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HomeMy WebLinkAbout6.1-1679LIST OF DRA i1'INGS �� SHEET I TITLE SHEET SHEET 2 DETAILS SHEET J-4 SECTIONS SHEET 5-6 OSWELL STREET RECONSTRUCTION PLANS. CITY OO � : A ; � R = � I � LD eT- 0 2004 AS 0 OL v46o FEDERAL FUNDED SHEET 7 WHITE LANE RECONSTRUCTION PLANS RECONSTRUCT VAR /OUS STREETS SHEET 8 COFFEE ROAD ROSEDALE HWY TO F/K CANAL- RECONSTRUCTION PLANS SHEET 9 COFFEE ROAD STOCKDALE HWY TO A/E CANAL RECONSTRUCTION PLANS SHEET 10 -13 OSWELL STREET TRAFFIC CONTROL PHASING PLANS OSWELL STREET - C /TY L /M /T TO COLUMBUS STRE, SHEET 14 -15 WHITE LANE TRAFFIC CONTROL PHASING PLANS SHEET 16-17 COFFEE ROAD ROSEDALE TO F/K CANAL TRAFFIC CONTROL PHASING PLANS WH /TE LANE ASHE ROAD TO W /LSON ROAD SHEET 18-19 COFFEE ROAD STOCKDALE TO A/E CANAL TRAFFIC CONTROL PHASING PLANS COFFEE ROAD — STOCKDALE HWY TD ASE c.c►ivai CITY STANDARDS ST-1, ST-2, ST-91 ST -72, ST -74, ST -21, T -19 STATE STANDARDS A20A, A20B, A20C., A20D., A24A, A24C, A240, A24E A87 RSP A88A 9-29 2004, RSP A88B 9-29. 2004 ES-5D., ES-5A., ES-5B CONVENTIONAL SYMBOLS - - EASEMENT -- RIGHT —OF —WAY CENTERLINE RAILROAD TRACKS CHAIN LINK F COFFEE ROAD - ROSEDALE HWY TO F/K CANAL FEDERAL PROJECT NUMBER: STPL 509 (093) EXIST CURB &GUTTER ---- ---- - - - - - -- EXIST A.C. FLOWLINE - '�' - - -1� - -- '� =- EXIST EDGE OF PAVEMENT n n a n GUARD RAIL IMPRO l/EMENTS UTILITY SYMBOLS W EXIST vmm� WATER LINE G EXIST GAS LINE OH EXIST AERIAL LINES W.M. ry EXIST UNDERGROUND TV CABLES ❑ FO FIBER OPTlC s EXIST SEWER LINE SD EXIST STORM DRAIN E EXIST UNDERGROUND POWER LINE T EXIST UNDERGROUND PHONE LINE FIRE HYDRANT WATER METER WATER VALVE GAS METER GAS VAL 1/E BENCHMARK AUTO SCOPE PRE—EMPTION DEVICE M.H. MANHOLE F. H. 0 P.P. COFFEE W.M. �- POWER POLE ❑ WHI 7E ROAD EXISTING MONUMENT W.V. FUTURE MONUMENT G .M w S.L. EST QTY'S G.V. cy �f STREET LIGHT �Q 7 332 37.,392 STREET LIGHT W/MAST ARM LF 11..943 C.O. CLEAN OUT 6, 940 'A STRIPING (DETAIL 9) LF FIRE HYDRANT WATER METER WATER VALVE GAS METER GAS VAL 1/E BENCHMARK AUTO SCOPE PRE—EMPTION DEVICE FINAL PAY QUANTITIES HAGEMAN RD. 7.7 MILES 0 (� COFFEE COFFEE DESCRIPTION UNIT OSWELL WHI 7E ROAD ROAD TO TA L S 7REE T LANE w ROSEDALE EST QTY'S p cy "°` 5o571 COLUMBUS ST 7 332 37.,392 STRIPING (DETAIL 8) LF 11..943 6,015- 6., 371 6, 940 'A STRIPING (DETAIL 9) LF — — STRIPING (DETAIL 10) LF STRIPING (DETAIL 12) LF — — STRIPING (DETAIL 21) _34th BERNARD S 16 37 STRIPING -(DETAIL 22) LF — — DATE STRIPING (DETAIL 24) LF APPROVAL RECOMMENDED BY.- OSEDAILE A, HWY. LF �- STRIPING (DETAIL 28) LF S. NT PUBLIC WORKS DIRECTOR bATE HWY 58 —7 STRIPING (DETAIL 29) 24th ST 25 7L 146 —z4t!5 (v 25 CO GE AVE. — 4 — STRIPING (DETAIL 32) LF — J/,/� — STRIPING (DETAIL 38) LF 1,862 952 731 TRH 4, 749 AVE, LF 840 NILES ST 392 240 1,572 STRIPING (DETAIL 39) LF 12 29J16 2, 2.86J 7 866 STRIPING (DETAIL 39A) LF — — — — STRIPING (DETAIL 40) LF 249 — 447 97 793 PA VEMEN T MARKINGS (WHITE) SF 2.725 .9470 1.9426 908 6,529 CALIFO NIA AVE. z — — — FIRE HYDRANT MARKER EA 11 73 24 16 z E-4 z STOCKDALE HWY E-4 w B AGE LANE ° lee- Ao� 0 z 41 0 MING 04 E­4 c AVENUE WON AD z WATTS DR —Now PLAN Z ROAD z WIiI LANE WHITE (LANE Now FINAL PAY QUANTITIES 7.7 MILES (� COFFEE COFFEE DESCRIPTION UNIT OSWELL WHI 7E ROAD ROAD TO TA L S 7REE T LANE STOCKDALE ROSEDALE EST QTY'S ROADWAY EXCA VA PON cy 11, 739 5o571 6,750 7 332 37.,392 STRIPING (DETAIL 8) LF 11..943 6,015- 6., 371 6, 940 J1,269 STRIPING (DETAIL 9) LF — — STRIPING (DETAIL 10) LF STRIPING (DETAIL 12) LF — — STRIPING (DETAIL 21) LF 8 16 37 STRIPING -(DETAIL 22) LF — — DATE STRIPING (DETAIL 24) LF APPROVAL RECOMMENDED BY.- STRIPING (DETAIL 27B) LF �- STRIPING (DETAIL 28) LF S. NT PUBLIC WORKS DIRECTOR bATE —7 STRIPING (DETAIL 29) LF 25 7L 146 —z4t!5 (v 25 STRIPING (DETAIL 31) LF — 4 — STRIPING (DETAIL 32) LF — J/,/� — STRIPING (DETAIL 38) LF 1,862 952 731 1*204 4, 749 STRIPING (DETAIL 38A) LF 840 100 392 240 1,572 STRIPING (DETAIL 39) LF 12 29J16 2, 2.86J 7 866 STRIPING (DETAIL 39A) LF — — — — STRIPING (DETAIL 40) LF 249 — 447 97 793 PA VEMEN T MARKINGS (WHITE) SF 2.725 .9470 1.9426 908 6,529 PA VEMEN T MARKINGS (YELLOW) SF — — — — FIRE HYDRANT MARKER EA 11 73 24 16 64 Job No.: T51(164 -ile Path: K:\LDD—ENGINEERING\T5Kl64—RECONSTRUCT\DWG\ File Name: T5K164—OSWL—RECON—BRNRD-2—CLMBS—R3.DWG File Name: T5K1 4—WHITE—LN—RECON—Y&SN-2—ASHE.DWG File Name: T5K164—CFFEE—RD—RECON—STKDL-2—AE—CNL.DWG 'ile Name: T5K164—CFFEE—,RD—RECON—RSDL-2—FRNT—CNL.DWG STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST-POSSESS THE FOLLOWING VALID LICENSES.• CI.�4SS 44 NOTE. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR.- SERVICE 1-800-642-2444., 48 HOURS PRIOR TO EXCA VA TION. PRO ECT LE q?,ofESS/0W DEAN 14c rn C 46803 x * Exp. 6-30-07 �sl�9TF C/vl\, 0F F A �' \%V�v 7.7 MILES (� 0 4j APPROVED BY.- �J ooeo�_l PUBLIC WORKS DIRECTOR DATE APPROVAL RECOMMENDED BY.- �- 211 7 � S. NT PUBLIC WORKS DIRECTOR bATE —7 V. 7L 146 —z4t!5 (v CIVIL ENGINEER IV DE IGN ENGINEERING DATE 4 J/,/� II _) EXISTING Ai C. PAVING I" 7-112 N (SEE DETAIL "C" SHEET 4) N�. OTE CONCRETE HARDSCAPE SHALL MATCH COLOR AND TEXTURE OF SURROUNDING STAMPED CONCRETE MEDIAN ISLANDS � OF STREET AND � OF CONSTRUCTION CONSTRUCT TYPE "M'" MEDIAN CURB (SEE DETAIL THIS SHEET) ", EXISTING AGG. BASE SA WCUT EXISTING A. Ci PA VEMENT. EXCA VA TE EXISTING A. C. PA VEMEN T AND AGG. BASE TO A DEPTH OF 2.00' BELOW EXI STING GRADE. THEN BACKFILL WITH CLEAN FILL DIRT TO 2» BELOW MEDIAN HARDSCAPE AND COMPACT TO 857' RELA TI VE DENSI T DETA IL A Nor TO SCALE CONTRACTOR SHALL REMAIN 2" (INCHES) MINIMUM FROM THE EXISTING MEDIAN CURB DURING THE EXCA VA TION PROCESS. AS BUILT PLANS INDICATE TYPE "M -1 " AND /OR TYPE "M -2" MEDIAN CURB. THEREFORE; THE CONTRACTOR SHALL REMOVE THE REMAINING ASPHALT CONCRETE FROM THE FACE OF THE CURB TO THE DEPTH NEEDED FOR THE 0.20' TYPE "A " ASPHAL T CONCRETE 0VERLA Y WITHOUT DISTURBING THE MEDIAN CURB. ANY MEDIAN CURB THA T IS DAMAGED OR DISPLACED DURING THE EXCA VA TION PROCESS SHALL BE RECONSTRUCTED BY THE CONTRACTOR AT THE CON TRACTOR'S EXPENSE. EXISTING MEDIAN CURB EXISTING A. C. PA VINE NEW FINISH TOP OF MEDIAN CURB - GRADE T a825 s I L a 625' 5E I I I 0 W EXISTING AGG, BASE ETAIL I q ac NO T TO SCALE w 0 6" PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B --102 6 �.,.., FIRE HYDRANT !� r o 1 MARKER PER LANE. TRAFFIC FLOW ■ r `t 7RAFFlC FLOW Y z 1 r W l► I �� z W F /RE HYDRANT C) MARKER LOCAT /ONS J Nor TO SCALE Y CITY OF BAKERSFIELD, CALIFORNIA 9" ¢ P. G. L. 4-A. a A - • - - i v - 4 -_ 4' . TOP OF PA VEMENT GRADE TYPE "M" MEDIA N CURB Nor TO SCALE Nor TO SCALE BIKE LANE WIDTHS- UNLESS NO TED OTHERWISE. 5 WDE AT CURB AND GUTTER " 4 AT CURB ONLY BEGIN DETAIL 39 AT ECR s}" W/ PA VEMENT MARKING u�a :'+PrmaNwsHi MYaa�1NN.o SeF�redavwnr9xa�e�a[4� aYaRiE�od.KYri6clY)i9[p>1+a.� .emeSaavvacm� +�rvi4r� i END DETAIL 39 AT BCR WHEN DETAIL • 39A IS NOT SHO*N ON PLAN . iY]tv.MS�tisrNWCiRAMa.YaY: l+ne8rn[2:hWga': tiA�N�ib'�d+ iaCR frYw�..IeWNiML'mnsnr! C»r:WxV,eWlnfiiYin .'2Ue�4amP.3u' �'swiW` .v�6i � • END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SH06IV ON PLAN, OMIT DETAIL 39A WHEN NOT SHOW ON PLAN 200. TYPICAL TERMINATION OF LANE S TRIPING- A IN- SEC ''0 W-1 0 STOP R NO T TO SCALE Q?.pFESS /pNq DEAN REGISTERED Cl V E GINEER � C 46803 � *. Exp. 6-30-07 Cl TY OF BAKERSFIELD 9501 TRUXTUN AVENUE '9TF CAVIL BAKERSFIELD, CA 9330) OF CALIF REVISIONS No. DA lE DESCRIPTION 1 /I 3 4 TERMINA TE CENTERLINE OR CENTER LANE' LINES AND NEAR SIDE' LANs LINES A/ MID --ARC POINTS OF THE CURB RETUR i Wiz. �k�., � 1-+v S�D„x� swnsf: }'x'cYa�'+rc+t�sYisn[esA aCYtMrIN.sRXVO1tta : zvma:aa: �� i ♦ • i • i It 4� 'nxF+wY+ ✓�MS.:mvanLW 'WC: wy .-. :n. � fGnv.KSV�+ i • • x�u+.YLVVKe�NA+r.�YV::6aKtl rYe4N.�xF�wYMY'YMVt*65�� wYn;a:.t'RUKf4.vWYUi�:4`:c aF .YaH1:'iti'a1aSR.AraKKruYS�v'. Sw.�MtMicW�4Mav+�.YaR:S� v.:u.'ttxoAWCdial':aN'x%PVd! +naNnvH+MKUYmv+aFF:�eYS. i• a24' i:<Ir+ ^a�.. <NgseM".r+J.G a'e'rCma¢tinnaw!nx+grxObHwEPar. s.YN:� A2Yk+?Ntly'i.'NViaYw»: Kstt�PU6eirr+4 ..m+YCa q�tT:.wsfe.Xia:cats .�_nil�"�_�.Aypp.��aKR: all- iitM4 .Ypa.9¢6�ta�R9AMYAA49Y.lh -- axwCkH�aCaF .nYr_W.WS;rFVYVinyal4a!r0.4T'.xr GW�NB1R0.aYi46nW .W:Mr.�'Ow- PAirWY!arixeiFW .x .. evttl> hna55/ h+ ctE�+ s- rer3YNlrN' ¢:IWCaYK.n;stYKVarw!'�.YN26avn q ^.�NAm!:afx ' K4RkS9saMUYC `sRMVY+>.A:6�aaw.!�a %�ai!M • HH__ TERMINA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS PROJECT LIMIT Rlw_ - TAPER— SEE PLAN FOR DISTANCE PROJECT LIMIT STREET IN ECT /ON wl OLD PLANING (SEE PLANS FOR LOCATIONS) NOT TD SCALE Fie Abm# 7X164- C1W-Rd- Rein- S&al'- 2- AF -0d Drawn: S L014�F L. SUN PUBLIC WORKS DEPARTMENT Job No.: T5K164 Engineer: N. FIDLER Date: 01/25/06 lWedByr N. FKILER, A. RAMMING w w w w 0 w 2' 1.75' 2.5' 2.5' PAVEMENT MARKING (WHITE) PAVEMENT MARKINGS (*H/7E) PER STANDARD PLAN A24D ' `DETAIL 39 BIKE LANE PAVEMENT MARKI NG ETAIL NOT TO SCALE 211t004---2005 FEDERAL FUNDED RECONSTRUCT VARIOUS STREETS SHEET N0. DETAIL SHEET A. 1 2 OF 79 0 1 2 S� 3 w O �V II w w !r. v 2 I a I O 4 W v I e O CJ oC I C� I A 3 .S TREE T AND OF CONSTRUCTION A. C. i SEE STREET PLANS FOR PA 14NG LIMI TS OS WELL ROAD CROSS SECT /ON S TA. 6+61.53 TO S TA, 40+ 76.89 CENTERLINE OF WHI TE LANE AND CENTERLINE OF CONSTRUCTION - 7'LTtoS'RT am 14' to 2' EXISTING MEDIAN ISLAND 0.625' SEE DETAIL "B" SHEET 2 C 3 5" L T to 7' RT STA. 12+61 to STA. 14+88 -- 12 to 14" STA. 16.50 to STA. 19+ 46 -- 10' to 14' `EXISTING GROUND 0.20 TYPE A ASPHAL T 0.825 �....�...r,. r� a = COLD PLANE NFW FINISH GRADE `D. 56'± 0000p_ 1-1111, 10' to 14' E.B. LEFT TURN LANE SECT /ON STA. 12 +61 TO STA. 14 +88 NOT 70 SCALE STA. 16 +50 70 STA. 19 +46 CITY OF BA CALIFORNIA Nor TO SCA L E CENTERLINE OF WHITE LANE AND CENTERLINE OF CONSTRUCTION 7'LTto5'RT 14' to 2' 12' to 14' � EXISTING MEDIAN ISLAND EXISTING GROUND - T SIR- . 0' TYPE "A » SPHAL T 02 AL9 PLANE = $ z • 0.625' NEW f INI H GRADE � � � 0.825 7. ------ ............. SEE DETAIL "B" SHEET 2 12' to 14' D 3 W.B. LEFT TURN LANE SECT /ON STA. 14 +91 TO STAO 16 +88 NOT TO SCALE STA. 19 +40 TO STA. 22 +01 CENTERLINE OF WH1 TE LANE AND CENTERLINE OF CONSTRUCTION EXIS TING CURB AND GUTTER -- 0.20' TYPE "A" ASPHALT —' 0. SO s » �r TYPE B ASPHAL T EXCA VA TION DEPTH VARIES ` FROM 1.00 to 1.52' :...... • a 0.625' -I I 1EE1 I E a SEE DETAIL "B" SHEET 2�- c,C l NO THIS ROAD WAY SECTION APPLIES WITHIN THE LIMITS INDICATED BELOW, EXCEPTING THE LEFT TURN LANES. SEE SECTIONS 3 and M3 FOR LEFT TURN LANE DETAILS A`�- -- EXCAVA TIDN DEPTH VARIES FROM 1. CC to 1.42 , -f 0.20' TYPE "A " ASPHAL T . 0:0' T YPE "B" ASPHAL T • 0.625' s � s • • • • SEE DETAIL "B" SHEET 2 WH- ITE LANE B ROADW-AYSECTION 3 STA. 10 +41 TO STA. 25 +40 NOT TO SCALE ,) E 3 2 STREET AND OF CONSTRUCTION 45'-- 62' VARIES BY L OCA TION 1.0 LIMI TS OF EXCA VA TION (TYP) 0.80' TYPE "B" A.C. -y- fk Now TN164- f.Fm- R�R=7- Stkd-2- 9-0yl Drawn: S LOW, L. SUN PUBLIC WORKS DEPARTMENT Job No.: T5K164 En ineer. N. FIDLER Date: 07125106 0aaked By. N. F/QLER, A. RAMMING imp r QROF ESS i p� c� Q tip, REGISTERED' CIVIL,-fIA31NEER C 46803 rmn * Exp. 6-30-07 Cl TY OF BAKERSFIELD 7 507 TRUX TUN AVENUE q�F cl\( GAL�F�� BAKERSFIELD, CA 93301 REVISIONS No. DATE DESCRIPTION 1 l/ 2 1 / S3 471 45'-- 62' VARIES BY L OCA TION 2 0.20' TYPE "A A. C. O VERLA Y TYPE ''B " A. C. 0.80* --� SEE STREET PLAINS FOR PA VING LIMITS EXISTING CURB & GUTTER (TYP) FL COFFEE ROAD FROM ROSEDA E HIGHW AY TO FR /ANT -KERN CANAL CROSS SECT /ON STA. 10+8J TO STA.- 29+20.12 NOT TO SCA L E 0SWELL STREET FROM THE CITY LIMITS TO COLUMBUS STREET WHITE LANE FROM, ASHEz ROAD TO WILSON ROAD COFFEE ROAD FROM ROSEDALE HIGHWA Y TO THE FR/ANT —KERN CANAL - now- Now" 2004 -2005 FEDERAL FUNDED RECONSTRUCT VARIOUS STREETS SHEET N0. (SECTIONS) go" I� 3 OF 19 0 1 2 3 J;:_-- A. EXCA VA TI ON DEPTH VARIES FROM 1.00' to 1.67'1 0.20' TYPE "A " ASPHAL T — 0.80' TYPE »B" ASPHAL T I ' El I F; EXCAVATION DEPTH VARIES FROM 1.00' to 1.82'f 0.20' TYPE "A" ASPHALT D TYPE OB" ASPHALT Oman now" �' CO'FFEE Rt?AD 0 N �� A RQA D WA Y SEG T /t�N STA. 90 +73 TO STA. 11+50± NOT TO SCALE w 4 J V CEN TERLINE OF COFFEE ROAD AND CENTERLINE OF CONS 7RUCTTON k 1 0 IF Li "'101111 r—1 Z 0' to 7' v 2' to 0' 517 N EX /STING GROUND �.I .... EX /S77N6 MEDIAN ISLAND J 1RAl t 7' CONSTRUCT TYPE V` MEDIAN CURB FROM STA, 22138, 45 TO STA. 23 +29.61 CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCT/ON 75' to 55' _ 55' 38'1 a Li � 7' o t 17' 0 0 z EXISTlN6 CURB EXlS17NG MEDIAN ISLAND- AND GUTTER NEW FINISH GRADE 5V�'e�t� CONSTRUCT TYPE "Y-110 MEDIAN CURB FROM STA. 23129.61 TO STA. 2J+75.04 EXISTING GROUND - NEW FINISH GRADE— Q 0 �i 24' to 14' 1 381!± NOTE : 714IS ROAD WAY SECTION APPLIES WI THIN THE LIMITS INDICA TED BELOW, EXCEP TING THE LEFT TURN LANES. SEE SECTIONS 1 4 4 ' 4 and , FOR LEFT TURN LANE DETAILS. �C p $Y � V � � • � ; aaweorc�.' � aftW ZCSw pppQ @, EXCA VA TION DEPTH VARIES EXCA VA TIDN DEPTH VARIES FROM 1.00'. to 1.55'1 FROM 1.00' to 1.56'1 " 0.20 TYPE A ASPHALT 0.20' TYPE "A" ASPHALT 0.80' TYPE "B" ASPHALT 0.80' TYPE "B" ASPHALT �- b s MA , 00000 • -y • 0. 25 0.625 SEE DETAIL "B" SHEET 2 --� COFFEE Rd r ROADWAY SECT /ON STA. 11+50-±- 70 END OF CONSTRUCT /ON CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCTION 14' to 2' 7'RTto2'LT CONSTRUCT TYPE "Y" MEDIAN CURB FROM STA. 22186.83 TO STA. 23+29.61 CONSTRUCT TYPE "M-1" MEDIAN CURB FROM STA. 23+29.61 TO STA. 2J+75.04 r-- NEW FINISH GRADE SEE DETAIL "A" SHEET 2 SEE DETAIL "D" THIS SWEET SEE DETAIL "B" SWEET 2 N07 70 SCALE 12' to 14' REMOVE EXISTING MEDIAN CURB AND HARDSCAPE 7' FROM STA. 23+61.08 TO STA. 25110.04 (SEE CONSTRUCTION NOTE 5 ON SHEET 9 OF 199 --. CONSTRUCT TYPE "M-1" MEDIAN CURB FROM STA. 2J+76.04 TO STA, 25+10.04 CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCTION MEDIAN FLOINES ---- -� 24' to 2' 0' to 7' EXISTING MEDIAN ISLAND - - 7' to 0' STA. 14+12 to STA. 17+14 -- 10' STA, 19-50 to STA. 21+66 — 12' to 14' EXISTING GROUND 1=1 .Y vrvgw»as+�e � Y . s' awaazoc'wRa. 7I 0.20 TYPE "A" ASPHAL T ■ . • ... 40 NLk FINISH GRADE F X •Ifs � - 0.625' . = 0.825" `°'LD PLANE to C LANE SECT /ON 4 S TA, 14 +12 TO STA. 17 +14 NOT TO SCALE S TA. 19 +50 TO STA. 21166 CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCTION 6' to 3' EXISTING GROUND ffBB �°vWAoRAWM�c � 0.20 TYPE "A *'/A SPHA L T SEE DETAIL B SH - 0.625 GOLD PLANE NEW F1N1H GRADE _ . - . . ' - _ _ - - - 0.825 . . - -. -_ _ .. • '' . . - - - - - - - - -- - - - - -- • • V. 60 .t - - - - • �a 12 to 14' S. B. LEFT TURN MEDIAN SECT /ON � F� oil SECT /ON STA, 22 +38.45 TO STA. 23 +75.04 N07 70 SCALE A �,;41 70 STA. 25 +10.04 KENTUCKY BLUE GRASS @ 10 lb /1,000 SF UNHULLED BERMUDA I R T GAT 110 1\1 SCHEDULE SYMBOL SIZE mlommommeam—Nn - MANUFACTURE MODEL Itito. P.S.I. r � I _ - RAINBIRD 1$04 -15SAM FPS 30 V.A.N. RAINBIRD 1804 -15SAM FPS 30 Tp\-RTcpL 1101\1 NS 1 AS— BUILTS INDICATE THE EXISTING IRRIGATION Ap / / i d AT 30 P.S.I. 2 ALL LANDSCAPING AND IRRIGATION MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY of Jp BAKERSFIELD LANDSCAPING AND IRRIGATION STANDARDS AND AS DIRECTED BY THE CITY ENGINEER. 3 THE IRRIGATION SYSTEM SHOWN IN DETAIL "C" IS DIAGRAMNIATIC ONLY. CONTRACTOR SHALL INSTALL ALL COMPONENTS IN THE TURF AREA NEAREST THE POINT SHOWN IN DETAIL "C ". 4 ALL SPRINKLERS SHALL BE ADJUSTED FOR REQUIRED HEAD TO HEAD COVERAGE WITH MINIMUM OVERSPRAY. CONTRACTOR SHALL INSTALL ALL COMPONENTS IN THE TURF AREA, NEAREST THE POINT SHOWN ON THE PLANS, CITY ENGINEER SHALL HAVE FINAL APPROVAL. 5 CONTRACTOR SHALL NOTIFY THE CITY of BAKERSFIELD REGARDING ANY CHANGES IN THE IRRIGATION MATERIALS, A MINIMUM OF 48 HOURS PRIOR TO THEIR INSTALLATION. S TA 17+95 TO STA. 20+28 NOT T• SCALE - 00000000i, 7' CONSTRUCT TYPE V` MEDIAN CURB FROM STA, 22138, 45 TO STA. 23 +29.61 CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCT/ON 75' to 55' _ 55' 38'1 a Li � 7' o t 17' 0 0 z EXISTlN6 CURB EXlS17NG MEDIAN ISLAND- AND GUTTER NEW FINISH GRADE 5V�'e�t� CONSTRUCT TYPE "Y-110 MEDIAN CURB FROM STA. 23129.61 TO STA. 2J+75.04 EXISTING GROUND - NEW FINISH GRADE— Q 0 �i 24' to 14' 1 381!± NOTE : 714IS ROAD WAY SECTION APPLIES WI THIN THE LIMITS INDICA TED BELOW, EXCEP TING THE LEFT TURN LANES. SEE SECTIONS 1 4 4 ' 4 and , FOR LEFT TURN LANE DETAILS. �C p $Y � V � � • � ; aaweorc�.' � aftW ZCSw pppQ @, EXCA VA TION DEPTH VARIES EXCA VA TIDN DEPTH VARIES FROM 1.00'. to 1.55'1 FROM 1.00' to 1.56'1 " 0.20 TYPE A ASPHALT 0.20' TYPE "A" ASPHALT 0.80' TYPE "B" ASPHALT 0.80' TYPE "B" ASPHALT �- b s MA , 00000 • -y • 0. 25 0.625 SEE DETAIL "B" SHEET 2 --� COFFEE Rd r ROADWAY SECT /ON STA. 11+50-±- 70 END OF CONSTRUCT /ON CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCTION 14' to 2' 7'RTto2'LT CONSTRUCT TYPE "Y" MEDIAN CURB FROM STA. 22186.83 TO STA. 23+29.61 CONSTRUCT TYPE "M-1" MEDIAN CURB FROM STA. 23+29.61 TO STA. 2J+75.04 r-- NEW FINISH GRADE SEE DETAIL "A" SHEET 2 SEE DETAIL "D" THIS SWEET SEE DETAIL "B" SWEET 2 N07 70 SCALE 12' to 14' REMOVE EXISTING MEDIAN CURB AND HARDSCAPE 7' FROM STA. 23+61.08 TO STA. 25110.04 (SEE CONSTRUCTION NOTE 5 ON SHEET 9 OF 199 --. CONSTRUCT TYPE "M-1" MEDIAN CURB FROM STA. 2J+76.04 TO STA, 25+10.04 CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCTION MEDIAN FLOINES ---- -� 24' to 2' 0' to 7' EXISTING MEDIAN ISLAND - - 7' to 0' STA. 14+12 to STA. 17+14 -- 10' STA, 19-50 to STA. 21+66 — 12' to 14' EXISTING GROUND 1=1 .Y vrvgw»as+�e � Y . s' awaazoc'wRa. 7I 0.20 TYPE "A" ASPHAL T ■ . • ... 40 NLk FINISH GRADE F X •Ifs � - 0.625' . = 0.825" `°'LD PLANE to C LANE SECT /ON 4 S TA, 14 +12 TO STA. 17 +14 NOT TO SCALE S TA. 19 +50 TO STA. 21166 CENTERLINE OF COFFEE ROAD AND CENTERLINE OF CONSTRUCTION 6' to 3' EXISTING GROUND ffBB �°vWAoRAWM�c � 0.20 TYPE "A *'/A SPHA L T SEE DETAIL B SH - 0.625 GOLD PLANE NEW F1N1H GRADE _ . - . . ' - _ _ - - - 0.825 . . - -. -_ _ .. • '' . . - - - - - - - - -- - - - - -- • • V. 60 .t - - - - • �a 12 to 14' S. B. LEFT TURN MEDIAN SECT /ON � F� LANE SECT /ON STA, 22 +38.45 TO STA. 23 +75.04 N07 70 SCALE A STA. 23 +61.08 70 STA. 25 +10.04 CITY OF BAKERSFIELD, CALIFORNIA fie Drawn: S tOf1E, L. SUN PUBLIC WORKS DEPARTMENT Job No.: T5K164 En ineer: N. FIOLER Dote: 41125106 lhaater/ Br N. FIDLER, A. RAMMING NO T TO SCALE WON QRpFESS DEAN �Q� w Q R EG STERED CIVIL NEER rn � C 46803 � * Exp. 6- -30 -07 CITY OF BAKERSFIELD J'� 9509 TRUXTUN AVENUE C/V1�- BAKERSFIELD., CA 33301 REVISIONS No. DATE DESCRIPTION 2 3 4 / / LANDS C 2)L P SCHEDULE TURF AS— BUILTS INDICATE EXISTING TURF AS: HYDROSEED MIX 1/3 EA EQ CREEPING RED FESCUE KENTUCKY BLUE GRASS @ 10 lb /1,000 SF UNHULLED BERMUDA I R T GAT 110 1\1 SCHEDULE SYMBOL SIZE mlommommeam—Nn - MANUFACTURE MODEL Itito. P.S.I. 1/2 RAINBIRD 1$04 -15SAM FPS 30 V.A.N. RAINBIRD 1804 -15SAM FPS 30 Tp\-RTcpL 1101\1 NS 1 AS— BUILTS INDICATE THE EXISTING IRRIGATION SYSTEM IS DESIGNED FOR PERFORMANCE AT 30 P.S.I. 2 ALL LANDSCAPING AND IRRIGATION MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY of BAKERSFIELD LANDSCAPING AND IRRIGATION STANDARDS AND AS DIRECTED BY THE CITY ENGINEER. 3 THE IRRIGATION SYSTEM SHOWN IN DETAIL "C" IS DIAGRAMNIATIC ONLY. CONTRACTOR SHALL INSTALL ALL COMPONENTS IN THE TURF AREA NEAREST THE POINT SHOWN IN DETAIL "C ". 4 ALL SPRINKLERS SHALL BE ADJUSTED FOR REQUIRED HEAD TO HEAD COVERAGE WITH MINIMUM OVERSPRAY. CONTRACTOR SHALL INSTALL ALL COMPONENTS IN THE TURF AREA, NEAREST THE POINT SHOWN ON THE PLANS, CITY ENGINEER SHALL HAVE FINAL APPROVAL. 5 CONTRACTOR SHALL NOTIFY THE CITY of BAKERSFIELD REGARDING ANY CHANGES IN THE IRRIGATION MATERIALS, A MINIMUM OF 48 HOURS PRIOR TO THEIR INSTALLATION. EXISTING TURF AND LANDSCAPING �--- EXIS 1 TNG MEDIAN HARDSCAPE 3/4X CONTRACTOR SHALL REMOVE EXISTING MEDIAN CURB AND SA..ev , Int- ultily uv� HARDSCAPE WITHIN THE LM TS INDICA TED. MA TCH NEW MEDIAN CURB AND HARDSCAPE W TH EXISTING. IL C CONTRACTOR SHALL — ADJUST 511 MONUMENT CONTRACTOR SHALL CONSTRUCT MEDIAN CURB AND HARDSCAPE CONTRACTOR SHALL MODIFY IRRIGATION AND INSTALL LANDSCAPING N07 70 SCALE 2004 -2005 FEDERAL FUNDED RECONSTRUCT VARIOUS STREETS COFFEE ROAD FROM STOCKDALE HIGHWAY TO ARWN---EDISON CANAL (SECTIONS) 0 rR � SHEET NO. 40F19 2 3 w w • W 0 i o© I �1 m I O v W Q er. W f �4 W V.J C� W I ,p �1 J 20 X SCALE: 7 " =40' I MIPING O ir S r 1 INSTALL Irr •rrYllrr•ir•rlrlrrrrrYrr rrrrrrrrra 1•Irlrril l•Irrgrl Ilrr�l� 1** NODE STOP BAR AND CROSS WALK STRIPING. (YELLOW) 2 INSTALL 1** WDE STOP BAR AND CROSS WALK STRIPING, W H1 TE 3 INSTALL DETAIL 38A 4 INSTALL TYPE W1 ARROWS 5 INSTALL "BIKE LANE" AND ARROW MARKINGS. SEE DETAIL ON SHEET 3 8 INS TALL DETAIL 8 7 INSTALL DETAIL 21 8 INSTALL DETAIL 28 8 9 INSTALL DETAIL 31 1 @INSTALL DETAIL 38 GINSTALL PADS AFFECTED BY RECOAIS7RUC110N SHALL DETAIL 39 0 INST12 ALL DETAIL 40 13 INSTALL PAVEMENT MARKING (YELLOW) 14 INSTALL PA YEMEN T MARKING (WHI TE) 15 REFRESH PAINT ON BRIDGE DECK OVER SR 178. 20 X SCALE: 7 " =40' 05LF O5LF 14 5LF O2 74L 05LF 2� 40LF --� BENCHMARK mmm�� MONUMENT AT THE INTERSECTION OF OSWELL STREET AND BERNARD STREET. ELEI/A 110N = 683.44 jw C;ENEITAL NOTES m irrnr�rr i�•••r.�ri�r•rr+�rir� i r•rrrrrrr�i - ' • r��r.r� 1 ALL UNUSED, SAL VAGED MA 7ERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT 12 A T M7: VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELI VERY A T (661) 326 - -3152. 2 ALL U77LI TY LOCA 77ONS 5H00N ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 770N SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA 77NG U77LI77ES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED JUL Y 2002. 4 ALL MILLED MA 7ER1AL SHALL BE DELIVERED, B Y THE CONTRACTOR, TO THE WATTS FA CILI T Y A T WA TTS ROAD AND COTTONWOOD ROAD. CONTACT MIKE CONNORS AT (661) 326 --3111 AND VERIFY DELIVERY LBCA TION AMD TIME. LEGEND N '�q RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. r►nA10MI1 "n/Ul f%rAl=13 I /AIL" SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP INSTALL 6' x 6' TYPE "B" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 49 -Ho ADJUST. MANHOLE FRAME AND COVER PER C.O.B. DRAWING S -7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS +1 INSTALL TYPE IV ARROW 10 161LF QRpFESS cri m RE /STEREO CIV( EN INFER � C 46803 * Exp. 6-30-07 yk Cl TY OF BAKERSFIELD C� 1501 TRUXTUN AVENUE 9TF v��' BAKERSFIELD, CA 93301 OF CALF REV /SIGNS No. DATE DESCRIPTION 271 / / 371 / / 471 / / 6 416LF 6 418LF V fi 282LF - fi F.H. 472LF � � - �l .� ' . V. il•�16vWwaY9ya>oanx wwA•twee IDYpeMFwi fap • V. r • Y 5 'A,�, L� X4`4. , �p h ",[. '4., t, Yi'h • � 'L.. .� � O � y~` "a. <Z,k 3S' •"tt •fah. __ °G, � '� q, 3 6, � ��, i y +_ d `6. ,4_ � D q" 'a{`:. `t U, Ya. {' ik u �L. ' ''4a '•s 'A. 6. c •'• `" a v, .. 44 y'e�` '& -0i icy . 'iS b Zi S -r, e' S. 'ie 37 s, " '�mwt0 '9 'S. `=a 'c- ' tl- y -< . '0a �,. a.,. ,� �• �,. t @ 6 ,ty, ,k. .. 'b ., .,, ^', '�5�> .. .. "s: �i. "ci �. roy .- a r.tu at�wr' i i A n i y •w.+. x 4.:. p, -. ? v. 3 `�. Y r �' - Wi. ,. � °r ok`' ^. .. ", _ : .. C `'n 'Q. �+• S.,6. � '3 :. '{< k `i! , . �'r. �L � t*. "f0. 4 - 'a e M. � s '`L `ti, ''+. "'. r ' . .• „ i a _ .. 'a '�A.. 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'9-+L� ._ ° � x v T.. .. �, - ` . ac 9 .. y+:,o.s' '�, � °+,.�, '?'¢ s° 'R,e °n: a% 'c, 's, r,. =•'S - ww�£ - +MrWrmyra A.rr+eerdV°a iG .. - Ikk x : .•, _....� 0467LF �u 5 5 OH , 1100-Z ..., fi 29OLF 019JLF------j • O(2) E E H _q%opll \ 10 194LF O2 70LF —1 O2 61LF CONS 77?UC TION CENTER LINE (> 4 JTV /t1 CITY OF BAKERSFIELD, CALIFORNIA 4LF 10 4LF '3LF 2LF PUBLIC WORKS DEPARTMENT O '— Vb ZlOLF L- 021OLF� p K n �c p File Name: T5K 164 — BSWL Drawn: L. SUN Job No.: T5K 164 En in eer: L. SUN Date: 10 -18- -2005 Checked By. N. FIDLER RECONSTRUCTION OSWELL STREET OSWELLSi"EET—CITYLIMITTOCOLUMBUSSI— PLANS C.] M QW W �W v V� �y SHEET N0. SOF19 2, CONS -1 MUCTION NOTES �j REMOVE EXIS77N6 PEDESTR IAN CROSSING Si6N, a CONSTRUCT ACCESS RAMPS &ADJACENT CURB BARRIER, RAMP, AND REPLACE iM'TH CURB & AND GUTTER PER CAL TRANS STANDARD PLAN GUTTER AND SIDEWALK. (RSP A88B, DATED 09- 24 -04) CASE CM. Fil EXISTING SIDEWALK CONCRETE flNISHES SHALL FOLLOW CAL 1RANS �3 MANHOLE ADJUSTED BY OTHERS STANDARD SPECJFlCA110N 73 -1.06. 4� INSTALL FIRE HYDRANT MARKERS �g ALL EXISTING MONUMENT LIDS, MANHQLES, CLEANOUTS, VALVE BOXES AND CONCRETE AS SHOWN ON PLANS. PADS AFFECTED BY RECOAIS7RUC110N SHALL CONSTRUCT ACCESS RAMPS &ADJACENT CURB BE Al1JUS70 TO NEW 'FINISH GRADE. AND GUTTER PER CAL TRANS STANDARD PLAN (RSP A88A, DA TEU 09- 24 -04), CASE A. a CONTRACTOR SHALL INCORPORATE THE COUCRETE f1NlSHES SHALL FOLLOW CA TRANS /NFORMA TION ON THE PHASING PLAN INTO STANDARD SPECIfICA TION 7J-1.06. THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE ❑6 CONSTRUCT ACCESS RAMPS &ADJACENT CURB BY THE CITY OF BAKERSFIELD TRAFFIC AND GUTTER PER CALTRANS STANDARD PLAN ENGINEERING DIVISION. CONTRACTOR SHALL (RSP A88A, DATED 09- 24 -04), CASE C. CONFORM WITH THE CURRENT "MUTCD' CONCREIF FINISHES SHALL FOLLOW CALTRANS STANDARD SPEgflCATION 73 -1.06. �p CONSTRUCT NEW CURB AND GUTIER. 05LF O5LF 14 5LF O2 74L 05LF 2� 40LF --� BENCHMARK mmm�� MONUMENT AT THE INTERSECTION OF OSWELL STREET AND BERNARD STREET. ELEI/A 110N = 683.44 jw C;ENEITAL NOTES m irrnr�rr i�•••r.�ri�r•rr+�rir� i r•rrrrrrr�i - ' • r��r.r� 1 ALL UNUSED, SAL VAGED MA 7ERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT 12 A T M7: VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELI VERY A T (661) 326 - -3152. 2 ALL U77LI TY LOCA 77ONS 5H00N ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 770N SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA 77NG U77LI77ES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED JUL Y 2002. 4 ALL MILLED MA 7ER1AL SHALL BE DELIVERED, B Y THE CONTRACTOR, TO THE WATTS FA CILI T Y A T WA TTS ROAD AND COTTONWOOD ROAD. CONTACT MIKE CONNORS AT (661) 326 --3111 AND VERIFY DELIVERY LBCA TION AMD TIME. LEGEND N '�q RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. r►nA10MI1 "n/Ul f%rAl=13 I /AIL" SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP INSTALL 6' x 6' TYPE "B" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 49 -Ho ADJUST. MANHOLE FRAME AND COVER PER C.O.B. DRAWING S -7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS +1 INSTALL TYPE IV ARROW 10 161LF QRpFESS cri m RE /STEREO CIV( EN INFER � C 46803 * Exp. 6-30-07 yk Cl TY OF BAKERSFIELD C� 1501 TRUXTUN AVENUE 9TF v��' BAKERSFIELD, CA 93301 OF CALF REV /SIGNS No. DATE DESCRIPTION 271 / / 371 / / 471 / / 6 416LF 6 418LF V fi 282LF - fi F.H. 472LF � � - �l .� ' . V. il•�16vWwaY9ya>oanx wwA•twee IDYpeMFwi fap • V. r • Y 5 'A,�, L� X4`4. , �p h ",[. '4., t, Yi'h • � 'L.. .� � O � y~` "a. <Z,k 3S' •"tt •fah. __ °G, � '� q, 3 6, � ��, i y +_ d `6. ,4_ � D q" 'a{`:. `t U, Ya. {' ik u �L. ' ''4a '•s 'A. 6. c •'• `" a v, .. 44 y'e�` '& -0i icy . 'iS b Zi S -r, e' S. 'ie 37 s, " '�mwt0 '9 'S. `=a 'c- ' tl- y -< . '0a �,. a.,. ,� �• �,. t @ 6 ,ty, ,k. .. 'b ., .,, ^', '�5�> .. .. "s: �i. "ci �. roy .- a r.tu at�wr' i i A n i y •w.+. x 4.:. p, -. ? v. 3 `�. Y r �' - Wi. ,. � °r ok`' ^. .. ", _ : .. C `'n 'Q. �+• S.,6. � '3 :. '{< k `i! , . �'r. �L � t*. "f0. 4 - 'a e M. � s '`L `ti, ''+. "'. r ' . .• „ i a _ .. 'a '�A.. 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'9-+L� ._ ° � x v T.. .. �, - ` . ac 9 .. y+:,o.s' '�, � °+,.�, '?'¢ s° 'R,e °n: a% 'c, 's, r,. =•'S - ww�£ - +MrWrmyra A.rr+eerdV°a iG .. - Ikk x : .•, _....� 0467LF �u 5 5 OH , 1100-Z ..., fi 29OLF 019JLF------j • O(2) E E H _q%opll \ 10 194LF O2 70LF —1 O2 61LF CONS 77?UC TION CENTER LINE (> 4 JTV /t1 CITY OF BAKERSFIELD, CALIFORNIA 4LF 10 4LF '3LF 2LF PUBLIC WORKS DEPARTMENT O '— Vb ZlOLF L- 021OLF� p K n �c p File Name: T5K 164 — BSWL Drawn: L. SUN Job No.: T5K 164 En in eer: L. SUN Date: 10 -18- -2005 Checked By. N. FIDLER RECONSTRUCTION OSWELL STREET OSWELLSi"EET—CITYLIMITTOCOLUMBUSSI— PLANS C.] M QW W �W v V� �y SHEET N0. SOF19 2, w a i1 w w _cam a I i i c� 00 I O i O I V i V W i a I*.,1 �0 X", y� 2 L.H. J W L " I = Zl 1 ALL UNUSED, SALVAGED MA TER/AL SHALL BE DELIVERED , BY THE CONTRACTOR, TO THE WASTEWATER PLANT )f2 AT MT. VERNON A VENUE SOUiH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326 -3152. Z ALL U 11L1 N LOCA TIONS SHOWN ARE APPROX IMATE ONLY AND REPRESENT THE BEST 1NF0r?MA 110V SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCAIING UI7U11ES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PA i/EiWENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 2002. 4 ALL MILLED MATER /AL SHALL BE DEU VEREO, BY THE CONTRACTOR, TO THE WATTS FACILiT) AT WATTS ROAD AND COTTONWOOD ROAD. CIhV TACT MIKE CONNORS A T (661) 326 -3171 AND VERIFY DELIVERY LOCATION AND 17ME. CITY OF BAKERSFIELD, CALIFORNIA LEGEND RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. MONUMENT AT THE INTERSECTION O OS LL STREET AND BERNARD STf?EET. ELEVA TION = 68.3.44 ziu 0 SYMBOLS --- -- INSTALL b' x 50' TYPE "C" LOOP INSTALL 6' x b' TYPE B , LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 49 .H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S -7 W. V. WATER VALVE TO BE ADJUSTED BY OTHERS G.u. GAS VALVE TO BE ADJUSTED BY OTHERS +1 INSTALL.._ TYPE IV ARROW SCALE: 1" 40 It QROFESSiONq pEAN REGISTERED Cl i/ /L NEER C 46803 � *. Exp. 6-30-07 Cl TY O,F BA KERSFIEL D 1501 TRUXTUN AVENUE C/ViL BAKERSFIELD., CA 93301 OF CALF REVISIONS No. DATE DESCRIPTION 2 /! S47 f ile Name: r5K164 —OSWL Drown: L. SUN RECONSTRUCTION OSWELL S-1 REET SHEE T No. PUBLIC WORKS DEPARTMENT ob No.: 75K764 Engineer: L SUN ofe: 10 -18 -2005 Checked By. N. FIOLER OSWELL STREET - Cl7Y LIMIT TO COLUMBUS STAEET RECONSTRUCTION PLANS 6 OF 19 2t 3 CONS I MUCTION NOTES, a REMOVE EXISTING PEDESTRIAN CROSSING SIGN, D CONSTRUCT ACCESS RAMPS &ADJACENT CURB INSTALL BARRIER, RAMP, AND REPLACE h97H CURB do D3 AND GUTTER PER CAL TRANS STANDARD PLAN DETAIL 38A GUTTER AND SIDEWALK. INS TALL (RSP AB�B, DATED 09- 24 -04), CASE CM. �2 EXISTING SIDEWALK "B IKE LANE" AND ARROW MARKINGS. (SEE DETAIL ON SHEET 3) CO6NCRE7 E FINISHES StIALL FOLLDW CALTRANS INS TALL DETAIL 8 ST,4NDAR0 SPECIFICA 7 7O 73 -1. a3 MANHOLE ADJUSTED BY OTHERS INSTALL DETAIL 28 9� INSTALL �g ALL EXlS11NG MONUMENT LIDS, MANHOLES, 4 INSTALL FIRE HYDRANT MARKERS 11 CLEANQUTS, VALVE BOXES AND CONCRETE DETAIL 39 AS SHOWN ON PLANS. INS TALL PADS AFFECTED BY RECOVSTRUCIIAN SHALL a CONSTRUCT ACCESS RAMPS & ADJACENT CURB PAVEMENT MARKING (YELLOW) BE ADJUSTED TO NEW FfNISH GRADE. INSTALL AND GUTTER PER CAL TRANS STANDARD PLAN 9 � CONTRACTOR SHALL INCORPORATE THE (RSP ABA, 0ATE0 09- 24 -04), CASE A. INFORMATION ON THE PHASING PLAN INTO CONeRETE FINISHES SHALL FOLLOW CAL TRANS THE ngAFFIC CONTROL AND DETOUR PLANS STANDARD SPECIFlCA110N 73 -1.06. SUBMITTED FOR REVIEW AND ACCEPTANCE �6 CONSTRUCT ACCESS RAMPS & ADJACENT CURB BY THE CITY OF BAKERSFiELD TRAFFIC AND GUTTER PER CAL ]BANS STANDARD PLAN ENGINEERING DlV!'SION, CONTRACTOR SHALL (RSP A88A, QATEO 09- 24 -04), CASE C. CONFORM WITH THE CURRENT "MUTCD'° CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFiCATiON 73 -1.06. I*.,1 �0 X", y� 2 L.H. J W L " I = Zl 1 ALL UNUSED, SALVAGED MA TER/AL SHALL BE DELIVERED , BY THE CONTRACTOR, TO THE WASTEWATER PLANT )f2 AT MT. VERNON A VENUE SOUiH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326 -3152. Z ALL U 11L1 N LOCA TIONS SHOWN ARE APPROX IMATE ONLY AND REPRESENT THE BEST 1NF0r?MA 110V SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCAIING UI7U11ES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PA i/EiWENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 2002. 4 ALL MILLED MATER /AL SHALL BE DEU VEREO, BY THE CONTRACTOR, TO THE WATTS FACILiT) AT WATTS ROAD AND COTTONWOOD ROAD. CIhV TACT MIKE CONNORS A T (661) 326 -3171 AND VERIFY DELIVERY LOCATION AND 17ME. CITY OF BAKERSFIELD, CALIFORNIA LEGEND RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. MONUMENT AT THE INTERSECTION O OS LL STREET AND BERNARD STf?EET. ELEVA TION = 68.3.44 ziu 0 SYMBOLS --- -- INSTALL b' x 50' TYPE "C" LOOP INSTALL 6' x b' TYPE B , LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 49 .H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S -7 W. V. WATER VALVE TO BE ADJUSTED BY OTHERS G.u. GAS VALVE TO BE ADJUSTED BY OTHERS +1 INSTALL.._ TYPE IV ARROW SCALE: 1" 40 It QROFESSiONq pEAN REGISTERED Cl i/ /L NEER C 46803 � *. Exp. 6-30-07 Cl TY O,F BA KERSFIEL D 1501 TRUXTUN AVENUE C/ViL BAKERSFIELD., CA 93301 OF CALF REVISIONS No. DATE DESCRIPTION 2 /! S47 f ile Name: r5K164 —OSWL Drown: L. SUN RECONSTRUCTION OSWELL S-1 REET SHEE T No. PUBLIC WORKS DEPARTMENT ob No.: 75K764 Engineer: L SUN ofe: 10 -18 -2005 Checked By. N. FIOLER OSWELL STREET - Cl7Y LIMIT TO COLUMBUS STAEET RECONSTRUCTION PLANS 6 OF 19 2t 3 srRiPinrG NOTES: INSTALL 1' [300mm] WIDE STS BAR AND CROSS WALK STRIPING (YELLOW) D2 INSTALL 1' [J00mm] WIDE STOP BAR AND CROSS WALK STRIPING (WI17E) D3 INSTALL DETAIL 38A INS TALL TYPE VIl ARROWS D5 INSTALL "B IKE LANE" AND ARROW MARKINGS. (SEE DETAIL ON SHEET 3) D INS TALL DETAIL 8 INSTALL DETAIL 21 D INSTALL DETAIL 28 9� INSTALL DETAIL 31 1Q INSTALL DETAIL 38 11 INSTALL DETAIL 39 D12 INS TALL DETAIL 40 13 INSTALL PAVEMENT MARKING (YELLOW) 14 INSTALL PAVEMENT MARKING (WHITE) I*.,1 �0 X", y� 2 L.H. J W L " I = Zl 1 ALL UNUSED, SALVAGED MA TER/AL SHALL BE DELIVERED , BY THE CONTRACTOR, TO THE WASTEWATER PLANT )f2 AT MT. VERNON A VENUE SOUiH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326 -3152. Z ALL U 11L1 N LOCA TIONS SHOWN ARE APPROX IMATE ONLY AND REPRESENT THE BEST 1NF0r?MA 110V SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCAIING UI7U11ES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL STRIPING AND PA i/EiWENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 2002. 4 ALL MILLED MATER /AL SHALL BE DEU VEREO, BY THE CONTRACTOR, TO THE WATTS FACILiT) AT WATTS ROAD AND COTTONWOOD ROAD. CIhV TACT MIKE CONNORS A T (661) 326 -3171 AND VERIFY DELIVERY LOCATION AND 17ME. CITY OF BAKERSFIELD, CALIFORNIA LEGEND RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. MONUMENT AT THE INTERSECTION O OS LL STREET AND BERNARD STf?EET. ELEVA TION = 68.3.44 ziu 0 SYMBOLS --- -- INSTALL b' x 50' TYPE "C" LOOP INSTALL 6' x b' TYPE B , LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 49 .H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S -7 W. V. WATER VALVE TO BE ADJUSTED BY OTHERS G.u. GAS VALVE TO BE ADJUSTED BY OTHERS +1 INSTALL.._ TYPE IV ARROW SCALE: 1" 40 It QROFESSiONq pEAN REGISTERED Cl i/ /L NEER C 46803 � *. Exp. 6-30-07 Cl TY O,F BA KERSFIEL D 1501 TRUXTUN AVENUE C/ViL BAKERSFIELD., CA 93301 OF CALF REVISIONS No. DATE DESCRIPTION 2 /! S47 f ile Name: r5K164 —OSWL Drown: L. SUN RECONSTRUCTION OSWELL S-1 REET SHEE T No. PUBLIC WORKS DEPARTMENT ob No.: 75K764 Engineer: L SUN ofe: 10 -18 -2005 Checked By. N. FIOLER OSWELL STREET - Cl7Y LIMIT TO COLUMBUS STAEET RECONSTRUCTION PLANS 6 OF 19 2t 3 w 0 }} t--r Li _) I Lu Z i 0 0 } I co C3 Z 0 } 0 Z c� W } 0 -.J STA. 10 +00 CENTERLINE INTERSECTION BENCHMARK OF WH/TE LANE AT ASHE ROAD. BENCH MARK ELE A5HE V. 368.64 MONUMENT AT THE INTERSECTION OF 1011 7E LANE AT ASHE ROAD � MONUMENT MARKED R.C.E. 6640 i � MONUMENT ELEV.= 368.54 1 0 wri %wo %morim %-� I m 41AF %00 1 1 %mooffv #V %war I A= %-7 A-F 1 MANHOLE ADJUSTED BY OTHERS. 2 INSTALL FIRE HYDRANT MARKERS AT LOCA 77ONS INDICATED ON [] ON THE PLANS. 3 CONSTRUCT ACCESS RAMPS & ADJACENT CURD AND GUTTER PER CAL TRANS STANDARD PLAN (RSP A88A, DA TED 09 --24 — 04), CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TIONS 73- -1.06. 4 INSTALL (4) CITY—FURNISHED AUTOSCOPE VIDEO CAMERAS ON THE LUMINAIRE MAST ARMS A T THE INS TERSEC TION OF WWII IF LANE AND ASHE ROAD AS INDICATED ON THE PLANS AND PER SPECIAL PRO WSIONS. 5 CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLANS INTO THE TRAFFIC CONTROL and DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE CITY of BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCD . CONTRACTOR SHALL NOT REMOVE THE ADVANCED DETECTION LOOPS ON EASTBOUND WHITE LANE WEST OF ASHE ROAD, AND ON NORTHBOUND & SOUTHBOUND ASHE ROAD. CON TRA C TOR SHALL NOT REMOVE DLC's EAST OF ASHE ROAD. ? CON IRA CTOR SHALL VERIFY L OCA TION AND DEP TH OF EXIS TING TRAFFIC SIGNAL INTERCONNECT. LEGEND RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.50` TYPE "B" ASPHALT CONCRETE. COLD PLANE TO A DEPTH OF 0.20 AND RESURFACE WITH 0.20' OFF CLASS "A" ASPHALT CONCRETE. � COLD PLANE TO A DEPTH INDICATED CAN THE PLANS, AND RESURFACE TO v 7" BELOW THE TOP OF MEDIAN CURB WITH CLASS "A" ASPHALT CONCRETE. w w i s a t irr SYMBOLS ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S -2 9. .H. ADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S -7. N. ADJUST WATER VALVE (ELY OTHERS) r—►D E wJ I at Lf e t I AILJ 11-7-�' GENERAL NO TES: 1 ALL UNUSED, SAL VAGED MA TER/AL SHALL BE DELIt/ERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT jf2 A T MT. VERNON A VENUE SOUTH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326 -3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE QNL Y, AND REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE i/ARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING U11LlTlES IN THE F/ELD IS THE CONTRACTOR'S 3 ALL STR /PING AND PA I/EMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 2002. QROFESS /p�q p E � AN R4 I FyG' w m Q � REGISTERED CIVIL CNG/ EER � C 46803 Exp. 6-30-07 ,* CITY OF BAKERSFIELD �'� C1V 11 9501 TRUX TUN AVENUE �T�c 8 59 LF BAKERSFIELD., CA 93301 OF- CA��F , 3 37 LF REVISIONS No. DATE DESCRIPTION UOUFAM w .A y D& VL WAY OH amain amma _ OH R W 4 31 i 1 A 1 4 ' "w1`1C " " V� �% `: kc� � mow,. "�1,� ��'�� aa,.4 'yam qty„ a �'sr. `:•'^y� '�?,. - 'ia Y��a5,. fryer ' Ilk IN OH oti y A� (3) 4 5 SF 4�OA 3 1 A KI too" son* .._... .� , .w.:...+.,w.ayravf^ --�• sv..cs,uwpar.�amx v,.nv�.H.mraara.. fieNmx•ISV'76f- Nhi[rU- Ram- MWAahe I Drawn: S cow E 2004 -2005 FEDERAL FUNDED A.ECONSTRUCT VARIOUS S TREETS SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC Job WORKS DEPARTMENT � No.: T5K164 Engineer.- N. FIDLER Date.- 71 -18 -05 Checked By. WH1TE LANE FROM ASHE ROAD TO WILSON ROAD 7 OF 19 to OH _ G fieNmx•ISV'76f- Nhi[rU- Ram- MWAahe I Drawn: S cow E 2004 -2005 FEDERAL FUNDED A.ECONSTRUCT VARIOUS S TREETS SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC Job WORKS DEPARTMENT � No.: T5K164 Engineer.- N. FIDLER Date.- 71 -18 -05 Checked By. WH1TE LANE FROM ASHE ROAD TO WILSON ROAD 7 OF 19 to # z.. Cv # �J # # v y tJ Q Q L oc C� Lli W # Q ,i R05EVALE STA. 10+25 CEN7ERLINE INMRSEC770N / OF COFFEE ROAD A ND ROSEDALE HIGHWAY HIGHWAY nAjAjL7n MAY CONDUITS SUNLAND 6" OIL PIPELINE CHEVRON 6" OIL PIPELINE --- 5 92 LF 7 92 LF �.�• � EXlS11NG (CAL TRANS) MAGfVE TOME TERS ,je�.Joon = = r!f* r!!!7 W4-2 rr/ w --- 1*114V r i ✓ L1 BRNCHAb" Now MONUMENT AT THE CENTERLINE INTERSECTION t i/ vv VI L!) vc,J LF STA. 10 R�INE OF COPME ROAD AND THE SOUTHEAST X CORNER OF SECTION 20* cl �j T. 29 S., R. 27 E. _ n6 12 LF- ---�., CURB RETURN CURVE DATA R . - = 30, 0 0 ` �.. -1 r- n r-. rti � ■ mop- 6� +• 482 LF R YV CURVE DATA --- R.= 1500. 00' 7EP11 NA TE DETAIL 9 AND DETAIL 39``' A= 10028 20"' AT BRIDGE DECK (SEE CONSTR NO NUMBER 5 lllS SHEET) ) T = 13 7 . 4 6 r � � ( / J I %Ja Lr CURB RETURN 13 LF R— 30.00. 15 LF C%4 1 LF 7 51 LF 51 LF N� I �b IFF IZJ J; :gym QROFESS10Nq DEAN k � Q � m REGISTERED Cl VI EN GI EER � C 46803 � * Exp. 6-30-07 CITY OF BAKERSFIELD c���\' 1501 TRUXTUN AVENUE �'�F �F CALIF BAKERSFIELD, CA 93309 REVISIONS- No. DATE DESCRIPTION 1 / / 3 1/ CONa TRUCT /ON NO TES 1a MANHOLE ADJUSTED BY OTHERS INSTALL FIRE HYDRANT MARKERS A T LOCA ]IONS IN, DICA TED ON ON THE PLANS. a3 CONSTRUCT ACCESS RAMPS &ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN (RSP A88r4, DA 1 F'D 09- 24 -04), CASE A. C4AICRE7E FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA 1JDNS 73 -1.06. 4Q CONSTRUCT ACCESS RAMP &ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN (RSP A88,4, DA TFD 09- 24 -04), CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECfFIiA TIONS 73 -1.06. �5 CON TkACTOR SHAM COORDINA TE M7TH CITY CREWS, THE STRIPING FROM THE BRIDGE DECK NORTHERYL Y. SAID STRIPING NOR THERL Y FROM THE BRIDE DECK IS NOT IN THE CONTRACT. CONTACT GILBE/?T ALEMAO AT 326 -3781. 6� REMOVE AND SAL SAGE ROADSIDE SIGNS �7 PROTECT IN PLACE 8� CON TIPACTOR SHALL INCORPORATE THE INfORMA TION ON TtfE PHASING PLANS INTO THE TRAFFIC COI�ITROL and DETOUR PLANS SUBMITTED FOR RENEW AND ACCEPTANCE BY THE CITY of BAKERSFtELD 1RAFFIC ENGINEERING DiVJSlON. CONTRACTOR SHALL CONFORM WTH THE CURRENT '"MUTCD� G ND RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. YMB-O-- ■ FIRE HYDRANT MARKER GEAtEFZAL'N0Ti STRIPING NOTES: 6' x 50' TYPE "C" LOOP 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE INSTALL 1' [304mm] Wl'DE STOP DELIVERED, BY THE COfYTRACTOR, TD THE BAR AND CROSS WALK MARKINGS. INSTALL. 6' x 6' WASTEWATER PLANT 12 A T MT. VERNON (*H/ 7E) AWENUE SOU TH OF HIGH WAY 58. CON TACT a INSTALL TYPE IV ARROWS FRAME AND COVER_ PER THE Cl Ws ELECTRICAL SUPERVISOR, "B '"LANE" .H. 24 HOURS PRIOR TO DELI VAR Y A T O3 INSTALL /KEG AND FRAME AND COVER. PER (661) 326 -3152. "ARROW" MARKINGS. V. ADJUST WATER VALVE (SEE DETAIL ON SHEET 2) (BY OTHERS) 2 ALL UTILITY LOCATIONS SHOWN ARE O INSTALL DETAIL 9 APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 11OIV SUPPLIED BY THE CARIOUS �5 INSTALL DETAIL 38 UTILITY CfWPANIES. FINAL RESPONSIBILITY Q INSTALL DETAIL 38A FOR LOCATING UTILI TIES IN THE FIELD IS THE CONTRACT'S. 7 INSTALL DETAIL 39 3 ALL STRIPING AND PAVEMENT MARKINGS a INSTALL DETAIL 40 SHALL CONFORM TO CAL TRANS STANDARD g� INSTALL DETAIL 22 PLANS DATED JULY 2002. G ND RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. YMB-O-- ■ FIRE HYDRANT MARKER 3 Now FkNn m- 19164- cff&*- Rd- Reem- Rsd- z- rmr,Gm-cx Drown: S. LOWE P 004-2005 FEDERAL FUNDED RECONSTRUCT VARIOUS STREETS SHEET N0. CITY OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Jab No.: T5K764 En ineer. N. FIDLER Date: 77177105 BX N. FIDLER, A. RAMMING COFFEE ROAD FROM, ROSEDALE HIGHWAY TO FR/ANT —KERN CANAL 8 OF 79 0 1 3 INSTALL 6' x 50' TYPE "C" LOOP INSTALL 6' x 6' TYPE 8 , LOOP F] INSTALL. 6' x 6' TYPE "A" LOOP ADJUST MONUMENT LID, FRAME AND COVER_ PER C.O.B. DRAWING S -29. .H. ADJUST MANHOLE LID, FRAME AND COVER. PER V. ADJUST WATER VALVE (BY OTHERS) 3 Now FkNn m- 19164- cff&*- Rd- Reem- Rsd- z- rmr,Gm-cx Drown: S. LOWE P 004-2005 FEDERAL FUNDED RECONSTRUCT VARIOUS STREETS SHEET N0. CITY OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Jab No.: T5K764 En ineer. N. FIDLER Date: 77177105 BX N. FIDLER, A. RAMMING COFFEE ROAD FROM, ROSEDALE HIGHWAY TO FR/ANT —KERN CANAL 8 OF 79 0 1 3 STA. 10 +00 CENTERLINE OF I if STOCKDALE HIGHWA Y AND BE MARK A T THE SOUTHEAST C SECTION 32, T 29 S., R. 27 MONUMENT ELEV. 378.12 1 70 SF � 8 117 LF 8 116 LF STA. 10 +25 CENTERLINE 5Ti nAl F HIGHWA Y AND COFFEE ROAD STA. 22+38.45tw6. 6' 9 LT I Lu C� i V V c� w co w W c� w i 7 445 Lf C0l=l=EE 4 1 D07 LF 4 995 LF — 5 75 LF- LEGEND ISLAND, BEGIN CONSIT'UCTION OF TYPE V* MEDIAN CURB e%r-rr nr-Tw it Vin" e%i irr-T SYMBOLS RECONSTRUCT ROADWAY IN AREAS INDICATED ON THE PLANS TO A DEPTH OF ONE FOOT. INSTALL 0.20' Ann mTA TYPE "A" ASPHALT CONCRETE, OVER 0.80' TYPE "B" ASPHALT CONCRETE. COLD PLANE TO A DEPTH OF 0.20' AND RESURFACE WITH 0.20' OF .H. f E CLASS "A" ASPHALT CONCRETE.. t 4 x 4 RECONSTRUCT ROADWAY IN AREAS e °au r INDICATED ON THE PLANS. AS- BUILTS a + A H t .FOR THIS AREA INDICATE ASPHALT LEVELING COURSES OF VARYING N. DEPTHS. (EXACT LIMITS ARE UNKNOWN) COLD PLANE TO A DEPTH INDICATED ON THE PLANS, AND RESURFACE TO 7" BELOW THE TOP OF MEDIAN CURB WITH CLASS "A" ASPHALT CONCRETE. ISLAND, BEGIN CONSIT'UCTION OF TYPE V* MEDIAN CURB e%r-rr nr-Tw it Vin" e%i irr-T SYMBOLS C/7Y OF B CALIFORNIA RASIS OF RRARING V V/1LG 1 "m 'tV f 1V111L. SCALE: 1" = 4'VERT. AX- 111vu. ac vfiv uvlvi ifvuu ►ivly Ur T)PE "M" MEDIAN CURB SEE DETAIL »C', SHEET 4 � eL 382 378 i 2 �___"A BENCHMA" MONUMENT ON THE CENTERLINE OF GOSFORD ROAD AND THE SOUTHEAST CORNER OF SECTION 32, T 29 S., R. 27 E. MONUMENT ELEV.= J78.12 v : v L-1 k v L / L! RT 5TA. 23 + &04 6.&' uc.v,,v ilc.mry rn&_ yr Lni.a f��vV NIL..Lfrf'I /v STA. 23+29.61 X3.93' RT END TYPE "M" MEDIAN CURB, BEGIN TYPE W--1 " MEDIAN CURB f STA. 23 +24.47 "4.97 , RT j C TR. 2' RA 0 W pW 1 h� �p see FN ZJ J� Lm W G-EAiEFtAL NOT EL'S 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DEUWRED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT fl AT MT. VERNON AVFIVUE SOUTH OF HIGH WAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOV? TO DELIVERY AT (661) 326 -3152. 2 ALL UTILITY LQCA ]IONS SHO*JV ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 110N SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA IING UT)LI nES IN THE FIELD IS THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 2002. STA. 24 +75.18N4.94' RT Vo_l0_� BEGIN 1.93' x 34.86' TIE -IN 7RANS177ON STA. 25+10.04^,#J.01" RT END 1.93' x J4.8 6'p • 1 6 382 378 Q�OF ESSlOHq • ����.o o pEAN Rq� Fyc REGISTERED Cl V ENGINEER � C 46803 * Exp. 6-30-07 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE CIV��' �F CA BAKERSFIELD, CA 93309 ��F REVISIONS No. DATE DESCRIPTION J�1 INSTALL b' x 50' TYPE "C" LOOP INSTALL 61 x h Ann mTA TYPE "B" LOOP ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S -29. .H. f E ADJUST MANHOLE LID , FRAME AND COVER. PER C.O.B. DRAWING S-7. N. ADJUST WATER VALVE (BY OTHERS) N. ADJUST GAS VALVE (BY OTHERS) C/7Y OF B CALIFORNIA RASIS OF RRARING V V/1LG 1 "m 'tV f 1V111L. SCALE: 1" = 4'VERT. AX- 111vu. ac vfiv uvlvi ifvuu ►ivly Ur T)PE "M" MEDIAN CURB SEE DETAIL »C', SHEET 4 � eL 382 378 i 2 �___"A BENCHMA" MONUMENT ON THE CENTERLINE OF GOSFORD ROAD AND THE SOUTHEAST CORNER OF SECTION 32, T 29 S., R. 27 E. MONUMENT ELEV.= J78.12 v : v L-1 k v L / L! RT 5TA. 23 + &04 6.&' uc.v,,v ilc.mry rn&_ yr Lni.a f��vV NIL..Lfrf'I /v STA. 23+29.61 X3.93' RT END TYPE "M" MEDIAN CURB, BEGIN TYPE W--1 " MEDIAN CURB f STA. 23 +24.47 "4.97 , RT j C TR. 2' RA 0 W pW 1 h� �p see FN ZJ J� Lm W G-EAiEFtAL NOT EL'S 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DEUWRED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT fl AT MT. VERNON AVFIVUE SOUTH OF HIGH WAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOV? TO DELIVERY AT (661) 326 -3152. 2 ALL UTILITY LQCA ]IONS SHO*JV ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 110N SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA IING UT)LI nES IN THE FIELD IS THE CONTRACTOR'S 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 2002. STA. 24 +75.18N4.94' RT Vo_l0_� BEGIN 1.93' x 34.86' TIE -IN 7RANS177ON STA. 25+10.04^,#J.01" RT END 1.93' x J4.8 6'p • 1 6 382 378 Q�OF ESSlOHq • ����.o o pEAN Rq� Fyc REGISTERED Cl V ENGINEER � C 46803 * Exp. 6-30-07 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE CIV��' �F CA BAKERSFIELD, CA 93309 ��F REVISIONS No. DATE DESCRIPTION J�1 AnnI" jkhlh'i Ann mTA ?4 ?1 j S I tclPING NOTE.......- I INSTALL 1' [300mm] IMDE STOP BAR AND CROSS WALK MARKINGS (*117E) 2G INSTALL TYPE IV ARROWS O INSTALL "BIKE" "LANE" AND `ARROW" MARKINGS. (SEE DETAIL ON SHEET 2) O INSTALL DETAIL 9 O INSTALL DETAIL 38 �6 INSTALL DETAIL 38A D INSTALL DETAIL 39 �8 INSTALL DETAIL 40 �9 INSTALL "RIGHT; "TURN; AND IANEN PAVEMENT MARKINGS (WI17E) %OWN v%off'smim r w DE�CKS Gt7►NSTRUCTION NO JF fts 1� MANHOLE ADJUSTED BY OTHERS. 2 INSTALL FIRE NYDRAAI T MARKERS A T LOCATIONS lND1CA TE'D ON OWN THE PLANS. �3 COVSIRUCT ACCESS RAMPS &ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN (RSP A88A, DATED 09- 24 -04), CASE A. CONCRETE FlNlSMES SHALL FOLLOW CAL TRANS STANDARD SPECIf7CA T101 VS 73 -1.06. Q4 C0VS7RUCT ACCESS RAMPS &ADJACENT CURB AND GUTTER PER CAL TRANS STANDARD PLAN (RSP A88A, DATEO 09- 24 -04), CASE C. CONCRETE nNISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TIONS 73 -1. 06. ❑5 CONTRACTOR SHALL PROTECT IN PLACE, THE EXlS11NG EAST MEDIAN CURB FROM THE 17E-IN POINT A T STA. 23 +76.04 NORTHERLY TO STA. 25 +10.04. ONLY THE EXISTING NEST MEDIAN CURB AND NAROSCAPE SHALL BE R£MOIrFO FROM STA. 23 +76.04 TO STA. 25 +10.04 TO NARROW THE MEDIAN NOSE. 6� CONTRACTOR SHALL INCORPORATE THE INFORM-A 110N ON THE PHASING PLANS INTO THE TRAFFIC CQNTR4L and DETOUR PLANS SUBMITTED FOR REWfW AND ACCEPTANCE BY THE CITY of BAKERSFIELD TRAFFIC ENGINEERI N G DIVISION. CON TRACTOR SHALL CONFORM WTH THE CURRENT '"MUTCD� PUBLIC WORKS DEPARTMENT Fk 1i e: TM164-C i-- Rd- Recw -Stkd 2 -AC 1 Dram. S. L O WE Job No.: T5K164 En in eer: N. FIDLER Date. 11 x'01 /05 Q, tided By: N. FIDLER, A. RAW SON== ru now C