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Home My WebLink About6.1-1707 Record Drawingry c - I N Y 0 F- 0 3 N I 0 0 N c� z ry w W z z w I 0 0 i C) n LIST OF DRA WINGS SHEE T 7 Tl L E SHEET U. S. G. S. DA T SHEE T 2 SE TIONS STINE ROAD FROM PANAMA LN TO SHEET 3 DETAILS Y STANDARDS 3 7, ST -9, ST -12, ST -14, ST -27 ST— 7, ST -2, ST SHEET 4 S IPING DETAILS "CLASS 3 CON SHEET 5 RA MP DETAILS ALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEFINED SHEET 6 CAL TRANS ACCESS RAMP DETAIL SHEET 7 PA VEMEN T/STRIPING - PANAMA LN TO STA 31+60 SHEET 8 PAVEMENT/STRIPING 26 - STA 31+60 TO HARRIS ROAD SHEET 9 PAVEMENT/STRIPING - HARRIS ROAD TO STA 60+10 SHEE T 10 PA YEMEN T/S TRIPING - STA 60+10 TO PACHECO RD SHEET II CONSTRUCTION PHASING DETAILS CITY OO F BA � ERSFIELD THE MONUM T AT THE S TREE T IN TERSEC TION OF S TINE ROAD AND HARRIS RD SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DA T M NA VD 83 BASIS OF BEARING CENTERLINE OF STINE ROAD FROM PANAMA LN TO HARRIS RD. IS SHALL BE USED AS THE BASIS OF BEARING C Y STANDARDS 3 7, ST -9, ST -12, ST -14, ST -27 ST— 7, ST -2, ST DETAIL 37 NO TE.- E:ALL ALLREFEREN S TO "CLASS B CONCRETE" SHALL BE REPL A CED WITH "CLASS 3 CON RETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICATIONE MAY 2006, EDITION. ALL REFERENCES TO "CLASS A CONCRETE" S ALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEFINED IN THE CAL TR NS STANDARD SPECIFICATIONS MAY 2006, EDITION. 20 10 PA VEMEN T REHA BIL I TA TION A20A, A208, A2 D, A24A, A24D, A24E, A88A CONVENTIONAL SYM LS 9 — — — — — — — EA SEMEN T EXIST CURB & CUTTER -- RIGHT-OF-WAY --------------- EXIST A. C. FLOWLINE CEN TERL INE - '�= - - - '�- - - - '�- - EXIST EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL X x x CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS W EXIST WATER LINE E EXIST GAS LINE ° EXIST AERIAL E LINES N EXIST UNDERGROUND E TV CABLES EXIST OIL LINE T MH F.H. a E-XISTING MANHOLE � FIRE HYDRANT P.P. W.M. -w - [DOWER POLE ❑ WATER METER . V. P-4 G.M. El G. V. N i� XISTING MONUMENT CO STORM DRAIN FO -1 STING CLEAN OUT S.L. EXIST �£STREET LIGHT EXIST STREET ucHr w/Masr ARM O EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE EXISTING WATER VALVE GA S ME TER GA S VA L VE BENCHMARK PHASE 2- ST/NE ROAD: PANAMA LN, TO PACHECO RD. CITY PROJECT NUMBER: TOK231 LU(,A11UIV MAY NOT TO SCALE FINAL PAY QUANTITIES NO T TO BE USED FOR BIDDING PURPOSES DESCRIP TION UNI T QTY ROAD WA Y EXCA VA TION C Y 11,676 DETAIL 8 LF 12,157 DETAIL 21 LF 763 DETAIL 29 LF 298 DETAIL 37 LF 1,686 DETAIL 58A LF 2,487 DETAIL 39 LF 6, 367 DETAJL 39A LF 1, 733 4 7/2 " WIDE BL UE S TRIPE L F X38 BL UE MARKINGS SF 14 WHI TE MARKINGS SF 2,790 BL UE MARKERS EA 26 .. k Job No.: TOK231 File Name: Stine— approved.dwg SACRAMENTO • \SAN FRANCISCO •FRESNO CITY OO F BA :ERSFIELD •LOS ANGELES SAN DIEGO STATE ' CALIFORNIA � 0 V Q) NO TE.- THE E:THE CON TRA C TO MUST POSSESS THE FOL L 0 WING VA L ID L I CENSES: 71A SS 4 NO TE.- THE E:THE CON TRA C TO SHALL CONTACT THE USA L OCA TOR U SERVICE 1-800- 42-2444, 48 HOURS PRIOR TO 4 4 EXCA VA TION. W �CT LE1DGT 1.0 MILES QROFESS/pN 0 A Lu C 46803 * Exp. 6-30-11 CIV 1 OF CA1 — 6- 1-1707 ?# a — 2010 PAVEMENT REHA ST/NE ROADS PANAMA ClN PROJECT I APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE Uj j CIVIL NGINEER IV — DE IGN ENGINEERING DATE O ~— t 2-S" 12.0 It N TRAFFIC ENGINEERING DATE ITA TION PHASE 2 NO I TO -PACHECO,RD of BER. TOK231f J I4, 1)SHEETS 0 1 2 3 I Q , Q Z Q APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE Uj j CIVIL NGINEER IV — DE IGN ENGINEERING DATE O ~— t 2-S" 12.0 It N TRAFFIC ENGINEERING DATE ITA TION PHASE 2 NO I TO -PACHECO,RD of BER. TOK231f J I4, 1)SHEETS 0 1 2 3 I Q , Q APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE Uj j CIVIL NGINEER IV — DE IGN ENGINEERING DATE O ~— t 2-S" 12.0 It N TRAFFIC ENGINEERING DATE ITA TION PHASE 2 NO I TO -PACHECO,RD of BER. TOK231f J I4, 1)SHEETS 0 1 2 3 I w m O J z O m 0 w O n 0 II m d - C6 �t 0 N O 0 C) 0 CIO LIMITS AS 9 ON PLANS MA TCH TO EXI; ROADWA Y SURI EXISTING RDADWA MA TCH ROADW LIMITS ON PL PLAN VIEW EXISTING ROADWAY SURFA CF MATCH TO EXISTING ROAD WAY SURFACE/BEGIN TRANSITION EXISTING 0VERLA Y(S) (VERIFY IN FIELD) — COURSE(S) TO MATCH EXISTING ROA DWA Y SURFACE FULL DEPTH RECONSTRUCTION 100' TRANSITION END TRANSITION EXISTING ROADWAY FINISH PRO,1EC T SURFA CE ROA DWA Y SURFACE / EXCA VA TION LIMITS SECT/ON VIEW ST/NE ROAD THF—IN AT L /M/ TS OF PROJE=CT RAISED MEDIAN ISLAND TTHIS DETAIL IS TO BE USED AS A GUIDELINE DETAILS ON PLANS SHALL BE USED. BEGIN PA VING PA VIN SURFACE I" N SURFA CE LOWER THAN POINT 'A' GRADE BREAK TRA NSI TION POINT 'A' 50' CURB REVEAL TRANSITION AREA PA VE ENT SURFACE TRANSITION AT TURN POCKETS -PLAN VIEW TYPIC14L A T SINGLE LANE TURNS ONL Y CITY SOF BAKERSFIELD, CALIFORNIA NOT TO SCALE GRADE BREAK TRA NSI Tl t7IV RAISED MEDIAN ISLAND N NOT TO SCALE PUBLIC WORKS DEPARTMENT File Nome. Stine -approved Job No.: T3K231 Do te: Feb. 4, 11 RECORDS INDICATE EXISTING MEDIAN CURBS AS FOLLOWS: STA 10+50 TO STA 13+60- FULL DEPTH MEDIAN CURB STA 13+60 TO HARRIS ROAD -TYPE W" TACK- ON MEDIAN CURB PROTECT ALL MEDIANS IN PLACE 1 100.00 A. C.1 FINISH ROADWAY SURFACE RFFzR€NE€ LlN€ Dnp niani CURS OF GUTTEP TO - PROFILE 0_,144DE LINE (,2a)- 8" as ow TOP OF EX C�1 LIP OF EX CURB PROFILE GRADE LINE (PGL) HINGE POINT A T LEFT TURN POCKETS/ SEE DETAILS 100.00 TOP OF CURB 1 EXISTING MEDIAN WIDTH VARIES BETWEEN 14'-22' SEE PLAN FOR I LAYOUT SEE NOTE THIS SHEET REGARDING MEIONCU S 100.00 EX A. C. EXISTING CURB REVEAL VARIES FROM 0.35' TO 0.67' 9, p0 S/io AN pN q REGIS TERED Cl VIL ENGINEER C 46803 y� Exp. 6-30-11 I TY OF BAKERSFIELD 501 TRUXTUN AVENUE qTF C/v� AKERSFIELD, CA 93301 OF cp\ REVISIONS No. DA TE BY DESCRIP TION 02/04/2011 JAFLORES REVISE DETAIL li� FINISH ROAD WA Y SURFACE JK • - .. khS9MN .. ADE IV SEE PLAN VIEWS FOR ELEVA TIONS PLACE 0.20' TYPE 'A " A. C. RECORD INFORMA TION: I ELEVA TIONS NOTED FOR 'A. C" ON -6190' -r��;Z— ;� EXISTING RDADWA Y SECTION ~ SHEETS 7 -JO ARE FINAL SURFACE INCLUDES OVERLAY COURSES OVER 0.80' TYPE 'B" A.C. PRFl��-PERQI�-GE 6�A� ELEVA TION OF NEW A. C. 0VERLA Y 1 1 PLACE 0.20' TYPE 'A " A. C. 1 STINE ROAD- PANAMA L TO HARRIS ROAD TYPICAL STREET SECT/O oVER o.80' TYPE 'e" A.c. REFERENCE LINE FOR MEDIAN CURB CONSTRUCTION -LIP OF GUTTER TO PROFILE GRADE LINE (PGL) —1 STRAIGHT GRADE 14' WIDE -CENTERED ALONG STREET CENTERLINE- GRIND 0.20' BELOW EX. ROA DWA Y SURFACE. PLACE 0.20' TYPE 'A " A. C. COURSE P. G. L. REFERENCE LINE FOR MEDIAN CURB CONSTRUCTION -LIP OF GUTTER TO PROFILE GRADE LINE (PGL) STR IGHT GRADE PLACE 0.20' TYPE 'A" A.0 OVER 0.80' TYPE 'B" A. C. STINE ROAD- HARRIS ROAD TO PACHECO ROAD TYPICAL STREET SECTION i RECORDS INDICA TE FULL DEPTH MEDIAN CURBS ON BOTH SIDE OF MEDIAN ISLAND STA 10+50 TO STA I3+ 60. PRO TEC T IN PLACE --� DESIGN AT EXPANDED INTERSECT/0'1/ (SOUTHBOUND ST/NE RD AT PANAMA LN) NTS NTS w n Drown: IAFlores 2010 PAVEMENT REHABILITATION 051 TINE ROAD- Design Eng: JAFlores Checked By: PANAMA LN TO PACHECO RD ' SEC IONS/DETAILS ADDENDUM NO.1 0 1 SHEE T NO. 2 OF I1 2 3 a� 0 L Q Q 0 I / 0) 0 c I N O F-- O O N I O O N / O z n, w w z_ CD z w 0 0 J / N R=0.5" (12mm) 2 0, Mur. , rix f El , I. EXISTING MANHOLE SHALL BE CENTERED IN THE PAD ,t NO TES: t ------------c:: 1. All work shall conform to the opplicoble sections of the specifications entitled 'Standard Specifications, State of California, Department of Transportation', approved current edition. Class A 2. All unlined manhole joints shall be filled with Kent Concrete seal or approved black mastic equal. Inside of manholes must be mortared and neat/ raked ori d ' d e y wpe on rns� •�"�� of pipe. II J. Pre cost reinforced manhole sections sholl be constructed �,- I in accordance with the provisions of ASTM C-478, current edition. PLAN A T URFACE 5. Concrete pad shall be cured with o white pigmented curing compound as per section 90-7.018 of the standord specifications. P.C.C. slob not to be poured until 6. See standard drawing SW -6 for frome, cover" and pavin5l is in place. Slob and lid drop manhole details. to be 0.125" to 0.25" (3mm to 6mm) below new finished poving. 0" Min, ... ... ..... .... .......... ......_._ .......; 2-1 Mortar, j Dry Pocked a SW -2 TYPE 7A ' MANHOLE See standard drawing SW -6 for frame and cover details The upper portions of incoming and outgoing sewers shall be removed and the broken edges shall be plastered smooth with cement mortar. Note: P.C.C. slob not to be poured until poving is in place NO TES: I. All work shall conform to the opplfcable sections of the specifications entitled "Standard Specifications, State of California, Deportment of Transportation" approved current edition. 2. Mortar shall consist of one part Portland Cement and two parts of clean, well graded sand. V J. Joints shall be filled with mortar and neatly cleaned or wiped on inside of pipe. 4. Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. SW -4 ' TYPE 'B' MANHOLE CITY OF BAKERSFIELD, CALIFORNIA Sowcut & Finish .0.5" (15mm) Rod. A. C. Agg. Base NO TES: I. All work shall conform to the opplicoble sections of the specifications entitled "Standard Specifications, State of California, Business and Transportation Agency, Department of Transportation" approved current edition. 2. Pipe material shall meet 1.4.2 J. A# concrete shat/ be Class A 4. Cleonout frome and cover shall conform to the City of Bakersfield standard SW -6. 5. Concrete shall have no additives unless prior written approval is obtained from the City Engineer. 6. Concrete shalt be cured with a white pigmented curing compound per Sec. 90-7.018 of the standard specs. 7. Top of slab shot/ be troweled smooth and given a light broom finish. t Approved_ Mastic P.C. C. slob not to be poured until paving is in place Sowcut & Finish -- .0.5" (15mm) Rod. 8.0" Dia. x 7.0" Building paper or (0.2m x 0.18mJ plastic sheeting pipe collar Gravel 20' x 20' (0,6m x ot 6m) Concrete t dot' %0" Riser Pipe 8. 95q relative compaction is required per city std. ST -13. 9. Building poper or plastic sholl be placed between the 0.5' (0.15m) concrete foundation and 4.5' (0.12m) slab. 10. Fill cavity between pipe and collar with gravel to within 0.5" (15mm) of top of pipe. Caulk remaining 0.5" (15mm) with approved mastic to top of pipe for water tight seol. 11. Collor shall be VCP, ABS, or PVC pipe. 12. Finished PCC slob to be 0.125' (3mm) min. and 0.25" (6mm) max. below finished poving surface. CLEANOUT DETAIL PUBLIC WORKS DEPARTMENT SW -5 QRoF E SS I OPV DEAN o GIS FRED l VIL ENGINEER C 46803 y� Exp. 6-30-11 :l TY OF BAKERSFIELD 507 TRUXTUN AVENUE 'AKERSFIELD, CA 93307 OF CA\ - REVISIONS o. DA TE DE -SCRIP TION 1 / / 271 / / RECORD INFORMATION NO TES: EXISTING CITY OF BAKERSFIELD SEWEA MAIN ALON _STINE ROAD CONSTRUCTED IN 1969 INDICA TES A 27" MAIN LINE LOCA TED 27 FEET ��,S OF STINE ROAD CENTERLINE. DEPTH OF LINE ALONG STINE ROAD IS GREATER THAN 10' BELOW STREET FINISH SURFACE. PLANS FOR "TRAFFIC SIGNAL SYSTEM ON PACHECO ROAD AT STINE ROAD" ARE AVAILABLE FOR REVIEW AT CITY OF BAKERSFIELD ANNEX BUILDING (FILE NO. 3.2-244) 2007 TRAFFIC VOLUMES LOCA TION VOLUME STREET STINE ROAD - R -VALUE PANAMA LN TO HARRIS RD 15, 365 6 STINE ROAD - PANAMA LANE 9.5 HARRIS RD TO PACHECO RD 19,744 STINE ROAD- PACHECO RD TO WHITE LN 27,646 PANAMA LANE - EAST OF STINE RD J1,317 HARRIS ROAD - EA S T OF S TINE RD 9,920 ST/NE ROAD ROAD DES/GN DATA STREET T,L R -VALUE STINE ROAD 8.5 6 PANAMA LANE 9.5 43 �,y 2 File Nome: Stine -approved Drawn: JAFlores Op� Job No.: T3K231 Design Eng: JAFlores 2010 PAVEMENT REHABILITATION STINE ROAD= SHEET No. Date: Jan. 21, 11 Checked By: PANAMA LN TO PACHECO RD DETAILS/PHASING 3 OF 11 0 1 2 -91 WHEN HYDRANT IS WITHIN 50' OF CURB RETURN, PL A CEMEA1 T OF FIRE HYDRANT MARKER A T TH SIDE STREET SHALL BE REQUI D. all ........... TRAFFIC FLOW cn w ry 0 J LL z 0 M� W > 6" (PER MU TCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. n FIRE HYDRANT ........................................ LANE TWO � ' TRAFFIC FLOW LANE ONE i PLACEMENT OF OF FIRE H XDRAN T MARKER SHALL BE LOCA TED 3" OUTSIDE OF THE LANE ONE STRIPE Q Li FIRE HYD MANT 0 MARKER iL 00044TIONS 0 I I Q 00 N 0 N N L a C a T) aD > 0 a a I a� Cf) DETAIL 39 OR DETAIL 39A AS NOTED ON PLANS 0 C U) 5' N BIKE 0 0 PA TH 0 ALL BIKE LANE MARKINGS S LL BE CENTERED WTHIN THE 81AE LANE WTDTH UNLESS DIRECTED BY CITY ENGINEER, 0 0 N c� z w w > NOT TO SCALE FACE OF CURB > PA VEMENT MARKINGS (WHITE) PER STANDARD PLAN A24A - CENTER IN LANE PAVEMENT MARKINGS r (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE BIKE LAN MARK/NG D TL (NO STRE T P ARKING) CITY OF BAKERS > NOT TO SCALE FIELD, > 0 BIKE LANE - SEE PLANS FOR WIDTHS DETAIL 3 FEND DETAIL 39 A T BCR WHEN DETAIL 39A lS NOT SHOWNON 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 M/D-ARC POINTS OF THE CURB RETURNS TERMINA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANES TRIPING A T INTERSECTIONS WITHOUT STOP BARS 4' 8' PARKING WIDTH BIKE PA TH DETAIL 39 OR DETAIL 39A AS NOTED ON PLANS ALL BIKE LANE MARKINGS SHALL E CENTERED WTHIN THE BIKE LANE WIDTH UNLESS DIRECTED Y CITY ENGINEER. BIKE LANE MARK/NG DTL (STREETPARKING) CALIFORNIA FACE OF CURB 0 � N QRpFESS/ON q OF-AN;01 CO REGISTERED CI VIL ENGINEER C 46803 -- * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C1V1\ BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 271 / / RAILROAD CROSS/NG DETAIL N NOT TO SCALE NOT TO SCALE 2'-8 1/2" 3,_.9» 6" GRID A (White) =3.58 sq ft A (Blue) =14 "sq ft SEE PLAN FOR LOCATION AND PARKING LI 1TTAILS. PLACE P THESES PLANS AND DIRECTION OF ENGINEER. ACCESSIBILITYMARKING NOT TO SCALE File Nome: Stine—approved PUBLIC WORKS DEPARTMENT Job No.: T3K231 Date: Jan. 21, 11 Ura wn: JA FL ORES Design Eng: JAFLORES Checked By. 0 0) I i M in TYPE IV ARROW/_ SEE PLAN FOR L OCA TION LIMI T LINE (WHI TE) SEE PLAN 12" WIDE MARKING / (YELLOW) ___/ STREET WIDTH VARIES R=150' m� � CENTER OF STREET DETAIL 21 (96 LF) , LIMIT LINE 9.25' ; FACE OF CURB 4 NOTES: THIS SHEET DOES NOT INCLUDE ALL STRIPING AND MARKINGS. DETAILS NOTED ARE FOR CLARIFICATIONS TO STANDARD PLANS REFERENCES. TYPICAL LOCAL STREET RIGHT TURN ONL Y S G NOT TO SCALE NOT TO scat£- 1 (0 , I .' 2010 PAVEMENT REHABILITATION: STINE OAD: PANAMA LN TO SHEET No. PACHECO RD STRIPING DETAILS 4 of >> 0 1 2 3 a L` o T) aD > 0 a a I a� Cf) DETAIL 39 OR DETAIL 39A AS NOTED ON PLANS 0 C U) 5' N BIKE 0 0 PA TH 0 ALL BIKE LANE MARKINGS S LL BE CENTERED WTHIN THE 81AE LANE WTDTH UNLESS DIRECTED BY CITY ENGINEER, 0 0 N c� z w w > NOT TO SCALE FACE OF CURB > PA VEMENT MARKINGS (WHITE) PER STANDARD PLAN A24A - CENTER IN LANE PAVEMENT MARKINGS r (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE BIKE LAN MARK/NG D TL (NO STRE T P ARKING) CITY OF BAKERS > NOT TO SCALE FIELD, > 0 BIKE LANE - SEE PLANS FOR WIDTHS DETAIL 3 FEND DETAIL 39 A T BCR WHEN DETAIL 39A lS NOT SHOWNON 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 M/D-ARC POINTS OF THE CURB RETURNS TERMINA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANES TRIPING A T INTERSECTIONS WITHOUT STOP BARS 4' 8' PARKING WIDTH BIKE PA TH DETAIL 39 OR DETAIL 39A AS NOTED ON PLANS ALL BIKE LANE MARKINGS SHALL E CENTERED WTHIN THE BIKE LANE WIDTH UNLESS DIRECTED Y CITY ENGINEER. BIKE LANE MARK/NG DTL (STREETPARKING) CALIFORNIA FACE OF CURB 0 � N QRpFESS/ON q OF-AN;01 CO REGISTERED CI VIL ENGINEER C 46803 -- * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C1V1\ BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 271 / / RAILROAD CROSS/NG DETAIL N NOT TO SCALE NOT TO SCALE 2'-8 1/2" 3,_.9» 6" GRID A (White) =3.58 sq ft A (Blue) =14 "sq ft SEE PLAN FOR LOCATION AND PARKING LI 1TTAILS. PLACE P THESES PLANS AND DIRECTION OF ENGINEER. ACCESSIBILITYMARKING NOT TO SCALE File Nome: Stine—approved PUBLIC WORKS DEPARTMENT Job No.: T3K231 Date: Jan. 21, 11 Ura wn: JA FL ORES Design Eng: JAFLORES Checked By. 0 0) I i M in TYPE IV ARROW/_ SEE PLAN FOR L OCA TION LIMI T LINE (WHI TE) SEE PLAN 12" WIDE MARKING / (YELLOW) ___/ STREET WIDTH VARIES R=150' m� � CENTER OF STREET DETAIL 21 (96 LF) , LIMIT LINE 9.25' ; FACE OF CURB 4 NOTES: THIS SHEET DOES NOT INCLUDE ALL STRIPING AND MARKINGS. DETAILS NOTED ARE FOR CLARIFICATIONS TO STANDARD PLANS REFERENCES. TYPICAL LOCAL STREET RIGHT TURN ONL Y S G NOT TO SCALE NOT TO scat£- 1 (0 , I .' 2010 PAVEMENT REHABILITATION: STINE OAD: PANAMA LN TO SHEET No. PACHECO RD STRIPING DETAILS 4 of >> 0 1 2 3 mm ME= mm mm ONM ` ......... .......... ......_......._..._......._......_.... __......... ._..__........ .,.... ___..__........._..........................__._....... -.. now ME= =no MAW Kum mm mm I i v ; "BIKE" SIGN FIRE �...�i —� H YDRA�V T ; sFREEF „BIKE -4- --------------------------------------------- ------ SIGN S TOP,' S o ■�� LL_ ___...... ................ ._. __._. o. ------------------------------------------------------ — ------ — - — --------- __4_ w : z 0 STINE ROA 0 @ MA YBROOK A VE m 0 w n o � t Q N ' 0 N Lam_ S TINE ROA @ SEA SONS DR, 3 -GRASS AREA BA CK OF EX SIDEWALK BA CK WA 0--.z � G RESIDEN TIAL E SIGN - ----------------_--_------- ---------- :�1.i�--------------------------------- �o. SIDEWALI ---- -------------------------------------- SHRUB I Now— SQA 24-1-60 STINE ROAD @ PEACOCK CT 0 i - --_ ,�. Q Q i 0 ; 1 Cn a� i I sTREE T �- v "BIKE" o; SIGN ' m SIGN �w 4 j ................................... --- -- ..----- _IDE..WAL_; _.............. ° __: ,...:...__.--.................__._..�..�"....�......._.._._....... �- --- E i I GRA EC BC ARE �- F. o SS BA CK Of S TOP WALK SIGN Ljo FIRE _ o W o HYDRAN o j _........ Now z I w w z ■ -- w luJ� I STINE ROA D@ PINECASTLE A VE Y Q GRASS -'� AEA t �4J BACK OF WALK 00, FENCE BACK OF �O� WALK RA SSL\. -.f RESIDEN TIAL QC ------------------ __._._.-._._._._._._._._._._._._._._._.-._._._._._._._._.. ! I BMW? Now 1� mmm ■ I I I S TREE F SIGN BIKE SIGN o ; : : --------------------------- -- -------------------------------------- __.._..... a �._.... .....• � � ...---_................ " SHRUBS L GRASS AREA RESIDEN TIAL GRASS AREA WROUGHT •S TOP 8 IRON FENCE O' SIGN RESIDEN TIAL ■ R9 m--- STINE ROAD @ ENCORE CT. S TREE F SIGN BACK OF WALK BL OCK WALL �O DTL 21 (50 LF) fBLOCK WALL ` BACK OF WALK Q � W o SIGN TRAFFIC PULL BOX BC : _. _...-__..._.._ ........_'j --/ BACK OF WALK Y _...................... GRASS AREA 1, .... ........ SI GNA L � `•�x/`_-__ SIDEWALK r w STINE ROAD @ HARRIS RD S TREE T SIGN I �o I. NO SIDEWALK r . ------------------------------------ S 710P MGN BA CK OF`' ,. v WALK I ' I I CONCRETE lit ; I ; I : I . I : �12�1 ------ RESIDEN TIAL I I Ii ■ �i�i �i�\\\ \,� I�Ii -�I LJ U--------- i STINE ROAD @ MARGOLA A VE COMMERCIAL 14 i FC' SIGN O fI UT I BACK OF > WALK ` r I `CLEAR PULL - D W WITHIN _.._Ii........ _.. _....__._._............-RETURIC...--.._.....__ ......__ ........... _... ...._ _ tU , LIS LIS STREET ' i sf� (B Y 0 TH --- t ......................... NCS. SW GRASS AREA 13 `� BA CK OF WALK 4W 0 k Ci COMMERCIAL BA CK OF WALK GRA SS S TREE T SIGN —� -------------- S TREE SIGN LICH — -o--- ----------------------------------- --------------------------------- ---------- BIKE SI GN STREET SlG SIDEWALK -._........- .__ STREET SIGN I ___-- -- ---- ----- -- - gP w I �•• w i FH GRASS i I GRASS RESIDEN FIAL �-- TOP SIGN - ,,17 RESIDEN TIAL mum— STINE ROAD @ PENWOOD CT, STINE ROAD @ WOODMERE DR. File Name: Stine -approved Drawn: JA FL ORES C/TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK231 Design Eng: JAFLORES Date: Jon. 25, 11 Checked By QR�FESSION pEAN REGIS ERE Cl /I ENGINEER � 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL a�� BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIP TION 1 / / ACCESS RAMP TABLE CONS TRUC T 12U EST OTY TYPE "A " SYMBOL RADIUS RAMP TYPE L OOPS (2) I 12L COMMENTS FIRE HYDRANT i STREET LIGHT AND PULL Box 1 20' MODIFIED CASE B 205' 34' NE MAY �. NON-FEDERAL 30' CASE A a__....... J/V V `•. •�� i o.,.®�... _ :... ---------------------' �...m..® w ..p it's` I .� 253' w REPLACE 1 ; STREET SIGN STREET SIGN ^-~ 118 i 30' ,r LOOPS GRASS NE PINE �' NON-FEDERAL PULL CASE A GRASS 50' Box OR FEDERAL 6 30' CASE A 325' I I I NE PEACOCK OR FEDERAL I I CASE A 394' STINE ROAD @ COUNTRY PLACE LN FEDERAL ACCESS RAMP TABLE EST OTY SYMBOL RADIUS RAMP TYPE LOCA l0N COMMENTS SSW CIG LF 1 20' MODIFIED CASE B 205' 34' NE MAY ROOK NON-FEDERAL 30' CASE A 419' 50' NW SEASONS FEDERAL 20' MODIFIED CASE B 253' 35' SE PINECASTLE NON-FEDERAL 30' CASE A 323' 47' NE PINE CASTLE NON-FEDERAL 30' CASE A 325' 50' SE PEACOCK OR FEDERAL 6 30' CASE A 325' 50' NE PEACOCK OR FEDERAL 30' CASE A 394' 50' SE CDR ENCORE FEDERAL 30' CASE A 395' 49' NE COR ENCORE FEDERAL 30' CASE A 325' 50' SW PEN W OR OD FEDERAL 1 30' CASE A 326' 50' NW PENW OR OD FEDERAL qJ) 30' CASE A 326' 50' NW COR HARRIS FEDERAL 12, 20' CASE A 283' 35' SE COR MARG LA FEDERAL 13 25' CASE A 270' 42' NE MARG OR LA FEDERAL 14 30' MODIFIED CASE B 142' 24' SW WOO OR ERE FEDERAL 15 30' MODIFIED CASE B 301' 47' NW GOR WOODMERE FEDERAL ;16 20' MODIFIED CASE B 194' 35' SE COR WOOD MERE FEDERAL 17 20' MODIFIED CASE B 194' 35' NE CSR WOODMERE FEDERAL 18 20' MODIFIED CASE B 208' 39' SEC COUNTRY R PLACE FEDERAL 19 20' MODIFIED CASE B 210' 39' NEC COUNTRY R PLACE FEDERAL . i' 70 2010 PAVEMENT REHABILITATION 2010: ST�NE ROAD= PANAMA LN TO SHEET Ivo. PA CHECO RD — ACCESS RAMP DETAILS 5 OF 1 I 0 1 2 3 H 2% Max Sidew Ik x 0 '0 F CSee Notes See d 10 and 11 Note 7 N Front = edge of I �� sidewalk 0000 N 000008 0000 r4-) 00 0000x 00 0000 r'') C) 0000 0000 � oo°oo gat Max 000000000000 10% Max urb 000000 00000o at curb 000000 000000 A 4'-0" Min CASE A A 7. �Q 2% Typ? Sidew Ik X Max � o I See Notes See Note 7 N d I 10 and 11 Front C� edge of sidewalk SidewbIk A 4'-0" Min CASE D Q C> a 0 V [3 (D Cn a) 0 RQrn,0 P Q) i- 0 0 Flare. Fare B :z 0- 5'-0" Min Retaining curb if necessary at edge of sidewalk Min 0000 N 000000 8.33% 2%, Max o°o°o °o 8000 x °°0 0 C3 0008 Sidewal 2% Max 0000000°000° °°00000000 0000000000 000000000 00000008 x 8000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 0 000000000 00000000 000000 00000000 N o 0000000 0000000000 0 0000000 10% Max 0°000 0o 000000 � °o°oo°o 000000 10% Max at curb 600000 000000 at curb o 000000 000000 SidewbIk A 4'-0" Min CASE D Q C> a 0 V [3 (D Cn a) 0 RQrn,0 P Q) i- 0 0 Flare. Fare B :z 0- 5'-0" Min Retaining curb if necessary at edge of sidewalk 3 of walk 0% Max 10% Max B See Notes 1 1 curb at curb 10 and 11 CASE B C Retaining curb if necessary at edge a of sidewalk �D _n" Min 8.33% 2%, Max 8.33% Sidewal 2% Max 0000000°000° °°00000000 0000000000 000000000 00000008 x 8000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 0 000000000 00000000 000000 00000000 N o 0000000 0000000000 0 0000000 8.33% x N > Max Max o I ._ �X See Note 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 0 o° °o °oo° ro x °o 00 °o 00 F r o n i 0000 r `� 0 0000 o000 0000 r7 0000 :E0000 edge 000000 0 o 000000 Side 000 0 3 of walk 0% Max 10% Max B See Notes 1 1 curb at curb 10 and 11 CASE B C Retaining curb if necessary at edge a of sidewalk �D _n" I-ront edge of sidewalk A Sidewalk 2% Max See o c x Front edge Note 7 (C N of sidewalk A - 2% 6 Max Sidewalk �, Typ p o x See 000000 000000 000000 000000 I Note 7 0 0000 000000 Retaining N 6 0000V 000000 0000 x 0000C Curb 10% Max = 0000rq °0060 Sides (both 0th at Curb 0000 0000 000000 000000 C 000000 880 o ramp) 000000 0000 0 10% Max at curb 4'-0" Min See Notes DOQOOQ 0000 °000000 Front A 10 and 11 0000� 000000 __._ edge Of Planting 0000 x 0000 g 00000.0000Csidewalk CASE area 0000r)000 0000 � 000 000000 °O O°° Retaining °O°°°° 000 °° Curb (both 000000 000 00 4'-0" See Notes 10 sides of Min and 11 A 6„ CASE E Typ 0 Where a flared side occurs provide 2'-0" straight curb P Crosswalk if provided DETAIL A TYPI AL TWO—RAMP CORNER INSTALLATION See Note 0 Where a flared side occurs provide 2'-0" straight curb UL I AIL 13 TYPICAL ONE—RAMP CORNER INSTALLATION See Notes 1 and 3 See Note 9 Gutter flowline Q OVESS/OPV �O OEAN q / J 0 C C m REGIS TEREDCl V L ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 7507 TRUXTUN AVENUE ITE C/VIL 0� AKERSFIELD, CA 93307 OF CALF 0.45" NTop Dia o• DA TE REVISIONS DESCRIP TION f 0.9" Base Dia Sid C 2T RAISED TRUNCATED DOME NOTES: See See Notes Note 7 1. As site conditions dictate, Case A through Case G curb ramps may be C 10 and 11 used for corner installations similar to those shown in Detail A and CASE C Detail B. The case of curb ramps used in Detail A do not have to be the some. Case A through Case G curb ramps also may be used a mid block locations, as site conditions dictate. A 2. If distance from curb to back of sidewalk is too short to 2% accommodate ramp and 4'-0" platform (landing) as shown in Case A, Max Sidewalk the sidewalk may be depressed longitudinally as in =Case B, .or C or See 0 may be widened as in Case D. C� �X Note 7 N .2� 10% Max 3. When ramp is located in center of curb return, crosswalk at curb configuration must be similar to that shown for Detail B. C Front 6 edge of 4. As site conditions dictate, the retaining curb side and the flared U Typ sidewalk side of the Case G ramp shall be constructed 'n d c 0 C °' Curb Gutter flowline i reverse position. 000000000000 000000 000000 000000 000000 5. If located on a curve, the sides of the ramp need not be parallel, 000000 0000 x 0000 but the minimum width of the ramp shall be 4'-0". 0000 0000 0000 0000117 0000 0000 0000 000000 000000 6. Side slope of ramp flares vary uniformly from a maximum of 10% a 000000 0000.0 curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except in Case C and Case F. 4'-0" Min See Notes 10 and 11 7. The curb ramp shall be outlined, as shown, with a 1'-0" wide A border with Y4" grooves approximately a" on center. See grooving detail. CASE G See Note 4 8. Transitions from ramps and landing to walks, gutters or streets shall be flush and free of abrupt changes. Top romp 9. Maximum slopes of adjoining gutters, the road surface immediately p 4'-0" Min Rounded adjacent to the curb ramp or accessible route shall not exceed 5 percent within 4'-0" of the top and bottom of the curb ramp. 2% Max r- 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning SECTION A—A Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. flowline if necessary Top of ramp 12. Sidewalk and ramp thickness, "T", shall be 3Y2" minimum. 4'-0" Min Rounded --- 13. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or- 8.33% adjusted to rade b the owner 2% Max g Y prior to, or in conjunction with, 8.33% Max curb ramp construction. See Note 9 SECTION B—B 14. For retrofit conditions, removal and replacement of curb apron Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on project plans. Retaining curb if 1.67" to 2.35" C OO necessary Center to 2% Max Note 9 SECTION C—C Limit of pay 4'-0" Min wee Rounded Note 14 See E:::E Note 9 Existing curb and sidewalk center spacing C C 0 0 0 RAISED TRUNCATED DOME PATTERN (IN—LINE) Approximately 3/4" DETECTABLE WARNING SURFACE 1/41) � See Note 10 p D p STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION GROOVING DETAI L CURB RAMP DETAILS 0 SCALE RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A DATED MAY 1, 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006 REVISED STANDARD PLAN RSP A88A . ' File Name: Stine -approved Drawn: ???? 176 I PV PAVEMENT REHABILITATION- ST/NE ROAD: DANA CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: ???? Engineer:??? MA LN TO sHEE r No. Date: Jan. 21, 11 Checked By PACHECO RD — ACCESS RAMP STANDARD 6 of 11 0 1 2 3 Min 8.33% Max O N 2% Max 0000000°000° °°00000000 0000000000 000000000 00000008 x 8000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 0 000000000 00000000 000000 00000000 N o 0000000 0000000000 0 0000000 8.33% x N > Si I-ront edge of sidewalk A Sidewalk 2% Max See o c x Front edge Note 7 (C N of sidewalk A - 2% 6 Max Sidewalk �, Typ p o x See 000000 000000 000000 000000 I Note 7 0 0000 000000 Retaining N 6 0000V 000000 0000 x 0000C Curb 10% Max = 0000rq °0060 Sides (both 0th at Curb 0000 0000 000000 000000 C 000000 880 o ramp) 000000 0000 0 10% Max at curb 4'-0" Min See Notes DOQOOQ 0000 °000000 Front A 10 and 11 0000� 000000 __._ edge Of Planting 0000 x 0000 g 00000.0000Csidewalk CASE area 0000r)000 0000 � 000 000000 °O O°° Retaining °O°°°° 000 °° Curb (both 000000 000 00 4'-0" See Notes 10 sides of Min and 11 A 6„ CASE E Typ 0 Where a flared side occurs provide 2'-0" straight curb P Crosswalk if provided DETAIL A TYPI AL TWO—RAMP CORNER INSTALLATION See Note 0 Where a flared side occurs provide 2'-0" straight curb UL I AIL 13 TYPICAL ONE—RAMP CORNER INSTALLATION See Notes 1 and 3 See Note 9 Gutter flowline Q OVESS/OPV �O OEAN q / J 0 C C m REGIS TEREDCl V L ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 7507 TRUXTUN AVENUE ITE C/VIL 0� AKERSFIELD, CA 93307 OF CALF 0.45" NTop Dia o• DA TE REVISIONS DESCRIP TION f 0.9" Base Dia Sid C 2T RAISED TRUNCATED DOME NOTES: See See Notes Note 7 1. As site conditions dictate, Case A through Case G curb ramps may be C 10 and 11 used for corner installations similar to those shown in Detail A and CASE C Detail B. The case of curb ramps used in Detail A do not have to be the some. Case A through Case G curb ramps also may be used a mid block locations, as site conditions dictate. A 2. If distance from curb to back of sidewalk is too short to 2% accommodate ramp and 4'-0" platform (landing) as shown in Case A, Max Sidewalk the sidewalk may be depressed longitudinally as in =Case B, .or C or See 0 may be widened as in Case D. C� �X Note 7 N .2� 10% Max 3. When ramp is located in center of curb return, crosswalk at curb configuration must be similar to that shown for Detail B. C Front 6 edge of 4. As site conditions dictate, the retaining curb side and the flared U Typ sidewalk side of the Case G ramp shall be constructed 'n d c 0 C °' Curb Gutter flowline i reverse position. 000000000000 000000 000000 000000 000000 5. If located on a curve, the sides of the ramp need not be parallel, 000000 0000 x 0000 but the minimum width of the ramp shall be 4'-0". 0000 0000 0000 0000117 0000 0000 0000 000000 000000 6. Side slope of ramp flares vary uniformly from a maximum of 10% a 000000 0000.0 curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except in Case C and Case F. 4'-0" Min See Notes 10 and 11 7. The curb ramp shall be outlined, as shown, with a 1'-0" wide A border with Y4" grooves approximately a" on center. See grooving detail. CASE G See Note 4 8. Transitions from ramps and landing to walks, gutters or streets shall be flush and free of abrupt changes. Top romp 9. Maximum slopes of adjoining gutters, the road surface immediately p 4'-0" Min Rounded adjacent to the curb ramp or accessible route shall not exceed 5 percent within 4'-0" of the top and bottom of the curb ramp. 2% Max r- 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning SECTION A—A Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. flowline if necessary Top of ramp 12. Sidewalk and ramp thickness, "T", shall be 3Y2" minimum. 4'-0" Min Rounded --- 13. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or- 8.33% adjusted to rade b the owner 2% Max g Y prior to, or in conjunction with, 8.33% Max curb ramp construction. See Note 9 SECTION B—B 14. For retrofit conditions, removal and replacement of curb apron Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on project plans. Retaining curb if 1.67" to 2.35" C OO necessary Center to 2% Max Note 9 SECTION C—C Limit of pay 4'-0" Min wee Rounded Note 14 See E:::E Note 9 Existing curb and sidewalk center spacing C C 0 0 0 RAISED TRUNCATED DOME PATTERN (IN—LINE) Approximately 3/4" DETECTABLE WARNING SURFACE 1/41) � See Note 10 p D p STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION GROOVING DETAI L CURB RAMP DETAILS 0 SCALE RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A DATED MAY 1, 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006 REVISED STANDARD PLAN RSP A88A . ' File Name: Stine -approved Drawn: ???? 176 I PV PAVEMENT REHABILITATION- ST/NE ROAD: DANA CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: ???? Engineer:??? MA LN TO sHEE r No. Date: Jan. 21, 11 Checked By PACHECO RD — ACCESS RAMP STANDARD 6 of 11 0 1 2 3 ri s A'; BIKE LANE SYMBOL � LIMIT LINE TYPE IV ARROW � CROSSWALK MARKING RAILROAD CROSSINGTYPE 3 SYMBOL V1 ARROW o � z6\ �3 SEWER MANHOLE W/ 6x6 CONC PAD 4 STORM DRAIN INLET 5 PAC BELL MANHOLE W/ CONC PAD g STORM DRAIN MANHOLE W/ CONC PAD L7j WATER VALVE W/ CONC PAD g CLEAN OUT W/ CONC PAD L9 BUS S TOP COS TCO r__._....,..t.._r.. _. .. _._-...-....... . DETAIL 38A @ 24' 0/C ' _ �' PLACED A T A 45° ANGLE AS SHOWN (176 LF) s i STREET CROWN \ S STREET CROWN Q PM 9918—PH 2 R/W 1 GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. MATCH EXISTING — PRIVATE PM 9918—PH 2 EN TRANCE U)N _.. .. .... .... .... .... .... ... .... .... .... .... .... .... .... ... ....\ ..Lrr� dv .... .... .... .... .... I L1- �� ,JOfi r Off.) �' /� �....,. - ._._.. w ------------.-.----- -------:�.---- ------------------------------ - - - - ---------------------------------- '-- - - - - a._ _ _ EXISTING RAISED ^24 .s _ I 4 1 i, O 364.35 TC Y `\ i ! ... ........ ^ Lj_ L2J 363.68 EX ACMEDIAN ISLAND .:................<................................_......__...._..__ ........ _.... ... _.... .. ..... ......... ..... ............ . �� f. -.. ... I z _... W \t rte y Zt Ir m ..- .......... __ i F- yr ---- w__ - c>as F- - N ` W } J ! 1 ----------------------------- -- .-.._...•--••----------- _• --- --------------------------- � � ' �:..... �------- BUS STOP.. - - = :_ \ :, 4 ,. I RIW NOTE. EXISTING `�.: CONC RE RETE l ............. ; ,,1� N ROADWAY ; c�(PROTECT � IN PLACE) %. i 3 BUSINE S Q EN TRA CE Q o z ACCESS TO PANAMA Q LN AND MA YBROOK ACCESS AT N PINECASTLE DR ACCESS TO I o PENWOOD N COSTCO N — TRACT 5670 -PH 1 ----- -------- -- ....-- _ _ — :::: -- --------------- -- 1 ----------•------ -- ------ ------ -------------- -- >----------- - C __ - - _ _ EXISTING ISED a6 ....... ..... __.....__.......__.._..._..__......-._............. _...._ ... E C ---------._. ------------------------------------�._._._._._._ ........................... _......._ .....-_ f..__..__._._...-_.._. it _ ._. ._. _._ _._ ._. ._.._._ ._._.._._ .=�_._.._.` ._. t._. ._ _``.. a..._ 4..._ _ _ `_.._' _ _ __-_-_.__®.._._._._._._._._._._._._._._._._._._._._._._._._.._._._._._._._._._._._._._EXIS.TING LAjVDSCAPED RAISED MEDIAN ISLAND <'f � MEDIAN lS AND `'� _ �. Q 1•�... Cry � 6`4,. C N `4 \,^ � `� N �,� _..G - L __ .................... s_._..... __-_. --__... .............. .................. 7" CL RB REVEAL 1 4 6212 6208 6204 6200 ALLEY ACCESS ALLEY AC • IALLEY ACCESS ALLEY ACCESS ( 6108 6104 � ( ALLEY ACCESS, ALLEY ACCESS TRAFFIC CONTROL PHASING NOTES o ALL TRAFFIC STRIPIN & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR 4 1BLUE 15' TO MEET CONTRACTO TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY W//TH THE CONTRACTOR'S MAINTAINING TRAFFIC. STRIP PE (37.5 LF) S 2� CONTRACTOR SHALL WAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. _! o CONTRACTOR SHALL OORD/NA TE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING j ANY PHASING OPERA FIONS. --------------------- --------------------------- --------------- ---------- ------ ._ _ .. c D_�f w CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT 'MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, k - r z 4 _..___ WHICH REQUIRE THR GH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES _ Li w CONTRACTOR SHALL AINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT ACCESS SEE 'ACCESSIBILITY ALIGN STRIPING WITH CTIAI z THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. VARKt- E -- w E -V-. BLUE CURB 61 CONTRACTOR SHALL UBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 0 7 CONTRACTOR SHALL UBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. J CONTRACTOR SHALL OMPLEFE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDI TI VE AL TERNA TE PHASE. g� CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONLY IF THERE IS ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL Y DRIVEWAYS AND STR EFS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS File Name:-TOK231-STINE RD Drown: JA FL ORES CITY OF BA KERSFIEL D, CA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK231 Design Eng: JAFL ORES Dote: 1/25/2011 Checked By 6100 1 ALLEY ACCESS ACCESS AT MA YBROOK DR SCALE: I" = 30' R/W AND BLOCK WALL 25 X64.54. T --------- 364. OJ _._._.364.03 EX AC 363.71 AC I 6214 ALLEY ACCESS PA VEMENT LEGEND ® FULL DEPTH RECONS TRUC TION ® 0,20' GRIND AND RESURFACE NON—FEDERAL FUNDED AREA 1" ® I (ROAD WA Y AREA S) NOTES FOR MARKINGS BIKE LANE SYMBOL � LIMIT LINE TYPE IV ARROW � CROSSWALK MARKING RAILROAD CROSSINGTYPE 3 SYMBOL V1 ARROW o � z6\ �3 SEWER MANHOLE W/ 6x6 CONC PAD QRpFESS/ON REGISTERED ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 01 TRUX TUN AVENUE 9TF F V I E B KERSFIELD, CA 9330 1 �CA��F REV/S10NS N . DA TE DESCRIP TION 1 / / 2010 PAVEMENT REHABILITATION 2010: STIN ROAD= PANAMA LN TO SHEET NO. PACHECO RD/ PANAMA LN. TO STA 31+60 7 of II 0 1 2 3 LEGEND 1 FIRE HYDRANT— PL A CF BLUE MARKERS L2j MON T W1 2x2 CONC PAD �3 SEWER MANHOLE W/ 6x6 CONC PAD 4 STORM DRAIN INLET 5 PAC BELL MANHOLE W/ CONC PAD g STORM DRAIN MANHOLE W/ CONC PAD L7j WATER VALVE W/ CONC PAD g CLEAN OUT W/ CONC PAD L9 BUS S TOP 2010 PAVEMENT REHABILITATION 2010: STIN ROAD= PANAMA LN TO SHEET NO. PACHECO RD/ PANAMA LN. TO STA 31+60 7 of II 0 1 2 3 BLOCK *LL LQ 9 LLJ m OF - - -------- ----------- w 0 i m 0 w 0 n Q N O N----•-••---•------------•------------- N { 6- (� 0 Lai a`� :.:..__........_........__.... ........ _ A _ EXISTING R ISEO MEDIAN TA L O L--________________ .... Q 0 VJ cn BIKE LANE SYMBOL MATCH EXISTING HJ TYPE IV ARROW � CROSSWALK MARKING J� RAILROAD CROSSING SYMBOL TYPE VI ARROW 6 A. C. Uj Z!! a o ONL Y STREET j Q TREE ACCESS T PACHECO RD ' ACCESS ' F a I. m a a R= 30' 1 ff 11, BIKE LANE SYMBOL MATCH EXISTING HJ TYPE IV ARROW � CROSSWALK MARKING J� RAILROAD CROSSING SYMBOL TYPE VI ARROW 6 A. C. Uj Z!! a o ONL Y STREET g Q TRAFFIC CONTROL PHASING NOTES ACCESS ' Lgj CLEAN OUT W/ CONC PAD i N TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL j�2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. a a R= 30' 1 ff 11, C) I If 7 C) D TL 21 (50 LF) 5 364.75 EX AC 6' .s EXISTING RAISED MEDIAN 36 9----- �._._._._._._._._._._._._._._._._._._._._._._._.-1._._._._._._._.-._._._._._._._._._._._._._._._.-.,.-._._._ _._........ _ ..._........ s EXISTING RAISED MEDIAN ISLAND (8" REVEAL _._.-._.-._._.-._._.-._._._._._._._._._.-.3._.-._._._.-._._._._._.-._._._._._._._._._._._._.1._._._._._._._._._._._._._.-._._._._. �. EXISTING RAISED MEDIAN ISLAND (6" REVEAL) _ CIfY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT , 8 ONL Y STREET ACCESS it E NOTES FOR MARKINGS BIKE LANE SYMBOL � LIMIT LINE TYPE IV ARROW � CROSSWALK MARKING J� RAILROAD CROSSING SYMBOL TYPE VI ARROW 6 SEWER MANHOLE W/ 6x6 CONC PAD Uj STORM DRAIN INLET 5j PAC BELL MANHOLE W/ CONC. PAD g STORM DRAIN MANHOLE W/ CONC PAD TRAFFIC CONTROL PHASING NOTES i Lgj CLEAN OUT W/ CONC PAD ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR COMPLY WIITH THE CONTRACTOR'S MAINTAINING TRAFFIC. N TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL j�2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 0 CONTRACTOR SHALL COORDINA TE WITH Cl TY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO BEGINNING 0 ANY PHASING OPERA TIONS. o) CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT 'MU TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, 0 4 WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREA TERF THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 0 �5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. z m CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. bi z CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. El CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE. IS ONLYONE 'ACCESS TO STINE ROAD. ACCESS TO ALL CLOSURE � AND STREETS SWILL BE STREETS �VAILABLE FOR PUBLICACCSIDE ESS �FTER HOURS. DRIVEWAYS C) I If 7 C) D TL 21 (50 LF) 5 364.75 EX AC 6' .s EXISTING RAISED MEDIAN 36 9----- �._._._._._._._._._._._._._._._._._._._._._._._.-1._._._._._._._.-._._._._._._._._._._._._._._._.-.,.-._._._ _._........ _ ..._........ s EXISTING RAISED MEDIAN ISLAND (8" REVEAL _._.-._.-._._.-._._.-._._._._._._._._._.-.3._.-._._._.-._._._._._.-._._._._._._._._._._._._.1._._._._._._._._._._._._._.-._._._._. �. EXISTING RAISED MEDIAN ISLAND (6" REVEAL) _ CIfY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT , 8 ONL Y STREET ACCESS it E NOTES FOR MARKINGS BIKE LANE SYMBOL � LIMIT LINE TYPE IV ARROW � CROSSWALK MARKING J� RAILROAD CROSSING SYMBOL TYPE VI ARROW 6 File Nome: TOK231-STINE RD Drown: JAFLORES Job No.: TOK231 Design Eng: JAFL ORES Dote: 1/25/2011 Checked By 3 NNN'i IN � SCALE: 1 " = 30' O,. FA VEMENT LEGEND ® FULL DEPTH RECONS TRUC TION ® 0.20' GRIND AND RESURFACE NON-FEDERAL FUNDED AREA (ROADWAY AREAS) 2010 PAVEMENT REHABILITATION 2010 : , PACHECO RD/ STA 31+60 QROF ESS/4, DEAN 11.2 pop, � Z E 1S, T RED EN IN ER owl C 46803 yk Exp. 6-30-11 ,[TY OF BAKERSFIELD civic 501 TRUXTUN A VENUE lF OF CA_\F 'AKERSFIELD, CA 93301 REVISIONS 'o. DA TE DESCRIP TION 1 / / 7 / / NE ROAD= PANAMA LN TO SHEET NO. 30 STA 45+85 8 of II 0 1 2 3 LEGEND 1 FIRE HYDRANT- PLACE BLUE MARKERS 2r7l MON T W/ 2x2 CONC PAD 1=1 SEWER MANHOLE W/ 6x6 CONC PAD Uj STORM DRAIN INLET 5j PAC BELL MANHOLE W/ CONC. PAD g STORM DRAIN MANHOLE W/ CONC PAD �7 WA TER VALVE W/ CONC PAD Lgj CLEAN OUT W/ CONC PAD M BUS STOP NE ROAD= PANAMA LN TO SHEET NO. 30 STA 45+85 8 of II 0 1 2 3 w m O J z O m 0 w O J n O II Q N 0 (N Lr N O C 0 0 N 0 0 I� I� ..._......... . -it 77 W WALK (95 LF) — TL 38A (8 LF), TL 31 (8 LF) z � I Q D TL 8 (8 LF) i o ! CROS: WALK (. J LF) Im N 9. I NO TE: EXISTING CANAL BOX CULVERT USE CAUTION DURING EXCA VA TION AND A.C. PLACEMENT VERIFY DEPTH PRIOR TO EXCA VA TION STINE a R9 5.301 FBI X iz RAFF/C CONTROL PHASING NOTES �At L TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TC MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WII TH THE CONTRACTORS MAINTAINING TRAFFIC. C NTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 3 C NTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING A Y PHASING OPERA TIONS. C NTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, W ICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. �5 C NTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT ACCESS T ROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DA Y. �6 C NTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. C NTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE. g C 0SURE TO SIDE STREETS SHALL BE LIMI TED TO WORKING HOURS ONLY IF THERE IS ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL DiVIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS. yl CIT OF BAKERSFIELD, CALIFORNIA ( I r( I 7 1 I �\ o Q 5,301 1 If l Lj j I I OPEN CHANNEL CANAL i NO SIDEWALK THIS AREA Q , .t d' Z j ti i 111 5,300 NOTES FOR MARKINGS 8/KE LANE SYMBOL ( Q � CROSSWALK MARKING RAILROAD CROSSING 3 SYMBOL � TYPE Vl ARROW 6 SEWER MANHOLE W/ 6x6 CONC PAD 4 STORM DRAIN INLET :Lij , PAC BELL MANHOLE W/ CONC PAD 111 5,300 NOTES FOR MARKINGS 8/KE LANE SYMBOL Z� LIMIT LINE TYPE IV ARROW � CROSSWALK MARKING RAILROAD CROSSING 3 SYMBOL � TYPE Vl ARROW 6 PUBLIC WORKS DEPARTMENT File Nome: TOK231-STINE RD Job No.: TOK231 Date: 1/25/2011 Ora wn: JA FL ORES Design Eng: JAFLORES Checked BY: SCALE: I" = 30' PIPED CANAL .. NO,FWALK THIS AREA PA V/EMENT LEGEND ® FULL DEPTH RECONS TRUC TION ® 0.20' GRIND AND RESURFACE 7-1 NON-FEDERAL FUNDED AREA I"'' (ROA DWA Y AREAS QROFESSION pEANrl q� R GIS �D�ERECl Vl� ENGINEER O C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 01 TRUXTUN AVENUE qle c1v�\_ (3 BAKERSFIELD, CA 93301 OF CAS_ REVISIONS No, DA TE DESCRIP TION 1 / / 2 / / . /- / 7 � /� I � 1 (9 2010 PAVEMENT REHABILITATION 2010: STIN ROAD= PANAMA LN TO SHEET NO. PACHECO RD/ STA 45+85 TO STA 60+10 9 of 11 1 1 1 , -7 , 0 1 2 3 LEGEND Lij FIRE HYDRANT- PLACE BLUE MARKERS 2 MON T W/ 2x2 CONC PAD 3r-71 SEWER MANHOLE W/ 6x6 CONC PAD 4 STORM DRAIN INLET 5 PAC BELL MANHOLE W/ CONC PAD g STORM DRAIN MANHOLE W/ CONC PAD 7 WATER VALVE W/ CONC PAD g CLEAN OUT W/ CONC PAD LJ g BUS S TOP . /- / 7 � /� I � 1 (9 2010 PAVEMENT REHABILITATION 2010: STIN ROAD= PANAMA LN TO SHEET NO. PACHECO RD/ STA 45+85 TO STA 60+10 9 of 11 1 1 1 , -7 , 0 1 2 3 5241 w 18 STREET ACCESS AT WOODMERE DR -�v A A A A EQUIPMENT RENTAL 5001 i A k j KERN TURF SUPPL Y i 5227 5757 16\ STREET ACCESS AT COUNTRY PLACE DR. REPLACETYPE "C" Z � g LOOPS m 4 w PARKING 1 1. Q� J Q3 cl- TRAFFIC CONTROL PHASING NOTES TYPE V1 ARROW A� Q Z J 1 1/2"(E) STORM DRAIN INLET NO PARKING PAC BELL MANHOLE W/ CONC. PAD oFlIALL ZL zi� z TRAFFIC STRIPINU & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR 9 28 CONDUCTOR 4(E) TO MEET CONTRACTO 'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WIITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 0 Jf10 2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. FD N 5(E) CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING I 1(E) 7(E) ANY PHASING OPERATIONS. # 2 DET 4 (E) 7 (N) 4 (E) 1 (N) 4 (E) 7 (N) o 7 (E) 1 (N) # 6 DE7. CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT 'MU TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, CN WHICH REQUIRE THR UGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. z 2 (E) 2 (E) �5 CON TRA C TOR SHA L L MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONS TRUC TION A C TI VI TIES ARE PRESENT. ACCESS TOTAL it THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. LLJ LLJ 2 6 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. z z 7 CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. Li CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE. g CLOSURE TO SIDES EETS SHALL BE LIMITED TO WORKING HOURS ONLY IF THERE IS ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL 0 DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS J Y A m 4 w PARKING 1 1. NO PARKING 8 O j GOODWILL STORE o 4901 2 ,\ /2\ D 4 4908 00 STINE ARM APARTMENTS (118 LF) NOTES FOR MARKINGS Q� J Q3 cl- � CROSSWALK MARKING Q) TYPE V1 ARROW A� Q Z J 1 1/2"(E) STORM DRAIN INLET NO PARKING PAC BELL MANHOLE W/ CONC. PAD NO PARKING 8 O j GOODWILL STORE o 4901 2 ,\ /2\ D 4 4908 00 STINE ARM APARTMENTS (118 LF) NOTES FOR MARKINGS Zj�, BIKE LANE SYMBOL � LIMIT LINE TYPE IV ARROW � CROSSWALK MARKING RAILROAD CROSSING 3 SYMBOL TYPE V1 ARROW A� CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: TOK231-STINE RD Job No.: TOK231 Dote: 1/25/2011 Ura wn: JA FL ORES OegigaeEng: JAFLORES Checked By: FIRST BAPTIST CHURCH 5001 -•- •--------•-------- ----------------- 9 ............ _ .. _.....,.._.... __ ._..._...... �....__.—._-.-�............ .......... ..... .........—.__—..� J 74 ------------------ {_._._._._._._._._._.._. -�- - ------ 4 155 LF) :: T- .......... _. PA VEMENT LEGEND ® FULL DEPTH RECONS TRUC TION 0.20' GRIND AND RESURFACE NON—FEDERAL FUNDED AREA $®®'I (ROADWA Y AREAS) QR�FESS/ON pEAN R q� 1�� R GlS R D L N7NEER C 46803 SCALE: 1" = 30' * Exp. 6-30-11 CITY OF BAKERSFIELD if 07 TRUXTUN AVENUE qTF C�V�� BAKERSFIELD, A CA 93307 OF CAL\F ---------- .r--------------- REVISIONS .,�,.,.._w_I No DA TE DESCRIP TION .._ ----- ------ ------ --- 1 $ L Eli `,• CONDUC-00"ITOR SCHEDULE CONDUIT SIZE FIRE HYDRANT— PLACE BLUE MARKERS 2-3"(E) 2-3"(E) 3" (E) 7 7/2"(E) 1 1/2"(E) STORM DRAIN INLET CONDUCTOR RUA' PAC BELL MANHOLE W/ CONC. PAD ZL ZL zi� z z CLEAN OUT W/ CONC PAD 9 28 CONDUCTOR 4(E) 4(E) 2(E) Jf10 LIGHTING 4(E) 5(E) Jf 1 DET 1(E) 7(E) # 2 DET 4 (E) 7 (N) 4 (E) 1 (N) 4 (E) 7 (N) 4 (E) 1 (N) 7 (E) 1 (N) # 6 DE7. 3 (E) 3 (E) }f 8 DET 2 (E) 2 (E) 2 (E) TOTAL it 71 7 5 2 2010 PAVEMENT REHABILITATION 2010: STINE ROAD PANAMA LN TO PACHECO RD/ STA 60f10 TO PA HECO RD 0 1 SHEE T NO. 10 OF I I 2 3 LEGEND FIRE HYDRANT— PLACE BLUE MARKERS 2 MONT W/ 2x2 CONC PAD 3 SEWER MANHOLE W/ 6x6 CONC PAD 4 STORM DRAIN INLET 5 PAC BELL MANHOLE W/ CONC. PAD 6 STORM DRAIN MANHOLE W/ CONC PAD 7 WATER VALVE W/ CONC PAD g CLEAN OUT W/ CONC PAD 9 BUS STOP 2010 PAVEMENT REHABILITATION 2010: STINE ROAD PANAMA LN TO PACHECO RD/ STA 60f10 TO PA HECO RD 0 1 SHEE T NO. 10 OF I I 2 3 U) W (Y O J W z O m 0 w O J w 0 I I Q 00 N O (N N 0 D C 0 w 0) 3 0 L Q Q a I U.) C U) / N C (n 1 N Y O F-- O O N I rn O 0 N C� z ry w w z 0 z w I 0 ON 31 HINGE POINT TOP COURSE SHALL BE 0.20' THICK MAXIMUM.ANY ADJUSTMENT TO PROVIDE STRAIGHT GRADE SURFACE SHALL BE PLACED PRIOR TO PLACEMENT OF TOP COURSE STRAIGHT GRADE PA VEMENT JOINTS SHALL BE LOCATED ALONG LANE LINE(S) FINAL VEMENT LIFT DETAIL I -- R OA D W/Z SURFA CE vM 11 18 PHASE 0 1/E CONSTRUCT/ON PAVEMENT L/FT DTL LIP STREET AND � OF CONSTRUCTION VARIES } LIP VARIES SOUTHBOUND NORTHBOUND i CHAYNELIZING ( CHANNELIZING EVICE I DEVICE RAISED j6' I MIN. 12' WIDE MEDIAN ISLAND MIN. 12' WIDE 1 B TRAVEL LANE SEE PLAN TRAVEL LANE } 17 Y ST/NE POAD - PANAMA LN TO HARRIS RD SEE PLANS FDR L OCA TIONS LIP STREET AND � OF CONSTRUCTION VARIES VARIES SOLITHBOUND ? NORTHBOUND CHANN LlZING CHANNELIZING DEW , -E j DEVICE 16' I MIN. 12' WIDE PAINTED MEDIAN ISLAND MIN. 12' WIDE TRAVEL LANE SEE PLAN TRAVEL LANE ST/NE ROAD -HARRIS RD TO PA CHECO RD SEE PLANS FOR L OTA TIONS y CONSTRU400771ON- PHASE ONE CITY OF BAKERSFIELD, CALIFORNIA LIP VA RIES ML L UIV—� I MUL lION VA SE ONE )IVs TRUC TION PhAoE TWO CONSTRUCT/ON PAVEMENT L/FT DTL LIP STREET AND g OF CONSTRUCTION VARIES SOUTHBOUND PHASE 2 18 VARIES 12' MIN CHANNELIZING II-- — ---f--- - ..,_._ I DEVICEz I SEE STREET PL VARIES NORTHBOUND PHASE 2 VARIES 18' 12' Min. LIP ST/NE ROAD -PANAMA LN TO HARRIS RD SEE PLANS FOR L OCA TIONS LIP STREET AND OF CONSTRUCTION VARIES VARIES i SOUTHBOUND NORTHBOUND 1B' PHASE 2 VARIES 18, 12' Min. i 12' Min. CHANNELIZING J DEVICE I CHANNEL "`--��► DEVICE —WE ST/NE ROAD HARRIS RD TO PACHECO RD SEE PLANS FOR L OCA TIONS CONSTRUCTION., PHASE TWO File Some: PUBLIC WORKS DEPARTMENT pproVe Job No.: T3K231 Date: Jan. 21, 11 LIP QRpFESS/ON q DEAN R1�'� F�c EGI S TERED CI VI L EN GI NEER w � C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD s� P 7501 TRUXTUN AVENUE 9T C/V l \- 3AKERSFIELD, CA 93301 F OF CA��FO� REViSiONs V0. DA TE DESCRIP TION a 71 TRAFFIC CONTROL AS/NG NowTES ALL TRAFFIC STRIPING &PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPL Y W11 TH THE CONTRACTORS MAINTAINING TRAFFIC. 2�CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING ANY PHASING OPERATIONS CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT 'VU D" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TOA 16N WITHCONSTRUCTION PHASING LANES CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK LA Y. F6 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 7 CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TOC STRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING AD I TI VE AL TERNA TE PHASE. �g CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONL Y IF THERE IS ONL Y ONE ACCESS TO STINE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER DORKING HOURS. n Eng: JAFlores JAFlores Design 2010 PA VEMENT REHABILITA TION.- Design Checked By PANAMA LN TO PACHECO RD C /,/6- 1— 611- 7 Q) NE ROAD- SHEET NO. ►ILS/PHASING 17 of 17 1 -7 -7 u 1 2 3 i T 1� 1 , 8 4 i I1 o_.................................................................................... LLJ ...... ........................................................................ '' •.. I O — I 4- `•�. 0 I n 00N t � COSTCO 0 N O ....................................._.._._......._..._..._............................................................................................................. .................................................. ............. DETAIL 38A (130 LF) DETAIL 39 (130 LF) , • 1 0.40' A.0 VER N 0.73A.B. __.._._._a__....__.__._.._........___...._.__._...__......_._................_....._......_.._...__v_.._..._-4........_.._..____.._-.......__..___.......__....._.._...-____.___._._...___.._...._.___,......_ 27 3. W O A � z LQo N m zQ m� cos TCO DETAIL 38A @ 24' 0/C PLACED AT A 45° ANGLE AS SHOWN (176 LF) = - --- -- ................................................................................................................................................. ................. �2�L N DETAIL 39 212 L 2 ( DETAIL 38A (584 LF) =8.5 ^ DETAIL 38A (208 LF) o DETAIL 38A (207LF) 2 _._..a._._._._._._._._._._._._._._._._._.-.----------- .�._._. _._._ _._.a N ^ PM 9918—PH 2 GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, ANO REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPAN/ES. FINAL RESPONSIBILITY FOR LOCA TING UTILITIES /N THE FIELD IS THE CONTRACTOR'S. 2 ALL STR/PING AND PAVEMENT 4MRK/NGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006, Rq SCALE. • I " = 30' PRI VA TE PM 9918—PH 2 ENTRANCE MATCH EXISTING .'T� R/W AND R�W D BLOCK WALL ............ .............-- ............. .. '�. ......................... _......................... , :• N ............................................... � ., DETAIL 38A (70 LF) DETAIL 39 (70 LF) Tl,=8.5 DETAIL 8 (473 LF) PAVEMENT GRADE BREAK N _ ------------------®_---- _________.,._..__....___._.._._....__...... 13 ---------`" mrv" EXISTING RAISED 25 ---------------------.-.J._._. ---- --- -- ---a-----.-.-.-.-.-.-.-.-._._._._._._._._.a.-----------------------------------a._._._._._._._._._._._. __....._...n...._.._......_____......_.._._......_..__..._.. MEDIAN ISLAND O _ DETAIL 39 (15 LF) q DETAIL 8 (346 LF) o DETAIL 8 (123 LF) g y 2 DETAIL 39 DETAIL 39 Qom, DETAIL 39 (44 LF) , (10 LF 1Q DETAIL 39 19 LF 1 (45 LF) ) ; . 4E OF ............................. FL a'. F .H. :,........................................................................ ............ .............. • • ^ DETAIL 38A (119 LF) 2 BUS S TOP ...............................................:::::::::::::::::::::::::::.......................................................................................... ............................. . .................................................. 1 _............. 4 ) R/W NOTE.• EXISTING ' _ -------------------- - ------------ •' ` ITE UIVI € �''•.• (18 LF I CONCRETE IN ROADWAY o � (PROTECT IN PLACE) o - � Q € EN TRANCE Z W O I W � c� ACCESS TO PANAMA -Q m L LN AND MAYBROOK ACCESS AT PINECASTLE DR I MATCH EX STRIPING ALIGNMENT AND WIDTH RE -STRIPE CO LETE N GORE (163 ACCESS TO 0, PENWOOD N4 '• F.H. Lam' .t .• � 1 + , .-r.-: .....:11......................................... ..7XI,e T................................................................................................................. ........:::.....::._...::. W _...................................................................................::::......._ DETAIL 39 (104 LF) "' 146 LF ALIGNMENT ri =8.5 YELLOW STRIPE DETAIL 8 (623 LF) /1\ LAIJ ElS lNG (SED 26____._...__.._._..e_....._....__..__._.._______.......__.__...,.._._...._..._._...__. v Q ---- ------.-I._._._._._._._._._._._.--------------------.a._._._._._._. m... MEDIAN I AND ------------------ 3v ---------------------- N._._._.._._.a._._._._._._._._._._._._._._._._._._ Q -:1Z „- _"" Q DETAIL 38A 90 LF) MEDIAN A. P. — a) _._._..... �i STRIPING A. P. _ DETAIL 39 (490 LF) / NO PARKING .....................................................................................................................................................................................................................................................`........................................................................... 7" CURB REVEAL C 6212 6208 6204 ALLEY ACCESS ALLEY ACCESS: ALLEY ACCESS o J / Y N Q LlMl7 LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING SYMeoL Q TYPE Vl ARROW 6 Y ® STORM DRAIN INLET 0 PAC BELL MANHOLE W/ CONC. PAD cos TCO DETAIL 38A @ 24' 0/C PLACED AT A 45° ANGLE AS SHOWN (176 LF) = - --- -- ................................................................................................................................................. ................. �2�L N DETAIL 39 212 L 2 ( DETAIL 38A (584 LF) =8.5 ^ DETAIL 38A (208 LF) o DETAIL 38A (207LF) 2 _._..a._._._._._._._._._._._._._._._._._.-.----------- .�._._. _._._ _._.a N ^ PM 9918—PH 2 GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, ANO REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPAN/ES. FINAL RESPONSIBILITY FOR LOCA TING UTILITIES /N THE FIELD IS THE CONTRACTOR'S. 2 ALL STR/PING AND PAVEMENT 4MRK/NGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006, Rq SCALE. • I " = 30' PRI VA TE PM 9918—PH 2 ENTRANCE MATCH EXISTING .'T� R/W AND R�W D BLOCK WALL ............ .............-- ............. .. '�. ......................... _......................... , :• N ............................................... � ., DETAIL 38A (70 LF) DETAIL 39 (70 LF) Tl,=8.5 DETAIL 8 (473 LF) PAVEMENT GRADE BREAK N _ ------------------®_---- _________.,._..__....___._.._._....__...... 13 ---------`" mrv" EXISTING RAISED 25 ---------------------.-.J._._. ---- --- -- ---a-----.-.-.-.-.-.-.-.-._._._._._._._._.a.-----------------------------------a._._._._._._._._._._._. __....._...n...._.._......_____......_.._._......_..__..._.. MEDIAN ISLAND O _ DETAIL 39 (15 LF) q DETAIL 8 (346 LF) o DETAIL 8 (123 LF) g y 2 DETAIL 39 DETAIL 39 Qom, DETAIL 39 (44 LF) , (10 LF 1Q DETAIL 39 19 LF 1 (45 LF) ) ; . 4E OF ............................. FL a'. F .H. :,........................................................................ ............ .............. • • ^ DETAIL 38A (119 LF) 2 BUS S TOP ...............................................:::::::::::::::::::::::::::.......................................................................................... ............................. . .................................................. 1 _............. 4 ) R/W NOTE.• EXISTING ' _ -------------------- - ------------ •' ` ITE UIVI € �''•.• (18 LF I CONCRETE IN ROADWAY o � (PROTECT IN PLACE) o - � Q € EN TRANCE Z W O I W � c� ACCESS TO PANAMA -Q m L LN AND MAYBROOK ACCESS AT PINECASTLE DR I MATCH EX STRIPING ALIGNMENT AND WIDTH RE -STRIPE CO LETE N GORE (163 ACCESS TO 0, PENWOOD N4 '• F.H. Lam' .t .• � 1 + , .-r.-: .....:11......................................... ..7XI,e T................................................................................................................. ........:::.....::._...::. W _...................................................................................::::......._ DETAIL 39 (104 LF) "' 146 LF ALIGNMENT ri =8.5 YELLOW STRIPE DETAIL 8 (623 LF) /1\ LAIJ ElS lNG (SED 26____._...__.._._..e_....._....__..__._.._______.......__.__...,.._._...._..._._...__. v Q ---- ------.-I._._._._._._._._._._._.--------------------.a._._._._._._. m... MEDIAN I AND ------------------ 3v ---------------------- N._._._.._._.a._._._._._._._._._._._._._._._._._._ Q -:1Z „- _"" Q DETAIL 38A 90 LF) MEDIAN A. P. — a) _._._..... �i STRIPING A. P. _ DETAIL 39 (490 LF) / NO PARKING .....................................................................................................................................................................................................................................................`........................................................................... 7" CURB REVEAL C 6212 6208 6204 ALLEY ACCESS ALLEY ACCESS: ALLEY ACCESS o J / Y N Q LlMl7 LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING SYMeoL Q TYPE Vl ARROW 6 Y ® STORM DRAIN INLET 0 PAC BELL MANHOLE W/ CONC. PAD © O ❑7 WA TER VAL VE W/ CONC PAD ® CLEAN OUT W/ CONC PAD ❑g BUS STOP / _._..a._._._._._._._._._._._._._._._._._.-.----------- .�._._. _._._ _._.a N ^ PM 9918—PH 2 GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, ANO REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPAN/ES. FINAL RESPONSIBILITY FOR LOCA TING UTILITIES /N THE FIELD IS THE CONTRACTOR'S. 2 ALL STR/PING AND PAVEMENT 4MRK/NGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006, Rq SCALE. • I " = 30' PRI VA TE PM 9918—PH 2 ENTRANCE MATCH EXISTING .'T� R/W AND R�W D BLOCK WALL ............ .............-- ............. .. '�. ......................... _......................... , :• N ............................................... � ., DETAIL 38A (70 LF) DETAIL 39 (70 LF) Tl,=8.5 DETAIL 8 (473 LF) PAVEMENT GRADE BREAK N _ ------------------®_---- _________.,._..__....___._.._._....__...... 13 ---------`" mrv" EXISTING RAISED 25 ---------------------.-.J._._. ---- --- -- ---a-----.-.-.-.-.-.-.-.-._._._._._._._._.a.-----------------------------------a._._._._._._._._._._._. __....._...n...._.._......_____......_.._._......_..__..._.. MEDIAN ISLAND O _ DETAIL 39 (15 LF) q DETAIL 8 (346 LF) o DETAIL 8 (123 LF) g y 2 DETAIL 39 DETAIL 39 Qom, DETAIL 39 (44 LF) , (10 LF 1Q DETAIL 39 19 LF 1 (45 LF) ) ; . 4E OF ............................. FL a'. F .H. :,........................................................................ ............ .............. • • ^ DETAIL 38A (119 LF) 2 BUS S TOP ...............................................:::::::::::::::::::::::::::.......................................................................................... ............................. . .................................................. 1 _............. 4 ) R/W NOTE.• EXISTING ' _ -------------------- - ------------ •' ` ITE UIVI € �''•.• (18 LF I CONCRETE IN ROADWAY o � (PROTECT IN PLACE) o - � Q € EN TRANCE Z W O I W � c� ACCESS TO PANAMA -Q m L LN AND MAYBROOK ACCESS AT PINECASTLE DR I MATCH EX STRIPING ALIGNMENT AND WIDTH RE -STRIPE CO LETE N GORE (163 ACCESS TO 0, PENWOOD N4 '• F.H. Lam' .t .• � 1 + , .-r.-: .....:11......................................... ..7XI,e T................................................................................................................. ........:::.....::._...::. W _...................................................................................::::......._ DETAIL 39 (104 LF) "' 146 LF ALIGNMENT ri =8.5 YELLOW STRIPE DETAIL 8 (623 LF) /1\ LAIJ ElS lNG (SED 26____._...__.._._..e_....._....__..__._.._______.......__.__...,.._._...._..._._...__. v Q ---- ------.-I._._._._._._._._._._._.--------------------.a._._._._._._. m... MEDIAN I AND ------------------ 3v ---------------------- N._._._.._._.a._._._._._._._._._._._._._._._._._._ Q -:1Z „- _"" Q DETAIL 38A 90 LF) MEDIAN A. P. — a) _._._..... �i STRIPING A. P. _ DETAIL 39 (490 LF) / NO PARKING .....................................................................................................................................................................................................................................................`........................................................................... 7" CURB REVEAL C 6212 6208 6204 ALLEY ACCESS ALLEY ACCESS: ALLEY ACCESS o J / Y N Q LlMl7 LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING SYMeoL Q TYPE Vl ARROW 6 Y ® STORM DRAIN INLET 0 PAC BELL MANHOLE W/ CONC. PAD © O ❑7 WA TER VAL VE W/ CONC PAD ® CLEAN OUT W/ CONC PAD ❑g BUS STOP / O o ryF. O O N / c� z ly- LAIJ ElS lNG (SED 26____._...__.._._..e_....._....__..__._.._______.......__.__...,.._._...._..._._...__. v Q ---- ------.-I._._._._._._._._._._._.--------------------.a._._._._._._. m... MEDIAN I AND ------------------ 3v ---------------------- N._._._.._._.a._._._._._._._._._._._._._._._._._._ Q -:1Z „- _"" Q DETAIL 38A 90 LF) MEDIAN A. P. — a) _._._..... �i STRIPING A. P. _ DETAIL 39 (490 LF) / NO PARKING .....................................................................................................................................................................................................................................................`........................................................................... 7" CURB REVEAL C 6212 6208 6204 ALLEY ACCESS ALLEY ACCESS: ALLEY ACCESS o J / Y N Q LlMl7 LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING SYMeoL Q TYPE Vl ARROW 6 Y ® STORM DRAIN INLET 0 PAC BELL MANHOLE W/ CONC. PAD © O ❑7 WA TER VAL VE W/ CONC PAD ® CLEAN OUT W/ CONC PAD ❑g BUS STOP / O o ryF. O O N / c� z ly- w w z c� z w I 0 C/TYJ OF BAKERSF/ELD, CALIFORNIA N DETAIL 8 (623 LF) STREET PARKING .......... ••�••F•.4:.............................. — - --- - .w.. w., 6200 ALLEY ACCESS 6108 ALLEY ACCESS 4 112 BLUE 15' STRIPE (37.5 LF) SEE "ACCESSIBILITY ALIGN STRIPING WITH TRACT 5670 -PH 1 APED RAISED MEDIAN ISLAND DETAIL 39 (50 LF) O T.l. =8.5 O M o0 _..___......_....___.._... ____._.__........... _ __.._.._... _.._._..__...__.___ __........... .''.._ . Q ~ U� LAJ — DETAIL 39A (200 LF) I LLJ � 6100 ED ALLEY ACCESS V 6104 : W ALLEY ACCESS ACCESS AT MA YBROOK DR File Name: TOK23I-STINE RD Drawn: JAFLORES PUBLIC WORKS DEPARTMENT Job No.: TOK231 Design Eng: 1AFLORES Date: 7/10/2011 Checked By.• PAVEMENT LEGEND ® FULL DEPTH RECONS TRUC TION ® 0.20' GRIND AND RESURFACE NON—FEDERAL FUNDED AREA (ROADWAY AREAS) (VOTES FOR MARKINGS QBIKE LANE SYMBOL Q LlMl7 LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING SYMeoL Q TYPE Vl ARROW 6 QRpFESS/0� pEAN o � REGISTERED CI VI L EN GI NEER C 46803 � y� Exp. 6-30-11 ITTY OF BAKERSFIELD 501 TRUX TUN A VENUE qTF C1 V�� AKERSFIELD, CA 93301 OF m- REV/S/ONS No. DA TE DESCRIP TION 1 / / 2-7 / / SCLARIFICA TION TO CONTRACT DOCUMENTS �- a P J 2010 PAVEMENT REHABILITATION 2010: S ROAD= PANAMA LN TO SHEET No. PA CHECO RD/ PANAMA LN. TO STA 31+6Q (STRIPING LAYOUT) I OF 4 -T 0 1 2 3 LEGEND Q FIRE HYDRANT PLACE BLUE MARKERS Q2 MON T W/ 2x2 CONC PAD ®3 SEWER MANHOLE W/ 6x6 CONC PAD ® STORM DRAIN INLET 0 PAC BELL MANHOLE W/ CONC. PAD © STORM DRAIN MANHOLE W/ CONC PAD ❑7 WA TER VAL VE W/ CONC PAD ® CLEAN OUT W/ CONC PAD ❑g BUS STOP �- a P J 2010 PAVEMENT REHABILITATION 2010: S ROAD= PANAMA LN TO SHEET No. PA CHECO RD/ PANAMA LN. TO STA 31+6Q (STRIPING LAYOUT) I OF 4 -T 0 1 2 3 w ry O J w Z O m 0 w O J n n 00 N N O N 0 0 C BLOCK WAJL DETAIL 39 (715 LF) T1.=8.5 N DET41k J9 (72n I F) w O_ �. Q _-.7,00 - ----------------------- DTL 38A (145 LF) A.C. GRADE BREAK -- ------ - - ----- C 2 \ ------- --------------------------------------- ----------- �t lA ISLA D X RAISED ED N _................................_....___.__.___.........._...____..._____......_._....._....._..___._........_.....___......___..____.__.._._....__._._..._..........._.................._.......__.._._..._....._....._..__............_......._..__._._........_........._._.._.... ."__.`._. ------------ ----------------------- W J ..._.. _. _.. .._. .._._ W .z DETAIL 39 156 �F) C`4 ry (63 LF) L i � � J W w DTL 39 (113 LF) ,ATL 39 (15 LF) DTL 39A (80 LF) MID—ARC TO MlD—ARC LINE Ago Q I N S TREE PARKING Lam N .. ... ... . ... .. .... .. ... ... ... ... ..................................................................................................................................... EXISTING RAISE E LOCATE ON MID—ARC TO MID—ARC LINE Is - R=30' ,%Fil T 1. =8.5 DETAIL 39 (174 LF) � w w Z DE TAI � W; 3W� �I STRE T ACCESS Q A T P CHECO Rn MA TCH EXISTING A. C. — ONL Y STREET ACCESS ........ ............ .........._..__....._......__...._.........___..___..__._..._...._........_...._._.._.__._...._...._...__.__...___..._. a6' EXISTING RAISED MEDIAN ISLAND a_._._.__._._._._._._._._._._._._._._._._._._._.a._._._._._._._._._._._._._._._._._._._._._._._.a._._._._._._._._._._._._._._._._._._._._._._._._.a._._._._._._._._._._._._._._._._._._._._._._.---- ,._._._._._ N DTL 39 (541 LF) 4 1Q DTL 39 (90 LF) DTL 39 (78 LF) a N 4 EST ., 1 F PLACE �v 6 W PARKING 4) ,, STREET N .................................................................................................................................................................................................................................................. H~ l -ARC Ll E ............................................................................................................................... ..... _�..e G *................................................................................................................................................w................................. U D TL 21 (101 LF) RESTRIPE COMPLETE V GORE W DTL 21 (108 LF) RESTRIPE COMPLETE GORE .............................................. 12' ' `� ry w ;STOP BAR MID—ARC TO (I3 LF) MID—ARC LINE DETAIL 8 (715 LF) T.I. =8.5 AC�RADE BREAK L A (150 LF).___....__......_____..___..____.._.._..__..._...__._.._.-.............__....__..__._.__........ .-...........-......_._....�__. EXISTING RAISED MEDIAN ISLAND (8" REVEAL) ----- ._._._. ,._._.._.2 _.._._._._._._._._._._._. N_w_,_a:_._._._._._._._._._._.-------------------------- a._._._._._._._._._._._._._._._._._._._._._.------ a._._._._._._._.._m.__._._._._._._._.. _. _.-.- EXISTING RAISED MEDIAN ISLAND (6" REVEAL) DETAIL 8 (710 LF) CITY SOF BAKERSFIELD, CALIFORNIA DETAIL 39 (424 LF) STREET PARKING PUBLIC WORKS DEPARTMENT 1 10 SCALE: I " = 30' .................................................................... �::.............................................................................::..:::.................................. (n W W _........_-_ ..............._. ....... ..._.._......__..__..._____..._._____.._..___._.._..__.._......_.._____._.._...._......_.._..._...__....___.....______..__........._..-..._._..-._-___.._.__.._...-...__......_.................. 2 sa � O Z W ~ W D TL 39 bi (23 LF) DETAIL 39 (43 LF) DTL 39A (74 LF) DTL 39 4 Q — — — — 1 --N (23 LF) a ,r N r TR T PARKING S EE N STOPA ,. ........................... ................................................................................. ... (16 LF).j...................................................................................................................................... QBIKE LANE SYMBOL El Z Q CROSSWALK MARKING '�::.... .........._............ J ® STORM DRAIN INLET � D TL 21 z v Q W ONL Y STREET O ACCESS Lj ry (63 LF) L i � � � w W � W Ago O EXISTING RAISE ME Q �i DETAIL 39A'\(32 LF) STREET -PAR NG R=30' ,%Fil T 1. =8.5 DETAIL 39 (174 LF) � w w Z DE TAI � W; 3W� �I STRE T ACCESS Q A T P CHECO Rn MA TCH EXISTING A. C. — ONL Y STREET ACCESS ........ ............ .........._..__....._......__...._.........___..___..__._..._...._........_...._._.._.__._...._...._...__.__...___..._. a6' EXISTING RAISED MEDIAN ISLAND a_._._.__._._._._._._._._._._._._._._._._._._._.a._._._._._._._._._._._._._._._._._._._._._._._.a._._._._._._._._._._._._._._._._._._._._._._._._.a._._._._._._._._._._._._._._._._._._._._._._.---- ,._._._._._ N DTL 39 (541 LF) 4 1Q DTL 39 (90 LF) DTL 39 (78 LF) a N 4 EST ., 1 F PLACE �v 6 W PARKING 4) ,, STREET N .................................................................................................................................................................................................................................................. H~ l -ARC Ll E ............................................................................................................................... ..... _�..e G *................................................................................................................................................w................................. U D TL 21 (101 LF) RESTRIPE COMPLETE V GORE W DTL 21 (108 LF) RESTRIPE COMPLETE GORE .............................................. 12' ' `� ry w ;STOP BAR MID—ARC TO (I3 LF) MID—ARC LINE DETAIL 8 (715 LF) T.I. =8.5 AC�RADE BREAK L A (150 LF).___....__......_____..___..____.._.._..__..._...__._.._.-.............__....__..__._.__........ .-...........-......_._....�__. EXISTING RAISED MEDIAN ISLAND (8" REVEAL) ----- ._._._. ,._._.._.2 _.._._._._._._._._._._._. N_w_,_a:_._._._._._._._._._._.-------------------------- a._._._._._._._._._._._._._._._._._._._._._.------ a._._._._._._._.._m.__._._._._._._._.. _. _.-.- EXISTING RAISED MEDIAN ISLAND (6" REVEAL) DETAIL 8 (710 LF) CITY SOF BAKERSFIELD, CALIFORNIA DETAIL 39 (424 LF) STREET PARKING PUBLIC WORKS DEPARTMENT 1 10 SCALE: I " = 30' .................................................................... �::.............................................................................::..:::.................................. (n W W _........_-_ ..............._. ....... ..._.._......__..__..._____..._._____.._..___._.._..__.._......_.._____._.._...._......_.._..._...__....___.....______..__........._..-..._._..-._-___.._.__.._...-...__......_.................. 2 sa � O Z W ~ W D TL 39 bi (23 LF) DETAIL 39 (43 LF) DTL 39A (74 LF) DTL 39 4 Q — — — — 1 --N (23 LF) a ,r N r TR T PARKING S EE N STOPA ,. ........................... ................................................................................. ... (16 LF).j...................................................................................................................................... 44 365,85 0 45 -------.-._ DE - - TAIL 38A 178 TI.=8.5 w LIMITS of N RECONSTRUCTION w .. 0 n 5. 1 DETAIL 39A (176 LF)�� NO PARKING NOTES FOR MARKINGS QBIKE LANE SYMBOL El Z Q CROSSWALK MARKING QRAILROAD CROSSING 3 SYMBOL Q TYPE Vl ARROW 6 J ® STORM DRAIN INLET � D TL 21 z v Q W ONL Y STREET O ACCESS Lj ry (63 LF) L i W � z Ago 44 365,85 0 45 -------.-._ DE - - TAIL 38A 178 TI.=8.5 w LIMITS of N RECONSTRUCTION w .. 0 n 5. 1 DETAIL 39A (176 LF)�� NO PARKING NOTES FOR MARKINGS QBIKE LANE SYMBOL Q LlMl7 LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING 3 SYMBOL Q TYPE Vl ARROW 6 File Nome: TOK231-STINE RD Drawn: JAFLORES Job No.: TOK231 Design Eng: JAFLORES Date: 7/10/2011 Checked By. PA VEMENT LEGEND ® FULL DEPTH RECONS TRUC TION ® 0.20' GRIND AND RESURFACE NON—FEDERAL FUNDED AREA (ROADWAY AREAS) QRpFESS/ONq R GISTERED Cl VIL ENGINEER cy C 46803 x yF Exp, 6-30-11 ClTY OF BAKERSFIELD ��q CIVIL 7 01 TRUX TUN AVENUE BAKERSFIELD, CA 93309 F OF CA��FO� REVISIONS N DA TE DESCRIP TION 2' STf C 'ING CLARIFICA TION TO JTRA CT DOCUMENTS 2010 PAVEMENT REHABILITATION 2010: STIN�j ROAD PANAMA LN TO PACHECO RD/ STA 31f60 TO STA 45+85 (STRIPING LAYOUT) 0 1 SHEET N0. 2 OF 4 2 3 LEGEND FIRE HYDRANT— PLACE BLUE MARKERS 2❑ MON T W/ 2x2 CONC PAD 0 SEWER MANHOLE W/ 6x6 CONC PAD ® STORM DRAIN INLET PAC BELL MANHOLE W/ CONC. PAD © 0 STORM DRAIN MANHOLE W/ CONC PAD WA TER VALVE W/ CONC PAD ED CLEAN OUT W/ CONC PAD BUS STOP 2010 PAVEMENT REHABILITATION 2010: STIN�j ROAD PANAMA LN TO PACHECO RD/ STA 31f60 TO STA 45+85 (STRIPING LAYOUT) 0 1 SHEET N0. 2 OF 4 2 3 U) Li O 1 z O m 0 Li O J n 0 I I m Ln N Lo LH 0 N O C) c U) a� > O L Q Q a I cn / / m c cn 1 N Y O O 0 N I O O N / c� z ry W w z c� z Li I 0 0 / to 2 G) -� Z � w - WALK (95 LF) y EX TENSION OF STRIPING TO BE — D 3 A (8 LF) HARRIS ROAD CL z D T (8 LF) _ - Q D TL 8 (8 LF) EXTENSION Of a I STRIPING TO E COS WALK (�3 LF) W1 THIN 1' AT Z I HARRIS ROAD CL 11, N No TE.. EXISTING CANAL BOX CULVERT USE CAUTION DURING EXCA VA TION AND A.C. PLACEMENT VERIFY DEPTH PRIOR TO EXCA VA TION s — w ------------------------------------- ------------------------.-._._._._.-._._. ------------ DETAIL 28 (165 LF) 5301 c � �9 DETAIL 39 (320 LF) w • 0.44' A.C. OVER DETAIL 8 600 LF) 0.67' AGG. BASE DETAIL 29 (298 LF) 60 DETAIL 8 (600 LF) �I Q cz 530 I O;W� ❑ NO SIDEWALK THIS AREA OPEN CHANNEL CANAL 0 �v �6 DETAIL 39 (347 LF) % DETAIL 39 (130 LF = DETAIL 8 (700 LF) 10x10' PAD 62 s DETAIL 8 (700 LF) 66 57 Q DETAIL 31 (67 LF) — r 9' Q aox cU! �F�r DELI 8 (700 LF N N STINE CITY PF BAKERSFIELD, CALIFORNIA 0 v� DETAIL 39 (700 LF) 5300 1MID11ARC To 0D -'ARC LINE (22 NOTES FOR MARKINGS ti Q LIMIT LINE �o Q CROSSWALK MARKING QRAILROAD CROSSING 3 Q TYPE Vl ARROW 6 SYMBOL `� DETAIL 31 (86 LF)Lo Zj k- J cn ci � OPEN CHANNEL CANAL 0 �v �6 DETAIL 39 (347 LF) % DETAIL 39 (130 LF = DETAIL 8 (700 LF) 10x10' PAD 62 s DETAIL 8 (700 LF) 66 57 Q DETAIL 31 (67 LF) — r 9' Q aox cU! �F�r DELI 8 (700 LF N N STINE CITY PF BAKERSFIELD, CALIFORNIA 0 v� DETAIL 39 (700 LF) 5300 1MID11ARC To 0D -'ARC LINE (22 NOTES FOR MARKINGS Qj BIKE LANE SYMBOL Q LIMIT LINE QTYPE IV ARROW Q CROSSWALK MARKING QRAILROAD CROSSING 3 Q TYPE Vl ARROW 6 SYMBOL `� DETAIL 31 (86 LF)Lo File Nome: TOK23I-STINE RD Drawn: JAFLORES PUBLIC WORKS DEPARTMENT Job No.: TOK231 Design Eng: JAFLORES Date: 7/10/2011 Checked By.- SCALE. I " = 30' PIPED CANAL DETAIL 39 (132` DETAIL 8 (161 LF) s — �— E DETAIL , 31 (130 LF) DETAIL 8 (130 LF) DETAIL 39 (90 LF) ............................................................................... _ eH NO SIDEWALK THIS AREA DETAIL 39 (70 LF) LEGEND FIRE HYDRANT— PLACE BLUE MARKERS O F3 SEWER MANHOLE W/ 6x6 CONC PAD � O ❑5 PAC BELL MANHOLE W/ CONC. PAD © STORM DRAIN MANHOLE W/ CONC PAD `� DETAIL 31 (86 LF)Lo Q LLJ W BUS STOP 0.60' A.C. OVER W V COUPACrEO 01L R VALUE=74 N PAVEMENT LEGEND ® FULL DEPTH RECONS TRUC TION ® 0.20' GRIND AND RESURFACE NON—FEDERAL FUNDED AREA (ROADWAY AREAS) QRpFESSIp� 'D AN R� co O � Q� �, REGISTERED CIVIL ENGINEER � C 46803Fn yt Exp. 6-30-11 CITY OF BAKERSFIELD `P; c/Vi� 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F pF CA��Fo� REVISIONS No. DA TE DESCRIP TION 1 STf C ING CLARIFICATION TO ✓TRACT DOCUMENTS )7o 7 if 2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO SHEE T NO. PACHECO RD/ STA 45+85 TO STA 60+10 STRIPING LAYOUT) 3 OF 4 0 1 2 LEGEND FIRE HYDRANT— PLACE BLUE MARKERS ❑2 MON T W/ 2x2 CONC PAD F3 SEWER MANHOLE W/ 6x6 CONC PAD ® STORM DRAIN INLET ❑5 PAC BELL MANHOLE W/ CONC. PAD © STORM DRAIN MANHOLE W/ CONC PAD E7 WA TER VALVE W/ CONC PAD ® CLEAN OUT W/ CONC PAD ❑g BUS STOP )7o 7 if 2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO SHEE T NO. PACHECO RD/ STA 45+85 TO STA 60+10 STRIPING LAYOUT) 3 OF 4 0 1 2 5241 DETAIL 39 (252 LF) DETAIL 8 (267 LF) �o o� DETAIL 8 (267 LF) Q � AIL .ter_ DET31 (273 LF, -- .�-----------------------------------------------AIL--------------- --- W U DETAIL 8 (278 LF) N DETAIL 3 (90 LF) cn Li m O z O D 52 m 0 w O w n 0 n Ln N En W, 01 N 0 0 5221 0 .'.^............ley...... .......... Q 1 COUNTRY PLACE DR. 65 KERN TURF SUPPL Y 5151 I I � i E I I — I _.._._.-._._._._._._._._._._._.4._._._._._._._._._._._._._._._._ ---- ._ I ' N 1 �21 LF) 4.... o........ j ........_... . �............ ...................................... 50' 10' —� 20' �— JO'—j— 40Ljj ' � 50 72 � r" � EQUIPMENT REN TAL------------------------------ - ---- ------ ------------------------------ � z o o o Z Q GOODWILL STORE Lhi 68 69 , o W � 4901 °+° � 5001 ' 0 CURB FLARE DETAIL 1 � NO PARKING . . ....... .... ................. ii •vy ..E.. ® DEMIL AlL 39 (550 LF) • � i 0. 55' A. C. OVER DETAIL 8 (548 LF) 0.46' AGG.-BASE DETAIL 8 (550 LF) DETAIL 8 (125 LF) DETAIL 28 (180 LF) 3 SSR �lflyT MCN CURB FLARE 7� �. DETAIL 31 (120 LF) ^_ � I SEE DETAIL � �'� ' DETAIL 31 (127 LF) .. +-----.-.�-.-.-.-.-.-.-.-.-.-.. -.....��::..-:�-�-:.-:.-.-:.-.-:-:.--------�--my--,-:--;-�-:.-�-�-..�.-_-.-.-.---._;.._.Fil 4_._._._._._._._._._._._._._._. j DETAIL 8 (118 LF) 12U 4 _ iCONSTRUCTN DETAIL 8 (312 LF) mW STYPE "A" N CONSTRUCT TYPE AXJ5 LF) 155 LF) I C'4DETAIL 38A @ 30 0/C � "C" LOOPS (J)ML ; 00 S (2) PLACED ATA 45° ANGLE 12' EX SEAM 1 L DETAIL 39A (105 LF) � 5 (27 LF) � (166 SI& Q CL NF) AS SHOWN (183 LF) .............. ... I ..... ....... ................... ................... ......... - �'..�.................... .............................................. ..iii..• ............................................. REPLACE TYPE "C" 118 LF 5 • 2 U ; LOOPS PARKING NO PARKING STREET ACCESS AT V 'o�'��♦:. WOODMERE DR 4 OO Qj DETAIL 39A (300 LF) DETAIL 8 (385 LF) DETAIL 8 (385 LF) QRpFESS/p,� AN REGISTERED CIVIL ENGINEER C 46803 FIRST BAPTIST CHURCH SCALE: I" = 30' * Exp. 6-30-11 C/ TY OF BAKERSFIELDENUEq C1 V l� 500 1501 TRUX BAKER SFIELD, NCAV 93301 TF OF CAL�F�� REVISIONS .. .............................................................................................................................................................................................. #' N,o. DA TE DESCRIP TION ....J.... ..JAI . ...... DETAIL 39 (165 LF) 'DETAIL 31 (385 DETAIL 8 (387 LF) PA I/EMENT LEGEND ® FULL DEPTH RECONSTRUCTION ® 0.20' GRIND AND RESURFACE i NON—FEDERAL FUNDED AREA � (ROADWAY DETAIL J9 (JIO LF) ........................................................................................................................ DETAIL 39A 65 LF D............. i ............................................ 4908 � I S TINE ARM APARTMENTS I NOTES FOR MARKINGS Q8/KE LANE SYMBOL Q LIMIT LINE QTYPE IV ARROW Q CROSSWALK MARKING Q RAILROAD CROSSING TYPE Vl ARROW ZL CITYC OF BAKERSFIELD, CALIFORNIA File Name., TOK231-STINE RD Drawn: JAFLORES PUBLIC WORKS DEPARTMENT Job No.: TOK231 Dagig.eeBng: JAFLORES Date: 7/10/2011 Checked By AREAS) CONDUOTOR SCHEDULE CONDUIT SIZE 2-3"(E) 2-3"(E) 3" (E) 1 1/2"(E) 1 7/2"(E) CONDUCTOR RON ZL ZL ZL z ZL 28 CONDUCTOR 4(E) 4(E) 2(E) jj10 LIGHTING 4(E) 5(E) Jf 1 DET 1(E) 1(E) 4 (E) 4 (E) 4 (E) 4 (E) 7 (E) # 2 DET I (N) I (N) � (N) � (N) � (N) #6DET 3(E) 3(E) Jf 8 DET 2 (E) 2 (E) 2 (E) TOTAL 11 1 cb Z IPING CLARIFICATION TO ) NTRACT DOCUMENTS STREET ACCESS AT LEGEND 1 FIRE HYDRANT— PLACE BLUE MARKERS MON T W/ 2x2 CONC PAD SEWER MANHOLE W/ 6x6 CONC PAD STORM DRAIN INLET PAC BELL MANHOLE W/ CONC. PAD 6 STORM DRAIN MANHOLE W/ CONC PAD 7 WA TER VALVE SYMBOL AREAS) CONDUOTOR SCHEDULE CONDUIT SIZE 2-3"(E) 2-3"(E) 3" (E) 1 1/2"(E) 1 7/2"(E) CONDUCTOR RON ZL ZL ZL z ZL 28 CONDUCTOR 4(E) 4(E) 2(E) jj10 LIGHTING 4(E) 5(E) Jf 1 DET 1(E) 1(E) 4 (E) 4 (E) 4 (E) 4 (E) 7 (E) # 2 DET I (N) I (N) � (N) � (N) � (N) #6DET 3(E) 3(E) Jf 8 DET 2 (E) 2 (E) 2 (E) TOTAL 11 1 cb Z IPING CLARIFICATION TO ) NTRACT DOCUMENTS STREET ACCESS AT LEGEND 1 FIRE HYDRANT— PLACE BLUE MARKERS MON T W/ 2x2 CONC PAD SEWER MANHOLE W/ 6x6 CONC PAD STORM DRAIN INLET PAC BELL MANHOLE W/ CONC. PAD 6 STORM DRAIN MANHOLE W/ CONC PAD 7 WA TER VALVE W/ CONC PAD CLEAN OUT W/ CONC PAD BUS STOP g 1 7 5 2Efl 2010 PAVEMENT REHABILITATION 2010: STIN ROAD= PANAMA LN TO SH W/ CONC PAD CLEAN OUT W/ CONC PAD BUS STOP g EET No. PACHECO RD/ STA 60f10 TO PACHECO D (STRIPING LAYOUT) 4 OF 4 0 1 2 3