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HomeMy WebLinkAbout6.1-1696 Record DrawingLIST OF DRAWINGS SHEET 1 TITLE SHEET x� V� lsA N�������� SHEET 2a -26 DETAILS &ROADWAY SECTIONS SHEE 3 - 4 CONSTRUCTION PLANS SHEET 5 - 6 STRIPING PLANS BENCHMARK STREET WIDENING,AV BUENA VISTA ROAD MONUMENT AT THE CENTERLINE /NTERSECTION OF BUENA VISTA ROAD AND SOL TIERRA PLACE, AT STA. 48+39.44. VISTA RIDGE DR/VE TO WHTE LANE ELEV= 364.99 BASIS OF BEARING. THE CENTERLINE OF BUENA VISTA ROAD BETWEEN SOL TIERRA PLACE AND WHITE LANE NORTH 000 57' 45" EAST WAS USED AS THE BASIS OF BEARING. CITY STANDARDS T-1 (07/9 7), T- 2 (07/9 7), T- 3 (0 7/9 7), T- 5 (07/9 7) STATE STANDARDS A20A, A20B, . A20D, A24A, A24C, ES -4A, ES -4B, ES -4C, ES -4D, ES -5A1 ES -5B, ES -5C, ES -5D, ES -7B, ES -7M, ES -11 CONVENTIONAL SYMBOLS F.H. o MANHOLE FIRE H YDRAN T P.P. W.M. AV POWER POLE n WATER METER W.V. "s EXISTING MONUMENT N WATER VALVE G.M. ❑� FU TURF MONUMEN T ® GA S ME TER 3 S.L. V STREET LIGHT N GAS VALVE STREET LIGHT W/MAST ARM -Q� BENCHMARK C.O. CLEAN OUT mm�- AUTO SCOPE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES EA SEMEN T — — — — , — — — . EXIST CURB & GUTTER -- RIGHT-OF-WAY --------------- EXIST. A. C. FL0WLINE — CEN TERL INE - '�= - - - '�= - - - '�= - EX/ S T. EDGE OF PA VEMEN T LF RAILROAD TRACKS 928 GUARD RAIL X CHAIN LINK FENCE LF /MPRO VEMEN TS 522 UTILITY SYMBOLS 225 W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND SF LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F.H. o MANHOLE FIRE H YDRAN T P.P. W.M. AV POWER POLE n WATER METER W.V. "s EXISTING MONUMENT N WATER VALVE G.M. ❑� FU TURF MONUMEN T ® GA S ME TER 3 S.L. V STREET LIGHT N GAS VALVE STREET LIGHT W/MAST ARM -Q� BENCHMARK C.O. CLEAN OUT mm�- AUTO SCOPE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS EAR THWORK (ROAD WA Y EXCA VA TION) 44)6 0 SF Cy TRAFFIC STRIPE (DETAIL 8) , 402 LF TRAFFIC STRIPE (DETAIL 28) 673 LF TRAFFIC STRIPE (DETAIL 38A) 928 LF TRAFFIC STRIPE (DETAIL 39) 4, 667 LF TRAFFIC STRIPE (DETAIL 40) 522 LF PA VEMEN T MARKINGS (TYPE IV ARROW) 225 SF PA VEMEN T MARKINGS (TYPE Vl ARROW) 126 SF PA VEMEN T MARKINGS (STOP BAR/CROSSWALK -WHITE') 24 SF PAVEMENT MARKINGS (STOP BAR/CROSSWALK "YELLOW') 501 SF PAVEMENT MARKINGS (BIKE LANE SYMBOL AND ARROW) 42 SF STATE OF CALIFORNIA RECORD G FIELD NOTE INFORMATION ADDED -r OV.% I -x - Meyer Cavil Engineenng, Inc. Date © PRE-EMPTION DEV/CE Job No.: T11<224 Path: C:\LOWEBOY\Project Drawings\10-11 Projects File Name: BV— Widening— 2012-020312.dwg 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 QRpFESS/pNq <ZO pEAN R F Lu Q �, Of C 46803 * Exp. 6-30-13 C / V OF CA�� 0.73 MILES O 1 2 3 NQ(, IZ-t1- I1� W z Q w ■Q Q QGRADING DAYLIGHT V) co 0 w �-- 0 o_ 0 d - I I n _m 00 N N 0 N 0 L a� E Q a� U) a 0 .0 L F a� 0 U) 3 0 L 0 z I c E Q m a 0) c a� a a c a� 0 m d - N N `S 0 N I 0 0 N C) z w w z 0 z w i 0 0 J �3 WIDE x 2 DEEP x 4 INCH DIAMETER AT&T CONDUITS APPROX/MA TEL Y 10 TO 15 FEET WESSTA. OF 40+20XI THERE IS ANOF PA VEMEN T A T ANGLE POINT IN THE CONDUITS. AT STA. 41+20 THERE /S ANOTHER ANGLE POINT, AND THE CONDUITS REMAIN APPROXIMA TEL Y 15 TO 17 FEET WEST OF EXISTING EDGE OF PA VEMENT. FROM STA. 42+60 TO STA. 60+00, DEPTHS TO THE TOP OF THE CONDUITS VARIES FROM 3.00 TO 1.40 FEET DEEP. BUENA VISTA ROAD ROADWAY SECTION STA. 40+88 TO STA. 43+58 3z VARIES � �J 2.0% W 2.0% 3 EXISTING PAVED 2.0% PA VEMENT ENTRANCE 28+DO N o NOT TO SCALE VARIES 58.5' to 58.2' - 37.50' VARIES :--j EXISTING PA VEMENT W 'Q I El �3 WIDE x 2 DEEP x 4 INCH DIAMETER AT&T CONDUITS APPROX/MA TEL Y 10 TO 15 FEET �11 WEST OF EXISITNG EDGE OF PA VEMENT. A T BUENA VISTA ROAD ROADWAY SECTION STA. 40+50 TO STA. 40+90 NOT TO SCALE C/7 Y OF BA KERSFIEL D, CALIFORNIA VARIES 55' to 94' I >- 37.50' o L VARIES ? EXIS E.G. Lai;TING _ ...,.: GRADING DAYLIGHT PAVEMENT III NEW F.G. -III �,► :cn � ... � .�,,�' �M�....,_..�.� w vtv q.1 =III T/�►� . ^ w..:' _.`,: ... ; . 3 WIDE x 2 DEEP x 4 INCH T M IV_ -A A T& T CONDUITS APPROX/MA TEL Y WEST OF EXISI TNG EDGE OF PA VEMENT BUENA VISTA ROAD rfb� ROADWAY SECTION STA. 39+58 TO STA. 40+54 NOT TO SCALE VARIES 55' to 94' I 37.50' I �I 0 �1r GRADING DAYLIGHT E.G. ..�....�...I .,,,.� II 3 WIDE x 2 DEEP x 4 IN DIAME ER� A T&T CONDUITS APPROX/MA TEL Y 8' WEST OF EXISI TNG EDGE OF PAVEMENT BUENA VISTA ROAD A ROADWAY SECTION STA. 23.45.14 TO STA. 39+58 PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: BV- Widenin-Norrowed Sho &uwn: S. LOWE Job No.: TIK224 Engineer. S. LOWE Date: Sep. 6, 12 Checked By. REVISED CROSS SLOPE TABLE VARIES CROSS SLOPE 24+00 2.0% :z 2.0% EXISTING 2.0% PA VEMENT 2.0% 28+DO 2.0% 28+50 3.3% 29+00 3.3% 30+00 ..�....�...I .,,,.� II 3 WIDE x 2 DEEP x 4 IN DIAME ER� A T&T CONDUITS APPROX/MA TEL Y 8' WEST OF EXISI TNG EDGE OF PAVEMENT BUENA VISTA ROAD A ROADWAY SECTION STA. 23.45.14 TO STA. 39+58 PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: BV- Widenin-Norrowed Sho &uwn: S. LOWE Job No.: TIK224 Engineer. S. LOWE Date: Sep. 6, 12 Checked By. REVISED CROSS SLOPE TABLE STA TION CROSS SLOPE 24+00 2.0% 25+00 2.0% 26+00 2.0% 27+00 2.0% 28+DO 2.0% 28+50 3.3% 29+00 3.3% 30+00 3.3% 30+50 2.0% 31+00 2.0% 32+00 2.0% 32+70 2.0% 33+00 TRANSITION 33+20 TRANSITION 34+00 1.7% 34+56.60 1.7% 36+08.57 3.5% 37+00 3.5% 38+00 3.5% 39+00 3.5% 40+00 3.5% 41+00 3.5% 42+00 3.5% 43+00 3.5% 43+75 3.5% 44+00 TRANSITION 44+75 TRANSITION 45+00 2.5% 46+00 2.5% 46+25 2.5% 46+75 TRANSITION 47+00 2.0% 48+00 2.0% 48+45 2.0% 49+00 TRANSITION 49+45 TRANSITION 50+00 1.5% 50+45 1.5% 51+00 TRANSITION 51+45 TRANSITION 52+00 2.0% 53+00 2.0% 54+00 2.0% 54+15 2.0% 54+65 TRANSITION 55+00 2.6% 55+59.82 2.6% 55+65 2.6% 56+00 TRANSITION 56+15 TRANSITION 57+00 2.0% 58+00 2.0% 59+00 2.0% 60+00 2.0% 61+00 2.0% 61+86.25 2.0% 03 2' 1.75' 2.5' PA VEMEN T MARKINGS (WHITE) PER STANDARD 7► PLAN A24A �6 0 0 PA VEMEN T MARKINGS (WHITE) PER STANDARD, PLAN A24C 3.33' DETAIL 39 BIKE LANE PAVEMENT MARKING DETAIL NOT TO SCALE ,n CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT I' MINIMUM FROM THE EXISTING EDGE OF PAVEMENT, RG6=6 "'"T"''7 *AND BACKFILL COMPACTNATIVET095% WITH 0.55 FEET OF CLASS II AGGREGATE BASE, RELATIVE COMPACTION, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.25 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. OVE,j¢ 1. S ' to T%-tE 2 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT FROM PAVED ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, RR9GF RG6�= COMPACTNATIVET095%RELATIVECOMPACTION, NATIVE AND BACKFILL WITH 0.42 FEET OF CLASS 11 AGGREGATE BASE, AND COMPACT TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.25 FEET TYPE "B" ASPHALT CONCRETE. 4 EXISTING MEDIAN ISLAND. SEE PLANS FOR LOCATIONS. OSHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF RECORD WING PAVEMENT, AND VARYING WIDTH TIE-IN. CONTRACTOR �/,u�j SHALL EXCAVATE SHOULDER TO 8 FEET LEFT OF EDGE FIELD NOTE INFORMATION ADDED � OF NEW PAVEMENT FROM STA. 40+88 TO STA. 42+50, AND SHALL EXCAVATE SHOULDER 12 FEET LEFT OF EDGE OF NEW PAVEMENT FROM STA. 42+50 TO STA. 43+58. 4 CONTRACTOR SHALL EXCAVATE TIE-IN TO 2 FEET RIGHT OF THE RIGHT OF WAY LINE. CONTRACTOR SHALL COMPACT'""' �,- Cb- �Z SHOULDER AND TIE-IN TO 90% RELATIVE COMPACTION. Mayer Civil Engmeenng, Inc. Date DETAIL✓ ANO 90AOWAY ,SECTIONS STREET WIDENING= BUENA VISTA ROAD SHEET NO. VISTA RIDGE DRIVE TO WHITE LANE - 20 OF 6 0 1 2 QRpF ESS IO/V 11D AN REGISTERED Cl VIL ENGINEERw C 46803 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXNCAVENUE qTF OFI BAKERSFIELD,VI 93301 REVISIONS No. DA TE DESCRIP TION 1 05/03/12 REVISED WITH ADDENDUM No. 1 2 08/08/12 REVISED DURING CONSTRUCTION 3 08/31/12 REVISED DURING CONSTRUCTION 4 09/06/12 REVISIONS MADE TO AVOID CONFLICTS WITH AT&T CONDUITS 2' 1.75' 2.5' PA VEMEN T MARKINGS (WHITE) PER STANDARD 7► PLAN A24A �6 0 0 PA VEMEN T MARKINGS (WHITE) PER STANDARD, PLAN A24C 3.33' DETAIL 39 BIKE LANE PAVEMENT MARKING DETAIL NOT TO SCALE ,n CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT I' MINIMUM FROM THE EXISTING EDGE OF PAVEMENT, RG6=6 "'"T"''7 *AND BACKFILL COMPACTNATIVET095% WITH 0.55 FEET OF CLASS II AGGREGATE BASE, RELATIVE COMPACTION, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.25 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. OVE,j¢ 1. S ' to T%-tE 2 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT FROM PAVED ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, RR9GF RG6�= COMPACTNATIVET095%RELATIVECOMPACTION, NATIVE AND BACKFILL WITH 0.42 FEET OF CLASS 11 AGGREGATE BASE, AND COMPACT TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.25 FEET TYPE "B" ASPHALT CONCRETE. 4 EXISTING MEDIAN ISLAND. SEE PLANS FOR LOCATIONS. OSHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF RECORD WING PAVEMENT, AND VARYING WIDTH TIE-IN. CONTRACTOR �/,u�j SHALL EXCAVATE SHOULDER TO 8 FEET LEFT OF EDGE FIELD NOTE INFORMATION ADDED � OF NEW PAVEMENT FROM STA. 40+88 TO STA. 42+50, AND SHALL EXCAVATE SHOULDER 12 FEET LEFT OF EDGE OF NEW PAVEMENT FROM STA. 42+50 TO STA. 43+58. 4 CONTRACTOR SHALL EXCAVATE TIE-IN TO 2 FEET RIGHT OF THE RIGHT OF WAY LINE. CONTRACTOR SHALL COMPACT'""' �,- Cb- �Z SHOULDER AND TIE-IN TO 90% RELATIVE COMPACTION. Mayer Civil Engmeenng, Inc. Date DETAIL✓ ANO 90AOWAY ,SECTIONS STREET WIDENING= BUENA VISTA ROAD SHEET NO. VISTA RIDGE DRIVE TO WHITE LANE - 20 OF 6 0 1 2 w 0 J w z Q V) m 0 w 0 1 CL 0 d- 11 m 00 N (5; L0 N N 0 (N 0 0- Q) U) L L 0 a� 0 L a z I C a� I m C C 0 0 0 C (D m N N i / 0 N I 0 0 N z w w z C z w I 0 D J / 04 4 FEET FROM EDGE OF PA VEMENT TO HINGE POINT SOIL ST, GRADING DAYLIGHTA �- NEW FINISHED GRADE SOIL STABILIZER SHALL BE ENWROTAC OR EQUAL. CONTRACTOR SHALL APPLY SOIL STABILIZER PER gyp' MANUFACTURERS INSTRUCTIONS AND WIDTH OF APPLICATION SHALL BE 4 FEEY MINIMUM FROM NEW EDGE OF PA VEMENT. 0 �I GRADII 3 WIDE x CONDUITS APPROXIMA TEL Y 15' FEET WEST OF EXISI TNG EDGE OF PA VEMENT. BUENA VISTA ROAD ROADWAY j=17"ru"w SOIL STABILIZER DETAIL '•sTA. ,12.+5o To STA. teo+op NOT TO SCALE STA. 44+70 TO STA. 60+00 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA VARIES 55' to 94' 1 VARIES 33.50' TO 43.17' o - VARIES .:. •., EXISTING E.G. GRADING DAYLIGHT--� o ''' PAVEMENT = f ? n f' ; 3 WIDE x 2 DEEP x 4 INCH DIAMETER AT&T� CONDUITS APPROXIMA TEL Y 15' FEET WEST OF EXIST TNG EDGE OF PA VEMENT. BUENA VISTA ROAD F ROADWAY SECTION .sr s z ,51A. 4,3+92 TO STA. 44+70 (33.50 FEET TO NEW EP) NOT TO SCALE STA. 60+00 TO STA. 61+86.25 (43.17 FEET TO NEW EP) EXISTING PA VED ENTRANCE1 zg 3 0 55' � I 37.50' VARIES ..,.✓i �M w ..,.._......Y ,... _ I- 3 WIDE x 2 DEEP x 4 INCH DIAMETER A T&T� 1'" CONDUITS APPROXIMA TEL Y 15' FEET WESTOF EXISI TNG EDGE OF PA VEMENT. BUENA VISTA ROAD (&4_l5X5W;X SEC T/ON .51A. 4J+50 TO STA. 43+90 PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: 8V- Widen ing -Norrowed Sho 6Mwn: S. L0WE Job No.: T1K224 jEngineel S. LOWE Dote: Sep. 6, 12 Checked By. REVISED CROSS SLOPE TABLE .k CROSS SL OPE 4 2.0% 25+00 EXISTING ; W F.G. :j .� :�`w PAVEMENT (I' ;mm?=i f 2, 0% 28+50 3.3% 29+00 3.3% 30+00 3.3% 30+50 ..,.✓i �M w ..,.._......Y ,... _ I- 3 WIDE x 2 DEEP x 4 INCH DIAMETER A T&T� 1'" CONDUITS APPROXIMA TEL Y 15' FEET WESTOF EXISI TNG EDGE OF PA VEMENT. BUENA VISTA ROAD (&4_l5X5W;X SEC T/ON .51A. 4J+50 TO STA. 43+90 PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: 8V- Widen ing -Norrowed Sho 6Mwn: S. L0WE Job No.: T1K224 jEngineel S. LOWE Dote: Sep. 6, 12 Checked By. 61+86.25 2.0% ,00 SS/pN pEAN ���JlZ_ REGIS RE / ENGINEERry C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE ATF CI BAKERSFIELD, CA 93301 OF CAlll_\F REVISIONS No. DA TE DESCRIP TION ,l, 05/03/12 REVISED WITH ADDENDUM No. 1 08/08/12 1 REVISED DURING CONSTRUCTION 08/31/12 REVISED DURING CONSTRUCTION 09/06/12 REVISIONS MADE TO AVOID CONFLICTS WITH AT&T CONDUITS OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT I' MINIMUM FROM THE EXISTING EDGE OF PAVEMENT, EXCAVATE TO DEPTH OF 1.00 FEET, PRGGr R91=6 -HAT -;SAND BACKFILL * COMPA C T NA T1 VE TO 95% WITH 0.55 FEET OF CLASS II AGGREGATE BASE, RELATIVECOMPACTION, COMPACTED TO 950/o RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.25 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. 1 2 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT FROM PAVED ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, RR^^F�' COMPACTNATIVET095%RELATIVECOMPACTION, "'�, AND BACKFILL WITH 0.42 FEET OF CLASS II AGGREGATE BASE, AND COMPACT TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.25 FEET TYPE "B" ASPHALT CONCRETE. 4 EXISTING MEDIAN ISLAND. SEE PLANS FOR LOCATIONS. 5 SHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF RECORD PAVEMENT, AND VARYING WIDTH TIE-IN. CONTRACTOR 1G1/ 11\� SHALL EXCAVATE SHOULDER TO 8 FEET LEFT OF EDGE ^� FIELD NOTE INFORMATION ADDED ^� OF NEW PAVEMENT FROM STA. 40+88 TO STA. 42+50, AND SHALL EXCAVATE SHOULDER 12 FEET LEFT OF EDGE OF NEW PAVEMENT FROM STA. 42+50 TO STA. 43+58. '4 CONTRACTOR SHALL EXCAVATE TIE-IN TO 2 FEET RIGHT OF THE RIGHT OF WAY LINE. CONTRACTOR SHALL COMPACT SHOULDER AND TIE-IN TO 90% RELATIVE COMPACTION. Meyer GVII Engineenng, Inc. Data STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE SHEET NO. 2b OF 6 0 1 2 3 REVISED CROSS SLOPE TABLE STA TION CROSS SL OPE 24+00 2.0% 25+00 2.0% 26+00 2.0% 27+00 2.0% 28+00 2, 0% 28+50 3.3% 29+00 3.3% 30+00 3.3% 30+50 2 0% 31+00-2.0% 32+00 2.0% 32+70 2.0% 33+00 TRANSITION 33+20 TRANSITION 34+00 1.7% 34+56.60 1.7% 36+08.57 3.5% 37+00 3.5% 38+00 3.5% 39+00 3.5% 40+00 3.5% 41+00 3.5% 42+00 3.5% 43+00 3.5% 43+75 35% 44+00 TRANSITION 44+75 TRANSITION 45+00 2.5% 46+00 2.5% 46+25 2.5% 46+75 TRANSITION 47+00 2.0% 48+00 2.0% 48+45 2.0% 49+00 TRANSITION 49+45 TRANSITION 50+00 1.5% 50+45 1 5% 51+00 TRANSITION 51+45 TRANSITION 52+00 2.0% 53+00 2.0% 54+00 2.0% 54+15 2.0% 54+65 TRANSITION 55+00 2.6% 55+59.82 2.6% 55+65 2.6% 56+00 TRANSITION 56+15 TRANSITION 57+00 2.0% 58+00 2.0% 59+00 2.0% 60+00 2.0% 61+00 2.0% 61+86.25 2.0% ,00 SS/pN pEAN ���JlZ_ REGIS RE / ENGINEERry C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE ATF CI BAKERSFIELD, CA 93301 OF CAlll_\F REVISIONS No. DA TE DESCRIP TION ,l, 05/03/12 REVISED WITH ADDENDUM No. 1 08/08/12 1 REVISED DURING CONSTRUCTION 08/31/12 REVISED DURING CONSTRUCTION 09/06/12 REVISIONS MADE TO AVOID CONFLICTS WITH AT&T CONDUITS OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT I' MINIMUM FROM THE EXISTING EDGE OF PAVEMENT, EXCAVATE TO DEPTH OF 1.00 FEET, PRGGr R91=6 -HAT -;SAND BACKFILL * COMPA C T NA T1 VE TO 95% WITH 0.55 FEET OF CLASS II AGGREGATE BASE, RELATIVECOMPACTION, COMPACTED TO 950/o RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.25 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. 1 2 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT FROM PAVED ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, RR^^F�' COMPACTNATIVET095%RELATIVECOMPACTION, "'�, AND BACKFILL WITH 0.42 FEET OF CLASS II AGGREGATE BASE, AND COMPACT TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.25 FEET TYPE "B" ASPHALT CONCRETE. 4 EXISTING MEDIAN ISLAND. SEE PLANS FOR LOCATIONS. 5 SHOULDER GRADED AT 2.0% AWAY FROM NEW EDGE OF RECORD PAVEMENT, AND VARYING WIDTH TIE-IN. CONTRACTOR 1G1/ 11\� SHALL EXCAVATE SHOULDER TO 8 FEET LEFT OF EDGE ^� FIELD NOTE INFORMATION ADDED ^� OF NEW PAVEMENT FROM STA. 40+88 TO STA. 42+50, AND SHALL EXCAVATE SHOULDER 12 FEET LEFT OF EDGE OF NEW PAVEMENT FROM STA. 42+50 TO STA. 43+58. '4 CONTRACTOR SHALL EXCAVATE TIE-IN TO 2 FEET RIGHT OF THE RIGHT OF WAY LINE. CONTRACTOR SHALL COMPACT SHOULDER AND TIE-IN TO 90% RELATIVE COMPACTION. Meyer GVII Engineenng, Inc. Data STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE SHEET NO. 2b OF 6 0 1 2 3 w O J W z Q m 0 w F- F_ O J O d - I I �r d - N N O N O .n Q) 0- 0 0 -0 U) C_ EXISTING CURB AND GUTTER BEGIN CONSTRUCTIONSTA. 23+45.14-37.50' L T O _ _ _ - _ . _ c*A-T-EH_,AlEW� _--E — - - EXISTING E. P. _. _._.M _.._".....,..... .,_ ..._. BUENA VISTA ROAD BASIS OF BEARING --- - -- CENTERLINE_QF CONSTRUCTION EXISTING MEDIAN V P/ IAY M R./W, _ TOE/APPROXIMA TE GRADING DA YLIGHT 6 D3-1 _._. — STA. 30+ 10.00-37.50' L T 6 Sl -1 & W16-9 EDGE OF PA VEMENT P _ ANEW EDGE OF PAVEMENT �R,IW � ^� TOP/HINGE POINT EXIST/NG EDGE OF PAVEMENT mµTV `-A T& T CONDUIT BANK 5 W 6 03-1 SA WCUT LINE Q Z - - � 41 _ _ _ ._ :�VEXISTING MEDIAN ISLAND _ _. = O VIOTA C�' y 41 :f VISTA RIDGE DRIVE SCALE: 1 " = 40' LEGEND ASPHALT CONCRETE TO BE PLACED. COLD PLANE TO A DEPTH OF 0.20' SEE ROADWAY SECTIONS ON AND RESURFACE WITH 0.20' OF SHEET 2. CLASS "A" ASPHALT CONCRETE. ASPHALT _CQNCRET_E, wTIE-IN. SEE ROADWAY SECTIONS ON --_,,.._........ __.......,_._.._ SHEET 2. NT *-r -n. W. OPEN M& ROAD 3.4 Del?r4k 15;rQ - zI1A710 � � A.T t T t-t.� �-► t 'r , -3 MIP -t o 3 c> I _._, _._._........._. R/W TOP/HINGE POINT PROTECT OH STA. 30+ 10.00,37.50' L T IN PLACE NEW EDGE OF PA VEMENT EDGE _OF PA V_EWffT= TOE/ L' OXlM�9 TE �t4 QlNG DAYLI I T-......� i�, m-� ��_ a - - -� X/STIhIG CBfE-OF A .� T z� �- o, ze 4 «,..: ,� y ,.__...._........... ........... __. _ - �- — �- _ „..... ... .,_......-...— W� _ v R-f�RLIE CENTERLINE OF CONSTRUCTION O EXISTING MEDIAN ISLAND -` W yk----- �_ -255 "tHca . p� T _ .... `.�� SSS ►eft,. Lu STA. 42+ 10.00-37.50Ll t V) EDGE OF PA VEMENT o TDP/GRADING DAYLIGHT'2 FEET RIGHT OF THE RIGHT OF WADY LINE a z � STA. 42+50.00-37.50' L T,,,t, ' E.P. ANGLE POINT TOE/HINGE POIN T W----.. - - --.- / n � .,..E .. .,,„,,„„_„,�_ �. : �ar�i:. •����r� x'�cr�ew Q 1 10 v _ STA. 42+50.00,33.50 L T — ° V W - E. -P. --ANGLE- POINT--- -�� �� > co a C Lu N I P`:.T X-C M/RA&E DRIVE o N I O 0 P/APPROXIMA TE GRADING DA YLIGH T S S• -mr VJ'ty- K -v -c v CAMPUS PARK DRIVE 5'M- 35-t�5 - AQ LINE EASEMENT -T-75' PG&E TOWER EASEMENT 11-.. ..-- �' r-, AUL / lffKK^ C14 CONSTRUCT/ON NOTES ........... _...._.. Jw c� .,_....._..__ R/W TOP/HINGE POINT PROTECT OH STA. 30+ 10.00,37.50' L T IN PLACE NEW EDGE OF PA VEMENT EDGE _OF PA V_EWffT= TOE/ L' OXlM�9 TE �t4 QlNG DAYLI I T-......� i�, m-� ��_ a - - -� X/STIhIG CBfE-OF A .� T z� �- o, ze 4 «,..: ,� y ,.__...._........... ........... __. _ - �- — �- _ „..... ... .,_......-...— W� _ v R-f�RLIE CENTERLINE OF CONSTRUCTION O EXISTING MEDIAN ISLAND -` W yk----- �_ -255 "tHca . p� T _ .... `.�� SSS ►eft,. Lu STA. 42+ 10.00-37.50Ll t V) EDGE OF PA VEMENT o TDP/GRADING DAYLIGHT'2 FEET RIGHT OF THE RIGHT OF WADY LINE a z � STA. 42+50.00-37.50' L T,,,t, ' E.P. ANGLE POINT TOE/HINGE POIN T W----.. - - --.- / n � .,..E .. .,,„,,„„_„,�_ �. : �ar�i:. •����r� x'�cr�ew Q 1 10 v _ STA. 42+50.00,33.50 L T — ° V W - E. -P. --ANGLE- POINT--- -�� �� > co a C Lu N I P`:.T X-C M/RA&E DRIVE o N I O 0 P/APPROXIMA TE GRADING DA YLIGH T S S• -mr VJ'ty- K -v -c v CAMPUS PARK DRIVE 5'M- 35-t�5 - AQ LINE EASEMENT -T-75' PG&E TOWER EASEMENT 11-.. ..-- �' r-, AUL / lffKK^ C14 CONSTRUCT/ON NOTES c� 1a ALL PG&E WOODEN UTILITY POLES ALONG THE WEST SIDE OF BUENA VISTA ROAD, BETWEEN STA. 44+00 ® CONTRACTOR SHALL REMOVE DOWN GUY ANCHORS WHERE SHOWN ON THE PLANS �f j z ft� AND WHITE LANE ARE SCHEDULED TO BE REL OCA TED BY OTHERS PRIOR TO AWARD OF THIS CONTRACT.5❑ CONTRACTOR SHALL REMOVE EMPTY UTILITY CONDUITS WHERE SHOWN ON THE PLANS z ON THESE PLANS, THE POLES WITHIN THOSE LIMITS ARE SHOWN AT THEIR ULTIMATE LOCATIONS. © CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS WHERE SHOWN ON THE PLANS. SEE STRIPING PLANS 0 a CONTRACTOR SHALL RELOCATE EXISTING lA SIGNAL POLES TO THE LOCATIONS SHOWN ON THE PLANS FOR ACTUAL PLACEMENT. w CONTRACTOR SHALL MODIFY THE CONDUITS AND CONDUCTORS ASSOCIATED WIN THESE SIGNAL POLES IA SIGNAL POLES SHALL BE 8 FEET WEST OF NEW EDGE OF PAVEMENT 0 PACIFIC GAS AND ELECTRIC GAS PIPELINE MARKER SIGNS. PROTECT IN PLACE. Q3 CONTRACTOR SHALL REMOVE CHANNELIZERS WHERE SHOWN ON THE PLANS. ® CONTRACTOR SHALL INSTALL NEW DETECTOR LOOPS WHERE SHOWN ON THE PLANS. DETECTOR LOOPS j SHALL BE INSTALLED PER MAY 2006 STATE OF CALIFORNIA STANDARD PLANS. Y CITY OF BAKERSFIELD, CALIFORNIA Los REGISTERED QR(3FESS/pNV pEAN C") O �� tL-DENGINEER C 46803 * Exp.6 30 -13 CITY OF BAKERSFIELDqT CIVI1501 TRUXTUL BAKERSFIELD,NCAVENUE 93301 F OF CA���� REVISIONS No. DA TE DESCRIPTION 05/03/12 REVISED WITH ADDENDUM No. 1 09/06/12 REVISIONS MADE TO AVOID CONFLICTS 2 WITH AT&T CONDUITS S+a 54 5%LjJj GENERAL NOTES 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND THE CONTRACTOR, TO THE WASTEWATER PLANT #2 A T MT. REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS VERNON AVENUE SOUTH OF HIGHWAY 58, CONTACT THE UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO UTILITIES IN THE FIELD IS THE CONTRACTOR'S. TOP/HINGE POINT DELIVERY AT (661) 326-3152. �- PTt" .,,T INKPLA"rT OH uj D3-1 SAWCUT LINE EXISTING EDGE OF PAVEMENT �"' "" �" .�..:.«.� • WtoT - ~~�-- � ��,�,, (BUENA VISTA ROAD BASIS OF BEAR�INL'� UL r ENTERLTNE' OF -BUENA VIS"TA­ -ROAt - 2 v _-CENTERLINE OF CONSTRUCTION 90AP_ 45 4j PLACE %45 %J%J ! ti.s' . 4' o CONTRACTOR SHALL REMBVE ABANDON EXISTING DETECTOR LOOP WHERE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS SEE STRIPING PLANS FOR ACTUAL PLACEMENT. File Name.•8V- Widening -Narrowed Shoulder Drawn: S. LOWE PUBLIC WORKS DEPARTMENT Job No.: T1K224 Engineer: S. LOWE Dote: Sep. 6, 12 Checked By..2_ REC®RD DRANVWG - FIELD NOTE INFORMATION ADDED ^- Meyer G7ol Engineering, Inc. Date vT� L • ^c`C w1Crrf,S 0v.P ► t;T =4s qz'-C M CA -0 EQ ps.-t o . YT peat -c -'N '=�w 1E. P. STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE I SHEE T NO. 3 OF 6 1 1 2 w 0 J w z Q m 0 w t - O n//'J'� 0 .II 3 0 C_ Cn 0 0 z I C a� i m 3 _0 0 .0 a� 0 V) 0 C a� m N N Y O N I O O N c� z ry W w z CD z LJ I fI D J / NO GENERAL NOTES 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY 2 ALL UTILI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT. REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO UTILITIES IN THE FIELD IS THE CONTRACTOR'S DELIVERY AT (661) 326-3152. STA. 55+60-33.50' L T . ' ANLL POINT-......__._._ EDGE OF PA VEMENT TOE/APPROXIMATE GRADING DAYLIGHT © W1-7 & TYPE N(CA) TOP/HINGE POINT, R/W POTECT IN PLACE h______..... .__......... 10' WIDE WA TER PIPELINE EASEMENT STA. 60+0035.00' L T STA. 60+00-43.17' L T E.P. ANGLE POINT E.P. ANGLE POINT I STA. 59+00-35.00' L T £ .. _... __.._....... ._.._.. ...... .._w._w........ ... E.P. ANGLE POINT — — — _ ..........34 PG&E i PRIG aSUR.E--...__.... ............._._ �.; .._.. ..____..... I � —GAS- RA1�7SM �S1,0_ Lfi1�11= C ( 3 w W X \\\�_X Q 2 50' WIDE PG&E GAS EASEMENT 34" GAS TRANSMISSION LINE G LINE 300 10' WIDE PG&E EASEMENT 34" TRVAII S. 100 x 400' PG&E EASEMENT 6' WIDE A T&T EASEMENT ---+ I 20' x 45' PG&E EASEMENT _._..... A. _61-+-86.25 52 03 L T_ ....._. _ 7 MATCH NEW E.P. TO EXISTING LIP OF GUTTER ................ _.....__...... . is _. _,.. PROTECT IN P ACE �I.... ;.... :. y UENA VISTA ROAD BASIS OfBEA 1/ g 10' WIDE A T&T EASEMEl1FT ©R2-155 MPH) 8 TYPE "E" LOOP NO Z—ENTERLINEOFBUENAV 'A ROAD ::..» �, 5 — ... CEN OF CONSTRUCTION 8 TYPE "LSP "` `a" '°- : r - : k TOP APPR0. 41A� A DA YLIGHT V W — _.._. _ _ _. _. TOE/HINGE POINT- :15 E of ��_ _...� ._ _..M. Q m _ __ _._. _ .. iii %-A W ... E..P:_ANGLE POINT �W E� _- .— E �. SCALE: 1" = 40' LEGEND ASPHALT CONCRETE TO BE PLACED. COLD PLANE TO A DEPTH OF 0.20' SEE ROADWAY SECTIONS ON AND RESURFACE WITH 0.20' OF SHEET 2. CLASS "A" ASPHALT CONCRETE. ASPHALT CONCRETE TIE-IN. SEE ROADWAY SECTIONS ON SHEET 2. CZ -1.5 rzSuM VlE4Tk1 t3EL�v�I ®%-o SS-b�i S-- }�•'I' tT------- els'-'-------- 'l.�-, - ----- -._ — _ _ _ ___ _ -- - -- - --- - ---- --- � '1 k► 0 5 t 4 t4 pl.L_ --- -- --- � ----- ------ - -- -- x.1'1_—_------------- -- -- -------------------- --- - ---__ .�-- -- - ..-._. __... _ _._.._..._ Sq AL --- _ -------- CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.•8V- Widening -Narrowed Shoulder Drawn: S. LOWE Job No.: T1K224 Engineer: S. LOWE Dote: Sep. 6, 12 Checked By: AJWi- WH17FA LANE Is 4 F5 3: ?i QRpFESSION OEAN REG/ST RED Cl VIL ENGINEER Q C 46803 G`— Exp. 6-30-13 �r Cl TY OF BAKERSFIELD BAKERSFIELD,1501 TRUX NCAV 93301 qENUETF OF CAl \FO�� REVISIONS No. DA TE DESCRIP TION Ni�T 05/03/12 REVISED WITH ADDENDUM No. 1 WITHISIO &T MADE CONDUITS OVID CONFLICTS 271 09/06/12 I 47 9 RECOG -- FlUP NOTE INFORMATION ADDED ^- l\ - -b-vt_ Meyer CnAl Engrneermej, Inc. Date STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE SHEE T NO. 4OF6 O 1 2 CONSTRUCTION NOTES: 10 ALL PG&E WOODEN UTILITY POLES ALONG THE WEST SIDE OF BUENA VISTA ROAD, BETWEEN STA. 44+00 ®CONTRACTOR 1 SHALL REMOVE DOWN GUY ANCHORS WHERE SHOWN ON THE PLANS. Q9 CONTRACTOR SHALL REMOVE ABANDON EXISTING DETECTOR LOOP WHERE SHOWN ON THE PLANS ANO WHI TE LANE ARE SCHEDULED TO BE REL OCA TED BY OTHERS PRIOR TO AWARD OF THIS CONTRACT. �5 CONTRACTOR SHALL REMOVE EMPTY UTILITY CONDUITS WHERE SHOWN ON THE PLANS. 10 CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS. SEE STRIPING PLANS ON THESE PLANS, THE POLES WI THIN THOSE L /Ml IS ARE SHOWN A T THEIR UL TIMA TE LOCA TIONS FOR ACTUAL PLACEMENT. © CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS WHERE SHOWN ON THE PLANS. SEE STRIPING PLANS 20 CONTRACTOR SHALL RELOCATE EXISTING 1A SIGNAL POLES TO THE LOCATIONS SHOWN ON THE PLANS. FOR ACTUAL PLACEMENT. CONTRACTOR SHALL "MODIFY THE CONDUITS AND CONDUCTORS ASSOCIATED WITH THESE SIGNAL POLES. lA SIGNAL POLES SHALL BE 8 FEET WEST OF NEW EDGE OF PAVEMENT. PACIFIC GAS AND ELECTRIC GAS PIPELINE MARKER SIGNS. PROTECT IN PLACE. Q3 CONTRACTOR SHALL REMOVE CHANNELIZERS WHERE SHOWN ON THE PLANS. ® CONTRACTOR SHALL INSTALL NEW DETECTOR LOOPS WHERE SHOWN ON THE PLANS. DETECTOR LOOPS SHALL BE INSTALLED PER MAY 2006 STATE OF CALIFORNIA STANDARD PLANS. GENERAL NOTES 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY 2 ALL UTILI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT. REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO UTILITIES IN THE FIELD IS THE CONTRACTOR'S DELIVERY AT (661) 326-3152. STA. 55+60-33.50' L T . ' ANLL POINT-......__._._ EDGE OF PA VEMENT TOE/APPROXIMATE GRADING DAYLIGHT © W1-7 & TYPE N(CA) TOP/HINGE POINT, R/W POTECT IN PLACE h______..... .__......... 10' WIDE WA TER PIPELINE EASEMENT STA. 60+0035.00' L T STA. 60+00-43.17' L T E.P. ANGLE POINT E.P. ANGLE POINT I STA. 59+00-35.00' L T £ .. _... __.._....... ._.._.. ...... .._w._w........ ... E.P. ANGLE POINT — — — _ ..........34 PG&E i PRIG aSUR.E--...__.... ............._._ �.; .._.. ..____..... I � —GAS- RA1�7SM �S1,0_ Lfi1�11= C ( 3 w W X \\\�_X Q 2 50' WIDE PG&E GAS EASEMENT 34" GAS TRANSMISSION LINE G LINE 300 10' WIDE PG&E EASEMENT 34" TRVAII S. 100 x 400' PG&E EASEMENT 6' WIDE A T&T EASEMENT ---+ I 20' x 45' PG&E EASEMENT _._..... A. _61-+-86.25 52 03 L T_ ....._. _ 7 MATCH NEW E.P. TO EXISTING LIP OF GUTTER ................ _.....__...... . is _. _,.. PROTECT IN P ACE �I.... ;.... :. y UENA VISTA ROAD BASIS OfBEA 1/ g 10' WIDE A T&T EASEMEl1FT ©R2-155 MPH) 8 TYPE "E" LOOP NO Z—ENTERLINEOFBUENAV 'A ROAD ::..» �, 5 — ... CEN OF CONSTRUCTION 8 TYPE "LSP "` `a" '°- : r - : k TOP APPR0. 41A� A DA YLIGHT V W — _.._. _ _ _. _. TOE/HINGE POINT- :15 E of ��_ _...� ._ _..M. Q m _ __ _._. _ .. iii %-A W ... E..P:_ANGLE POINT �W E� _- .— E �. SCALE: 1" = 40' LEGEND ASPHALT CONCRETE TO BE PLACED. COLD PLANE TO A DEPTH OF 0.20' SEE ROADWAY SECTIONS ON AND RESURFACE WITH 0.20' OF SHEET 2. CLASS "A" ASPHALT CONCRETE. ASPHALT CONCRETE TIE-IN. SEE ROADWAY SECTIONS ON SHEET 2. CZ -1.5 rzSuM VlE4Tk1 t3EL�v�I ®%-o SS-b�i S-- }�•'I' tT------- els'-'-------- 'l.�-, - ----- -._ — _ _ _ ___ _ -- - -- - --- - ---- --- � '1 k► 0 5 t 4 t4 pl.L_ --- -- --- � ----- ------ - -- -- x.1'1_—_------------- -- -- -------------------- --- - ---__ .�-- -- - ..-._. __... _ _._.._..._ Sq AL --- _ -------- CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.•8V- Widening -Narrowed Shoulder Drawn: S. LOWE Job No.: T1K224 Engineer: S. LOWE Dote: Sep. 6, 12 Checked By: AJWi- WH17FA LANE Is 4 F5 3: ?i QRpFESSION OEAN REG/ST RED Cl VIL ENGINEER Q C 46803 G`— Exp. 6-30-13 �r Cl TY OF BAKERSFIELD BAKERSFIELD,1501 TRUX NCAV 93301 qENUETF OF CAl \FO�� REVISIONS No. DA TE DESCRIP TION Ni�T 05/03/12 REVISED WITH ADDENDUM No. 1 WITHISIO &T MADE CONDUITS OVID CONFLICTS 271 09/06/12 I 47 9 RECOG -- FlUP NOTE INFORMATION ADDED ^- l\ - -b-vt_ Meyer CnAl Engrneermej, Inc. Date STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE SHEE T NO. 4OF6 O 1 2 0 �t II 3 L J 0 (10 Q) 0 L 0 z I c n� I m 0) .s c 0 0 0 c m IqlN N Y H 0 N I O O (N C) z Fyw w z 0 z w I 0 0 J Y STA. 24+03-43.50' L T REL TED D3-1; , INSTALL R4- f PANEL STA. 24+D3-43.50 L T ON GSP POST RAW RELOCATED TED S1-1 & W16 -9p STA. 27+57-43.50' L T ' _ NEW EDGE OF PA VEMEN T REL OCA TED D3-1 F. -_ 6.5 W ujy _4-2-S_ Z 22�--�--...-.- .....�.,.. ...�._. .. ..�. ...� ... .....�... �..-,- -m-- ---•-- ...�...... .�....��. 1 604 SF --- - - -� -�_ - 26 f3UENA-y VIS rA90A0 _ _ -- - -- � W 15 CQ SCALE: 1" = 40• V765 TA XZ POE DRIVE OPEN TRAIL ROAD M t M y R/W�PROTECT IN PLACE STA. 33+80-43.50' L T INSTALL W4-2 W 6.5' 6.51 NEW EDGE OF PA VEMENT - O u- 6 14 SF Q N 7 4242 SF 2 _ Q in y r y _ f3UENA- ----- SCALE: 1 " = 40' 0 1i5 LF STA. 35+38-43.50' L T REL OCA TED Wl -7 12 SF 1, 404 SF V10 -rA CAMPUS PARK m AjRAW PROTECT IN PLACE STA. 40+15-4350' LT REL OCA TED D3-1 PROTECT IN PLACE - - QRpFESS/ONq OEAN R REGI- PQQ CIVIL ENGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF REVISIONS No. DATE I DESCRIP TION 09/06/12 REVISIONS MADE TO AVOID CONFLICTS WITH AT&T CONDUITS Aa— jF0 'A 1 W LQ Z co GENERAL STRIPING NOTES: ' Y 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL DRIVE CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS ILLUSION V WAY CAN BE MEASURED IN THE FIELD A T THE SPECIFIED STA TION/NG FROM NEW EDGE OF PAVEMENT, EXISTING MEDIAN WHERE IT EXISTS, AND/OR EXISTING STRIPING. STA. 43+00-43. ' L T PROTECT IN PLACE11 -R/W-INSTALL W-4-1 � � -[ STA. 48+85-43.50' L T W - 6• — — — — — �- — - - - - - - - _ _ _ _ NEW EDGE OF PA VEMENT REL OCA TED D3-1 -,,,,-PROTECT � PROTECT IN PLACE RAW o —� -- QZ 2.5' LLJ� 42 .- �- - ..___ -- 1 04_SE, 6 1,200 LF :Z rZI A , W .� .�.�.. ....._... �...._... ... .�..� ... 1/15 TA y �90AP0 W SCALE: 1 40 MIRAGE DRIVE _ 50MXRRA PLACE _ CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name- B V- Widening -Narrowed Shoulder Drawn: S. LOWE Job No.: T1K224 Engineer: S. LOWE Date: Sep. 6, 12 Checked By. C G - FIELD NOTE INFORMATION ADDED ^- Meyer Civil Engineering, Irtce Data STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE SHEE T N. 5 OF 6 _7_.l 2 -43 STRIPING NOTES 0 CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS 05 INSTALL DETAIL 38A O9 INSTALL 1' WIDE STOP BAR AND INDICATED ON THE PLANS. O INSTALL DETAIL 39 CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS INSTALL TYPE VI ARROWS O 10 INSTALL ' WIDE BAR O3 INSTALL DETAIL 8 O8 INSTALL DETAIL 40 W1 CROS STRIPING.STOP (YELLOW) 4O INSTALL DETAIL 28 11 CONTRACTOR SHALL INSTALL BIKE LANE SYMBOL AND ARROW MARKINGS. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name- B V- Widening -Narrowed Shoulder Drawn: S. LOWE Job No.: T1K224 Engineer: S. LOWE Date: Sep. 6, 12 Checked By. C G - FIELD NOTE INFORMATION ADDED ^- Meyer Civil Engineering, Irtce Data STREET WIDENING- BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE SHEE T N. 5 OF 6 _7_.l 2 -43 w 0 1 w z Q V) m 0 W F- 0 J n O d - I I n N N N O N CD O L E N 0- a) a) 0 L L Qi O a a� 0 L z I .0 C Q) m 3 C 0 C D m N N Y 0 N I 0 O N z E w w z CD z W ( r) J / 910 ' - - STA. 56+25-49.50' L T �� RELOCATED Wl -7 �2.5' �Tt POTECT IN PLACE 0 2.5' _ I 1.6' cv _ -- �� 500 LE-- 1 585 6 500 LF 9 12 SF EQZ co W V10--l'"_zs Qink-OA-0-94I1-iz r4 �Lu y SCALE: 1 " = 40' CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT File NOme.'BV-Widening- Job No.: T1K224 Dote: Sep. 6, 12 WHIMA LANE MIME Shoul&vown: S. LOWE En gin eer. S. L OWE Checked By I on cc 207 LF 192 LF (GORE AREA) I REGIS QRpFESS/0N �0 O pEAN E C/ VIL GINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/VIL p�� BAKERSFIELD CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 09/06/12 REVISIONS MADE TO AVOID CONFLICTS i WITH AT&T CONDUITS GENERAL STRIPING NOTES: 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD AT THE SPECIFIED STATIONING FROM NEW EDGE OF PA VEMENT, EXISTING MEDIAN WHERE I T EXISTS, AND/OR EXISTING STRIPING. at.r= 1\- `%z,- 1 -r - Meyer 0"I Engineering, Inc. Date STREET WIDENING= BUENA VISTA ROAD VISTA RIDGE DRIVE TO WHITE LANE 1 SHEET NO. 6 OF 6 T_r._ 2 3