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HomeMy WebLinkAbout6.1-1715LIST OF DRA WINGS SHEE T 1 Tl TL E SHEET SHEET 2 DETAILS & SECTIONS SHEE T 3 S TREE T- CONS TRUC TION PLAN SHEET 4 STRIPING PLAN CITY STANDARDS T- 1, r-2, r-3 STATE STANDARDS A20A, A208, A20D, A24E CITY OO F BA � ERSFIELD STREET IMPROVEMENTS ON'WIBLE ROADW BE, KSHIRE ROAD TO PANAMA LANE M.H. 0 MANHOLE P.P. -w POWER POLE ® EXI S TING MONUMENT W.V. N WATER VALVE G.M. M GA S ME TER G.V. DQ GAS VALVE PROJECT NUMBER: TIK221 RTIF NO: B442 FT L77] CONVENTIONAL SYMBOLS l TEM ESTIMA TED QUANTITY EA SEMEN T - --_;_:__�___= EXIST CURB & GU T TE DANA LANE FT C Y RIGH T- OF- WA Y EXIS T A. C. FL 0 WL INE 2636 SF IF -7 ------------------------------------------------------- CEN TERL INE EXIST EDGE OF PA VEk fEN T 74 2189 RAILROAD TRACKS GUARD RAIL } 2189 0 X CHAIN LINK FENCE - IMPROVEMENTS m _ W W ROIECT .... .. . .. LF UTILITY SYMBOLS Z W EXIST WA TER LINE S EXIST SEWER LINE HOSK/NC�A VEN JE G EXIS T GA S L INE SD EXIS T S TORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUV LINES POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUN - --------------- TV CABLES PHONE L INE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE M.H. 0 MANHOLE P.P. -w POWER POLE ® EXI S TING MONUMENT W.V. N WATER VALVE G.M. M GA S ME TER G.V. DQ GAS VALVE PROJECT NUMBER: TIK221 RTIF NO: B442 FT L77] l TEM ESTIMA TED QUANTITY UNI T OF MEASURE DANA LANE FT C Y PE 2636 SF IF -7 96 SF 74 2189 LF } 2189 0 . m _ W W ROIECT .... .. . .. LF LOC,ATION Z N HOSK/NC�A VEN JE - --------------- L7L: LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES l TEM ESTIMA TED QUANTITY UNI T OF MEASURE ROAD WAY EXCA VA TION 1137 C Y REMOVE TRAFFIC STRIPING 2636 SF PA VEMEN T MARKINGS (PAINT) 96 SF DETAIL 9 PAINT 2189 LF DETAIL 39 PAINT 2189 LF TRAFFIC STRIPE 4" SOLID WHITE (PAINT) 100 LF STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A PROJECT LENGTH QROFESS/ON DEAN R �` F c') CD Q= � C 46803 � * Exp. 6-30-13 11P �9T�, C / V I L OF CN- 6,k]- J7j 1 5' + 0.50 MILES APPl40VEV BY: RALX M. ROJAS, R.C.E. 39880, EXPIRES 12-31-1 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR CIVIL ENGINEER IV — DESIGN ENGINEERING TRAFFIC ENGINEERING Job No.: T1 K221 STREET IMPROVEMENTS ON W/BLE ROAD File Path: K:\LDD—ENCINEERING\2010-2011\TlK221 Street Improvements on Wible Road\dwg BERKSHIRE ROAD TO PANAMA LANE File Name: Wible—Berkshire_Ponama-2_5_13.dwg DATE L> DATE DATE DATE No 1 OF 4 SHEETS 2 3 N W z 5 Q J Q 0 0 0 W Z W m O 0 W J m z 0 Z W 0 CL LuW 0 z Q J 0 m Y m Y m 0 w 0 J m I I m 0 0 N 110 0 N U 6 a U) 3 �I Ln NI 0I 6 C D d C_ U) L m i / a 0 0 C Q) E Q) 0 Q E U) N N Y / 0 N I 0 0 N C7 z w w z CD z w I 0 0 J / p i R/W R/W 30' w 6 2 i 1'SAWCUT EXISTING DETAIL VARIES VARIES 31 VARIES 2% EXISTING PA VEMENT o o i 0.45'A.0 0.55'A.R 1.50'NATURAL GROUND COMPACTED TO 95% MAX RELATIVE DENSITY. VARIES w 2 � 10 W i Q I' SAWCUT IS' A,/C VARIES DIKE 2% ' O O,.,7_\7 -- , EXISTING PAVEMENT �I o o _ .. ..ate t...,,.. 0.45'A. C. 0.55'A.B. 1.50'NATURAL GROUND COMPACTED TO 95% MAX RELATIVE DENSITY. O CONSTRUCT/ON NOTES: CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHAL T CONCRETE PA VEMENT 1' MIN144UM FROM THE EXISTING EDGE OF PAVEMENT, EXCAVATE TO DEPTH OF 2.50 FEE T, 1.50 FEET COMPACT NA TI VE TO 959' RELA T1 VE COMPACTION, AND BACKFILL WITH 0.55 FEET OF CLASS It . ; ; o l ; ` ''- �r�r� ',t�'r % ?�'�l REGISTERED CIVIL ENGINEER 9'jq S/ONq pEAN �`� o�,o ��� tip, �' �� Q C 46803 C) m * Exp. 6-30-13 AGGREGA TE BASE, COMPACTED TO 959' RELA T1 VE COMPACTION, AND THEN CAP WITH 0.45 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT. CITY 1501 BAKERSFIELD, OF BAKERSFIELD TRUXTUN AVENUE CA 93301 J'� �Q qTF CIV�� OF CA��F O 4' WIDE SHOULDER GRADED AT 2.09' AWAY FROM NEW EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE—IN. REVISIONS No. DA TE DESCRIPTION CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 907 RELATIVE COMPACTION. O3 CONTRACTOR SHALL SAWCUT AND REMOVE EX/STING ASPHALT CONCRETE PAVEMENT FROM PAVED ENTRANCES TO THE LIMI TS SHOWN ON THE PLANS, COMPACT NA TI VE TO 957 RELATIVE COMPACTION, AND BACKFILL WITH 0.55 FEET OF CLASS 11 AGGREGA TE BASE, AND COMPACT TO 957 RELA TI VE 3 COMPACTION, AND THEN CAP WITH 0.45 FEET TYPE "A" O ASPHAL T CONCRETE. EXISTING MEDIAN ISLAND. SEE PLANS FOR LOCATIONS O CONTRACTOR SHALL REMOVE EXISTING A/C DIKE. R/W I.55 .I am 30' w WIBLE ROADWIBLE ROAD AROADWAYSECTION ROADWAYSECTION w � � 1' SAWCUT 2 STA. 1 0 + 1 4.9 0 TO STA. 20+40.J2 N TS 2 STA. 27+J6.45 TO STA. 28+70.08 N TS VARIES STA. 21+ 7.78 TO STA. 21+84.20 0 STA. 23+ 7.76 TO STA. 27+J6.45 - � VARIES � EXISTING PAVEMENT �I 55 50' 30' w i 0.45'A. C. 0,55'A.R (D 19' Ow 1 7, P SAWCUT EXISTING P SAWCUT 1.50'NATURAL GROUND COMPACTED TO 13' EXISTING DETAIL A/C VARIES , 95961 MAX RELATIVE DENSITY. PAVED 38 DIKE i 2% ENTRANCE MA H 14, 2% VARIES --�- 1 / EXIS ING VARIES ---� �:1 WIBLE R �; E ROAD W'A Y SECT/ON EXISTING PAVEMENT EXISTING PAVEMENT A I STA. JO+21.96 TO STA. J2� 16. J2 N TS mm- 2 —� �® i 0.45'A.C, 0.45A. C. 0,55'A.R 0.55'A.R 1.50'NATURAL GROUND COMPACTED TO 1.50'NATURAL GROUND COMPACTED TO LEGEND 95°0 MAX RELATIVE DENSITY. 95% MAX RELATIVE DENSITY. 0.45' TYPE "A" ASPHALT CONCRETE WIBLE ROAD WIBLE ROAD B .0.55 CLASS 2 AGGREGATE ROADWAYSECTION ROADWAYSECTION ° '\,2STA. 20+40.32 TO STA. 20+88.95 NTS 1.50' NATIVE SOIL COMPACTED TO 95% 2 STA. 28+70.08 TO .STA. ,30+2%.96 NTS RELATIVE COMPACTION. ' J I File Nome: Wib/e_Berkshire_Poncmo_2_5_13 Drawn: K BOLAND STREET IMPROVEMENTS ON WOLE ROAD SHEET NO. CITY OF BAKERSFIELD CALIFORNIA fI UBLIC WORKS DEPARTMENT Job No.: T1K221 Engineer: N.GREWAL Date: Mar. 14, 13 Checked By I) p BERKSHIRE ROAD TO PANAMA LANE—DETAILS SECTION 2 OF 4 -T 0 1 2 3 0 z a O m Y m 0 w F_ O d I I m O O N O N U a T a L 0) 3 a rri �I Ln I N I a E C a a_ I Q) L V) m I a� .n 0 0 0 C 0 a E a� U) N N Y 0 N I O 0 N z ry w w z z w I 0 J B i 0 W Lu I LL. ! — — �1,'Z__q_1_ W O .. Q 44 I� �....... Z 1 f9 1 0 3_ ._+ TV _.._.._ NEWEDGELPAVEMENT W T _. E --- STA: 10+14.90.% 17'RT m TV x E -- 12 Z [O V LU LU 0 . K45L E OAL? W 'z IE MOLE ROAD 1'¢' N 00°36'02" E 1S ..........,.urow�._........, .. . 3 fel/ 1 � 1 SAWCUTLINE 30' EXIS77NG EDGE OF m .. PA VEMENT J NEWEDGE OFPAVEMENT 3 Q m — TV .._._...V...... ..... _.... _ �vTb TV _ E W ARVIN-EDISON — — CANAL W W 20 0 _22 MOLE ROAD IN 00 , --SAWCUTLINE 0 STA: 21+84.20_18'R T TW STA: 20+40.32 _31'R T,,-' \ STA:21+7.78 31'RT NEWEDGEOFPAVEMENT m TV E STA:2 6 SAW UT LINE x 2 MATCt EXISTING MEDISON STA: 20+59.5 50'RT ARV CANAL 2 2 GENERAL NOTES ALL UTILITY L DCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S QRpFESSIONq 10 AN R `F REGISTERED Cl VIL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD J��P 1501 TRUXTUN AVENUE 9TF C BAKERSFIELD, CA 93301 OF CAO REVISIONS No. DA TE DESCRIP TION 1 / / io l IULJ� — =;29t-- 4— -� —� VLl . 23+17.76 "18'RT SAWCUT LINE �__....... � . � _ ...� -. STA: 25+57.55"1 'RT-� 30, Z SAWC T LINE 1' ... - T 36 . ....._ ... � _ . _ __...._...._.___._..._. _.. _ TV 7 77 J ,WW-EDGEDFRA.lZM ll.! ' EDGE OFPAVE�G✓ENT _... , ; w Lu 10 21 LEGEND 2 2 WCbm N __..F= Am Wlf3LE KOA O M. . . . ...... f. WIBLE ROAD 52 N 00°36'02" E LLJ g �-�• J SAWCUTLINE 1% - - -- -� - .� _,_� STA: 32+16.32 "28'RT 30, T JkT % _.__..._ ... . ,� END CONSTR UCTION _ _ _ _ _ . V _':�— — --------- MATCHEXIS7 YNG ~ m J.t' Q _� T% ..._ _ T W.-- ......._._....__.._ � ...� ��E rr'EDGE"OF�Ai�Eh�.'�iT -�•-- .�...�,_ '-~.. � _. . .. 10 -- 2 Wlf3L E ROAD CONSTRUCTION PLAN CITY OF BAKERSFIELD, CALIFORNIA I f�,UBLIC WORKS DEPARTMENT File Nome.• Wible_Berkshire_Panama_2_5_13 Drawn: K BOLAND Job No.: T1K221 Engineer: N. GREWAL Date: Mar. 14, 13 Checked By.- ASPHALT CONCRETE TO BE PLACED. SEE ROADWAY SECTIONS ON SHEET' 2. CONSTRUCT/ON NOTES 1❑ CONTRACTOR SHALL RELOCATE EXISTING PPB AS SHOWN ON THE PLANS. CONTRACTOR SHALL MODIFY THE CONDUITS AND CONDUCTORS ASSOCIATED WITH THESE SIGNAL POLES. LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 2❑ CONTRACTOR SHALL RELOCATE EXISTING MAILBOX AS SHOWN ON THE PLANS LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. �3 CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS WHERE SHOWN ON THE PLANS LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 4 CONTRACTOR SHALL REMOVE A/C DIKE. �5 CONTRACTOR SHALL REMOVE EXISTING A/C DIKE AND CONSTRUCT NEW A/C DIKE TO MATCH NEW PLACEMENT AS SHOWN ON THE PLANS. © CONTRACTOR SHALL REMOVE EXISTING BOLLARDS AS SHOWN ON THE PLANS. Q7 CONTRACTOR SHALL INSTALL NEW SIGNS ON EXISTING SIGN POST. ® CONTRACTOR SHALL RESTORE ACCESS TO PROPERTY A T END OF EACH DA Y. n9 CONTRACTOR SHALL INSTALL NEW TYPE C DETECTOR LOOP. SPLICE TO EXISTING DLC IN ADJACENT PULL BOX. 10 UTILITY LINES WERE RELOCATED UNDERGROUND DURING DESIGN OF THE PROJECT. LOCATIONS SHOWN ARE APPROXIMA TE ONL Y. STREET IMPROVEMENTS ON WIBLE ROAD BERKSHIRE ROAD TO PANAMA LANE SHEE T NO. 3OF4 0 1 2 3 0 Z Q J O m Y m Y 52 m 0 W F- O J m O O N O N s U d T 0 70 L 3 M I I N I a 0 c 0 m I a� L a� m I Q) 3 / a 0 0 m c Q) 0 a E U) N N CDY H N I O 0 N Z W W Z_ Z W I 0 0 J / 974 250 SF 12' 1 O 11 I EN v N z Lu AL Z 18 19 20 I ["7 � 12' O Z � o O o QQ a0 W v, W Z cO V Lu Lu0 41 12 697LF 3 1S - - 12'4 — -�5 814 SF 1 J -' a Q O 697LF 4 O 6 'Q m W uj QRpFESS/ON k� gEAN q� REGISTERED Cl VIL ENGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE q�F C1V�L BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 471 / / N MWYEDISON CANAL Lu Zt 25 24 1 Uj Ell 1400 SFaQ 12' 1200 LF 3J — J 1200 LF 4 _----~~....... ��_........_..____.__................_._.�___. � � O 61 61 LQ — _ 6' Q q0 LuO ARWYEDISON CANAL 1 € _ R Ku 4. NSI --D 292 LF 3 41 (a— .°S1 S2 41 �- 12,1 J - ._... _ — — 1 422 SF 6' 273 LF 4 7 a' CITY OF BAKERSFIELD, CALIFORNIA WORKS DEPARTMENT Name.- Wib/e_Berkshire_Ponomc-2-5-13 Drawn: K BOLAND i No.: T1K221 Engineer: N.GREWAL te: Mar. 14, 13 Checked By.- Z}? SIGNAGE AND STRIPING NOTES: 1� CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL DETAIL 9 (PAINT) O4 INSTALL DETAIL 39 (PAINT) O5 INSTALL BIKE LANE MARKINGS (WHITE PAINT, 14 SF EA.) O6 INSTALL R81(CA) SIGN OVER R81(CA) SIGN PER CITY STANDARD T-2. O7 INSTALL R7-9 SIGN PER CITY STANDARD T-2. O8 INSTALL 4- SOLID WHITE STRIPE (PAINT) Wlf3LE ROAD SIGNAGE AND STK/PING PLAN STREET IMPROVEMENTS ON WIBLE ROAD BERKSHIRE ROAD TO PANAMA LANE G s SHEE T NO. 4 OF 4 1 2 3