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HomeMy WebLinkAbout6.1-1716LIST OF DRA WINGS SHEET 1 TITLE SHEET SHEET 2 STREET PLAN & PROFILE SHEET 3 SELECTIVE BID AL TERNA TE NO. 1 DETAILS & SECTIONS SHEET 4 SELECTIVE BID AL TERNA TE NO. 2 DETAILS & SECTIONS SHEET 5 STRIPING PLAN SHEET 6 CITY STANDARD PLANS CITY STANDARDS S T-1 CURB & GU T TER COMMERCIAL DRIVE APPROACH ST -9 SIDEWALK BASE AT ASHE LIFT STATION ELEV= 352.217 NAD83 DATUM BASIS OF BLARING THE CENTERLINE OF WIBLE ROAD NORTH OF THE IN TERSEC TION WITH BERKSHIRE ROAD BETWEEN BERKSHIRE ROAD AND PANAMA LANE, NORTH 00* 35' 56" EAST, WAS USED AS THE BASIS OF BEARING CONVENTIONAL SYMBOLS EASEMENT - - RIGH T OF WA Y CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE CITY 0� BAKER S -D DEPARTMENT OF PUBLIC WORKS STREET /IMPROVEMENTS ON — — — — =- — EXIST. CURB & GUTTER --------------- EXIST. A.C. FLOWLINE EXIST. EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W� "IAFmm;ff M it � 4 !fA T FROM ARVIN-EDISON CANAL NORTH 180 FEET LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I TRAFFIC EXIST WA TER LINE 1344 S EXIST SEWER LINE w 250 EXIST GAS LINE TRAFFIC SD EXIST STORM DRAIN G TRAFFIC EXIST AERIAL 301 E EXIST UNDERGROUND OH LINES AND PAVEMENT MARKINGS 1410 POWER LINE IMPORT FILL (SELECT MA TERIAL) EXIST UNDERGROUND Cy T EXIST UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 M.H. F.H. ® MANHOLE o(D,,. FIRE H YDRAN T P.P. W.M. POWER POLE WATER METER W.V. ® EXISTING MONUMENT WATER VALVE G.M. FU TURE MONUMEN T ® GA S METER S.3 L V STREET LIGHT GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK C.O. ® CLEAN OUT ME- AUTO SCOPE a PRE-EMPTION DEVICE W� "IAFmm;ff M it � 4 !fA T FROM ARVIN-EDISON CANAL NORTH 180 FEET LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I TRAFFIC STRIPING, DETAIL 8 (PAINT) 1344 LF TRAFFIC STRIPING, DETAIL 37B (PAINT) 250 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 242 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 301 LF REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 1410 SF IMPORT FILL (SELECT MA TERIAL) 150 Cy Job No.: TOK208 File Path: C:\DOCUME—l\tmullen\LOCALS-1\Temp\XPgrpwise File Name: Wible—St—Improvement.dwg S TA TL OF CALIFORNIA NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES. C1.4 SS 14 NO TE. - THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 0.32 miles APPROVED BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR QROFESS/pN pEAN APPROVAL RECOMMENDED BY: Lu C 46803 * Exp. 6-30-11 * C•.�-�.. � 27/��'� ASSISTANT PUBLIC .WORKf DIRECTOR DATE ��9TF CIVIL OF CA��F CIVIL ENGINEER IV - DE IGN ENGINEERING D17J ATE -�- TRAF IC ENGINEERING DATE STREET IMPROVEMENTS ON WIBLE ROAD NO 1 OF FROM ARM-ED/SON CANAL NORTH 180 FEET 6 SHEETS 0 1 2 3 a W LU O 15 �a P J z 15 0 Q Z Q d Z 0 0 Lu J OQ 0 Z 0 CL W z Q J Q H Q U w 0 m 0 w F- 0 J n 0 I I w 00 0 6i raj 0 0 N N Q f— c a) E a� 0 L 0- E _I 01 / 0 L Q E W a) ��0/ LL_ a) 37- I 00 0 N 0 F_ / 0 0 N I ') 0 0 N / z Li W z c� z w I 0 0 J / ., 364 f HORIZ:' 1" = 1O' =364 STA 31+62.28-43.12' L T VERT: STA 33+43.88,--46.05' LT ;MATCH EXISTING CURB 8c GUTTER ' :MATCH EXISTING CURB & GUTTER 363 AND SIDEWALK _-. 366 t j t E' I X362 i ± J61 EXISTING: GROUND AT _ v - -_- -- - 361 PROPOSED FLOWLINE - \ APPROXIMATELY 'fJ 360 45WEST OF360 CL i 359J59 , • , E 32-;00 ii+00 I • I WES T CURB AND GTTER EPROFILE` t CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Wible—St_lm rovementDrawn: JOE CA TALAN Job No.: TOK208 Engineer: JOE CATALAN Date: Aug. 26, 10 Checked By. _ LU Q,pFESS/ON VEAN 4 REGISTERS VIL ENGINEER C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD �Q 1501 TRUXTUN AVENUE '9TF V 1 BAKERSFIELD CA 93301 OFF CA1-�F REVISIONS No. DA 7E DESCRIPTION 1 371 / / LEGEND SEE ROADWAY SECTION — SELECTIVE BID ALTERNATE NO. I — SHEET 3 — SELECTIVE BID ALTERNATE NO. 2 — SHEET 4 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE IN THE AREAS INDICATED ON THE PLANS. SEE ROADWAY SECTION ON THIS SHEET. CONSTRUCT/ON NOTES: 1� CONTRACTOR SHALL CONSTRUCT 42'—LONG DRIVE APPROACH PER C.O.B. STANDARD 21 CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STANDARD ST -1 ❑3 CONTRACTOR SHALL CONSTRUCT RESIDENTIAL SIDEWALK PER C.O.B. STANDARD ST -9 44 CONTRACTOR SHALL CONSTRUCT DRIVEWAY R5 CONTRACTOR SHALL REMOVE AND RELOCATE EXISTING CHAINLINK FENCE R6 CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING TREE F7 CONTRACTOR SHALL MOVE AND RELOCATE THE MAILBOX 88 UTILI TY POLE TO BE REL OCA TED BEHIND NEW SIDEWALK BY OTHERS R9 WA TER VA VES TO BE ADJUSTED BY OTHERS GENERAL NOTES: 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA IF ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLANS. 3 CONCRETE FINISHES SHALL CONFORM WITH THE STA IF OF CALIFORNIA STANDARD SPECIFICA 77ONS SECTION 73. STREET IMPROVEMENTS ON WISLE ROAD FROM ARVIN-EDISON CANAL NORTH 180 FEET 716 SHEET NO. 2OF6 0 1 2 3 z Q J Q Q W O m 0 w F_ O J r 0 M n 00 1 O 0 N (15N Q L 0 1 C E1 Cn / 0 L Q V) 0 ry 00 O N V O F_ / 0 N O O N 0 Z_ rK w w Z z W 0 0 / - 55' - k Q F 'J Q) ---------- 41 _____ LI O z W I 0.457 7 TYPE A7 A.C. OVER W 0.80' CLASS // AGG. BASE v ( 0 VER /. 25 NA TI VE GROUND COMPA C TED TO 957 RELA Tl VE DENSITY A STA 31+62.28 TO 32+89.73 & 33+31.85 TO 33+43.88 IMPORT FILL 0.5' COMPA C TED TO 907 RELA T/ VE DENSI T Y HINGE POINT (2' FROM BACK OF SIDEWALK) CONSTRUCT STANDARD SIDEWALK PER COB STANDARD ST -9 / SIDEWAL\ CURB & GU TTER z J 15.84' TO v 16.63' o �F O �---� O O O I l T ; o0 -L _................................................... L!== I I 1=1 I M � III III= of z 0.45' TYPE 'A' A.C. OVER - 0.80" VER - 0.80' CLASS H AGG. BASE W I OVER 1.25' NA T/ VE GROUND COMPA C TED TO 957 RELA TI VE DENSI T Y A2 STA 32+89.77 TO 33+31.85 2" TYPE "A" A. C. OVER 4" 55' AGG. BASE O 'UT TO rAN �AL EDGE o �F O �---� O O O I l T ; o0 -L _................................................... L!== I I 1=1 I M � III III= of z 0.45' TYPE 'A' A.C. OVER - 0.80" VER - 0.80' CLASS H AGG. BASE W I OVER 1.25' NA T/ VE GROUND COMPA C TED TO 957 RELA TI VE DENSI T Y A2 STA 32+89.77 TO 33+31.85 2" TYPE "A" A. C. OVER 4" CLASS II AGG. BASE IMPORT FILL COMPA C TED TO 857 RELA Tl VE DENSITY SCARIFY AND RECOMPA C T TO 957 REL A T/ VE DENSI T Y CONSTRUCT TYPE 'B' COMMERCIAL DRIVE APPROACH PER COB ST -4, EXCEPT AS NOTED WIDTH:, 42 FEET LENGTH: 10 FEET CONSTRUCT DRl VEWA Y 2" TYPE "A" A. C. OVER 4" CLASS // AGG. BASE WIDTH: 42 FEET LENGTH: 20 FEET DRI VE APPROACH CURB & GU TTER Q�oF Ess l O,vq ����0 O ID 6 =o REGIST RED jC2LV4 ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD X CAVIL ��Q 9501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 TF OF CA1-�F�� REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 �j�j DRI VEWA Y IMPOR T FILL 0.5' COMPA C TED TO 957 RELA TI VE DENSI T Y DRI VEWA Y 4 STA 32+89.77 TO 33+31.85 ,SELECTIVE BID ALTERNATE NO. I DETAILS AND SECTIONS File Nome.- Wible—St_lm rovement Drawn: JOE CATALAN STREET IMPROVEMENTS ON W/BLE ROAD CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK208 Engineer: JOE CATALAN Date: Aug. 26, 10 Checked By. FROM ARVIN—EDISON CANAL NORTH 180 FEET — IMPORT FILL 0.5' COMPA C TED TO 957 RELA TI VE DENSI T Y SCARIFY AND RECOMPA C T TO 957 RELA TI VE DENSI T Y IMPORT FILL /NATIVE GROUND GRADED 4:1 ALONG THE EDGE OF THE DRl l/EWA Y SHEET N0. 30F6 -T- 1 2 3 -13.92' TO i 16.63' F t Q TYPE "A Arm J Q � Q II U Rip= LJ O m C) w O J FX 0�,,� E' 1 QQ N o a 3 E O L r E 411 co / O L Q- E 4-+ L ++ V) O O ry N 01 O N V O H O 0 N 1 O O N 0 Z_ 0' W W z z w I 0 0 J / .—A 55' G. 1.0" TYPE 'A' A.C. OVER W 1.50' NA TI VE GROUND v COMPA C TED TO 95/ RELA TI VE DENS/ TY /4-1 STA 37+62.28 TO 32-X89.73 & 33+37.85 TO 33+43.88 IMPORT FILL 0.5' COMPA C TED TO 907 RELA TI VE DENSI T Y HINGE POINT (2' FROM BACK OF SIDEWALK) CONSTRUCT STANDARD SIDEWALK PER COB STANDARD ST -9 41 Z 15.84' TO Z-3 16.63' a 55' � 0 SAWCUT TO A CLEAN'� VERTICAL EDGE = 31.25' TO 31.30' 10 coNsrRucr TYPE e' � CURB AND GUTTER � FOR DRIVE APPROACH V'gH/ES Oi /f 5T Ml I 1=1 I I Mi I Ml I 1=1 I I - I I-1 I MI z =III. 1.0' TYPE A' A.C. Ol/ER 1.50' NATIVE AROUND � COMPACTED TO 959' RELATIVE DENSITY A-2 31 CONSTRUCT TYPE 'B' COMMERCIAL DRIVE APPROACH PER COB ST -4 EXCEPT AS NOTED WIDTH: 42 FEET LENGTH. • 10 FEET CONS TRUC T DRI VEWA Y 2" TYPE "A" A. C. OVER 4" CLASS II A GG. BASE WIDTH: 42 FEET LENGTH: 20 FEET QRpFESSl9N\ SFO pEAN AQv 0�ID�471e�) F"—Wo —9� 9'�y� 2G!z�►� �_ REGISTERED L EN GI NEER` � C 46803 � * Exp. 6-30-11 Cl TY OF BAKERSFIELD �Q CIV1� 1501 TRUX,TUN A VENUE '9TF BAKERSFIELD, CA 9330' OF C\F REVISIONS No. DA TE I DESCRIPTION rim TYPE "A Arm OVER 4" dk1m II AGG. Rip= STA 32-89.73 TO 33-31.85 2" TYPE "A " A. C. OVER 4" CLASS II AGG. BASE IMPORT FILL COMPA C TED TC 85Z REL A TI VE DENSI TY EXISTING NA Tl VE GROUND SCARIFY AND RECOMPA C T TO 957 RELA Tl VE DENSI T Y DRI VEWA Y A 3 STA 32+89.77 TO 33+37.85 ,SELECTIVE BID ALTERNATE NO. 2 DETAILS AND SECTIONS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Re Name.- Wible—St—lm rovementDrawn: JOE CATALAN Job No.: TOK208 Engineer. • JOE CATALAN Date: Aug. 26, 10 Checked By. -)[-K IMPORT FILL 0.5' COMPA C TED TO 957 RELA TI VE DENSITY „� , „ . , . A Tl VE GROUND SCARIFY AND RECOMPA C T TO 957 RELA TI VE DENSITY STREET IMPROVEMENTS ON WISLE ROAD FROM ARVIN-EDISON CANAL NORTH 1.80 FEET IMPORT FILL /NATIVE GROUND GRADED 4:7 ALONG THE EDGE OF THE DRl l/EWA Y 0 SHEET NO. 4 OF 6 0 1 2 - -- ALI 106 LF 1 TANGENT LENGTH. 200' 2 — 26� ------------------------- --_.-.-_--- ------------------_----_--------_-------------___ - __ -------------------- ----------------------------------------------- LU ■ �--- STA 22+45.47 34.61' STA 23+57.64 30.79' --_---- - o WEST OF CENTERLINE WEST OF CENTERLINE STA 25+57.13 N 16.48' LtjSCALE.' 1 = 30 BEGIN CURVE END CURVE WEST OF CENTERLINE BEGIN CUR VE 0 I I \/ ` OILd OLIJ- RlwI �- ♦ - -- - -- A - _ _ _ — — _ I ARVIN—ED/SON 455 SF CO Alm _ — _ _ — —� _ __-__- _i__—_ _ _ �_�_ - _ - l ~ CANAL QROFESS/oN DEAN ,, C13 REGIS EREQ CI IL ENGINEER C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD �Q 1501 TRUXTUN AVENUE qTF CIU�L BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION Is 1 DERREL'S MINI STORAGE Q (f) 0 r ^ V �— J �z6 � � ( 900 LF 1 301 LF 4 Q � a a RADIUS: 1500' - -- - - -- - - - RC LENGTH: 112.25 27 00 28tOO 29 00 3000 31t 00 32 00 _ r �._. ---------------------- --------------------------------- --- -- -- = � ----------------- _______________________________STA 26+69.29 N 12.65 .----_---_ WEST OF CENTERLINE -- - (x/11/ - _ . .- - - - ------------- END CURVE WI B L E ROAD _ SCALE: 1 " = 30' -RIW ARVDISON CANAL � R/W i R W WA 339 SF 5 N 152 SF 5 PIZZA HUT P -- -- -- -- f ____ -- -- 5 152 SF 152 SF 5 2 ` D _ - _- ---- -_ - - - - -- - _ 338 LF 1 Fil J 7W_---_--/�-- _ _ -- - - - - - - - - ----------- �- 39 _tOVs'' - 7 z -- _ 4200 x F` 40+00 r -y- 00 WI B L E ROAD SCALE. • I" = 30' CL CONSTRUCTION NOTES: CONTRACTOR SHALL REMOVE CONFLICTING TRAFFIC DELINEATORS INDICA TED ON THE PLANS a CONTRACTOR SHALL REMOVE CONFLICTING W4-2 SIGN AND POST AS INDICA 7FD ON THE PLANS. M CONTRACTOR SHALL INSTALL 2009 MUTCD W4 -la SIGN ON A 7 -FOOT VERTICAL POLE AS INDICA7ED ON THE PLANS ® CON7RACTOR SHALL INSTALL 2009 MUTCD W73A (CA) SIGN ON A 7 -FOOT VERTICAL POLE AS INDICATED ON THE PLANS a CONTRACTOR SHALL INSTALL 2009 MUTCD R3-7 SIGN ON A 7 -FOOT VERTICAL POLE AS INDICA TED ON THE PLANS STRIPING NOTES: O CONTRACTOR SHALL INSTALL DETAIL 8 --- ` CONTRACTOR SHALL INSTALL DETAIL 37B O3 � " . \. O .� .__ � 4O CONTRACTOR SHALL INSTALL DETAIL 39 ` �- _ 355 LF REMOVE CONFLICTING _ _ ON THE PLANS. - ✓" - - "___._ - - - - - - - - - - Q I 160 SF 5 - RADIUS. • 1500' , Q_.____._ i _ _ -- - - 122 LF 3 120 LF 3 ARC LENGTH: 112.25 � 18+- .198 19 X00 20+00 .-.-.-. .�- ... _.. wo _ _ - + —22_00 — + 2 00 - -- ALI 106 LF 1 TANGENT LENGTH. 200' 2 — 26� ------------------------- --_.-.-_--- ------------------_----_--------_-------------___ - __ -------------------- ----------------------------------------------- LU ■ �--- STA 22+45.47 34.61' STA 23+57.64 30.79' --_---- - o WEST OF CENTERLINE WEST OF CENTERLINE STA 25+57.13 N 16.48' LtjSCALE.' 1 = 30 BEGIN CURVE END CURVE WEST OF CENTERLINE BEGIN CUR VE 0 I I \/ ` OILd OLIJ- RlwI �- ♦ - -- - -- A - _ _ _ — — _ I ARVIN—ED/SON 455 SF CO Alm _ — _ _ — —� _ __-__- _i__—_ _ _ �_�_ - _ - l ~ CANAL QROFESS/oN DEAN ,, C13 REGIS EREQ CI IL ENGINEER C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD �Q 1501 TRUXTUN AVENUE qTF CIU�L BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION Is 1 DERREL'S MINI STORAGE Q (f) 0 r ^ V �— J �z6 � � ( 900 LF 1 301 LF 4 Q � a a RADIUS: 1500' - -- - - -- - - - RC LENGTH: 112.25 27 00 28tOO 29 00 3000 31t 00 32 00 _ r �._. ---------------------- --------------------------------- --- -- -- = � ----------------- _______________________________STA 26+69.29 N 12.65 .----_---_ WEST OF CENTERLINE -- - (x/11/ - _ . .- - - - ------------- END CURVE WI B L E ROAD _ SCALE: 1 " = 30' -RIW ARVDISON CANAL � R/W i R W WA 339 SF 5 N 152 SF 5 PIZZA HUT P -- -- -- -- f ____ -- -- 5 152 SF 152 SF 5 2 ` D _ - _- ---- -_ - - - - -- - _ 338 LF 1 Fil J 7W_---_--/�-- _ _ -- - - - - - - - - ----------- �- 39 _tOVs'' - 7 z -- _ 4200 x F` 40+00 r -y- 00 WI B L E ROAD SCALE. • I" = 30' CL CONSTRUCTION NOTES: CONTRACTOR SHALL REMOVE CONFLICTING TRAFFIC DELINEATORS INDICA TED ON THE PLANS a CONTRACTOR SHALL REMOVE CONFLICTING W4-2 SIGN AND POST AS INDICA 7FD ON THE PLANS. M CONTRACTOR SHALL INSTALL 2009 MUTCD W4 -la SIGN ON A 7 -FOOT VERTICAL POLE AS INDICA7ED ON THE PLANS ® CON7RACTOR SHALL INSTALL 2009 MUTCD W73A (CA) SIGN ON A 7 -FOOT VERTICAL POLE AS INDICATED ON THE PLANS a CONTRACTOR SHALL INSTALL 2009 MUTCD R3-7 SIGN ON A 7 -FOOT VERTICAL POLE AS INDICA TED ON THE PLANS STRIPING NOTES: O CONTRACTOR SHALL INSTALL DETAIL 8 O2 CONTRACTOR SHALL INSTALL DETAIL 37B O3 CONTRACTOR SHALL INSTALL DETAIL 38 4O CONTRACTOR SHALL INSTALL DETAIL 39 O5 CON7RACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICA 7ED ON THE PLANS. CIT)' OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT STRIPING File Name.- Wib/e-St-Imprc Job No.: TOK208 Date: Aug. 26, 10 vement Lawn: JOE CATALAN Engineer.• JOE CATALAN Checked By. _)LIJ PLANS STREET IMPROVEMENTS ON W/BLE ROAD FROM ARVIN—EDISON CANAL NORTH 180 FEET RITE AID l71G SHEET NO. 5OF6 0 1 2 3 z Q J a Q O W O m 0 Li O J 0- 0 ^II a� I 00 O N Y O I- O 0 N rn O O N c� z ry UJ w '5z '. z Lu 04 R = 0.5" 2 0" R = 0.5' 1.5" R = 0.5" (15mm) (50mm) (15mm) (40mm) (15mm) 6.0" 24' (0.15m) (0 6m) 6.0" 24" 4o (IN - 0.15m) (0.6m) o R= 0.5 ©.N (15mm) .. .° d 4 - 4 °a 4 4 A 4 ° 4. °. TYPE "A " TYPE "B" R = 0.5" _ o ^ (15mm) 10' (0.25m) Radius 24 (0.6m) R = 0.5 R = 05 -� (15mm) (15mm) 0o , � -� `0 �oN 44 ° 4 o ° 4 co 12" (D.3m) 24' (0.6m) TYPE "C" IMWASS 1. All work shall conform to the applicable sections of the "Standard Specifications, State of California, Department of Transportation', approved current edition, and the following general notes: 2. Subgrade preparation for Type "A" "B'; and 'C" curbs and gutters shall be constructed true to grade and cross section with compaction of 909 to a depth of 6.0" (0.15m) below the subgrade. J. Concrete for curb and gutter shall be class "J' and shall be within 2.5' (65mm) to 5.5' (0.14m) slump. 4. limber forms shall be surfaced on the on the side placed next to the concrete and shall not be less than 1.5" (40mm) thick after being surfaced. 5. Top and face shall be troweled smooth, then given a final fine brush finish. 6. Where existing curb and gutters are to be replaced, new construction shall match existing construction unless otherwise directed by the City Engineer. 7. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 8. Concrete shall be cured with a white pigmented curing compound complying to section 90-7.018 of the standard specifications 9. Existing sections of curb and gutter shall be sawcut at the limits of the area to be reconstructed. *GU TIER *Gutter only allowed where approved by City Engineer 10. Weakened plane joints or cold joints shall be constructed at 15' (4.6m) intervals Expansion joints shall be at each side of structures and at ends of curb returns 11. Type "B" curb and gutter is required on all types of streets unless another is expressly permitted by the City Engineer. 12. Type "A' curb and gutter is permitted only where approved or required by the City Engineer. 1J. Type "C" curb may be permitted by the City Engineer only in Mobile Home Parks, and R -S -2.5A (Residential Suburban Two -And -One -Half Acre Minimum Lot Size) Zone. 14. Permit for curb and gutter construction shall accompany actual work. 15. When constructing new curb and gutter, the existing pavement shall be sawcut o minimum of 2.0' (0.6m) from the lip of the gutter or as directed by the City Engineer. CITY OF BAKERSFIELD, CALIFORNIA FILENAME: ST-1REV Romps and Driveway shall be constructed full width to the Right -of -Way line or 10' whichever is less. (See Section A -A and notes) *42' Max. / 25' Min. 3 * Upon approval of the City Engineer,' 1.0 Score Joint maximum driveway dimension may be �- at centerline of drive Expansion increased to 50' for M-1 and M-2 Joint uses where high vo.'ume of semitruck Expansion and trailer warrants. Joint See right 28' Max. with 8" curb Ramp84' Min For 8' Curb for dims J2' Max. with 6" curb 60' Min For 6' Curb Gutter PLAN R/W Line or 1' 10' Min. 10' Min. 9 ° �� **** 6.D" Min. 6.0' x 6.0" #10 x #10 EWWM **** To have a clearance of 2.0" 2 - sw Rebar Full �dth of Drive**** from bottom of concrete. NOTES SECTION A -A t All work shown shall conform to the applicable sections of the specifications entitled 'Standard Specifications, 7. Use of Type B drive approach is only allowed by permission of the City Engineer. State of California, Department of Transportation", approved current edition. 8. Permit for driveway construction shall accompany 2. Where driveway is to be constructed for a portion of actual works sidewalk width (Section A -A), sidewalk shall be removed 9. A minimum of 22' of full height curb shall separate on each side of driveway for romp construction. Subgrade driveways, except as noted on Traffic Standard T-20, or as preparation shall be constructed true to grade and cross approved by the City Engineer section, with compaction of 959 to a depth of 6.0" 10. No driveway construction is permitted in the street or J. Concrete for driveways shall be Class "2" and in olley retums shall be within 2.5" (65mm) and 4.5" slump, 6.0" (0.15m) thick and with light broom finish. 11. No portion of the driveway or ramp is to be on adjacent 4. Expansion joints shall be installed as shown. property frontage without prior approval of the City Engineer. 12. All driveway locations are subject to approval by the 5. A# existing concrete curb, gutter, and sidewalk City Engineer. shall be saw cut of a right angle to the flow line. 1J. Concrete shall contain no additives unless prior approval 6. Total maximum allowable driveway width shall not is obtained from the City Engineer. exceed 609 of commercial property frontage. Drive- way dimension as defined on plan shall be the basis , �v0 14. Concrete shall be cured with a white pigmented curing mplying to Section 90-701B of the cifications FILENAME: ST-4REV DESIGN STANDARDS File Name* Wib/e-St_lm rovement Drawn: JOE CATALAN PUBLIC WORKS DEPARTMENT Job No.: TOK208 Engineer: JOE CATALAN Date: Aug. 26, 10 Checked By. Jit Standard curb return radius Expansion shall be 20' (6.1m) min. Joint Weakened on local streets and 30' Plane Joint (9.1m) min. on all arterials and collectors or locals at Gutter intersections with arterials or collectors or as d/retced 15' (4.6m) Max. by the City Engineer. d between joints Curb & a Gutter 4 4 ° NO TES: ° 4 4 4 ° 4 44 ° .. 4 Q ° .44 ° 4°- ° Right -of- way 4 ° 41 4 a c6. " (0.15m) � 3 1.0' Min. (0. Jm) t Al/ work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Department of Transportation", approved current edition. 2. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 909 to a depth of 0.5' (0.15m). 3. Concrete shall be Class "2" and shall have a slump between 2.5" (65mm) and 5.5" (140mm).' The surface shall be finished to grade and cross section with o float, troweled smooth, and finished with a broom. 4. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5. Concrete shall be cured with a white pigmented curing compound complying to Section 90-7.018 of the Standard Specifications 6. Weakened Plane Joints shall be installed of 15' (4.6m) intervals and expansion joints at 60' (18.Jm) intervals Expansion joints shall be located each side of a structure and at the end of curb returns, 7. Expansion joint filler materia' shall consist of pre formed strips of a durable, resilient compound. Parkway Standard Sidewalk Variabie J.5' (1. lm) Min. 4.5' (1.4m) Min. 2.0' (0.6m) 69 Max. 29 -.0029 Min. 27. 4.0" (0. lm) * Actual dimension varys, J.0' (0.9m) minimum on al/ street types or as directed by the City Engineer. See Rec. & Parks Department for allowable trees. ** 4.5' (1.4m) Minimum on oll %cal streets 5.5' (1.7m) Minimum on all arterials, collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. 6.0' (1.6m) Minimum on meandering sidewalk. 8. Sidewalks shall be scored to a minimum depth of 0.125' (5mm) unless otherwise directed by the City Engineer. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those in place, or as approved by the City Engineer 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned joint. 11. A permit for sidewalk construction and reconstruction shall accompany actual work. 12. Any variance in finish, color, or material, from standard will require approval from the advisory agency. 1J. Transitions in sidewalk types must be approved by the City Engineer. FILENAME: ST-9REV STREET IMPROVEMENTS ON W/BLE ROAD FROM ARVIN-EDISON CANAL NORTH 180 FEET SHEET NO. 6 OF 6 0 1 2 3 gof ESS /pN\ DEAN REGISTERED ENG/NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD J'� �P 1501 TRUXTUN AVENUE C1V q t, I�-�p�� BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIPTION 1 / / 4 / / Standard curb return radius Expansion shall be 20' (6.1m) min. Joint Weakened on local streets and 30' Plane Joint (9.1m) min. on all arterials and collectors or locals at Gutter intersections with arterials or collectors or as d/retced 15' (4.6m) Max. by the City Engineer. d between joints Curb & a Gutter 4 4 ° NO TES: ° 4 4 4 ° 4 44 ° .. 4 Q ° .44 ° 4°- ° Right -of- way 4 ° 41 4 a c6. " (0.15m) � 3 1.0' Min. (0. Jm) t Al/ work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Department of Transportation", approved current edition. 2. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 909 to a depth of 0.5' (0.15m). 3. Concrete shall be Class "2" and shall have a slump between 2.5" (65mm) and 5.5" (140mm).' The surface shall be finished to grade and cross section with o float, troweled smooth, and finished with a broom. 4. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5. Concrete shall be cured with a white pigmented curing compound complying to Section 90-7.018 of the Standard Specifications 6. Weakened Plane Joints shall be installed of 15' (4.6m) intervals and expansion joints at 60' (18.Jm) intervals Expansion joints shall be located each side of a structure and at the end of curb returns, 7. Expansion joint filler materia' shall consist of pre formed strips of a durable, resilient compound. Parkway Standard Sidewalk Variabie J.5' (1. lm) Min. 4.5' (1.4m) Min. 2.0' (0.6m) 69 Max. 29 -.0029 Min. 27. 4.0" (0. lm) * Actual dimension varys, J.0' (0.9m) minimum on al/ street types or as directed by the City Engineer. See Rec. & Parks Department for allowable trees. ** 4.5' (1.4m) Minimum on oll %cal streets 5.5' (1.7m) Minimum on all arterials, collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. 6.0' (1.6m) Minimum on meandering sidewalk. 8. Sidewalks shall be scored to a minimum depth of 0.125' (5mm) unless otherwise directed by the City Engineer. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those in place, or as approved by the City Engineer 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned joint. 11. A permit for sidewalk construction and reconstruction shall accompany actual work. 12. Any variance in finish, color, or material, from standard will require approval from the advisory agency. 1J. Transitions in sidewalk types must be approved by the City Engineer. FILENAME: ST-9REV STREET IMPROVEMENTS ON W/BLE ROAD FROM ARVIN-EDISON CANAL NORTH 180 FEET SHEET NO. 6 OF 6 0 1 2 3