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HomeMy WebLinkAbout6.1-1714 Record Drawing177r`% %WOO# I TY OF M1� PUBLIC WORKS HOSKING A VEwwNUE A T WIBLE ROAD STREET IMPROVEMENTS PROJECTN, i2K24 7 RTIF NO.: TDF 8128 & TDF B445. 7 STRAWBERRY " MEADOW CT W w CALICO ROCK CT Z J GRANITE c ROCK CT HOSKING AVENUE PROJECT XPv LOCATION ALICE ueaoows I TFM LIST OF DRAWIN-GS Q SHEET 1 G-01 'T1 TLE SHEET REMOVE TRAFFIC STRIPES & PA VEMENT MARKINGS SHEET 2 G---:02'. PROJECT INFORMATION EARTHWORK ROADWAY EXCA VA TION SHEET J C-01 : STREET IMPROVEMENTS PLAN AND PROFILE STA TION 6+00 to 14+00 TRAFFIC STRIPE DETAIL 8 "LANE LINE» SKEET . 4- C=02 - STREET IMPROVEMENTS PLAN AND PROFILE STATION 14+00 to 22+00 TRAFFIC STRIPE DETAIL 27B "EDGE LINE") SHEET'5 C-- 03 STREET IMPROVEMENTS PLAN AND PROFILE STA TION 22+00 to 30+00 TRAFFIC STRIPE DETAIL 28 "MEDIAN /SF—AND") SHEET 6 ST -01 STRIPING. AND SIGNAGE PLAN LF SHEET 7 ST -02 STRIP/NG AND SIGNAGE DETAILS 604 LF BENcHmARK IZ/NG LINE" 626 DESCRIPTION. -- FD SCRC .BC B.M. PA VEMENT MARKINGS LOCA TION -_ N 1/4. SEC . 36 30/27. 255 SF Job No.: 60240372 ELEV-= 375.. OB . . BASIS OF BEARING HOSKING A VE. S89'11 * E B: 0. B PER., FILED . MAP BK. 6 PG, ., 27 -:CITY. S • City of'Bakersfield's Subdivision & Engineering Design Manual, latest edition STATE* STANDARDS_, • State of California's Departmen t of Transportation (Caltrans) Standard Plans, 2010 edition • State of California's Department of. Transportation - (Cbl trans) Standard Specifications, 2010 edition • State of . Californio s Manual on Uniform Traffic Con trol.- Devices (CA MUTCD) VONVENTIONAL.' S — --�- --� ---EASEMENT .- ..... EXIST. CURB & GUTTER ----- - - - - RIGHT -OF- WA Y -------------------- EXIST. A. C. FLOWLINE — CENTERLINE=-��-----1�---=-��- EXIST. EDGE OF PA 1/EMENT RAILROAD TRACKS GUARD RAIL X CHAIN LINK FENCE IMPROVEMENTS WOOD FENCE UTILITY SYMBOLS EXIST. WA TER LINE S EXIST SEWER LINE G EXIST ' GAS LINE SO EXIST STORM DRAIN OH EXIST AERIAL EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES . PHONE LINE ; 0 EXIST 0/L LINE FO EXIST FIBER OPTIC LINE 0 . SANITARY- SEWER MANHOLE FIRE 'H YDRAN T ® GAS LID Q WATER METER Q W.V. TELEPHONE MANHOLE WA TER VAL VE STORM. MANHOLE G.M. ® GAS ' METER -POMER ' POLE G.V. D4 GAS VALVE EXISTING . MONUMENT {�} BENCHMARK z STREET LIGHT W/MAST ARM NN�- AUTO SCOPE [] ELECTRICAL BOX SIGN POST cla MAIL BOX e PRE-EMPTION DEVICE 177r`% %WOO# I TY OF M1� PUBLIC WORKS HOSKING A VEwwNUE A T WIBLE ROAD STREET IMPROVEMENTS PROJECTN, i2K24 7 RTIF NO.: TDF 8128 & TDF B445. 7 STRAWBERRY " MEADOW CT W w CALICO ROCK CT Z J GRANITE c ROCK CT HOSKING AVENUE PROJECT XPv LOCATION ALICE ueaoows WILLOW BASIN LN GRANDVIEW LN w BA CE ROCK LN BALANCE ROCK LN EAGLE VALLEY PL z TAPO RIDGE DR. imZIFF DR V Q FLINT HILLS DR o ZANZA DR uj TAR SPRINGS AV w o` a. LO CATION MAP NO TO sCALE FINAL PAY QUANTITIES I TFM Q Q UNIT OF MEASURE WILLOW BASIN LN GRANDVIEW LN w BA CE ROCK LN BALANCE ROCK LN EAGLE VALLEY PL z TAPO RIDGE DR. imZIFF DR V Q FLINT HILLS DR o ZANZA DR uj TAR SPRINGS AV w o` a. LO CATION MAP NO TO sCALE FINAL PAY QUANTITIES File Path: S: \City . of Bakersfield\6024372 — Hosking Avenue at Wlble Road Improvements\CAD\Planset File Name: S2498—G01 ,aa.dwg 01 STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLCOIti9NG VALID LICENSES cuss a NOTE: THE CONTRACTOR SHALL CONTACT 774E USA LOCATOR SERVICE 1-800-227-2600, 48 HOURS PRIOR TO START OF CONSTRUCTION. PROJECT LENGTH ONE HALF MILE APPROVED BY: PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: CIVIL ITRAMC ENGINEERING DATE STREET IMPROWMEW S NO 1 OF f-f0W11VCS AV0IUE AT WALE ROAD 7 SHEETS P� t a J < :-Z- I TFM ESJIMA TED QUANTITY UNIT OF MEASURE REMOVE TRAFFIC STRIPES & PA VEMENT MARKINGS 2,085 SF EARTHWORK ROADWAY EXCA VA TION 5, 000 C Y TRAFFIC STRIPE DETAIL 8 "LANE LINE» 3,878 LF TRAFFIC STRIPE DETAIL 27B "EDGE LINE") 655 LF TRAFFIC STRIPE DETAIL 28 "MEDIAN /SF—AND") 241 LF TRAFFIC STRIPE DETAIL 31 "TWO- WAY LEFT TURN LANE" 604 LF TRAFFIC STRIPE DETAIL 38A "CHANNE IZ/NG LINE" 626 LF PA VEMENT MARKINGS 255 SF Job No.: 60240372 File Path: S: \City . of Bakersfield\6024372 — Hosking Avenue at Wlble Road Improvements\CAD\Planset File Name: S2498—G01 ,aa.dwg 01 STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLCOIti9NG VALID LICENSES cuss a NOTE: THE CONTRACTOR SHALL CONTACT 774E USA LOCATOR SERVICE 1-800-227-2600, 48 HOURS PRIOR TO START OF CONSTRUCTION. PROJECT LENGTH ONE HALF MILE APPROVED BY: PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: CIVIL ITRAMC ENGINEERING DATE STREET IMPROWMEW S NO 1 OF f-f0W11VCS AV0IUE AT WALE ROAD 7 SHEETS P� t a J < :-Z- 1 2 .GENERAL NOTES: 1...THE CONTRACTOR IS RESPONSIBLE FOR .VERIFYING DIMENSIONS, DATA,. AND, MEASUREMENTS AT .THE PROJECT SITE. PRIOR TO THE START OF- CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF BAKERSFIELD OF ANY AND ALL .VARIATION IN- DIMENSION OR CONDITION THAT DIFFERS. FROM THE DIMENSION OR CONDITION AS INDICATED .ON THESE DRAWINGS. ' 2. EXISTING UTILITIES AND UNDERGROUND" FACILITIES HAVE BEEN SHOWN ON THESE, DRAWINGS -.ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ANY AND ALL UTILITIES AND UNDERGROUND FACILITIES. PRIOR . TO THE START ' OF CONSTRUCTION. THE CONTRACTOR SHALL , CONTACT UNDERGROUND SERVICE ALERT (U.S.A. -1 -800-227-2600) A MINIMUM' OF FORTY EIGHT- (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 3. ' ANY AND: ALL EXISTING UTILITIES AND/OR UNDERGROUND FACILTIIES THAT ARE REMOVED, DAMAGED', DISTURBED, OR UNDERCUT -SHALL BE REPAIRED, RESTORED, OR REPLACED AT THE- CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER AND IN ACCORDANCE WITH. THE AFFECTED FACILITIES' OWNER OR GOVERNING - AUTHORITY. 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. STREET IMPROVEMENTS NOTES: 1. CONCRETE CURB AND GUTTER SHALL BE TYPE "B" CURB AND GUTTER CONSTRUCTED IN ACCORDANCE WITH ' CITY OF BAKERSFIELD STANDARD DETAIL ST -1. 2. . CONCRETE RESIDENTIAL DRIVE APPROACHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -5, IN CONJUNCTION WITH COMBINATION SIDEWALK. 3. CONCRETE SIDEWALK SHALL BE COMBINATION SIDEWALK CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -8. 4. STRUCTURAL PAVEMENT SECTION SHALL BE ASPHALT CONCRETE (5 -INCH MINIMUM SECTION), AGGREGATE BASE MATERIAL (8 -INCH MINIMUM SECTION), AND PREPARED SUBGRADE (18 -INCH MINIMUM SECTION FOR PREPARATION), AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -.14. 5. EDGE OF ROADWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL. 357.57 FD BC IN LH i o . VERIFY SCALES ,IHS - JOHN HOUSTON SCHLOSSER • BAR IS ONE INCH (y) 5 (M) EASEMENT PER BK 470, (( I D B PG, 40$ O.R. o I � _ 850.329.' 272.729' - - - - - - - - ON ORIGINAL DRAWING DTG -_ -- -- __ 665.175'- _ J _ . - - - - - -• - - - - - - - - DWG. C-01 DWG. C-02 DWG. C- `-1 I ry " _ ' 47 3 dAPPRSCALES CHECKED BY PROJECT NUMBER m 00 o LL J p4 - 60240372 00 00 THIS SHEET; ADJUST DATECADD STANDARDS N ACCORDINGLY JUNE 2012 AECOM 0 c 0 REV DATE DESCRIPTION o . VERIFY SCALES ,IHS - JOHN HOUSTON SCHLOSSER BAR IS ONE INCH 3 51, 0 8. 5 8 9° 0 6' 5 6" E 1788.2341 20' WIDE PUBLIC ROAD 5 (M) EASEMENT PER BK 470, (( I D B PG, 40$ O.R. o I � _ 850.329.' 272.729' - - - - - - - - ON ORIGINAL DRAWING DTG -_ -- -- __ 665.175'- _ J _ . - - - - - -• - - - - - - - - DWG. C-01 DWG. C-02 DWG. C- " _ ' 47 3 dAPPRSCALES CHECKED BY " NI -.�-' 10 of SET T,BrM TOP B.C. INL,H, NW COR SEC, 36 30/87, 355,03 F -D C,❑,B. BC LH RIGHT OF WAY DEDICATION PER DOC NO. 0208157102 O.R. RIGHT OF WAY DEDICATION PER DOC NO. 0208121953 O.R. 131.945' 498.027' 29.99' r- - - 03 DWG _ C-04 cli VERIFY SCALES ,IHS - JOHN HOUSTON SCHLOSSER BAR IS ONE INCH 5 DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 65403 9-30-13 4 3 dAPPRSCALES CHECKED BY PROJECT NUMBER m 00 o IF NOT ONE INCH ON - 60240372 00 THIS SHEET; ADJUST DATECADD STANDARDS N ACCORDINGLY JUNE 2012 AECOM c REV DATE DESCRIPTION �W1 2 3 o 6. RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE REQUIRED AND ACHIEVED U I OER AND BENEATH THE CONCRETE SIDEWALK, CURB, AND GUTTER TO BE IN TALLED (AGGREGATE BASE MATERIAL AND SUBGRADE). 7. T E CONTRACTOR SHALL INSTALL PAINT TRAFFIC STRIPING, MARKINGS, AND MARKERS IN ACCORDANCE WITH THE STRIPING AND SIGNAGE DRAWINGS. 8. $I N PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSUMBLY OR EQUAL, ROADSIDE SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL T-19, WITHIN AND 6 IN HES FROM THE BACK OF CONCRETE SIDEWALK. HOSKING AVE, -- S89°11'40"E '2643.684' - - - H qq DDEEDDII � 1983.719' - --RIC�OC KO. 02072438CNI R, PER 1 RIGHT ❑F WAY DEDICATION PER (M) B'O'B PER FILED M A P DOC N❑. 0204114787 ❑,R, B K S ED P G r 27 RIGHT OF WAY DEDICATION PER DOC No. 0206001824 O.R. RIGHT OF WAY DEDICATION PER DOC NO, 0206001825 O.R. No.65403 AECOM Technical Services, In 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 I V 1 3 T 661.325.7253 F 661.395 0359 OF CA- www.cecom.com STORM DRAIN IMPROVEMENTS NOTES: 1. ANY AND ALL TRENCHING, BACKFILLING, AND COMPACTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 2. CONCRETE CATCH BASINS SHALL BE TYPE "A" CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL D-14. 3. CONCRETE GUTTER DEPRESSIONS SHALL BE "IN GRADE SAG" CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL D-17. 4. CONNNECTION TO EXISTING STORM DRAIN (18=INCH RCP) WITH NEW STORM DRAIN (18 -'INCH RCP) SHALL BE FACILITATED WITH A CONCRETE PIPE COLLAR, CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DETAIL D-19. THIS IS THE B,M, FOR THIS TOP❑ USGS HOSKING (PID DH6652) EL 375.00 PER DATA SHEET 375.00 _---X354.00 FD SCRC BC BX FD BC LH N 1/4 SEC' 36 30/27, I i N f 200 0 200 400 SCALE IN FEET i HOSKING AVENUE AT WIBLE ROAD PROJECT INFORMATION G-02 SHEET 2 OF 7 SHEETS S-2498 DI 11 3 4 ! 5 6 7 8 LEGEND NEW ROADWAY 5" A.C. PAVEMENT, 8" AGG. BASE, I '', STA: 13+32.34 3o a 30 60 18" 95� COM'PACT'ED SUBGRADE STA:7+02t , 39' LT STA:8+ , 34' RT a, >, EXIST. SDMH IN`STALE �IAN:HOLE TYPE B I W OFF:12,"511 - wiij c>* PAVEMENT ANGLE PT. :: NEW CONCRETE WORK (TYPE "B" CURB AN,,D GUTTER �� a INVERT=343.37 (N) EX 18�� SD STANDARD DRAWING S,-.21 ( v SCALE IN FEET ..� . COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY] INVERT -343.41 (W) EX 18 SD INVERT"=344.710 (kN) INVERT=343.47 (S) PROPOSED 18" SD INVERT -=344.80 (S) 6' SHOULDER (4" A.C. GRINDINGS 95% COMPACTED) p. I �" ;j\\ ..,,",.,_.... ._.....-...._„„...er_ y� �,, "-........-.,...-...,..t,. '~•`�..«..«.*.'"'... ,s i" i3 .ema+ - wvsuc wx...._ von.w mrax,« u.mm wuexn .aw.w�xmaxr .wxw« mxw yr .smav mm..,�.e� &?.j" aa» ...» �..,�eu• .:.w.._...9:�9V,': _.-.,,.............�,........, . .,. '"^---. .. ._...,.....,..._,.,....,.._.._ ...._..�.._ _�.�._..._.. ____.......,. .�-s»,.._....,,,�,,.�«..T..»._..,........, .,............... _...,...,... ,'"`^ w..,_ ......... .»..�.. .......... ...._.,. ....... ....... ......... .....,.. .,.....,. .......,,. ......,.... ., �.. ,,,w.<„ . - D.___ _ I D EXISTT SEWER � . MH �--- S� _ S. _._. _,.. _� � . ��., - ---- �,..�.. w_W_ . �,-�.�....�.._ ___.. w�+ ._..�.. � 3 9.18 u, 8 INVERT E 3 CONTRACTOR TO VE.R,IFY DEPTH A.ND ALIGNMENT OFA _.__ w .__..._._.. .�.� � ... � `� -R� � .. , .�.,�...�_ ,.sg ..�� _ _... _ - . ... &T ....ww.... - �� � d �', a„ ..._ �,._. 8" INVERTS 339.18 ,_,-._.......:. " INSTALL CLASS Ill ., DUCTS PRIOR TO CONSTRUCTION IF LESS THAN 1 -0 M '- . ry . � � ��1 --� �:.� -- _- Q S 18 RCP STORM CLEAR., NOTIFY ENGINEER "PRIOR TO CONSTRUCTIO"�N. " .., .-,� .. ..�.-TYPICAL AW -CUT _ � M����° ��� � r� � s3 ' > EXIST. SEWER MH N µ DRAIN AS SHOW „ 8 PVC INVERT N 333.00 , „ N 338.61 6+00 _ + _-..m..� _ __. �+ 0� �A�%EMEµ 8 PVC INVERT �, > 11 +0"��� +00 v - - - - _ - -_ - } 24' INVERT E 331.52 i - I �- _� ._ ...-.,.. - 1° - ICAL SAW-- CUT _-.-�.� _".. 24" INVERT W 331.49 --��� o �.,�. �-��..__ ._.�....,--_ .� CcD ..�._�.. ,. __--. �_ _ -- _ 0" MIN. Z ' „ 6 INVERTS 332.65 _ __._.._ s: S S S S - s - - - S - S - S -- -- - - S S _ _-_.._._ _ S s -1 C,, TYPICAL SAW -GUT (1 ' -0' MIN.] EXISTI.N_Q 4" AT&T._ �- S . ,... _ S -- - --- -- ._.._w s -- s S _..�r m _. �.. .�_.._ .-. r � z o ., S 2 � � w ( v a DUCT �wi s, , uj U w r Q __._....,.-,.._.-..... .-.,__...... __....._ .,...-_ ...._.a...,.,,., .. a .. .: .. ., ,... .. .. a .- ... a .. a -.. ."._. �n ex . « -mxrvweiva.ueza. �...__.. .........._ v STA:7+09+ 34 RT STA:8+ g s STA:13+38.16 STA:14+2�2 37 0�5 I I', OFF:31.00'R �y. , w-.� ' ! ��� _► INSTALL MANHOLE TYPE 8 IN, 3��WIDE TYPE A CATCH OFF:4.5,00"" ,�,PAVEMENT ANGLE PT 03 STA:6+78.,38 �� STANDARD DRAWING S-21 ( ) �BASIN IN GRADE SAG PER C.O.B. 1�8' DRIVE APPROACH STA: 11 +54.30 STA:13+38.16 C OFF:31.00'R Cay° ;r �& I DIVERT="344.17 (N) STANDARD D-14 AND D-17 PAVEMENT ANGLE PT.�e� STA:9 OFF:45.00'R. 88,54 STA,12+73.571 OFF:46.,50'R C INVERT=344.27 (E) a INVERT=344.90 (N) C1FF:45.OG'"R 20 DRIVE APPROACH STA:11+97,80 OFF:45,00'R END CURB, GUTTER, STA:6+97.32 - �� al 20' ( STA:6+78:38 1j i _: T M C>j E DRIVE APPROACH OFF:45.00'R FL ANGLE POINT & SIDEWALK. MATCH EX. BEGIN PAVEMENT TAPER OFF:45 0-0'R � - _OFF:45.00 R �s�- , 20' DRIVE APPROACH STA: 13+08 16 � �, BEGIN CURB, GUTTER, , 16 DRIVE APPROACH OFF 45.80 R & SIDEWALK. MATCH EX. 16' DRIVE APPROACH 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 L6 PROPOSED EDGE 0 PAVEMENT �. � ^,� Q 35 - - �..� - � �_ .... --_ - --------- �� ,5,� ��►� 356 CR� 354 - 354 Co �- A�PPP f�OX. EX`15TING ROUND AT 352 m � PROPOSED EDGE 0 PAVEMENT Q NORTH FLOW LI E 6+00 7+00 8+00 9+00 10+00 11+00 12+00 j 13+�00 14+00 B ._ PROPOSED CENTERLINE/CROWN 35" _....�.. 356 - - -" .,,_, 354 354 - -- W - - _. _ -- - �-- -- APPR I I� ; zG GROUND AT C. NTERLI.NE 352 W 35 CENTERLINE CL 6+00 7+00 8+00 9+00 10+010 11+00 12+00 13+00 14+00 STA:6+78.38 STA 8 ' _ APPRO . EXISTING GROUND AT STA:13+38.16 356 ~ 35 - BEGIN CURB, G TIER AND 1 CL 3' WI E CATCH BASIN PR. POSED FLOW LNE END CURB, GUTTER" AN -D SIDEWALK '10,, Cee5140 FL (352.81 FL) 352,20 F L) LP/GB 354 (n 35 352 0 S=0.20 A 00 Lu 350-t-- - 350 m RO:POSED GUTTER F SOUTH FLOWL� E J C Lu Lu i ' DESIGNED BY PROJECT'"`ENGINEER .:.- �� VERIFY SCADS JHS JOHN HOUSTON SCHLOOSSER a.e 6 j BAR IS ONE INCH tv ` DRAWN BY REG NUMBER ESP DATE 5 0•N ORIGINAL DRAWING i DRAWdNG LAK MO`KIN: A1ENUE AT WIBLE ROAD _ Q `Gaoa9 C01 i F r ' 4 DTG 65 03 9- .0-1"3 i , ` =� WQ.654fi13 � m AECO.M Teche�ical Services, Inc. PROJECT NUM-B:ER SHEET TRET �RROM NTS 3 ` CHECKED BY 5001 :fast Commercenter Dr. 5u+ 3 -. .. :. Bakersfield California 93309 100 � � �"� BA > z 4r Ie_ NOT ON �'.f °CM.. N - 60 40.37 1 2 :...: ,: C T 661.325.7253 I 661.395,035 . . PMIS MEL], DJUST AT CADD STANDARDS CY-I'. ° E .}.; '�; p 7 S S aRY.»,�a ... 1" 11 �) �1 1 " I Vi i" !L � T "10"N V 00 1.o 1 00 F HF _ 10/0 12 SOUTH FLOWLINE AND STQRM REVTSLON JT N $CALES AC RDING.LY � " CA WiNWAeCom.com. ' -' , S-2498 _DRAIN REV DATE DESCRIPTION APPR JUNE 2012 AE M . , ;� 1 � 3 __.. , 4� ! .- �* - 8 1 LEGEND w t 6 7 8 NEW ROADWAY- ,{5" A.C. PAVEMENT, 8" AGG.. BASE, I o I 18" 95� COMPACTED SUBGRADE) STA:7+02f Y I STA: 13+32.34 30 NEW. CONCRETE " EXIST. SDMH I w OFF.12.51 L C 30 .60 C ETE WORK (TYPE B' CURB AND GUTTER PAVEMENT ANGLE PT. ' INVERT=343.37 (N) EX 18" SD U SCALE IN FEET • ti ` • " : ` : COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY) INVERT=343.41 (W) EX 18" SD z I INVERT=343.47 (S) PROPOSED 18" SD ; DER (4 A.C. GRINDINGS 957 COMPACTED) CL SHOULDER _ _ _ __ ...., m__, z r�D ..,....w .. _ ..rw _ _.., ..... .,µ _ ..._, . INSTALL CLASS 111 18" RCP ___ • W W W .....�,, „,.�..,_ W .fr � .•;�<.;.'�-...:::.-.--..,.-fir _..._ STORM DRAIN AS SHOWN + + v TYPICAL AW-CUTo`' N 7F011=..,..__...9 SIN ~ ` o 0 __... TYPICAL SAW -CUT „ S S S S -�- --� S s s -- - s -__ -_ 5 _ __ I s S- S --- s -- s s S s(1'-0» MIN. z EXISTING 4 AT&T - -TYPICAL- - - �' CAt �AW-ft-11�"INJ- 7T w w-- , , d dg(10 U Q • iso-' - .. u r. ..s' .:• I• :.:••• .: �. - •• , •M _S .....f ... m � : rt tryL laf...«............+cv..-. . a;'..r• e STA:7+25STA:9+88,54 ,5 �5 s I STA:13+38.16 g �, 0 I I S OFF:31.00'R,, __: -.-.., STA:6+78.38 INSTALL 3' WIDE "TYPE A» CATCH OFF:45.00'R ¢, �o`° PAVEMENT ANGLE PT OFF:31.00 R BASIN (IN GRADE SAG) PER C.O.B. ¢ 20 DRIVE APPROACH STA:1 1+54.30 C PAVEMENT ANGLE PT. STANDARD D-14 AND D-17 OFF:45.00'R STA:13+38.16 INVERT=345.17 (N) PROPOSED STA:10+22.3 STA:12+73.57 OFF:46.50'R OFF:45.00' 20' DRIVE APPROACH STA: 11 +97.80 OFF:45.00'R END CURB, GUTTER, '•. OFF:45.00'R8 38 STA:6+97.32 18' DRIVE APPROAC OFF:45.00'R FL ANGLE POINT & SIDEWALK. MATCH EX. OFF:45.00'R BEGIN PAVEMENT TAPER BEGIN CURB, GUTTER, 16' DRIVE APPROACH 20' DRIVE APPROACH STA:13+08.16 &• SIDEWALK. MATCH EX. OFF:45.80'R j 16' DRIVE APPROACH 6+00.7+00 8+00 9+00 10 oy 11+0012+00 13+00 14+00 -_ - PROPOSED EDGE 0 PAVEMENT 35 ----�-�-- 356 354---- r% A 5 54 35 APPROX nX 7+00 7+00 AND S= STA:7+2 .00 , CL 3' WI E CATCH 352.1 7 352.00 L) LP/GB 9+00 NORTH FLO LINE 1 10+0 11+00 GQ` APPR X. EXISING _ GROUND AT C NTERLINE . EXISTING ROUND Al PROPOSED EDGE 0 PAVEMENT 12+00 13+00 PROPOSED CENTER LINE/CROWN GQ`' cy htV -. - __j -- _ CENTERLI NE 9+00 10+00 11+00 12+00 13+00 APPRO . EXISTING GROUND AT STA: 13+38.16 ROPOSED FLOWL NE END CURB, GUTTER ANI 353.40 EL_ S=0.20% ROPOSED GUTTER F SOUTH FLOVILINE VERIFY SCALES ---I'-''-- JHS v JOHN HOUSTON SCHLOSSER BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 65403 9-30-131 CHECKED BY PROJECT NUMBER / IF NOT ONE INCH ON - 60240372 THIS SHEET, ADJUST DATE CADD STANDARDS APPR SCALES ACCORDINGLY JUNE 2012 AECOM 3 No.65403 rn AECOM Technical Services., Inc �► 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 11 IV 0- g T 661.325.7253 F 661.395. 59 OF CA��4 www.aecom.com 1 HOSKING AVENUE AT WIBLE ROAD CITY OF BAKERSFIELD STREET IMPROVEMENTS PLAN AND PROFILE STATION 6+00 to 14+00 I I 6 7 i 14+00 354 352 14+00 354 352 C ■ ©1 V_ L6 U. Q -V N m U. Q N N Lu LQ i 4 W 0 W m Q Lu W NG Q C-01 3 7 SHEETS S-2498 0 6+00 U R �T 35 354 U r Z 35 J .. .6+00 co 35 STA:6+78.3F N : BEGIN CURE SIDMIX a ' (352.81 ' FL) 354- A 352 2 35 a _w o co 4 YN aN CO o b CL o • % CJ REV DATECn DESCRIPTION vi w A nX 7+00 7+00 AND S= STA:7+2 .00 , CL 3' WI E CATCH 352.1 7 352.00 L) LP/GB 9+00 NORTH FLO LINE 1 10+0 11+00 GQ` APPR X. EXISING _ GROUND AT C NTERLINE . EXISTING ROUND Al PROPOSED EDGE 0 PAVEMENT 12+00 13+00 PROPOSED CENTER LINE/CROWN GQ`' cy htV -. - __j -- _ CENTERLI NE 9+00 10+00 11+00 12+00 13+00 APPRO . EXISTING GROUND AT STA: 13+38.16 ROPOSED FLOWL NE END CURB, GUTTER ANI 353.40 EL_ S=0.20% ROPOSED GUTTER F SOUTH FLOVILINE VERIFY SCALES ---I'-''-- JHS v JOHN HOUSTON SCHLOSSER BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 65403 9-30-131 CHECKED BY PROJECT NUMBER / IF NOT ONE INCH ON - 60240372 THIS SHEET, ADJUST DATE CADD STANDARDS APPR SCALES ACCORDINGLY JUNE 2012 AECOM 3 No.65403 rn AECOM Technical Services., Inc �► 5001 East Commercenter Dr. Suite 100 * Bakersfield, California 93309 11 IV 0- g T 661.325.7253 F 661.395. 59 OF CA��4 www.aecom.com 1 HOSKING AVENUE AT WIBLE ROAD CITY OF BAKERSFIELD STREET IMPROVEMENTS PLAN AND PROFILE STATION 6+00 to 14+00 I I 6 7 i 14+00 354 352 14+00 354 352 C ■ ©1 V_ L6 U. Q -V N m U. Q N N Lu LQ i 4 W 0 W m Q Lu W NG Q C-01 3 7 SHEETS S-2498 LEGEND, CONDUCTOR SCHEDULE FOR NEW WIR114G NEW ROADWAY (5" A.C. PAVEMENT, 8" AGG. BASE, FOR TRAFFIC SIGNAL MODIFICATION I i 30 0 30 60 18" 95% COMPACTED SUBGRADE) .NEW CONCRETE WORK (TYPE "B" CURB. AND GUTTER COMBINATION TYPE. SIDEWALK AND RESIDENCE DRIVEWAY) 6' SHOULDER (4" A.C. GRINDINGS 95% COMPACTED) STA:16+06.69 D .;t OFF: 11.73'R PAVEMENT ANGLE PT. CONDUIT RUN 2 CONDUIT SIZE 2—INCH 2—INC DESIGNATION NEW NEW; (0 3) DETECTORS — 1 (08) DETECTORS 2 3 TOTAL DETECTORS 2 4 ---------------- i I SCALE IN FEET EXISTING TRAFFIC STA:20+80.96 I _ f SIGNAL! POLE OfF:61.21 L BEGIN CURB, GUTTER, f I i l (EX.! 1—A) & SIDEWALK. MATCH EX. . STA:20+80.96 STA: 19+77.76 di i , I OFF -16.561 OFF:63.42'L f I I L PAVEMENT ANGLE PT. PAVEMENT ANGLE PT. I #2'. ° 5 PULL 1 BOX o , l•,.... -.._.. ..,... ......- ..-.- .....- ........ - ...... ............... - - •...... ........ ....." ....... - ....... - ....... ...... ..�..,.� •.�m�•. . •{tet: i�., j' �� r 'p yr -. - ___ .r7•- ..� _rW. �.. _.. CROWN LINE _.. W , W r _ W TY W .4• i a -,3^-C^• -.�-ems.....,--•--'. tz: r. 9 .......:...:: - T c o y . 0 cv EXISTING 4" AT& _ `' r 8J8L c± o N UCTS (3) 8J8U Ty�A] 5W CUT HOSKI G .AVE U � Z — - 20 00 �1'-0" MIN. i I — c� z _ . .Mµ. .._.. 3150 7J5U w Q w= s s a s s- s s __ s s s s-— --_ s s --- -- s s s_ __ s �:: __ s_ s Q s s S-87 cn ry� • „TYPICAL SAW CUT (1----4J6U TYPICSAAW=CUT --- — w EXISTING 4 AT&T.....•DUCTS ( �M z.__. . __._. _ ,,-41$U w 2) s , I ��� w _..EXISTING TRAFFIC 55 T �,_ 418E SIGNAL POLE -EX. 6 —OHOHj _;..p MODIFICATIONS TO EXISTING TRAFFIC SIGNAL AND DETECTOR LOOPS: W STA: 19+77--t-T 1. CONTRACTOR SHALL REMOVE THE EXISTING TRAFFIC SIGNAL HEAD TV -1—T LOCATED ON THE OFF- .45'L ( ) PAVEMEN GLE PT. I STA: 14+99.01 EXISTING TRAFFIC SIGNAL POLE EX. 1—B AND RE—INSTALL TV -1—T ON THE E� ISTING TRAFFIC ___ --4w- OFF: 11. 1 §R STA:15+96.69 T ANGLE PT OFF�42 74'R SIGNAL POLE EX. ,1—A AS SHOWN. 1 - ' • PAVEMENt C END PAVEMENT TAPER 2. CONTRACTOR SHALL MAKE ANY AND ALL WIRING MODIFICATIONS REQUIRED FOR RE—INSTALLATION 1 I I tt) OF EXISTING TRAFFIC I TV—1—T , C S GNAL HEAD TV 1 TON EXISTING TRAFFIC SIGNAL POE, EX. 1—A. 124 3. EXISTING VEHICLE DETECTION LOOPS SHALL BE REMOVED AND REPLACED AS D RECTED BY THE CITY OF BAKERSFIELD TO FUNCTION AS REQUIRED BY THE STRIPING PLAN AND REVISED Q - • TRAFFIC PATTERN. MAKE CONNECTIONS WITH TRAFFIC SIGNAL SYSTEM AND PE FORM ASSOCIATED. MODIFICATIONS AS NECESSARY. 06 N 14+00 15+00 16+00 17+0000 18+00 19+00 20+00 21+00 22+00 N co 3 m 5 PROPOSED EDGE OF PAVEMENT BEGIN CURB, GUTTER 358 VALK APPROX. EXISTING GROUND AT Q PROPOSED LOWLINE 0 356--Q Q Q Q "b h ' U B �q� . soh �o� :'� �ti h�� hc• h�• hog• tK• .yh 356 S=0.20% 354-- 354 -35 APPRO :EXISTING GROUND AT hpM`.ti�P ,yon PROPOSEED EDGE OF PAVEM ENT 35CD 2 _ ' . 3507 PROPOSED GUTTER FLOWLI N E W CJ E. :. -- 350 Z NORTH FLOWLINE 0 CL 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 1 22+00 • 35 , w . PROPOSED CROWN LINE AT 3.5' f NORTH OF CENTER INE ~ - -G41- } CIA lb h �� .�h �`� �h '� '� "5 �P 356 15 q 35. 354 0 , APPOX. EXISTING GROUND W35 .r AT 9ENTERLINE 352 m o �. :. CENTERLINE j w 0 W O M� Z CD I +11 VERIFY CA DESIGNED BY PROJECT ENGINEER W A SCALES JHS JOHN HOUSTON SCHLOSSER �o Q� Ss BAKE DRAWING ••» BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE M O� acoreoaATE �� H OS K I N G AVENUE .AT W f B L E ROAD Q CITY OF x-02 m ON ORIGINAL DRAWING O d �' N 4' � - • � .- DTG 65403 9-30-13 = — i � -'"` f� m CHECKED BY PROJECT NUMBER o No.65403 m AECOM Technical Services, In . a SHEET 5001 East Commercenter Dr. Site 100 BAKERSFfELD STREET IMPROVEMENTS °� IF NOT ONE INCH ON — 60240372 * * Bakersfield, California 93309 4 r�^ THIS SHEET, ADJUST DATE CADD STANDARDS �q C 1 V 1 � ��3 . T 661.325.7253 F 661.39 .0359 C q✓e "Any IL PLAN "AND PROFILE STATION 14+00 to 22+00 Of 7 SHEETS "J _ SCALES ACCORDINGLY lF OF CA4�� www.aecom.com � LIF fl R� O �n REV DATE DESCRIPTION APPR JUNE 2012 AECOM S-2498 Z o X 3 4 5 6 7 I i 2 3 4 I 5, 6 7 8 -STALl'N 22+07.50 STA:26+58.44! ALL 3� WIDE "TYPE A" CATCH STA:23+90.03 OFF:46.41'L LEGEND 30 0 30 so N (IN GRADE SAG) PER C.O.B. OFF -51.00'L END CURB, GUTTER,! NEW ROADWAY (5" A.C. PAVEMENT, 8" AGG. BASE, DARD D-14 AND D--�17 TRANSITION TAPER END BAY TAPER & SIDEWALK. MATCH EX.! 18" 95% COMPACTED SUBGRADE SCALE IN FEET RT=350.31 (S) PROPOSED PER C.O.B. ) STANDARD T-4 STA:23+90.00 STA:25+93.88 - a'.� NEW CONCRETE WORK (TYPE "B" CURB AND GUTTER, STA:22+70.00 OFF -25.001 OFF:47.51'L COMBINATION TYPE SIDEWALK AND RESIDENCE DRIVEWAY) OFF -.61.21'L PAVEMENT ANGLE PT. 20' DRIVE APPROACH STA:26+62.98 0 " BEGIN BAY TAPER �� OFF:20.33'L REMOVE EXISTING TREE �s y�,. PAVEMENT ANGLE PT. #5 PULL BOX — RELOCATE AND RESET �� Al ._..�. .�.. _.: �,., EXISTING MAILBOX h� SD ----z o N + ; O N' M t INSTALL TYPE EXISTING AT&T "E"__.._.:......, __ _....._.._,_..., ...:..«,.... ,....... TYPICAL SAW—CUT 4 d' OR �DUCTS„ . 23+00 (1 MIN.) ..,a- �-. J8U �...,.....9� ..,.............. , .-.-��.... ... _ _ ._ 2_ .. 4+ OQ 8 �-1 — — _ 28+00 }� 29+00 3 � 0 2, 00 +00 UJI ,r 1 T^ i Z J 77.7.^, ,.M n •. s� e `W � 5 SS S ---- — - �a S S 5 S S - S S - _ _......_..... ,. . EXISTING PULL BOX SHALL BE INSTALL CLASS Ili 18” RCP REMOVED AND SALVAGED TO �, STORM .DRAIN AS SHOWN. — THE CITY OF BAKERSFIELDe — _ F7, MODIFI ATIONS TO EXISTING TRAFFIC SIGNAL AND DETECTOR LOOPS: CONDUCTOR SCHEDULE FOR NEW WIRING . CONTRACTOR' SHALL REMOVE THE EXIST (TV—1—T) FOR TRAFFIC STING TRAFFIC SIGNAL HEAD (TV 1 T) LOCATED ON THE SIGNAL MODIFICATION 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©` I SIGNAL POLE EX. 1—A AS SHOWN. EXISTING 18" RCP STORM DRAIN AT CONNECTION POINT }`J . CONTRACTOR SHALL MAKE ANY AND ALL WIRING MODIFICATIONS REQUIRED FOR RE—INSTALLATION PRIOR TO NEW STORM. DRAIN CONSTRUCTION. REMOVE AND I OF EXISTING TRAFFIC SIGNAL HEAD TV -1—T ON EXISTING TRAFFIC SIGNAL PO DISPOSE OF EXISTING STORM DRAIN INLET, FURNISH I z LE EX. 1— A. CONNECTION TO EXISTING STORM DRAIN PER C.O.B. 1-5 EXISTING VEHICLE DETECTION LOOPS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE STANDARD D-19'. 0 CITY OF BAKERSFIELD TO FUNCTION AS REQUIRED BY THE STRIPING PLAN AND REVISED LO TRAFFIC PATTERN. MAKE CONNECTIONS WITH TRAFFIC SIGNAL SYSTEM AND PERFORM 1 I ASSOCIATED MODIFICATIONS AS NECESSARY I N O N 2-2+00 y ZI rRVJGI.I tNu11l4ttnJOHN 2—INCH o JHS HOUSTON SCHLOSSER BAR IS ONE INCH STA:22+07.50 — REG NUMBER EXP DATE ON ORIGINAL DRAWING 35&4CL-.3' DTG 65403 9-30-131 1 1 CHECKED BY- WIDE CATCH BASIN 0 60240372 THIS SHEET, ADJUST 0 CADD STANDARDS APPR SCALES ACCORDINGLY JUNE ' U. B . 353.80 FL) LP/G3 3 35 35 - .� aw a Z .. ' O J 3 U - O , N (Il O d , ' U - c ' E A 0 3 a �w >a c N C cf) N U . • ' N p' i m 00 �N 4 N oM, , M, o 0 �a REV DATE DESCRIPTION 0ii' X 23+00 24+00 25+00 26+00 STA:25 81 APPROX. EXISTI G GROUND AT 355.01 FL PROPOSED EDGE OF PAVEMENT _j POSED GUTTER VERIFY SCALES ZI rRVJGI.I tNu11l4ttnJOHN 2—INCH 2—INCH JHS HOUSTON SCHLOSSER BAR IS ONE INCH DRAWN BY — REG NUMBER EXP DATE ON ORIGINAL DRAWING 2 DTG 65403 9-30-131 1 1 CHECKED BY- PROJECT NUMBER / IF NOT ONE INCH ON 60240372 THIS SHEET, ADJUST DATE CADD STANDARDS APPR SCALES ACCORDINGLY JUNE 2012 AECOM 3 NORTH FLOWLINE No.65403 % m AECOM Technical Services, c. 5001 East Commercenter " . Suite 100 * Bakersfield, California 9330 CIVIL T 661.325.7253 F 661.3 5.0359 Of CA t-4 www.aecom.com I 27+00 28+00 29+00 CONDUIT RUN ZI Q CONDUIT SIZE 2—INCH 2—INCH RESIGNATION NEW NEW (03) DETECTORS — 1 (08) DEFECTORS 2 3 TOTAL DETECTORS 2 4 30+00 358 356 354 352 I i I L � , DR •HOSKING AVENUE AT WIBLE .ROAD STREET IMPROVEMENTS S" PLAN AND PROFILE STATION 22+00 to 30+00 OF 7- H �I 0 CL v/ Q O LU m j AWING Q C-03 EET 5 7 SHEETS o S-2498 Z 2 3 UJI W W EXISTING MEDIAN STRIPING Z (DETAIL 31)UJI HOSKING AVENUE 04 EXTEND DETAIL 8 " LANELINE" " TO MEETDETAIL 8 EXISTING - STRIPING. APPROX. MATCH LOCATION STA: 10+99.17 = STA:3+35f ..REMOVE ALL CONFLICTING OFF:7.00'R LANE DROP SIGNAGE AND STRIPING. BEGIN MEDIAN STRIPING, : DETAIL 31 U STA:20+75.45, OFF:27.43'L BEGIN "LANE STRIPING, DETAIL 8 DETAIL •8 STA:1.8+22.69, Q _ INSTALL NEW SURFACE -MOUNT 0 0 CHANNELIZERS PER A73C (TYP) 5 a yy STA:19+44.00 o U 0FF:3.501 a B I k END MEDIAN STRIPING �. :. MEDIAN STRIPING, DETAIL 28 o= - DETAIL 8 • P f. N O O m Z iv 12 �N 4 r LIMIT LINE/ STOP BAR 1. 18+00 19+00 r 20-1-00 CD °D - _ w Z '" r M - _ Q �S 0. C14 _.r. Q m i U 0 u7 DETAIL •8 STA:1.8+22.69, Q _ OFF:0.50'R TYPE IV (L) ARROW 0 0 END BAY TAPER (TYP OF 2) ' TYRE IIV. STA:19+44.00 (R) ARROW OFF:0.5.0'R . w Q END MEDIAN STRIPING (TYP " OF 2) DETAIL 38A o= N O O m -I m 5 12 �N 4 U U • /iiREV 6DATE DESCRIPTION mw 1 2 X STA:20+76.67 OFF: 15.461 BEGIN LANE STRIPING DETAIL 8 50' 175' DETAIL 38A TYPE IV (R) ARROW (TYP OF 3) R3-7' SIGN -- [- "CHEVRON" STRIPES STA:10+99.17 OFF:7.00'L BEGIN MEDIAN DETAIL 31 1 i dt - ! 1- r DETAIL 8 U TA: 12+73.57 OFF:7.00'R MEDIAN STRIPING ANGLE PT. STA:22+69.90 OFF:35.00'L END LANE STRIPING I� W73A (CA) N _ HOSKING AVENUE 21+00 ' 22+00 23+00 RE -STRIPE (DETAIL 38A) LIMIT LINE/ 220' STOP BAR 175' .I I •• 1 I W9-1 SIGN DETAIL 8 I I VERIFY SCALES DESIGNED BY PROJECT ENGINEER JHS JOHN HOUSTON SCHLOSSER BAR IS ONE .INCH DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DTG 65403 9-30-13 1 CHECKED BY PROJECT NUMBER / IF NOT ONE INCH ON - 60240372 THIS SHEET, ADJUST DATE CADD STANDARDS APPR SCALES ACCORDINGLY JUNE 2012 AECOM No.65403 01V %\ 87.5' W4-2 SIGN 175' DETAIL 8 r-- DETAIL 27B STA:16+06.69 OFF:3.50'L" STA:12+73.57 MEDIAN STRIPING ANGLE PT. OFF:7.00'L MEDIAN STRIPING ANGLE PT. N Q _.. DETAIL 27B STA: 16+06.69 OFF: 13.00'RJ MEDIAN STRIPING ANGLE PT. STA:23+90.00 OFF:23.15'L LANE STRIPING ANGLE PT. DETAIL 8 W4 -1a SIGN 40 0 40 80 SCALE IN FEET STA- 17+02.69 OFF:3.50'L 0 END DETAIL 31, BEGIN DETAIL 28 17 0 I _ -A - W Z J wo STA: 17+02.69 OFF: 13.00'R BEGIN BAY TAPER, END DETAIL 31, 'BEGIN DETAIL 28 TRANSITION TAPER PER C.O.B. STANDARD T-4 Q �S N U. Q s EXTEND DETAIL 8 TO APPROX. N LOCATION STA:32+40f (GRANITE PEAK STREET) U) -4 W to NQ.�- 24+00 I + -27+�­31 28+00 00Uj EXISTING MEDIAN EXISTING STRIPING DETAILS 2 AND 38A ------ ------___-- �l! EXISTING STRIPING Z l (DETAIL 38) m# 0 Q 1� 0 Uj i ` _j 87.5 o m RIGHT LANE CL DROP ARROW IL 8 TYPE' VI W (TYP OF 3) DRAWING HOSKING AVENUE AT WIBLE ROAD Q `��piWORATE•d ST 01 rSHEET AECOM Technical Services, In . CITY O F 5001 East CommSuite 100 BAKE RS F I E LD Bakersfield, Californiarnia 93 933099 or T 661.325.7253 F 661.39 .0359 C' '"`CRY 1' STRIPING AND SIGNAGE P LAN Of 7 SHEETS ^^ www.aecom.com X11 V S-2498 Z 6 8 i 0 u7 _ Q 17 0 I _ -A - W Z J wo STA: 17+02.69 OFF: 13.00'R BEGIN BAY TAPER, END DETAIL 31, 'BEGIN DETAIL 28 TRANSITION TAPER PER C.O.B. STANDARD T-4 Q �S N U. Q s EXTEND DETAIL 8 TO APPROX. N LOCATION STA:32+40f (GRANITE PEAK STREET) U) -4 W to NQ.�- 24+00 I + -27+�­31 28+00 00Uj EXISTING MEDIAN EXISTING STRIPING DETAILS 2 AND 38A ------ ------___-- �l! EXISTING STRIPING Z l (DETAIL 38) m# 0 Q 1� 0 Uj i ` _j 87.5 o m RIGHT LANE CL DROP ARROW IL 8 TYPE' VI W (TYP OF 3) DRAWING HOSKING AVENUE AT WIBLE ROAD Q `��piWORATE•d ST 01 rSHEET AECOM Technical Services, In . CITY O F 5001 East CommSuite 100 BAKE RS F I E LD Bakersfield, Californiarnia 93 933099 or T 661.325.7253 F 661.39 .0359 C' '"`CRY 1' STRIPING AND SIGNAGE P LAN Of 7 SHEETS ^^ www.aecom.com X11 V S-2498 Z 6 8 i LANELINES (MULTILANE HIGHWAYS) DETAIL 8 DETAIL' 278 111�EDGE OF TRAVELED WAY C I 1 `-O" GRID ]�11.^�J. A=1 ■a15 f{t2 j/j{� �!(�II�J�' I (For Type X (R) arrow, use mirror image) 7._311 11_0" GRID 1 •-O,r A=27 ft2 TYPE 29 M... ARROtf (For Type Till (R) arrow, use mirror image) x 3° lei„ tt e.. // * ° Min 3" x 12" RETROREFLECTIVE SHEETING, SEE NOTE 5 2a/q" Min WHITE POST, SEE NOTE 6 SURFACE MOUNT SOIL EMBEDDED( 1­0zc U 36" Min where speeds are 40 milesth or less. CHANNELIZERS N w, MEDIAN ISLANDS : DETAIL 28 MEOW VERIFY SCALES -...1. v JHS 4' S lj cD 1 Z BAR IS ONE INCH w� S DRAWN BY REG NUMBEREXP DATE u ON ORIGINAL DRAWING DTG 65403 9-30-13 o ° -TWO—WAY LEFT TURN LANES. !0 ' ' DETAIL .31 �- No.6W3 E �* Z CHECKED BY J•. 5001 East Commercenter Dr. $ ite 100 00 rn IF NOT ONE INCH ON — 60240372 W * Bakersfield, California 93309 CLO CNANNELIZING LINE' N 0 A DETAIL 38A 8" WHITE LINE CL DATE �. REV DATE DESCRIPTION APPR JUNE 3 AECOM OF CAL\F www,aecom.com M 1 VY N r7 O 3 ' ' I 1 `-O" GRID ]�11.^�J. A=1 ■a15 f{t2 j/j{� �!(�II�J�' I (For Type X (R) arrow, use mirror image) 7._311 11_0" GRID 1 •-O,r A=27 ft2 TYPE 29 M... ARROtf (For Type Till (R) arrow, use mirror image) x 3° lei„ tt e.. // * ° Min 3" x 12" RETROREFLECTIVE SHEETING, SEE NOTE 5 2a/q" Min WHITE POST, SEE NOTE 6 SURFACE MOUNT SOIL EMBEDDED( 1­0zc U 36" Min where speeds are 40 milesth or less. CHANNELIZERS N w, 11 VERIFY SCALES -...1. v JHS i nv 11 JOHN HOUSTON SCHLOSSER S BAR IS ONE INCH w� S DRAWN BY REG NUMBEREXP DATE u ON ORIGINAL DRAWING DTG 65403 9-30-13 4 am m i ' No.6W3 AECOM Technical Services, Inc. CHECKED BY PROJECT NUMBER 5001 East Commercenter Dr. $ ite 100 00 IF NOT ONE INCH ON — 60240372 W * Bakersfield, California 93309 U THIS SHEET, ADJUST SCALES ACCORDINGLY C f$ 0. lF T 661.325.7253 F 661.395.0 59 DATE CADD STANDARDS REV DATE DESCRIPTION APPR JUNE 2012 AECOM OF CAL\F www,aecom.com M 1 2 3 4 RIGHT LANE ENDS W9-1 SIGN W4-2 "MERGE/LANE DROP" IF THRU TRAFFIC MERGE LEFT i W4-1 a SIGN GHT LAN RNS RIGI ,AHEAD. W73A (CA) SIGN R3-7 SIGN CITY OF BAKERSFIELI W -6u 1'-0" GRI A=42 ftz _TYPE 1 --ARROW Right lone drop arrow (For left lane, use mirror image) HOSKING AVENUE AT WIBLE ROAD STRIPING AND SIGNAGE DETAILS 7 Well W N1 I— �i " V a' N LU W Q Q. Z W _ J Q 4 W J Q DRAWING Q ST -02 SHEET 7 r�rn OF 7 SHEETS v1 S-2498 Q 11 1'-0" GRI A=42 ftz _TYPE 1 --ARROW Right lone drop arrow (For left lane, use mirror image) HOSKING AVENUE AT WIBLE ROAD STRIPING AND SIGNAGE DETAILS 7 Well W N1 I— �i " V a' N LU W Q Q. Z W _ J Q 4 W J Q DRAWING Q ST -02 SHEET 7 r�rn OF 7 SHEETS v1 S-2498 Q