD D-14 AND D-17 STA:10+22.37 INVERT=345.17 (N) PROPOSED OFF:45.00'R STA:6+97.32 18' DRIVE APPR�0I OFF:45.00'R 16' DRIVE APPROACH 0.) 7+00 8+00 T9+00 10+00 e m STA:1 1+54.30 4� OFF:45.00'R 20' DRIVE APPROACH STA: 11 +97.80 OFF:45.00'R 20' DRIVE APPROACH 11+00 La =w QV) /,//I/Z V/7�_ a117. y STA:13+38.16 -m PAVEMENT ANGLE PT 03 STA:13+38.16 STA:12+73.57 OFF:46.50'R OFF:45.00'R END CURB, GUTTER, FL ANGLE POINT & SIDEWALK. MATCH EX. STA:13+08.16 BEGIN PAVEMENT TAPER OFF:45.80'R 16' DRIVE APPROACH 12+00 13+00 14+00 18" 95% COMPACTED SUBGRADE) Z1Z STA:7+02f R SS CoQ s , No.65403 m * * q 0 IV lF OF CAL I w I OFF:12.51'L 30 0 30 so „ NEW CONCRETE WORK (TYPE B" CURB AND GUTTER, EXIST. SDMH INVERT -343.37 (N) EX 18" SD _ PAVEMENT ANGLE PT. ,, 4` ,= SCALE IN FEET PROPOSED EDGE 0 COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY) INVERT=343.41 (W) EX 18" SD z a 1 2 CL 3' WI 6' SHOULDER (4" A.C. GRINDINGS 95% COMPACTED)1fina. INVERT=343.47 (S) PROPOSED 18" SD = j4 g �: PROPOSED FLOWL NE 356- 354- 352- 356- 56- 354- 354T 352- 352- 356- 356- 354- 354- 352 -- 352-- 350- 350- l0 3 Zi REV DATE fi41W- e; g' x rx- e - - - ---- -- ..." _ _ _ _ _ _ _ _ SD SD xtr _W w _ w ___W _, _v w W W w - w w_ _.....HM...- _ _ ... _ m.,. INSTALL CLASS III 18" RCP + A cO ,a STORM DRAIN AS SHOWN 04 1 TYPICAL . .-._ l,. - - AW - _ - , ..- ._.. C-4 TYPICAL SAW CUT - - (1'-0" MIN. I z �---- S - - - I 5 s s ------- - S---�---- S - - S S s S ----- s S TYPICAL SAW -CUT 1 0 MIN.) s .__ _.� S S � = -- - S s - _.. M S __ _ S S S � S _ = _ _ S s � U-1 EXISTING 4" AT&T &411 ( 00 &41 %- (• M ) oaTCH Z 2 YMd STA:6+78.38 OFF:31.00'R- PAVEMENT ANGLE PT. STA:6+78.38 OFF:45.00'R BEGIN CURB, GUTTER, & SIDEWALK. MATCH EX. 6+00 , STA:7+25 STA:9+88.54 INSTALL 3' WIDE "TYPE A" CATCH OFF:45.00'R BASIN (IN GRADE SAG) PER C.O.B. 20' DRIVE APPROACH STANDARD D-14 AND D-17 STA:10+22.37 INVERT=345.17 (N) PROPOSED OFF:45.00'R STA:6+97.32 18' DRIVE APPR�0I OFF:45.00'R 16' DRIVE APPROACH 0.) 7+00 8+00 T9+00 10+00 e m STA:1 1+54.30 4� OFF:45.00'R 20' DRIVE APPROACH STA: 11 +97.80 OFF:45.00'R 20' DRIVE APPROACH 11+00 La =w QV) /,//I/Z V/7�_ a117. y STA:13+38.16 -m PAVEMENT ANGLE PT 03 STA:13+38.16 STA:12+73.57 OFF:46.50'R OFF:45.00'R END CURB, GUTTER, FL ANGLE POINT & SIDEWALK. MATCH EX. STA:13+08.16 BEGIN PAVEMENT TAPER OFF:45.80'R 16' DRIVE APPROACH 12+00 13+00 14+00 6+00 7+.00 7+00 8+00 / NORTH FLOWLINE 9+00 10+00 11+00 12+00 13+00 356 354 352 14+00 STA:6+78.38 Z1Z STA:7+21r.00 R SS CoQ s , No.65403 m * * q 0 IV lF OF CAL AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom. com APPROX. EXISTING GROUND AT _ LINE/CROWN PROPOSED EDGE 0 PAVEMENT - I�c Q DATE JUNE 2012 CADD STANDARDS � AECOM BEGIN CURB, G SIDEWALK - TTER 1 2 CL 3' WI E CATCH BASIN 5 PROPOSED FLOWL NE END �C/UR�B, GUTTER AND SIDEWALK (352.81 FL) wd 352.00 FQ LP/GB ZZ S=1 APPROX. EXISTING PROPOSED EDGE 0 OROUND AT APPROX. EXISTING S=0.20__ PAVEMENT 6+00 7+.00 7+00 8+00 / NORTH FLOWLINE 9+00 10+00 11+00 12+00 13+00 356 354 352 14+00 6+00 1 , 9+00 CENTERLINE 10+00 11+00 12+00 13+00 356 354 352 14+00 356 STA:6+78.38 Z1Z STA:7+21r.00 R SS CoQ s , No.65403 m * * q 0 IV lF OF CAL AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom. com APPROX. EXISTING GROUND AT PROPOSED CENTER cm LINE/CROWN STA:13+38.16 DATE JUNE 2012 CADD STANDARDS � AECOM BEGIN CURB, G SIDEWALK - TTER 1 2 CL 3' WI E CATCH BASIN 5 PROPOSED FLOWL NE END �C/UR�B, GUTTER AND SIDEWALK (352.81 FL) 352.00 FQ LP/GB ZZ S=1 APPROX. EXISTING S=0.20__ GROUND AT CENTERLINE 6+00 1 , 9+00 CENTERLINE 10+00 11+00 12+00 13+00 356 354 352 14+00 356 SOUTH FLOWLINE STA:6+78.38 Z1Z STA:7+21r.00 R SS CoQ s , No.65403 m * * q 0 IV lF OF CAL AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom. com APPROX. EXISTING GROUND AT CHECKED BY - PROJECT NUMBER 60240372 STA:13+38.16 DATE JUNE 2012 CADD STANDARDS � AECOM BEGIN CURB, G SIDEWALK - TTER 1 2 CL 3' WI E CATCH BASIN 5 PROPOSED FLOWL NE END �C/UR�B, GUTTER AND SIDEWALK (352.81 FL) 352.00 FQ LP/GB ZZ S=1 S=0.20__ ROPOSED GUTTER F SOUTH FLOWLINE t�h 354 352 350 E'3 C-01 SHEET 3 OF 7 SHEETS S-2498 C C m LL 0 06 N �0 0 N Uj LU N 0 CL UjW ITO W J �I Q j W rQ 'V a VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY JHS PROJECT ENGINEER JOHN HOUSTON SCHLOSSER R SS CoQ s , No.65403 m * * q 0 IV lF OF CAL AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom. com DRAWN BY DTG REG NUMBER EXP DATE 65403 9-30-13 CHECKED BY - PROJECT NUMBER 60240372 DATE JUNE 2012 CADD STANDARDS � AECOM DESCRIPTION APPR 1 2 3 4 5 t�h 354 352 350 E'3 C-01 SHEET 3 OF 7 SHEETS S-2498 C C m LL 0 06 N �0 0 N Uj LU N 0 CL UjW ITO W J �I Q j W rQ 'V a C 0 0 =w >a Q� LEGEND o NEW ROADWAY (5 A.C. PAVEMENT, 8- STA: 13+32.34 AGG. BASE, Y I OFF:12.51'L 30 0 30 so 18" 95% COMPACTED SUBGRADE) STA:7+02f, 39' LT STA:8+25t, 34 RT ,�, EXIST. SDMH LINVERT=344.80 STALL MANHOLE TYPE "B" AlPAVEMENT ANGLE PT. NEW CONCRETE WORK (TYPE "B" CURB AND GUTTER, 1 c.0 SCALE IN FEET '.`. COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY) INVERT=343.37 (N) EX 18" SD ANDARD DRAWING S-21 INVERT=343.41 (W) EX 19' SD VERT=344.70 (W) I a t� :.. " INVERT=343.47 (S) PROPOSED 18" SD (S) �`' a ( COMPACTED) _........__..._.__ 6 SHOULDER 4 A.C. GRINDINGS 95�- .. - __ ___ ___ ____.______---w_.._____� _ MH EXIST. SEWER _.._ � --- ----- ---- - _- �v W �-�--- sly 1 * , W _,. INVERT E 339.18 CONTRACTOR TO VERIFY DEPTH AND ALIGNMENT OF AT&T a. ccs + N g' INVERT S 339.18... __.. INSTALL CLASS III ", - - --Atz:-� SDUCTS PRIOR TO CONSTRUCTION. IF LESS THAN 1 -0 EXIST. SEWER _.µ. . __ __ - _ __� _ " _ �m 5 TYPICAL AW -CUT ; �• MH 18 RCP STORM CLEAR, NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 1 IC N. �hP� " N 333.00 N DRAIN AS SHOWN (' " ) � N 8 PVC INVERT `� o 13+00 PVC INVERT N 338.61 -6-4--w �, + �, .._.._... _ �. +� ........... _ 0SK1j4. ,.AVENUE r 356- 354- 352- 354- 352 - 356- 354- 352- 350- II. I . •,� TomAeA .. ,I� ,�► .v . v .lir i1=0 ffll i .v i f.r ,i .I� OWN a1 w�:�+w www aew �allolwew w�:.ws�w � w er+�: ��e STA:6+78.38 OFF:31.00'R- PAVEMENT ANGLE PT. STA:6+78.38 OFF:45.00'R BEGIN CURB, GUTTER, & SIDEWALK. MATCH EX. a�nn r�iTil \- STA:7+02t , 34' RT INSTALL MANHOLE TYPE "B" STANDARD DRAWING S-21 INVERT=344.17 (N) INVERT=344.27 (E) STA:6+97.32 OFF:45.00'R 16' DRIVE APPROACH STA:8+25 INSTALL 3' WIDE "TYPE A" CATCH BASIN (IN GRADE SAG) PER C.O.B. STANDARD D-14 AND D-17 INVERT=344.90 (N) 1111 1, 1 L A IIIM OWN STA: 10+22.37 OFF:45.00'R 18' DRIVE APPROACH STA:1 1+54.30 OFF:45.00'R STA:9+88.54 20' DRIVE APPROACH OFF:45.00'R STA:1 1+97.80 20' DRIVE APPROACH OFF:45.00'R 20' DRIVE APPROACH 10+00 11+00 w STA:13+38.16 OFF:31.00'R�w�"..� �,��o`O 0 PAVEMENT ANGLE PT � STA:13+38.16 STA:12+73.57 OFF:46.50'R OFF:45.00'R END CURB, GUTTER, FL ANGLE POINT & SIDEWALK. MATCH EX. STA:13+08.16 BEGIN PAVEMENT TAPER OFF:45.80'R 16' DRIVE APPROACH 12+00 13+00 14+00 STA:6+78.38 UtJIbIVtU DI JHS 1'RVJCI.I CINUMLCR JOHN HOUSTON SCHLOSSER /o QR ss V s No.65403 m `� * * 3 q�f01 STA:8+2.00 BaKE� O�COWORAT, t APPROEXISTINGGROUND 5 REG NUMBER EXP DATE 65403 9-30-13' 4 PROPOSED CENTER LINE/CROWN PROJECT NUMBER 60240372 PROPOSED EDGE 0 PAVEMENT 10/03/12 SOUTH FLOWLINE AND STORM DRAIN REVISION JTN BEGIN CURB, GUTTER qlnnAIAI I/ AND REV DATE DESCRIPTION APPR 1 1, Ems 2 CL 3' WOE CATCH BASIN 4 PROPOSED FLOWL w STA:13+38.16 OFF:31.00'R�w�"..� �,��o`O 0 PAVEMENT ANGLE PT � STA:13+38.16 STA:12+73.57 OFF:46.50'R OFF:45.00'R END CURB, GUTTER, FL ANGLE POINT & SIDEWALK. MATCH EX. STA:13+08.16 BEGIN PAVEMENT TAPER OFF:45.80'R 16' DRIVE APPROACH 12+00 13+00 14+00 a�nn r�iTil m NORTH rLIiE 10+00 11+00 12+00 13+00 356 354 352 14+00 STA:6+78.38 UtJIbIVtU DI JHS 1'RVJCI.I CINUMLCR JOHN HOUSTON SCHLOSSER /o QR ss V s No.65403 m `� * * 3 q�f01 STA:8+2.00 BaKE� O�COWORAT, t APPROEXISTINGGROUND 5 REG NUMBER EXP DATE 65403 9-30-13' 4 PROPOSED CENTER LINE/CROWN PROJECT NUMBER 60240372 PROPOSED EDGE 0 PAVEMENT 10/03/12 SOUTH FLOWLINE AND STORM DRAIN REVISION JTN BEGIN CURB, GUTTER qlnnAIAI I/ AND REV DATE DESCRIPTION APPR 1 1 2 CL 3' WOE CATCH BASIN 4 PROPOSED FLOWL NE END CURB, GUTTER AND SIDEWALK _ (352.81 FL) P �� %K "1K 352.20 FL) LP/GB 5 APPROX. E IS ING - - S=:0.30%S=0�20� GROUND AT CENTERLINE APPROX. EXISTING ROUND AT PROPOSED EDGE 0 PAVEMENT a�nn r�iTil m NORTH rLIiE 10+00 11+00 12+00 13+00 356 354 352 14+00 I.tIV I ttCLIIVt 10+00 11+00 12+00 13+00 356 354 352 14+00 356 STA:6+78.38 UtJIbIVtU DI JHS 1'RVJCI.I CINUMLCR JOHN HOUSTON SCHLOSSER /o QR ss V s No.65403 m `� * * 3 q�f01 STA:8+2.00 BaKE� O�COWORAT, t APPROEXISTINGGROUND 5 REG NUMBER EXP DATE 65403 9-30-13' 4 PROPOSED CENTER LINE/CROWN PROJECT NUMBER 60240372 10/03/12 SOUTH FLOWLINE AND STORM DRAIN REVISION JTN BEGIN CURB, GUTTER qlnnAIAI I/ AND REV DATE DESCRIPTION APPR 1 1 2 CL 3' WOE CATCH BASIN 4 PROPOSED FLOWL NE END CURB, GUTTER AND SIDEWALK _ (352.81 FL) P �� %K "1K 352.20 FL) LP/GB APPROX. E IS ING - - S=:0.30%S=0�20� GROUND AT CENTERLINE I.tIV I ttCLIIVt 10+00 11+00 12+00 13+00 356 354 352 14+00 356 TUU I n r LUWLIIVt STA:6+78.38 UtJIbIVtU DI JHS 1'RVJCI.I CINUMLCR JOHN HOUSTON SCHLOSSER /o QR ss V s No.65403 m `� * * 3 q�f01 STA:8+2.00 BaKE� O�COWORAT, t APPROEXISTINGGROUND 5 REG NUMBER EXP DATE 65403 9-30-13' 4 STA:13+38.16 PROJECT NUMBER 60240372 10/03/12 SOUTH FLOWLINE AND STORM DRAIN REVISION JTN BEGIN CURB, GUTTER qlnnAIAI I/ AND REV DATE DESCRIPTION APPR 1 1 2 CL 3' WOE CATCH BASIN 4 PROPOSED FLOWL NE END CURB, GUTTER AND SIDEWALK _ (352.81 FL) 352.20 FL) LP/GB S=:0.30%S=0�20� ROPOSED GUTTER F TUU I n r LUWLIIVt 354 352, 350 HOSKING AVENUE AT WIBLE ROAD CITY OF BAKERSFIELD STREET IMPROVEMENTS PLAN AND PROFILE STATION 6+00 to 14+00 C-01 3 ' SHEETS S-2498 C VERIFY SCALES ON�ORIGINAL DRAWING R IS ONE INCHDRAWN IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY UtJIbIVtU DI JHS 1'RVJCI.I CINUMLCR JOHN HOUSTON SCHLOSSER /o QR ss V s No.65403 m `� * * 3 q�f01 a _Ai /■�� AM AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www.aecom.com www.aecom.com BaKE� O�COWORAT, t 6 5 BY DTG REG NUMBER EXP DATE 65403 9-30-13' 4 CHECKED BY - PROJECT NUMBER 60240372 10/03/12 SOUTH FLOWLINE AND STORM DRAIN REVISION JTN DATE JUNE 2012 CADD STANDARDS M AECO REV DATE DESCRIPTION APPR 1 2 3 4 5 354 352, 350 HOSKING AVENUE AT WIBLE ROAD CITY OF BAKERSFIELD STREET IMPROVEMENTS PLAN AND PROFILE STATION 6+00 to 14+00 C-01 3 ' SHEETS S-2498 C ❑C IC IN U 10 o Q T O U� N N 3>< oX LEGEND NEW ROADWAY (5" A.C. PAVEMENT, 8" AGG. BASE, 18" 95% COMPACTED SUBGRADE) NEW CONCRETE WORK (TYPE "B" CURB AND GUTTER, -1 E4: COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY) 6' SHOULDER (4" A.C. GRINDINGS 95% COMPACTED) STA:16+06.69 OFF: 11 73'R CONDUCTOR SCHEDULE FOR NSW WIRING FOR TRAFFIC SIGNAL MODIFICATION CONDUIT RUN 15+U0 16+00 CONDUIT SIZE 2—INCH 2—INCH DESIGNATION NEW NEW (03) DETECTORS — 1 (0 8) DETECTORS 2 3 TOTAL DETECTORS 2 4 STA:19+77.76 OFF:63.42'L PAVEMENT ANGLE PT. PAVEMENT ANGLE PT. w CROWN LINE W Yd W W t'd W W C8 C I U Q Z � I — �w p Z_ w J w = N 3 35 1 35 35 35 35 �yggmWr�'�� W".i�.�`w a • i 1 • -w-� -- --- STA: 14+99.01 OFF: 11.19'R STA:15+96.69 PAVEMENT ANGLE PT. OFF:42.74'R END PAVEMENT TAPER T r_ OH _0H :.oma MODIFICATIONS TO EXISTING TRAFFIC SIGNAL AND DETECTOR LOOPS: STA:19+77.76 1. CONTRACTOR SHALL REMOVE THE EXISTING TRAFFIC SIGNAL HEAD (TV 1—T) LOCATED ON THE OFF: 12.45'L PAVEMENT ANGLE PT. EXISTING TRAFFIC SIGNAL POLE EX. 1-8 AND RE—INSTALL TV -1—T ON THE EXISTING TRAFFIC SIGNAL POLE EX. 1—A AS SHOWN. 2. CONTRACTOR SHALL MAKE ANY AND ALL WIRING MODIFICATIONS REQUIRED FOR RE—INSTALLATION OF EXISTING TRAFFIC SIGNAL HEAD TV -1—T ON EXISTING TRAFFIC SIGt+�AL POLE EX. 1—A. 3. EXISTING VEHICLE DETECTION LOOPS SHALL BE REMOVED AND REPLAC�D AS DIRECTED BY THE CITY OF BAKERSFIELD TO FUNCTION AS REQUIRED BY THE STRIPING PLAN AND REVISED TRAFFIC PATTERN. MAKE CONNECTIONS WITH TRAFFIC SIGNAL SYSTEM AND PERFORM ASSOCIATED MODIFICATIONS AS NECESSARY. X00 17+00 18+00 NORTH FLOWLINE 2' u�i CVICTIAIP TDACCIr HOSKING1 A S €E S 30 0 30 60 STA:20+80.96 SCALE IN FEET OFF:61.21'L BEGIN CURB, GUTTER, & SIDEWALK. MATCH EX. STA:20+80.96 —nrC.1 c r1C1I C) 0 + O C -4 I Q U N Z l y w Q Z � p J W Q V) 22+00 356 354 4+UU 15+U0 16+00 17+00 18+00 19+U0 ZU+00 21 +00 22+C DRAWN BY DTG REG NUMBER EXP DATE 65403 9-30-13 CHECKED BY — PROJECT NUMBER 60240372 PROPOSED CROWN LINE AT 3.5' DATE JUNE 2012 CADD STANDARDS AECOM REV DATE DESCRIPTION APPR 1 2 3 4 5 NORTH OF CENTERLINE �1 "�h C► 'Sh h -- E -- 4— APPROX. EXISTING GROU D I _ AT CENTERLINE � CENTERLINE HOSKING AVENUE AT WIBLE ROADCITY OF` - , STREET IMPROVEMENTS PLAN AND PROFILE STATION 14+00 to 22+01, 6 I 7 0 358 49101 354 352 N ED A] COI X_ m 0 ad 00 N 'I� 0 1 N N `1 I` �V W O 0 0: MW W W z LU DRAWING C-02� SH EET ` 4 OF 7 SHEETS O S-2498 Z VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 1 ' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY JHS v w v +� JOHN HOUSTON SCHLOSSER oQR Ess _ 0 �, No.65403 � * * q C 1 V 1 �- �� TF OF Cjt\ AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 www,aecornxom DRAWN BY DTG REG NUMBER EXP DATE 65403 9-30-13 CHECKED BY — PROJECT NUMBER 60240372 DATE JUNE 2012 CADD STANDARDS AECOM REV DATE DESCRIPTION APPR 1 2 3 4 5 HOSKING AVENUE AT WIBLE ROADCITY OF` - , STREET IMPROVEMENTS PLAN AND PROFILE STATION 14+00 to 22+01, 6 I 7 0 358 49101 354 352 N ED A] COI X_ m 0 ad 00 N 'I� 0 1 N N `1 I` �V W O 0 0: MW W W z LU DRAWING C-02� SH EET ` 4 OF 7 SHEETS O S-2498 Z C 0, REV I DATE STA:22+07.50 INSTALL 3' WIDE "TYPE A" CATCH CTe.nz I nn nZ STA:26+58.44 OFF:46.41'L STA:26+62.98 OFF:20.331 PAVEMENT ANGLE PT. -SD LEGEND NEW ROADWAY (5" A.C. PAVEMENT, 8" AGG. BASE, 18" 95% COMPACTED SUBGRADE) NEW CONCRETE WORK (TYPE "B" CURB AND GUTTER, COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY) o�.... _ C) r _ o N INSTALL TYPE "E" EXISTING 4" AT&T cv TYPICAL SAW -CUT DETECTOR LOOP �� (1'-0" MIN.) �.m ._ .. _ . -__._. ......._..._..... _ _ .... DUCTS (3) _ 0 V) � �� 23+00 �. � � 24+00 '� 8J8U �� , y 2' 00 � � � ��26+00� - ;� ..... 7+.D.0... 28+00 � ,� �� ,.,AV�.�� ..29+00 Z to ZS S S s – S— S .– S- S_ S S �--- S s ---- - WS _.._ ......... RCP `" ~ INSTALL CLASS III 1 Er RCP PULL BOX SHALL BE REMOVED AND SALVAGED TO STORM DRAIN AS SHOWN. THE CITY OF BAKERSFIELD T - w WWW _ _ _ w W a _ M -77 77 £`I f MODIFICATIONS TO EXISTING TRAFFIC SIGNAL AND DETECTOR LOOPS: -ww I 1. CONTRACTOR SHALL REMOVE THE EXISTING TRAFFIC SIGNAL HEAD (TV -1-T) LOCATED ON THE i EXISTING TRAFFIC SIGNAL POLE EX. 1-13 AND RE -INSTALL TV -1-T ON THE EXISTING TRAFFIC POTHOLE AND VERIFY DIMENSION AND ELEVATION OF y W I SIGNAL POLE EX. 1-A AS SHOWN. EXISTING 18" RCP STORM DRAIN AT CONNECTION POINT >1 2. CONTRACTOR SHALL MAKE ANY AND ALL WIRING MODIFICATIONS REQUIRED FOR RE -INSTALLATION PRIOR TO NEW STORM DRAIN CONSTRUCTION. REMOVE AND I n OF EXISTING TRAFFIC SIGNAL HEAD TV -1-T ON EXISTING TRAFFIC SIGNAL POLE EX. 1-A. DISPOSE OF EXISTING STORM DRAIN INLET, FURNISH I Z CONNECTION TO EXISTING STORM DRAIN PER C.O.B. a 3. EXISTING VEHICLE DETECTION LOOPS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE STANDARD D-19. CITY OF BAKERSFIELD TO FUNCTION AS REQUIRED BY THE STRIPING PLAN AND REVISED I TRAFFIC PATTERN. MAKE CONNECTIONS WITH TRAFFIC SIGNAL SYSTEM AND PERFORM I ASSOCIATED MODIFICATIONS AS NECESSARY. 35 35 35 35 m 30 0 30 60 SCALE IN FEET 30+00 __4 — CONDUCTOR SCHEDULE FOR NEW WIRING FOR TRAFFIC SIGNAL MODIFICATION CONDUIT RUN Q1 A�_ CONDUIT SIZE 2 -INCH 2 -INCH DESIGNATION NEW NEW (03) DETECTORS - 1 (08) DETECTORS 2 3 TOTAL DEFECTORS 2 4 12+00 23+00 24+00 25+00 26+00 21+00 zb+00 29+00 30+C STA:22+07.50 STA:25 81 CL 3' WIDE CATCH FL (w/9"__DEP_RESSInht BASIN APPROX. EXISTING GROUND AT 355.01 FL �� _______�--�-- �- .353.97 353.80 FL) LP/G3 PROPOSED EDGE'OF PAVEMENT — — — — -- ---- -- — — — �— S=0.20% 0 ROPOSED GUTTER L DESCRIPTION APPR VERIFY SCALES ._.._ BAR IS ONE INCH DRAWN BY ON ORIGINAL DRAWING CHECKED BY IF NOT ONE INCH ON THIS SHEET, ADJUST DATE CrAI FC ArrnRn1mri Y JHS JOHN HOUSTON SCHLOSSER REG NUMBER EXP DATE DTG 65403 9-30-13 PROJECT NUMBER / 60240372 JUNE 2012 AECOM NORTH FLOWLINE M No.65403 m AECOM Technical Services, Inc. 5001 East Commercenter Dr. Suite 100 Bakersfield, California 93309 C IV 1 O��S T 661.325.7253 F 661.395.0359 OF CALF www.aecom.com 4 1 5 $58 $56 $54 i52 HOSKING AVENUE AT WIBLE -•`■ 1 STREET IMPROVEMENTS PLAN ■ PROFILE STATION11 to 30+00 7 a% CI It— L6 m U. 0 06 DO nI U. Q N N W W Q. LQ O O II� W W NG Q C-03 \� 5 7 SHEETS O S-2498 Z 0 0 Z 0 0 J 3 v O N 00 N N C 0 0 U N 0 CLL 0 0 3 0 N =w ¢CD m 0 C 0 in I 'O C' � U I � m I y .10 In °' Y N o � M, 1 2 3 4 5 6 7 8 40 0 40 80 w SCALE IN FEET o DETAIL 8 DETAIL 278 STA:10+99.17 IN wOFF:7.00'L STA: 16+06.69 STA: 17+02.69 0 BEGIN MEDIAN STRIPING, ' D END DETAIL 31, EXISTING MEDIAN STRIPING w DETAIL 31 STA: 12+73.57 MEDIAN STRIPING ANGLES PT. (DETAIL 31) OFF:7.00 L BEGIN DETAIL 28 N a MEDIAN STRIPING ANGLE PT. ffi u7 + h 1 .,_.....e_ _,. ...., .....> „,.. _.,.. .,,.... ..... .ww, ».,.., ,.� �.., _..�..,..,..,, .n.., m.........,..,... ,..,......,......,....u.. ..,..,... �W .,.,.,..,.......,_., .......................,...,._,..., _....,.. ._,_........,.. ,_,.. µ..,y.. ..... ,., ,...., �...,�............�,..._.�.. ..„.„. ,...,.., ,—....._..,... ,.�._.,...�... HOSKING AVENUE N N w _ 1 I� 1 Aft /I I � F DETAIL 27B STA: 16+06.69 STA:17+02.69 C EXTEND DETAIL 8 "LAN ELI NE7 TO MEET DETAIL 8 DETAIL 8 OFF:TRIPING 1 3.00'Ri OFF:13.PER, C EXISTING STRIPING. APPROX. MATCH LOCATION STA:10+99.17 MEDIAN STRIPING BEGIN BAY TAPER, = STA:3+35t . REMOVE ALL CONFLICTING OFF:7.00'R ANGLE PT. END DETAIL 31, BEGIN LANE DROP SIGNAGE AND STRIPING. BEGIN MEDIAN STRIPING, DETAIL 28 DETAIL 31 STA: 12+73.57 OFF:7.00'R TRANSITION TAPER PER MEDIAN STRIPING ANGLE PT. C.O.B. STANDARD T-4 L7 NtSTAm STA:20+75.45, OFF:27.43'L OFF -1 46'L OFF:15.46 L Q BEGIN LANE STRIPING, DETAIL 8 BEGIN LANE STRIPING INSTALL NEW SURFACE -MOUNT DETAIL 8 STA:23+90.00OFF:23.15'L QO N CHANNELIZERS PER A73C (TYP) LANE STRIPING ANGLE PT. coco LL I 1 O STA:19+44.00 I I 50' 175' 175' ~ B OFF:3.50'L I I TYPE IV R ST :22+69.90 DETAIL 38A NDETAIL 8 ARROW OFF -35.00'L END MEDIAN STRIPING I I P OF 3 MEDIAN STRIPING, DETAIL 28I I 7 END LANE STRIPING N N R3-7" SIGN ETAIL 8 TO APPROX. "CHEVRON" STRIPES W73A (CA) SIGN W4 -1a SIGN EXTEND LOCATION STA 32+40f DETAIL 8 I I (GRANITE PEAK STREET) V � `� All Uj s L / T_Z -� + .- om�Ilk T LIMIT LINE/ O N _ _ STOP BAR V' HOSKING AVENUE �" � M= ' ' CL 18+00 19+00 20-00 - 21+00 22+00 23+00 24+00 1 + , 6+fl®� � � � � .......--2'7+4(3--__-11._.1_=_ 28+00 _P 9+00 Jf Lu EXISTING STRIPING DETAILS 2 AND 38A RE—STRIPE (DETAIL 38A) EXISTING MEDIAN ( W _ _) _ _ _ _ _ — _ _ _ _ — J EXISTING STRIPING _ -- -- -- -- - _ — (DETAIL 38) q DETAIL 8 Q STA:18+22.69 OFF:0.50 R TYPE IV (L) ARROW ° 0 LIMIT LINE/ 220' W END BAY TAPER (TYP OF 2) j` STOP BAR '175, \ 87.5' 87.5' � IIVSTA:19+44.00 0 cor WI RTYPE (R) ARROW OFF:0.50'R I z (TYP OF 2) END MEDIAN STRIPING I Wg-1 SIGN DETAIL 8 W4-2 SIGN RIGHT LANE aQ DETAIL 38A DROP ARROW DETAIL 8 TYPE VI W (TYP OF 3) I n � �� VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DESIGNED BY JHS PROJECT ENGINEER JOHN HOUSTON SCHLOSSER Q� SS �2 0 BAx a.,p�� oanTi��✓ - r CITY OF H OS KI N G AV E N U E AT W I B L E ROAD DRAWING ST'O Q 6 5 DRAWN BY DTG REG NUMBER EXP DATE 65403 9-30-13 4 SHEET No.65403 m AECOM Technical Services, Inc. �, t7 Q) CHECKED BY PROJECT NUMBER oc 5001 East Commercenter Dr. Suite 100 BAKERSFIELD 6 IF NOT ONE INCH ON THIS SHEET, ADJUST - 60240372 * * Jj9 C Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 �2 cc, a Y ,,. �Q, STRIPING AND SIGNAGE PLAN OF 7 SHEETS DATE JUNE 2012 CADD STANDARDS AECOM S-2498 SCALES ACCORDINGLY fV 1� �� TF OF CAL www.aecom.com �r OR Z REV DATE DESCRIPTION APPR 1 721 3 7 4 5 6 7 8 V) M o vC4 V) 05 (3 w O X 1 2 3 4 5 6 7 8 6I -01i LES ( 77 4" WHITE V V 5'-6" r — EMM 4" YELLOW DIRECTION OF TRAVEL 100 00000F - = RIGHT - LANE ENDS D D co W9-1 SIGN 1'-0" GRID co A=15 f tz a ,- 0 TYPE Iii L ARROW LANELINES {For Type (R) arrow, { MULTILANE HIGHWAYS) use mirror image) � DETAIL 8 17#-0" 17'-0" 7+-011 qa V-311 311 1 DETAIL 278 W4-2 "MERGE/LANE DROP" EDGE OF TRAVELED WAY ! lee C v 1'-0" GRID C 20"� �4<v 0 ` THRU TRAFFIC MEDIAN ISLANDS MERGE -42 (ARROW LEFT TYPE 11 DETAIL 28 Right lane drop arrow m {For left lane, use mirror image) Qi #_ -T - W4 -1a SIGN 1,_011 GRID z A=27 ft2 r m `04 2 TYPE 29 M ARROWLL (For Type EI (R) arrow, Q use mirror image) B �t RIGHT LANE TURNS RIGHT N AHEAD TWO-WAY LEFT TURN LANES 3" Min V) DETAIL 31- '�; W73A (CA) SIGN ! 36'-Q"it 36e- 1 f` Emma i• m Min 3" x 12" RETROREFLECTIVE 0 SHEETING, SEE NOTE 5 �- M Q. 21/4" Min WHITE I POST, SEE NOTE 6 UjUj W SURFACE MOUNT RIGHT LANE CHANNELIZING LINE D SOIL EMBEDDED UI MUST Q A „ DETAIL 38A s WHITE LINE * 36" Min where speeds TURN RIGHT are 40 miles/h or less. CHANNELIZERS Uj R3-7 SIGN Q LU tl DESIGNED BY PROJECT ENGINEER VERIFY SCALES JHS JOHN HOUSTON ESS SCHLOSSER ea HOSKING AVENUE AT WIBLE ROAD DRAWING 5 BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ;�G . �,; rr,�_ r i, ST -02 4 ON ORIGINAL DRAWING DTG CHECKED BY 65403 PROJECT NUMBER 9-30-13 No.65403 m AECOM Technical Services, Inc. -� �. "= CITY OF SHEET � U 5001 East Commercenter Dr. Suite 100 BAKE RS F I E LD 7 IF NOT ONE INCH ON — THIS SHEET, ADJUST 60240372 * * s'�� Bakersfield, California 93309 T 661.325.7253 F 661.395.0359 �,' 'e ._.: STRIPING AND SIGNAGE DETAILS OF 7 SHEETS vl REV DATE DESCRIPTION APPR DATE SCALES ACCORDINGLY JUNE 2012 CADD STANDARDS AECOM �, �, ��\� P o F OF Ch ��F www.aecom.com `� Lr11, OC.� 5-2498 Q