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HomeMy WebLinkAbout6.1-1752 AsBuiltINDEX OF PLANS STATE OF CALIFORNIA SHEET w - 11, r l,,i�;, i,i .. Jat, ,— 0 OF N T I Q 105 1 115 120 DESCRIPTION 0 �w Q� a x N 1 Q � x w x Z �. w �e �o PLANS Sta "011 9+14 n z J V a 6-30-12 M �v h ti � w > 0 4-8 Z 0 LAYOUTS Z 0 PLANS APPROVAL DATE \sTq iP �Q 0 CONSTRUCTION DETAILS AND QUANTITIES TEMPORARY WATER POLLUTION CONTROL PLAN AND QUANTITIES 0 i _ APPROVAL RECOMMENDED BYE Z Q r TIC x V Q Q Q R Q Q y DRAINAGE PLAN, PROFILES, DETAILS AND QUANTITIES Cais'�£TSNES5 OF SCANNED COPIES OF THIS P�4A% SHEET. 0 2 32-34 Q UTILITY PLANS W 35 36 AEA STTAGERCONSOTRUCTIONSANDS TRAFFIC HANDLING PLANS IN KERN COUNTY INDEX OF PLANS STATE OF CALIFORNIA SHEET w - 11, r l,,i�;, i,i .. Jat, ,— 0 OF N T I Q 105 1 115 120 DESCRIPTION 0 EL a x N 1 TITLE AND LOCATION MAP x w Limit Of Work (Gosford Rd) Z �. w y PLANS Sta "011 9+14 n z J _ a 6-30-12 M Z w > 0 4-8 Z 0 LAYOUTS Z 0 PLANS APPROVAL DATE \sTq iP a 0 CONSTRUCTION DETAILS AND QUANTITIES TEMPORARY WATER POLLUTION CONTROL PLAN AND QUANTITIES 0 i _ APPROVAL RECOMMENDED BYE Z Q r TIC INDEX OF PLANS STATE OF CALIFORNIA SHEET DEPARTMENT W 11, r l,,i�;, i,i .. Jat, ,— 0 OF N T I No. 105 1 115 120 DESCRIPTION EL 1 J 1 TITLE AND LOCATION MAP a Limit Of Work (Gosford Rd) CROSS PROJECT a PLANS Sta "011 9+14 CONSTRUCTION z 3 _ KEY MAP & LINESECTIONS 6-30-12 M RAUL M.R.C.E.39880, EXPIRES w > 0 4-8 LAYOUTS Z 0 PLANS APPROVAL DATE \sTq iP w 9-16 17-22 CONSTRUCTION DETAILS AND QUANTITIES TEMPORARY WATER POLLUTION CONTROL PLAN AND QUANTITIES 0 i _ APPROVAL RECOMMENDED BYE Z Q a � e " 23-31 DRAINAGE PLAN, PROFILES, DETAILS AND QUANTITIES Cais'�£TSNES5 OF SCANNED COPIES OF THIS P�4A% SHEET. v 32-34 UTILITY PLANS W 35 36 AEA STTAGERCONSOTRUCTIONSANDS TRAFFIC HANDLING PLANS IN KERN COUNTY IN BAKERSFIELD FROM 37-48 49-55 220i DUPONT DRIVE, SUITE 200 TRAFFIC HANDLING PLAN AND QUANTITIES PAVEMENT DELINEATION, SIGN PLAN, AND QUANTITIES O S F ROAD T S H ROAD AS 56-69 ELECTRICAL PLANS o. a 0 To Taft -d — r Limit Of Work (Gosford Rd BEGIN • f 110+00 125 TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 WL o J � H Q F NL BAKERSFIELD 130 135 NO SCALE RELATIVE BORDER SCALE 0 IS IN INCHES Dist COUNTY ROUTE 06 Ker 119 DELNSISKIYOUMODOCLASSENHUPLUMASSIERRA EL SAN FRANCISCO SVP MARIPOS SAN MAT 0 SANTA 1P�, CLARA MERGED OtiOY' NP `J SANTA CRUZ, E, R27.3/R26.3 1 1 TULARE INYO SAN BERNARDINO SANTA BARBARA OS ANGELE ENTUR LOCATION MAP0 AP GE RIVERSIDE - 0. a V SAN DIEGO IMPERIAL O End Work Sto 'IT" 173+00 Limit Of Work (Ache Rd) Sta "A" 15+77 Q 0 END CONSTRUCTION W Sta "T 162+54 PM R26.S ROUTE 119 (TAFT HIGHWAY) To Lamont s i " F S , r u "'. $ i;'H' `` y "h�Y ", '✓ M"*•2T 5 4$ YY S u <§ )2,' RM• 4x .. k 140 145 150. 155 160 165 25 Limit Of Work (Ashe RdIX u- Sta "A" 9+00) U W 11, r l,,i�;, i,i .. Jat, ,— 0 0 105 1 115 120 I EL 1 J E - a Limit Of Work (Gosford Rd) a No C 3uGI� Sta "011 9+14 z _ x 6-30-12 M RAUL M.R.C.E.39880, EXPIRES w > 0 s £ Z 0 PLANS APPROVAL DATE \sTq iP w THE STATE OF CALIFORNIA OR ITS - °F CALIF 0 i _ APPROVAL RECOMMENDED BYE Z Q a � e " J Q Cais'�£TSNES5 OF SCANNED COPIES OF THIS P�4A% SHEET. v W z w PARSONS w z ASSISTANT P BLYC WORKS DIRECTOR DATE 220i DUPONT DRIVE, SUITE 200 0 Z z w � b IRVINE, .CA 92612 QEa z Ww a x o a 1501 TRUXTUN AVENUE z 0 U CIVIL ENGINEER IV--- DESGN ENGINEERING DATE a � 0 -. a U o N Z THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) ory CG CONTRACT No. OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." w 31t1l ti BORDER LAST REVISED 7/2/2010 CALTRANS WEB SITE IS� HTTP//WWW.DOT.CA.GOV/ o TRAFFIC ENINEERING DATEPROJECT ID 0600000106 125 TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 WL o J � H Q F NL BAKERSFIELD 130 135 NO SCALE RELATIVE BORDER SCALE 0 IS IN INCHES Dist COUNTY ROUTE 06 Ker 119 DELNSISKIYOUMODOCLASSENHUPLUMASSIERRA EL SAN FRANCISCO SVP MARIPOS SAN MAT 0 SANTA 1P�, CLARA MERGED OtiOY' NP `J SANTA CRUZ, E, R27.3/R26.3 1 1 TULARE INYO SAN BERNARDINO SANTA BARBARA OS ANGELE ENTUR LOCATION MAP0 AP GE RIVERSIDE - 0. a V SAN DIEGO IMPERIAL O End Work Sto 'IT" 173+00 Limit Of Work (Ache Rd) Sta "A" 15+77 Q 0 END CONSTRUCTION W Sta "T 162+54 PM R26.S ROUTE 119 (TAFT HIGHWAY) To Lamont s i " F S , r u "'. $ i;'H' `` y "h�Y ", '✓ M"*•2T 5 4$ YY S u <§ )2,' RM• 4x .. k 140 145 150. 155 160 165 25 Limit Of Work (Ashe RdIX u- Sta "A" 9+00) U W L2— 1/27/12 9"'EssION4< 0 I EL 1 PROJECT ENGINEER DATE CARLOS A. Fc: E - APPROVED B Y, z Ed W O tcY L F— W W G_ E-- 0 x H LL a (10 L2— 1/27/12 9"'EssION4< �o PROJECT ENGINEER DATE CARLOS A. Fc: APPROVED B Y, REGISTERED CIVIL ENGINEER y CADENA No C 3uGI� m a _ 3���/ / 6-30-12 M RAUL M.R.C.E.39880, EXPIRES 12-31-13 DATE $ exp. �\\ CIVIL PUBLIC WORKS DIRECTOR PLANS APPROVAL DATE \sTq iP THE STATE OF CALIFORNIA OR ITS - °F CALIF _ APPROVAL RECOMMENDED BYE OFFICERS OR AGENTS SHALL 107-,9f RESPONSIBLE Fnq TfIE ACCURACY OR " Cais'�£TSNES5 OF SCANNED COPIES OF THIS P�4A% SHEET. W PARSONS ASSISTANT P BLYC WORKS DIRECTOR DATE 220i DUPONT DRIVE, SUITE 200 So IRVINE, .CA 92612 QEa Ww a CITY OF SAKERSFIELD, PUBLIC WORKS DEPT, 1501 TRUXTUN AVENUE o CIVIL ENGINEER IV--- DESGN ENGINEERING DATE BAKERSFIELD, CA 93301 0 -. o Q CONTRACT No. 06-0 6604 w 31t1l ti o TRAFFIC ENINEERING DATEPROJECT ID 0600000106 a o 3 USERNAME => 60046960 _. UNIT 1477 PROJECT NUMBER & PHASE 06000001091 � DGN FILE _> 60G860ab01 Cqn DESIGN DESIGNATION (ROUTE 119) 2006 ADT = 11,000 x 2030 ADT = 18,600 DHV = 1,800 R -VALUE = 50 X o'm > z w TI = a w HMA (TYPE A) t- J 0.85' Jz w E2] u- w Lu w w 110+00.00 TO z < z = w U 131+87.00 Y U U e a MIR D o'm > w m TI = 12 0°65' HMA (TYPE A) aW o 0.85' Jz w E2] u- u c U 110+00.00 TO Jcn� w aw = U Q U e a MIR D = 55% T=18% V = 55 MPH TI = 12 role] R /W 67'-73' Var 1'HP.1 9.3' 23.3'-37.5' 4" C 1 2 AB --j CURB & GUTTER (TYPE B2-6) R/W 7.3'-9.3' 6..- Var 1'HP ACCESS ROAD OG RI`_ 1 'HP, Var ES ETW 10' 12' 12' FL 2.0%-2.4% SAWCUT 67'-73' 17.5'-41' ETW ES 12 5'. "T" LINE 54' 8' & Var ES 12' ETW HP 2'Min. PG ROUTE 119 (TART Hwy) Sta 147+40.97 TO Sta 160+63.53 9.3' 37.6'-61.7' Var ES ETW 10' 12' 12' 4" Cl 2 AB J CURB & GUTTER (TYPE B2-6) 2.6' ES g ETW 12' FL I FL 2% 81' "T" LINE CL 25.5'-43' E -- Var ETW ES 12' 5' Varma Ir 1, SPG SAWCUT CONSTRUCT SHOULDER BACKING (2'MIN.) r OG 30' R far Exist ES CONSTRUCT SHOULDER BACKING (2'MIN.) ROUTE 119 (TART Hwy) Sta 114+88,11 TO Sta 135+68,08 Sta 141+22.08 TO Sta 147+40.97 -62.3' )ar. 12' 12' 12' it 9t Var I 1' +Y-U�HlllI "T" LINE CL 30' •. Exist 26.5'-59°2' ETW Var 12' 1 1 2' ETW 2%)± ll-\�_ 27)±j X1(5% 0 4" Cl 2 AB- CURB & GUTTER- ROUTE 119 (TART Hwy) ¢ (TYPE 62-6) Sta 110+88.11 TO Sta 114+88.11 Sta 137+22.08 TO Sta 141+22.08 0 X J Q U 0 W ►I W 8' & Var Exist, Shld CONSTRUCT SHOULDER BACKING (2'MIN.) a ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN r V) USERNAME=)P0044960 RELATIVE BORDER SCALE 0 1 2 3 F30FiDER LAST REVISED 7/?/7010- DGN FILE _> 60G860eeC1,dgn is IN INCHES i I i I i I STRUCTURAL SECTIONS EXISTING PAVEMENT SECTION FROM 110+00.00 TO 118+48°00 0°45' AC (TYPE B) 0.35' Cl 2 AB FROM 118+48.00 TO 120+98°00 0.10'-0.80' AC (TYPE B) 0.34'-0.59' AC 0.49' AB FROM 120+98°00 TO 147+40.88 0,34'-0.59' AC 0.49' A6 FROM 147+40.88 TO 162+53.87 0.08'-1.44'HMA (TYPE A) 0.34'-0.591 AC 0,39'-0.49' AB UNIT 1477 )lstj COUNTY ROUTE POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 06 Ker 119 R27.3/R28.3 2 69 �j1/26/12 �pFtSS 10 kEGISTEREDI CIVIL ENGINEER DATE X04 Nab �jQ ARLOS A. CADENA PLANS C 36213 APPROVAL DATE tdo.A ExP06/30/1 THE STATE OF CALIFORNIA OR. ITS OFFJCERS OR AGENTS SHALL NOT BE IFE51PON5/9LE FOR d`p THE ACCURACY OR COMPLETENESS OF SCANNED qTB of COPIES OF THIS PIAN .SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. © EXISTING PAVEMENT SECTION FROM 110+00.00 TO 118+48.00 0.45' AC (TYPE B) 0.35' Cl 2 AB FROM 118+48.00 TO 120+98.00 0.40' AC (TYPE B) FROM 120+98.00 TO 147+40°88 0.34' AC 0.49' AB FROM 147+40.88 TO 162+53.97 0.34' HMA (TYPE A) 0.39' CL 2 A6 © EXISTING PAVEMENT SECTION FROM 147+40.97 TO 162+00.96 0.59' HMA (TYPE A) 0.39'CLASS 2 AB EXISTING PAVEMENT SECTION FROM 147+40.97 TO 162+00°96 0.08'-1.44'HMA (TYPE A) 0,34,'-^,'. g' AC 6.49' AB CJ EXISTING PAVEMENT SECTION FROM 14',+40.97 TO 162+00.9b 0.35' HMA (TYPE A) 6.40' CLASS 2 AB TYPICAL CROSS SECTION NO SCALE X-1 PROJECT NUMBER & PHASE 06000001091 PAVEMENT SECTION FROM 110+10.00 TO 162+53.87 0°65' HMA (TYPE A) 0.85' Cl 2 AB E2] MILL AND OVERLAY FROM 110+00.00 TO 111+17°00 123+62.00 TO 125+50.00 130+66.00 TO 131+87.00 134+31.00 TO 134+71°00 143+44.00 TO 145+71.00 146+50.00 TO 147+40.97 0.20' COLD PLANE AC 0.20' Min HMA (TYPE A) 0.30' Max HMA (TYPE A) VARIABLE HMA OVERLAY FROM 111+17.00 TO 123+62.00 125+50°00 TO 130+66.00 131+87.00 TO 134+31°00 134+71°00 TO 143+44.00 145+71.00 TO 146+50.00 147+40°97 TO 162+00.96 0.20' Min HMA OVERLAY (TYPE A) 0.95' Max HMA OVERLAY (TYPE A) ® PAVEMENT SECTION FROM 147+40.97 TO 156+25.00 0.35' HMA (TYPE A) 0.40' Cl 2 AB EXISTING PAVEMENT SECTION FROM 110+00.00 TO 118+48°00 0°45' AC (TYPE B) 0.35' Cl 2 AB FROM 118+48.00 TO 120+98°00 0.10'-0.80' AC (TYPE B) 0.34'-0.59' AC 0.49' AB FROM 120+98°00 TO 147+40.88 0,34'-0.59' AC 0.49' A6 FROM 147+40.88 TO 162+53.87 0.08'-1.44'HMA (TYPE A) 0.34'-0.591 AC 0,39'-0.49' AB UNIT 1477 )lstj COUNTY ROUTE POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 06 Ker 119 R27.3/R28.3 2 69 �j1/26/12 �pFtSS 10 kEGISTEREDI CIVIL ENGINEER DATE X04 Nab �jQ ARLOS A. CADENA PLANS C 36213 APPROVAL DATE tdo.A ExP06/30/1 THE STATE OF CALIFORNIA OR. ITS OFFJCERS OR AGENTS SHALL NOT BE IFE51PON5/9LE FOR d`p THE ACCURACY OR COMPLETENESS OF SCANNED qTB of COPIES OF THIS PIAN .SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. © EXISTING PAVEMENT SECTION FROM 110+00.00 TO 118+48.00 0.45' AC (TYPE B) 0.35' Cl 2 AB FROM 118+48.00 TO 120+98.00 0.40' AC (TYPE B) FROM 120+98.00 TO 147+40°88 0.34' AC 0.49' AB FROM 147+40.88 TO 162+53.97 0.34' HMA (TYPE A) 0.39' CL 2 A6 © EXISTING PAVEMENT SECTION FROM 147+40.97 TO 162+00.96 0.59' HMA (TYPE A) 0.39'CLASS 2 AB EXISTING PAVEMENT SECTION FROM 147+40.97 TO 162+00°96 0.08'-1.44'HMA (TYPE A) 0,34,'-^,'. g' AC 6.49' AB CJ EXISTING PAVEMENT SECTION FROM 14',+40.97 TO 162+00.9b 0.35' HMA (TYPE A) 6.40' CLASS 2 AB TYPICAL CROSS SECTION NO SCALE X-1 PROJECT NUMBER & PHASE 06000001091 x x x M 0 CURVE DATA No. R I ® T L 10 35 89031'30" 34.71 54.69 .00 Lt "T" +88.11 g BAY TAPER Exist 3'H x 5'W BOX CULVERT 63.00 Lt "T" +08.11 END BAY TAPER Beg 55:1 TAPER CURB & GUTTER (TYPE B2-6) 15.22 Lt "T" +42.19 SAWCUT 3 MAINTAIN Exist UNPAVED ACCESS :-1 w Lt "T" +38.1 c1 TAPER Di8tlCOUNTY ROUTE rvL' ma�ao i TOTAL PROJECT No. SHEE' 06 Ker 119 R27.3/R28.3 4 69 4/29/11 ROFESS I0 REGISTERED CIVIL ENGINEER DATE �) Nva �Q ARLOS A. Fy CADENA z w No. C 36213 m PLANS APPROVAL DATE EX�O6/30/1 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOk Sr tip THE ACCURACY OR COMPLETENESS OF SCANNED qTF as cn�i`� COPIES OF THJS PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 1 LEGEND 7 PAVEMENT OVERLAY 3❑ C o ® PAVEMENT OVERLAY ❑2 O FX STRUCTURAL SECTION N NUMBER (SEE TYPICAL A °CUT N -J SECTIONS) r CITY OF 0 W C.O.B. BAKERSFIELD � _ ® CURVE NUMBER N w C CUT Zw F FILL V) -r LP LOW POINT U H C/F CUT/FILL LIMIT a NOTES: 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. FOR GOSFORD ROAD/TAFT Hwy INTERSECTION, SEE CONSTRUCTION DETAILS SHEET C-4. _.__.-- ...._..... .... ,_. .. .__ tet'. �., _ _ 0 _; 110 _.. , ..... ,.. _.... •'� _ =f'G .._ .. t9 1 m- >- _.� .. +00 T , 1 . w ,F 4 M 7 M. E 120 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 N Ol r N 34 W w o� J � a 0- W W ¢� o320 - �o TOTAL o wo p Qo \-.v, POST ISHEET AL Dist! COUNTY ROUTE PTOASLT PROJECT No. SHEETS 061 Ker 119 R27.3/R28.3� 5 69 ry-) 47,-1 4/29/11 REGISTERED CIVIL ENGINEER DATE roe BqY x�a ROS CALDENA PLANS APPROVAL DATE eE.0 36213 Ex THE STATE OF CALIFORNIA OR ITS OFFICERS OR AOiIV75 SHALL NOT BE RESPONSIBLE5PON519ZE FOR Sr a 63.00 Lt "T" +68.08 THE ACCURACY 0/7 COMPLETENESS OF SCANNED END 75:1 TAPER copilz-5 OF TW5 /,LAN sNEEr. PARSONS CITY OF BAKERSFIELD "T" +87.00 2201 DUPONT DRIVE � PUBLIC WORKS DEPARTMENT qllTTP 9nn lFnl TPHYTHN AVPNIIP7 3 O 0 00 Ln j + on 07) n + > J _Ln + 00 n z _j 350 Lu 'FIL _j LTJ -30 ;%7� 340 3 LO 10 + Lu C> - --- ------ �j 3EQ P-- LO C\j . .. ..... ...... > a- - ------- --- LIJ, i4_00 VC, r 0 n 3 CS 017 + In > - ---- ---- LAYOUT, 330 u'w 00 SCAL- AS SHOWN _j uj W < 310 20 9 130 1 0 TOTAL �� I > 0 0 0 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 j X 0.00 Lt "P" +98.( .ND CURB AND GUT TYPE B2-6) 73.25 Lt "T" +92 CURB RAMP (CASE + "T" +68.08 RCR w OLd 44.00 Rt "P" +08°00 BCR Q Z Be CURB AND GUTTER iyJ J Z L g z-J<(TYPE 82-6) -i> z 3 . 5 Lt "T" +97.33 _ a � W CURB RAMP CASE A z 0- 0-< 73°00 Lt "T" +22°08 ECR N _ r-R/W MAINTAIN Exist UNPAVED ACCESS W m 0 O M PLAN SCALE 11°=50' r- 135 - 135 6 7 RELATIVE BORDER SCALE IS IN INCHES 8 R/W CURVE DATA No. R I ® I T I L ® 35 90000'00" "T" +71.00 54.98 03 2 90000'00" 35.00 54.98 r:.. ©yam �. Ij. 0_ _ wmW � L END MILL & HMA OVERLAY o "T" +71.00 3 Beg HMA OVERLAY 0°20'-0°65' o > w W R/W C > W W F-- _ o- a SAWCUT - - O O N x z W Ih J - s,.� , a w r- I- J � ._ m Lu W } w W z J a m 8.50 Lt "T" +02.35 Y v w SAWCUT 3 zLIJ " J W U) U Q cm> m "T" +31°00 W m3 a n END HMA OVERLAY w o �CD z Y 2 11T +31.00 J u w Beg MILL & HMA OVERLAY uo v 0.20'-0.30' X O N Cf W w a O W 0 6 eZ '.. OU _... .... O Ln_. ...._ .rn J 5 + a . _ , ,., ,. z a -50' �... 0.30% �- w 0.48%, VC -50 340 p,? ZO U .... Q _. _.. _. ... _, 9,.0 ..: O Lo.. O ..., O ., ]._..� __ ...,. .� N �- X f-- M +- � W __ _. _. r W..,__y 3 _ _. _ z.0 _ . _ ,_ . .' .. ,...r o U) LID ._ ,.�. + a) 350 Lu 0.404/ CL. O Q O u') o b �r _, +.. _ - -. _ - ro rn to .— .- ,, ... 330 In Ld O - -- - :w w X.- 4 320 STATION 2 3 4 lExmcb LO USERNAME=>P0044960 BORDER LAST REVISED 7/?/2010 DGN FILE => 60G860ea03.dw , w OLd 44.00 Rt "P" +08°00 BCR Q Z Be CURB AND GUTTER iyJ J Z L g z-J<(TYPE 82-6) -i> z 3 . 5 Lt "T" +97.33 _ a � W CURB RAMP CASE A z 0- 0-< 73°00 Lt "T" +22°08 ECR N _ r-R/W MAINTAIN Exist UNPAVED ACCESS W m 0 O M PLAN SCALE 11°=50' r- 135 - 135 6 7 RELATIVE BORDER SCALE IS IN INCHES 8 R/W CURVE DATA No. R I ® I T I L ® 35 90000'00" 35.00 54.98 03 35 90000'00" 35.00 54.98 d' 3END T +44.00 Beg MILL 0°20'-0.30 .c,L... 3END T +44.00 Beg MILL 0°20'-0.30 W Distj COUNTY I ROUTE TOTAL PROJECT No. I SHEE" 06 Ker 119 R27.3/R28.3 6 69 �✓ jo - 1/26/12 �oFESS,o REGISTERED CIVIL ENGINEER DATE � roe NaY �CADENA A. C 36213 PLANS APPROVAL DATE NO O6/3O11 a THE STATE OF CALIFORNIA OR TTS OFFICERS Exp. OR AGENTS SIIXZL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED qTF of W-15 P� COPIES OF THIS PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 .34 Lt "T" +07.68 AWCUT NOTES: 1° FOR ACCURATE RIGHT OF O WAY AND ACCESS DATA, -- - O CONTACT RIGHT OF WAY + v ENGINEERING AT THE DISTRICT OFFICE. 2. FOR SPORTS VILLAGE MAIN _ - 4-- w INTERSECT ON, SEEP N -r CONSTRUCTION DETAILS Lli SHEET C-6° 2 zw J � S C.) Q g a 200 VC 200 VC o i ........ ._ .. ..... __.,_ ,� ..� _ - _, ._. _" ___ ...�.... ,_. ._ v, .. a - ..4D ._. .eec .. f .. ... Phi F_�LE I - w r U.TI�',1=Yi�fE _ r_., _ _.._.._._�..a� _ _. w W.,.._ f .. _ I 330 L � :...� S c ... .. € .. caCA� -. LIJ A SHOWN Qr I °' �c 9 1 40 1 2 3 4 TOTAL o 0 wo �o Qo J O 0 I 2 3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 I i I i I i I .c,L... N ff kEi } M- 4) - r:.. ©yam �. Ij. 0_ _ wmW � L W W Distj COUNTY I ROUTE TOTAL PROJECT No. I SHEE" 06 Ker 119 R27.3/R28.3 6 69 �✓ jo - 1/26/12 �oFESS,o REGISTERED CIVIL ENGINEER DATE � roe NaY �CADENA A. C 36213 PLANS APPROVAL DATE NO O6/3O11 a THE STATE OF CALIFORNIA OR TTS OFFICERS Exp. OR AGENTS SIIXZL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED qTF of W-15 P� COPIES OF THIS PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 .34 Lt "T" +07.68 AWCUT NOTES: 1° FOR ACCURATE RIGHT OF O WAY AND ACCESS DATA, -- - O CONTACT RIGHT OF WAY + v ENGINEERING AT THE DISTRICT OFFICE. 2. FOR SPORTS VILLAGE MAIN _ - 4-- w INTERSECT ON, SEEP N -r CONSTRUCTION DETAILS Lli SHEET C-6° 2 zw J � S C.) Q g a 200 VC 200 VC o i ........ ._ .. ..... __.,_ ,� ..� _ - _, ._. _" ___ ...�.... ,_. ._ v, .. a - ..4D ._. .eec .. f .. ... Phi F_�LE I - w r U.TI�',1=Yi�fE _ r_., _ _.._.._._�..a� _ _. w W.,.._ f .. _ I 330 L � :...� S c ... .. € .. caCA� -. LIJ A SHOWN Qr I °' �c 9 1 40 1 2 3 4 TOTAL o 0 wo �o Qo J O 0 I 2 3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 I i I i I i I COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS .r 119 R27.3/R28472- 7 69 ti _4/29/11 QRo EsstoN !EDI CIVIL ENGINEER DATE �a a ARLOS A. Fi y CADENA z 'PROVAL DATE No. C 36213 A � P06/30/1 � �F CALIFORNIA OR ITS OFFICERS Ex HALL NOT BE RESPONSIBLE FOR mT p 'Y OR COMPLETENESS OF SCANNED �A�tF�°�� %IIS PLAN SHEET, CITY OF BAKERSFIELD 'ONT DRIVE PUBLIC WORKS DEPARTMENT 0 1501 TRUXTUN AVENUE :A 92612 BAKERSFIELD, CA 93301 NOTE: 1. FOR ACCURATE RIGHT OF p WAY AND ACCESS DATA, O CONTACT RIGHT OF WAY + u) ENGINEERING AT THE � DISTRICT OFFICE. F- Qw + LIJ to = LL1 zW JW x SCALE 1"=50` rl ^. r w CD O > w w V) of W w F -- If Q 0 x a� x z Ld a Ld V) J m vI co F Ld Ld J z a: Z Q J Ld 2 Y U i om } w m w < o �z w �U Y U U JN W Q W = Up U ICI O O Q0 Lc) J �W -h LLL U`) _ V) w z Lt.i J W 2 U H Q a� x O • t V) co - _. 0' 330 W OF- D_ J Z Q � Z Q g W J zo � TOTAL Q Q -c Z U O_ � F- Q U _ Z (n ._ 0 tL J � Q Z (, Q 320 J STATION 6 N 8 9 Z L O U ICI O O Q0 Lc) J �W -h LLL U`) _ V) w z Lt.i J W 2 U H Q Nip Dist COUNTY ROUTETOTAL PROJECT V No. SHEE' 06 Ker 119 R27.3/R28.3 8 69 4/29/11 RpFESS70 REGISTERED1 CIVIL ENGINEER DATE 0�e N41 1P ARLOS A. FZ CADENA z PLANS APPROVAL DATE No.nC 36213 a $ ExIr.6/30/1 � THE 574TE OF CALIFORNIA OR ITS OFFICERS OR AOENTS SHALL NOT BE RESPONSIBLE FOR STs tip THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T//,'S PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTES: 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. FOR ASHE Rd/TAFT Hwy INTERSECTION SEE CONSTRUCTION DETAILS SHEET C-7. 06000001091 iq N lf1 0 M • t co - _. � 0 330 OF- 00 0 J as w w Q g D f zo _ TOTAL 20 -c 'o � � J ¢o _ J .L ._ 320 STATION 6 7 8 9 L Exc - CY EXC USERNAME => P0044960 BOR ER LAST REVISED 7/2/2010 ..-.-__..._.....__.___.Q—_DGN FILE => 6OG860eaO5.dgn _._.. _... Nip Dist COUNTY ROUTETOTAL PROJECT V No. SHEE' 06 Ker 119 R27.3/R28.3 8 69 4/29/11 RpFESS70 REGISTERED1 CIVIL ENGINEER DATE 0�e N41 1P ARLOS A. FZ CADENA z PLANS APPROVAL DATE No.nC 36213 a $ ExIr.6/30/1 � THE 574TE OF CALIFORNIA OR ITS OFFICERS OR AOENTS SHALL NOT BE RESPONSIBLE FOR STs tip THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T//,'S PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTES: 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. FOR ASHE Rd/TAFT Hwy INTERSECTION SEE CONSTRUCTION DETAILS SHEET C-7. 06000001091 iq N lf1 0 M 4 M n ^ li II � 0 330 OF- 00 0 J as w w Q g D f zo TOTAL 20 'o �o � I ¢o J O X 3 X W Z w Q w F- J S to w w J Z Z Q Lu Y U u p>- < 'j Q'j p J Z W U Y U.� U J In W aw v o U v 0 s w o_ � Q Z J w a z Q O U H Q U Z O u- J fr z Q Z U a J LoLo z Z O U X I Q NOTES: 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. SEE DRAINAGE PLANS, UTILITY PLANS, STAGE CONSTRUCTION, TRAFFIC HANDLING PLANS, PAVEMENT DELINEATION PLANS, SIGN PLANS AND ELECTRICAL PLANS FOR ADDITIONAL REMOVALS. LEGEND C-1 TO C-3: ME REMOVE Exist PAVEMENT _. n Au Dist' COUNTY I ROUTE TOTAL PROJECT _ No. SHEE' 06 Ker 119 R27.3/R28.3 9 69 4/29/11 Ra Essro REGISTERED CIVIL ENGINEER DATE �oP X41, w� ARLOS A. F� y CADENA PLANS APPROVAL DATE w No.0 36213 m � 06/30/1 � THE STATE OF CALIFORNJA OR ITS OFFICERS Ex OR AGENTS SHALL NOT BE RESPON513LE FOR THE ACCURACY OR COMPLETENESS OF SCANNED OF CALIa COPIES OF THIS PLAN SHEET, PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 O O CV + I O U CV t— ® W LV I/? = U) w LL.i LJZ J V) _ 0 I— Q Q Z O u_ x v CONSTRUCTION RUCTIO DETAILS o (REMOVALS) SCALE® 1 50° THIS PLAN FOR REMOVALS ONLY. " = USERNAME=>P0044960 RELATIVE BORDER SCALE 0 1 2 3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 BORDER LAST REVISED 7/2/2010 DGN FILE => 6OG860aao1.dan IS IN INCHES F O F LL 1- ~ 0 C a a W W g � H >O ;0 y 00 =o 0 kln= FOR ACCURATE RIGHT WAY ACCESS x I 1. DATA, CONTACT DISTRICT OFFIOOF OF WAY ENGINEERING AT >- < Lj aw �z W cU Y UU J V) to W W U = UD U Cf 0 X r w O N o > I- Ir V) W Cc = > w O W C O N ao + z 01 Nu n T H Q Z 0 Ld x 0 '6- LLI z w Ld (n = Q I- J In Z (n W 1- W Z W J W J —+LLJ z Q J (n Z z a a W = Y U = U F - O Q U >- < Lj aw �z W cU Y UU J V) to W W U = UD U S Q Z CC O LL x J Q LE, V LL O a O O N M Lj O O m n rs a.vr � nn�/ nw rranr Dist COUNTY ROUTE 06 Ker 119 R27.3/R28.3 1 10 I 69 t, ,4 4/29/11 REGISTEREDI CIVIL ENGINEER DATE �O pR�FESS2pN4( ARLOS A. Fy ti CADENA z PLANS APPROVAL DATE No.0 36213 A 06/30/1 YE STATE OF CALIFORNIA OR ITS OFFICERS Ex ? AGENTS SHALL NOT BE RESPONSIBLE FOR sTq �c VE ACCURACY OR COMPLETENESS OF SCANNED of CAL 1F 2PIE5 OF THIS PLAN SHEET, 'ARSONS CITY OF BAKERSFIELD '201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT >UITE 200 1501 TRUXTUN AVENUE RVINE, CA 92612 BAKERSFIELD, CA 93301 a O O N M � O J W 0] (n wW Z LL1 J BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 OGN FILE => 60G860ga02.dgn RELATIVE BORDER SCALE 0 IS IN INCHES THIS PLAN FOR REMOVALS ONLY. UNIT 1477 CONSTRUCTION ®ETAmI. (REMOVALS) SCALE: 1'° = 50' C -2 PROJECT NUMBER & PHASE 06000001091 n O W w F f 0 f 00 J CL Ja .I O O �o o ?o 0 Cf X O N Ir W d � C N z W J n Q Q Z U O Q u U Z (n Q W J Q Z U a J N O U S Q Z CC O LL x J Q LE, V LL O a O O N M Lj O O m n rs a.vr � nn�/ nw rranr Dist COUNTY ROUTE 06 Ker 119 R27.3/R28.3 1 10 I 69 t, ,4 4/29/11 REGISTEREDI CIVIL ENGINEER DATE �O pR�FESS2pN4( ARLOS A. Fy ti CADENA z PLANS APPROVAL DATE No.0 36213 A 06/30/1 YE STATE OF CALIFORNIA OR ITS OFFICERS Ex ? AGENTS SHALL NOT BE RESPONSIBLE FOR sTq �c VE ACCURACY OR COMPLETENESS OF SCANNED of CAL 1F 2PIE5 OF THIS PLAN SHEET, 'ARSONS CITY OF BAKERSFIELD '201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT >UITE 200 1501 TRUXTUN AVENUE RVINE, CA 92612 BAKERSFIELD, CA 93301 a O O N M � O J W 0] (n wW Z LL1 J BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 OGN FILE => 60G860ga02.dgn RELATIVE BORDER SCALE 0 IS IN INCHES THIS PLAN FOR REMOVALS ONLY. UNIT 1477 CONSTRUCTION ®ETAmI. (REMOVALS) SCALE: 1'° = 50' C -2 PROJECT NUMBER & PHASE 06000001091 n O W w F f 0 f 00 J CL Ja .I O O �o o ?o 0 NOTE: 1. FOR ACCURATE RIGHT OF WAY AND ACCESS x DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFTCF. x r 0 w V No. SHEETS m in > - 1— 11 0 w w = V) of O > w w F- O o_ a + N THE STATE OF CALIFORNIA OR ITS OFFICERS Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr qTF N Z �t U J W 2201 DUPONT DRIVE a Q SUITE 200 1501 TRUXTUN AVENUE z O O BAKERSFIELD, CA 93301 p Lv xI- CD w LLJ In -r a w J Ld 2 In ZLLI O w Z Ld -i Lij J J Z Q Cn K W Y S (� = Q U v _ f— F _ LJ UJ J Z I/y x 0 O TOTAL PROJECT V No. SHEETS 06 Ker 119 R27.3/R28.3 11 69 Ld _ R�FEss REGISTERED CIVIL ENGINEER DATE roe Nq Ld F� CADENA o_ z A PLANS APPROVAL DATE No.0 THE STATE OF CALIFORNIA OR ITS OFFICERS Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr qTF N Z COPIES OF T111S PLAN SHEET. J W 2201 DUPONT DRIVE a Q SUITE 200 1501 TRUXTUN AVENUE z O O BAKERSFIELD, CA 93301 � Q U O Ln J �® K J Q z a v _ f— F _ LJ UJ J Z I/y J O z O O 19 UO W Z T- > o O x ¢ pm CC Ld Ld LtJ v, Z (n Q � J r o = U � f— LLJ 0 Q Z CC x J a U C 0 N THIS PLAN FOR REMOVALS ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 RELATIVE BORDER SCALE O 1 2 3 DGN FILE => 60G860ga03.dan IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT V No. SHEETS 06 Ker 119 R27.3/R28.3 11 69 k,.A, 4_/29/11 _ R�FEss REGISTERED CIVIL ENGINEER DATE roe Nq �P ARLOS A. F� CADENA 36213 z A PLANS APPROVAL DATE No.0 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F��lp COPIES OF T111S PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 I— IO O LO Ln �® J ® W -i- m N Ld - LJ UJ Z I/y J R/W n YlAl UNIT 1477 1 .,vI�STRUCTION QCI'HIL0 (REMOVALS) SCALE: 1" = 50' C ®d PROJECT NUMBER & PHASE 06000001091 .-3 c Ir 0 > w m > w w CL > w w Of a 0 x 0 "T" +53.11 X z w (344.00' Fd (344.17' LIP) a w NUMBER (SEE TYPICAL N SECTIONS) CC 2 V7 z H- W T +63.46 A/2 W J z V) d Q w x 344.74' FL Y U pm > W m 1- 'j QO JZ W :D Y U U JV) W Q Wu 0 UO U 1 Q Z O x Q UlU 0 LEGEND "T" +53.11 X I�a c� (344.00' Fd (344.17' LIP) O ,i NUMBER (SEE TYPICAL N SECTIONS) CC Lt1 344.25' FL z 344.42' LIP T +63.46 A/2 J O W V) d O' � Q 344.74' FL Z T� W J 0 a c z � o UC) z D 0 o Z U a J V) V) z 0 U 1 Q Z O x Q UlU 0 BORDER LAST REVISED 7/2/2010 R/W USERNAME=>P0044960 DGN FILE => 60G860gaO4.dgn Ilaval N, LEGEND "T" +53.11 PAVEMENT OVERLAY I�a c� (344.00' Fd (344.17' LIP) STRUCTURAL SECTION ,i NUMBER (SEE TYPICAL T +55.86 A/4 SECTIONS) CC Lt1 344.25' FL z 344.42' LIP T +63.46 A/2 J O LL - V) _ O' OI I 344.74' FL I T� BORDER LAST REVISED 7/2/2010 R/W USERNAME=>P0044960 DGN FILE => 60G860gaO4.dgn Ilaval N, "T- +88:14—' 345.48 -',TC 344.98' rL'- 345.15' Lip "T" +00.00 345.57' TC 345,07' FL N °T°' +50.00 "T°' +00.00 "T" +50.00 345.97'TC 5:6346.41'TC 345.47' FL 344 345.91 FL 6L345.64' Lip 35.8ip 346.08' Lii 0 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES ° UNIT 1477 3 °T" +00.00 346. Z TC 346.12' FL 346.29' Lip DistCOUNTY I ROUTE rw ° muco onto ° I TOTAL PROJECT No.;SHEE' 06; Ker 119 R27.3/R28.3 12 1 69 4/29/11 REGISTERED1 CIVIL ENGINEER DATE �o pRaf ESS joNq< �� ARLOS A. CADENA a PLANS APPROVAL DATE a No.0 36213 A ExP06/30/1 THE STATE OF CALIFORNIA OP ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLF FOR `rT THE ACCURACY OP COMPLETENESS OF SCANNED 4TP OF CAI -15 P COPIES OF 7-11I5 PLAN SNEFT. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. CONSTRUCTION DETAILS SCALE: 1 °' = 20' C -4 PROJECT NUMBER & PHASE 06000001091 LEGEND "T" +53.11 PAVEMENT OVERLAY JOIN EXist (344.50'TC) PAVEMENT OVERLAY (344.00' Fd (344.17' LIP) STRUCTURAL SECTION NUMBER (SEE TYPICAL T +55.86 A/4 SECTIONS) 344.75' TC CITY OF 344.25' FL C.O.B. BAKERSFIELD 344.42' LIP T +63.46 A/2 344.99'TC 344.49' FL 344.66' LIP ""T" +74.78 A/4 345.24 TC 344.74' FL 344`91LIP "T- +88:14—' 345.48 -',TC 344.98' rL'- 345.15' Lip "T" +00.00 345.57' TC 345,07' FL N °T°' +50.00 "T°' +00.00 "T" +50.00 345.97'TC 5:6346.41'TC 345.47' FL 344 345.91 FL 6L345.64' Lip 35.8ip 346.08' Lii 0 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES ° UNIT 1477 3 °T" +00.00 346. Z TC 346.12' FL 346.29' Lip DistCOUNTY I ROUTE rw ° muco onto ° I TOTAL PROJECT No.;SHEE' 06; Ker 119 R27.3/R28.3 12 1 69 4/29/11 REGISTERED1 CIVIL ENGINEER DATE �o pRaf ESS joNq< �� ARLOS A. CADENA a PLANS APPROVAL DATE a No.0 36213 A ExP06/30/1 THE STATE OF CALIFORNIA OP ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLF FOR `rT THE ACCURACY OP COMPLETENESS OF SCANNED 4TP OF CAI -15 P COPIES OF 7-11I5 PLAN SNEFT. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. CONSTRUCTION DETAILS SCALE: 1 °' = 20' C -4 PROJECT NUMBER & PHASE 06000001091 x m w m V) o > w W N > w LU i- af a 0 x 0 x z w a w V) END MILL & HMA OVER x V) r- w w -j z o: z a x w x Y U I om r W m H Q� Jz W D Y U J Lr) U W aLdw = Uc� U "T" +18.08 Beg 75=1 TAPE 345.53' TC 345.03' FL 345.20' Lip "T" +38.78 345.55' TC 345.05' FL 345.22' Lip "T" 345.53' TIC 345.03' FL 345.20' Lip "T" +00.00 345.43' TC 344.93' FL 345.10' Lip 344.77' FL 344.94' Lip "T" +00.0-Q-- 345.12' TC 344.62' FL 344.79' Lip Lu a I Q z C> x -� Q U 0 BORDER LAST REVISED 7/2/2010 USERNAME =060044960 DGN FILE _> 60G 860ga05.dan "T" +50.00 344.971 TC 344.47' FL 344.64' Lip "T" +71.43 /344.90'TC 344.40'FL 344,57' Lip (TYPE B2-6) 30 T +66°00 Beg MILL & 0.20'-0.30' 344.491 FL 344.66' Lip - R /W "T" +50.00 345.14' TC 344.64' FL 345.81' Lip "T" +00°00 345.29' TIC 344.79' FL 344.96' Lip Distj COUNTY I ROUTE I rvai -6J�. CT No"� TOTAL PR4OJEE. S H E E 1 06 Ker 119 R27°3/R28.3 13 69 -- 4/29/11 0FES5I� REGISTERED1 CIVIL ENGINEER DATE roe Nq ARLOS A. F� CADENA z PLANS APPROVAL DATE No. C 36213 A THE STATE OF CAL IFORNlA OR ITS OFFICERS Exp.6/30/1 OR AGENTS SHALL NOT BE RESPONSIBLE FORSr v THE ACCURACY OR COMPLETENESS OF SCANNED°OF cn�tF°aN� COPIES OF THIS PLAN SHEET. PARSONSCITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE® 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. "T" +50.00 345.44' TC 344.94' FL 345.11' Lip 345,49' TC 344.99' FL 345.16' Lip _R c� x ����____ -LA -TE 0 V) END MILL & HMA OVER "T" +87.00�_....I w o_ x� x Beg HMA OVERLAYu 0,20'- a ') 4T;H z W J �• � pcn• 0 a a ;,W E 1 9 z U O a L) v, D 0 w J a EP�.. z U Q H J 0 M �- 6.00 z 0 O HMA OVERLAY - R/Wuj U 2 r "T" +18.08 Beg 75=1 TAPE 345.53' TC 345.03' FL 345.20' Lip "T" +38.78 345.55' TC 345.05' FL 345.22' Lip "T" 345.53' TIC 345.03' FL 345.20' Lip "T" +00.00 345.43' TC 344.93' FL 345.10' Lip 344.77' FL 344.94' Lip "T" +00.0-Q-- 345.12' TC 344.62' FL 344.79' Lip Lu a I Q z C> x -� Q U 0 BORDER LAST REVISED 7/2/2010 USERNAME =060044960 DGN FILE _> 60G 860ga05.dan "T" +50.00 344.971 TC 344.47' FL 344.64' Lip "T" +71.43 /344.90'TC 344.40'FL 344,57' Lip (TYPE B2-6) 30 T +66°00 Beg MILL & 0.20'-0.30' 344.491 FL 344.66' Lip - R /W "T" +50.00 345.14' TC 344.64' FL 345.81' Lip "T" +00°00 345.29' TIC 344.79' FL 344.96' Lip Distj COUNTY I ROUTE I rvai -6J�. CT No"� TOTAL PR4OJEE. S H E E 1 06 Ker 119 R27°3/R28.3 13 69 -- 4/29/11 0FES5I� REGISTERED1 CIVIL ENGINEER DATE roe Nq ARLOS A. F� CADENA z PLANS APPROVAL DATE No. C 36213 A THE STATE OF CAL IFORNlA OR ITS OFFICERS Exp.6/30/1 OR AGENTS SHALL NOT BE RESPONSIBLE FORSr v THE ACCURACY OR COMPLETENESS OF SCANNED°OF cn�tF°aN� COPIES OF THIS PLAN SHEET. PARSONSCITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE® 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. "T" +50.00 345.44' TC 344.94' FL 345.11' Lip 345,49' TC 344.99' FL 345.16' Lip _R ����____ -LA -TE END MILL & HMA OVER "T" +87.00�_....I x� x Beg HMA OVERLAYu 0,20'- 4T;H h° �• � pcn• ;,W E 1 9 AY) ,1 EP�.. M �- 6.00 n HMA OVERLAY - R/Wuj 2 r \8.20 Lt "T" +58.55 HMA OVERLAY SAWCUT 00 W W F- g � H CONSTRUCTION DETAILS -0 SCALE: 1 " = 20' e o C-5 ao ' J o RELATIVE BORDER SCALE 0 1 2 3 I UNIT 1477 IS IN INCHES i PROJECT NUMBER & PHASE 06000001091 D X 0 r m o w Y U W = U X z w 0 Q w V) F J x 0 h w Ld J w z //i14 345.27'FL D z a V) w x N Y U X om w aw JZ U� J n UD U0 r m o w Y U W = U X (TYPE 62-6) 0 345.73' TC V) 345.23' FL 345.41' Lip I TII + .75 Q/4 345.77'TC w //i14 345.27'FL D 345.44' Lip V) Q "T" +97-34 A/2 N z 345.81TC w 345.31' FL J O 345.48' Lip Q Q "T'° + .69 0/4 Z U 345.85'TC O 0 345.35'FL H Q 345.52' Lip U 73,00' Lt "T"+22.08 E Z VY 345.89' TC, 345.39' FL, O 345.56' Lip LL J / IIT" + -Q.00 h- Q 345.97' TC Z () j' 345.47' FL 4 345.64' Lip h - 3p. '1''-R/W J N Z O U IQr Z C> X 'J 4 LVL I) U O 346.42' TC 345.92' FL 346.09' Lip +03 END CURB AND GUTTER (TYPE B2-6) 346.01' TC, 345.51' FL 345.68' Lip A/4 "TII +00.42 346.06' TC 345.56' FL 11T11 +9 .73' Lip A/2 -3-46.10'TC 345.60FL 7'345. p A/4 T +81. 346.15' TC 345.65'FL 345.82' Lip "T" +68.08 BC 346.19' TC 345.69' FL 345.86' Lip "T" +50.00 346.25' TC 345.75' FL 345.92' Lip 345.99' Lip MAINTAINED Exist UNPAVED ACCESS BORDER LAST REVISED 7/2/2010 USERNAME=>60 0 60G8G0 RELATIVE BORDER SCALE DGN FILE _) 60G86Caa06.dan IS IN INCHES L V" 345.90' TC f� 345.40' FL ' - --345.57` Lip-- - ROUTE 119 (TAFT HIGHWAY) T" JANE Sta 10+00. 347.00 FS 1 2 R/W 00 - CURB & GUTTER (TYPE B2-6) 1 UNIT 1477 Dist COUNTY ROUTE irwl ma�c:o TOTAL PROJECT Noo SHEE" 06 Ker 119 R27.3/R28.3 14 69 _ 1/26/12 P'O E SIO REGISTERED CIVIL ENGINEER DATEARLdoe N4� H� A. CADOENA a PLANS APPROVAL DATE No. C 36213 A � ExP06/30/1 � THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS 511,4LG NOT BE RESPONSIBLE FOR Sr THE ACCURACY 0R COMPLETENESS OF SCANNED qJP OF cdlff��`p COPIES OF T11I5 PLAN SHEET, PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE® 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. a N C N I� M n ^ V p O O O J J a a w w H � a CONSTRUCTION DETAILS zo SCALE: 1" = 201 o _ I �/6N O C J O PROJECT NUMBER & PHASE 06000001091 Beg CURB AND GUTTER (TYPE 62-6) 345.73' TC 345.23' FL 345.41' Lip I TII + .75 Q/4 345.77'TC //i14 345.27'FL 345.44' Lip "T" +97-34 A/2 345.81TC 345.31' FL z M 345.48' Lip "T'° + .69 0/4 - 0 345.85'TC 0 345.35'FL = z 345.52' Lip 73,00' Lt "T"+22.08 E R/W , 345.89' TC, 345.39' FL, 345.56' Lip / IIT" + -Q.00 345.97' TC j' 345.47' FL 345.64' Lip 3p. '1''-R/W MAINTAINED Exist UNPAVED ACCESS BORDER LAST REVISED 7/2/2010 USERNAME=>60 0 60G8G0 RELATIVE BORDER SCALE DGN FILE _) 60G86Caa06.dan IS IN INCHES L V" 345.90' TC f� 345.40' FL ' - --345.57` Lip-- - ROUTE 119 (TAFT HIGHWAY) T" JANE Sta 10+00. 347.00 FS 1 2 R/W 00 - CURB & GUTTER (TYPE B2-6) 1 UNIT 1477 Dist COUNTY ROUTE irwl ma�c:o TOTAL PROJECT Noo SHEE" 06 Ker 119 R27.3/R28.3 14 69 _ 1/26/12 P'O E SIO REGISTERED CIVIL ENGINEER DATEARLdoe N4� H� A. CADOENA a PLANS APPROVAL DATE No. C 36213 A � ExP06/30/1 � THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS 511,4LG NOT BE RESPONSIBLE FOR Sr THE ACCURACY 0R COMPLETENESS OF SCANNED qJP OF cdlff��`p COPIES OF T11I5 PLAN SHEET, PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE® 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. a N C N I� M n ^ V p O O O J J a a w w H � a CONSTRUCTION DETAILS zo SCALE: 1" = 201 o _ I �/6N O C J O PROJECT NUMBER & PHASE 06000001091 0 > w m U) o > w > w w - Q 0 X U } -- 81 SES z w \ 20.00' Rt "T" 79.77 Q w 347.61'FS H J 2 w °- Ld w w J z W z Q w x Y U no w N z J W ¢ O z Q o U U Z 0 O � J t- Q z U a r- 7) V) V) z 0 U 0 r z w M r CCW 0 z 0 ti X -J v 0 32.3Q' Lt "A" +80.23 SAWCUT AND CONFORM 61 .50' Lt °' +98.69 SAWCUT AND CONFORM "T°" +22.05 JOIN Exist 346.66 TC t 346.16 FL 0/4 "T" +19.46 346.61' TC (346.33' LIPJ 346. L, 346,28 Lip 66.36' Lt "A" +80.23 SAWCUT AND CONFORM ®/2 "T" 11 .89 346.56' TC 346.06 FL, 346.23 Lip x.11' Lt "T" +1 . 5 SAWCUT AND CONFORM d/4 "T" 00.509 346 50' TC 63.00' Lt "T" +87.04 BCR 346.00' FL, 346.17' LIP END CURB & GUTTER (TYPE B2-6) 63,00' Lt "T" +50.00 Beg Trans FROM B2-6 CURB & GUTTER 344.88f FL TO C.O.B. (TYPE B) CURB & GUTTER 345.05' Lip 346.45' TC, 345.95' FL, 346.12' LIP 00' Lt "T" +17.04 67.00 Lt "T" +37.04 Begin BUS BAY 345.26' TC End BUS BAY 344.76' FS 346.161 TC 344.85 345,, LIP �- R/W 66 FS, --..n ES TAFT Hwy 2% p . t BORDER LAST REVISED 7/2/2010 63.00' Lt "T" +50.00 345.19' FL 63.E Lt 345.36' Lip 345.62' FL 3.45.79' LiI 3.OD' 7 +57,/04/ .. T,. 0.1..0 ;...7" MAINTAIN Exist ACCESS i 26.19' Rt "T" +45.17 Beg HMA DIKE (TYPE A Elev 346.65 USERNAME=>P0044960 DGN FILE => 60G860ga07.dgn 30 '� A' Rt "T" +00.96 END HMA DIKE (TYPE A Elev (346.75) BUS BAY 110111 IMF-, 8' FUTURE SIDEWALK BY SPORTS PARK 2% J R/W w In Q >UTE 1,0,_,(TAFT HIGHWAY) I RELATIVE BORDER SCALE IS IN INCHES n, Dist COUNTY 1 ROUTE ��" '"""' ` TOTAL PROJECT No. SHEE' 06 Ker 119 R27,3/R28.3115 69 ro 4/29/11 R"F ESS IO REGISTERED1 CIVIL ENGINEER DATE E� e N41, �e ARLOS A. F� h CADENA ° PLANS APPROVAL DATE No.0 36213 a * THE STATE OF CALIFORNIA OR ITSOFFICERS Ex OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr THE ACCURACY OR COMPLETENESS OF SCANNED qTF Op cnL IFOP`j1P COPIES OF THIS PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 12' ETW 8' ES 14,44' 4G Cr O 2% 5% Var Ll_ 4.6%-4.?% o Exist DRIVEWAY SECTION "B"l-111311 SEE BELOW 152 i ETW 12' ES 8' h 'T. 11.90 347.96` FS R=20 34.44' Rt "T" 31.11 0 1 2 3 UNIT 1477 I i I i I i I ROHTF 11AI(TAET wTrUurAV) ,rI om } -- 81 SES w m \ 20.00' Rt "T" 79.77 347.61'FS a� o �z w D Y UU. U J U W QW S Up U no w N z J W ¢ O z Q o U U Z 0 O � J t- Q z U a r- 7) V) V) z 0 U 0 r z w M r CCW 0 z 0 ti X -J v 0 32.3Q' Lt "A" +80.23 SAWCUT AND CONFORM 61 .50' Lt °' +98.69 SAWCUT AND CONFORM "T°" +22.05 JOIN Exist 346.66 TC t 346.16 FL 0/4 "T" +19.46 346.61' TC (346.33' LIPJ 346. L, 346,28 Lip 66.36' Lt "A" +80.23 SAWCUT AND CONFORM ®/2 "T" 11 .89 346.56' TC 346.06 FL, 346.23 Lip x.11' Lt "T" +1 . 5 SAWCUT AND CONFORM d/4 "T" 00.509 346 50' TC 63.00' Lt "T" +87.04 BCR 346.00' FL, 346.17' LIP END CURB & GUTTER (TYPE B2-6) 63,00' Lt "T" +50.00 Beg Trans FROM B2-6 CURB & GUTTER 344.88f FL TO C.O.B. (TYPE B) CURB & GUTTER 345.05' Lip 346.45' TC, 345.95' FL, 346.12' LIP 00' Lt "T" +17.04 67.00 Lt "T" +37.04 Begin BUS BAY 345.26' TC End BUS BAY 344.76' FS 346.161 TC 344.85 345,, LIP �- R/W 66 FS, --..n ES TAFT Hwy 2% p . t BORDER LAST REVISED 7/2/2010 63.00' Lt "T" +50.00 345.19' FL 63.E Lt 345.36' Lip 345.62' FL 3.45.79' LiI 3.OD' 7 +57,/04/ .. T,. 0.1..0 ;...7" MAINTAIN Exist ACCESS i 26.19' Rt "T" +45.17 Beg HMA DIKE (TYPE A Elev 346.65 USERNAME=>P0044960 DGN FILE => 60G860ga07.dgn 30 '� A' Rt "T" +00.96 END HMA DIKE (TYPE A Elev (346.75) BUS BAY 110111 IMF-, 8' FUTURE SIDEWALK BY SPORTS PARK 2% J R/W w In Q >UTE 1,0,_,(TAFT HIGHWAY) I RELATIVE BORDER SCALE IS IN INCHES n, Dist COUNTY 1 ROUTE ��" '"""' ` TOTAL PROJECT No. SHEE' 06 Ker 119 R27,3/R28.3115 69 ro 4/29/11 R"F ESS IO REGISTERED1 CIVIL ENGINEER DATE E� e N41, �e ARLOS A. F� h CADENA ° PLANS APPROVAL DATE No.0 36213 a * THE STATE OF CALIFORNIA OR ITSOFFICERS Ex OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr THE ACCURACY OR COMPLETENESS OF SCANNED qTF Op cnL IFOP`j1P COPIES OF THIS PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTE: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 12' ETW 8' ES 14,44' 4G Cr O 2% 5% Var Ll_ 4.6%-4.?% o Exist DRIVEWAY SECTION "B"l-111311 SEE BELOW 152 i ETW 12' ES 8' h 'T. 11.90 347.96` FS R=20 34.44' Rt "T" 31.11 0 1 2 3 UNIT 1477 I i I i I i I ROHTF 11AI(TAET wTrUurAV) ,rI CONFORM I CONFORM (346.62` FS) (346.81'FS) a o m DRIVEWAY DETAIL T.' 152+11.90 TO g;T 152+79.77 wo �� F- i... 0O Q aJ a ww a � i o r CONSTR CTICN DETAILS SCALE: 1 °` = 20' o C-7 < ' a O O PROJECT NUMBER & PHASE 06000001091 ETW __10`4 -- 81 SES 11-20, \ 20.00' Rt "T" 79.77 347.61'FS 34.44' Rt "T" 60.56 CONFORM I CONFORM (346.62` FS) (346.81'FS) a o m DRIVEWAY DETAIL T.' 152+11.90 TO g;T 152+79.77 wo �� F- i... 0O Q aJ a ww a � i o r CONSTR CTICN DETAILS SCALE: 1 °` = 20' o C-7 < ' a O O PROJECT NUMBER & PHASE 06000001091 I a x x x x x x m LEGEND: //////////////// TFR///// TEMPORARY FIBER ROLL (PER CTRSP T56) EEEfl TEMPORARY CONSTRUCTION ENTRANCE (PER CTSP T58) TEMPORARY DRAINAGE INLET PROTECTION (PER CTSP NSP T61, NSP T62,NSP T63,NSP T64) TEMPORARY CONCRETE WASHOUT FACILITY (PER CTSP T59) 0 r W m C/)TEMPORARY HYDRAULIC MULCH 0 > Lu w N_ Ir >W w r- cr 0 0 z w w Ir 0 z ama F Q Z 0 Q ©c NOTES: 1. FIBER ROLLS SHALL BE PLACED BETWEEN DISTURBED EARTH AREAS AND NON -DISTURBED OFF-SITE AREAS DOWNSTREAM. ANTICIPATED LOCATIONS OF FIBER ROLLS ARE SHOWN ON THE PLAN. 2. WHERE REQUIRED, FIBER ROLLS SHALL BE PLACED 1 FT INSIDE R/W EASEMENT BOUNDARIES. 3. IN SOME CASES, FIBER ROLLS MAY BE REQUIRED TO DELINEATE THE WORK AREA, PROTECTING FEATURES TO REMAIN (EG TREES). 4. DRAIN INLET PROTECTION SHALL NOT BE PLACED ON THE FREEWAY SHOULDER OR OTHER PUBLICALLY TRAVELED SURFACES WITHIN CALTRANS R/W, UNLESS SEPARATED FROM LIVE TRAFFIC BY CONSTRUCTION BARRIER (TYPE K). 5. PLACEMENT OF TEMPORARY CONSTRUCTION ENTRANCES AND CONCRETE WASHOUT AREAS ARE APPROXIMATE, ORIENTATION WILL DEPEND ON FIELD CONDITIONS. F FOP Arr]]PATC DTCUT nr WAV Anin Arrrcc nATA rnKlTArT Dist COUNTY ROUTE '-"`'""" TOTAL PROJECT ` No. 1 SHEE' 06 1 Ker 119 27.3/28.3 17 1 69 /dam din 04/29/11 REGISTERED CIVIL ENGINEER DATE p�pFEsslpN4 PLANS APPROVAL DATE THE STATE OF CA[IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF Th'IS PLAN SHEET. vr IGUEL A. `GALVAN C 63534 A Exp.9-30-12 sT4rFCIVIL`P OF CALIF PA '�,'= ® jM5 I CITY OF BAKERSFIELD 2201 DUPONT DRIVE, SUITE 200 1501TRUXTUN AVENUE IRVINE, CALIFORNIA 92612 BAKERSFIELD, CALIFORNIA 93301 BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>P0044960 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 60G860abO01 . don IS IN INCHES i UNIT 1477 0 O + CV O 1 CV U yF_ W LLJ Z Ld _ Z _ LdJ U Lv F_ In Q d] � 00 N 0 TEMPORARY WATER POLLUTION Wg CONTI ROL PLAN z SCALE 1" = 50` o OO, w0 WPC -i00 -' O PROJECT NUMBER & PHASE 06000001091 x M x x FA Q Z z W Q W > 4: J (D Q C7 Q Q 2 < J Q W Z O O co p m } W n F Q W 0 JZ W JU X U- U J In W Q W = U0 U X Ct� O Of W J Q z 0 U Z Ii F - z a J U) Z 0 V F, O 0 + N N I M !(U� T LL W LaJ II_I Z S N W = LLI U V) I— Q BORDER LAST REVISED 7/2/2010 Dist COUNTY ROUTE TOTAL PROJECT d No. SHEETS 06 Ker �1I1�9 27.3/28.3 19 69 Q. Z 04/29/11 'ERED CIVIL ENGINEER DATE �oeaOFESsI A, MIGUEL A. Fi GALVAN z APPROVAL DATE No._C 63534 A S OF CALJFORNI,4 OR ITS OFFICERS EXP' 9-3 '12 S SHALL NOT BE RESPONSIBLE FOR ST C I V I L a P 4ACY OR COMPLETENESS OF SCANNED 4 pp cnEiF�� THIS PLAN SHEET. A SQ S CITY OF BAKERSFIELD (PONT DRIVE, SUITE 200 1501 TRUXTUN AVENUE CALIFORNIA 92612 BAKERSFIELD, CALIFORNIA 93301 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY USERNAME => P0044960 i I RELATIVE BORDER SCALE o 1 2 3 DGN FILE => 60G860ab003.dar I IS IN INCHES UNIT 1477 a N v v p .. N N \ N n ^ 11 p O LU O ~ TEMPORARY WATER POLLUTION <� CONTROL PLAN SCALE 1 " = 50' O WPC -3 J O PROJECT NUMBER & PHASE 06000001091 { t THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY USERNAME => P0044960 i I RELATIVE BORDER SCALE o 1 2 3 DGN FILE => 60G860ab003.dar I IS IN INCHES UNIT 1477 a N v v p .. N N \ N n ^ 11 p O LU O ~ TEMPORARY WATER POLLUTION <� CONTROL PLAN SCALE 1 " = 50' O WPC -3 J O PROJECT NUMBER & PHASE 06000001091 { to M x x F9 KI X M F4 X X El 0 > w CD �n 0 > w W Lo 0: > w LU o: ¢ O x z z a Dist COUNTY I ROUTE - L ` TOTAL PROJECT No. SHEETS w > w 06 Ker 119 27.3/28.3 23 69 a LEGEND c� c� ABBREVIATOINS z Ukd�\ 04/29/11 a a x SD (DIAMETER > 36 ) CDS CONTINUOUS DEFLECTIVE SEPARATION 1. FOR ACCURATE J Fy0FES570 REGISTERED CIVIL ENGINEER DATE �o e NQ< < Q W z CTSP CALTRANS STANDARD PLAN O O MIGUELA. PROPOSED SD (DIAMETER 36" OR LESS) x i on > W m F QC) � Jz W �U U U .. U J W ¢w Lu = UD U -E Q Z cr LL x J Q Lij 6) U 0 BORDER LAST REVISED 7/2/2010 O O 'F N CIA i r 0 LLI �A I W z LLI = W U V) SCALE 1H = 50' THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. D-1 USERNAME=>P0044960 RELATIVE BORDER SCALE 0 1 2 3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 DGN FILE => 6OG86Oia001.con IS IN INCHES t Dist COUNTY I ROUTE - L ` TOTAL PROJECT No. SHEETS 06 Ker 119 27.3/28.3 23 69 LEGEND ABBREVIATOINS NOTES: Ukd�\ 04/29/11 PROPOSED SD (DIAMETER > 36 ) CDS CONTINUOUS DEFLECTIVE SEPARATION 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, Fy0FES570 REGISTERED CIVIL ENGINEER DATE �o e NQ< CTSP CALTRANS STANDARD PLAN CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. MIGUELA. PROPOSED SD (DIAMETER 36" OR LESS) GALVAN a❑ CALTRANS DRAINAGE INLET 2. TOP OF GRATE ELEVATIONS INCLUDE INLET DEPRESSION, w wo, C 63534 _ m PLANS APPROVAL DATE z 9-30-12 .� OO CDS MANHOLE 3. TOP OF GRATE ELEVATIONS ARE TO FLOW LINE OF GRATE THF STATE OF C42TF01?NTA OR ITS OFFICERS ExP C I V UNLESS OTHERWISE NOTED. OR AGENTS SHALL NOr BE RESPONSBL E FOR spgT THE ACCURACY OR COMPLETENESS OF SCANNED 4)f No. DRAINAGE SYSTEM No. pF COPIES OP THIS PLAN SHT, cn�ff°PEE O DRAINAGE UNIT PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE, SUITE 200 1501 TRUXTUN AVENUE IRVINE, CALIFORNIA 92612 BAKERSFIELD, CALIFORNIA 93301 BORDER LAST REVISED 7/2/2010 O O 'F N CIA i r 0 LLI �A I W z LLI = W U V) SCALE 1H = 50' THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. D-1 USERNAME=>P0044960 RELATIVE BORDER SCALE 0 1 2 3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 DGN FILE => 6OG86Oia001.con IS IN INCHES t F9 Z4 SPORTS FACILITY GRADING BY OTHERS X om >- < LLJ aw o Jz w �U Y cn w aw :I- (-) D U z z w 0 cs a V) O J U Z W F- CLQ w cz pqm C MR CO LLJ ir 24" RCP e R/W BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 DGN FILE => 6008601a003.don + d DI 1 24 RCP c OUTLET Str BUILT BY OTHERS s /W 2 a 30" RCP +509 325.48' Lt Distj COUNTY I ROUTE ITOTAL PROJECT ..No. SHEETS 06 Ker 119 27.3/28.3 25 69 �• 04/29/11 REGISTERED CIVIL ENGINEER DATE �oeROFEssroNs` MIGUEL A. i GALVAN i w NO. C 63534 m PLANS APPROVAL DATE a a EXP. 9-30-12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF SCANNEO qrF of CA�SF�e'�1R COPIESOF THIS PLAN SHT. EEE PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE, SUITE 200 1501 TRUXTUN AVENUE IRVINE, CALIFORNIA 92612 BAKERSFIELD, CALIFORNIA 93301 350 350 =2--3D// 2 b CDS Str per DETAIL Sht DD -1 r30" RCP d)DI w 0 mAIJ m n o > w L w > Ll w H 0 X Z z ¢ W W 0 U M w Ld a LLI< W 00 z�¢ a ._..w In z —, > ~ z m ¢a _ V)W cr o — J LJ. h Q< _ 0 10 z nz-r V� N X om >- < LLJ aw o Jz w �U Y cn w aw :I- (-) D U z z w 0 cs a V) O J U Z W F- CLQ w cz pqm C MR CO LLJ ir 24" RCP e R/W BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 DGN FILE => 6008601a003.don + d DI 1 24 RCP c OUTLET Str BUILT BY OTHERS s /W 2 a 30" RCP +509 325.48' Lt Distj COUNTY I ROUTE ITOTAL PROJECT ..No. SHEETS 06 Ker 119 27.3/28.3 25 69 �• 04/29/11 REGISTERED CIVIL ENGINEER DATE �oeROFEssroNs` MIGUEL A. i GALVAN i w NO. C 63534 m PLANS APPROVAL DATE a a EXP. 9-30-12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF SCANNEO qrF of CA�SF�e'�1R COPIESOF THIS PLAN SHT. EEE PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE, SUITE 200 1501 TRUXTUN AVENUE IRVINE, CALIFORNIA 92612 BAKERSFIELD, CALIFORNIA 93301 350 350 =2--3D// 2 b CDS Str per DETAIL Sht DD -1 r30" RCP d)DI THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE O 1 2 3 IS IN INCHES I Q N9' Cfi N4, I I— 1— LLI LLJW z J L0 = Ld U V) E - j' r i THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE O 1 2 3 IS IN INCHES I Q N9' Cfi N4, I I— 1— LLI LLJW z J L0 = Ld U V) E - SCALE 1H = 50' ®-3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 iG ■ j' SCALE 1H = 50' ®-3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 iG ■ x Eq x x R X Z Z W Q W > a: J 0 Q Z Q Q S f- J Q W Z CD O CD p >- < <( w O JZ W uU UU J nV U W aw = UD U Mimi Q Z C� W X 'L 4 C--) I O Imo^ Q Ld Ld 0 Q U a N O J lY Q U BORDER LAST REVISED 7/2/2010 Lo r I— LE1 LtJ Ld = J Ld = W J V Q USERNAME=>P0044960 DGN FILE => 60G860ia005.d THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i UNIT 1477 r SCALE 111 = 50' ®-5 PROJECT NUMBER & PHASE 06000001091 g a Distj COUNTY I ROUTE ITOTAL PROJECT .,No. SHEE' 06 Ker 119 27.3/28.3 27 69 "� " �• 04/29/11 pgOFESS IpNq REGISTERED CIVIL ENGINEER DATE �O �e MIGUEL A. GALVAN No. C 63534 A PLANS APPROVAL DATE Exp. 9-30-12 THE STATE OF CALlFORNlA OR ITS OFFICERS .0 CIVIL OR AGENTS SNALC NOT BE RESPONSIBLE FOR Sp P q' THE ACCURACY OR COMPLETENESS OF SCANNED pF CpL1poR`'l COFfFS OF THIS PLAN SHEET. PARSONS CITY OF BAKERSFIELD SUITET DRIVE, 200 AVENUE r BAK SFIELD,TRUXTU IRVIINE,UCANIFORNIA 92612 BAKERSFIELD CALIFORNIA 93301 m to O > W U) W Q� j LLJ F- II �� Ifn Z Z W Q W > a: J 0 Q Z Q Q S f- J Q W Z CD O CD p >- < <( w O JZ W uU UU J nV U W aw = UD U Mimi Q Z C� W X 'L 4 C--) I O Imo^ Q Ld Ld 0 Q U a N O J lY Q U BORDER LAST REVISED 7/2/2010 Lo r I— LE1 LtJ Ld = J Ld = W J V Q USERNAME=>P0044960 DGN FILE => 60G860ia005.d THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i UNIT 1477 r SCALE 111 = 50' ®-5 PROJECT NUMBER & PHASE 06000001091 g a Ll y. Ll X X FIBERGLASS SEPARATION CYLI AND INLET TOP SLAB ACCESS x (SEE FRAME AND COVER DETAIL) A FLOW x 0 PVC HYDRAULIC SHEAR PLATE CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING 0 +/-65° MAX. PLAN VIEW N e T. S e FIBERGLASS SEPARATION CYLINDER AND INLET INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE TOP SLAB ACCESS - 60" I.D. MANHOLE STRUCTURE CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS SOLIDS STORAGE SUMP SECTION A -A N.T.S. CDS2025 DESIGN NOTES p °d DESIGNATION (MODEL SUFFIX) tl G GRATED INLET ONLY (NO INLET PIPE) GP GRATED INLET WITH INLET PIPE OR PIPES K d KP CURB INLET WITH INLET PIPE OR PIPES O _ SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) 11 x 3_3.2.58 f N/A RCP N/A 30" N/A OUTLET PIPE L3 RCP i RIM ELEVATION 1345.79 ANTI -FLOTATION BALLASTN/A O b° i FOR FABRICATION DRAWINGS WITH N/A NOTES/SPECIAL REQUIREMENTS= N/A PER ENGINEER OF RECORD THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE PLEASE CONTACT YOUR CONTECH www.contechstormwater.com LV ® FOLLOWING U.S. PATENTS: 5,780,848;6,641,720;6,511,595;6,581,783; A. CDS WATER QUALITY STRUCTURE RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. AND INFORMATION CONTAINED IN THIS DRAWING. PERMANENT 5. STRUCTURE AND CASTINGS SHALL d IO i POOL ELEV. 6. I PLACED ON SHELF AT BOTTOM OF SCREEN LOOSE i AS NECESSARY DURING MAINTENANCE CLEANING, SAND da d J. T4 e 4,47 d SOLIDS STORAGE SUMP SECTION A -A N.T.S. F- BORDER LAST REVISED 7/2/2010 CDS2025 DESIGN NOTES CDS2025 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2025 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. DESIGNATION (MODEL SUFFIX) CONFIGURATION DESCRIPTION G GRATED INLET ONLY (NO INLET PIPE) GP GRATED INLET WITH INLET PIPE OR PIPES K CURB INLET ONLY (NO INLET PIPE) KP CURB INLET WITH INLET PIPE OR PIPES O _ SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) 11 x 3_3.2.58 f N/A RCP N/A 30" N/A OUTLET PIPE L3 RCP RIM ELEVATION 1345.79 ANTI -FLOTATION BALLASTN/A O HEIGHT FOR FABRICATION DRAWINGS WITH N/A NOTES/SPECIAL REQUIREMENTS= N/A PER ENGINEER OF RECORD THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE PLEASE CONTACT YOUR CONTECH www.contechstormwater.com LV ® FOLLOWING U.S. PATENTS: 5,780,848;6,641,720;6,511,595;6,581,783; A. CDS WATER QUALITY STRUCTURE RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. F- BORDER LAST REVISED 7/2/2010 FRAME ' COVER (DIAMETER VARIES) SITE SPECIFIC DATA REQUIREMENTS CDS2025 DESIGN NOTES CDS2025 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2025 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. DESIGNATION (MODEL SUFFIX) CONFIGURATION DESCRIPTION G GRATED INLET ONLY (NO INLET PIPE) GP GRATED INLET WITH INLET PIPE OR PIPES K CURB INLET ONLY (NO INLET PIPE) KP CURB INLET WITH INLET PIPE OR PIPES B _ SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) W SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS FRAME ' COVER (DIAMETER VARIES) SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID 2-b WATER QUALITY FLOW RATE (CFS) 1.1 PEAK FLOW RATE (CFS) 13.1 RETURN PERIOD OF PEAK FLOW (YRS) 25 SCREEN APERTURE (2400 OR 4700) 2400 1. PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 3_3.2.58 f N/A RCP N/A 30" N/A OUTLET PIPE 332.571 RCP RIM ELEVATION 1345.79 ANTI -FLOTATION BALLASTN/A WIDTH HEIGHT FOR FABRICATION DRAWINGS WITH N/A NOTES/SPECIAL REQUIREMENTS= N/A PER ENGINEER OF RECORD STORM DRAIN VARIES GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE, OUTLET PIPE 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, 1 PLEASE CONTACT YOUR CONTECH www.contechstormwater.com STORMWATER SOLUTIONS REPRESENTATIVE. (` A. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. PERMANENT 5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. POOL ELEV. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN LOOSE CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING, SAND (5'-911) MINIMUM INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2• CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED), 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. PRECAST CONCRETE WATER QUALITY SYSTEM STANDARD .,lR, DETAIL !1'. USERNAME=>P0044960 DGN FILE => 60G8601c001. dqn RELATIVE_ BORDER SCALE 0 1 IS IN INCHES II I 2 3 UNIT 1477 s! .; )iStj COUNTY ROUTE TOTAL PROJECT V No. SHEE' 061 Ker X�119 27.3/28.3 30 69 �• /da��duX, 01/26/12 REGISTERED CIVIL ENGINEER DATE �Q PROFESSIpNq MIGUEL A. F2 GALV N z PLANS APPROVAL DATE a No. C 63534 A $ ExP, THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sl CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL COPIE5 OF THIS PLAN SIIEFT. - p!e R 5 ® N 5[eAKERSFIELD, ITY OF BAKERSFIELD 2201 DUPONT DRIVE, SUITE 200 501 TRUXTUN AVENUE IRVINE, CALIFORNIA 97.612 CALIFORNIA 93301 f --Exist UTILITY PIPE Exist UTILITY PIPE RAINSTORM� PIPE SADDLE DRAINAGE NO SCALE PROJECT NUMBER & PHASE iii -A, a w ri am] 06000001091 6") Mi 1 I VA x NOTES: DISPOSITION NOTES: 1. FOR ACCURATE RIGHT OF WAY AND © ADJUST (BY OTHERS) ACCESS DATA, CONTACT RIGHT OF WAY X ENGINEERING AT THE DISTRICT ❑D PROTECT OFFICE. ® RELOCATE 2. 48 HOURS PRIOR TO COMMENCEMENT � OF CONSTRUCTION ACTIVITIES, L l RELOCATE (BY OTHERS) CONTACT RON OPPELT (661) 391-5860 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. THIS LEGEND" NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND UTILITY/Transmission POLE o SERVICE ALERT. >- w m 3. PRIOR TO COMMENCEMENT OF N Lu CONSTRUCTION ACTIVITIES, CONTACT EARNEST WARE (559) 386-2043 TO ' ARRANGE FOR STAND BY IN PERSON OF a PG&E FACILITIES. THIS NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. 4. LOCATIONS OF UTILITY FACILITIES SHOWN ON X THESE PLANS ARE APPROXIMATE AND SHALL BE z w VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. w - 5. UTILITY OWNERSHIP ON THIS PROJECT: z a ELECTRICAL - PG&E w x TELEPHONE - AT&T Y U PETROLEUM - SP GAS - PG&E ABBREVIATIONS Lu } � o °' AT&T AMERICAN TELEGRAPH & TELEPHONE COMPANY Q z w PG&E PACIFIC GAS & ELECTRIC COMPANY u ~U SP SHELL PIPELINE COMPANY JLn w u o u HP HIGH PRESSURE p 4" UG HP GAS MAIN LINE (PG&E) UG UNDERGROUND r(`;,"" (HIGH RISK FACILITY) X o KV KILO VOLT w l UT UTILITY Cr F AERIAL COMM LINE (AT&T) Ld PB PULL BOX LL p 2" UG COMM LINE (AT&T) D z COMM COMMUNICATION � u F UT POLE w w � a a ++- ° - LJ TS VAULT Z U V zva ¢ R/W 54" RCP Q -Elect PB w J R/W [ j _. < F Tel RISER F UT POLE C TS VAULT z + (EJPP F SERVICE POLE a (a F UT POLE F UT POLE 3 H x 5 W BOX CULVERT V) a, AERIAL COMM 11 o R/W F I w C TS VAULT C TS VAULT �'— OH E PP ( > PP (E)' P --T (E)� P X F— ROUTE 119 (TAFT HIGH�/"A --. OH off -� or+ — Q______ _______ _____ _ _ ____ _ _ , } _ ., _,. --_ T— — T� 0- ,h :? z 7 8 9 _�a �c 1 a 1 2 3 4 _ -- — - ---� - a g, - - - w - - - OH -- — 9 1 15 ------- --- OH n 9 Q o R/W w �. (F)PP R/W CANAL Lu yg 3 a a Exist CANAL W p 12 KV AERIAL D UG CABLE Elect LINE (PG&E) ' 4'WIDE CULVERT D UG CABLE z CD J c — 26" RCP X cv j� THIS PLAN FOR UTILITY WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 RELATIVE BORDER SCALE o i z s UNIT 1477 _. DGN FILE => 60G860ka01.dgn IS IN INCHES III�IIII isti COUNTY ' ROUTE TOTAL PROJECT V No. S4EE' 06 Ker 119 R27.3/R28.3 32 1 69 �n j!� 4/29/11 Rof ESS REGISTERED CIVIL ENGINEER DATE. toARLe aq �e CADDENA PLANS APPROVAL DATE No. C 36213 A � 06/30/1 � THE STATE OF CALIFORNIA OR ITS OFFICERS Ex OR AGENTS SHALL NOT 6E RESPONSIBLE FOR sr THE ACCURACY OR COMPLETENESS OF SCANNED qTf OF CAL COPIES OF Tf1IS PLAN SHEET, PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE. CA 92612 BAKERSFIELD. CA 93301 LINE 4(AT&T) COMM UT POLE /-- R /W F UT AS POLE F AERIAL COMM LINE (AT&T) I~ O O — (E) P 01 :D—— COi - -- o w I_ w (n r In -9 - w LU -i to v � g MAING LINE (PG&E) (HIGH RISK FACILITY) OH Elect Transmission POLE i s UTILITY PLAN N SCALE: 1" = 50' o U_ Qo J O PROJECT NUMBER & PHASE 06000001091 i x LINE A(A&TM) UT POLE ---DF GUYWIRE - ©(E) MONUMENT F UT POLE r�F GUYWIRE OH()E PP (E) P (E)IP 4" UG HP GAS RAIN LINE (PG&E) (HIGH RISK FACILITY) 12 KV AERIAL Elect LINE (PG&E) AERIAL COMM F LINE (AT&T) UT POLE __-❑D 2-4" UG COMM LINE (AT&T) — R/W r --7F UT POLE STAND PIPE & BOLLARDS F] UT POLE - - off (E) P ROUTE 1 1 9 (TAFETP HIGHWAY) — -- - -------------------------------------------- R/W 125 6 ------ ------- g o op ff - - — OH r F� UT POLE Tel E] RISER JUG LINEOMM UT POLE UT POLE Dist COUNTY ! ROUTE ''TA'' ` TOTAL PROJECT No. SHEETS 06 Ker 119 R27.3/R28.3 33 69 4/29/11 REGISTERED CIVIL ENGINEER DATE �o eROFESS�oH4< - ARLOS A. F� CADENA PLANS APPROVAL DATE No. C 36213 A � � THE STATE OF CALIFORNIA OR ITS OFFICERS exP06/30/1 OR AGENT5 SHALL NOT BE RESPONSIBLE FOR GT THE ACCURACY OR COMPLETENESS OF SCANNED qTP of CAL ff COPIES OF T1115 PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 �- NOTES ® 1. FOR ACCURATE RIGHT OF WAY AND 0 ACCESS DATA, CONTACT RIGHT OF WAY + ENGINEERING AT THE DISTRICT C"i OFFICE. OH 1 - °H ( PP -® 2. 48 HOURS PRIOR TO COMMENCEMENT om > w m a, o JZ W U- 0 F Tel RISER J In W Q W = UO U x o UG COMM LINE AERIAL COMM LINE F uju o- W W N z 2-4" UG COMM D UT POLE F w LINE (AT&T) LoJ4z o ��� R/W z u a _ H- C MONUMENT z v: n o z D p _ W J _ O_ Q N m a R/W J V 0 Z + LJ UT POLE ��' F UT POLE F UT POLE w (E)P _ _ ROUTE 119 (TAFT HIGHWAY) z r > °N °H (E) P off (E)JP s �) (E) P .. — x +Q I—_— �_—t�_—�1=- t---- -- Lu w -------------------------------------- -g -------------------------- - - -1 35 - 6 7 t --- _ g ------------ —------- - _-_- _ -- - -- - - - - - --------------------- Ln-------------------------------------------------------------------------------------------------------------------------------------- z In g -9 - _9fE�PP cZ_ - H g - (E)PP (E)PP (E)PP R/W U z D G GAS MAINLING E(PG&E) a (HIGH RISK FACILITY) a o D 12 KV AERIAL Elect LINE (PG&E) i Q Z Cg O I.a_ X J g v LL N �1 THIS PLAN FOR UTILITY WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 60G860kG02.dan IS IN INCHES III�I�I oOF CONSTRUCTION ACTIVITIES, -1- w Ld CONTACT RON OPPELT (661) 391-5860 o 130 1 1n TO ARRANGE FOR FIELD MARKINGS OF >- W ww W NOTIFICATION IS IN ADDITION TO z cn Co 0. _ o > �- W N W w - > W O W L- THROUGH UNDERGROUND SERVICE ALERT. CL o +� ® I CV D pW x +- W z w V) N J In w H- W z w W J H Lt! z Ex J z a Y U U 1 LINE A(A&TM) UT POLE ---DF GUYWIRE - ©(E) MONUMENT F UT POLE r�F GUYWIRE OH()E PP (E) P (E)IP 4" UG HP GAS RAIN LINE (PG&E) (HIGH RISK FACILITY) 12 KV AERIAL Elect LINE (PG&E) AERIAL COMM F LINE (AT&T) UT POLE __-❑D 2-4" UG COMM LINE (AT&T) — R/W r --7F UT POLE STAND PIPE & BOLLARDS F] UT POLE - - off (E) P ROUTE 1 1 9 (TAFETP HIGHWAY) — -- - -------------------------------------------- R/W 125 6 ------ ------- g o op ff - - — OH r F� UT POLE Tel E] RISER JUG LINEOMM UT POLE UT POLE Dist COUNTY ! ROUTE ''TA'' ` TOTAL PROJECT No. SHEETS 06 Ker 119 R27.3/R28.3 33 69 4/29/11 REGISTERED CIVIL ENGINEER DATE �o eROFESS�oH4< - ARLOS A. F� CADENA PLANS APPROVAL DATE No. C 36213 A � � THE STATE OF CALIFORNIA OR ITS OFFICERS exP06/30/1 OR AGENT5 SHALL NOT BE RESPONSIBLE FOR GT THE ACCURACY OR COMPLETENESS OF SCANNED qTP of CAL ff COPIES OF T1115 PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 �- NOTES ® 1. FOR ACCURATE RIGHT OF WAY AND 0 ACCESS DATA, CONTACT RIGHT OF WAY + ENGINEERING AT THE DISTRICT C"i OFFICE. OH 1 - °H ( PP -® 2. 48 HOURS PRIOR TO COMMENCEMENT om > w m a, o JZ W U- 0 F Tel RISER J In W Q W = UO U x o UG COMM LINE AERIAL COMM LINE F uju o- W W N z 2-4" UG COMM D UT POLE F w LINE (AT&T) LoJ4z o ��� R/W z u a _ H- C MONUMENT z v: n o z D p _ W J _ O_ Q N m a R/W J V 0 Z + LJ UT POLE ��' F UT POLE F UT POLE w (E)P _ _ ROUTE 119 (TAFT HIGHWAY) z r > °N °H (E) P off (E)JP s �) (E) P .. — x +Q I—_— �_—t�_—�1=- t---- -- Lu w -------------------------------------- -g -------------------------- - - -1 35 - 6 7 t --- _ g ------------ —------- - _-_- _ -- - -- - - - - - --------------------- Ln-------------------------------------------------------------------------------------------------------------------------------------- z In g -9 - _9fE�PP cZ_ - H g - (E)PP (E)PP (E)PP R/W U z D G GAS MAINLING E(PG&E) a (HIGH RISK FACILITY) a o D 12 KV AERIAL Elect LINE (PG&E) i Q Z Cg O I.a_ X J g v LL N �1 THIS PLAN FOR UTILITY WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>P0044960 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 60G860kG02.dan IS IN INCHES III�I�I UT POLE Te l I J RISER oOF CONSTRUCTION ACTIVITIES, -1- w Ld CONTACT RON OPPELT (661) 391-5860 I 130 1 1n TO ARRANGE FOR FIELD MARKINGS OF _ _ = g- _ - g ---- SHELL'S FACILITIES. THIS ww W NOTIFICATION IS IN ADDITION TO z cn (E)PP 1- NOTIFICATION THROUGH UNDERGROUND -I SERVICE ALERT. v 3. PRIOR TO COMMENCEMENT OF I- CONSTRUCTION ACTIVITIES, CONTACT Q EARNEST WARE (559) 386-2043 TO ARRANGE FOR STAND BY IN PERSON OF PG&E FACILITIES. THIS NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. UT POLE Te l I J RISER 2 UNIT 1477 FJUT POLEI 0 0 M + }w - ----------- V)- v=) W W Z_ w J 1/7 z U Q UTILITY PLAN SCALE: 1" = 50' U -2 PROJECT NUMBER & PHASE 06000001091 g a -- OH 2 UNIT 1477 FJUT POLEI 0 0 M + }w - ----------- V)- v=) W W Z_ w J 1/7 z U Q UTILITY PLAN SCALE: 1" = 50' U -2 PROJECT NUMBER & PHASE 06000001091 g a SEE NOTE 2 9 x 10" UG HP PETROLEUM o\ \ LINE (SP) (HIGH RISK FACILITY) 71 a Flo I o'm �- w m QL o z w D0 U- U Ju) w Rw = U0 U x >- 0 w C\ UT POLE L -- I m � - Z 0 > F— I M w U) 'w � - LO > w0 w 0 1$k a + (V Z z J w LO a z a 0 r OH -- U aw- — -- x z w L,.I (n = a F- w LU, - � x V) Z LJ z¢ U � uj z x JV Y U = z a Flo I o'm �- w m QL o z w D0 U- U Ju) w Rw = U0 U x Cf 0 C\ I w Z ro Ir M w LO N 1$k L/)z Z z J w LO a z a 0 U � o � J � a - z¢ U � 0 E z o U + To+ Q0 In Lu z r > o x Q �m �Q CX� LI) O Ld _- ___-_- n' Lv W V) Z In J LL � O U .m >- I I Z CD O X U OCD F- n BORDER LAST REVISED 7/2/2010 ** SEE NOTE 3 —1�134" UG GAS TRANSMISSION LINE (PG&E) (HIGH RISK FACILITY) ** SEE NOTE 3 D 34" UG GAS TRANSMISSION LINE (PG&E) (HIGH RISK FACILITY) RETIRED IN PLACE \\ F UT POLE E STAND PIPE \ E STAND PIPE '-7 GUYWIRE ]F UT POLE \ F UT POLE \ UYWIREI STAND PIPE F GGAS E & BOLLARDS R/W F VENT PIPE E -- P -- — (E)PP } o__� " ROUTE 119 (TAFT HIGHWAY) t—_ - - fi -- —o--- o----c---- ------------------------------------------------- fi -- --- ----- - x - - 4- = --- $ J 4" UG HP GAS MAIN LINE (PG&E) (HIGH RISK FACILITY) :6112 KV AERIAL Elect LINE (PG&E) ❑F AERIAL COMM LINE (AT&T) SEE NOTE 2 D]10" UG HP PETROLEUM LINE (SP) (HIGH RISK FACILITY) UT POLE UG COMM LINE I COMMCOMMLINE (AT&T) F UT POLE UG COMM LINE UG HP PETROLEUM C MARKER UG COMM \ LINE \ � I SP PIPELINE MARKERS (Typ) AND MONUMENT GUYWIRE UT POLE UG COMM LINE u- 0 —0 —_—---t——t— --7 - - 8 ------------------------ -9 - - ----1-6-Q--- --------- ---------- -- ------— __� _ ----------- ---------------- - - --------- OH Tel RISER 4" UG HP GAS MAIN LINE (PG&E) (HIGH RISK FACILITY) 12 KV AERIAL Elect LINE (PG&E) USERNAME=>PO044960 DGN FILE => 60GB60ka03.dgn R/W R/W OH a C\ I w Z ro M LO N 1$k z 0' Ld C7 Q * SEE NOTE 2 10" UG HP PETROLEUM LINE (SP) C (HIGH RISK FACILITY) AERIAL COMM LINE (AT&T)[D UG COMM LINEED 2 LINE (AT&T) D FI UT POLE —0__ = O-- -------------------- -------------- * "T" LINE FI UT POLE -------------------------- ROUTE 119 (TAFT HIGHWAY) --------------- I _ 165 Distj COUNTY ROUTE TOTAL PROJECT V No. SHEE' 06 Ker 119 R27.3/R28.3 34 69 1/26/12 FEss REGISTERED CIVIL ENGINEER DATE �a QRo. Ip�4< �Q ARLOS A. F2 CADENA PLANS APPROVAL DATE a No. C 36213 a THE STATE OF CAL/FORMA OR ITS OFFICERS E46/30/1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr a THE ACCURACY OR COMPLETENESS OF 5CANNEO 4TB OF pA�IFpP�} COPIES OF THIS PLAN SHEET. PARSONS CITY OF BAKERSFIELD 2201 DUPONT DRIVE PUBLIC WORKS DEPARTMENT SUITE 200 1501 TRUXTUN AVENUE IRVINE, CA 92612 BAKERSFIELD, CA 93301 NOTES: 10 1. FOR ACCURATE RIGHT OF WAY AND — 0 ACCESS DATA, CONTACT RIGHT OF WAY + ENGINEERING AT THE DISTRICT LO OFFICE. 2. * 48 HOURS PRIOR TO COMMENCEMENT 1 ® w OF CONSTRUCTION ACTIVITIES, V m CONTACT RON OPPELT (661) 391-5860 LIJ TO ARRANGE FOR FIELD MARKINGS OF W LIQ SHELLS FACILITIES. THIS NOTIFICATION IS IN ADDITION TO J NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. 3. ** PRIOR TO COMMENCEMENT OF Q CONSTRUCTION ACTIVITIES, CONTACT EARNEST WARE (559) 386-2043 TO ARRANGE FOR STAND BY IN PERSON OF PG&E FACILITIES. THIS NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. t— — R/W—J R/W \ a CALTRANS CONDUIT ----( ---f -- -- Nr 5t"tf" � m � n II II OC 0 J I a E 00 W, UTILITY PLAN SCALE: 1 " = 50' o THIS PLAN FOR UTILITY WORK ONLY. U -3 g Io 0 RELATIVE BORDER SCALE 0 1 2 3 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 IS IN INCHES X X I'M X .1 m a AN x x Dist COUNTY i ROUTE POST MILES SHEETI TOTAL TOTAL PROJECT No. ISHEETS NOTES 06 Ker 119 27, 3/28,337 69 Exist s 4/29/11 1,SEE CONSTRUCTION AREA SIGNS PLAN STRIPE Exist REGISTERED CIVIL EN (NEER DATE pROFE s`0"4 X FOR ADDITIONAL CONSTRUCTION AREA SIGNS, TO REMAIN STRIPE �� RICHARD G E.1VY 2.TFMPORARY PAVING To BE DONE PRIOR TO STAGE 10 �_ Var - 34' PLANS APPROVAL DATE ( N� p/30/C3 xl _- _ — Exp. I I I T - 5711TF OF CALIFOFNlA OR ITS OR AGFP/TS 511,41C MO BL RESFON�'vL [ FOR ST CIVIL 5 2 2 9 1 2 2 9 rNt ACCUR-Ic r OR CO FZ Z �N-ss O� _ a cr= T _ CONSTRUCTION AREA STAGE I Var Var Var %�SONSTRUCTION — 5i Var °PARSONS 'Elr LEGEND: CONSTiRUCT ON AREA Z/ -- - ------ -_-_, AREA - _-..._ _# 221N=C,UDO _ R. , SJIT 2J0 '501 114UXI SER V[N - TY JI LAI > w FORNIA 92612 3 Al1FJRNIA 9330' m 5'' HMA (TYPE A) Temp PAVING / - �- Q > / XX Temp TRAFFIC STRIPE DETAIL Temp CHANNELIZER-J \\ \ Exist DETAIL 27B T '� Hemp CHANNELIZER-; 27B PLASTIC DRUM) (PLASTIC DRUM) / w XX THERMOPLASTIC TRAFFIC STRIPE DETAIL E 27B Exist AC B XX Beg TRAFFIC STRIPE DETAIL Exist DETAIL 27B xis+ AC T ExistJ --- Exist AL E XX END TRAFFIC STRIPE DETAIL DETAIL 38 iDETAIL 22 REMOVE DETAIL 22 X DIRECTION OF TRAVEL SECTION A -A XXX ROADSIDE SIGN NO SCALE SECTION B6 - z NO SCALE z i SIGN WITH ONE POST 0 n RL o ' XXX RELOCATE SIGN Q Y D ® Temp PLASTIC DRUM CHANNELIZER o o • Exist PLASMIC DRUM CHANNELIZER /P, 00 - m > Temp Typ CONE CHANNELIZER 532(CA, m z 532-1(CA) \ =o O , u POSIGNALIZED INTERSECTION J _ O Temp CHANNELIZER 9 T u N aoOB 27B @ 50' O.C. (PLASTIC DRUM) ELIz MATCH XExist yr \ o 27B ''AHEAD'' I; > �I +76 END REMOVE DETAIL 38 — 1 EA) w i05 o_ r � <c R2-12 z T 01 10� z u o � i k G7-1(CA) 3 Q O z 02 �� ROUTE 1 1 9 (TAFT HIGHWAY) o, R _A / ��-- - - - -- o R� _ - ,. �� z _ _ s ._ e- -° _ - . ® _ _ _. - L_.1. -11 - ._� __ .-.-. _.__ .._ a . - T LINE o - l ��_ l +w e _ z -_ 0 n 1 z ► 3 I R 5 M` 6_ 7 8 o= J J \ LJ n \ i z 1 v �� w CD LPIO X a 04 \' 1 , \ ROUTE\119 (TAFT HIGHWAY) \ \ 27B _(,n W13 -1B SIGNAL" F o'� A +72 -- TAI 22 REMOVE DETAIL 22 ��-%� (1 EA) Q z �� I Beg REMOVE DE L , F - 22 >B 22 273 B o 1 MATCH / \MATCH \\ `, Exist Exist z �1 a PROJECT NOTES (THIS SHEET ONLY):\X 1 \—REMOVE TYPE III (L) ARROW 3 f W6-3 BegREMOVEDETAIL 27B w \I \ a CONTRACTOR TO MODIFY SIGNAL SYSTEM TO ACCOMMODATE �1+0g TEMPORARY ROADWAY CONFIGURATION, DETECTION, TURNING �� Beg REMOVE DETAIL 38 MOVEMENTS, AND SIGNAL HEAD ADJUSTMENT AS DIRECTED a ® BY THE ENGINEER, z Exist STRIPING TO REMAIN � I O tom. X ¢ v TRAFFIC LI PLA 11 CD (STAGE 1) Q SCALE= 1"= 50' T III - 1 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. USERNAME -->Poodle RF11ATIVE BORDER SCALE 0 1 2 3 I BOi?DER LAST REVISED 7/2/2010 DCN FILE _> Eocaeomdol.aanNIT 1477 PROJECT NUMBER &PHASE 06000001091 o iN INCINC'rIES i " Ol x x Q z W 0 Q U Q N O J Q a U ¢ fl z tY O x � U O c/7 NOTES, Te TEMPORARY PAVING TO BE DONE PRIOR TO STAGE 1. F- O O N + CV = + W � W W u� z W JW U cQ G BORDER LAST REV_SLD 7/2/2010 Ex st STRIPE 27' Var Dist COUNTYPOST MILES 'SHEETI TOTAL ROUTE TOTAL PROJECT No. SHEET', 06 r 119 1- 27e3/28.3 39 69 / 4/29/11 --.— _- RG F E SS" p^ RECISTERED CIVIL EN INEER DATE ae 14 RICHARD � E IVY 11 11` Na 21570 r PLANS APPROVAL DATE I`� 09/30/1 7HE STATE OF C IIFORPII OR 1 CIFFICEFS "� RxP FALL h0 T BERESPOh >IBLE FOP, sp, C I V I L OR COUP[. fTENCSS OF 5o4NNF0 F VIS PLAN SHFET. �oF onLIF`? ARMSONS ' CITY OF EAKERSFIFLD �f DR:U[; SUITE 2J0 150 RJXTUN W --NU, PFORNIA 92612 RAKIRSFD _E�, CidFCRNIA 93301 USERNAME=>°coole DGN FILE => EOG860md03.den THIS PLAN ACCURATE FOR TRAFi=IC HANDLING WORK ONLY. RE ATIV- 60RDER SCALE 0 1 3 _S -N 7NC-ES UNIT 1477 TRAFFIC' (STAGE 1) SCALE. 1 50' - 3 PROJECT NUMBER & PHASE 06000001091 `a I n c O 0 NOTES' SEE CONSTRUCTION AREA SIGNS PLAN FOR ADDITIONAL CONSTRUCTION AREA SIGNS, x 2. TEMPORARY PAVING TO BE DONE PR;OR TO STAGE 1, X c� i Q Z (X O w X J Q U w O w BORDER LAST REW SED 7/2/2010 STAGE 1 CONSTRUCTION AREA Temp CHANNELIZER (PLASTIC DRUM) REMOVE DETAIL 22 - 27F - 27B I— 22 Temp PAVING 5' RMA (TYPE A) USERNAME=>?oodle DGN FILE => 6GG860rad04. don EX ST STRIPE SECTION E -E NO SCALE q"� Temp PAVING 5'' HMA (TYPE A) REMOVE DETAIL 27B Exist AC C(0 W6-3 STAGE. 1 CONSTRUCTION AREA Temp CHANNELIZER (PLASTIC DRUM) 27 Exist AC Temp CHANNELIZER 6 50' 0�C. (PLASTIC DRUM) 150- L 50 .-.. �I L ROUTE 119 (TART HIGHWAY) I E +84 END REMOVE DETAIL 22 T-88 END ROV EME DETAIL 27B REMOVE DETAIL 22 REMOVE DETAIL 27B — End Temp PAVING 5' HMA (TYPE A) Sta 149+66025, 19.69 (R1) O v z MATCH �2 E Exist w ', L� LL 27B EMATCH Exist THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RE'_A7?V7 50RDE3 SCALA 0 1 2 3 S T1� I,,C-1ES Exist STRIPE TO REMAIN 36" Var 12T 2' - - Var�Var 2� ar Exist DETAIL 27B - Exist DETAIL 22 SECTION F -F NO SCALE 4 \ W6-3 /JC Lri �-- Exist \ DETAIL 27B Exist DETAIL 22 UNIT 1477 )ist COUNTY ROUTEPOST MILES ISHEETTOTA TOTAL PROJECT No. SHEE- 06 11 119, 27,3/28,3 i40 69 %Z,4,-n� 5 4/29/11 --- REGISTERED CSVIL EN INEER DATC aFRO���s��'Pa e RICHARD E VY i"21570- z PLANS APPROVAL DATE 1� NE'09/30/1 /10, S7AP- 0o /'?UrOR/dIA OR 4'S OfF7CFR5 {s Exp _-_ OR AGENTS 5HAll .Po07 2E RE5PONbI2c E- FOR sTa C e VIL SH' ACCDBArY 7R C01W-1 F 7Eoll 55 C. SCANNED �'` c cr,FiS P CG -r S OF THIS PLAN shcSr �� PAR S O Nl CITY of DAKERSFHFLD 2201 DUPONT DRIVE, SU[TE 200 100' TRUXTUN AVENUE [RVIRE, CALIFORNIA 92612 BAIKERSFIELD, CALIFORNIA 93301 ''AHEAD''--\ — (1 EA) _ O O + n J In c) f— +- W H v3 LL' Win z w SIGNAL' O \ 1 E A ) F - Q W3-3 TRAFFIC . HANDLING D w. (STAGE 1) SCALE. 1 50' PROJECT NUMBER & PHASE 06000001091 a X v z w z 0 Vol v It, NOTES." 1.SEE CONSTRUCTION AREA SIGNS PLAN FOR ADDITIONAL CONSTRUCTION AREA SIGNS. Exist STRIPE COMPLETED -- -- -- 76 STAGE 10, Vcr CONSTRUCT?ON 0'_ 24' 2' 2 _-Var Var Var PROJECT NOTES [1 CONTRACTOR TO MC TEMPORARY ROADWA MOVEMENTS, AND S a BY THE ENGINEER. X J s` a U 0 W p Ln V BONER LAST REV'SED 7/=/2010 Exist AC SECTION H -H NO SCALE I STAGE 2 CONSTRUCTION AREA Temp CHANNELIZER (PLASTIC DRUM) COM ST CONS- Exist CTRIPR SECTION 1-1 NO SCALE Dist' COUNTY ROUTE N TOTA POST M;LES SHEET, TOTAL PROJECT o.'SHEE- 06� Ker 19 27,3/28.3 2 ( 69 Z7 4/7.9/11 r Ss\ REGISTERED CIVIL EN ,NEER DATE RICHARD FZ Ee IVY w No 21 570 ^' PLANS APPRovA DATE _ 09/30/13 T,vE SAIrE CF (ALZFo,?roZA Co? ZTs OFFICERSXP'Olf -- AACCURAC?,,R CONPzE7� A7C_5 OF LSCA I N�O �� � o I V I l_ TICE R,lp cCP1Es OF THIS a2Aro sHEEr. °f'\ PA R S O N S CITY OF 3AKEYRSFIELE 2201 DUPW DRIVL, SUPE TCC 1501 RUXTJN AI' NLE IRVINE, CAI'NRWA 92612 BAKFRS I LD, CAL I ORNIA 03301 AGF 2 NSTRUCTION AREA ist AC mp CHANNELIZER ASTIC DRUM) USERNAME -> Food 1e DON, ELLE _> 60086. Cmd06. do W1 3-1 C30(CA) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 iS -N INCHES I UNIT 1477 O O� C N = O ~ W LSI F W U) z ,—. w _J w V) v a TRAFFIC HANDL LAN (STAGE 2) SCALE 1"= 50' PROJECT NUMBER & PHASE 06000001091 s a 'd 0 10 Il 0 -0 X 02) i W W Q :n z W J C] Q Q Z U C Z N O y co a G v v It, NOTES." 1.SEE CONSTRUCTION AREA SIGNS PLAN FOR ADDITIONAL CONSTRUCTION AREA SIGNS. Exist STRIPE COMPLETED -- -- -- 76 STAGE 10, Vcr CONSTRUCT?ON 0'_ 24' 2' 2 _-Var Var Var PROJECT NOTES [1 CONTRACTOR TO MC TEMPORARY ROADWA MOVEMENTS, AND S a BY THE ENGINEER. X J s` a U 0 W p Ln V BONER LAST REV'SED 7/=/2010 Exist AC SECTION H -H NO SCALE I STAGE 2 CONSTRUCTION AREA Temp CHANNELIZER (PLASTIC DRUM) COM ST CONS- Exist CTRIPR SECTION 1-1 NO SCALE Dist' COUNTY ROUTE N TOTA POST M;LES SHEET, TOTAL PROJECT o.'SHEE- 06� Ker 19 27,3/28.3 2 ( 69 Z7 4/7.9/11 r Ss\ REGISTERED CIVIL EN ,NEER DATE RICHARD FZ Ee IVY w No 21 570 ^' PLANS APPRovA DATE _ 09/30/13 T,vE SAIrE CF (ALZFo,?roZA Co? ZTs OFFICERSXP'Olf -- AACCURAC?,,R CONPzE7� A7C_5 OF LSCA I N�O �� � o I V I l_ TICE R,lp cCP1Es OF THIS a2Aro sHEEr. °f'\ PA R S O N S CITY OF 3AKEYRSFIELE 2201 DUPW DRIVL, SUPE TCC 1501 RUXTJN AI' NLE IRVINE, CAI'NRWA 92612 BAKFRS I LD, CAL I ORNIA 03301 AGF 2 NSTRUCTION AREA ist AC mp CHANNELIZER ASTIC DRUM) USERNAME -> Food 1e DON, ELLE _> 60086. Cmd06. do W1 3-1 C30(CA) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 iS -N INCHES I UNIT 1477 O O� C N = O ~ W LSI F W U) z ,—. w _J w V) v a TRAFFIC HANDL LAN (STAGE 2) SCALE 1"= 50' PROJECT NUMBER & PHASE 06000001091 s a 'd 0 10 Il 0 -0 X X 1,SEE CONSTRUCTION AREA SIGNS PLAN FOR ADDITIONAL CONSTRUCTION AREA SIGNS" PROJECT NOTES (THIS SHEET ONLY), ❑1 CONTRACTOR TO MODIFY SIGNAL SYSTEM TO ACCOMODATE TEMPORARY ROADWAY CONFIGURATION, DETECTION, TURNING MOVEMENTS, AND SIGNAL HEAD ADJUSTMENTS. COMPLETED STAGE I CONSTRUCTION Z W—� � --... C= Q CL LIJ Temp CHANNELIZER ® (PLASTIC DRUM) Q' z 0 X Q U 0 a BORDER LAST REVISED 7/2/20`0 co In = } w Rnw w� zw -jw U) -17u F - Q 30' Uar 22 —Temp CHANNELIZER @ 50'O.C. (PLASTIC DRUM) - REMOVE Exist / DETAIL 22 27B % REMOVE Exist / / DETAIL 27B —<�2 9�> <22>B Var./ 7 B< 38 Exist STRIPE 54' da r 2, 2' 12Var � b 38 SECTION M -M NO SCALE USERNAME=>?oodie DON FILE _> 80G860ri'J10.don MATCH Exist 12'' WHITE CHEVRONS @ 96' O.C. (Typ.) 12'' WHITE LIMIT LINE TYPE IV (R) - ARROW r W13-1 %�ARROWII(I3 ( EA) C30(CA) 29 E �' 22 -__� E <22> 012'' WHITE 22 BI LIMIT LINE 12' u 1E. E < 38 - REMOVE Exist ------' TYPE III (L) ARROW REMOVE Exist -- LIMIT LINE STAGE 2 CONSTRUCTION AREA Temp CHANNELIZER (PLASTIC DRUM) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELA-7V,BORDGR SCALE 0 'I 2 3 iS IN INCHES a 0 w w Q 9 ?OST MILES iSHEET TOTAL Dist) COUNTY ROUTE i TOTAL PROJECT I No. SHEETS _. 06 Ker 119 27,3/28.3 j 46 69 fi 4/29/11 �F 5 REGISTERED CIVIL EML EN ,INEER DATE A e Nay RICHARD F y Fe IVY E no 215_70 mi PLANS APPR6vAL DnTE I� 09/30/1 A " Tic NATE OF TALL OVtiIA OR ITS OFFICERS K` Exp TR AG NTJ SCIAL LVOT BE PESPGPiS �dLE FOR CIVIL p ThE A�CCU'/' 1' 0-r COMP/Ei�NE55 G�-SCANNED 9^i' CF CpL�p�.F� ro ,f r , s AtAa 59E T. PARSONS DITY OF BAKFRSFI=LD 2201 DUPLA DRiVF--, SUITE 200 1501 RUKIF0I AVENUE IRVINE, CALIFORNIA 92612 BAK RSFIF[ D, CALIFORNIA 93301 REMOVE TYPE I ARROW REMOVE TYPE III (L) ARROW Temp CHANNELIZER F/E @ 20'0.C.(36'' CONE) o _ _ T 1 IN1F<= 3 w> 4 L ROUTE 1 19 ( TAF HIGHWAY) \� Exist R2-12 �A PER THP STAGE 1 `F. DETAIL 38 eg REMOVE DETAIL 22 END REMOVE DETAIL UNIT 1477 TRAFFI(D" HANDLING" PLAN (STAGE 2) SCALE' 1'= 50' PROJECT NUMBER & PHASE 0600000109` a , [ O 0 X X NOTE: FOR ACCURATE RIGHT OF WAY AND ACCESS DATA CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, LEGEND (PD -1 TO PD -5)o XX PAVEMENT DELINEATION DETAIL r NEW SIGN X O B XX E XX BEGIN PAVEMENT DELINEATION DETAIL END PAVEMFNT DELINEATION DETAIL XXX RL XXX ROADSIDE SIGN RELOCATE ROADSIDE SIGN > CA W 2 RM m > BR XX � BEGIN REMOVAL PAVEMENT XXX REMOVE ROADSIDE SIGN d V w J 7 DELINEATION DETAIL - U Q m Ln 0 w w > ER XX END REMOVAL PAVEMENT DELINEATION DETAIL S/S XXX BRACKET ESIGN c a J J METHCDAROADSIND DE W 0 U X O 2 z z W 0 d V J 7 - U Q Ln 0 U V J J 7 0 U dol z w n w 0 z 6 O X J ' Q U w O H v � IN USERNAME=>Pood1e BORDEFC LAST REVISED I/2 /20"0 DGN FILE _> 606860na01.Cgn I 1.0,_ -- _ =J DIRECTION OF TRAVEL a CHANNELIZER (SURFACE MOUNTED) (LEET IN PLACE) S/S 00 R9 -3c -Exist R3 -7R PER THP STAGE 2 B 38''T" Sta 110+82 Exist ARROW PER THP STAGE 2 12'' WHITE LIMIT LINE 12" VARIES — B 38 "T" Sta 1 10+82 B &I Sta 110+82 B 22 "T" Sta 110+82 B 27 "T" Sta 110+53 Exist S32(CA) S32-1(CA) PER THE STAGE 2 --Exis-I DETAIL 27B / PER THP STAGE 2 Exist R3 -7R PER THP STAGE 2 ---TYPE III (R) ARROW / /-- (1 EA) E a °T" Sta 114+82 E 22 , B 29 "T' Sta 113+70 TYPE III (L) ARROW (3 TOTAL) THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE 80RDER SCALr_= 0 1 2 3 ! POST MILo.LS SHLLII IUTA Dist, COUNTY ROUTE TOTAL PROJECT NSHEE- -_ 06Kcr ; 119 � 27 3/28°3 49 � 69 y� 4/29/11 ,o E.ss,o REGISTERED CIVIL ENGINEER DATE �02 iV4 RICHARD PLANS APPROVAL DATE --{'� No 21576 � 09/30/13 THE S ATF OE cAMP OPo✓ r ITS S OF , CER°X s OF A1,F1VC5 SHALL MOT BE RESPOIVSCB E FOR sr C I V I L p THE ACCURACY OR COM'PL'TENFSS OF SL'ANNEO 4� OF CAI iFORN COP/ES 0/F THIS PLAN SHIET., _� P/��.I4 rJ®N 5 CITv CF BATF'>SFI` P 2201 oUPONi �JRIVE, sun E zoo 5o1 [RUXTUN A�tvuE 11HINE, CA_IFORN[A 92612 BA!< RSF!ELD, A I-ORNIA 93301 12'' WHITE CHEVRONS 9 96' O.C. (Typ) -Exist G7-1(CA) PER THP STAGE 2 —CHANNELIZER Go 100' O.C. (SURFACE MOUNTED)(LEFT IN PLACE) Exist DETAIL 27B PER THP STAGE 2 —E 38 "T" Sta 1 17+58 � B 37B / Exist W3-3 -PER THP STAGE 2 O O —— - +O (v VARIES N o ® 2 ' CL 2 C7 L1{ VARIES + w 81 I 12' �z I - � L_� z w �� � . - J V� u 0 {278 F- � < 29 AHEAD'' I_ "SIGNAL" (2 EA) (2 EA) PAIVEMENT DELINEATION AND SIGN PLAN SCALE: 1"= 50' —1 UNIT 1477 PROJECT NUMBER & PHASE 06000001091 Q r., X X j `. i- :' X X X 2 m x x x x x X X NOTE. i, FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE. 2. FOR NOTES, AND SCHEDULES SEE SHEET E-2, ABBREVIATIONS, PG&E = PACIFIC GAS AND ELECTRIC COMPANY AT&T = AMERICAN TELEPHONE AND TELEGRAPH CTID = CALTRANS IDENTIFICATION PT = PIPE TENON 06� 0 08 w 05 01 m H n_ V' ( OR 06� –02 wLd 101 05 o 04 ` 02 PHASE DIAGRAM STEADY DEMAND SEQUENCE n X O Exist 2"C, 2 984' TO LIMIT LINE 558' TO LIMIT LINE Exist 2'C, 1 DLC— — ' 4:6 Exist 2"C, 1 DLC—/A - Exist 2'C, 2 DLC-- I, 4Z6 V� Exist 2'C, 2 DLCO; U PT PT 04 08 w �z A J ?—,6(E) IT Q4 4I8U r— , 4I7L -- AB RC 05 6(E) �W- _ _ABI 243' To 6 _ ' 1_...LT LIMIT LINE \ RS /'g ' RS �� RC © � o R 06 LL exist 3"C, mt Ln O 3 511 1 � 5J9U--'06 0 r 1 ROUTE 1 19 0 I y Tn LINE 05 x �� 2 T4 ) i 7 f CB I �� 0� C -- �` 1� � 02<_T -L � L I 2I 3 L i �,� //>,; ';v �� C --02 04 04" 0402, Y' �� n F \\ - ] 4 807E T Exist 2'C, 2#81 Exs 2"C, 1 dic, 2#8 — Exist 2 C, 1 dl--, 2#8 8J81 %�8 2 Exist 2'C, 2 dic, 2#8–� Ex1Ct 2"C, 2 dic, 2#8 1D + 3E LOOP CONNECTION TYPE D TYPE E TYPE E TYPE E USERNAM>->Po3dIe AST REVISED �/2/ 010 LLJ —Exist 2"C, 2 dic _j oz 8J6U Exist 2"C, 2 dic �w A Exist 2"C, 1 dic 8J6L � -=Exist 2"C, 1 dIc 4 SP -SBC TYPE H SERVICE T -2"C,6 DLC E) - --- /(E) 6J31- - J31 - `AB 6J4U 1I1U 30' DIStl COUNTY ROUTE I POST MILES ISNEETi TOTA 1 TOTAL PROJECT '♦ No. SHEE- - i 06Ker 119 27,3/28,3 56 69 4/29/11 ao�o REGISTERED CIVIL EN ,NEER DATE oe °ja� ? RICHARD Fti� E. IVY — 215?0 121m PLANS APPROVAL DATE �� NO Ex 09/36713 T�+C 57ATc OF CAL IFOR/V!A OR /75 GFFICERS C I V I L GT AGENTS SHALL NOC 9E RESPOVSIBLE FOR sT tiI, rHE ACC&1/IACY OR COV11 L TENE55 OF SCAJ/NEO qTP cp CA, IFpP� coP Es a rvrs P2AI s SET. PARSONS CITE of BAKT1SFIFL� 2201 DU'OdT DR UT- SUI1L 200 1501 JXMN AV VUE 14VINE, CALIFOW A 92612 BAKERS�;E'_D, 1ul rORNIA 93,301 -2''C, 3 DLC 2"C, 2 DLC 2"C, 2 DLC /-2"C, 1 DLC 3 2'C, DLC DI \Exist SP PG&E 120/240 V, 10 3 WIRE TYPE IT SERVICE Exist 4"C (CONDUCTORS BY PG&E) — Exist 2''C 3#2 - 2"C 2#6 (SIG) 230'70 LIMIT LINE 2"C, 2#8(LTG),2#8(FB) cE) �I AB X 6J2U c �� (T)�(E) L w 0- < 0o z w � n Q a U O n X O Exist 2"C, 2 984' TO LIMIT LINE 558' TO LIMIT LINE Exist 2'C, 1 DLC— — ' 4:6 Exist 2"C, 1 DLC—/A - Exist 2'C, 2 DLC-- I, 4Z6 V� Exist 2'C, 2 DLCO; U PT PT 04 08 w �z A J ?—,6(E) IT Q4 4I8U r— , 4I7L -- AB RC 05 6(E) �W- _ _ABI 243' To 6 _ ' 1_...LT LIMIT LINE \ RS /'g ' RS �� RC © � o R 06 LL exist 3"C, mt Ln O 3 511 1 � 5J9U--'06 0 r 1 ROUTE 1 19 0 I y Tn LINE 05 x �� 2 T4 ) i 7 f CB I �� 0� C -- �` 1� � 02<_T -L � L I 2I 3 L i �,� //>,; ';v �� C --02 04 04" 0402, Y' �� n F \\ - ] 4 807E T Exist 2'C, 2#81 Exs 2"C, 1 dic, 2#8 — Exist 2 C, 1 dl--, 2#8 8J81 %�8 2 Exist 2'C, 2 dic, 2#8–� Ex1Ct 2"C, 2 dic, 2#8 1D + 3E LOOP CONNECTION TYPE D TYPE E TYPE E TYPE E USERNAM>->Po3dIe AST REVISED �/2/ 010 LLJ —Exist 2"C, 2 dic _j oz 8J6U Exist 2"C, 2 dic �w A Exist 2"C, 1 dic 8J6L � -=Exist 2"C, 1 dIc 4 SP -SBC TYPE H SERVICE T -2"C,6 DLC E) - --- /(E) 6J31- - J31 - `AB 6J4U 1I1U 30' DIStl COUNTY ROUTE I POST MILES ISNEETi TOTA 1 TOTAL PROJECT '♦ No. SHEE- - i 06Ker 119 27,3/28,3 56 69 4/29/11 ao�o REGISTERED CIVIL EN ,NEER DATE oe °ja� ? RICHARD Fti� E. IVY — 215?0 121m PLANS APPROVAL DATE �� NO Ex 09/36713 T�+C 57ATc OF CAL IFOR/V!A OR /75 GFFICERS C I V I L GT AGENTS SHALL NOC 9E RESPOVSIBLE FOR sT tiI, rHE ACC&1/IACY OR COV11 L TENE55 OF SCAJ/NEO qTP cp CA, IFpP� coP Es a rvrs P2AI s SET. PARSONS CITE of BAKT1SFIFL� 2201 DU'OdT DR UT- SUI1L 200 1501 JXMN AV VUE 14VINE, CALIFOW A 92612 BAKERS�;E'_D, 1ul rORNIA 93,301 -2''C, 3 DLC 2"C, 2 DLC 2"C, 2 DLC /-2"C, 1 DLC 3 2'C, DLC DI \Exist SP PG&E 120/240 V, 10 3 WIRE TYPE IT SERVICE Exist 4"C (CONDUCTORS BY PG&E) — Exist 2''C 3#2 - 2"C 2#6 (SIG) 230'70 LIMIT LINE 2"C, 2#8(LTG),2#8(FB) cE) I AB RC AB "IRS 6J2U AB �� (T)�(E) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, F;I LT IVE BORDER SCALE O 1 2 3 UNIT 1477 S IN INC,HFS G 550' T 0 LIMIT LINE 1 DLC • ,• SCALE 1"=20' PROJECT NUMBER & PHASE 06000001091 E-1 5 w w o r- 's�l X 0 NOTE, 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA CONTACT RIGHT OF WAY ENGINEERING AT DISTRhCT OFFICE, 2. FOR NOTES, AND SCHEDULES SEE SHEET E-40 ABBREVIATIONS, PG&E = PACIFIC GAS AND ELECTRIC COMPANY AT&T = AMERICAN TELEPHONE AND TELEGRAPH CTID = CALTRANS IDENTIFICATION 064 0 08 r 05 01 oLd OR 06"��02 w LL 01 05 a 0 w g 04 - 02 PHASE DIAGRAM STEADY DEMAND SEQUENCE N BORDER LAST REVISED 7/2/2010 ( E ) J N N EC (T),(E) 550' TO L TWIT I TKIC Exist 2"C, 1 DLC - Exist 2"C, 1 DL Exist 2'C, '. Exist 2"C Exist 2'Cs 1 DLCO`, Exist 2"C, 1 DLC--"� Exist 2'C, 2 DLC—� Exist 2''C, 2 GLC— I4I7 230' TO TWT I INE J 1D +-3E 'LOOP CONNECTION TYPE D TYPE E TYPE E TYPE E USERNAME->:'oodle DGN FILE _> CoG860ooCS.dan 4I IARU 4I4U L" RCP y PB FOR FUTURE PPB POST INSTALLATION. 5J1U GENERAL NOTE. 1. DETECTOR LOOPS DAMAGED DURING GRIND AND --- OVERLAY SHALL BE REINSTALLED AS DIRECTED w BY THE ENGINEER. oz v f- �r w oz �J rn� J ©-� - 08 08 08/05- a 558' TO LIMIT LINE Exist 2'C, 1 dic Exist 2'C, 1 dic 243' TO LIMIT LINE Exist 2"C, 2 dic Exist 2"C, 2 dic 6J4U C 51 9i 'IT'S LINE � 3 `-J L_� - _----_ --—�_--___— I4Jl.,I".l, ROUTE 119 1I1U 05 - , 2I3I �, 02 -_lT rr 2 I � , � 04 Q Q /� © _! VT / 2 12 8J7L 1 / 1 2 8,18U 08 _3 -J --- - - - 1 Dist COUNTY ROUTE POST. MILES ISPEEII TOTAL TOTAL PROJECT No. SHEETS 06Ker 119 27¢3/28,3 58 69 4/29/11 �oFl_ss o REG]STERED CIVI EN INFER DATE aF N4✓ RICHARD �� T E. IVY -_ X11 2 570 N I PLANS APPROVAL DATE CC EX 09/30/13 EXp %{/F 57AiC QF cdIJTORN/A aR ,/ 9R A0ZWT5 SHAL [ A/vT Br RESP9N5/©� E OR 5}q ClV IL HE AC 6(/Rf Y OR COMR'ETENE55 Of S,.ANNEO of pL1W�' coPrEso r Js PLA, s ET. PA R S O N S CITY OF BAQRSFIELO 220' OUFONT DNIVE. SUITE 200 `�501 (RUXTUN AVENUE IRVINE. CALIFORNIA 92612 BAK-RSt,TLD, CAGFORKIA 93301 11 N QO Exist 2"C, 2#6 (SIG) A�l �� �q �4 �4: Exist 2"C, z#8 (LTG) � o Exist 3"C, 3#2 SERVICE Exist 11/2"C, CONDUCTORS Exist 3"C, CONDUCTORS BY OTHERS ,I BY OTHERS Exist SP -PG&E '; 120/240 V, 10 3 WIRE - t, TYPE H SERVICE z j Exist 11/2"C, CONDUCTORS o J / BY OTHERS / Exist SP -AT&T TYPE H SERVICE J z Q� --,�— C, 2 dIC _ Exist 2" - Exist 2"C, 1 dic 0L- N 8J6U ��. SIGMA � V —Exist 2 C, 1 dic 8J6L THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. REi ATNF BORDEs SCAL- 0 1 2 3 UNIT 1477 ICC -,FS L & LIGHTING (LOCATION 2) (ROUTE 119/ ASHE ROAD) SCALE 1 "=20' E-3 PROJECT NUMBER & PHASE 06000001091 9 o � o 2 0 d Q �o o N QO Exist 2"C, 2#6 (SIG) A�l �� �q �4 �4: Exist 2"C, z#8 (LTG) � o Exist 3"C, 3#2 SERVICE Exist 11/2"C, CONDUCTORS Exist 3"C, CONDUCTORS BY OTHERS ,I BY OTHERS Exist SP -PG&E '; 120/240 V, 10 3 WIRE - t, TYPE H SERVICE z j Exist 11/2"C, CONDUCTORS o J / BY OTHERS / Exist SP -AT&T TYPE H SERVICE J z Q� --,�— C, 2 dIC _ Exist 2" - Exist 2"C, 1 dic 0L- N 8J6U ��. SIGMA � V —Exist 2 C, 1 dic 8J6L THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. REi ATNF BORDEs SCAL- 0 1 2 3 UNIT 1477 ICC -,FS L & LIGHTING (LOCATION 2) (ROUTE 119/ ASHE ROAD) SCALE 1 "=20' E-3 PROJECT NUMBER & PHASE 06000001091 9 o � o 2 0 d Q �o o k,\J X X X X M El M 0 x x x x X