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HomeMy WebLinkAbout6.1-1715 Record DrawingCITY OO F BA ; ERSFIELDLIST OF DRA WINCS SHEET i TITLE SHEET STREET IMPROVEMENTS ON WIBLE ROAD.Aff SHEET 2 DETAILS &SECTIONS SHEET 3 STREET— CONSTRUCTION PLAN SHEET 4 STRIPING PLAN BERKSHIREROAD TO PANAMA LANE PROJECTNUMBER: TIK221 R TIF NO: B442 CITY STANDARDS T—], T-2, T-3 STATE STANDARDS A20A, A208, A20D, A24E CONVENTIONAL SYMBOLS M.H. MANHOLE P.P. _w POWER POLE FOD EXI S TING MONUMEN T W.V. N WATER VALVE G.M. ® GA S ME TER G.V. Da GAS VAL VE EASEMENT -- - - - -- - ---- - --- - -- - - -- -- - - --- -- EXIST CURB do GUTTER ITEM RIGHT—OF—WAY UNIT OF MfASURE EXIST A. C. FL0WLINE AL ------------------------------------------------------- CENTERLINE 2636 EXIST. EDGE OF PA VEMENT PAVEMENT MARKINGS (PAINT) RAILROAD ,TRACKS SF GUARD RAIL 2189 LF CHAIN LINK FENCE 2189 IMPROVEMENTS x 100 UTILITY SYMBOLS PANA A LANE EXIST WA TER LINE S EXIST SEWER LINE W EXIST GAS LINE SD EXIST STORM DRAIN G OH EXIST AERIAL EXIST UNDERGROUND FT E E LINES POWER LINE EXIS T UNDERGROUND T EXIS T UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 M.H. MANHOLE P.P. _w POWER POLE FOD EXI S TING MONUMEN T W.V. N WATER VALVE G.M. ® GA S ME TER G.V. Da GAS VAL VE LOCAT70N MA NO T TO SCALE FINAL PAY QUAN2"ITIES ITEM STIMATED QUANTITY UNIT OF MfASURE ROADWAY EXCAVATION AL CY REMOTE TRAFFIC STRIPING 2636 SF PAVEMENT MARKINGS (PAINT) 96 SF DETAIL 9 (PAINT) 2189 LF DETAIL 39 PAINT 2189 LF TRAFFIC STRIPE 4" SOLID WHITE PAINT 100 1 LF PANA A LANE E; FT E R R 4 r- ECT k -TION � N w — H05K/N VEN E � 0LT-1— i L0 W _. m I 7 LOCAT70N MA NO T TO SCALE FINAL PAY QUAN2"ITIES ITEM STIMATED QUANTITY UNIT OF MfASURE ROADWAY EXCAVATION 7737 CY REMOTE TRAFFIC STRIPING 2636 SF PAVEMENT MARKINGS (PAINT) 96 SF DETAIL 9 (PAINT) 2189 LF DETAIL 39 PAINT 2189 LF TRAFFIC STRIPE 4" SOLID WHITE PAINT 100 1 LF Job No.: T1 K221 File Path: K:\LDD—ENGINEERING 2010-2011\T1K221 Street Improvements on Wible Road\dwg File Name: Wible—Berkshire—Panama-2-5-13.dwg PROJECT LENGTH f 0.50 MILES QRpFESS/pNq DEAN R9� FSG' 2 (: Q= �, � � C 46803 y� Exp.6-30-13 C/ F �F CA`�FO Q-0 R_JD D I NIBS r rode/11 R F11 4 2_6I APP,ROVEO 8 Y. RAIX M. ROJAS, R.C.E. 39880—,EXPIRES 12-31-13' DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY. ASSISTANT PUBLIC WORKS DIRECTOR DATE CIVIL F INEER IV DESIGN ENGINEERING DATE ' e ice.- --- 3//S-/1,3 TRAFFIC ENGINEERING DATE STREET IMPROVEMENTS ON W/BLE ROAD NO 1 OF BERKSHIRE ROAD TO PANAMA LANE s' / 4 yi SHEETS 0 1 2 3 0 0 z Q J 0 m Y ry Y m 0 W 0 J 0- n n 0 0 N 0 N d' U a 0 3 LI NI 01 0 a I a� L m 01 0 0 m c 0 c a� E 0 L E N N Y / 0 N I 0 0 N 0 z Of w W z CD z W I J 9� r R� i R� � 55 ss � 30' 2 � 1'SAWCUT EXISTING DETAIL VARIES VARIES 31 PON— VARIES 2% i �-- EXISTING PAVEMENTS a o - � 0.45'A. C. —�j 0.55'A.B. 1.50'NATURAL GROUND COMPACTED TO 95% M9X RELATIVE DENSITY. STA. 10+14.90 TO STA. 20+40.J2 N TS S TA.' 21+ 7.78 TO S TA. 21+ 84.20 STA. 2J+17.76 TO STA. 27+J6.45 VARIES �,� -- EXISTING PAVEMENT O VARIES U0.4 A/C � VARIES DIKE \^ EXISTING PA VEMENTA 045"A C --/ 0.55'A.B. 1.50'NATURAL GROUND COMPACTED TO 95961 MAX RELATIVE DENSITY. 11:1 i . . Ap • . STA. 27+J6.45 TO STA. 28+70.08 R1W S5' I 55' I MA 30' fAC br-izv Q w EXISTING P SAWCUT DETAIL AIC VARIES „ 38 DIKE 2% ' 4 VARIES 5 /�- O �� EXISTING PAVEMENT Ll � o w 2 m N TS O CONSTRUCT/ON NOTES CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHAL T CONCRETE PA VEMEN T I' MINIMUM FROM THE EXISTING EDGE OF PAVEMENT, EXCAVATE TO DEPTH OF 2.50 FEET,• 1.50 FEET COMPACT NA TI VE TO 959 RELA TI VE COMPACTION, AND BACKFILL WITH 0.55 FEET OF CLASS lI REGISTERED— CI ENGINEER QROFESS 1p1 DEAN �, 9�� C 46803rn * Exp. 6-30-13 AGGREGA TE BASE, COMPACTED TO 959 RELA TI VE COMPACTION, AND THEN CAP WITH 0.45 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT. CITY 1501 BAKERSF OF BA KER SF/ EL D TRUX TUN AVENUE IEELD, CA 93301 OF CAk�F 0 4' WIDE SHOULDER GRADED AT 2.09 AWAY FROM NEW EDGE OF PAVEMENT, AND VARYING WIDTH 4. 1 TIE—IN. REVISIONS No. DA TE DESCRIP TION CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NA TI VE MA TER/AL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 909 RELA TI VE COMPACTION. O3 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT FROM PAVED ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 959 RELATIVE COMPACTION, AND BACKFILL WITH 0.55 FEET OF CLASS If AGGREGA TE BASE, AND COMPACT TO 959 RELA TI VE COMPACTION, AND THEN CAP WITH 0.45 FEET TYPE "A" ASPHAL T CONCRETE. 4 O EXISTING MEDIAN ISLAND. SEE PLANS FOR LOCATIONS O CONTRACTOR SHALL REMOVE EXISTING A/C DIKE. Ga 30' uma VARIES ` IV/ _v—- EXISTING PAVEMENT W w 2 I'SAWCUT VARIES 2% O i 0.45'A.C.—J� 0.55'A.B. 1.50'NATURAL GROUND COMPACTED TO 95016MAX RELATIVE DENSITY. WIBLE ROAD � ROADWAYSECTION. STA. 30-21.96 TO STA. 32-16..32 NTS 0.45A. C. —��j 0.45'A.C. 0.55'A.B. 0.55'A.B. 1.50'NATURAL GROUND COMPACTED TO 1.50'NATURAL GROUND COMPACTED TO LEGEND 95% MA RELATIVE DENSITY. 95% MAX RELATIVE DENSITY 0.45' TYPE "A" ASPHALT CONCRETE WIBLE ROAD WIBLE ROAD 0.55' CLASS 2 AGGREGATE B ROADWAYSECTION © ROADWAY SECT/ON ° 2 STA. 20-40.,32 TO STA. 20-88.95 NTS 2 STA. 28-70.08 TO STA. .30+21.96 NTS 1.50' NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION. 2150 File Name:Wib/e_Berkshire_Panama_2_5_13 Drawn: K BOLAND STREET IMPROVEMENTS ON WISLE ROAD SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K221Engineer: N.GREWAL Date: Mar. 14, 13 Checked By. 1> p BERKSHIRE ROAD TO PANAMA LANE -DETAILS SECTION 2 OF 4 0 1 2 3 0 z Q J 0 m Y CC) 0 w F- F - 0 -- 0 J 0) 3 U -)I I (N I 0 E C a n I s U) (D m I 0) 3 0 O O .n 0 U) C Q) aEi 0 Q- E E a� V) N N Y 0 N I 0 0 N z w w z z w I Li0 J 104 STA: 10+14.90,717'RT 5' V Y, m - TV 12 IN - _ TV uj W __ w �_ .....____..._._.. MOLE ROAD wy N 00VW02" E SAWCUTLINE 4j LI-IEXIMNG EDGE OF PA VEMENT _..._._�.._�_..__. 30 . .... . .. ... .. . .... ... . Y _ _ Z Q Q W NEWEDGEOFPAVEMENT M TV -� TV -� _ TV_...._. W 'W ARVIALA MnAI GENERAL NOTES ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S QRpf ESS IOt AN k 3�Is" azo REGIS FRED CLV—ZQ ENGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD q C/Vk� 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIP TION N � � t LLI W15L 24 3+17.76"18'RT SAWCUTLINE11 STA: Z5+S7.55"1 'RT 30' . I SAWCUT LINE 1' Z J T -- �L 77r, 11 WN V O r �W ...... AWWEDGF-0FPA-UEMENTW-__-.._..-.. - TVT�. _ iq5 W - ii - _ TV � � � Uj Uj W4L W15LE KOA 0 �C _W • - ,1" iE WIBLE ROAD 52 N 00°3 '02" E � W SAWCUT LINE `J L:I T T — STA. 32+16.32 "28'RT ..�... .. _.. 30 % END CONSTR UCTION m- _ MATCHEXISTING QW ...- Tv _ _. M TV f W_, _� .w� - �_ �zF�W EDGE ®SRAV ME1� 10 -- � 2 Wlf3LE ROAD CONSTRUCTION PLAN CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT -J File Name: Wib/e-Berkshire- Pon ama-2-5-13 Drawn: K BOLAND Job No.: T1K221 Engineer: N.GREWAL Date: Mar. 14, 13 Checked By D P CONSTRUCTION NOTES 10 CONTRACTOR SHALL RELOCATE EXISTING PP8 AS SHOWN ON THE PLANS. CONTRACTOR SHALL MODIFY THE CONDUITS AND CONDUCTORS ASSOCIATED WITH THESE SIGNAL POLES. L OCA TION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. Q2 CONTRACTOR SHALL RELOCATE EXISTING MAILBOX AS SHOWN ON THE PLANS. LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD F3 CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS WHERE SHOWN ON THE PLANS LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. ® CONTRACTOR SHALL REMOVE A/C DIKE. M 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 I7 CONTRACTOR SHALL INSTALL NEW SIGNS ON EXISTING SIGN POST. ® CONTRACTOR SHALL RESTORE ACCESS TO PROPERTY AT END OF EACH DAY. Q9 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 APPROX/MA TE ONLY STREET IMPROVEMENTS ON WIBLE ROAD BERKSHIRE ROAD TO PANAMA LANE SHEE T NO. 30F4 0 1 2 3 0 z 0 m Y LLJ F— F- 0 n Ln N I 0 E 0 CL (D m I a) -0 0 0 0 C: 0 (D E a) O E LO N Y 0 CN O Co Z_ ry W W z 0 z Lu I Li p 250 5F 100LF 90 92 12' In Z 0 LQ QRpFESS/ON AN -3 REGI STED CL�V/L GINEER C 46803 Exp. 6-30-13 CITY OF BAKERSFIELD C/v� 1501 TRUXTUN AVENUE OFF C BAKERSFIELD, CA 93,301 REVISIONS No. DATE I DESCRIP TION 171 // 471 / / N WWCANARYEDISOL14 - lui rc- z �......_...._............ ...... - - - - ------ - . ..... 140 19 20 21 22 -uj 0,99 =;29= 12f 12 u i Ll O_L 1400 SF 12 1200 LF 3z J. . ..... Q�Qm O7o A -T ��W��m„W. ...... . . ....... . . . ....... 20� LF� 61 -7 uj 6? V� 6f �ul . ... ... uj AR VIYEDISON CANAL W Z----- - .. ...... .. . NSI 292 LF 3 52 uj - -- J+ m 12 :Z J+ S 1 422 SF 121 �,7 0 Al 61 273 LF 4 O `" " CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Nome.• Wible-Berkshire-Pan ) No,: TlK221 te: Mar. 14, 13 IJ Drawn: K BOLAND Engineer: N.GREWAL Checked By 'D P SIGNAGE AND STRIPING NOTES: O CON TRA C TOR SHALL REMO VE CONFLICTING PA VEMEN T MARKING/STRIPING AS INDICA TED ON THE PLANS OZ INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL DETAIL 9 (PAINT) O4 INSTALL DETAIL 39 (PAINT) O5 INSTALL 61KE LANE MARKINGS (WHITE PAINT 14 SF EA.) O6 INSTALL-'WCA) SIGN OVER R81(CA) SIGN PER CITY STANDARD T-2. O INSTALL R7-9 SIGN PER CITY STANDARD T-2. O8 INSTALL 4- SOLID WHITE STRIPE (PAINT) WlBLE LOAD 010NA0E ANLl 0TK1PIN0 PLAN STREET IMPROVEMENTS ON WISLE ROAD BERKSHIRE ROAD TO PANAMA LANE x SHEET NO. 4 OF 4 1 2 3