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12.5-173 (A) As Builts
STATE OF CALIFORNIA ........... .................. ........................... ............ ................. ... ....................... ........... ........... ....................... ............. ............. .......... ........... .......... ................................. NOTES= THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE 'NOTICE TO CONTRACTORS"e THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE AT "811 ", 48 HOURS PRIOR TO EXCAVATION° PROJECT LENGTH MOHAWK STREET° 1033 MILES SR -58: 0,20 MILES (PM 50025 TO I PM 50045) ST SHEET TOTAL_ No. SHEETS m n 1 397 ES. -3C W -4 Al OB W -10 A77J4 STATE OF CALIFORNIA ........... .................. ........................... ............ ................. ... ....................... ........... ........... ....................... ............. ............. .......... ........... .......... ................................. NOTES= THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE 'NOTICE TO CONTRACTORS"e THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE AT "811 ", 48 HOURS PRIOR TO EXCAVATION° PROJECT LENGTH MOHAWK STREET° 1033 MILES SR -58: 0,20 MILES (PM 50025 TO I PM 50045) ST SHEET TOTAL_ No. SHEETS ST 1 397 ES. -3C W -4 Al OB W -10 A77J4 STATE OF CALIFORNIA ........... .................. ........................... ............ ................. ... ....................... ........... ........... ....................... ............. ............. .......... ........... .......... ................................. NOTES= THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE 'NOTICE TO CONTRACTORS"e THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE AT "811 ", 48 HOURS PRIOR TO EXCAVATION° PROJECT LENGTH MOHAWK STREET° 1033 MILES SR -58: 0,20 MILES (PM 50025 TO I PM 50045) ST -3 ST -16 T -25 ES. -3C W -4 Al OB W -10 A77J4 W -16 PUBLIC WORKS DIRECTOR ST -4 ST -19 T -26 A77K1 W -5 W -11 APPROVAL_ RECOMMENDED BY: W -17 A77C3 ST -6 T -3 T -28 c W -6 A77C4 W -12 T3 W -18 ES -4D ST -8 T -5 W -1 ES-1A W -7 ES -4E W -13 A24A W -19 A87A ST -10 T -15 W -2 A24D W -8 A87B W -14 ES-5B ST -14 T -19 W -3 V .- W -9 W -15 a: STATE STANDARDS Al OA A77A1 A77J1 A88B ES. -3C RSP ES -7B Al OB A77B1 A77J4 B1 1-54 PUBLIC WORKS DIRECTOR ES -4A A20A A77C1 A77K1 B1 1-56 ES -4B APPROVAL_ RECOMMENDED BY: A20B A77C3 A77L1 T1 A ES -4C c A20C A77C4 A77L2 T3 ES -4D A20D A77E1 A77L3 ES-1A c ES -4E A24A A77F1 A87A ES -1B ES -5A A24D A77H 1 A87B ES -2C ES-5B A24E A77H3 A88A ES -2E V .- -ES -5C LOCATION MAP 'N0 SCALE &VESS/44� JASON W. ��'� �' .LEMONS No. 066224 REGISTERED CIVIL ENGINEER Exp.6 /30 /1 0 09/05/08 q� CIVIL DATE F OF CAL��� RMDOKK N&V E N G 1 N E E R I N C 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CA 92123 PH., 858 -514 -8377 FAXa-858 -514 -8608 Wil i 4PPRO VED B Ya C_ RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31 -09 DATE PUBLIC WORKS DIRECTOR APPROVAL_ RECOMMENDED BY: cc c ASSISTANT PUBLIC WORKS DIRECTOR DATE c a c CIVIL ENGINEER IV - DESIGN ENGINEERING DATE V .- a: TRAFFIC ENGINEERING DATE Q z cr; L HP 3' r_ o OG 201- 151 R/W 55' 'MHWK' LINE , R/W 7 503 _ 7 708 MOHAWK STREET tat ion 16 +89022 to 19 +44,27 `MHWK` 55 LINE ETW ETW EP 2` -806' 1 33.1 ' 2' -6008 2.02'- 5.087' SAWCUT MATCH EXISTING _ J I VARI _ -------- - - --------- -- - -- - -- ---- -- -- - - - - -- --- ------ ----- - - - -- ------ - - - - -- -- COLD PLANE HMA PAVEMENT (2" MAXI � / 2" HMA (TYPE B) TYPE B1 -6 CURB —� 44-61-49.5" am 69.21 -7709' MOHAWK STREET Station 16 +24057 to 16 +89022 2" HMA ( TYPE B 2" HMA ( TYPE B) Station 12+80.40 to 16+24.57 Revision: Dates Description: TYPE A2 -6 CURB 0 File Nome: aoo \1611cd01.dgn Job No.: 1611 Date: 9/8/2008 Drawn: M. Kinnear ngineer: J. Lemons Checked by: Jo Gray e�ovlssio No. C66224 * Exp.6/30/10 s�9T CIVIi - ~�r F OF CAS %FOB REGISTERED CIVIL ENGINEER Pr�--p rC6 - Fora CITY OF BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 p DOKKEN ENCINEERINO 5G75 RUFFIN ROA09 SUITE 250 SAN DIEGO, CALIFORNIA 92123 NOTES: 10 DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVAT ION AS SHOWN OR AS DIRECTED BY THE ENGINEER. •;ate BL = BIKE LANE STRUCTURAL SECTIONS A: 3 11 HMA(TYPE B) A: 3 4" HMA ( TYPE B) 10" CL2 -AB 4 6" COMPACTED NATIVE SOIL (95%) SHEET TOTAL No. SHEETS 2 397 09/05/08 PLANS APPROVAL DATE 6 4;; MINOR Conc (RED BRICK PATTERN) 6 COMPACTED NATIVE SOIL (95/) 7 4" MINOR Conc (RED BRICK PATTERN) 2" SAND 1 81.125 11 fl 1 e Ai 9 2'' HMA ( TYPE B) 6 COMPACTED NATIVE SO.I L (95%) ,5*N,6;F;rw PICAL CROSS SECTIONJ, X -1 NO SCALE WES T SIDE PARKWAY PHASE 1 IMOHA WK STREET EXTENSION CITY OF B4KERSFIELD., CALIFORNIA PUBLIC WORKS DEPAR TMEN T co rn w F- 0 a_ w 5- co N Co G, 0 w H H O J n w Q 0 4- a� w Q w R /W HP 3/ 5 OG 2:1 151 55' FL ETW 5' 3. 1_j" 30.4 SW BL SAWCUT--\ SAWCUT MATCH EXISTING 2% MATCH EXISTING T, -------------------- --- -------------------------------------- TYPE B1-6 CURB COLD PLANE HMA PAVEMENT (211 MAN -E 71T 1 2'' HMA (TYPE B) TYPE A2-6 CURB La 55/ SAWCUT MATCH EXISTING p 51 .5/-54o6/ SAWCUT MATCH EXISTING 7503` -7708' 0 R/W ----------------- --------------------------------------- . ...... ir-p ------ r ----- ------------------ __j ------------------------------ TYPE B1-6 CURB -------------------------------------- COLD PLANE HMA PAVEMENT 2" MAX) 2" HMA (TYPE B) d 044 1 Station 16+87.40 to 19+44,27 "MHWK' LINE WOM A -\' 1 TW E IT W 2' 8. ............. 202' -5087' 7 3 2 3608' -50' �11-2 SAWCUT SAWCUT VAR MAT_�_ CH EXISTING MATCH EXISTING — ------------ ------------------ - - - - -- ------------- -------- if ------------------ -------------------------------------- --------------------------------------------- ----------------------------------------------------------------- COLD PLANE HMA PAVEMENT (2" MAX )l COLD PLANE HMA PAVEMENT (2" MAX) 2" HMA (TYPE B) TYPE B1-6 CURB TYPE B1-6 CURB 2" HMA (TYPE B) El MOHAWK STREET mu I Revision: Dates Descriotion: Ile 55 Station 16+18.15 to 16+87,40 'MHWK' LINE I 141 ETW W, HP 6 3 SW — 2% - 5 ------ ---------- 2:1 OG 5407° -5806 A 4a2 ° -9o7' FL A 3307' -39' -5/ T SW SAWCUT MATCH EXISTING --------------------------- A— - --- ------------ = ------------ — -------------- ---------------------------- ----------------------------- --------------------------------------- COLD PLANE HMA PAVEMENT (2" MAX) COLD PLANE HMA PAVEMENT "MAX) 2" HMA (TYPE B) 2" HMA (TYPE B) 7/28/101 ROADWAY NARROWED AND TYPICAL SECTIONS ADJUSTED Station 13+90.00 to 16+18,15 2% File Nome: ... \1611ca01-rev1.d_qn Job No.: 1611 Date: 612112012 t5j TYPE A2-6 CURB HP 3 0.51-4/ OG E 2:1 TYPE A2-6 CURB Dr-own: M. Kinnear Engineer-: J. Lemons Checked by: ,.To Stone O V E S S 10* No. C66224 Exp, 6/30/10 C10- OF CA�C\�� REGISTERED CIVIL ENGINEER e P cf)f t-- e 6 f C) CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prep: -5r E,' IDOKKF=N ENGINEERING 5G75 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 NOTES: 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. SHEET TOTAL No. SHEETS 2 397 WESTSIDE PARKWAY PHASE 1 (MOH4WK STREET EXTENSION) CITY OF BAKERSFIEL D CAL IFDRNIA PUBLIC WORKS DEPARTMENT Ln Cr 0 0 -4 N GDIN, N 11 71 Lu O <E In If -IJ z r u STRUCTURAL SECTIONS 6 HMA (TYPE B) 4" MINOR Conc (RED BRICK PATTERN) 16" CL2-AB 6'' COMPACTED NATIVE SOIL (95%) 3;1 HMA (TYPE B) 4' MINOR Conc (RED BRICK PATTERN) 6 CL2-AB 211 SAND 4 11 HMA (TYPE B) r----i 1816 0 0 025 HMA (TYPE B) 10'' CL2-AB CL2-AB 6' COMPACTED NATIVE SOIL (95%) E 2 '' 6'' HMA (TYPE COMPACTED B) NATIVE SOIL (95%) 4 '' PCC 10 4'' HMA (TYPE B) 5 6'' COMPACTED NATIVE SOIL (95%) 1 .6 COMPACTED NATIVE SOIL (95%) WESTSIDE PARKWAY PHASE 1 (MOH4WK STREET EXTENSION) CITY OF BAKERSFIEL D CAL IFDRNIA PUBLIC WORKS DEPARTMENT Ln Cr 0 0 -4 N GDIN, N 11 71 Lu O <E In If -IJ z r u Revision: Dates Descr-lotion: File Name® ... \I &I I cc3O2. dgn Job No.: 1611 Date: 91812008 J r, Z5 w M: M. Kinnear =ngineer: J. Lemons Checked by: J. Gray SHEET TOTAL No. SHEETS �pv IS S Jo, wo 3 397 No. C66224 Exp. 6/30/10 J> CIM OF M 09/05/08 CIVIL ENGINEER PLANS APPROVAL DATE - _-6 f, C) t- -. OF BAKERSFIELD IXTUN AVENUE IELD CALIFORNIA 93301 red b y .- _N ENGINEERING FFIN ROAD, SUITE 250 '0,, CALIFORNIA 92123 AS-BUI,LT R.E. Signature f-or f inal approval of As-Built informatl6h, Yv* TYPICAL CROSS SECTIONS IM NO SCALE WESTSIDE P4RKW4Y PHASE 1 (MOH4WK STREET EXTENSION) CITY OF B4KERSFIEL D, C4LIFORN14 PUBLIC WORKS DEPARTMENT Cr rn LU CD n W 5- 00 co it Uj I- 0 1 0- LLj M -0 4- 4- Ld 5- <z z rr 0 LLJ M FL ETW 6.6` 1- 5' -F BL 7 5% 0 2 _2% "MHWK LINE ETW ETWI, V-1 2 1 12% 2% M ETW FL -low 5 - 1 6 F BL -F SW .002% HP .03 5% 00- TYPE B1-6 CURB ��PG ------------ --------------------- --- TYPE E ---------- ---------------- TYPE E B - 6OWB --------- ------------ - - - - -- 6 TYPE B1 -6 CURB ------------------------------------ OG:7 MOHAWK STREET - --------- OG TYPE A2-6 CURB TYPE A2-6 CURB Station 35+18.19 TO 37+77065 HP 3 °6' -6 °6' --w- F L ETW 1- 5' -I- F BL 'MHWK' LINE ETW 2 2'- 21 ° 8' ETW 36/-46/ N 0 HP 6/ -.31 SW 5% 2% -2 il 2% 1 2% - ---------------- 6 PG TYPE B1-6 CURB --------------------------------- --------------- TYPE- B1 -6 CURB --------- TYPE A2-6 CURB ------------ ---------- -------------- ---------- -------------------------------------------- -- OG HAWK STREET OG TYPE A2-6 CURB, TYPE A2-2 CURB Station 23+41.72 TO 35+18.19 Station 24+90000 to 32+05000 (SEE STRUCTURE PLANS) "MHWK LINE 13" & var ETW I HP FL ETW FL HP 3 6/ 01-121 5' -4' 38'_57, I ETW 2- 21.8 36/ 5 6 3 BL SW SW BL 2% ---awoft woo* PG 2% 2% wd- -4- -- ---N- 1 2% 5%1 -2% ------ ------------ 2% 15% 20 N 6 TYPE B1 -6 CURB --- ----------------------------------------------- TYPE B1 -6 CURB ----- ----- ----- --- OG --------- \�----TYPE A2- 6- CURB ---------------- HAWK STREET --------------------- 1 ------------------ OG-7- L05 TYPE A2-6 CURB Station 1,3+44.2( TO 26+41.(2 I Revision: Date: Descr-lotion: 2 05/07/10 MODIFIED MEDIAN 1 5/29/09 MODIFIED MEDIAN AND WIDENED ROADWAY, WIDENED HP FROM STA 32+00 TO 37+00 1 1 SHEET TOTAL No. SHEETS o V E SS 10,V W.4 3 397 rn No. C66224 Exp. 6/30/10 CIVIC F %FOB 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE Prepared f CD t-- -. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r- e P C-51 r e COKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO., CALIFORNIA 92123 R.E. Signature for f Mal approval of As-Bullt information NO SCALE File Name: Dr-awn: ... \1611cc-502-rev2.dgn M. Kinnear WESTSIDE P4RKW4Y PH4SE 1 (MOH4WK STREET EXTENSION) Job No.: Engineer-: CITY OF B4KERSFIELD., C4LIFORN14 1611 J. Lemons Date: Checked by: 612112012 J. Gr cy PUBLIC' WORKS DEP4R TMEN T Cr 0 F- 0 1 CL LLJ 5- M1 N 0 Uj 0 LIJ o W LF- Lt- M Lij z x Lij D L0 Revision: Date: Description: I I L u C- `1 %-- t,✓ i\ u 9 aJ 1 %Ij 1 I v I I -,I I I t 1 o i,.J j I V "t / 1 V J o TYPE A2 -2 CURB Station 41+70.60 TO 44+16.60 ( STRUCTURE PLANS) File Name: ®Q \1611cdO3odgn Job No.: 1611 Dates 9/812008 D yawn: Ma Kinnear Engineer: J. Lemons Checked by: Jo Gray SHEET TOTAL —. No. SHEETS Q�pFESSIQN q 4 397 W. 4 5P �s y No. C66224 * Expo 6/30/10 s�ql CIVIL- ,�~Q F OF CA�ZFp� 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE Pr-ep�red f C) r.- CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prep<-::!� recd b �Ae DOKKEN ENGINEERING 5675 RUFFIN ROA09 SUITE 250 SAN DIEGO, CALIFORNIA 92123 ,jof As-Built information TYPICAL CROSS SECTIONS Ems? NO SCALE W ES T SI DE PARKWAY PH4 SE 1 (MOHA W K STREET EXTENSION) CITY OF B4KERSFIELD., C4LIFORN14 PUBLIC WORKS DEPARTMENT n a. 0 w 0 w •s • 4- 4_ a) W Q z w "MHWK" LINE I HP FL ETW ETW ETW 47 +85022 FL HP 3.6 5' 36' 21-141 361-48/ 5/-4/ 0' -1 2' 6' 3' BL 7 BL Sw i 2% I PG o _ ---- __ -__ __ - -__ -- ----- --- ------- ---- -- _ TYPE B1 -6 CURB TYPE B1-6 CURB _- _ ___________- _.- - -- -_ ~- - �� OG - - -- ---- _---------- _- ______ --------------------------------------------------- - 5 0G 1 1 TYPE A2 -6 CURB TYPE A2 -6 CURB MOHA K STREET Station 49+73.18 TO 54 +30000 'MHWK' LINE HP FL ETW ETW ETW ETW FL HP 306' 5' 36° 7/ I 0/ -7/ 36' 5, 6/ 3/ DOW BL BL Sw 2% 2% o 5% 2 % 'E-- � --�.- . .............. � 2 % 2 % o 5 s 2° � I :PG TYPE B1-6 CURB TYPE B 1 - 6 CURB 201 - - - - -- -- - - - - -- - -_ -_- OG_ _- _--- __ - - -_ 5 TYPEA2 -6 ____________________ CURB MOHAWK STR-EET __ ____ _______________________ __ ________________ TYPE A2 -6 CURB _______ _ _ ____ OG _____ _ _ _ _ _ __ Station 47 +85022 TO 49+73,18 0 0/-12' - - i. .. . . _ - If - i. .. - - - I C; _1 TYP CROSS SECTION m 36' --------------------- `yam -- _ — — — — — — - - - -- — — — -- - - - -- 1 TYPE A2 -6 CURB, TYPE B2 -4 CURB, TYPE A2 -2 CURB Revision: Date: Description: 'MHWK' LINE ETW! ETW 2/_7/ I 2/_7/ i I i 2% TYPE -B 1 ---6 _ CURB -- ----- -_ - PG TYPE B1-6 CURB A 0 2% ETW FL 5' BL 6' Sw 2% HP 3' 5% LL 5j 1 ' _ — — — — — — — —.. — ------ TAI P'1 r' a T n. P1 P1 OG Station 37 +77065 TO 47 +85022 Station 41+70,60 TO 44+16.60 ( STRUCTURE PLANS) 2 05/07/10 MODIFIED MEDIAN 1 5/29/09 MODIFIED ROADWAY WIDTH FOR LANE WIDENING ON BOTTOM CROSS - SECTION File Name: Drawn: . \ 1611c<503- re v2d dgn M. Kinnear Job No.: Engineer: 1611 J. Lemons Date: Checked by: 612112012 J. Gr a TYP CROSS SECTION o Q Ap F E S S jp9l W. 4 F, fo e� LLJ No. C66224 Exp.6 /30 /lid CIM F OF REGISTERED CIVIL ENGINEER Prepar -red f oro CITY OF BAKERSFIELD 151 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared byo DOKKEN ENGINEERING 5675 RUFFIN ROADs SUITE 250 SAN DIEGO, CALIFORNIA 92123 •. TOTAL i C• 09/05/08 PLANS APPROVAL DATE 1"of As-Built information I IT V4 oCO � �. t ti . ..: �.*' ,. w ;eFV/uS4rP TYPICAL CROSS SECTIONS X-39 NO SCALE WES T SIDE PARKWAY PHASE 1 IMOHA WK STREET EXTENSION CITY OF B4KERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ii 0 W F- 0 W 5- ANNE NY N N co ii 0 W 0 F- 0 W ,i W a cr W M D il Revision: Date: Description: E S S T0414. Noo CG6224 * Expo 6/30/10 clvli F OF c Ai ZFo REGISTERED CIVIL ENGINEER PrE:p�rGC1 f or^o CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prce_p�r -C--C! b L_�o COKKEN ENCINEERINO 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 SHEET TOTAL No. SHEETS 5, 397 09/05/08 PLANS APPROVAL DATE f As-Built information A N 171 6. APICAL CROSS SECTIONS Lij 0 1 X -4 NO SCALE . ..................__ -__ File Name: Drawn: C4- W E S T SI DT PARKWAY PHA ST 1 (MOHA W K STREET EX T T NS ION) 4- 000 � 1611 ca(114a dgn M. Kinnear v .Job No.: Engineer: .� 1611 J. Lemons CITY OT B4KERSFIELD., C4LIFORN14 W Date: Checked by: z rr 91812008 Jo Grc�iy PUBLIC WORKS DT P�4 R T MEN T LIJ f 'S R /W 1009' & Var 15" & Va r HP FL 3.6' 5% HP FL ETW 306' 5' BL 5% 0 —� -TYPE B2 -4 CURB MBGR 146.13' & Var HP FL ETW 306 5' BL 5% 36' 2% ETW 'MHWK' LINE I I j ETW Q� 36` ETW FL Station 59+19.70 TO 62+65o77 Station 59+20.70 to 60 +41 ®70 (SEE STRUCTURE PLANS) 'MHWK` LINE I ETW j ETW 8' -1207' 5` -7'' 3' -507' 2% �2e a. •rF ---- -- ---- 2% -- % 36` ETW FL 5' 6` BL T SW 2% HP 3' 5% HP 3' �OG 2� If I �7 TYPE B1 -6 CURB 6 PG TYPE B1 -6 CURB 5 -- - - - - -- -- --- - - - - -- TYPE A2-6 CURB M O H A W K STREET TYPE A2 -6 CURB OG Station 57 +78°60 TO 59 +19°70 147.35" & Var 01-121 4/-5/ 36/-481 BL 'MHWK' LINE 7' & Var ETWETW 2' -1 207' PG 2% I 2% ' % ETW FL 36' 5' 6' BL SW 2--%. 2 °N TYPE B 1- 6 CURB TYPE B 1- 6 CURB CYPEA26 TYPE A2 -6 CURB 6 V E S S I04t, W. No. C66224 * Exp.6/30/10 F OF m %FOB REGISTERED CIVIL ENGINEER SEE REF TYP CROSS SECTION HP 3' i 2% 2:1 & Var 5 LLD OG ---------- - - - - -- -------- - - - - --- - - - - -- ----------- - - - - -- MOHAWK STREET---- - - - -OG - ----------------------- - - - - -- CURB Station 54 +30000 TO 57 +78°60 File Name: ... \1&11ca04_rev1.dgn Job No.: 1611 Date: 612112012 urawn: Ma Kinnear Engineer: J. L emons Checked by: �Ta 6ray SHEET Prepc� red for- -o No. CITY OF BAKERSFIELD 5 1501 TRUXTUN AVENUE - BAKERSFIELD CALIFORNIA 93301 Prepared by: DOKKEN ENGINEEFRING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 SEE REF TYP CROSS SECTION HP 3' i 2% 2:1 & Var 5 LLD OG ---------- - - - - -- -------- - - - - --- - - - - -- ----------- - - - - -- MOHAWK STREET---- - - - -OG - ----------------------- - - - - -- CURB Station 54 +30000 TO 57 +78°60 File Name: ... \1&11ca04_rev1.dgn Job No.: 1611 Date: 612112012 urawn: Ma Kinnear Engineer: J. L emons Checked by: �Ta 6ray SHEET TOTAL No. SHEETS' 5 397 ...MA • w �. NO SCALE WES T SIDE PARKWAY PHASE 1 IMOHA WK STREET EX TENS-TON) CITY OF B4KERSFIEL D CAL IFORN14 PUBLIC WORKS DEPAR TMEN T Q h N 0 O 1 CL W N N CD n M W H H O J W H Q 0 4- 4- W Q w R /W R /W 6.6" & Var- 4.9' & Var ---------- :7 ------- w k-10 TYPE 1 RETAINING WALL J[ WITH TYPE B11 -47 RAILING 5 9. V'- 7 6. 9 " HP FL ETW 306° 5' - log T BL -T 5%_ _2% 09 27o, -01-40. ----- - - - - -- ------------------ - - - - -- --------- TYPE --B1 - 6 ------CURB ------- 100025"-107.84" M H W K LINE ETW ETW I FL HP M / 1 36/-48/ 5 01-121 6 3 7— wo — 7 BL SW 2% PIG 2% — _2% 5% 1-2:1 TYPE B1 —6 CURB ------------------ ------------------------------------------- : 9 L±T 1 _j TYPE A2-6 CURB 5 TYPE B2-4 CURB, M Q A TREET TYPE A2-2 CURB MBGR Station 65+63063 TO 69+10.29 'MHWK' LINE owl I HP FL ETW ETW FL HP 3.6 5 36 ETW 141 ETW 36 5/ A_ 6' 3 No Pogo BL 7 7/ BL SW low 9029/-9.7/ 5% 2% 2% wo -04 ------ Mb- 2% 1 _2% 2% 5% PG ------------ --- ------------- -- - --------- --- --- TYPE B1 -6 CURB TYPE B1-6CURB 5 --- I rG ------------------- '7 OG -------------------------------------------------------------------------------- ---- -- TYPE A2-6 CURB TYPE 82-4 CURB IDHAWK STREET 0 G MBGR Station 64+67043 TO 65+63063 I Revision: Date: Descr-iotion: HP FL ETW 3.61 5' BL 36° "MHWK" LINE ETW ETW --W.- 8' -14' 1- 5/-7/11 3 °_7, ETW FL 361 5 1- 6 F BL T SW HP -3 5% _2% 20% 0 31 2% 1 2% 2% --------------- TYPE B1-6 CURB--/ TYPE B1-6 CURB PG --------------------------------� ----------------------------------------- - - --------------- OG TYPE B2-4 CURB MOHAWK S . TREET TYPE A2-6 CURB--J/ --- OG ----- MBGR Station 62+65.77 TO 64+67 043 File Nome: ... \1611Cd05.d_qn Job No.: 1611 Date: 612112012 Dr-awn: M. Kinnear Engineer-: J. L emons Checked by: J. Gray OQ�pEESS10414 4 Qz� rin ev- No. C66224 Exp. 6/30/10 C Vl\- OF CAS ZFO REGISTERED CIVIL ENGINEER P t-- e P a It— E_- 6 f C, t-- -0 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r- � p II r- EE 6 b y -0 DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 SHEET N o. 6 TOTAL SHEETS 397 PLANS APPROVAL DATE R.E. Signature for f inal l of As-Built information Kw NO SCALE WESTSIDE P4RKW4Y PHA SE 1 (MOH 4WK STREET EXTENSION) CITY OF BAKERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT so M CD 0 0 In Ltj F- <T 0 LLj CC M Uj D R /W 'MHWK' R /W HP 55"-60.1 LINE 55f-61 HP 1 / 2:1 ---------------------- --- 0 G -- FL ETW 5' SW BL 5%1 2% R/W UD 1 / 2:1 --------------- ------- OG� FL ETW 6 S, -I- Sw -4w-4 BL 5% 2% I I I L_ M0, v %..0Ut\U 55' 35' -36' 36' 55"-60.9" 1 24' 7' -1 3/ 7'- 9' 2% 1 1 VAR ...,# I 1.j I I ..W I I I W-00 I *_J1 I a *-.# I 1" %a I I %a I a -_j --I "MHWK LINE -I- ETW i ETW 121-141 2% 2%_ *_,p I N_A I I V I I I C_ I *-If w a I -..w I N_,f I %.W I .." I a --W I 11 a/ on a/ 38' -40' I I FE ML—u k..UrND 55 / 36/-38/ I YHE AZ -6 CURB FL 5 6/ 1 BL SW 2% 4 15% 2:1 5 BOG FL 5 6/ 1 BL SW 2% 5% 2:1 OG 'MHWK R/W LINE 55'- 58035' HP ETW ETW FL ETW FL 6 01-121 4 36/-481 2' -1 41 36 5/ 6/ - -I- -L - - SW BL 7 / - BL SW 2% 2% % P G 2% 5%, 20%0 _0 - 2% 5% 200 2:1 --------------- 2'- .............. TYPE B1_6 CURB TYPE B1-6 CURB -------- TYPE- A2-6- CURB---/ - -- - - - - - J5 ------------- --------------- OG -------------------------------------------------------------------------------------- -- - - - - - - - - - - TYPE A2-6 CURB _E1 6 1�: OG LEOAW'K _-STREET Revision® Dater Descriotion: Station 69+10.29 TO 72+50c43 I S S J0*4 No.CG6224 Exp. 6/30/10 CIM OF REGISTERED CIVIL ENGINEER P f-- C—, p � r E-_ 6 f, C) r -. CITY OF R4)KERSFIE1 D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r- E) P c--5 r e Cl boo IDOKKEN ENGINEERINO 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 SHEET TOTAL No. SHEETS 7 397 09/05/08 PLANS APPROVAL DATE LIRI;. E;. Signature f 677 4 inal approvc7 o 0 s_Built f As-Built Information ......... ................ NO SCALE File Name.- Drawn: ... \1611ca06.d_qn M. Kinnear WESTSIDE PARKWAY PHASE 1 (MOH4WK STREET EXTENSION) Job No.: Engineer: CITY OF B4KERSFIELD9 C4LIFORN14 1611 J. Lemons Date: Checked by: PUBLIC WORKS DEP4RTMENT 91812008 J. Gray I M 0 0 n 00 00 it 0 Uj 0 n0 it -0 a) Cam' 2% OG ETW OG 1 20 / 47/-591 'TRX' LINE 4-8.9"-5308' SAWCUT 32/ 31/ EP SAWCUT MATCH EXISTING 2% ---- ------- ----------------------------- L -- ------ ------------- OG TT --- --- ------------------------------------------ T --------------------------------- COLD PLANE HMA PAVEMENT (2'' MAX )i COLD PLANE HMA PAVEMENT (2'' MAX) 2'' HMA (TYPE B) 2'' HMA (TYPE B) TR UN AVENUE Station 32+61.47 to 36+65.74 'TRX' ETW nn e., A-7 n ETW ETW .1/-/ 0 LINE SAWCUT -7 n n/ A -7 n / M E NILW W ILW M INS LIMA M Station 28+85,86 to 32+61,47 _j WAM 0G 11w, f E S S 10 W. C> No. C66224 Exp. 6/30/10 CIVIC OF REGISTERED CIVIL ENGINEER Preps red f'c)r-. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r C-, P C-. � r - e-- d k D Y -.. DOKKEN ENGINEERING 5675 RUFFIN ROADS SUITE 250 SAN DIEGO, CALIFORNIA 92123 TOTAL SHEE TS PLANS APPROVAL DATE R.E. Signature f7dif inal approval of As-Built information R/W "MHWK R /W H P LINE HP 61 60.1/ -70" FL ETW I FL 6/ 5 35 -22 45/-74/ 5 11-21 SW BL 2% SW /VAR P G 2% 5% 2:1 2:1 5% 2% 1%-2% % A ------------------------------------------------- ---- --- S, ------------------------------------------- ------ ------------------ ------- ---------- OG 7 5 TYPE B1-6 CURB, TYPE A2-6 CURB TYPE A2-6 CURB- 0G TYPE TYPE A2-6 CURB M HAW STREET Station 81 +84054 TO 85+74,51 *Station 84+92.39 TO 85+74,51 TYPICAL ROSS ST CTIONS X-7 NO SCALE Revision: D a te: Description: File Nome: Dr-awn: ... \1611caO7.dgn WESTSIDE P4RKW4Y PH4SE 1 (MOH4WK STREET EXTENSION) Job No.: Engineer: 1611 CITY OF B4KTRSTITTD9 C4LITORNl4 Date: 612112012 Checked by: PUBLIC WORKS DEP4RT MEN T 1771 LLJ F_ 0 1 CL LLJ 5- X"! IN, 4 N 0 IN, C-0 LLJ F_ 0 n LLJ F- U) L+_ (4- a) Lij Z r1r Ld U) D oc TYPE E HMA DIKE ■ 87 1 G ig 55 *4 ii ETW ET.W nl._Q d, ail SAWCUT n At w At FL 2 'l 101-61 I Mi =aim f 7 �' T a T 1 ,us Station 37+57.56 to 39+10.01 r ETW ETW 0�M � s • �i SAWCUT .I 6u4"— 14 SAWCUT MATCH EXISTING _ �. _ - �. .m.is _ �� rlf/' mll® _ _ msi. -.� �mm► �_ .imm ms �s _ A.M. _ _ _ m.®. _ mom �OS� m® mso, _�► ssll. msi. comer m�Y ®b ®� �_ �1.. mss • l © ,* ROSEDALE HIGHWAY TYPICAL SECTION MODIFIED. Qd= ■ 6 ■ ■ , E ;wfs Statlon 34+80.86 to 37+57.56 FL 2 ` 10" wow QG f � f iLi1J O G HP TYPE A2 -6 CURB 4�pv S S 1'0�, I ell r" No. C66224 * Exp.6l30/10 CIVIV l� oic, C AV 1� REGISTERED CIVIL ENGINEEAi P-E�parE�:d - F'c)r - CITY OF BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr epc--:)red byo DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 TOTAL r # • AILANS APPROVAL DATE lof A-s-BuIlt information TYPICAL CROSS SECTIONS Kc 1*61 GL C'7 all .o H fJC TYPE E H A D I- R/W 55' *m G 'r • i TMORM SAWCUT • 31 -4®2% *aft_ Gas% dolcr ----- 2Qr6' -34' 35 1 _--- SAWDUT ---� -� MATCH EXISTING .i .�. r .®. .... —. .... ... — — — .— rom j • ■ ■ ' /.- 3 55■ 1 t -55m5' 32.5' SAWCUT MATCH EXISTING ® °RS .M ®Yls M1/ - ® _• s1[s .... .fir --kr® - ® ® gI/4 400mma 211 HMA (TYPE ■ TYPE ■ s ■ illiq il-mv, - 4 Station 39+10.01 to 42+73.49 on -e m a W. R No. C66224 * Exp.6l30/10 CIVIL OF CAI. 1��� REGISTERED CIVIL ENGINEER Pr-- E.-�PC-5r - e f or- o CITY OF [BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr ep<-:3red bgo [:DOKKF=N ENGINEERING 5575 RUFFIN ROADS SUITE 250 SAN DIEGO, CALIFORNIA 92123 TOTAL .. PLANS y 1` y DATI TYPICAL CROSS SECTIONS I � i w N .o c-1 O O CL. W co N �t- N m n O H O J W C O ..0 U) O J W Q rlr 'CARN' Revision: Date: Descr1otlon: File Name.- ... \1611Ca1adgn Job No.: 1611 Date: 91812008 Drawn: M. Kinnear Engineer: J. Lemons Checked by: J. Gray Q �,p v E S S Ip�,9l Noe C66224 * Exp. 6/30/10 CIVIC F OF CAt -��`�� REGISTERED CIVIL ENGINEER P r e p � r e 6 - f^oro CITY OF BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prep�ree c! bye DOKKEN ENCINEERINO 5G75 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 SHEET TOTAL No. SHEETS 11 397 09/05/08 PLANS APPROVAL DATE AS BUILT R. E. Siqnaturi"?T� final approwi, of As-Built information I TYPICAL CROSS SECTIONS Elm$ NO SCALE W ES T SI QE PARKWAY PHASE 1 ( MQHA W K STREET EXTENSION) CITY OF B4KERSFIELD, C4LIFORN14 PUBLIC WORKS DEPARTMENT 00 M n ti W O r W co CR CD N 00 n n O LIJ H O J W W I- Q M W 4_ W Q z rr W A• 101 R/W "CARN1 LINE 16' -33x5/ I HP EP I EP HP 3/ 6/-7.5`1 6/-7.5 3 5% 2% I 5% - - - - - - - - - - - - - - - 0 G . OG ...... .. ... ........ %. SS VALLEY CANAL ACCESS ROAD NORTH 1 t 'a t �io �n �77 �O 0�u O�O �t o� - 10 +00°00 X Station 9+16,94 to 10+C Station 9+16,94 to 1 +00000 /BP/ LINE HP EP EP HP 2/_ 61 I 6/ -2 5% 2% I PG 5% A __Ve� -- ----------- ----------------------- ----- --- ------------------ ------- 0 0 G aIKE PATH Station 11+50.00 TO 20+84o34 " E Q " LINE HP EP i EP HP 21 8 8/ -2 --------- ------ ------------ d ---------- ----------- f ------------- ------- - - - - -- 0Gy 4:1 P G A G 5% 2% 5% Station 10+00.00 TO 15+50 a24 Revision: Date: Description: "CARS DW1 LINE HP r_"D I ED HP 8 5% 2% -f ----------------------- OG " % / ^ I I 8' . 3' • C R 0 S S ROAD SOUTH DRIVEWAY 1 Station 7+3.4.15 to 9+34.39 "CARS" LINE I HP EP I E 3/ 6/-7u5'16/-705/ 5% 2% PG 1-VATZ R 1W --------------- ------------ OG7 ----------------- OG CROSS VALLEY CANAL ACCESS ROAD SOUTH Stati*n 7+0o.o6IT�� 3+00.00 *Stati*n 9+30,67 to 11+14,04.,' wa "CARN2" LINE 16"-33.5" HP EP EP HP 3 6' -705' 6' -705' 3 % 2% I PG 5% J OG OG ................. CROSS VALLEY CANAL ACCESS ROAD NORTH 2 Station � � 10+0 0 to 1 1 38 � 0 i )8 xSta i 006 staton 10+70,73 to 12+87,3 AS BLAIJ C NTRACTNO. 1 77 R.E. S'qnature t final approval of As-Built information 3/ HP EP _5% E S S I0 W. c-) C= No. C66224 Exp. 6/30/10 CIM OF CA� REGISTERED CIVIL ENGINEER Prepared f C) t-- -. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared bra DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 *'CARN2 DW2" LINE 8/ 8/ EP HP 3 /—PG _ ! r- 01 CROSS VALLEY CANAL ACCESS ROAD NORTH 2 DRIVEWAY___2 Station 10+84018 to 12+55073 3' HP EP 'CARN1 DW1 1 705' & Var LINE R /W 3' F 8 E P H P 3 If f . ------------ ------------ ----------------- TOTAL SHEETSi PLANS APPROVAL DATE •I ------------ G7 • ............... CROSS VALLEY CANAL ACCESS ROAD NORTH 1 DRIVEWAY- 1 Station 7+19.90 to 9+11.87 ecc) 30 R r` vf x r p wr#4re7"200 TYPICAL CROSS SECTIONS x-ioK NO SCALE File Name: Dr-awn: .. \ 1611 c <3 10- r e v2. cl_qn M. Kinnear WESTSIDE P4RKW4Y PH4SE 1 (MOH4WK STREET EXTENSION) Job No.: Engineer-: CITY OF B4KERSFIELD9 C4LIFORN14 2 05/07/10 MODIFIED STRUCTURAL SECTIONS ON fCARN1 /CARN2/, CARN & CARS DRIVEWAYS 1611 J. Lemons 1 5/29/09 INCLUDED /CARN1 " AND "CARN2' TYPICAL SECTIONS, ALSO INCLUDES CARN & CARS DRIVEWAY TYPICAL SECTIONS Date: Checked by: PUBLIC WORKS, DEPARTMENT I 1 1 612112012 J. Gray I I ry 0 0 _j n LIJ 2: II Uj 0 1 CL 0 Uj In C4- z r'r LIJ Cn :D Rev 191on: Dates 0 FL HP 3*5' ~►_ r 2: 1 WSW" f 'REF' LINE TYPE A2-6 ■ Station 025+69900 *Station 24+51.79 TO 25+69,eOl —32o2r Descruotion: REVISED REFINERY AVENUE STATIONING R. E. signature f�r-f fhal approv] of As-Built Information 22' 'NAR' LINE SHEET TOTAL No. SHEETS ���fl�ESSIA�t 12 397 No. C66224 * Exp.6 /30/10 . 'o9 CIVIL OF CAL xi 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE IMO ! — • i CITY OF BAKERSFIELD ' 1501 TRUXTUN AVENUE 'W"AKERSFIELD CALIFORNIA 93301 pr- eper^ed by: DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 R /W 30 FL HP 22" & Vvr 3a5" File Name: .�. '� 1611ca11_ rsvea. Job No.: 1011612008 • NORTH t ROAD Station !` 14+83,.30 *Station : to 20+14.65 **Station 19+11.57 to 20+14.65 FL HP r 3r - 2.1 -TYPE A2 -6 CURB '--t-YPICAL CROSS SECTIONS X -11 a. co N CL•r ii W W x im f� 'REF' R/W LINE R/W 2804'- 104.7` 1 2905' - 104°6' 1 HP FL 30 5' 0/-24o7/ No No o � PG o 5% 2/ 2/ 5/ 201 2° 1 -TYPE A- - - - R _ - - - - - - - - -__ _I_______________ __ ___- A ------- 2 6 CURB 3 OG �1 3 TYPE A2 -6 CURB 18` I I I FL HP 18/ 3.05' ow .00 1 '- 32.2' 'REF' R/W LINE 2804' -5006' 1 29.5' -60.9' I HP FL j FL HP 3' 18 18/ 3' 0' -2407' P o I G 2/ o ° 3 oG 3 REFINERY Station 10+00,00 TO 17 +00 d 00 Revision: Date: Description: 1' -3301' 'CARS DW3' LINE i I 3, HP EP EP HP 3, Im CROSS VALLEY CANAL ACCESS ROAD SOUTH DR--1-VEWAY 3 CROSS VALLEY Station 11+02.45 to 12 +63081 18" & Var 'CARS DW2` LINE i 3' HP EP 6' No 5% i 6' EP HP 3' 5% o Q�pF E S S Ipy9l W. rn No. C66224 Exp.6 /30/10 s�9T CIVIC ~Q FOF CA���`o� REGISTERED CIVIL ENGINEER Pr- -spared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr- repar-ed bYa DOKKEN ENGINEERING 5675 RUFFIN ROADS SUITE 250 SAN DIEGO, CALIFORNIA 92123 Station • to 7+82o6O ow SHEET No. TOTAL SHEETS 12(' 397 !• ! !i PLANS APPROVAL DATE AS BUILT 2 05/07/10 MODIFIED REFINERY AVENUE WIDTH, ADDED 'KCWA1 ' & 'BNSF 1 ' SECTIONS, MODIFY CARS STRUCTURAL SECTIONS 1 5/29/09 ADDED CROSS VALLEY CANAL DRIVEWAY DETAILS, MOVED NORTH ACCESS ROAD TO X -12 A 10/17/08 REVISED REFINERY AVENUE STATIONING LIMITS File Name: Drawn: ... \ 1611 ca11 _ re v2o dgn M. Kinnear Job No.: Engineer: 1611 J. Lemons Date: Checked by: 612112012 Jo Gray TYPICAL CROSS SECTIONS, 0700,104 C CO '30 'RLrt//.r Cow J7 C#0*4 X — 11 NO SCALE WESTSIDE PARKWAY PHASE 1 IMOHAWK STREET EXTENSION) CITY OF B4KERSFIELD, CALIFORNIA PUBLIC WORKS DEPAR TMEN T Q all N 0 W 0 W V1 N N co 0 W ^J^ W 0 w Q M w (7 Revision: Date: Description: 3' HP EP 5 2° 0 G —� amn 'PIP' LINE I 22' -2q' 221-241 EP HP 3' 2% PG 2% 5% .E-- -- --- --�r.. -A.• ----------------------- _ - -- -- `_7 [; 1 F3-T O G PIPELINE WAY Station 20+14,65 to 21+80,29 *Station 20+14.65 to 21+19,57 CROSS VALLEY CANAL 2i 16 " & Var 'CARS DW41 LINE HP EP EP HP , 3 6 6 3 20 � 0 5% .9E ---- A 4F -7 - - - - - - - - - - - - - - - - - OG CROSS VALLEY CANAL ACCESS ROAD SOUTH D R I V E Station 12+18.73 to 13+65.96 2 05/07/10 MODIFY CARS DRIVEWAY STRUCTURAL SECTIONS 1 5/29/09 REMOVED RAMP 1 SECTIONS, ADDED WALKER TRAIL, PIPELINE WAY SECTION FROM X -11 30'— VAR HP FL 0/-3/ % 5 ,, �..._ 2 °1 a OG TYPE A2 -6 CURB `WLK' LINE 22' l n z PG C , *30' FL HP 22' & Var 305,' r of SHEET TOTAL No. SHEETS ©e �p V E S S 104tj W. CF F 1 3r 397, s y No. C66224 * Exp.6 /30/10 s�qT CI M ��cr F OF CA��FO� 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE Prepared f oro CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepaared I��o DOKKTN ENGINEERING 5675 RUFFIN ROADs SUITE 250 SAN DIEGO, CALIFORNIA 92123 AS BUILT R. E. Signature f67'�W` I approval of As-Built Information R /W 0/-3/ 201 Nga",' s � Station 12+15.21 to 14 +83030 *Station 14+83.30 to 20+14.65 * *Stat i on 19+1 1 0 57 to 20+14 065 NO SCALE File Nome Drawn: 000 \ 1611 cd12- re v2a d n Ma Kinnear W ES T SI DT PA RK W4 Y PHA ST 1 (MOH4 W K STREET EXTENSION) Job No.: Engineer: CI T Y OT B4KERSFIEL D C4L I 1611 Jo Lemons 9 Date: Checked by: PUBT l C W 6/21 /2`12 Jo Gray O RK DT PAR T l ��N T M N n II Uj 0 CL w 5- N N C.0 n O W F- F-- O J Q. W F-- 0 0 W Q M W M D 'MHK4' LINE I i 0 Revision: Date: Description: i I 1 `' TYPE E HMA DIKE - -___ -4 --------------------------- - - - ::;' ---------------------------- 0G Station • i4 TO :4 File Name: ... \1611ca13odgn Job No.: 1611 Date: Li Ma Kinnear Engineer: J. Lemons Checked by: J. Gray SHEET TOTAL No. SHEETS QRpEISSIp,� W. 9 14 397 �P Ohs y No° CG6224 * Exp. 6/30/10 s�9 CIVIL �ticr lF OF C A C %� 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE Prepc -� - C—_6 f ora CITY OF BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 PrepcnrE_- c! boo DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 AS BUILT- lof As-Built information ignature fMW-hal approval U F t On ,. M RIM TYPICAL CROSS SECTIONS X -13 NO SCALE W ES T SI DE P4 RK W 4 Y PHASE 1 (MOH4 W K STREET EXTENSION) CITY OF B4KERSFIELD., C4LIFORN14 PUBLIC WORKS DEPARTMENT 0 w F- 0 w w 5- co N co M w 0 n Lij Ic O w Q z w D 2w F'... 1 C7,' H 3' P F L 6' 241 6n0 % -7 °8% 'MHK5' LINE I _I ETW FL g I PG I ,I 2° 1 ° TYPE A2 -6 CURB TYPE A2 -6 CURB -- ------------------------------------------------------ - - - - -- --- i - - - - -- OG R /W Station 471 +15.22 to 471 +50a07 581-85" HP EP °5 3` 5Y. SEE MHWK TYP CROSS SECTION 'MH K 5' LINE i J I ETW EP HP 24 _�_ 41 3 B a8 % -8o5% "1 I PG- 2 TYPE E HMA DIKE � -------- LL ------------------------------------------------- 1 � OG--- � Revision: Date: Descriotion: Station 471+00.00 to 471+15,22 5% <* SEE MHWK TYP CROSS SECTION HP FL 0' -5' 32` 2.0%-2.37o- 'MHK6' LINE l I I I I,—PG FL HP 0/-5/1 5% O QRpVES5I041 LAJ No. C66224 * Exp.6 /30/10 CIVIL F OF CA` REGISTERED CIVIL ENGINEER PrL.parecl f oro CITY OF BAKEROFIEL-D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepal --c,d byo DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 1 � - -- ------- - - - - -- - - -- TYPE A2 -6 CURB TYPE A2 -6 CURB OG RAMP 6 Station 460 +21 .21 to 460+99.21 FL 6' 2.0% -6.0% ----� ---• ,CROSS SECTION 2° I TYPE A2 -6 CURB ' ------------ - L ---------------------------------------------- I 0 `MHK5' LINE i ETW I PG I �► SEE MHWK TYP Station 471 +50°07 to 472 +59°14 NO SCALE X -14 File Name: Drawn: 000 01611ca14ad g n Ma Kinnear WES TSIDE PARKWAY PHASE 1 (MOH/WK S TREE T EX TENSION) Job No.: Engineer: CITY OF B4KERSFIELD 1611 J. Lemons 9 C4L IFORN14 Date: Checked by: 6/21 o2d`12 ,Jo bra t°UB� IO W ORK,�' DEPAR T MEN T y Q N 0 W F- 0 W M N \ N CD n u LLJ 1- 0 -I 0. W Q 0 W z L-1 EC-1 G-1 D - ki-A u — 1 :0 D S-1 Flu AS BUILT CONTRACT No. It R.E. NAME r ' �.,..; Oe�3FESSI0*4 No. C66224 * Exp.6/30/10 F CIM OF REGISTERED CIVIL ENGINEER �-- e Prepared f oro CITY OF BAKERSFIELD m nal approval 1501 TRUXTUN AVENUE Revision: Date: Descrlotion: SHEET No. TOTAL SHEETS 16 397 PLANS APPROVAL DATE L-7 EC-7 GM7 D-7 U-7 PD-7 S-7 L-8 EC-8 G-8 D-8 U-8 PD-8 S-8 KEY MAP AND LINE INDEX NO SCALE MI File Nome: Drawn: 000 \1611dc301ad n Jo F1scher WES TSIDE PARKWAY PHASE 1 (MOH/- WK STREET EX TENSION) g Job No.: Engineer: 1611 J. Lemons CITY OF B4KERSFIELD, C4LIFORNIA Date: Checked by: PUBLIC WORKS DEPAR T M 612112012 Jo Gray �� T Q o, 0 W 0 W 5- m m N ti N Co n u 0 F- 0 J CL W F- Q 0 W 4- 4- W Q W LO NOTES C E 0-1. 19 1 SEE CONSTRUCTION DETAIL SHEETS FOR DETAILS NOT SHOWN 2. FOR COLD PLANE PAVEMENT LIMITS SEE STAGE CONSTRUCTION PLANS ................ % x '8 I ",- 85 3. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA .86 % 6 2 .2+ % _74 . / M..HW K 2 g BC A SEE RI T OF WAY RECORD MAPS AT CITY OFFICE B" %BAY `:T A, R, j, �B O�g,� T Y P-E. t B� 6�CURB LEGEND eg B A-Y" T A P-E'R B M H W.K`r 2 2 __�,3 5 7 4 ..... .. .. . C. Y 7.8 MBGR ::R M lit T R 8 8 5...8 I D E W.Att O.N"D E R Q. R A I N /,S ON�11' B o g B 3 - 6 CU�. --W K 2 % 7 1 .77--( 64 .8 "MH 0 % STRUCTURAL SECTION E TYPICAL CROSS R 1ON D-E T A B e T--A-P:`-..E'R% CURVE DATA NUMBE % SE �ii:tR U C T I L.-S' -y"'i, P % 2% 4 % 12`,"i D ".-a 14 0 SECTIONS FOR STRUC UR SECTION TYPES)`� -C N F "0 T e I 'Q V E R-,*'" A 29 :t R-i-I b S.% S, REMOVE BASE AND SURFACI 5 1!ii:8 +70.95 ENVIRONMENTALLY SENSITIVE FOR L t I'M .................. % 'NG..LE P N T 7 % 5,-_--t;',-+ "W K `_.2 2 + 7 3.`8 0 �FENCE LOCATION SEE GRADING PL A x 0 "R 1-40' .8e ABREVIATIONS % z NT OF WAY I % % R 4. PTE PERMIT TO ENTER (CONTRACTOR TO OBT PERMIT TO,ENTER) -41 4+ 0 L yy,�%, 2 2 3--" m TCE TEMPORARY CONSTRUCTION EASEMENT t J, _6 % % END TYPE CUR TCA TEMPORARY CONSTRUCTION ACCESS .... A0 Z L W 1 + 2 7 PCCOSD PORTLAND CEMENT CONCRETE OVERSIDE D Al '0 C." *MH R t CENTER-L----INE CUR_VE DA-T-A Nis 0 Mill 0 1 M:wf�; 1111 1XV] ISM: 0 2 6 09 5 8' 1255.89" W016101 tolsm __ M - wasm 480--1 9`20"_]i M13=4114=. 1 4 0 0 5 2 2_3 5 b 0 56 58 � 000 58 0 57 46 TOTAL SHEETS \��v E S S JO 1 397 W. 4 tn Qz Lw No.CG6224 Exp. 6/30/10 CIM OF CA� 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE P �- C-_ P <-:5 �- E�- 6 f - C) I- -. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 0 8 'DE R D� `X' R A'I, N +0 SIDEWALK BC 1 E� p en r-e) 6 CT 10 E Ti. A I S A VV C., Ull,.. T.-,' % r SEE CONSTRU . ...... DOKKEN F ENCINEERINC3 I:% !% 1. 5675 RUFFIN ROAD, SUITE 250 '24 M R WK k. 9 +-,-A 4 27: POC= 4.1 "'P 0 C Y 3 6 1 % P '83 "6 �CURB 7Y TY E % I %, 'i. Z, . SAN DIEGO, CALIFORNIA 92123 P E- A2-6 CURB 0 2. 89 9+ 'R % % L 75.", S I u EWA L K. N 2 0 0 24+57.30 t L, `72' Lt "MHWK' 8 T D TYPE B1-6 CURB A P, E� % END B + A AWCLJ % v 7 .,C) % _5 2 L*-, H W) Vt 1� i-E N D 8 A!�, Rt + 5' 24" 63.93 "MHWK* % R 8eg D \% % -6 CURB ,%\TYPE B1 11%46+18 a 66 AHWK 2.2 + 5 7. + C\j TYPE A2-6 CURB % N .E R Df . .... . E 9 5 9' �4 U L'K 4 MHWK 1 7 91 U RB� L t� TYPE..---: B 1 -6 C S1 08 % CONTRACT No. D E"T A, ...... AS BUILT L E P, 51 S I D E W A T R' ION :% TE C.C.A. DATE % ui % 7 R. E. NAME 8 5 0 Lt K 6 1 +33.3 'P u A N L E. N T 20 5 ..................... V) 4 z4 Z L HWK' 16+24.5 LLJ OE %: 1 1 Rt 'MH 22+21.72 Beg T A P Lu B e g T ...... 5 g BAY TAPER R.E. so approval A % -Built informaflon KC 15+88 of As .......... .......... .......... .......... 5 CUT LIJ A u R B .y 2 R Yp M H, 9 Lt WK T Y P E A 2 - 6 B 2 T P E" R ........... E NO BA B,G R M e T .... .. ... Y P-E".. ............. %%. S, L AY- T /A VV 5 SIDEWALK r .6. z -ER M END 6 A: 3e-, MR.Y 2'3 + 3 4,.,2 7 K % % D.:E ... ............. SAWCU I B 'W 'A -C T SAW R/W ....... ....... .... 6 Rt */'T R QC .. ........ 3 ...... . ... u I of� B -6 % SAW END T PRL .. HB 53.50" Rt 9.22 CONFORM CP_ rtL t 50.38' R 11000* E N V `2 -6 C K" 20+75. V, N, vCE A4 #tjk % P END TY ........ . . Sli WA L K; %UN D(E R D R A I N ..000o, % CP- SEE. CONSTRUCt- LON" D L S rL loc_ P % % 76 9 9, D 50 R t mHvvr\ -1 5+67o4O 'MHWK " 23+34 � 83 27-0 + 7 .4 H W K 5, 54 Rt ...... 4 3 o0b A P P R 0 A.C....H., 91 Rt 'MHWK -ISIAWCUT 5 Beg BAY TAPER Zoo IEVVKA 53- Beg TYPE B 1,.- U END TA S -C"T'l ON DE , SAW�- E`E G N.- T A I L` S.-T R-*U* .921 Rt "MHWK' 23+23,'31"', .. ........ Q t; m H VV K 2. + 50.87/ Rt ...... .-S-6 MHWK 13+12.92 PTE END 12'' Dic 149 54 R OVER -1 N T R/W ANGLE.'PO SIDEWALK": UNDERD" W' % .. ....... .9 R t "MHWK 23+21 .26 A A -7 r-% i I a A I I I I a f A A % Beg TAPER Beg TYPE A2-6 CURB Beg 6" SIDEWALK CONFORM Revision: Date: Description: CURVE DATA 2507.09/�i '%X �END 12" Dic 140" T.- p- V pq A�1- j,", Irr CROSSOVER 47' Lt �T R k. 3��+-67.1 3 �R Y T, A? E N D BA V., % CJQ N F 0 R M . .... ..... . R R KE,. N IVER BRIDGE AT L t: _5 % -WK S T R E E7,- 1 ".9 + MOHA 5.. ij: BC .4 "A Y �e:gi 1�� B' % B. --,.S -CU PE % T AW E, -JUCTURE PLANS S %..R T F� R T % LAYOUT SAW -T x z-, QU 3.93' +2 2 1" % N, % SCALE" 1 50 File Name: D r a w r"I 0. ... UbIl e <5 01. c1gn J. F1 scher %J 0 0 IN 0.: Enninee : J. Lemons Checked by: J. Grou 1611 Date: 91812008 I Lu -0 WESTSIDE P4RKW4Y PH4SE 1 (MOH4WK STREET EXTENSION) 0 C1 T Y OF B4KERSFIEL D C4L IFORN14 C z rr PUBLIC WDRKS DEP4RTMENT NOTES CURVE 1 SEE CONSTRUCTION DETAIL SHEETS FOR DETAILS NOT SHOWN DELTA 2, FOR COLD PLANE PAVEMENT LIMITS SEE STAGE CONSTRUCTION PLANS -6 CURB 3. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SKI[ SEE RIGHT OF WAY RECORD MAPS AT CITY OFFICE V H W K .2 3.+41.7% LEGEND R/W ' M B G R 0 2 6 0 9 5 8 O CURVE DATA NUMBER . AY T A� R ❑STRUCTURAL SECTION (SEE TYPICAL CROSS x 178.14/ SECTIONS FOR STRUCTURAL SECTION TYPES) IT D A�P E R REMOVE BASE AND SURFACING 48 0 19/2011 232.00/ ENVIRONMENTALLY SENSITIVE AREA FOR % 1 2507.09'1 FENCE LOCATION SEE GRADING PLAN 251.31 500094 cow ABREVIATIONS \V PTE = PERMIT TO ENTER (CONTRACTOR TO OBTAIN PERMIT TO ENTER) C ........ 2 T,; 3_6 9 TCE = TEMPORARY CONSTRUCTION EASEMENT TCA = TEMPORARY CONSTRUCTION ACCESS A PCCOSD = PORTLAND CEMENT CONCRETE OVERSIDE DRAIN CENTERLINE CURVE DATA CURVE RADIUS DELTA "D TYPE B1 -6 CURB (A-) SKI[ 52"L • V H W K .2 3.+41.7% 7.69' ' a M- TOX110m; 0 2 6 0 9 5 8 D . AY T A� R "D MHW*K24 .N +9PtE x 178.14/ g IT D A�P E R Pro �* 48 0 19/2011 232.00/ 462.95/ % 1 2507.09'1 40 0 5223 1 1 251.31 500094 cow • 0 5 6 0 5 6 5 8 11 C ........ 2 T,; 3_6 9 0 57 46 X E C Rt T RX 2 `8- 85 .86 'W !e.g A M.H, + �B A. P k Y BC TYPE B, 62 L K 2 -E'R • %B g B TAP CURB $ % A 04F OR M w C. U.T.... 61:0 M H WK 22135.7Q,. :;: 2 t,3 5. 7 Q,--- K t 7. T R`-X,.` S1 D E WA UNDERMAIN B e TA PE R ��c 0 N.S.-TR U qT f 0 N ,D T A I,L S E E,, -6',C RB B e T`Y P E • B3 M HWK 22- 71 .,E f -ORM a • CO 64.-, 2 g 5 E ' s. R"*'*' b v t x 29+70 .95 "M ANG �E POINT ...... 64-bD 5 -f-HWK ;fi.. 40 -Be 0 V el� .4 1.23 MRWE 24+ C ... -B END T Y P E CU ,R CU T AW 10 !:f "It "MHWK,-/ 2 1 + 2, 7 A`-O, ...... ...... % BC 1 S I D E W A L K--`U N D..E.R D R A 1. N SHEET TOTAL No. SHEETS �zV E S S 1041 W. 7 17(- 39 C-11 No. C66224 Or Exp. 6/30/10 CI 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE Prepared f- c) t-- -0 CITY OF BAKERS IELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 E,- p c-5 r- E-, 6 kD L4 ............. 10 N D ETA, I LS S A W', C SEE C,'ONSTRUC! DOKKEN ENGINEERING MHWK 1 9+44-'�027� POC N, CL "POC 4: I'll tlu X" 32 '6 11: 4 7 5675 RUFFIN ROAD, SUITE 250 % T Y,,P E • ---- I-B 3 '6 �CURB 0/ SAN DIEGO, CALIFORNIA 92123 -6 CURB 2`0 2. 8..� R 5 TYPE A2 i% % 3 7 E.... 0 7 2 1 1 + 'TPY/ ?q+7 .. ..... r- C T n r-7 IAI A I V Lt "MHWK" 24+57.30 END BAY TA R WCU CURVE RADIUS DELTA "D TYPE B1 -6 CURB (A-) 2795028/ 52"L • V H W K .2 3.+41.7% 7.69' ' 2548.09" 1 1025 / 57 1 D . AY T A� R "D MHW*K24 .N +9PtE x 178.14/ g IT D A�P E R TYPE B1-6 CURB 232.00/ 462.95/ % 1 2507.09'1 1 1 0 26 /54111 251.31 500094 1. .6+18.66 4 -.0 • D ER 6,0� 5 9 :DJ L •�[DE W A L K U N Lt +57 V 1:�, 4 "MHWK' 7 1 TYPE A2-6 CURB 2 tV L t H U R.,5, % ;�: T Y P E------8 1 - 6 C 49 M; W K 17 4- 2 4 .§----,7 • D E T A., I" "L -:::Z P'0 I NT%, •LE,�i s C 0 N S T R U C T 10 N 5/ SIDEWA. -4 •vii K S .R ._R E MO..H A T Lu ui T 8050' Lt MflWK �77. 5 1i B 7 +33.37 • N 0 T L E; iPQ -J N ............ \5 V) 3.18/ Lt -M. ,H W K 16 + 18. 15,--: uj Beg TAPER 1 1 Rt /MHWK/ 22+21.72 )A% ".A ...... % V • Be g T Y?-E B1 -6 CURR," Lu .... . .... . . '5 • Beg BAY TAPER ............... 5 6/ SIDE .�w Q. C 15+88,". 8. WA A-, •P` A2 - 5.,-CURY C%U T T.y Y z B ...... CQ TYPE A2 --C--- UJRO,. C .2 9 Lt 'M H,VV K 2.3 + 4 1 12 -APH 1 B E"N.1) BAY T M R' WC eg B" �APER r Y P E `J%.2 B, LAYQU S-A M 77 tDE A A.- % .......... 5" SIDEWALK . .... . E-N BA Y ..... .. .. M -H. ...Vv 7.1 < K B ag, "'TAP E---R N CU U" . ..... .. ...... . ....... .... ....... + 34 :�%3 SAWCUT".. SAW-C . .. . ........... . . ........ . ......... R/W . .... .. 0 % -0 �x 6..... b • /TR R t X 33 + _Aoe, -1.01 1 . : I ` *' "' " / 2 O Ir , ... % C u I, -S'Avv T END TYPE B1 -6 % 'HW W 16 87.41 53-50" Rt % N. r ..... END TYPE IA2-0�ACURB 1 END TAPER U CP A f. 7 Z4 :5 1 CONFORM I 3 R t__ TR 2 2A +8 r • • 50.38 Rt M H W K" SIDEWALK LND:�' TY U, -,R S WC1 ITT7 ........ 20+75.00 END TYP -\A2�.6:�: 62 L*t `MHWK e0l -S_ D�E W A L K PN DE R D R A I N N' D E T I.0 ,�-f. S PTE SEE��i CONSTRUCT % /MHWK' 23+3 ID1, A N S.. -�8 + 8 7 43 4. A SEE STRUCTURE 5 o 4.97 Rt "MHWK' 16 1 1% D 54/ Rt u 7.� . 9 1% a 1% 0, 3 .92/ Rt MR\ 23+2 3% RU-C- ION TA L E C.U. -S-T 9 `1`0 E W ALK U-4 4 VHWK 13+90.00 Beg BAY TAPER 4'� 8 8 7 t 1 A-1'N -TYPE B1.7-6--& D.-E.R D R Beg �Bdd TAPER ... Be: TYPE A2-6 CURB 62, S. K A L'I'AA/ V END V, A -a, A. Be r)/ rTnFWAI K *.)' `1' -j- C:� - ' SAWC T ....... 12'' Dic 1 4C�� AS BUILT CONTRACT No. C.C.A. DATE R.E. NAME A.E. Signature f')7r"%__cu approval 0 of As-8u*lt nformation . % ........... R/W PTE Irr CROSSOVER".. 0 CONFORM S ID E W A L N DE R...D'R.,A 1 N,-;-%� 5 '�E � N��S ~�- ` •.0 I 0'•• D E L S •R t 'MHW 17 .26 Ic 10 C RV U E DATA CURVE RADIUS DELTA TANGENT LENGTH (A-) 2795028/ 009128 1 1 3.85' 7.69' 2548.09" 1 1025 / 57 1 255.06' 508.43/ i% 2754.97/ 7 0 2 3 " 5 7 11 178.14/ 355.78 2796.97/ 9 0 2 9 `00 1 1 232.00/ 462.95/ U C T U R E s E--E.. P L A N S 1 2507.09'1 1 1 0 26 /54111 251.31 500094 Revision: Date: Description: 1 (7/28/101 MODIFIED CURB & GUTTER, SIDEWALK, AND CALLOUTS File Name: Drawn: J. Fischer" Job No.: Engineer: J. Lemons Date: Checked by: I J. Stone Dui w: SCALE: 1 50' 1 0 WEST SIDE PARKWAY PHASE 1 (MOH4WK STREET EXTENSION) CITY OF BAKERSFIEL D., CAL IFORNIQ PUBLIC WORKS DEPARTMENT 0 Lij 0 LLj 5- �ff M N (\j Lij F- F- 0 1 CL LIJ <1 0 V) 4_ 4_ a) LLJ LIJ U) D A --END 1211 D a 14 01 ........ .. ......... ... .... .... . Irr CROSSOVER 7 Lt R X... --6 .3 64, 7.13 ......... -END B A Y "" %, E�-R 'T i% FORM F,R,--. "R K N T IVER BRIDGE A • L t2 T R X O� 3 MO H AWK........S T R E EJ- 10. A B: A T- U C T U R E s E--E.. P L A N S x A S WC T X. % % % .... . ..... . -A,... _T� S WC.0 1. C ........ 2 T,; 3_6 9 File Name: Drawn: J. Fischer" Job No.: Engineer: J. Lemons Date: Checked by: I J. Stone Dui w: SCALE: 1 50' 1 0 WEST SIDE PARKWAY PHASE 1 (MOH4WK STREET EXTENSION) CITY OF BAKERSFIEL D., CAL IFORNIQ PUBLIC WORKS DEPARTMENT 0 Lij 0 LLj 5- �ff M N (\j Lij F- F- 0 1 CL LIJ <1 0 V) 4_ 4_ a) LLJ LIJ U) D e;ov Is S I0 11 -� % 1.1 NOTES . . ' : : . . � � '- : : � �' w ,'� , : : . '- ", . . � : . - - z -A-f- 1 . SEE C .. . , . 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I - R t ,. , 2-+ 43 , H , 3 .� .� " � T AP`E R . . , . . .. Be. - ., ., Be ' I/ / ", ," � "' 6 C.,URB 2, TYF A .1.1 .1 / / I , , * , , . , I , , `1 5+50-24 .... I., - , -, E C,-- .. / / ", "".. I / . . . . . I MHWK 32+97-31 - Ill" • . . * I . . , . . :`` . .. .�.. .... ,., ` Diq----"'11Q..1�"Ir-r- CROSSOV.E`R * .,, , . ... .e 12 / � ." " ... ... ..., .,.' " '.� ... . .. ........ I . ....... '...,", ... .,8.21 " Rt "MHWK/ 33+5 . _.....- .1 .1 .. ... "' 5 2,i,/� 3 _.... .- . . . - , , '. . . , .. �., * 4 Id I - - Be 1 2 11 D,...Qt,,, I .� . Irr CROSSOVER � I , .� - - . - 8.1*'--,,9 \ - � - e ":*,"... , "I "I I 1. ", * , " * ., g - " :-� ".., , . I., e -1. . I .1 ,_%' " . I 1, . I ...� /.,-/ 'I, , '._...., I-. `1 �i::�._....,_ , . .1 / � .. ,.::�.... " .1 �A-' - I - I . % .,.... "' , .,. � .... " R , ..,.,. ", ".. I -..--., " R 'K�,-, - 3 4"-+, 2.7 811 �., ,'�,. "I ,. 'WH` . I .. '...... I � . . a I .." ., " � . . . . . . ,- N I . 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I'll / I ". . ..., "..." * .. , . 11x-___, ."'... / '-%,....,,,1':/ ....' ..,. ...., I I/ -C %. �*` " " I 771.:�** , ** I - �� . � I ,:..111 �- - ... " .1 - .2 ... ..'� � . . +71 434 / , 8 . 1 _...'_ - . X,0. " .... , I I... . , . ...,...',.:.'1,.. ;. -8,*,,a Z 57, � " " " " " 'ID t : It 1 4 •. . � - - 5`1 .. �� 4*---5----.-5._'4`6 ' . .` E v / N 11, 1,_%:, - X� . " / .1, % *�... . . , , - , / ... 0.0 , , / .,. .." .�, I * . , : . -/..'%. , , I , I ...'. ...", '.. / .., " I, .. - ... � . I . . , '. .� P 0 T, %., 1*41 � .0-..,q ..., .. 0 . /I . , / / /W" / �11 / / . ,., .. .. / ".. .-..-.........-,�"..,-.......,"...,�..- ..... I., 2 05/07/10 MODIFIED STRUCTURAL SECTIONS ON 'CARS', 1CARN1 ", "CARN2/ LINES, CHANGED MEDIAN CURB & STRUCTURAL SECTION 1 5/29/09 MODIFIED CROSS VALLEY CANAL NORTH AND SOUTH ACCESS ROADS, CALLOUTS, AND CURVE DATA File Name: Drawn: ... \1611ea02_rev2.dgn J. Fischer Job No.: Engineer: 1611 J. Lemons Date: Checked by: 612112012 J. Gray _ . � / 1w . I . , : . I , . , , . , . , .. / . I I .----;�' + " 1-,2..-" :. .1 ...."'".. . . I * ; * * , - , , ". - ....".. - - .-,-.... . "'. * * I. . , .1 I � � ::,. �� . I I e;Rpv IS S JO W. 4 e 11 Q-1) rri No.CG6224 = * Exp. 6/30/10 * (_p 11 /11 ti CIM OF CAS 1� 11 ____ ---------- � - - REGISTERED CIVIL ENGINEER Pre p <-5 r- �; 6 f CD r -. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r- � P C-5 r- cad b y -0 ' DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 =1 � TOTAL i I SHEETS =M � NT R CE E SIN E C RV U E DATA - CURVE RADIUS DELTA TANGENT LENGTH -0 2750.00/ 26 0 09 " 58 1 1 639009/ 1255089 / Q 1 500000' 3° 52'32" 50.75" 101.46 / (D 2000001 16 °46'17" 29.4 8 " 580541 , a 650000' 440 56'55" 268090' 509093' - a a a . ,I -_ - (9 1 400-OO/ 3101 3`1 If I 11 i 075 1 1 217.94 / - I TYPE B1 -6 CURB /'..." ��'......-.�.*_%% . I , I -A �& .01- ...'...'.., -11 , * P , *_j 11 II,p 5z " Lt 1 M H W K ' 35 +18019 ND BAY TAPER I , I ..... :::: ...... %1 ..... ,. :':\ .,V'.. , - � . % .% , , ... % , MHWK 35 +68.23 ..... , .1. I ' I r 1 2'' D"a 1 1 O' . ossov / "'.......,....., ... �. ...:���:`% ....:-�...::: ..�..-.......... ,.%. I,% % -, .. ...'.�'* 69044" ''... I ',.-:�.% / 11 N45 46 51 E , , .. ... . . � � � POT 12+87.38 . '.%. ...,.. .. i ... - .... ... , %. -.,., .., `� ..., ... ., - " --) . - ...'........'.... . .... . ..,_.... ... � . �� C , ....>. .. / , / .., - .. %. � .. '...:... V., " , . .." ...:.... �4 %,p - ... ,.."., ....-..... �, - - I.."... _ _% .. ......-, * * * , .. .. ... - - I - .. ` .. \ .. _ .� - I - Z__ -57 *- , - , ...... `.`- ..% ...... I , . . - - . I _ " I . � . . , ". , � ....::%�,�'. .. %.% I.... - ,�� .,.� ,"... ..,., , . ,.. .... .... .... . .. . � . %.... , , . .., .... � . . . .. . . � _.- %......, - .. �S..... . .. .. .:� -, .. . . ...... . . _,�_ I I �., . ,....,-........"..." - . , '- ." SCALE° WESTSIDE PARKWAY PHASE 1 (MDH4WK STREET EXTENSION) CITY OF BAKERSFIEL D CALIFORNIA PUBLIC WORKS DEPARTMENT , , 2: < cc cr 01 (\ 6. a- I I LL C - a- 1-1- 2: pl- �_ Aq, s C\ 11-1 - C\1 r1c M r^ If M W F_ 0 1 a- W < 171 (n 4- 4- N W ) � NT R CE E SIN E C RV U E DATA - CURVE RADIUS DELTA TANGENT LENGTH -0 2750.00/ 26 0 09 " 58 1 1 639009/ 1255089 / Q 1 500000' 3° 52'32" 50.75" 101.46 / (D 2000001 16 °46'17" 29.4 8 " 580541 , a 650000' 440 56'55" 268090' 509093' - a a a . ,I -_ - (9 1 400-OO/ 3101 3`1 If I 11 i 075 1 1 217.94 / - I TYPE B1 -6 CURB /'..." ��'......-.�.*_%% . I , I -A �& .01- ...'...'.., -11 , * P , *_j 11 II,p 5z " Lt 1 M H W K ' 35 +18019 ND BAY TAPER I , I ..... :::: ...... %1 ..... ,. :':\ .,V'.. , - � . % .% , , ... % , MHWK 35 +68.23 ..... , .1. I ' I r 1 2'' D"a 1 1 O' . ossov / "'.......,....., ... �. ...:���:`% ....:-�...::: ..�..-.......... ,.%. I,% % -, .. ...'.�'* 69044" ''... I ',.-:�.% / 11 N45 46 51 E , , .. ... . . � � � POT 12+87.38 . '.%. ...,.. .. i ... - .... ... , %. -.,., .., `� ..., ... ., - " --) . - ...'........'.... . .... . ..,_.... ... � . �� C , ....>. .. / , / .., - .. %. � .. '...:... V., " , . .." ...:.... �4 %,p - ... ,.."., ....-..... �, - - I.."... _ _% .. ......-, * * * , .. .. ... - - I - .. ` .. \ .. _ .� - I - Z__ -57 *- , - , ...... `.`- ..% ...... I , . . - - . I _ " I . � . . , ". , � ....::%�,�'. .. %.% I.... - ,�� .,.� ,"... ..,., , . ,.. .... .... .... . .. . � . %.... , , . .., .... � . . . .. . . � _.- %......, - .. �S..... . .. .. .:� -, .. . . ...... . . _,�_ I I �., . ,....,-........"..." - . , '- ." SCALE° WESTSIDE PARKWAY PHASE 1 (MDH4WK STREET EXTENSION) CITY OF BAKERSFIEL D CALIFORNIA PUBLIC WORKS DEPARTMENT , , 2: < cc cr 01 (\ 6. a- I I LL C - a- 1-1- 2: pl- �_ Aq, s C\ 11-1 - C\1 r1c M r^ If M W F_ 0 1 a- W < 171 (n 4- 4- N W ) TYPE B1 -6 CURB /'..." ��'......-.�.*_%% . I , I -A �& .01- ...'...'.., -11 , * P , *_j 11 II,p 5z " Lt 1 M H W K ' 35 +18019 ND BAY TAPER I , I ..... :::: ...... %1 ..... ,. :':\ .,V'.. , - � . % .% , , ... % , MHWK 35 +68.23 ..... , .1. I ' I r 1 2'' D"a 1 1 O' . ossov / "'.......,....., ... �. ...:���:`% ....:-�...::: ..�..-.......... ,.%. I,% % -, .. ...'.�'* 69044" ''... I ',.-:�.% / 11 N45 46 51 E , , .. ... . . � � � POT 12+87.38 . '.%. ...,.. .. i ... - .... ... , %. -.,., .., `� ..., ... ., - " --) . - ...'........'.... . .... . ..,_.... ... � . �� C , ....>. .. / , / .., - .. %. � .. '...:... V., " , . .." ...:.... �4 %,p - ... ,.."., ....-..... �, - - I.."... _ _% .. ......-, * * * , .. .. ... - - I - .. ` .. \ .. _ .� - I - Z__ -57 *- , - , ...... `.`- ..% ...... I , . . - - . I _ " I . � . . , ". , � ....::%�,�'. .. %.% I.... - ,�� .,.� ,"... ..,., , . ,.. .... .... .... . .. . � . %.... , , . .., .... � . . . .. . . � _.- %......, - .. �S..... . .. .. .:� -, .. . . ...... . . _,�_ I I �., . ,....,-........"..." - . , '- ." SCALE° WESTSIDE PARKWAY PHASE 1 (MDH4WK STREET EXTENSION) CITY OF BAKERSFIEL D CALIFORNIA PUBLIC WORKS DEPARTMENT , , 2: < cc cr 01 (\ 6. a- I I LL C - a- 1-1- 2: pl- �_ Aq, s C\ 11-1 - C\1 r1c M r^ If M W F_ 0 1 a- W < 171 (n 4- 4- N W ) NO 1 SEE STRUCTION DETAIL SHEETS FOR DETAILS NOT SHOWN 20 FOR CO TE RIGHT OF WAY AND ACCURATE ACCESS DATA NOT EE S TR UCTI ON FOR NR TE RIGHT & CO % SEE T X WAY EE RIGHT WAY RECORD MAPS AT CITY OFFICE ' .393.59' Lt "MHWK" 37 +:_1 19 --L-6 FENCE CENTERLINE CURVE DATA 5 0 2 8 0 3 140217/08 "0 IMA AL I/ D /IAI 395.15" Lt "MHWK" 37+99.00 CL-6 FENCE .............. 4 R t "MHK2*' 450+93.84 : .. . .... TYPE -6 CURB T Y P E E H M A D-.1X-E • /P 0 450 + 9 3. 8 4 4 4 Rt /MH\K + 56"C' --I .'r x . . . ........... ......... ... ........ ... ... E ........ .................... Be g TYPE E HMA T2-ii-7�ro- ............ .. ........ . ... . . ........ ............ .... ...... ... ....... .. ...... ........ N9 5 5 "0'' E ...... ... ............ 24 Rt "MHK2" 450+04.37 44" Rt "MHK3" 459+06.49, .... ...... ....... Beg TYPE A.2 B. ...... ............. .......... ................ ..... ........... ........... ....... .................. ...... E-ND:'::':: T P:E------"F ....... HMA b"I"KE, ...... .../..E.-.N.D ..... ..T.Y.PE.--.--E-. . ...... ........... ........................ ......... SEE Const P-E--T*'A'IL SHEET C-31 . . ............ ........ ........ ..... . . . . ....... ......................... . ...... .. .... 24 CL - 6 G-A-7E., .. .... .. ............... ... ................ ...... ... . ... ....... . ..... T A I L S H E E T C - 3 1 ... ....... . ................ ...... ............ . .......... . ...................... ........... ...... 38' Lt 'MHWK .4 21 01 4.-----POTS ........ ....... ... / HM K 4 04.3 P T.,* , .......... ........... .. -EMOVE .--B A S E "F'A*C`1'Nt 1 79.91 Lt "MHWK" M H W-X 1+13.39 .......... TYPE B2-4 CURB: /38+05.36 1 2 D 1; 12.0 rr tRO$150VER 4 `1 +3 L t "M W H K` CL-6 FENCE 44 9,5 4.",, Rt "MHK4" 462+4:0:21.:: 0.65 END TYPE A2-2 ;CURB,' /E.ND.`-',*TYPF A2 -6 CURB + 43" Rt ":MW.HK 41+50.12 POT 4'6 2 4 0. 21 X- -ro 2 + 40 23' Lt H K 4--_4 21 END TYPE A2-6 CURB TYPE A2-6 CURB Bea TYPE E ;�HMA D I KE� SHEET TOTAL No. SHEETS 3S 4 J04q 1/ 19 397 4N, L4j No. C66224 Exp. 6/30/10 J> CIVIL OF CA� 09/05/08 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE P r C-- P c--:) [-- � 6 f' C) r -. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre P � r L-- c b �A -0 FDOKKEN ENOINEERINO 5675 RUFF IN ROAD,SUITE 250 SAN DIEGO, CALIFORNIA 92123 23" Lt 'MHK4' 463+24086 B TYPE A2-6 CURB D TYPE E HMA DIKE SEE Const" Q E --T-Alt ...S--H,-E-E--T ...... C- 31 4-• a 63-1." Lt '' WHW K 46+87.07 POT= M H'•K 4 3+ 2 9'6"' P O.T. ........... ........ R /.YV .... .......... .......... 43 Lt *MHWK" 44+38.08 44 A 5 + 4 9. 9 4 178.25 Lt MHWK' 37+01 .6 ........ .921 Lt,-'* "MHWK" CL-6 FENCE B e TYPE B2-. 01.11, 56.4 �"CURB E N D A C U POT 45 9 TYPE B,2 B%e TYPE A2•1 2 B W 2.: �Lt 'MH % 44+5 'MHWK' -A, 5 9 + 0 6. 4 9 4 4 6. 2 1 43/ L t M'Hi.- K'3" K, ........ F "'B"l - 6 -C 12 Dec 80 TYPE \ \ \Beg /60 TAPER U I 1 9 --j I I k-) k.0 I %j I L- .1 t M 1 14 K 4 LAW I -Iqqbb I ... .. ...... t TYPE CURB V) =5 56.81 Rt .... :MHWK' AA+2 V % MHK2 IN IN 2�4 Rt L t" "MHWK" 48+00.1 "C 450+77.14 L INE 8 4 8' 7 N4H W K 46+1 7.0 ANGL 40 LIJ M 9 V g TAPE H' E HVII, .,.,ANGLE POINT LJj Be HWK 27 OA LINE 01 V) 17.7 3 N 0 0 5 5 "0'' E "MHWK 38+27.70 POT= .8 R t M 0 H A W S T R E E T 08.27 7 7 459+45081 POT A "M H K 1 i MOH TREE OVERCROSSING 5 10''E Rq. S. 'E,%W..A L 6 SID 460 TRUCTURE PLANS MHK 6 5--.... E MHK1 / RA < 'op: 5 C0 LINE U 2 CL-,6 GATE 4 < 'MHWK*' SIDEWALK 141 .02" Rt 110, -.6 48 => 6 /4 2+09-03: 12 15 SIDEWALK CL-6 FENCE O.k 6 0 11r- ' N9 55 ID� 6 ................ 5 Ga-81 EC 7'1,, .+ 59" Rt "M:HWK" 43+96.63 BC 460+65.81 CL -6 FENCE 43" Rt 'MHWK" 37+25003 4' Lt "MHK1 460+78.87/ M.H-W K 42+13.36 4 Rt MHK5" 471+15.2 �j 5 9 '0 2 R t 7 &q ANGLE POINT R/W ' Beg TYPE A2-6 CURB. Beg TYPE A2-6 CURB CL -6 :, F ENCE' S 8 9 0 5 0 E 'MHWK 37+77.65 POT- -- ' L+ .-MHWK" 44+53.30 24' Lt "MHK5' 471+15.22 ' 21, R MHK1 460+78. - P 0 T 460+99.21 MHK3 459+79.49 POT L L I T� t AZ- b Be TAPER END TYPE A26 CURB M H-K 6 460-x:99 ........... .... Be g TYPE E HMA DIKE .. ,... 2 1 -%-.B'e g TYPE P E E DIKE :Rt 6 0 1 .HWK' 44+53.30 Beg TAPER 12 % ...... Cl 241 Lt *MHK5" 471+00.00 D -6 CURB A2 r CROSSOVER END TYPE E HMA Dl"K'E -' • 88.93" R t, H.W K 4 1 + 9...., .1 1 'R--t "'MRK 1 461• ±28087 ... -1, -4 1 -0 POC CL-6 FENCE E N D 'T-Y P E-•,-,,,..E HMA D I E HWK 48+ 44+12.50 /MHK 12, "'1 r' E R 4-41 R.,,t M-H W K 5" 411+00.00 1 `--2 C + 2 8.r, 18 CL-6 FENCE 12" Dic 401 Ir-r CR0.5SOVER " I M • :5--**5 3 "MHWK' 47+0 - 6 HWK" 44+57.58 7' Lt :;TYPE A2-6 CURB *'M-f4..K 1 461 .8 END TAPER 12'' Dia 40" 1r--r CROSSOVER - R/W 7 0-6 . 7" Rt " MHWK / t.31 '2/ Lt /MWH K /MHWK" 44+75.87 '4.1`x.,4 0.16 ..... . END TAPER END TYPE B1-6 CURB APPROACH SLAB 12'' D i c 120' Irr CROSSOVER 48/ Rt /MHWK/4 1 7+05.90 SEE STRUCTURE PLANS 39.09" Rt *"MHWK" 45+08.18 POT= END TAPER MBGR,/'-�� `11� *MHK5" 472+59.14 POT Revision: Date. Descriotion: rT[--'L lZb LAYOUT 2" Rt "MWHK" 41+41 .05 END TYPE B1-6 CURB File Nome: ... \1611ea03.d_qn Job No.: D a te 91812008 r, 0 w M: J. F1 scher Engineer: J. Lemons Checked by: J. Gray w ........... U 6" SIQEWALK F R/W k.E. Signature f6'774-Thal approval of As-Buft Onformat* L-3 a SCALE" 1 50 WESTSIDE PARKWAY PHASE 1 (MOH4WK STREET EXTENSIDN) CITY OF BAKERSFIEL D. CAL IFORNIQ PUBLIC WORKS DEPARTMENT Uj -0 i. Uj Uj (n D I NOTES 10 SEE CONSTRUCTION DETAIL SHEETS FOR DETAILS NOT SHOWN 20 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT CITY OFFICE 178.25" Lt "MHWK' 37+01.68 CL -6 FENCE TYPE A2 -6 CURB 'MHWK' 37 +77065 POT= "MH K 3" 459+73.66 POT 'MHWK' 38 +09063 POT= 'MHK2" 450 +29034 POT 7 Lt "MHWK' 38 +5801 3 Beg TAPER 5' R t... 'M'H 46° Rt 'M Revision: Date: Description: I CENTERLINE CURVE DATA �Mmlt 90000-'00 2 05/07/10 ADDED TAPERS ON 'MHWK' LINE, ADDED KCWA DRIVEWAY, CHANGED MEDIAN CURB & STRUCTURAL SECTION 1 5/29/09 DELETED RAMP 1, MODIFIED RAMP 2, ADJUSTED CURB MH K 5' 472+59.14 POT File Nome: ... \1611ea03- rev2odgn Job No.: 1611 Date: 612112012 Drawn: J. F1 scher Engineer: Jo Lemons Checked by: Jo Fray ,Cy F sFF Sys FT r C'9 1 =! -�!TJ oQ�pfESSJpy9l W. No. C66224 * Exp.6/30/10 s�9T CIVIC �� ~Q F OF C A ` XF REGISTERED CIVIL ENGINEER !' No 0: PLANS APPROVAL DATE Preparcrd f'©ro CITY OF BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepar -- te6 bye DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 23° Lt 'MHK4 463 +24.86 Beg TYPE A2 -6 CURB END TYPE E HMA DIKE SEE Const.. QE:-T..A.I'L .5:# E .T ... ...C- 31 1 5- N Cr 0 W 0 5- In W ES T SI DE P4 RK W 4 Y PH4 SE 1 (MOH4 W K STREET EXTENSION) LID CITY OF B4KERSFIEL D .9 CALIFORNIA LIJ rr PUBLIC WORKS DEPARTMENT Lij TOTAL SHEETS !' No 0: PLANS APPROVAL DATE Preparcrd f'©ro CITY OF BAKERSFIEL_D 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepar -- te6 bye DOKKEN ENGINEERING 5675 RUFFIN ROAD, SUITE 250 SAN DIEGO, CALIFORNIA 92123 23° Lt 'MHK4 463 +24.86 Beg TYPE A2 -6 CURB END TYPE E HMA DIKE SEE Const.. QE:-T..A.I'L .5:# E .T ... ...C- 31 1 5- N Cr 0 W 0 5- In W ES T SI DE P4 RK W 4 Y PH4 SE 1 (MOH4 W K STREET EXTENSION) LID CITY OF B4KERSFIEL D .9 CALIFORNIA LIJ rr PUBLIC WORKS DEPARTMENT Lij 247.89' Lt "MHWK' 59+30.91 NOTES � END CL -6 FENCE MATCH EXISTING FENCE 1 . SEE CONSTRUCT ION 58.89' Lt 'MHWK' 59+31 .1 0 DATA, 20 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS CL -6 FENCE SEE RIGHT OF WAY RECORD APS AT CITY OFFICE MOHAWK STREET OVERHEAD SEE STRUCTURE PANS CENTERLINE CU E AT ® A ' 5" Lt "MHWK" 59+1 9.70 CURVE RADIUS Q DELTA TA NT LENGTH I -, N END TAPER I (B - 480.00" . 69032/23 11 33.2 SEE STRUCTURE PLANS 46-56" Lt "MWHK" 58+90.67 END TYPE A2 -6 CURB 1 5.551 Lt 'MWHK' 58+90.70 END TYPE B1 -6 CURB .. \ - .. 48' Lt "MHWK" 58+15048 * � , Beg TAPE - \., :1 :!:::"' .'.. ; ,�-' .... I : . : ' � 7" Lt ,*'MHWK" 58+14.70...'.....'...."".""'�--,-,."*.",...�I.I..'�....."..�".,...-.,.."." - : I � - * : ��,: I.." I . . � ...".-, � 11 : ..": ..,' " " . - . : - . Lt " : ..�.� ', z - .: . 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