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HomeMy WebLinkAbout12.5-178 AsBuilts Part BBegin Antietam Dryatack tt5 H ® 12 Front face Sol . oltl!r Pile Wall Texture Shear 93301 P ry pored by: of wall AL—•, #5 #5Timber p�a Stud, TYP RW LOL immmo aiem.rm� vxwnm nANCMO COROOV A, C4 956:0 Lagging II SW #B a• K. Nel-m o II M.Chst.m.e Maty mrstanen ,sr1lu Enclnrm SW I si.. w ..... 0rso. M.CM1rlst,nobu WE raw PARKWAY - PHASE 6C - C/TY OF BAKERSF/ELD, CAL/FORN/A _ Wall Cap 111/lid bola in Soldier � II n -Ir, I' II I Bottom of ^ -1 Retaining II II I Wall cop II I In II nl I II I Ip II nl I II I P' III °I 101111°I 1I II 4.;1 III I_ III X111 Shear Stud, Typ 1 III In 111 n1 1111 1 In 1111 o1 Antietam Drystock a'`A" G -1111 C IDH Pile 1 1 11I' II 01 Bottom of III 0 Retaining Y.11 —/ III �I II I I II I I I I II II I Texture (Front £ace) I I I I y I Soltlier Pile I N I m 2" Clr ` I — — #5012 45 #8 (Tot 2) / (Tot 2) CL Pile R/W Exp J+ 2'-0' #511 1'-0" A12 A Varies 8'-C Max DETAIL Soltl ier Pile n R/W/ 1 Soldier Pile ft I P�poOfor: tt5 H ® 12 OFF 6AKER5FIELD 1501 RII STUNAVENUE 15 T BAKERSFIELO CALIFOFNIA 93301 P ry pored by: 0 AL—•, TRC ,0680 WHITE ROCK ROAD SUITE 100 immmo aiem.rm� vxwnm nANCMO COROOV A, C4 956:0 SW RW with SW RW LOLL R/W ll 2._5 PARTIAL PLAN OG RSP Sound Wall Exp Jt 915-5. Approx OG Sound Wall Shear Stud, Typ Tap of Pile Cap Exp Jt BO -13 13-2 iR Tum L.g�� Soldier Pile Typ AS BUILT °°' TY CONTRACT Noj,-)� C.C.A. DATE 4 /3--20/-s' R.E. NAME li7.Z • 1 SE R.E. 5ignature or Oal approval NO of As -Built information III q x 12 Timber 1 a9ging, TYp 11 Soltlier Pile TION A -A r Detail 1 and Section B -B, see - staining Wall Details No. 3" sheet. tt5 H ® 12 NJ between Soldier Piles B 0 - 00 - The Contractor shall Verify all controlling field gCP-[:: #5 (Tat 8) II RETAINING WALL NO. 166 #B a• K. Nel-m o II M.Chst.m.e Maty mrstanen ,sr1lu Enclnrm Re alnin g Cont drill si.. w ..... 0rso. M.CM1rlst,nobu WE raw PARKWAY - PHASE 6C - C/TY OF BAKERSF/ELD, CAL/FORN/A _ Wall Cap 111/lid bola in Soldier C.Plnk-to II n -Ir, I' II I Bottom of ^ -1 Retaining II II I Wall cop II I In II nl I II I Ip II nl I II I P' III °I 101111°I 1I II 4.;1 III I_ III X111 Shear Stud, Typ 1 III In 111 n1 1111 1 In 1111 o1 Antietam Drystock a'`A" G -1111 C IDH Pile 1 1 11I' II 01 Bottom of III 0 Retaining Y.11 —/ III �I II I I II I I I I II II I Texture (Front £ace) I I I I y I Soltlier Pile I N I Tum L.g�� Soldier Pile Typ AS BUILT °°' TY CONTRACT Noj,-)� C.C.A. DATE 4 /3--20/-s' R.E. NAME li7.Z • 1 SE R.E. 5ignature or Oal approval NO of As -Built information III q x 12 Timber 1 a9ging, TYp 11 Soltlier Pile TION A -A r Detail 1 and Section B -B, see - staining Wall Details No. 3" sheet. tt5 H ® 12 between Soldier Piles - 0 - The Contractor shall Verify all controlling field #5 (Tat 8) II RETAINING WALL NO. 166 #B a• K. Nel-m o II M.Chst.m.e Maty mrstanen ,sr1lu Enclnrm Re alnin g Cont drill si.. w ..... 0rso. M.CM1rlst,nobu WE raw PARKWAY - PHASE 6C - C/TY OF BAKERSF/ELD, CAL/FORN/A _ Wall Cap 111/lid bola in Soldier C.Plnk-to II Pile Web (Tot 2 CITY OF BAKERSF/ELD PUBL/C WORKS DEPARTMENT #5 A<9 ,.,r, Antietam Drystock a'`A" G II III FG Texture (Front £ace) m 2" Clr p #5012 Tum L.g�� Soldier Pile Typ AS BUILT °°' TY CONTRACT Noj,-)� C.C.A. DATE 4 /3--20/-s' R.E. NAME li7.Z • 1 SE R.E. 5ignature or Oal approval NO of As -Built information III q x 12 Timber 1 a9ging, TYp 11 Soltlier Pile TION A -A r Detail 1 and Section B -B, see - staining Wall Details No. 3" sheet. -------------------- _-----12.5-97B__J PARTIAL ELEVATION - NOTE: - The Contractor shall Verify all controlling field -- dimensions before ordering or fabricating any material. RETAINING WALL NO. 166 a• K. Nel-m M.Chst.m.e Maty mrstanen ,sr1lu Enclnrm S�OE-°0205E ' RETAINING WALL DETAILS NO. 2 si.. w ..... 0rso. M.CM1rlst,nobu WE raw PARKWAY - PHASE 6C - C/TY OF BAKERSF/ELD, CAL/FORN/A _ sE C.Plnk-to o M.CM1rlstensen CITY OF BAKERSF/ELD PUBL/C WORKS DEPARTMENT ,.,r, a'`A" G -------------------- _-----12.5-97B__J '/a"0 x 8" e5 (To+ 91 Shear Stud e 9, TYP 2' TyI RW L0 imber Lagging, TYP Soldier Pile fP Soldier Pile DETAIL 1 (Shown Below Cap) Place Timber Lagging after removal of lean concrete Drilled hole filled with lean concrete LEAN CONCRETE REMOVAL DETAIL No Scale LEGEND Indicates Lean Concrete Removal 0 RW Cap Indicates Lean Concrete Removal 0 Timber Lagging and Concrete Fascia NOTE: The Contractor sholl verify all controlling field dimensions before ordering or fabricating any material. RW LOL = front face PI face of block 0 00 00 00 00❑ RSP Exp Jt B15-4 f+e AT SOUND WALL RW LOLJ — SRW LOL s� _� u5t a 1z Soldier a5 Pile #5 AT CONCRETE CAP P poral for: OF 6AKERSFIELO AS BUILT 5 T �V TRUE 1 1501 a. K. 'es'" SFIELD ALJFOR BAKERSFIELD CALIFORNIA 93301 P ra pored by: R.E. Sig f final approval A --CM TRC !LW/�� 10e90 WHITE ROCK ROAD U ITE 100 Tswmm.minw— xnv_ RANCHO CORDOVA, CA 95670 Face of RW tt5 O 12__4�� -- u5 m 9 tt5 0 9 .., ,.. i ! / Front Face �LJ�� of bL' Jlock r—� `—y RW LOL/ Y R `NTLI OO OI I. tt5 % 12 JTimber SW� ` Fxn it I - Lagging, Typ SW RW With SW AT CONCRETE FASCIA CORNER DETAILS SECTION B -B IS AS BUILT CONTRACT Nl f 9 A,)' 6 C C.C.A. DATE '/3--O/S' R.E. NAME -6" a. K. 'es'" o µcrrlsteoeen N.,k Cbrlsrensen LY) RETAIN/NG WALL DETAILS NO. 3 R.E. Sig f final approval of As -Built information 50E-0012 Face of RW tt5 O 12__4�� -- u5 m 9 tt5 0 9 .., ,.. i ! / Front Face �LJ�� of bL' Jlock r—� `—y RW LOL/ Y R `NTLI OO OI I. tt5 % 12 JTimber SW� ` Fxn it I - Lagging, Typ SW RW With SW AT CONCRETE FASCIA CORNER DETAILS SECTION B -B IS ------------------12.5-178 -J I RETAIN/NG WALL NO. 166 - a. K. 'es'" o µcrrlsteoeen N.,k Cbrlsrensen RETAIN/NG WALL DETAILS NO. 3 50E-0012 + c. lmbsen M.CLmm IKHe P OJE c7 FNCIxE[H �z M25, NESTS/DE PARKWAY - PRASE 60 - C/TY OF BAKERSFIELD, CAL/FORN/A -INT IT IES,. C. Plnkerton R. a,rlstuWwn CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT ------------------12.5-178 -J I POORLY GRADED SAND (SP) - brown, moist, medium dense, fine to coarse grained SANDY SILT (ML) - brown, moist, medium stiff POORLY GRADED SAND (SP) - Light brown, moist, medium dense to very dense, fine to coarse grained __ — __— _--- ..__ I II'IN. l74 1 I I Ro ./ iQiao....-., 06/01/12 6 7 "A" LINE (WISP) 6EEELFEC 2alr-a9 165 ` _ _ _ Preporcd foc 1501 IRLJXTLJN AVENUE __ — CITY OF E3AKEf25FIEL� _ — BAKERSFIEL9 CALIFORNIA 93301 SW -10-- Pre _ __—_- -� SWB" LINE - .11U. END RW No. 166 SEGIN RW No. 166Rt "A" 167+24.31 108.16' R1 A7 166+0Z]3 SWa" Rt A"D "swan 17+70.00 PLAN I' = 40' i%�• 7� -. . I ,information POORLY GRADED SAND (SP) - light brown, moist, medium dense, flne to medium grained SANDY SILT (ML) - light brown, moist, nedlum dense, fine grained sand SILTY SAND (SM) - red brown, moist, medium dense, fine to nedlum grained POORLY GRADED SAND (SP) - Light tan, moist, nedluo dense, fine to nedlum grained TREET ,A5111.1 Devotion (ft) 370 — 360 — 350 340 — 330 320 310 300 295 290 - S s.s _ NOTES, 1. B.M. 'D 991' SET -1965 Elev 349.77 157+00 2'-i pE e4 � NGS Brass Disk _ e 0 .e N 2328014 I IV 9 e r B s E 6209600 E " u a e as § Located at the Intersection of State A. . }_ 360 �oo000 o : Highway 5B at Heath Road. J p `b? k =`,M _ g % fy 300 -- 350 2. Groundwater was encountered within dy s„ r g g 0 290 the depths of explorotlon as shown s �< 3F _\L. S, 1—IRI at Elev. eau h°t. J®®��®J.• on the boring logs. 280 E0.1�1BY. E: e - 3 € 46®4 3. Hammer type -Automatic safety _ ii %!:( F hammer with n 140 lb weight dropping 1' 9=? 30 Inches. 'M NEVA POPENOE LOG OF TEST BOR/NG5 e `d4F ae�° CARL DAMS Mah pat-06/05/07oAvlD :see POORLY GRADED SAND (SP) - brown, moist, medium dense, fine to coarse grained SANDY SILT (ML) - brown, moist, medium stiff POORLY GRADED SAND (SP) - Light brown, moist, medium dense to very dense, fine to coarse grained __ — __— _--- ..__ I II'IN. l74 1 I I Ro ./ iQiao....-., 06/01/12 6 7 "A" LINE (WISP) 6EEELFEC 2alr-a9 165 ` _ _ _ Preporcd foc 1501 IRLJXTLJN AVENUE __ — CITY OF E3AKEf25FIEL� _ — BAKERSFIEL9 CALIFORNIA 93301 SW -10-- Pre _ __—_- -� SWB" LINE - .11U. END RW No. 166 SEGIN RW No. 166Rt "A" 167+24.31 108.16' R1 A7 166+0Z]3 SWa" Rt A"D "swan 17+70.00 PLAN I' = 40' i%�• 7� -. . I ,information POORLY GRADED SAND (SP) - light brown, moist, medium dense, flne to medium grained SANDY SILT (ML) - light brown, moist, nedlum dense, fine grained sand SILTY SAND (SM) - red brown, moist, medium dense, fine to nedlum grained POORLY GRADED SAND (SP) - Light tan, moist, nedluo dense, fine to nedlum grained TREET ,A5111.1 Devotion (ft) 370 — 360 — 350 340 — 330 320 310 300 295 290 S s.s _ N EF 156+00 157+00 291.50 Elevotlon - � 164+00 165+00 166+00 167+00 168+00 F' (ft) 370 �s B s E " u a e as § 'A' -Line of Westside A. . }_ 360 �oo000 o : G 303 J p `b? k =`,M _ g % v 1 > 300 350 { dy s„ r g g 0 290 340 Lg s �< 3F _\L. S, 1—IRI POORLY GRADED SAND (SP) - brown, moist, medium dense, fine to coarse grained SANDY SILT (ML) - brown, moist, medium stiff POORLY GRADED SAND (SP) - Light brown, moist, medium dense to very dense, fine to coarse grained __ — __— _--- ..__ I II'IN. l74 1 I I Ro ./ iQiao....-., 06/01/12 6 7 "A" LINE (WISP) 6EEELFEC 2alr-a9 165 ` _ _ _ Preporcd foc 1501 IRLJXTLJN AVENUE __ — CITY OF E3AKEf25FIEL� _ — BAKERSFIEL9 CALIFORNIA 93301 SW -10-- Pre _ __—_- -� SWB" LINE - .11U. END RW No. 166 SEGIN RW No. 166Rt "A" 167+24.31 108.16' R1 A7 166+0Z]3 SWa" Rt A"D "swan 17+70.00 PLAN I' = 40' i%�• 7� -. . I ,information POORLY GRADED SAND (SP) - light brown, moist, medium dense, flne to medium grained SANDY SILT (ML) - light brown, moist, nedlum dense, fine grained sand SILTY SAND (SM) - red brown, moist, medium dense, fine to nedlum grained POORLY GRADED SAND (SP) - Light tan, moist, nedluo dense, fine to nedlum grained TREET ,A5111.1 Devotion (ft) 370 — 360 — 350 340 — 330 320 310 300 295 290 S s.s _ = 156+00 157+00 291.50 �. - 330 164+00 165+00 166+00 167+00 168+00 �s 320 E " u a e as 391.50 'A' -Line of Westside A. �oo000 310 351.5 G 303 J p h e _ g % v 1 > 300 ^� p P9 12 M 19 E® dy s„ r g g 0 290 06]0/0] s �< 3F n 1—IRI at Elev. eau h°t. J®®��®J.• RETA/N/NCR WALL NO. 166 280 E0.1�1BY. 1E POORLY GRADED SAND (SP) - brown, moist, medium dense, fine to coarse grained SANDY SILT (ML) - brown, moist, medium stiff POORLY GRADED SAND (SP) - Light brown, moist, medium dense to very dense, fine to coarse grained __ — __— _--- ..__ I II'IN. l74 1 I I Ro ./ iQiao....-., 06/01/12 6 7 "A" LINE (WISP) 6EEELFEC 2alr-a9 165 ` _ _ _ Preporcd foc 1501 IRLJXTLJN AVENUE __ — CITY OF E3AKEf25FIEL� _ — BAKERSFIEL9 CALIFORNIA 93301 SW -10-- Pre _ __—_- -� SWB" LINE - .11U. END RW No. 166 SEGIN RW No. 166Rt "A" 167+24.31 108.16' R1 A7 166+0Z]3 SWa" Rt A"D "swan 17+70.00 PLAN I' = 40' i%�• 7� -. . I ,information POORLY GRADED SAND (SP) - light brown, moist, medium dense, flne to medium grained SANDY SILT (ML) - light brown, moist, nedlum dense, fine grained sand SILTY SAND (SM) - red brown, moist, medium dense, fine to nedlum grained POORLY GRADED SAND (SP) - Light tan, moist, nedluo dense, fine to nedlum grained TREET ,A5111.1 Devotion (ft) 370 — 360 — 350 340 — 330 320 310 300 295 290 12.5-178 S s.s _ = 156+00 157+00 156+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 %2 _ 'a ` 'A d °/ ' 'A' -Line of Westside Parkway h e v 1 > PREFILE = — vertkm r = 10' RETA/N/NCR WALL NO. 166 Horizontal 1- = 50' F 'M NEVA POPENOE LOG OF TEST BOR/NG5 CARL DAMS Mah pat-06/05/07oAvlD L PEARsoN ,x: oa/os/o7 &ofi/ofi/o7 R YVESTS/OE PARKWAY PHASE 6C a `""'u` `°` °"a"°""° °""' °"°"•ro CITY OF SAKERSRIELO - PUBLIC WORKS OEPARTMENT ss° 6 6 12.5-178 FK NJ CCO No. 016 - Sheet 12 of 14 See Note 1 on _ Sheet 6 of 14 of Total length of Type 1 retaining Wall measured along IiW LOL Chis CCO for details. ]2'-0" 50'-0%' 22'_41/ ,• 48'-4111 48,_011 24'-0" 48'-0" 481_0•• 24'- H=8' (Mod)T 4=10' H=12' H-14' H-1ISO H-18' H-21 FOMWPATIaAI 1i Prrt v1r, Top f wall 'o SEP SNF 4A (4L0" WALL SE <r20 iel -Top of Concrete 26,_1" 4,_5° = FG Barrier TypeA Is 1D .Chain Link m m ����F City Standard- 9, wi P Cc slats r- m W/ PVG SLATS Expansion Jt, TYp = 345.00 "A" Line I e� See Goose Lake i JA Weakened BO -3 _ Slough Box _ _ _ Elev 360.00 3-2 Culvert Plans -A -' plane, Typ `See ilssWall gpprox OG Details"sheet DEVELOPED ELEVATION Off) Scale: Hartz I" = 20'-0" Vert 1" = t0'-0" =7 Fence City Standard wit�� ,;C Slats eE ..c )W,fll-r Begin RW No. 2 a II Begin Hiei+iwr w mn'2 II 23.42 01a51.2T 04'= '�t'�;�, F"t SSee lough oBox Lake III II Sta 10+00.00 RW LOL Culvert Plane I- I FORCIaaDED CHANGESONLY NOTE: PLAN The Contractor shall verify CII controlling field dimensions before ordering or fabricating any material. 1"= 20'-0" M-mrlCNlst F =N °.ew: a., + e Inose ° w et F Eel a.r : °. °.,.. • C -Dice on ° M.CbrlK nse L M O 1 i _. ell W AS E...4t9Wure I:.UI" T -ACS-Built information IRCING STEEL (RN) 1 3ARRIER TYPE (TYPE 732A) ;R1ERLgHENMOUNTED SIGN) KN Fence City Standard with PVC Slats _ CURVE DATA L8 LF NO R III A 2 I e� See Goose Lake i JA Weakened BO -3 _ Slough Box _ _ _ Elev 360.00 3-2 Culvert Plans -A -' plane, Typ `See ilssWall gpprox OG Details"sheet DEVELOPED ELEVATION Off) Scale: Hartz I" = 20'-0" Vert 1" = t0'-0" =7 Fence City Standard wit�� ,;C Slats eE ..c )W,fll-r Begin RW No. 2 a II Begin Hiei+iwr w mn'2 II 23.42 01a51.2T 04'= '�t'�;�, F"t SSee lough oBox Lake III II Sta 10+00.00 RW LOL Culvert Plane I- I FORCIaaDED CHANGESONLY NOTE: PLAN The Contractor shall verify CII controlling field dimensions before ordering or fabricating any material. 1"= 20'-0" M-mrlCNlst F =N °.ew: a., + e Inose ° w et F Eel a.r : °. °.,.. • C -Dice on ° M.CbrlK nse L M O 1 i _. ell W AS E...4t9Wure I:.UI" T -ACS-Built information IRCING STEEL (RN) 1 3ARRIER TYPE (TYPE 732A) ;R1ERLgHENMOUNTED SIGN) KN Fence City Standard with PVC Slats _ CURVE DATA L8 LF NO R III A Shltl .4 04°21'12" 1 73.03' 145.98, /1 v— 09-2e-2012 n rens cl— ExcIxLFR - PUNS ADDE01 onrc OF For, 1 T OU BAKERSFIEID OI SF IELUN AVENUE IFOR k ERSFIELO CAL IFORNIA 9330 apo ed by, MSW TRC 10680 WHITE ROCK ROAD LineRW Van LOL Som E: PVC p Chain Link - - Van B'-10' Shltl 1'-5" See Nate 22)) Top of Wall = FGA �Conc re+e Barrier Type 732A Conduit, See Note ton B3 -t Pians oad sl eet6 of 14c N s CCO for fe BO -3 d Calls. APprox 3-1 _ -FG OG-\ _ Limits of Antietam Dryetaak Texture p extend 1'-0" below EG 4' Still Plan LOL- �RW LOL z TYPICAL SECTION Not to Scale t INDEX TO PLANS m SHEET NO TITLE N 1. GENERAL PLAN N0. 1 t 2. GENERAL PLAN NO. 2 3. RETAINING WALL DETAILS 4. SIGN MOUNTING DETAILS NOTE: 1. All joints are at Intervals of 24'-0" unless shown otherwise. 2. For anchorage details, see "Post Anchorage Detail" On 'Sign Mounting _ DetaiIs" sheet. LEG�END: IElectrolier, see Road Plans RETAINING WALL NO. 202 Marx a, 1 tim— L a 0023 GENERAL PLAN NO. 1 J —C.Rklm Him JECTEKG NEER _ - - WESTSIDE PARKWAY - PHASE SC - CITY OF BAKERSFIELD, CALIFORNIA K Ne _ 2.933 " CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 4 12.5-178 DEVELOPED ELEVATION Scale: Horiz 1" = 20"-0" ' Fence City Standard with E at utilities End RW No. 202 PVC Slats I End Concrete Barrier Type 732 End Chain Link I I CURVE DATA NO R L CCO No. 016 - Sheet 13 of 14 L 0 921.42' 1'512 4°29" 145.98' Q 2 0.5' 1 18.92' aTAL SHEETS 1 37.78' Q 279.42' t f 1 retaining wall measured along RW LDL = 795& -101/2" -End RW No. 202 • zs+ sa `SIieeIi ix OWNEFEn GHyAl 0 xe T2 0 Fanre (` Ly 8'-0" 120'_0" 33 0" T i' B' 8' 8' 4'-11/z' "O.' uVlJw I _ H9 20'_ =22' VC sI is H=29' -- H=26' N 28' Chain Link NO SU S To of w011 Top of Concrete Sorrier Type 732A s $ Itie / PVC = FG - ry 09-18-1012 1. TYP a,I vl- o' Elev 358.73 Ec1 Is 111IL Exc1xEER x us 111.14 sn?e-_ DO 3 m 1 j Elev 389.21 vxaw, parol iOY: PO GO 11 Elev 309.29 y ,�scx G Y OF BAK ERSF EI_O > _ 0 } / 1I' TRU%111N AVENl1E - w c BAKERSFIELD CALIFORNIA 93301 d y _ - _ PraPar"ad by• m °i _— I' f'"s« ;u• Elev 382.00 w- TBC /'� -CM 10600 WRITE ROCK ROAD — Elev 378.00 FOR CLOUDED CHANGES ONLY ee Note 1 on ® SUITE 100 RANCHO COflDOVA, CA 956]0 ` Elev 379.00 heet 6 of 14 of e° Cs ApproK L[J" '" /� Elev 310.00 this CICO for ci '�yYy F0� OG Elev 366.00 fence details. +C - O -. "_ _ -- Elev 362.00 - __ -- --- - - -- n-_-___- \Eley 358,03 Typ BO -3 l�\ 1 ]/!011014. eeI SYS ADD PVC SIAS Elev 359.83 Elev 359.67 Expansion BO -3 Elev 359.17 Weakened - Jt Tp 3-4 plane Typ 3-2 Exist Utilities, see Is, 3 9. polity Plans Onium Elev = 4 . 15+00 16+00 17+00 18+00 DEVELOPED ELEVATION Scale: Horiz 1" = 20"-0" ' Fence City Standard with E at utilities End RW No. 202 PVC Slats I End Concrete Barrier Type 732 End Chain Link I I 33.92 Rf Sfa 109+44. 8 4 Sta 17+95.87 HW LOL II I I o 'b4" Line _ _ _ - I Bull o - 9 LEGEND:D. s – ---- — �RA T No. %9 fo Iii 8 Dl n+oe.4z C �_ E 3— 7 1 D, 16+35 C] Drain Inlet, see Road Plans - 'w 7 15+50 M . 0 5 1 1 N t6°52'36' v , --� _ - We 11 �1 o--, ____ Ut00-__L___ -- I I I I No. sheet o Sign for sign Support details '. see Retaining W I _- _�- f - _ Sig, N /- O o., see Road P ons £ o __L LWO. ___ / 1 RW COL 1_7+90 I „� EC 16+51.50 NOTE: - -- -- BC 16+10.43 B_4 I �I RIE. Signotur final oppr ¢tl I - C V IINE1 Aljoints are at Intervals of 24-0 ka HCC 15+30.50 EC 15+60.29 ��-------__- R/W I I Q IAs-Built info •f tion \ unlss shown otherwise. _ III ry 2 Contractorvicinity ef011 fiepriold o to wellllc nstruction. 1 ---- -� _ -------- , 1 vicinity of wall i �..-' L -L--- moi___ \ '' I I I 3. prior to to be nstru do slwll be relocated in.�(\\`LII I I prior es wall construction. 4, Utilities to remain shall be protected in place, L see "Utility Plans' NOTE: PLAN .III The Contractor shall verify all controlling field 1"= 20'-0' % \, Cs dimensions before ordering or fabricating any material. RETAINING WALL NO. 202 DESIGN K. NelsO ° M.chne4erl M°.x chnstansen °°'°`�"°' GENERAL PLAN NO. 2 o^ o IKI wr, PflOJEC FNGIHEE„ E -O. M1 u m 1 t en x' S0`""`° WESTS/DE PARKWAY PHASE SC - CITY OF BAKERSFIELD CALIFORNIA mecnoe J. Conklin Pn wrton xecac° M, CM1rlafe T M CM1 Isienson °''xxz nx° zazc¢ 2 y3 F - - CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT z _ , NN I a 4 12.5-178 CURVE DATA NO R L T L 0 921.42' 1'512 4°29" 145.98' Q 2 0.5' 1 18.92' 1 37.78' Q 279.42' 1 08°25"19" 1 20.57" 1 41.07' 33.92 Rf Sfa 109+44. 8 4 Sta 17+95.87 HW LOL II I I o 'b4" Line _ _ _ - I Bull o - 9 LEGEND:D. s – ---- — �RA T No. %9 fo Iii 8 Dl n+oe.4z C �_ E 3— 7 1 D, 16+35 C] Drain Inlet, see Road Plans - 'w 7 15+50 M . 0 5 1 1 N t6°52'36' v , --� _ - We 11 �1 o--, ____ Ut00-__L___ -- I I I I No. sheet o Sign for sign Support details '. see Retaining W I _- _�- f - _ Sig, N /- O o., see Road P ons £ o __L LWO. ___ / 1 RW COL 1_7+90 I „� EC 16+51.50 NOTE: - -- -- BC 16+10.43 B_4 I �I RIE. Signotur final oppr ¢tl I - C V IINE1 Aljoints are at Intervals of 24-0 ka HCC 15+30.50 EC 15+60.29 ��-------__- R/W I I Q IAs-Built info •f tion \ unlss shown otherwise. _ III ry 2 Contractorvicinity ef011 fiepriold o to wellllc nstruction. 1 ---- -� _ -------- , 1 vicinity of wall i �..-' L -L--- moi___ \ '' I I I 3. prior to to be nstru do slwll be relocated in.�(\\`LII I I prior es wall construction. 4, Utilities to remain shall be protected in place, L see "Utility Plans' NOTE: PLAN .III The Contractor shall verify all controlling field 1"= 20'-0' % \, Cs dimensions before ordering or fabricating any material. RETAINING WALL NO. 202 DESIGN K. NelsO ° M.chne4erl M°.x chnstansen °°'°`�"°' GENERAL PLAN NO. 2 o^ o IKI wr, PflOJEC FNGIHEE„ E -O. M1 u m 1 t en x' S0`""`° WESTS/DE PARKWAY PHASE SC - CITY OF BAKERSFIELD CALIFORNIA mecnoe J. Conklin Pn wrton xecac° M, CM1rlafe T M CM1 Isienson °''xxz nx° zazc¢ 2 y3 F - - CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT z _ , NN I a 4 12.5-178 Concrete a � Concrete Box Culvert PLAN "D4" Line RW LOL 21'-5" E, 12•_0„ 8'-O" 1'-5" Lane SMO 93301 Prepo �ee_d by: Tugn Concrete 11-55 Top of Barrier Wall = FG Type 732A 0 VO -1 Var Antietam B3-1 (Mod) Drystock Texture ling xa5 J O 16 Top of Concrete Elev Box culvert *45 J 4 �To Of RW Boxonc to p ,rA --r, for: CI Y OF E) E, 1501 TRuxTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepo �ee_d by: RC To /��O/..M ao WRITE ROCK ROAD SUITE too CA 95610 CONTRACT No. '79 L/ P o C xbs an alternative may DATE be Drilled &bond withith C.C.A. On /y/ /+ /'' /, n AA�� embedment depth of 5" R.E. NAMEL/.(p.yI// R-4� TYPICAL SECTION Not to Scale R.E. Signature inalapproval of As -Built information F Exp J+ 1 80-3 Top of Concrete _ Box culvert FG O Box Culvert = 365.0' Elev 363.15' - Approx OG BO -3 ExP Jt — — 3-4 FL Elev 355.11' RW Footing RW Footing Double Bax, _ — see Goosese Lake Slough Box Culvert Plans ELEVATION o NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. RE TA /NTNG WALL NO. 202 • M. chrl8rens uTe cnnsrenen RETAINING WALL DETAILS ms ° u. cnnsrensen rNmscT EnelREsn 50E-0023 - seR °93 wars DE PARKWAY - Pam 6C - CITY OF BAKERsnw, CALIFORNIA „ °e.E P1aK°r,na ° M. Enrlsta Z "A7°N CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 37 N°4 .,Ea °<,E, , Aluminum Sign see Road Plans Pipe NPS 2%2 or HER 2.5x.25 w Sign 7-5 & e-4 SIGN DETAIL TYPE 1 1/21_1._0.1 G AS BUILT CONTRACT No. -rq C.C.A. DATE q R.E. NAME 87,4�. R.E. Signotur fo inalapproval of As -Built information C POST POCKET - rF PARAPET = (L TUBE POST Fill with 6" 6" mortar V. r 3/" 0 hole for 0 cable 8" 1[4 m13 Tot 2 - 4 x 5 ' x 9" or 5 0 9' post pocket 5 _ 2-u4 x 2'-6" 2-u4 x l' -O" 4" POST ANCHORAGE DETAIL Not to Scale Mortar NOTE: 1" M!" 2" Max R /2x7.0'-7 T"0 Bolt - The Contractor shall verify all controlling field Circle Anchor R % - dimensions before ordering or fabricating any material. RE TA /N/NG WALL NO. 202 �6 K.Nalson M.C„rlste„sen 5/a 0 x 1 =0' JJ PiPa NPS 21/2 �"4 Hole for Anchor Rad or RSS 2.5x.25 ¢ Anchor Rod, TYP TYPE 1 MOUNTING PLATE DETAILS s NO.T EREfts 6E 311 CH .11 MCI V516 J w^ 09-28-2012 Iry TEF CIVIL ENGINEER 11011 O11.1VT DATE P Pal�E3a A K El 15 T OF BAKERSFIELD 1501 TRUXTUN AVENUE 6AKERSFIELO CALIF RNIA 93301 P l�epo�e0 by: TRC A— /ice Tocao TETL aocic sono N."wm�mrl SUIT CE ton .�..".aneum m. RANCOROOVA, CA 95670 NOTE: - The Contractor shall verify all controlling field - dimensions before ordering or fabricating any material. RE TA /N/NG WALL NO. 202 K.Nalson M.C„rlste„sen nwrK Urlsteneen vRa6a Exm.EER OR I °`"°' 50E 0023 E, S/GN MOUNT/NG DETAILS 0 e Oc,E"spa"* °� G. Imasen n M. cnrlstensen WE3TS/DE PARKWAY PHASE 6C - C/TY Df BAKERSnw, CAL/POm a.Plnxerten M.0„r,,,ensen z.9 n.Te CITY OP BAKERSPlELD Punic WOBKS DEPARTMENT n 47X04 _ INSTALL CONCRETE #5 10"" 3 O 12" O.C. DRILL AND BOND OWELS IN 6" EEP HOLE — AS BUILT kE.N No. E �'/3-2F15- R. 0 7neAD) naturralapproval ilt information I #5 (TOTAL 21 CCO No. 016 - Sheet 14 of 14 DATE: DECRIPTION VAN M7 SHEET ADDED pPn IEL Sar } 73077 NOTE: 2/31/19 ,rad The contractor shall verify all controlling field 12 -IB -201) FEGISiEPEO CI VI' GI NE ER PP PPGV PL G red dimensions before ordering or fabricating any material. CITY OF BEN.' IELD CITYARM I501 AVENUE SFIIETUN 9ANERSFIELD CALIFORNIA 93301 e+JS P raga ra__d by- DSC °"I°`c NO' ww /I� - CHAIN LINK FENCE SLATS BARRIER LEGEND RETAINING INDICATES LIMITS OF CONCRETE REMOVAL WALL No.202 INDICATES NEW CONSTRUCTION ---- INDICATES Exist STRUCTURE Exist REINFORCEMENT EXTEND Exist REINFORCEMENT BY BUTT WELD OR MECHANICAL CONNECTION Exist FOOTING TOP REINFORCEMENT TO DE PROTECTED IN PLACE AND REMAIN UNDAMAGED REMOVE PORTION OF Exist CONCRETE FOOTING TO EXPOSE ENDS OF EXISTING REINFORCEMENT FOUNDATION RETROFIT REVISION: DATE: DECRIPTION 1 7/30/14 SHEET ADDED (4'-0" SECTION OF RW No.202 ONLY) Not to Scale NOTE: The contractor shall verify all controlling field - dimensions before ordering or fabricating any material. RETAINING WALL NO. 202 e+JS DY DSC °"I°`c NO' FOUNDAT/ON RGTROF/T - z�cx we„sl=°T e. JS o DY weCT EROIREER 50 —0023 WESTS/OE PARKWAY - PHASE 6C .+Js "Eo DY 2.93 CITY OF BAKERSF/ELD PUBLIC WORKS DEPARTMENT 12.5-178 SNEEi iOIDL NOtee: Na. SHEETS v ° xa..° zci naa "Bridge PVI 23+]0.00 PVI 27+10.00 1 Paint ge No. 50C-0352" Elev 35].]8 Elev 358.90 O2 Paint "Renfro Rad Overcrossing' N m + 0.33% ¢ fes` Q Slope Paving - Full Slope QQ straa+are Apprach slab Type EG (10) s�XRAdhL PROFILE GRADE Q5 Decorative Railing. 09-28-12 No Scale DENSTERED L ENLwE£R DATE © Street Light Architectural Treatment, of BAKERSrxe�D Total length of brill e = 212'-0" O CITY An+ientom Brysteck texture BB Measured along W Renfro Road ('•C Line EB 1501 TRUXTUN AVENUE O Retaining Wall No. 158, BAxERSFIELU CALIFORNIA 93301 See "Returning Wall Plans" p ra p ora d b y . SQ & 2 6 1 &QNS LEGEND: A� 5 Indicates point of minimum 8 APProa OG=FC vertical clearance •r — "` •" "` " a '" o- " '" x "r "-"� Intlicates direction of traffic C Renfro Road (•C" Line) T=1, 3Typ ] - 18'- °min Y UILT FG ver clr Abut 1 NoAbut 3TY- V � G 54'-4" 51'-4•• Stage 2 Construction Stage 1 Construction Ben+ z C.C.A. DATE 6 DATUM ELEV - 315.00 eD Median eik �G„ 24 25 2fi SW 12' - One "-O' •, 12'-0.. 12._G„ 12,_G, 12._00 D•, ELEVATION Bske z o _ 1"-20"-0" / A // 5 3"-0' closure Profile Lane T - TYP pour GraOe S 2/ _2% one Wes+s; 5i9natur fo final approval Type 26r(Ml 0 P Toe of sloPi A" Line gUljt, info e+ainin all g5ee I6 �f �$ aj54, nIng Wall Plans" .m W _ ,y G C TOP 24"-0" - L_— Exist Future ZF Utility CIP/PS m 5' 0 " of 10'-0' IFu+ure �masonr y Tn Opening Concrete a Maps 2:� to) -0" _ 1 We 10 n+ y_ s.uare Box Girder Column I 24I_0•• Yin v AA b TOP 0f 7 FG � slope S. 0 ' a roatlway const r r r I I a' 12 TYPICAL SECTION '51", LYP v �`� 1"=10'-0" = 4 Utilities: BB 24+61.60EB 26+73.60 --------- m Elev 358.00Elev 358.]8 J2"E26 CURVE DATA © 2-4"$ cable TV lines for Bright House Networks " n o — — — — — — Westside Pkwy "A' Line © electrical conduits for Pacific Gas & Q Renfro load! Elect Electrical Company 24 R = 5250' 36°19'05" ® 2"0 electrical conduit 25 NO -23'l 26 2] T = 1721.95'_�__L =332782' ® 2-2"0 electrical conduits' Line Sta 25+]6.60 = 4" gas line in 12"0 casing for 4DE " Line Ste 157+45.86 4No+es: Southern California Gas Company 1. For General Notes, see "Index zG gas line if 30"0 casing £or n,2. l Not ''sh et Plans & General Notes" uthern California Gas Compyo 0vear 5 VC Ultimo+e lane 9u O PVC sewer line in 20"0 casing for -wn. the bridge Read Plans City Bakersfield Department of Public Works T for delineation. Q 4"0 telephone conduits for AT&T pavement ti Toe a{ IFI, JIIIIL SA }r }/fir 1 2"0 traffic si gnol interconnect lines for iO slope pe IJ Top of City of Bafersfield Traffic Signal Interconnect slope (Traffic Division) Ta of slave zoo PLAN To 2:, OW 12"0 water line in 24"0 steel casing for City of ' - o 1 -z°-° slope 8 Bakersfield Department of Water Resources RENFRO ROAD OVERCROSSING q. amNevave .. mma "`°°°"" "L11 .1DRIDM NTAP- E Artl.ousn 9umsv0"s NQ. GENERAL PLAN mx w[xsmxi L, geyBS A. 2M1eng L. RByBS A ' w- FROJER EXLINEER sac -0352 Y LE WESTS/DE PARKWAY - PHASE 6C W ,n E, . xlaey o-. vo J. Sux a..., , e. w� O le NUN a°`oANINNNns 2,08s = CITY OF SAKERMELD - PUBLIC WORKS DEPARTMENT , 26 12.5-178 ------------------------------------------------ --------------------------------------------------------------------------------- I I /1I I I i GENERAL NOTES LOAD & RESISTANCE FACTOR DESIGN Design: AASHTO LRFD Bridge Design Specifications, 3rd Edition With the 2005 At 2006 interims & the Caltrans Amendments V3.06.01 except that bridge details taken from Standard Plans May 2006 Version, and the abutments are designed using Bridge Design Specifications (1996 AASHTO with Revisions by Caltrans) Seismic Design: Caltrans Seismic Design Criteria (SBC), Version 1.4 dated June 2006 Dead Load: Includes 35 per for future wearing surface Live Loading: HL -93 W/ 'Law Boy'ond permit design vehicle Seismic Loading: (Peak Rock Acceleration = 0.3g) Caltrans SDC ARS curve for Soil Profile D (M=6.0 3 0.25) 1.0 0.9 0.8 0 0.7 Al 0.6 u 0.5 0.4 0 0.3 u N 0.2 0.1 0.0 0 0.5 1 1.5 2 Z5 3 3.5 4 4.5 Period (seconds) ARS CURVE Reinforced Concrete: fy = 60 Kai f'C = 3.6 ksi, unless otherwise noted fs = 24,000 psi fc = 1,440 psi D = 8.0 Prestressed Concrete: See "Prestressing Notes" on "Longitudinal Section" sheet. STANDARD PLANS DATED MAY 2006 ACOA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A100 ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A10C SYMBOLS (SHEET 1 OF 2) At OD SYMBOLS (SHEET 2 OF 2) A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS BO -13 BRIDGE DETAILS RSP BG -21 JOINT SEALS (MAXIMUM MOVEMENT RATING = 2" B7-1 BOX GIRDER DETAILS B7-10 UTILITY OPENING BOX GIRDER B8-5 CAST -IN-PLACE PRESTRESSED GIRDER DETAILS B11-51 TUBULAR HAND RAILING Bll-54 CONCRETE BARRIER TYPE 26 B14-3 COMMUNICATION AND SPRINKLER CONTROL CONDUITS (CONDUITS LESS THAN SIZE 4") B14-5 WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") r ,,,:STANDARD PLAN SHEEHEEN T N0. DETAIL NO. AS BUILT CONTRACT No. - 9 W IP/ G C.C.A.DATE R.E. NSA/MME. J 4/gZ� R.E. Signatur fo inal approval of AS -Built information Bent 2 CONCRETE STRENGTH AND TYPE LIMITS No Scole INDEX TO PLANS 1 GENERAL PLAN 2 INDEX TO PLANS & GENERAL NOTES 3 DECK CONTOURS 4 FOUNDATION PLAN 5 ABUTMENT 1 LAYOUT 6 ABUTMENT 3 LAYOUT T ABUTMENT DETAILS NO. 1 8 ABUTMENT DETAILS N0. 2 9 ABUTMENT DETAILS NO. 3 10 BENT LAYOUT 11 BENT DETAILS N0. 1 12 BENT DETAILS N0. 2 13 BENT DETAILS NO. 3 14 TYPICAL SECTION 15 GIRDER LAYOUT 16 LONGITUDINAL SECTION 17 ADDITIONAL GIRDER REINFORCEMENT 18 STRUCTURE APPROACH TYPE EO (10) 19 STRUCTURE APPROACH DRAINAGE DETAILS 20 CONCRETE BARRIER AND ARCHITECTURAL TREATMENT DETAILS 21 STEEL RAILING & PILASTER DETAILS 22 MISCELLANEOUS DETAILS NO. 1 23 MISCELLANEOUS DETAILS NO. 2 24 MISCELLANEOUS DETAILS NO. 3 25 SLOPE PAVING -FULL SLOPE 26 LOG OF TEST BORINGS QUANTITIES SANDBLAST TEXTURE ANTIETAM DRYSTACK TEXTURE BRICK TEXTURE STEEL RAILING 12" WELDED STEEL PIPE CASING (BRIDGE) 20" WELDED STEEL PIPE CASING (BRIDGE) 24" WELDED STEEL PIPE CASING (BRIDGE) 30" WELDED STEEL PIPE CASING (BRIDGE) 12" WATER SUPPLY LINE (BRIDGE) STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) PRESTRESSING CAST -IN-PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB (TYPE ED) JOINT SEAL TYPE B (MR=2") BAR REINFORCEMENT STEEL (BRIDGE) SLOPE PAVING (CONCRETE) MISCELLANEOUS METAL (BRIDGE) CONCRETE BARRIER TYPE 26 (MOD) Structural concrete, bridge 0 (4000 psi at 28 days) ®Structural concrete, Bridge (4000 psi at 28 days) Structural concrete, Bridge Footing ® Structural Concrete, Bridge ® Structural concrete, Approach Slab 1'I1 t' �a uu �" 09-28-12 REGISTERED CIVIL ENDIDE£F PLANS APPROVAL DATE 0 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 1830 SF 13569 SF 423 OF 443 LF 257 LF 257 LF 97 LF 257 LF 257 LF 1335 BY 594 BY 1 LS 325 CY 1990 CY 53 CY 216 LF 525104 LB 84 BY 183 LB 485 LF RENFRO ROAD O VER CR O S S/NG A. znena Anaraasd Domelmns035 - INDEX TO PLANS / GENERAL NOTES PNWE[I Elim.. 50C-0352 A. BRAD, T w¢s J. SuK �2.ee WESTS/DE PARKWAY PNASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I I I I 12.5-178 med PLAN J. Qulnovevo L. Reyes K. Hickey Notes: o Indicates even foot contours. A Indicates 10'intervals measured Cieng "C" Line. Contour intervals is 0.10 feat. Contours do not inclose camber. ICONTRACT NoAS . ZBPILT C.C.A. DATE— R.E. NAME R•E. Signator or Halo of As -Built informntion ---oval RENFR O ROAD O VER CR O SS/NO Aad°°s°n o°meueaN DECK CONTOURS ROJEc. EAWROVEx SOC -0352 2 .0e, WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 3P 12.5 SHEENO,P 5 EETS _ANN, lP AP `sa avn JLice -- 09-28-12 EFEo aPER Furvs APPROVAL DATE Crap Orad KPER CITY OF BAKERSFIELD 1501 IN AVENUE B AKERSFI SPIEL ELO CALIFORNIA 93301 F ---orad I'm A� Notes: o Indicates even foot contours. A Indicates 10'intervals measured Cieng "C" Line. Contour intervals is 0.10 feat. Contours do not inclose camber. ICONTRACT NoAS . ZBPILT C.C.A. DATE— R.E. NAME R•E. Signator or Halo of As -Built informntion ---oval RENFR O ROAD O VER CR O SS/NO Aad°°s°n o°meueaN DECK CONTOURS ROJEc. EAWROVEx SOC -0352 2 .0e, WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 3P 12.5 ---t- Indicates existing Telephone Line (AT&T) (to be relocatetl by others) NoNo±e: Location of utilities ore approximate, See Utility j Plans for more information. v I BENCH MARK 5 I B.M."B 1206" SET -1970 Elev 399.35 2 NGS Braes Disk 9 N 2325390 8 E 6245295 lu Located 1miles East along State Highway 58 from Fruitv Schaal N.M."Y 1205"7" SET -1950 Elev 360.46 a NGS Brass Disk N 1 E 6230860 I Located at tM1a inters action. of State Highway I and Calloway Drive. II r I ------------------------------------------------------- Load and Resistance Factor Design (LRFD) Co i --?P -9GvP6 � C.C.A. DALE R.E. NAM ,I,, Lf/ifR,4 I Easing Strength Extreme Event Support Permissible Grass Allowable Service -----------------------------------, Factored Gross EC 159+44,01 I Gross Bearing Permissible Net Nominal Bearing Nominal Bearing ,rvc uxar.eo er xErc..m snmv. srsccus en mL (Settlement)Capan+y lw Contact Stress Resistance Re stance (ksf) (ksf) y1e =0.5w=1.00 "A" Line 157+45.86 2319195.61 Cksf) (ksf) Abutment 1 8.9 8.6 N/A N/A N/A 6214823.54 C-1, 4 N/A N/A 13.0 19.5 SXE Ei is iPL C-2, 5 N/A N/A 13.0 19.5 33.3 N y N/A N/A 13.0 19.5 35.0 Abutment 3 8.5 8.6 N/A N/A a. SHEEiS hg Bent 2 1"=20'-0" 9 j SPREAD FOOTING DATA TABLE e I s I 9- BC 126+16.20 evOP o x 'IVILx Westside Pkwy GeM ourdF "A" Line 09-28 12 TEL AED CIVIL ExsmEm CLANG Aeva°vAL CA E i CITY OF SAKERSFIELD 1501 TRUXTUN AVENUE BAKER9r IELU CALIFORNIA 93301 R = 5250.00' _ WW LOL ? ;y1 to - WW LDL" I _ 341.00 `, I I _NO'23'12"E v tyP 326.50= NO"23 12 Ef- ,. C 1 .__} -_(� - } ..A - __} ."` } - } } -_}� LEGEND: 9 9re 9 B. C 2 _ f ` Return LOL B 9 9 9 9 9 9 __ L�J Indicates bottom t' elevation R w II LOL I ,_etu __ 9 c-39 -_ Dle (SCG) by I rL Renfro Road C° Linel others) (to r6) 24 _-- o ---`%' ----\- 25 NOx23'12 E --"---"-' 26------2P ` -to---(oh)- Indicates existing overhead Coax Cable C-6 (Bright House) (+o be relocated by others) ___}0. o a_ }� } � _p - g COW B �Oh? 1_�_ .... to be tected in face, ee oatl Plans" $ Oh YC C 9f!-� �� --� WW LOL v w (COB) n9eeatfloaOSPlao mp 0 312'-�0 to be rp'eslaa%aced s I o a e W - W T- W W '- W T N n NO°23'12'E -e --(oh)- Indicates ex'sting overhead Electric Line (PG&E) = n _ -�-4 (to be relocated by others) L 341.50m m L.5` Indicates existing 0'I Line (Conoco Phillips) 0 (to be abandoned by others) e I rib ---t- Indicates existing Telephone Line (AT&T) (to be relocatetl by others) NoNo±e: Location of utilities ore approximate, See Utility j Plans for more information. v I BENCH MARK 5 I B.M."B 1206" SET -1970 Elev 399.35 2 NGS Braes Disk 9 N 2325390 8 E 6245295 lu Located 1miles East along State Highway 58 from Fruitv Schaal N.M."Y 1205"7" SET -1950 Elev 360.46 a NGS Brass Disk N 1 E 6230860 I Located at tM1a inters action. of State Highway I and Calloway Drive. II r I Working Stress Design (WSD) Load and Resistance Factor Design (LRFD) Co i --?P -9GvP6 � C.C.A. DALE R.E. NAM ,I,, Lf/ifR,4 I Easing Strength Extreme Event Support Permissible Grass Allowable Service Factored Gross Factored Gross EC 159+44,01 Contact Stress Gross Bearing Permissible Net Nominal Bearing Nominal Bearing ,rvc uxar.eo er xErc..m snmv. srsccus en mL (Settlement)Capan+y lw Contact Stress Resistance Re stance (ksf) (ksf) y1e =0.5w=1.00 "A" Line 157+45.86 2319195.61 Cksf) (ksf) Abutment 1 8.9 8.6 N/A N/A N/A 6214823.54 C-1, 4 N/A N/A 13.0 19.5 23.8 Bent 2 C-2, 5 N/A N/A 13.0 19.5 33.3 N C-3, 6 N/A N/A 13.0 19.5 35.0 Abutment 3 8.5 8.6 N/A N/A N/A PLAN hg Bent 2 1"=20'-0" j SPREAD FOOTING DATA TABLE ---t- Indicates existing Telephone Line (AT&T) (to be relocatetl by others) NoNo±e: Location of utilities ore approximate, See Utility j Plans for more information. v I BENCH MARK 5 I B.M."B 1206" SET -1970 Elev 399.35 2 NGS Braes Disk 9 N 2325390 8 E 6245295 lu Located 1miles East along State Highway 58 from Fruitv Schaal N.M."Y 1205"7" SET -1950 Elev 360.46 a NGS Brass Disk N 1 E 6230860 I Located at tM1a inters action. of State Highway I and Calloway Drive. II r I Working Stress Design (WSD) Load and Resistance Factor Design (LRFD) Co i --?P -9GvP6 � C.C.A. DALE R.E. NAM ,I,, Lf/ifR,4 I Easing Strength Extreme Event Support Permissible Grass Allowable Service Factored Gross Factored Gross Location Contact Stress Gross Bearing Permissible Net Nominal Bearing Nominal Bearing ,rvc uxar.eo er xErc..m snmv. srsccus en mL (Settlement)Capan+y PKs£) Contact Stress Resistance Re stance (ksf) (ksf) y1e =0.5w=1.00 "A" Line 157+45.86 2319195.61 Cksf) (ksf) Abutment 1 8.9 8.6 N/A N/A N/A 6214823.54 C-1, 4 N/A N/A 13.0 19.5 23.8 Bent 2 C-2, 5 N/A N/A 13.0 19.5 33.3 C-3, 6 N/A N/A 13.0 19.5 35.0 Abutment 3 8.5 8.6 N/A N/A N/A ---t- Indicates existing Telephone Line (AT&T) (to be relocatetl by others) NoNo±e: Location of utilities ore approximate, See Utility j Plans for more information. v I BENCH MARK 5 I B.M."B 1206" SET -1970 Elev 399.35 2 NGS Braes Disk 9 N 2325390 8 E 6245295 lu Located 1miles East along State Highway 58 from Fruitv Schaal N.M."Y 1205"7" SET -1950 Elev 360.46 a NGS Brass Disk N 1 E 6230860 I Located at tM1a inters action. of State Highway I and Calloway Drive. II r I RENFRO ROAD OVERCROSS/NG ;,AS BUILT �A5rNo. Co i --?P -9GvP6 � C.C.A. DALE R.E. NAM ,I,, Lf/ifR,4 I Easing O R.E. Signature f4rfWal approval of As -Built information 24+62.85 ---t- Indicates existing Telephone Line (AT&T) (to be relocatetl by others) NoNo±e: Location of utilities ore approximate, See Utility j Plans for more information. v I BENCH MARK 5 I B.M."B 1206" SET -1970 Elev 399.35 2 NGS Braes Disk 9 N 2325390 8 E 6245295 lu Located 1miles East along State Highway 58 from Fruitv Schaal N.M."Y 1205"7" SET -1950 Elev 360.46 a NGS Brass Disk N 1 E 6230860 I Located at tM1a inters action. of State Highway I and Calloway Drive. II r I RENFRO ROAD OVERCROSS/NG Northing I Easing O "C" Line 24+62.85 FOUNDATION PLAN 2319001.86 6214822.13 ozs mx wexsecx. L. Reyes A 71-9° x x a vs+u�s er wEcxev suarxrzn er cvnsr axvzr. fE Abut 1 Br ,rvc uxar.eo er xErc..m snmv. srsccus en mL xI-a, C.-aaxm "C" Line 25+56.60 ":.ox °ATES wAELIxI"°°r "A" Line 157+45.86 2319195.61 6214822.90 C "C" Line 26+72.35 2319291,36 6214823.54 12.5-178 Abut 3 Brg ---t- Indicates existing Telephone Line (AT&T) (to be relocatetl by others) NoNo±e: Location of utilities ore approximate, See Utility j Plans for more information. v I BENCH MARK 5 I B.M."B 1206" SET -1970 Elev 399.35 2 NGS Braes Disk 9 N 2325390 8 E 6245295 lu Located 1miles East along State Highway 58 from Fruitv Schaal N.M."Y 1205"7" SET -1950 Elev 360.46 a NGS Brass Disk N 1 E 6230860 I Located at tM1a inters action. of State Highway I and Calloway Drive. II r I RENFRO ROAD OVERCROSS/NG v. axma A. z21- NnD A VrvuEn D°meltay Eo]92 exv+vcwnunE.xr na o.. luxe zeez aL,¢xrneur .,zz cov ezovL,�c suave Sac FOUNDATION PLAN ozs mx wexsecx. L. Reyes A 71-9° x x a vs+u�s er wEcxev suarxrzn er cvnsr axvzr. ,rvc uxar.eo er xErc..m snmv. srsccus en mL xI-a, C.-aaxm Ili e, a eAm.e °xe°xe° x. ,.EP,s , �.x.„E, ms.ey ° c.e° . SUK zoef - WE6TS/DE PARKWAY - PRASE 6C ":.ox °ATES wAELIxI"°°r STAGE ° i CITY OF BAKERSF/ELD - PUBLIC WORKS DEPARTMENT wa "'za 4 12.5-178 WW LDL See Note 4- Oa q yll c IBV ti3 y typ I o � Renfro Road ("C" Line) 1 2'- !I/i' 4 eoual conces = 37"-41/." F'-1�IF'- Return wall, see Note 1 10T PLAN s Sa.T sxe'e"n w w �? CIV IL i] V4- jNote4 A �v a 0s9-28-12 4 PEGIS TEPEE CIVIL EN6IM1£EP PL 4 pAiE P -a Po -ad fora CITY CF BAKERSFIELD 1501TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 A=COM ammneaumno� Abut 1 AS BUIL CONTRACT No. SR oz, e_— C.C.A. DATE � /3,1iZS R.E. NAME /7/, R.E. Signature fo fin approval of As -Built information Q Renfro Rood C. Line) it Notes. 16' x 16" x 2.5' steel reinforced elastomeric bearing pad, Expanded polystyrene - Detail 1J Tap of bockwall See Bearing Pod Detail" typ Detail I "Abutment similar �I , i t e et Details No. 2 sheet. II " on Details No. 1" II)L I I U-2 sheet (+yp) aPProacn A U -e II you+, see "Foundation % Plan' fountla+ion layout, 2. For rYY I sheet t. 50'-4'/z " 55'-4�/i' 10T PLAN s Sa.T sxe'e"n w w �? CIV IL i] V4- jNote4 A �v a 0s9-28-12 4 PEGIS TEPEE CIVIL EN6IM1£EP PL 4 pAiE P -a Po -ad fora CITY CF BAKERSFIELD 1501TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 A=COM ammneaumno� Abut 1 AS BUIL CONTRACT No. SR oz, e_— C.C.A. DATE � /3,1iZS R.E. NAME /7/, R.E. Signature fo fin approval of As -Built information Q Renfro Rood C. Line) it Notes. Tap of bockwall return wall d oils s Q see Abutment II 7_1 typ To p of structure �I , i t e et Details No. 2 sheet. II " II)L I I U-2 aPProacn A U -e II you+, see "Foundation % Plan' fountla+ion layout, 2. For rYY I sheet t. LL -- ___________________________________ - -------------- 3. For "Section A -A , See "Abutment q 1 ------ Details No. 1 F--- snee+. g _ 0 O I 4. For wingwall details, see 'Abutment 4 ails No. 2' sheet. slope -____ u. -cpa Papio9 Cons+ Jt� l 'I - 5' or Detail 1" see "Abutment Details No. 3'De sheet. ctig Fv6. \ For abutment drainage, see "Structure 348.11 r 348.38 + 348.55 a Approach Drainage Details' shee+. - - R Indica+es top of I slope Drainer DeeinaGae outlet 6, t yp See "Abut men+ Details No. 3" paving elevation sheet for interior shear Key data Architectural treatment - a extend 1"-0" below FG - ELEVATION R ENFRO ROAD OVERCROS3/NG - J. Letmbe...r A. mens A LLL h, mmenans ABUTMENT 7 LAYOUT mn avusmn, J. Lelmoerger A. Znenq vECT ENmnEEPBy 5BC-E0352 MTS/DE PARKWAY - PHASE 6C - w2,me' K, mexey J. IDx CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ,rte;" °'26 I 5 of slope oL51x. x..a:a.. 09'-9" R.E. NAMEL%% / P.E. Signature fe fi #approval Stage 2 Construction Stage 1 Construction of As -Built information Renfro Road CC' Line) I I Top of backwall -1 typ U-2 Nates: 7-1 U-8 Top roachtruature ill 1. For return all de+ails, see ifAbutment Details No. 2" sheet v III 2. For abutment drainage, see ______________ _I________________________________ - - Details' sheet. O 3. For foundation layout, % O I O ee "Foundation Plan" she.+. ----- ----- ----- ----- ----- ----- ----- 4. For Wingwall Details, see rtxi ryy� Const J+� Lyy� cwy �yT "Abutment Details No. 2" sheet. M"' 5. Far "Section A -A", see s I /. .49 » c Abutment pe+oils No. 1"'sheet. M / 346.41 s /346 1 6. Far "Detail 1" see "Abutment Details No. 3" sheet. J ttmI x Indica+es top.of slap. (e Architecurpl treaent See "Abutment Details No. 2" Drainage outlet paving elevation \'\'\'_JJI ��' extend 1'-0' below FG sheet for inferior shear key detail see Note 2, typ - ELEVATION RENFR O ROAD O VER CR O S S/NG J. 1. rgerm A. zheag Androush pxnleH.ns 50C- 0352 ABUTMENT 3 LAYOUT J. Lelmoerger m A. ZM1eoa vpgEET ENGIxE ER x. K. R ey m J. sok z.msz WESTS/DE PARKWAY - PRASE $C CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT _ 12.5-178J SHEET TOTAL . SHEETS w 272 1. esus@AHrvllz D Renfro Roatl ("C" Line) aurva�� 09-28-12 PLANS APPRIVAL RATE 2'-T,2` Skay Rr6.pc,r-. JEE or: 4 equal s aces = 3T'-41 8'-111 /i /P 1"-61/2' B'-10/2" 4 CITY CF BAKERSFIELD g p equal spaces = 3]'-41/Q" 3501 TRUXTUR AVENUE WW LOL BAKERSFIELD CALIFORNIA 93301 See Note 4 p-apo-sd by: Return wal 1, ee Note 1 - - A— /'1.�� in I q Abut 3 Erg reinforced 16" x 16" x 2.5" s+eel arced Expanded �- elas+omeric Dearing pad, See. Bearing Pod Detail" polys+yrene (typ) Retail 1 AS BUILT Retail 1 "Abutment similar on Details No. I" sheet (typ) y--� q CONTRACT No.2' I" ��L 09'-9" R.E. NAMEL%% / P.E. Signature fe fi #approval Stage 2 Construction Stage 1 Construction of As -Built information Renfro Road CC' Line) I I Top of backwall -1 typ U-2 Nates: 7-1 U-8 Top roachtruature ill 1. For return all de+ails, see ifAbutment Details No. 2" sheet v III 2. For abutment drainage, see ______________ _I________________________________ - - Details' sheet. O 3. For foundation layout, % O I O ee "Foundation Plan" she.+. ----- ----- ----- ----- ----- ----- ----- 4. For Wingwall Details, see rtxi ryy� Const J+� Lyy� cwy �yT "Abutment Details No. 2" sheet. M"' 5. Far "Section A -A", see s I /. .49 » c Abutment pe+oils No. 1"'sheet. M / 346.41 s /346 1 6. Far "Detail 1" see "Abutment Details No. 3" sheet. J ttmI x Indica+es top.of slap. (e Architecurpl treaent See "Abutment Details No. 2" Drainage outlet paving elevation \'\'\'_JJI ��' extend 1'-0' below FG sheet for inferior shear key detail see Note 2, typ - ELEVATION RENFR O ROAD O VER CR O S S/NG J. 1. rgerm A. zheag Androush pxnleH.ns 50C- 0352 ABUTMENT 3 LAYOUT J. Lelmoerger m A. ZM1eoa vpgEET ENGIxE ER x. K. R ey m J. sok z.msz WESTS/DE PARKWAY - PRASE $C CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT _ 12.5-178J II I� i I I I I I I I TypB6-21e B B0-1 Alternative 1 Edge of galvanized Joint seal Temporary Bumper shed+ rate 3" Bonding on Smooth finish q r 3" Bonding /S" x 12" Neoprene strip i bonded 3" minimum width each 1" Chamfer side of joint. Place prior to back filling the abutment Bearing Pad is parallel to rl•_ of girder web Abutment backwall Abut ,VIEl ex° e ) Elect oteric op o o•• x \paraded 1 a WNTITACT No. 9GIJ�� ft.XbATE Z/ —/ 3 20.5 1v1L' xz a into ENGINEER backwall 777 7,,, R.E. NAME ,(l F of BAKER5F1ELp ELD AVENUE IELn CALIFORNIA 93301 01 T • • • )int Protection backwall and installing the temporary bumper. ear Ed so Abut -� Elect oteric op o o•• x 2-0" Pra orad bym into backwall Bearing Pad typ //����Fold AS M neoprene chatter) • • • )int Protection PLANdrainBEARING 3 I Geocomposite reinforcement shown on "End Diaphragm Detail", a C Q Elastomeric PAD DETAIL gnatu tE;. ¢iry1approvJOINT 4-3 #5 0 6 2. Reinforcement to be some Dar size and 2/3 the Bearing pad PROTECTION DETAIL I- _ 4" Chamfer spacin4 adjacent reinforcement shown on �,"=1'-0" uilt informa See Nora 2 4-#6 - - No SGale "End Diaphragm Detail'. ph Full Slope" Sheet Expanded Polystyrene 0.019" thick galvan _ a1 tot 6 I same thickness metal over bearing po , oa 24" GAS LINE END DIAPHRAGM OPENING DETAIL Architectural BB or EB I Abut brg 6-21 Joint Seal Type B as bearing pod BO -13 3.. Level area 3 of pod with silicone 13-1 grease. Treatment ex+end Expanded D2 r & Erg abut 1'-0' below FG recess and #6 see "Structure Appi Type EO (10)" sheet #5 x 2'-0" 0 12- #41-1 0 12- #4 +a+ 12- #4 012 - 8'-4" 1 #9tot 6 see "Section A -A" on Abu+tent Details Na. 3" #9 L0 12 #4 012- Geocomposite tlrai Note 2 Ell DESIGN "ENSIG.1 _ ___y ear Ed so Pie -� op o ec Notes' 2-0" See Note 1" ______ __L-- i 1 typ • • • )int Protection tot 3 I reinforcement shown on "End Diaphragm Detail", a C Q Elastomeric FG 4-3 #5 0 6 2. Reinforcement to be some Dar size and 2/3 the Bearing pad I- _ 4" Chamfer spacin4 adjacent reinforcement shown on et I - SECTION B—B t - - Placed parallel "End Diaphragm Detail'. ph Full Slope" Sheet to girder a1 tot 6 I See Note 3 24" GAS LINE END DIAPHRAGM OPENING DETAIL Architectural Prestress I �i •_y_p• 2 Treatment ex+end Expanded D2 r & Erg abut 1'-0' below FG recess and #6 0 12 m 3-2 polystyrene BB or EB 5'-9" Additional Anchorage 2" clr 3" typ elr j(- #8 +o+ 8 Zone Reinf L� 0 12 1. For abutment architecture treatment details, see "Concrete Barrier and 0 �' Expansion Architectural Treatment Details" sheet. #6 0 12 lint {il ler See "Joint Protection Detoil" on "Abutment 2'_6° Limits of transverse deck BB -5 or BO -5 2. For drainage details, see "Structure Approach Drainage Details" sheet. • tt1�0 B Tat 10 q-13 Expanded polystyrene, same thickness 3-1 as elostomeric b d Details No. 7 sheet Structure a roach �- einf and distribution bars r3 T f d k Typ clock reinf 5-10 5 -II 11 3-#6 3-#6'� _ ___y ear Ed so Pie -� op o ec Notes' tt5 r-1 0 12 See Note 1" ______ __L-- i 1 • • • • 1. Reinforcement shown Herein are in addition to 6 tot 3 I reinforcement shown on "End Diaphragm Detail", a FG it #5 0 6 2. Reinforcement to be some Dar size and 2/3 the _ 4" Chamfer spacin4 adjacent reinforcement shown on et I - See "Slope Paving- t - - Placed parallel "End Diaphragm Detail'. ph Full Slope" Sheet to girder a1 tot 6 I See Note 3 24" GAS LINE END DIAPHRAGM OPENING DETAIL Architectural Prestress I �i •_y_p• 2 Treatment ex+end anchorage 1'-0' below FG recess and #6 0 12 grillage LJ Notes: 2" clr 3" typ elr 1 _ - -- #6 L� 0 12 1. For abutment architecture treatment details, see "Concrete Barrier and 0 Architectural Treatment Details" sheet. #6 0 12 2. For drainage details, see "Structure Approach Drainage Details" sheet. • tt1�0 B Tat 10 ttT L— 0 6 3. For utility opening details at 1i0 #q 0 12-J#B x 6"-9" dash girder (Ada!tional Ancnorage 15•_q•• and diaphragnl see S+d Plan D-3 Except for 29 0 as line, see ® 12 Zane Reinf) tt1 L -J +o+ 5 24" Gos Line End Diaphragm Opening Detail" 4'-9" 5'-3" 5'-9" Additional Anchorage 10'-0" #8 tot 5 Zone Rein{ SECTION A—A END DIAPHRAGM DETAIL Ba -s RENFR O ROAD O VER CR O 33ING J. Lelm6orgor A. zneng Androuah Donlodane RVEx ABUTMENT DETAILS NO. 1 A. Zhenq FROJECT CRI- 56CE6352 wz.®e J. Lelmpe rg er WES sw PARKWAY - PHASE SC ey soul CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 17 7726 I --------------------------------------------- ----------- —125-1Z8_J ABUTMENT 1 WINGWALL ABUTMENT 3 WINGWALL No scale No scale 20"-0" %—� Abut i Erg 11 —1 tot 2 See Nate 1 Abut B Structure approach AS BUILT CONTRACT No. fi q W C C.C.A. DATE If — 13 ---2Z) S R.E. NAME 01(9. I ti114-+62FEl I Ana,OWn oamenane R.E. Signature r(fAolapproval Cone ea Prier 14f0 Was s „E Ei o, ra iPL srvEErs 50C-0352 #a 012 Type 26 (Mod) side face pNaJE<r Exs1xEE6 na 34a #5 X012 ii Po WESYSIDE PARKWAY - Pam BC opwrerse°,Ni ,E° J. Suk #SLm 1 �` L #SLm 1 _ Sidewalk P o3]�B-i•_Dn a c a 26 c g c °mu°ue 4" - 1O 's q•• -2% °i 'E Approach �` - _ _ 1 I Slab 7 #4 U m 18 b #4 °J -0 m G #4 m 11 .. 09-28-12 0 18 m 18 1 •_0 tt4 U m 18 HEsuiEnco ova E941XEE1 PLANS 0 TE 4 u (418 outside face 1, 0•• IF^ #5 #5 t0+ 4 Pl�ePored -Fora #5 X 5�-10" tot 4 CITY OF BPKEFRSFIELE) NOt25: Notes: outside face G¢OCOm Osiie Drain P 1501 TRUXTON AVENUE BAKERSFIELU CALIFORNIA 93301 1. For information not shown, see detail No+e: at West side of Abut 3. Relnf shown is In addition to Point P rap - - o d byv 2. Reinf shown is in standard addition to reinf in in standard plan. w �� #4 +at 2 plan. tt4 m18 FG AT ABUT 1 AND /� AT EAST SIDE OF ABUT 3 WEST SIDE OF ABUT gym Ra�' SECTION X- X —3 s+rua+are opprooch r� Abut Erg ABUTMENT 1 WINGWALL ABUTMENT 3 WINGWALL No scale No scale 20"-0" %—� Abut i Erg 11 —1 tot 2 See Nate 1 Abut B Structure approach -I A, k ----mid — ---- e5�tot 4 iE�� ^ each race 1 #4 m 18 Interior shear key inside face tt4 0 12 face #4 outside beyond #q e5a—tm 9 asYond each {ace L ---T� -r- See Note 1 tt9 0 9 inside face E i I #11 E- el2 SECTION II II I I I I)/,"=l'-0' v B._0.. a—#q LI m 18 #B —1 a 9 AS BUILT CONTRACT No. fi q W C C.C.A. DATE If — 13 ---2Z) S R.E. NAME 01(9. I ti114-+62FEl I Ana,OWn oamenane R.E. Signature r(fAolapproval Built 801 kI 14f0 Was -- -I A, k ----mid — ---- e5�tot 4 iE�� ^ each race 1 #4 m 18 Interior shear key inside face tt4 0 12 face #4 outside beyond #q e5a—tm 9 asYond each {ace L ---T� -r- See Note 1 tt9 0 9 inside face E i I #11 E- el2 SECTION II II I I I I)/,"=l'-0' v B._0.. a—#q LI m 18 #B —1 a 9 J. Lelmnereer I Ana,OWn oamenane °"'°°`"°' ABUTMENT DETAILS NO. 2 -- 50C-0352 #a 012 Lwlmuer9er side face pNaJE<r Exs1xEE6 iL- --- ii Po WESYSIDE PARKWAY - Pam BC c K. HlcKey ,E° J. Suk RETURN WALL DETAILS v L _ J J o3]�B-i•_Dn a 26 g _ -#4 Us 12 - I 7 #4 U m 18 G #4 m 11 TE outside face #5 #4 0 18 Notes: outside face 1. For pilaster details, see #4 +at 2 tt4 m18 FG 6 "Abutment Details No. 3" and Architectural - w� TConcrete reatment Details"and tt4 m 18— #4 J +o+ 2 Concrete Barrier not shown for el or ity. 1-0" Concrete Barrier not shown for clarity. ABUTMENT 1 WINGWALL DETAILS ABUTMENT 3 WINGWALL DETAILS SECTION E -E ]fie RENFR O ROAD O VER CR O S SING I, AAWN• J. Lelmnereer "n A. then¢ Ana,OWn oamenane °"'°°`"°' ABUTMENT DETAILS NO. 2 -- 50C-0352 Lwlmuer9er A. mane pNaJE<r Exs1xEE6 --- Po WESYSIDE PARKWAY - Pam BC c K. HlcKey ,E° J. Suk 206 08 CIwN TY OF BAKERSFIELD - PBBLIC WORKS DEPARTMENT '"-' a 26 12.5-178 3•_4 D WW L°L— Sitlewalk �\ x � a B 8 1" Notes: 1 -°" Exp Jt 1. For V. dimensiai 2. For Pilaster re Edge of tleck Di see 'End Pllaste Exterior £ace of x Mote the size o exterior girder pilaster at the ab, ❑imensions do not arehi+ee+ural +reed DETAIL 1 Type AL Seal #4 f--1 k5 SECTION D -D i� tot yo Cor SECTION A -A er J. LeimbergerA. 2M1eng Androwsh Danl®Mans r J. Lelmber9er A. 2L n9 PPm[ti ervew[[a r K. XiCkey J. SOK is-mnsz ABUTMENT DETAILS NO. 3 z.eg' WESTaw PARKWAY - PHASE 6C CITY OF BAKERSP/ELD PUBLIC WORKS DEPARTMENT ------------- -- - ---- ------------------------ -- --------------12.5-178_, --------------------------------------------------------------------------------------------------------------------------------------------------------------r I ff— s aEr s EErs ns u14tat 16 (9 band les)x�vix (� 6w v CIVIL 4Iexterlor 09-28-12 ulrvs PPvaoV9t InTe Bent 2 Rr e p a r-FCITY OF BAKERSFIELD 1501 TR IlXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P-aF,—Ked bya Etlge of deckOutside face of girder LT CONTRACT No. AS9 W �4 ,�f C.C.A. DATE 3- R.E. NAME _R.E.NAME �. Signature o final approval Built information ips Notes. 1. For Fasting Details see "Bent Details No. 1" sheet. 2. For foundation layout, see "Foundotian Plan" she¢t. 3. Any column main bar in conflict with the prestressing ducts may be baked in bent cop to clear these ducts. 4. Service splicing shall be used far bent cap a longitudinal reinforcement. 5. All hoops are ultimate butt spliced continuous. 6. For Sections A -A, B -B, C -C and D -D, see "Bent d Details No. 2' sheet. i. Far Section H -H, see "Bent Details No. 3" sheet. 8. Harimntal ties shall be hooked around vertical stirrups. Legend: a Indicates bundled bars RENFRO ROAD OVERCROSSING 3352 BENT LAYOUT Is WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT IB'"` ""z6 ELEVATION C Exterior Column Symmetrical about +yp � Structure I Renfro Road tt14 tot 18 (9 — bundles) w. CM1enm "C' Line Zns ,w ovensmxr discontinue bundled bars at Zne outsitle face of exterior girder A, HiCk¢y J. Suk x arc op[ Outside face of exterior girder II � II II II I II Edge of �I LI IILII __,J — —_______J I LIII am_, __JIII LIII ______ I tleCk II _IIII I I II _i_____, rI fi I xLIII ____________JI _ I 11 ___r -______ rJIIII IlI I utside face of IIII exterior girtl I I I I I I I I I Edge of closure pour Top r in£ shown Bottom rein£ shown PLAN s1 ,._,'-D.. ff— s aEr s EErs ns u14tat 16 (9 band les)x�vix (� 6w v CIVIL 4Iexterlor 09-28-12 ulrvs PPvaoV9t InTe Bent 2 Rr e p a r-FCITY OF BAKERSFIELD 1501 TR IlXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P-aF,—Ked bya Etlge of deckOutside face of girder LT CONTRACT No. AS9 W �4 ,�f C.C.A. DATE 3- R.E. NAME _R.E.NAME �. Signature o final approval Built information ips Notes. 1. For Fasting Details see "Bent Details No. 1" sheet. 2. For foundation layout, see "Foundotian Plan" she¢t. 3. Any column main bar in conflict with the prestressing ducts may be baked in bent cop to clear these ducts. 4. Service splicing shall be used far bent cap a longitudinal reinforcement. 5. All hoops are ultimate butt spliced continuous. 6. For Sections A -A, B -B, C -C and D -D, see "Bent d Details No. 2' sheet. i. Far Section H -H, see "Bent Details No. 3" sheet. 8. Harimntal ties shall be hooked around vertical stirrups. Legend: a Indicates bundled bars RENFRO ROAD OVERCROSSING 3352 BENT LAYOUT Is WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT IB'"` ""z6 AnOroush Uanlellans 12.5- ELEVATION w. CM1enm A. Zns ,w ovensmxr L Peyes o A. Zne A, HiCk¢y J. Suk x arc op[ AnOroush Uanlellans 12.5- TYPICAL FOOTING PLAN =/s' = v -0- .1Z Column ;hitectural treatment 'end 1'-0" below FG FG u5 6 12 Hook around top & bot mat, place outside key area lboth ways) 1 B 12 TYPICAL FOOTING DETAIL ------------------------ it AS BUILT CONTRACT No. T9141.04 C C.C.A. DATE , /3 -.2�1 R.E. NAME/%% P. E. Signature f r f kal approval of As -Built information Ntee: 1. Additional column area at left and right column where applicable to create a flush surface with face of bent cap. 2. For architectural treatment see Concrete Barrier and Architectural Treatment Details" sheet. 3. Service splice shall be used for hoops ,n the footing. RENFR O ROAD O VERCR O S SING pan1a°°as a.�o.E �� BENT DETAILS NO. I ca sec-EB2 2.08 E, WESTSIDE PARKWAY - PRASE BC cur OF BAKERSFIELD - PUBLIC WORKS DEPARTmEN I„'"`0; -------------------------------------------- --12.5-178_1 sxecr suEe.s •`f` SLI ♦� x1 VILA PGe.vA cx�' 09-28-12 Column semsclr,L ENGINEER >Lnrvs APPROVAL --- CITY OF EiAKERS FIELD CITY 0Iad KEFR Nate 1 3'-0" 5 Q 6 hoap5 O 1501 TRII%TUN AVENUE (SeeEx (ExteriorW BAKERSFIELD CALIFDRNIA 93301 column only)ithin footing ee Note 3 Pra-o-ad bya M� � Bent 1" e%pan.iD. Joint filler d Key u10 tat aen surface(Galvanized)plitude SECTION E-E /i' = 1'-0" AS BUILT CONTRACT No. T9141.04 C C.C.A. DATE , /3 -.2�1 R.E. NAME/%% P. E. Signature f r f kal approval of As -Built information Ntee: 1. Additional column area at left and right column where applicable to create a flush surface with face of bent cap. 2. For architectural treatment see Concrete Barrier and Architectural Treatment Details" sheet. 3. Service splice shall be used for hoops ,n the footing. RENFR O ROAD O VERCR O S SING pan1a°°as a.�o.E �� BENT DETAILS NO. I ca sec-EB2 2.08 E, WESTSIDE PARKWAY - PRASE BC cur OF BAKERSFIELD - PUBLIC WORKS DEPARTmEN I„'"`0; -------------------------------------------- --12.5-178_1 rL Bent Limit of Bo -5 or BO -5 Column #14 #11 Edge +Yp 5-1 5-11 m I * Typ tap slab re enforcement v� i 4" fillet (typ) 1 e� Z E tot 18 (9 � buntlles) Or r - tF 1Y-0" typ n #10 tot Tkk 1 #9 C tot 4 f j S E r R of cap #6 hoop tt6 stirrups bottom slab reinforcemel Alt ties #6Ejstirrups s, 2" clr -6 #14 +o+ 18 typ (9 a buntlles) Etlg Indicates clearance to mainIIS-y�{ cap rein£ofa mens, tt6stlrruPs SECTION Q- Q Place rein£ s required (within column) to clear prestressing ducts. (outside column) SECTION C -C k,—q. Bent Y4" = 1'-0" tt5 m 6" Limit o£ No -5 or BO -5 typ 5-1 5-11 Q Column 3" 4'-0" Ion IV 5._D.. 2" alr typ --------------------------------- —'I -U Lap BUILT �l?/�� C.C.A. DATE 5 EATS - Wl f R.E. Signature ASt ties tttt tat Note: Dimensions do not include architectural treatment. 1 #6 stirrups .so I � � Beni �� Architectu I f #4 ❑ m 12 'm.11v1L Tw ewiA +re.I ment REU15TEED c1VIL ENGINEER Puxs I 1 Prepor-n' fore CITY OF BAKEFRSFIELD 1501 TRIIXTON AVENUE #5 tot 4 BAKERSFIELD CALIFORNIA 93301 Bent extend 18" #6 hoop Note: For information not shown,nto ben+ cap smn wsasmnT --------------------------------- No+e: I. For bent cap stirrups spacing, see "Bent Layout" sheet. Legend: IX indicates bundled bars. SN pET TOTAL BUILT �l?/�� C.C.A. DATE 5 EATS R.E. NAME 7__/�, Wl f R.E. Signature zTs e44 of As -Built information Note: Dimensions do not include architectural treatment. .so �� f 'm.11v1L Tw ewiA 09-28-12 REU15TEED c1VIL ENGINEER Puxs 4vFxuv AL xA1E Prepor-n' fore CITY OF BAKEFRSFIELD 1501 TRIIXTON AVENUE BAKERSFIELD CALIFORNIA 93301 Bent zhenu Aneroash DoFlAll.oO Prepared by: BENT DETAILS NO. 2 smn wsasmnT A� ZM1eng vxWECT FHc1xEIs �cvn� 50[0352 Tnvnxm rnvw.rui No+e: I. For bent cap stirrups spacing, see "Bent Layout" sheet. Legend: IX indicates bundled bars. AS CONTRACT No. BUILT �l?/�� C.C.A. DATE /3 ZOIS R.E. NAME 7__/�, Wl f R.E. Signature orfoilapproval of As -Built information Note: Dimensions do not include architectural treatment. see "Section Column SECTION B -B Shown f remf not shown for clarity. Note: Dimensions do not include architectural treatment. SECTION D -D RENFR O ROAD O VERCR O S S/NO T.O.O. D A. zhenu Aneroash DoFlAll.oO BENT DETAILS NO. 2 smn wsasmnT L PeYes A. ZM1eng vxWECT FHc1xEIs 50[0352 roz.®ee5 _. WESTSIDE PARKWAY - PHASE 6C By SFRI D.. DATE K. WcKeY �D .I4 sax CITY OF BAKERSF/ELD -PUBLIC WORKS DEPARTMENT 12 12.5-178 Top slab reinforcement net shown for clarity 13"-0" .10 C vert U -bars tot 9, typ #4 Cryp Architectural treatment 1 #5 ver+ tt4 hertz column tyP main vert reinforcement Bo++om slab typ reinforcement + shown for Left exterior column shown, Clarity Right exterior column opposite hand BENT CAP CORNER REINFORCEMENT DETAIL �C Bent 4"-0' Lap typ .10 (bun ( air F:= IFnr rmati formation, sea "Section Note and see Note 1— oriz bars 12"-C", typ #9 C� tie Note: For informs+ion not shown, SECTION D -Ci see 'Section B -B" on "Ben+ De+ails No. 2' Shea+. = 1'-0" Edge of cap Edge of #6 Tot 8 SECTION F—F Column 1'-6" _0.. fL Exterior #5 �— nap and tie 0 column Hack around intersection rL Exterior COlvmn of horia & vert J-burs ANINDIDD (Tot 4 a i= 28) Edge of Aeck�J I I Bent main cap rep I I I .10 (bun ( air F:= IFnr rmati formation, sea "Section Note and see Note 1— oriz bars 12"-C", typ #9 C� tie Note: For informs+ion not shown, SECTION D -Ci see 'Section B -B" on "Ben+ De+ails No. 2' Shea+. = 1'-0" Edge of cap Edge of #6 Tot 8 SECTION F—F Column 1'-6" AS BUILT No. 79 GI/�� C' ��/2— 7n/s r R. E. Signature forifi al proval Left edge f I deck I ttq 018 I I I 1 I I I 1 I Architectural treatment I I I 1 I I I I 1 44 018 I I I 2" clr #5 Tot B Extend 4'-6" into bent cap SECTION H—H A. ZM1en9 vDD"g F_A1L1¢h Oanlellans FmxEEA Exsec-B3sz A ZM1 unez Pov J. SUR 2,0B Column far al not �I spawn far sa -D' of As -Built information see "Section o'Is 11 on "Bent Details No. 2" sheet Note: 1. Eor atlditional reinforcement not shown, see Section B -B" o "Concrete Barrier �Z Bent antl Architectural Treatment Details" sheet. Lend: � IndicoteS bundled bars. RCNFRO ROAD O VER CR O S SING BENT DETAILS NO. 3 WESTSIDE PARKWAY - PRASE 8C Y OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT SXEEi OLL c. SXEETs 0 2t9 >« O 46 ANINDIDD Iv�L`ec x a 11 "^ Cu G— 09-28-12 FEmsTERED AblL ErvvmEEF DATE Pro - I T -- CITY OF BAKERSFIELE) 1501 TRUXTUN AVENUE BAKERSFIELU CALIFORNIA 93301 PAr—apa�ad bya rrLBent ".p0..'w'n� unmrvun..m� Bent cap main remf AS BUILT No. 79 GI/�� C' ��/2— 7n/s r R. E. Signature forifi al proval Left edge f I deck I ttq 018 I I I 1 I I I 1 I Architectural treatment I I I 1 I I I I 1 44 018 I I I 2" clr #5 Tot B Extend 4'-6" into bent cap SECTION H—H A. ZM1en9 vDD"g F_A1L1¢h Oanlellans FmxEEA Exsec-B3sz A ZM1 unez Pov J. SUR 2,0B Column far al not �I spawn far sa -D' of As -Built information see "Section o'Is 11 on "Bent Details No. 2" sheet Note: 1. Eor atlditional reinforcement not shown, see Section B -B" o "Concrete Barrier �Z Bent antl Architectural Treatment Details" sheet. Lend: � IndicoteS bundled bars. RCNFRO ROAD O VER CR O S SING BENT DETAILS NO. 3 WESTSIDE PARKWAY - PRASE 8C Y OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I of 54,_4.. _ L 51•_4„ Stage 2 Construction 1'-0" Stage I Construction � rL Renfro Road ("C" Line) 6'-0" 48,_0" 43,_0•• 6'-0" 1'-0' SW 5'-4"y 41"-6' 33'-0" W-9,SN 0,. 1 Additional bot Note 2 longitudinal rein£ 76�r � u4 0 12 5-2" drip groove t6 tobay Notes: typ Future a#ilitY 23'-0" 1T g„ ­� slabs shall be "Service spliced'. Y p 'YPICAL SECTION y opening 3"-0" Closure / so-5\ 67-t B8-5 T 'Additional Girder Reinforcement sheet. - m a pour Profile Gratle W - I 5 -zr. -22 treatment. 4" Fillet 1 typ 5. For archtey+ural details, see Concrete Barrier 1tyP -A 1 C 1 0 „� N N5 RENFR O ROAD O VERCR O S S/NO - w n. zM1en9 Anarousle mnlenans TYPICAL SECT/ON " L Re Yes A. ZM1en9 r5ocaeT exmxEEH 50C-0352 m 5v , w,u •052.085 WESTSIDE PARKWAY - PHASE 6C I'-6" L Spaces A, 9'-4' - 46'-8" 9'-4' 5 Spaces 0 9'-4" - 46'-8' TYPICAL SECTION 51/v Const it BO -5 5-2 2 2'-6" #5 Cant ap tot 6 typ Const it typ .8 tot 2B]-1 p ty B-1 I15 0 12 max lC.UX'DATE � -/3- R.E. NAME /Z. 4:;� . SHEEP SHEETS 250 "1 on— WLIANS C K191 Ago of ° eco 6w� 1[vIL 3„q f i q q ua� 09-28-12 Hausreseo crva Excwees vuxs ArPxovAL xnre R -a pored ITV CITY OF BAKERSFIELD 1501 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 R—e p orad "m -Typo 6a trierAo'COM 26 (Mod) -iuxgfummr typ typ FALSEWORK RELEASE Architectural Alternative 1: treatment, tyP FCISewark shall be releosed as soon as permitted by the ,See Note 5) specification. Closure pour shall not be placed sooner than 60 days after the Falsework has been released. Alternative 2: Falsework sholl not be released less than 28 days after the last concrete has been placed. Closure pour shall not be placed sooner than 14 days after the falsework has been released. u5, S =11" W 80-5 5- or B0-5 5-10 I1 Place bars perpendicular B Girder (typ)---,, to "C" Line Concrete 11_5 - barrier -#4 Cant 1'-7 1'-]" Additional fop (Tye) 26 0 18, tyD }yp typ longitudinal rein£ Note 2 #5 Cont �n5 tot 2 Brick texture a tot 6 per bay, typ x5 tot 2 4 u5 0 9 max cont L.,, tot typ - Exterior girder Per bay Architectural YS of �' p 11{5 0 12 +ax, a5 tat 7 Per bay .51[5tirrup (Note 5)Treatment E 1. R. E. SignatuAUor final approval of AS -Built information F° mx .1.Hsmw yp - x er or gl rder _ L � typ 9 Additional bot Note 2 longitudinal rein£ 76�r � u4 0 12 5-2" drip groove t6 tobay Notes: typ 1. All longitudinal reinforcement in deck and Soffit ­� slabs shall be "Service spliced'. 'YPICAL SECTION 2. For additional longitudinal reinforcement, / so-5\ 67-t B8-5 'Additional Girder Reinforcement sheet. Far utilities, see "General Plan' sheet. For utility opening table, see "Miscellaneous - Details No. 1" Details 4. Dimensions do no+ include architectural treatment. 5. For archtey+ural details, see Concrete Barrier and Architectural Treatment Details" sheet. RENFR O ROAD O VERCR O S S/NO - d. a�iao�e.a n. zM1en9 Anarousle mnlenans TYPICAL SECT/ON " L Re Yes A. ZM1en9 r5ocaeT exmxEEH 50C-0352 5v , w,u •052.085 WESTSIDE PARKWAY - PHASE 6C K. HlckeY cu J. Suk CITY OF BAKERSF/ELD - PUBLIC WORKS DEPARTMENT 14 26 19 S-178 rk Abut 1 Brg • �CL Ben+ 2 Sewer sheet line soffit Opening tot 2 ---_---__------ Ij ------ U -pm -a+ bent, +Yp --- Face af----- Gli-tler see Miscellaneous Details No. 3" Girder Ede9of deck ex+en or girder flare 18 12 L So£fit access opening, Tye tYp t ------------ Vent holes 8T-1 See Note No. 3� End diaphragm, +yp UON 16 U-3 Q Girder typ ISO DON closure pourBot tam fore, see "longitudinal Section" sheet --- nl Ren e m. SXEEIS Water main soffit opening tot 2 PLAN OAIVIA,' 251 A, -6' es'�nPt- typ e/ - - OR - 18 12- - - - - 12 18 O O IL A t r bu 3 Erg 3iwf „vd - Face of 16'-0" exterior girtler fll-doa 09-28-12 resmsrereEo cine exc1INe¢k PLANS APPROVAL osrE GIRDER LAYOUT a. L. Reyese CITY OP BAKERSFIELD WESTS/DE PARKWAY - PHASE SC I50I TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 FutureP--,,r--1 OFF °ere bye K. Hickey u -e utility J. Suk aroM m .sam.mFsivn.n�e'�". — CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ISO DON closure pourBot tam fore, see "longitudinal Section" sheet --- nl Ren (v -LI See Not AS $UILT CONTRACT No. �7 w�6C C.C.A. DATEe2D/S— R.E.NAMEJW.�. I Ro i R.E. Signature fo i a approval i 65 -Built information 1. Flare length measured along D girder. a 2. For information not shown, see d "Longitudinal Section" sheet. d 3. For 24" gas lineopening of the end diaphragm, see '24" Gas Line End Diaphrogm Opening Detail" ° on "Abutment Details No. 1" sheet. Legend: 18 Girder stem width in inehes, sea Bi -1 5-11 5-L0 5-11 �a Water main soffit opening tot 2 PLAN see "Miscellaneous DataiIs" sheet •11'-6" F -6' typ - - OR - 18 12- - - - - 12 18 O O - - _____________- ---__________________ 16'-0" Girder Edge of deck flare - Face of 16'-0" exterior girtler fll-doa 3•• 00-5 or BO -6 5-10 3 e BO -5 or BO -5 °"'°""°' (v -LI See Not AS $UILT CONTRACT No. �7 w�6C C.C.A. DATEe2D/S— R.E.NAMEJW.�. I Ro i R.E. Signature fo i a approval i 65 -Built information 1. Flare length measured along D girder. a 2. For information not shown, see d "Longitudinal Section" sheet. d 3. For 24" gas lineopening of the end diaphragm, see '24" Gas Line End Diaphrogm Opening Detail" ° on "Abutment Details No. 1" sheet. Legend: 18 Girder stem width in inehes, sea Bi -1 5-11 5-L0 5-11 �a ---------------- -------------------- ----- - 12_5-178_ J PLAN RENFR O ROAD O VERCR O SS/NO - "+a. aam a. zhenq And—S, Dnmelmns °"'°""°' GIRDER LAYOUT a. L. Reyese aHoucr ervclxssR 56C-6362 meng WESTS/DE PARKWAY - PHASE SC •2.685 OFF °ere K. Hickey J. Suk m CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT °7' rei s 26 ---------------- -------------------- ----- - 12_5-178_ J -.------------------------------------------------------------------------------ ___-------------------------------------______----_—.—__ LONGITUDINAL No Scale SECTION BB -5 CAMBER DIAGRAM No Scale Nate: Camper does not include allowance for falsework settlement. C sx aEr rorni sncErs ov vw( 392 399 MttV Br9 .o .P rva AA', 09-28-12 eemsreAK IKK- ALsDgI1 PUNS APPROVAL DATE Y L 0 QCT1ad for: TY of BAKERSFIELD 1501 SFIELDN AVENUE BAKERSF[ELO CALIFORNIA 93301 of no P—ID—d by: Rent AG—CM— access opening and main soffit opening e 2) (typ) PRESTRESSING NOTES 270 ksi Low Relaxation Strang: (Stage 1) (Stage 2) Right Structure Left Structure AS BUILT CONTRACT No /,w /,7/pe'l e- C.C.A. DATE'/3- Za/� R.E.NAMEzg26;;%/yf6,erfi� R,E. Signature oinalapproval of As -Butt information jack = 7700 kips 7700 kips Anchor Set = % inch = 3% inch Total No of Girders = 6 = 6 I^. Friction Curvature Coefficient P = 0.15 Friction Wobble Coefficient K 0.0002/ft Distribution of prestress force (Fook) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders shall not exceed 725 Kips. ,ancrete: f� = 4.0 Ks! at 26 days fat = 3.5 Ksi at time of stressing Contractor shall submit el.mg.tian calculatia's based on initial stress at A = 0.88 times jacKing s+rens. Left end stressing shall be performed. of 9 Legend; u Theoretical point of no movement Nates: 1. For additional girder reinforcements, "End Diaphram gOe+ail" on "Abutment Details No. 1" sheet. 2. Far information at Shown, See 'Girder Layout' sheet u RENFR O ROAD O VER CR O S SING L�0352 LONGITUDINAL SECTION - �,oe` WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 16'7-2G --------125 34 - - - - - - - - C- Girder 26 0 40 34 26 0 2] 33 34 26 n40 34 26 2] 33 - - - - - h= Girder ADDITIONAL TOP LONGITUDINAL REINFORCEMENT 1/4--= 1'-0'• 35 m� 25 - - - - - Z Girder 25 35 25 - - - - - -- - - - - - - � Girtler ADDITIONAL BOTTOM LONGITUDINAL REINFORCEMENT 1/4.._ 1'-0.. Notes. 1. All bars are .11. 2. Number at end of bars indicate distances in feet from G Bent 2. 3. All Reinforcing not shown for clarity. AS BUILT CONTRACT No. 7"'? 2 ti' C.C.A. DATE — ZS R.E. NAME >. 6_JJJ,f�S�,s R.E. Signature or innl approval of As -Built information SXEET TOTAL RENFR O ROAD O VER CROS SING _ NO. SHEETS pulnoeAc. A. zheng Anel D.P D—S °"'°""°' A'S',0A BI Hicke 11 HHOEAT ENUNEEH 56C-6352 -_ AN T • PoSL WESTS/DE PARKWAY - PHASE 6C " R. Hickey J. Suk J. M.✓3H, �' 09-28-12 HEG1sTn"LU nvR LNUD—H PLANS APPRDVAL DATE Pr eo rto CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT CITYOF ESAKERSFIELE) 1501 TRU%TUN AVENUE 6ARERSFIELD CALIFORNIA 93301 P ---orad I, - A ---CM Notes. 1. All bars are .11. 2. Number at end of bars indicate distances in feet from G Bent 2. 3. All Reinforcing not shown for clarity. AS BUILT CONTRACT No. 7"'? 2 ti' C.C.A. DATE — ZS R.E. NAME >. 6_JJJ,f�S�,s R.E. Signature or innl approval of As -Built information ------------ I RENFR O ROAD O VER CROS SING _ • J. pulnoeAc. A. zheng Anel D.P D—S °"'°""°' ADDITIONAL GIRDER REINFORCEMENT Hicke zneng HHOEAT ENUNEEH 56C-6352 -_ T • PoSL WESTS/DE PARKWAY - PHASE 6C " R. Hickey J. Suk J. OBA CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT mEa:"26 ------------ I Wing wall Front face /C1 of barn.¢./ Longitudinal const joint (See Note 2) ]__ BB or EB Bridge A PLAN No Scale „ELT Roadway "b" bars pavement deck 6 Lane line,typ A 4 be Pay limits for Structural Concrete Approach Slab 4 #5 G06 #6 ® 6,"a" bars WW LOLL #5 tot 3 3" Slatted plastic #5 6 12,"b" bars 2" clr pipe, see note 3 See Note 1 #6 m 12 fyp #5 x 5'-10" O 9 o See }"Road Wing wall- _ 1:1 Plans" Expansion B„ tt5 a to Match de joint filler g Construction joint TPB � #5 0 12 Antietam Far roadway structural Drysfack section untler approach texture Abutment backwall slab, see "Rood Plans' F SECTION A—A No Scale -' ° mx cvsxsmm AS BUILT CONTRACT No. P6 C C.C.A. DATE3- R.E. NAME 1,�i��6 e ZF R.E. Signaturefor bnal approval of As -Built information -------------------------------------, Si tlewalk s�.wa `— 09-28-12 onr[ Pr¢parod Tore CITY OP C30KERSFIELE) 1501 TRUXTUN AVENUE 6 5¢¢ Nat¢ 5 OAKERS FIELD CALIFORNIA 93301 fi" x I/" plate BB or EB Praporad by: EDGE ANGLE DETAIL aCOM No Scale /z° me. 9" 6' x W plate (Galvanized) 'See "Edge Angle Detail") Pourable Structure approach seal 2" P. %" x 12' x B' {lai bar ® 12° centers Place %° hand ... d between Slab and sidewalk support bracket, with Smooth side toward Support bracket DETAIL B No Scale Ba r�ier� 11-5 Type 26 (Mod. - 3'-0" See "Detail B" dewalk 0 9 T -I E �nn 'eocampasite TPB' ]rain Filter fabric Note: Reinf in sidewalk structure approach and wing wall not shown for clarity. SECTION B -B No Scale J. Buinovev A. Zhel L Beyes A. IDai I:. Nicker J. wk Notes: 1. Adjust bar reinforcement to clear a Sawcut for sealed joint. 2. Longitudinal construction joints, when permitted by the Engineer $ball be located on lane lines. 3. For drainage details, see "Structure Approach Drainage Details" sheet. 4. At the contractor's option, Approach slab transverse reinforcement may be placed parallel to paving notch. Spacing of transverse reinforcement is measured along "C" Line. 5. End angle or plate of end of structure approach. RENFRO ROAD O VER CR O SS1NG fk Aaarousn ban�euans°"03 50C- 0352 STRUCTURE APPROACH TYPE EQ (10) uecr snEaTsF 2.08 WESTS%DE PARKWAY - PRASE SC 4%l ► OF ffAKERSF%ELO - P 1 WORKS DEPARTMENT 1e"o,"'-2s �¢ 12.5-178_J „ELT I.T.l 0. Amalls 28< 344 (eryz ISN LEVIL µsen Si tlewalk s�.wa `— 09-28-12 onr[ Pr¢parod Tore CITY OP C30KERSFIELE) 1501 TRUXTUN AVENUE 6 5¢¢ Nat¢ 5 OAKERS FIELD CALIFORNIA 93301 fi" x I/" plate BB or EB Praporad by: EDGE ANGLE DETAIL aCOM No Scale /z° me. 9" 6' x W plate (Galvanized) 'See "Edge Angle Detail") Pourable Structure approach seal 2" P. %" x 12' x B' {lai bar ® 12° centers Place %° hand ... d between Slab and sidewalk support bracket, with Smooth side toward Support bracket DETAIL B No Scale Ba r�ier� 11-5 Type 26 (Mod. - 3'-0" See "Detail B" dewalk 0 9 T -I E �nn 'eocampasite TPB' ]rain Filter fabric Note: Reinf in sidewalk structure approach and wing wall not shown for clarity. SECTION B -B No Scale J. Buinovev A. Zhel L Beyes A. IDai I:. Nicker J. wk Notes: 1. Adjust bar reinforcement to clear a Sawcut for sealed joint. 2. Longitudinal construction joints, when permitted by the Engineer $ball be located on lane lines. 3. For drainage details, see "Structure Approach Drainage Details" sheet. 4. At the contractor's option, Approach slab transverse reinforcement may be placed parallel to paving notch. Spacing of transverse reinforcement is measured along "C" Line. 5. End angle or plate of end of structure approach. RENFRO ROAD O VER CR O SS1NG fk Aaarousn ban�euans°"03 50C- 0352 STRUCTURE APPROACH TYPE EQ (10) uecr snEaTsF 2.08 WESTS%DE PARKWAY - PRASE SC 4%l ► OF ffAKERSF%ELO - P 1 WORKS DEPARTMENT 1e"o,"'-2s �¢ 12.5-178_J ---------------------------------------------------------------------------------------------------------------------------------------------— II sxEE. TOTAL I 3'0 Plastic pipesx°eEn es ' I (Unslottetl) Top of slope 10'-0"-Limi+s of For outlets details, Wingwall, typ Geacomposlte Dram End of see "Slope Paving- — Approach Slab a° 1i Full Slope" sheet 3" Plastic pipe (Slot tea) rvrt 3" Plastic pipe I G G DaP oe Io sesrsrexco a ervcweex u nT[ I I � y PraPorad rtora PL T02 Of sla E 11n CITY OF BOKEP.S FIEL C) p V O BAK SFIELDN AVENUE F F BAKERSFIELD CALIFORNIA 93301 Geocamposite orcin $}rUC+Ure Pwr _ya /P�o�r� ad by: II Ann roach 'o 3" Plastic ipe Aq---C � WnelattedP Geopomposite E II dram .E See "Drainage II _ Details' I E a I I I I I I ll CANTILEVER WINGWALL 1 Abut 3 shown, Abut , similar. Structure i SECTION F -F Approoa I TYPICAL PLAN No Scale TPD INo Scale I I I 41 I I Geocamposite — 56— Geocamposite. LGesite drain drain L Geocompasite 3" Plastic pipe Filter Fabric fabric drain (Slotted) 3" Plastic pipe sticppe(Slottad)ed)TPB Top ofabtentCend B or retaining wallP )3" Plastic pipefootin ) (Unslotted)Drainage pad g SI (Minor concrete)� S I 4 1 0 4 Drainage Poll --- _0 v l ll WITHOUT FOOTING WITH FOOTING v OUT le+ 3" Plastic pipe (Slotted) e CONTRACT N . BUIL CANT( 6VERrWINGWALL y grade e DRAINAGE DETAILS Oa+lets Finished or No Scale Top of Abut footin $ SF TION G -G R.E. NAME Na Seale Edge of footing Not.: SECTION E -E - No Scale 1. For dimension, see 'Abutment Details No. 2" sheet. NOTE: Bends and junctions in 3" plastic pipe are 2'-6" radius In. j R. E. Signature,"foirqinallapproval III of As -Built information RENFRO ROAD OVERCROSS/NG x v. aamaxe�a mens anarAloynArmtlellrm,�lenans 9X0`°"°' STRUCTURE APPROACH DRAINAGE DETAILS L. Pe Yes AN ZbenO r ervmxern sec -0362 X x`91.9.Tr ercaer nson E — Poz.NB WESTS/DE PARKWAY - PHASE BC EoRe XE.,,,9x 1*. PUBLIC „ CITY OF BAKERSFIELD WORKS DEPARTMENT suEa"°'ZG -------------------------- --------------------------- ---------------------------- Antis Drys+ textu tyP °I Brick Texh vlt eXtL Soh Q Abut 1 or 3 Erg Antietam Drystack texture, tYP Q Spon 1 or 2 Antietam Drystack ! texture, typ Face of II J i Wingwall � � �. II I II11 B typ De+ail I, D B +YP Sheer ApExterior Shear Key SECTION A -A 4'• Antietam Drystack texture Her (Moal t5 0 12, hook onei+per girder gitudinal ,ars or girder stirrups SNETOTAL . 5 EETs 5i, ( p66 J9f A - Bent 2 V� Ral � crvrt3 Top of Concrete's u, x 09-28-12 — } Barrier Type 26 (Mod) N PECISTEFED c10IL ExGMEEP PLANS APP8 F Prep Orad i KER CITY OF BAKERSFIELD ,. Top o{ 1501 TROXT UN AVENUE t— ^/ N tleek BAKERSFIELD CALIFORNIA 93301 AP 76 IECW IRai- 3A > __ i — , Bottom of _ A > xl �` o" overhang ,vcnm°a,xaw.rn, �- at edge of B deck — %li' Amp. t ast Brick Texture Column 6 A. zoaag Aadroush @ameuans .L.h@352 " CONCRETE BARRIER AND ARCHITECTURAL TREATMENT DETAILS L. PaoA.d texture fi textunish, tyD WAITILEA BY Hickey K. N1➢key o v. suk 2.0BF5 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 2@510 26 Soffit .5— Bottom of f BARRIER ELEVATION AS BUILT 12 Max Overhang Na Scale CONTRACT No. Vert e rt & hariz B C.C.A. DATE 45, match radius of Architectural Treatment. Embed 2'-0" into deck Edge of R.E. NAME 2'-4" bent. overhang and pant or autm deck eBarrier e 26 (Mad) 1 Exp Jt Soffit DETAIL 1 Banc Deck Yp - D ,E. Signaturefooin a p vol -0" JI As -Built information tt4 F1 ry Top of Top of 0 18 sidewalk Dana Data 1yry Deck Deck 1" Clrtyp6L L 8 18 'nf PermissibleS5rl—cons+ jta 18 ------ •I Antietam tt5 BrYs tack tt4 Cont 6 18'_, texture #4 x I'-6" total 4 Min I ; m 18 Deck m Antietam Reinf Brick tt5 Drystack Bent End Texture texture �' cap Exterior diaphragm Note: For details not Shawn, see 11-59 I L------ shear key Girder re inf L--------- & Pilaster N/{ TYPE 26 BARRIER (MOD) DETAIL Sandblast texture Column Abut seat No+e: SECTION B -B SECTION C -C SECTION D -D 1. Dimensions da not include architectural treatment, RENFR O ROAD O VER CRO S S/NO ---- J. a„mo,.e,.a 6 A. zoaag Aadroush @ameuans .L.h@352 " CONCRETE BARRIER AND ARCHITECTURAL TREATMENT DETAILS L. PaoA.d WESTSIDE PARKWAY - PHASE 6C WAITILEA BY Hickey K. N1➢key o v. suk 2.0BF5 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 2@510 26 ----------- 1251 I------------------------------ - _.---------------------- -----------------'i 4'-0"Fty Mx � Brg Abut 1 or 3 10'-0" Max Span 1 or 2jA! leeabletyp 3B an ED PA aell RT RAILING ELEVATION trong 1-1 an £Il Y•tii•�-iSi��i7i�����•.i. �_��_�(�. ��K�1��1 F ' • I an Ma 1 . M� ne � n 1�iii��l R1 ...L... ein h3i i311M1141-- ' See Pilaster Cop Detail— #5 6 9 Each face - Face of exterior girder beyond — s� TYPICAL PANEL ELEVATION 11-5 Conc TYPc #4 F1 612 typ B11-51 Post anchc de+ai -Top of 5' x 5" x 9" sidewalk Past pocket -Conc Deck or tap of Structure approach An+ie+a: Drystoc tex+are Beat cap where applia. ble SECTION A -A D" 0•• A en th L72;% Abutment 1 Ecst sxEET D. rornL SHEETS Cana Barrier Type 26 (Moo) Abutment 3 East 9' - Abutment 3 West Br 399 Q Bent z p fence mesh, typ Canc Barrier Type 26 (Mol) rof ncrete Barrier e II II B1I-54 hII x Top aF pod) 2' i, I. For Pilaster reinforcement details OTye26T,M'of 'Abutment Details No. 2" sheet. .5 x 5'-10" tot 4 Wing wall 2. For Tube Splice Details, see 811_5, similar. _ C 3. Dimensions do not incluse TYPICAL SECTION architectural treatment. SECTION B -B SECTION D -D •_, ._0.. Pof -12 09-a8 RENFRO ROAD OVERCR03S/NG �lao.e a aag tl eush DualeDens e0o-Ee35z STEEL RAILING AND PILASTER DETAILS L. Reyes deck K ava ExsmrFa PL MS PozeaES WESTSIDE PARKWAY - PHASE 6C PrepO J. Suk CITY OFF 6PKERER SFIELO E�M0 15e1IETIIN AVENGE A BAKERSFSF ILD CALIFORNIA 93501 P �apored by: MCM g' f Street light anchor 1m>mors n xn + assembly, see Electrical Plan" /-5— tYp Miter corner frame P., aof nd toweld 6 6" Post it max, typ TOak weld strap frame +o HSS 3 x 2" Ili 2'4 electrical and HSS 3' x 3" conduit, see 6 6 max, +yp prova I I Elec+rical PlansO CAP DETAIL Taak weld meso to HSS members 3/4', .-0" 0 b" max, +yp pPost NG Strop plate '•W' ��_� Tubular frame, typ - Top of D" railing Conc Barrier 0" Type 26 (Mod) HSS 3" x 3" x$s'• Post CONC BARRIER & RAILI Location en th L72;% Abutment 1 Ecst 16'- Atru+men+ 1 West Cana Barrier Type 26 (Moo) Abutment 3 East 9' - Abutment 3 West Tubalar a ling R 3'i' x /g" strap £EXbI frame, typ COOL DECK Cana Barrier Type 26 (Moo) sltle Walk VIEW C -C 1" x 1" x .I So" 1�/z" 1"-0" 11-59 fence mesh, typ Canc Barrier Type 26 (Mol) Past II II B1I-54 hII Top aF 12.5-178 COOL DECK sltle Walk NOtES Past 2' Pocket I. For Pilaster reinforcement details Raceway at Abutment 1 and Abutment 3, see face 'Abutment Details No. 2" sheet. .5 x 5'-10" tot 4 Wing wall 2. For Tube Splice Details, see 811_5, similar. _ C 3. Dimensions do not incluse TYPICAL SECTION architectural treatment. SECTION B -B SECTION D -D •_, ._0.. _ O RENFRO ROAD OVERCR03S/NG �lao.e a aag tl eush DualeDens e0o-Ee35z STEEL RAILING AND PILASTER DETAILS L. Reyes A. Z11en9 vAWEC1 ENmxEEF PozeaES WESTSIDE PARKWAY - PHASE 6C K. Hickey J. Suk CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT E�M0 z1 z6 12.5-178 ---------------------------------------------------------------------—---- Approach SI 24" Steel Pipe Casir 12"0 x 24"0 casing end seal Casing Insulators Shall be installed within 12 inches of bothnds of CasinCasing Pipe. Casing Insulators shall also g installed every 7 feet on centers, or manufacturers recommendation, whichever is less. - 6 Glrtler PLAN Pipe Protection half circle, 20 P Stainless Steel, o to Supply Line ElA u o., °47E Limits of Payment for 1 , —Abut B.CkwCII Bridge AS DecUIr1r1klT0AP1F&l_ --t— L. Deal, R.E. NAME 6 Water LineR.E. Signature f r of approval LJ offit opening, See Note 1 .ffit see detail herein. e ` Seismic Expansion Assembly, typ Plrinformation e 'dap 4" minimum Clearance to concrete slab AT ABUTMENT i AND 3 WATER LINE INSTALLATION No Scale See "Exothe. Weld Detail" ! center about corners — of the opening L4"x YXI/" Electrical .bar (typ) 2" x/4" bars O. (tot 12) eq(fAa eB Provide 2'-0" .penin slack 1#5 n #5 additional Casing Size 0 T&B reinforcement +Yp Soffit chamfer no Diaphragm #5 x 7'-6" a all around SECTION B -B TW bath sides Note: All material to be galvanized after fabrication ABUTMENT WATER MAIN SOFFIT OPENING DETAIL No Scale Exothermic weld Pipe Clamp, .r Line Galvanizes Steel. Copper cable to type THW copper 2'-0" m L* Dedicated 6" min Anchor Bolt, W x +yp Galvanized Steel Tape wrap, leave vv - clean & dry with 6" embedment. (No outings) to make surface 2" Clear, ELECTRICAL REBAR BOND DETAIL sides and California Cos Company q••0 bottom 1'-6" W x 1'-6" 2x2-W12xW12 12"0 ELEVATION SECTION I Contractor to determine the final dimension +.king into account the thickness of the pipe coating. WATER LINE PIPE SUPPORT No Scale Al NLNI LAP No Scale Utility Opening Electrical .bar O. bonding cable. eq(fAa eB Provide 2'-0" .penin slack High voltage Casing Size line utility High voltage O.D. no Diaphragm opening line II�II,�L Electrical conduits - e CIVR1S uu ABUTMENT Y UTILITY OPENING 09-28-12 Electrical bonding Exothermic weld cable #1/0 AWG Copper cable to type THW copper rein{ Dedicated W x 1'-2" H #5 x 20' min W x 1'-2" length Tape wrap, leave vv - clean & dry Rubber Splicing compound smooth (No outings) to make surface for tape wrap, no Vale. DETAIL ELECTRICAL REBAR BOND DETAIL No Scale —TuDIS AE K. Hicks, Utility Opening Table O. SHEETS eq(fAa eB ]<9 .penin Size Casing Size U+iii+y Descrip+ion Size O.D. no Diaphragm I Bent Electrical conduits - e CIVR1S uu -- 09-28-12 ENGINEERTHEISTEGED MET PLANS APPRDVAL DATE E1 Pacific Gas & Electric Company 2-6"0 2'-D" W x 1'-2" H 2'-0" W x 1'-2" H - - TMCM ....."�'.m.• Gas line - Southern G1 California Cos Company q••0 20'0 1'-6" W x 1'-6" H 12"0 Gas line - SouthernCOLan G2 California Gas Com 24"0 3'-9" W x 3'-2" H 3'-0" IN x 3'-0" H 30"0 (6,l Water line - City of Bakers£ie ltl i2•'0 320 2'-6" W Y-6" H �J Dept of Water Resources x 24"0 line - City of Bakersfield OSewer Oe + of Public Warks 1010 2B"0 2'-2" W % 2'-2" H 20"0 Future Utility Opening - - 32"0 2'-6" W x 2'-6" H 24"0 —TuDIS AE K. Hicks, Epox^ coat hanger rod 1•_fi" �-1 �+., ,GSA i - Bridge deck 112..0 r— threaded /z" m PVC 3" x ]/e" b Y'j' IO PVC typ 6"0 Conduit, ty (Spocing = 7'-0" Max) E1 HANGER DETAIL No Scale Hex nut wit lock washer I each strap threaded rod 2 each hanger anger Lateral 1 Detail" L 4 x 4 x ]/g 7 -<Both legs R 4 x 4 x CIP %i°0 anchor bol+ w/ washer & nut, Aspacing at ,E;O max. djust P. ing when necessary to avo,a Conflict with prestressing duct HANGER LATERAL SUPPORT DETAIL No Scale Notes: 1. Water Line shall be installed parallel to centerline of girder. 2. For continuation of Water Line at ends, see Road Plans. 3. Seal steel casing at abutments with concrete r mortar, after tightly wrapping steel casing with 2 layers of 15 lbs building paper. RENFRO ROAD OVERCROSSING A. ea ar°° °°also°" �" MISCELLANEOUS DETAILS NO. I A. Znenq n.wm E„G1„EEe sac-m3sz _ _ J. Sok , z.ee WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 22'"Er M026 SHEET TOTAL O. SHEETS eq(fAa eB ]<9 AG_1G Is DiDDILUFF F_ C 52191 e CIVR1S uu -- 09-28-12 ENGINEERTHEISTEGED MET PLANS APPRDVAL DATE 7 CY 1 CITY OF HOKERSFIELD 1591 N AVENUE 6ANERSFIELDSFIELO CALIFORNIA 93391 PA ---orad bya TMCM ....."�'.m.• Epox^ coat hanger rod 1•_fi" �-1 �+., ,GSA i - Bridge deck 112..0 r— threaded /z" m PVC 3" x ]/e" b Y'j' IO PVC typ 6"0 Conduit, ty (Spocing = 7'-0" Max) E1 HANGER DETAIL No Scale Hex nut wit lock washer I each strap threaded rod 2 each hanger anger Lateral 1 Detail" L 4 x 4 x ]/g 7 -<Both legs R 4 x 4 x CIP %i°0 anchor bol+ w/ washer & nut, Aspacing at ,E;O max. djust P. ing when necessary to avo,a Conflict with prestressing duct HANGER LATERAL SUPPORT DETAIL No Scale Notes: 1. Water Line shall be installed parallel to centerline of girder. 2. For continuation of Water Line at ends, see Road Plans. 3. Seal steel casing at abutments with concrete r mortar, after tightly wrapping steel casing with 2 layers of 15 lbs building paper. RENFRO ROAD OVERCROSSING A. ea ar°° °°also°" �" MISCELLANEOUS DETAILS NO. I A. Znenq n.wm E„G1„EEe sac-m3sz _ _ J. Sok , z.ee WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 22'"Er M026 ------------------------------------------------------------------------------------------------------------------------------------------------------T 2'0 vent pi typical at ends of or see Losing vent beton lineto installed by Limits of '3'-0" Abut I 0'-0abot Abut Backwall ,roach Slob - Casing pad seal J Cast in place casing after tightly wrapping with 2 layers of #15 asphalt felt, or Fiberglass Reinforcetl Plastic (FRP) Sleeve Drill 1"x2" slCi VIE1 IF F.Inlicate fro 21 J/N x4" steel plate (galvanized) #3 Trpc' Fabricaate from le ste plate (galvanized) 1" min R=1/j' min for Gas Line Casing 10'-0" Max Goa Line (Installed by others) -------------- Soffit Steel pipe casing GAS LINE CASING INSTALLATION No Scale Steel pipe strap P -type (or equivalent) anchor bolts A-307 Y, .0 min with umsn&� washers with G" #3 Bars Is In2 ax 4 ® 12 1 Optional 4"0 std pipe guard post long, .trapped to veno+ pipe & set 2'-0' in c ncrete (optional) and filled with concrete (optional) (See Note 5) 2" Bare Steel Pipe 0.154" wall With 2 weld oils, 0.154" we ll. Grotle A r batter. I screen add o£ pipe grade vent pipe to pedestrian traffic ,in upward slope) "ads Pine l t 6aCln9 CASING VENT DETAIL am No Scale -%" Clear (oversized clamp or shim clamp with steel washer plate.) STEEL PIPE STRAP I , '- SIDE VIEW SIDE VIEW SECTION LATERAL RESTRAINING — TYPE "R" CRADLE SUPPORTS No Scale Y Grill 1"x2" slot r/e to /n" gap between Strap & Fiberglass 12' seeing Jh Reinforced Plastic sleeve 38" shown 40 +h slotted �IVILm /s' thick x 12" long fit holes Fabricate from — — — — Fiberglass Reinforc 09-28-12 REGISTERED CIVIL ExGmEm PLANS APPROVAL LATE Pd Ora 5/e x 4" TOP VIEW 1 Y 7OT CITY OF Ei4KER5FIELO 5" 1591 AVENUE Plastic sleeve betw 2. Pr--- 1 by: steel plate (galvanlzed) accommodate soffit flare Cast in place with - casing & support & 3. For c ntinua+ion of Gas L the br idgtlge ssoffioffit as \ Shown on type R' strap. One 220 deg`R=1/" sulator on topTyp 4. Seal steel casing atbut, min -#3 Bars m 12 max with 2 layers of 15 lbs b All pipeline supper+ compo incloding nuts and bolts, overlapping +waMIA.#3 A Bars 240 deg Insulators2" CLS on bottom.Fabricate #4 Dowels I yp)AGfrom3/" +eel pia+e #4 m 12 maz (galvanized)1 :.'z'' mloR=1h' min STEEL PIPE STRAP SIDE VIEW 4'-2" for SIDE VIEW SECTION LATERAL DISPLACEMENT — TYPE I'D" SUPPORTS No Scale II aE , . C'eso ", EI' e e.P CITE 2'-0" far@ 3'-0" for© as Note 2 -NE GAS ET TO 0. SNE a 289 Y 4". 12' 'rap bent 24'- 38" shown 40 +h slotted �IVILm fit holes Np �.ryY -Type (or equivalent) oeu ichor bolts A-370 09-28-12 REGISTERED CIVIL ExGmEm PLANS APPROVAL LATE Pd Ora 1 Y 7OT CITY OF Ei4KER5FIELO 5" 1591 AVENUE I BANERSFSFIELDELD CALIFORNIA 93301 2. Pr--- 1 by: A_COM accommodate soffit flare Cast in place with and dowels to Opening = F utility Opening = f utility Q Opening = G utility 1'-6° x 20"O OPening Opening {or ® for 4"0 3'-0" x 3'-0" casing 7Opening for© O en n38" p g OPENING DETAIL (TYP) No Scale J. aW A. zheng • L. Heyes A. ZM1en9 • Y.. Hickey J. Suk oGO far 30 0 cs,sin, 9.. END DIAPHRAGM END DIAPHRAGM OPENING DETAIL OPENING DETAIL FOR 4" GAS LINE FOR 24' GAS LINE No Scale No Scale O Varies Varies 20'-0" max 20•_0" D R R R D ry�jrv��y20'-O' Q Bent ITyp) GAS LINE SUPPORT SPACING DIAGRAM �j -e supports ASBUILT- Restraining ty supports CONTRACT No. le'l 6G 11 to cel�auf pipa at t and Of and on the AME/( I ./-/ G�gwalls. t0 be t to —AA.,. o— fi�iap ra tri '� hugs shol I follow axis of casing. S Sections of pipe and. path FRP shields shall be wrapped with as tape prior to installation of the s teles. `roe a fo final opproval 18AUingo formotion RENFRO ROAD OVERCROSSING An9raush Damen.re sec-e3e2 MISCELLANEOUS DETAILS NO. 2 0.1ECi EHmNE En �z.ma�s WESTS/DE PARKWAY - PHASE SC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT [P,-7"--25 12.5-178 GAS LINE TABLE Pipe casing 512: Size 4". 12' 'rap bent 24'- 38" shown +h slotted fit holes Nates: -Type (or equivalent) ichor bolts A-370 I. Cas Line shall be ins+alley 10 min with nuts & of girder. 5" fisher n embedment 2. Adjust height of supports accommodate soffit flare Cast in place with and dowels to 3. For c ntinua+ion of Gas L the br idgtlge ssoffioffit as Road Plans. Shown on type R' Cradle Supports 4. Seal steel casing atbut, or mortar, after tightly -#3 Bars m 12 max with 2 layers of 15 lbs b 5. All pipeline supper+ compo incloding nuts and bolts, J. aW A. zheng • L. Heyes A. ZM1en9 • Y.. Hickey J. Suk oGO far 30 0 cs,sin, 9.. END DIAPHRAGM END DIAPHRAGM OPENING DETAIL OPENING DETAIL FOR 4" GAS LINE FOR 24' GAS LINE No Scale No Scale O Varies Varies 20'-0" max 20•_0" D R R R D ry�jrv��y20'-O' Q Bent ITyp) GAS LINE SUPPORT SPACING DIAGRAM �j -e supports ASBUILT- Restraining ty supports CONTRACT No. le'l 6G 11 to cel�auf pipa at t and Of and on the AME/( I ./-/ G�gwalls. t0 be t to —AA.,. o— fi�iap ra tri '� hugs shol I follow axis of casing. S Sections of pipe and. path FRP shields shall be wrapped with as tape prior to installation of the s teles. `roe a fo final opproval 18AUingo formotion RENFRO ROAD OVERCROSSING An9raush Damen.re sec-e3e2 MISCELLANEOUS DETAILS NO. 2 0.1ECi EHmNE En �z.ma�s WESTS/DE PARKWAY - PHASE SC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT [P,-7"--25 12.5-178 ---------------------------------------------------------------------------------------------------------------------------------------------T Limits of Backwall S Cast in place casing after tightly wrapping wish 2 layers of #15 asphalt felt, 10" PVC Sewer Line (for Or Fiberglass Reinforcetl details 6w Rootl Plans) Plastic (FRP) Sleeve _ Casing coos ----------- ot manhole, _____ _________ see Road Plans Casing spacers shall be installetl� / n� ` Soffit � Steel pipe casing S. within 12' of each end of pipe Su spacers sa `°slitpipe SEWER LINE CASING INSTALLATION °i' join# or max dfocing o( of 1o'-0" No Scale 1. Sewer Line sholl be Installed parallel to centerline Steel pipe strop rR lTOP #5 U P -type (ar equivalent) Adjust height of supports adjacent to bent to _ i gg�n�chor botA-30Drill 'Y! 1"x2" sld>�VIEW -rap bent shown 0 min wi+n ams & J !M 3. _ +h Slotted washers with 6" min n5 X 7'-6" a Fabrics+e from Rican Plans. u It holes T&B both sides embedment PLAN 4. Seal steel casing at abutments with concrete o (g...plate or mortar, after tightly wrapping steel casing L4"x3"x�/q".. 2" x /4" bets f gal vam zetl) Type (or equivalenf) (tat 12) 5. All pipeline support components and hard ware, TYP #3 Bars 2" Cl, (+YE) m n wt. nu+s & c ,.her with 5" #3 Bars 6. Axis of diaphragm openings shall follow in embedment #4 Dowels (012 max aDriest. from Cast in place with p5 audit tonal 7. The contractor shall verify all controlling e steel platei)P,: reinforcement •:"^�; typ Soffit I:: ,.. the bridge soffit os any materials. shown type "R" 1" min R -'/z' min max Cradle Supports all around SECTION B -B B. 2'-0" -#3 Bars O 12 max B" STEEL PIPE STRAP bridge soffit or deck. - SIDE VIEW SIDE VIEW SECTION LATERAL RESTRAINING — TYPE "R" CRADLE SUPPORTS No Scale Grill 1"x2" slat �/e to /< gap between 5" CI - & Fiberglass casing �etrap Reinforced Plastic sleevetYP e /e thick x 12" long p Fabricate from — — Fiberglass Reinforcetl J/+eel 4' TOP TOP VIEW Plastic sleeve between (galvamized -- casing & support & 9" strap. One 220 deg ffyp F `pn in tt3 Bars -- sulator n top overlapping ing two m 240 de insulators el r w ^+Q— IIL 04 Dowels (TVP1R on bottom, n BL1117iF. UL -1k.— `R=1/2' min 12 e STEEL PIPE STRAP SIDE VIEW SIDE VIEW SECTION LATERAL DISPLACEMENT — TYPE "D" SUPPORTS No Scale F° mx ov[nscx, El ilex .PP °era SN ENET TOTAL stc.ts W .D. Jaa e TNA (° varies V., ad 20'-0"T 20'_0" max Am max D o 09 -2B -L2 nam"EREII CIVIL IDILA PLANS APPROVAL DATE Abu Bent Abut 3 P—m,--ed mora CITY OF BAKERSFIELD SEWER LINE SUPPORT SPACING DIAGRAM BAKERSFIE DNCau oarv1A 93381 No Scale �= Displacement type supports Prapored by: ®= Restraining type supports "Sewer Line Opening = G utility nmsncm-""VA�I►��u� port spacing" )ram open'ing2`2" AS BUILT _. Clear = ONTRACT No�Oh C' Open ng opening = c utility (oversized clamp ar him clamp .C.A. DATE -(3 :2DlS 28"0 Opening with steal for 20"0 washer plates) 2'-2" R.E. NAME •b' . adding 1 4" TVP BENT NP OPENING Lr - we Sa01 _ 6" I.E. Signatur o final approiD D APHRAGM of S-UNilfinformation FOR 100"" SEWER ALINE 13 -O-A —'-- Scale CL Girde ZL\ both-si..;f' nmxr— _ j Obout corners of the opening rJ, puin°vev un A. 2heng " L Feyes A. Zhen9 v K. Hickey m J. Suk SEWER LINE SOFFIT OPENING DETAIL No Scale RENFRO ROAD O VER CRO S SING AnaD'as lesh p°"'°"°"` 5R-®352 MISCELLANEOUS DETAILS NO. 3 Ochi ENOI NE ER � 2.013 WESTSIDE PARKWAY - PRASE SC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 24 xEa. z6 / Nates: - o( 1. Sewer Line sholl be Installed parallel to centerline Of girder. #5 U 2. Adjust height of supports adjacent to bent to _ _ a T&B accommodate soffit flare dime nsion. -rap bent shown J !M 3. " For continuation of Sewer Line at entls, see Y +h Slotted �� `/_ n5 X 7'-6" a Rican Plans. u It holes T&B both sides PLAN 4. Seal steel casing at abutments with concrete o or mortar, after tightly wrapping steel casing L4"x3"x�/q".. 2" x /4" bets with 2 layers of 15 lbs building paper. Type (or equivalenf) (tat 12) 5. All pipeline support components and hard ware, TcA-3 TO i including nuts and bolts, shall be galvanized. d m n wt. nu+s & ,.her with 5" 6. Axis of diaphragm openings shall follow in embedment axis of casing. Cast in place with p5 audit tonal 7. The contractor shall verify all controlling rebar and dowels to reinforcement typ Soffit dimensions prior to ordering or febrica+ing the bridge soffit os any materials. shown type "R" N" chamfer Cradle Supports all around SECTION B -B B. Sewer Line shall be installed parallel to -#3 Bars O 12 max bridge soffit or deck. - Note: All material to be galvanized of+er fabrication o rJ, puin°vev un A. 2heng " L Feyes A. Zhen9 v K. Hickey m J. Suk SEWER LINE SOFFIT OPENING DETAIL No Scale RENFRO ROAD O VER CRO S SING AnaD'as lesh p°"'°"°"` 5R-®352 MISCELLANEOUS DETAILS NO. 3 Ochi ENOI NE ER � 2.013 WESTSIDE PARKWAY - PRASE SC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 24 xEa. z6 Top of Concrete Barrier Backfill abutment to grading plane prior to placing slope paving - of rolled etlge \ WINGWALL ELEVATION Edge of deck 3'-0" Top of rolled edge �" Edger finish 6 x -Wire % W1.4� welded Wire fabric \\SII SECTION A—A Formed edge Edge of deck Top of oiled edge 9" 3' 1/2" Premolded iv<" Edger finish R=12' NSA, joint filler 1"-0" thick wall or end Outside face of W.W. SECTION B—B wl .-N o"Ex„(ix, -1 ... x aL'o m 12 & FG NS Formed edge TYPICAL SECTION — CONCRETE PAVING o' -G For actual mite slope / paving on this project, _ see sketch below. p Preformed grooves Edge of exterior " j •or Be directed by the shear key �. / Engineer to provide SECTION C—C To of I d ed Top ro ge —r ;rni Shed CO ound lin t/ J— J. Buin L fl yee eV t B*a — i uniform spacing of r.' _ SHEET TOTAL Edger finish ETS 2”expanded Face of Drystack stamped � polystyrene abutment uexmt8P PICTORIAL +Qae INSTALLATION ma u4 ®12 1b — Formetl etlge IVIL Line) 13 cunt �— 09-28-12 HecisTeH¢o avn EncmEev PLANS APPROVAL RATE -- /JJj111 ay ad -For: -- ������ CITY OF 6AKERSFIEL6 OI O �6 C 1501 TRUXTUN AVENUE of of �u o: w 1 Zln/T BAKEPSFIELD CALIFORNIA 93301 LIFOR 6 - W1 .4 % W1 .4 Simlta y Praporad by: PVC (unslo+ted) �ia —%III ]etl It. fabric _j Renfro Rood '•C•• Line _ lope A=—WM PREFORMED GROOVE �. Formed edge TYPICAL SECTION — CONCRETE PAVING o' -G For actual mite slope / paving on this project, _ see sketch below. p Preformed grooves Edge of exterior " j •or Be directed by the shear key �. / Engineer to provide SECTION C—C To of I d ed Top ro ge —r ;rni Shed CO ound lin t/ J— J. Buin L fl yee eV t B*a — i uniform spacing of r.' _ �To r ll l ed edge Edger finish Drystack stamped concrete +e%cure uexmt8P PICTORIAL VIEW OF TYPICAL INSTALLATION ma u4 ®12 1b — Formetl etlge Westside Pkwy ('A• Line) Tap of Slope, typ -- -- ������ �6 C of of �u o: w 1 Zln/T Simlta y PVC (unslo+ted) �ia —%III _j Renfro Rood '•C•• Line _ lope im its of Tce of -- CAL ape pavin Slope, +yp .E. Signature for fifi Kpproval LIMITS OF SLOPE PAVING F As -Built information & DRAINAGE LAYOUT RENFR O ROAD O VER CR O S S/NG A. Zhen9 axmu xo. A. zheng aknam ErvmnEEn sec-e3sz SLOPE PAVING — FULL SLOPE Po ASINTURES zeas WESTS/DE PARKWAY - PNASE 8C CITY OF RAKERS wu - PUSL/C WORKS DEPARTMENT --a2-5A7&---,1 I tiv Eleva =xEE. (ft) 365 e- • B �C ae NOTES= pgw ii 1 B.M. "B 1208" SET -1970 ELEV 399.35 355 0 ° 345 - NGS Brass Disk - eF S ep N 2327390 335 r 1 F� E 6245295 33 Located 1.15 miles east along State 325 /°§g . Preport;d fora Highway 56 from Fruitvale School I, 2. Groundwater was encountered within >• CALIFR NIA 93301 the depths of exploration as shown . • � _ AcCOM _ mP on the boring logs. 5^8 3. Hammer type - Automatic safety f r�apo�e3 dib y: hammer with a 140 Ib weight dropping 30 incr a?iE mtx°. tsa ba >. as➢4e 3 Eleva =xEE. (ft) 365 e- A so 305 —:cws Sots E .- €s- a s- a '-- e: 355 0 ° 345 � 335 r a 33 6E OiE tH N1[dl PPOF ES SIONdL PLANS APPPOVAL Od 325 /°§g . Preport;d fora V CITY OF BAKERSFIEL6 1 ------------------------ ------------------------------------------ I =xEE. is 285 € so 305 —:cws Sots E .- €s- a s- a '-- `e tl0.° 6i4 i5'' ^ z � t mn] •(]®�CI�L•=1� CE � .I ^s'� -- 09-2e-12 I 6E OiE tH N1[dl PPOF ES SIONdL PLANS APPPOVAL Od Preport;d fora CITY OF BAKERSFIEL6 1501 N AVENUE at ` CALIFR NIA 93301 P�eporad by: • � _ AcCOM _ mP II EN; PLAN r�apo�e3 dib y: STREET mtx°. tsa cPEwEri oxroa 25+00 *. 6we7 - W107 ,.I n— 281.4 Leet. TY SAND (SM) - light brown, st, medium dense, fine grained RLY GRADED SAND (SP) - light wn, moist, medium dense, to y dense fine to medium grained PROFILE VERTICALI" = 10' 26+00 HORIZONTAL 1° = 15' 13 ""4 T 1eemi"°1w °t 11— 211.2 L.L. Elevation (ft) 365 SILTY SAND (SM) - dark brown, moist, medium dense, fine to coarse grained— 355 I I POORLY GRADED SAND (SP) - brown, moist, medium dense, fine to coarse grained— 345 SILTY SAND (SM) - brown, moist, medium dense, o, fine to coarse grained � I 335 POORLY GRADED SAND (SPI - brown, moist, medium dense to very dense, I. fime to coarse grained 325 � I 5 is 285 € so 305 —:cws Sots E .- €s- a s- a '-- 4r LSD :::'c�sioi i5'' •(]®�CI�L•=1� 295 at ` 285 -1.1 EN; �y 275 NR s ss m 24+00 - -' "C" LINE OF RENFRO ROAD • C� $ s€ �IAIIIVIA'— A 25+00 *. 6we7 - W107 ,.I n— 281.4 Leet. TY SAND (SM) - light brown, st, medium dense, fine grained RLY GRADED SAND (SP) - light wn, moist, medium dense, to y dense fine to medium grained PROFILE VERTICALI" = 10' 26+00 HORIZONTAL 1° = 15' 13 ""4 T 1eemi"°1w °t 11— 211.2 L.L. Elevation (ft) 365 SILTY SAND (SM) - dark brown, moist, medium dense, fine to coarse grained— 355 I I POORLY GRADED SAND (SP) - brown, moist, medium dense, fine to coarse grained— 345 SILTY SAND (SM) - brown, moist, medium dense, o, fine to coarse grained � I 335 POORLY GRADED SAND (SPI - brown, moist, medium dense to very dense, I. fime to coarse grained 325 � I 6 I I I 'I I 27+00 RENFRO ROAD OVERCROSSING 5OC-0352 LOG OF TEST BORINGS �2. WfSTSIOf fWARY - MHE 1C III CITY OF IIAEISFIELO ` Pilill WORKS DEPARTMENT 1 26 "°26 ---------------------- — -------------------------L— -------- —12.5-178---,I •• ��� IR.E. NAME295 is 285 6 I I I 'I I 27+00 RENFRO ROAD OVERCROSSING 5OC-0352 LOG OF TEST BORINGS �2. WfSTSIOf fWARY - MHE 1C III CITY OF IIAEISFIELO ` Pilill WORKS DEPARTMENT 1 26 "°26 ---------------------- — -------------------------L— -------- —12.5-178---,I I m �I wls I CAN I A-87- 58'1 O" I R-55.50' i=55.49' L=68.28' RIP -RAP, 24" - THICK PER SPEC QINV. EL -354.5- DESION OVERSIGHT 2 HEADWALL STA 'CNC' 1+28.13 INV. EL=354.8 CONCRETE LINED CANAL PER D/DS-3� 1/� I Y`( III Ill I jl I a ; I RIP -PAP. 24 ME FG=364.50 Q NC LINE 513°9'51"E, 3= TYPE 732FCGON=T77 RETE "CNC" 4.79.45 EL=355.20 I BOX CULVERT PLAN BOX CULVERT PROFILE q SCALE: HORIZ. 1"=30' VERT. 1"=10' y I CONCRETE LINED CANAL i PER D/DS-3 SCALE: NORIZ 1"=30' T, '\ COORDINATES N231W11.81 E 621931451 - L EXISTING RRBWSD CHANNEL N 231985629 E 6219384/5 -NORTH ENDBOX CULVERT 3 N 2319314.79 E 621946442 - SOUTH END RON CULVERT 4 N 2319284.54 E 6219507.12 - EC CANAL RADIUS NOTE; FOR SERVICE ROADS AROUND HEADWALL AT TRANSITION STRUCTURES, SEE UTILITY OWGS. RRBWSD COORDINATION NOTES: 1. confracfor shall c ordinate all o ns+rE ion aL+l SIt7es within RRBWSD property, canals, or basins with RRAl 2. Contractor shall provide RRBWSD a written schedule of construction E.+IVIt1es that may Tmpact RRBWSD operations. DART N CANAL 3. Contractor shall notify RRBWSD writing a minimum of 40 -hours Prior to c nstructian within RRBWSD property, basins. I. Only RRBWSD personnel shall operate sluice gates or modify weir structures. GENERAL N0o S: 5. RRBWSD psrations of theIIICanal and recharge. basins Vary on water availability and demand, which 6. ADula pact th,. construction schedule. + he time shall +he public be permitted unrestricted access +oRRBWSD canals, basins, or property. APPROX EXISTING Construct l onsite Is to be secured at the End of each GROUND day with a 6 -foot high chain link fence. 7. RRBW60 shall be given at least 2 keys for each temporary lack or Construction gate which could access RRBWSD property. i-(-)0.00017 B. At no time shall construction material or equipment be stored In canal or pond Inverts without prior written approval by RRBWSD. G. At no time shall construction water be allowed to flaw into RRBWSD canals or ponds. ROS2 �c RBRAVO WATER STORAGE DISTRICT 849 All Bq9 Allen Road C 661-589-604 CA 9331q 661-509-6045 Diaehn epnmec Each Smith CHANNEL 1-83,09 55" R=3 I. Is' 35.03' 57.31' 5 29] S39 a�PAN 1EL 5(eo 011 ts,9h [2/3L/1 = r(�J�'p• .-2.I2 PECISIFAEO PNp SIGNAL ENGINEER PLANS aAPPP0V01 apTE Prep Dred for: CITY OF BAKERSFIELD 1600TRUXTIIN AVENUE BAKE RSFIELD CALIFORNIA 93301 Pupa.. d��IFy,;/�� �� SSM N R.E. Signature f6 SLOUGH BOX CULVERT P D. of As -Built inform M. BOBERTS M. ROBERTSsm" WESTSIDE Pkwy PLAN AND PROF/LE Gp-1 LINE "D4 LUNE M. Ec TYPE 732 w PARKWAY - PHASE 6C )r CONCRETE M. ROBERTS Enpues REVtetae "ATP. / BARRIER Id RW 202_ CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ,x m n —��------------------- BOX CULVERT PROFILE q SCALE: HORIZ. 1"=30' VERT. 1"=10' y I CONCRETE LINED CANAL i PER D/DS-3 SCALE: NORIZ 1"=30' T, '\ COORDINATES N231W11.81 E 621931451 - L EXISTING RRBWSD CHANNEL N 231985629 E 6219384/5 -NORTH ENDBOX CULVERT 3 N 2319314.79 E 621946442 - SOUTH END RON CULVERT 4 N 2319284.54 E 6219507.12 - EC CANAL RADIUS NOTE; FOR SERVICE ROADS AROUND HEADWALL AT TRANSITION STRUCTURES, SEE UTILITY OWGS. RRBWSD COORDINATION NOTES: 1. confracfor shall c ordinate all o ns+rE ion aL+l SIt7es within RRBWSD property, canals, or basins with RRAl 2. Contractor shall provide RRBWSD a written schedule of construction E.+IVIt1es that may Tmpact RRBWSD operations. DART N CANAL 3. Contractor shall notify RRBWSD writing a minimum of 40 -hours Prior to c nstructian within RRBWSD property, basins. I. Only RRBWSD personnel shall operate sluice gates or modify weir structures. GENERAL N0o S: 5. RRBWSD psrations of theIIICanal and recharge. basins Vary on water availability and demand, which 6. ADula pact th,. construction schedule. + he time shall +he public be permitted unrestricted access +oRRBWSD canals, basins, or property. APPROX EXISTING Construct l onsite Is to be secured at the End of each GROUND day with a 6 -foot high chain link fence. 7. RRBW60 shall be given at least 2 keys for each temporary lack or Construction gate which could access RRBWSD property. i-(-)0.00017 B. At no time shall construction material or equipment be stored In canal or pond Inverts without prior written approval by RRBWSD. G. At no time shall construction water be allowed to flaw into RRBWSD canals or ponds. ROS2 �c RBRAVO WATER STORAGE DISTRICT 849 All Bq9 Allen Road C 661-589-604 CA 9331q 661-509-6045 Diaehn epnmec Each Smith CHANNEL 1-83,09 55" R=3 I. Is' 35.03' 57.31' 5 29] S39 a�PAN 1EL 5(eo 011 ts,9h [2/3L/1 = r(�J�'p• .-2.I2 PECISIFAEO PNp SIGNAL ENGINEER PLANS aAPPP0V01 apTE Prep Dred for: CITY OF BAKERSFIELD 1600TRUXTIIN AVENUE BAKE RSFIELD CALIFORNIA 93301 Pupa.. d��IFy,;/�� �� SSM N 12.5-178 GOOSE LAKE SLOUGH BOX CULVERT P D. CRONOUIST M. BOBERTS M. ROBERTSsm" PLAN AND PROF/LE Gp-1 V. CAMPBELL M. ROBERTS PRaJECT ENGINEFN WESTSIDE PARKWAY - PHASE 6C B. cRONOmST M. ROBERTS Enpues REVtetae "ATP. CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12.5-178 Note.. I Abbreviations: 5 q W WAYMN � I 1. For box culvert layout and coordinates, see Utility Plans. D. SCHEHSCHEL NO.T Do pproa£ing Membrane 2. Minimum finish fill over box = 2.0 ft Clr CJ Construction JOInt Top Slab Only 3. Future finish grade over box shown approximate, see utility Plans. Clear Ca1tron6 Section 54-1.03 4.Ca Hrane Standard Plans doted July 2006 Exp Expansion Reference Symbol Standard Plan Sheet No, EL Elevation F6 Finish Grade Detail No. H.B. Handrail 09-2e-2012 5, S{Yvc{ure exaovation and backfill 462B and A62E it LtL joint Layout Lina CITY OF BAKERSFIELO Opp Reverse view BAKERSFIELD CALIFORNIA 93301 Sim SIm11ar AEMM Sto Station Sym Symmetrical TOE Top of Wall TM Top and Bottom Typ Tap of Wall UNO Unless Noted Otherwise W With Top of Channel Lining EL = 364.50 Pavetl Inin, M'.F. STA "CIL" OF INV EL=354.5 Top of Channel Lining (Typicap TYPE 732 CONCRETE BARRIER 002 B s-2 = EL 366.7 = EL 365.] INV EL=354.8 O n v TYPE 732 CONCRETE so BARRIER u. D02 B )ff at End of per J2 Riprop Westside Parkway "A" Line EL364.]Ot EDGE OF SHOULDERS EL 366.75 �- FG � %a" Double 10'x7' Box (Cover -20') SEE LONGITUDINAL SECTION A F3 BOX CULVERT PROFILE HURLS s 1" - 20' VERTICAL SCAIE: 1" = 4'-V Sta "A" 203075.91 Westside Parkway BOX CULVERT PLAN t S r=20' T. CHENG T. CHENG By D. SCHERSLHL NeD C) P- Mls t0 be #600' TYPICAL SECTION �s1 'b4" Line j - u 202 FG = EL 365.7 TOW = 366.7 EL = 364.50 Top of Channel Lining Pavetl Lining Existing Omde —y I INV. EL=355.2011 350 AS BUILT 5 q W WAYMN � I AND PROFILE _ D. SCHEHSCHEL NO.T SHEETS M. ROBERTS T44 mew OAV10 Jry' °+ LHERSLHEL PUBLIC WORKS DEPARTMENT 09-2e-2012 PEGISTENEO PgOFESSIOH>L FNGINFEP PLLXS 4Ppg0VAL GATE Preporad> dp, CITY OF BAKERSFIELO 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preparedbye�: AEMM FG = EL 365.7 TOW = 366.7 EL = 364.50 Top of Channel Lining Pavetl Lining Existing Omde —y I INV. EL=355.2011 350 STA "CNL" 5+36.76 INV. EL=356.22 GOOSE LAKE SLOUGH BOX CULVERT S-1 D. sCnEHSCHEL AS BUILT q W WAYMN � I AND PROFILE _ D. SCHEHSCHEL STA "CNL" 5+36.76 INV. EL=356.22 GOOSE LAKE SLOUGH BOX CULVERT S-1 D. sCnEHSCHEL M. HOBERTS PgOJELT ENG[KGO PLAN AND PROFILE _ D. SCHEHSCHEL WESTSIDE PARKWAY - PHASE BC M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT MMMrf I 111 5' ParaPet - h Post Pocket 6 8 t t� a Per voa+ 2-#4 x 1'-D' an 4" x 5" x 9" f 5" » x 9" Past Pocket 2-#4 x 2'-6^ Type 26 barriar shown. Type 7328, type 60 and 605C dollar. Applies to chain link rolling type ) and tubular hand rollin, see respective standard plans for additional details. POST ANCHORAGE DETAIL NO Sc AS BUILT CONTRACT No. C.C.A. DATE Zp R.E. NAME As -Built final approval °Ios No....... C1,lcka.n..E Nates: O For Finish Grade, see roadway plane LONGITUDINAL SECTION AT 0 BOX CULVERT A 0 Wingwall Not Shawn. See Plan sGAF 1/C = 1 - IT GOOSE LAKE SLOUGH BOX CULVERT S-2 D. T. CHENG .Eo D. SCHERSCHEL I A. ROBERTS PROF/LE SECT/ON T. CHENGxED SHEET io' Na. YHE poo s /ohap D. SCHERSCHEC bpd H. ROBERTS CITY OF BAKERSFIELD - 295 . e UAVIO J, f+ EHSCHEL 6/30/1 TPOL dEG6rEP PPGFEYSIDNPL FHGIHFEP Pi_ IY9 1L p1TE Prepared For: CITY OF BAKERSFIE LC) IN AVENUEOE RAKERSFJELDCALIFORNIA 93301 °Ios No....... C1,lcka.n..E Nates: O For Finish Grade, see roadway plane LONGITUDINAL SECTION AT 0 BOX CULVERT A 0 Wingwall Not Shawn. See Plan sGAF 1/C = 1 - IT GOOSE LAKE SLOUGH BOX CULVERT S-2 D. T. CHENG .Eo D. SCHERSCHEL I A. ROBERTS PROF/LE SECT/ON 12.5-178 T. CHENGxED D. SCHERSOHEL PFouEcr ENG1xFFP WES TS/DE __ _- PARKWAY PHASE 6C D. SCHERSCHEC bpd H. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 3 1p 12.5-178 I 0 Box culvert Def see Note O 0. SHE 296 pia DAVID JN,�`a EHSCHEL p 6/3D/1 iROt 6rccsTm csslorvaL ercmEER nuns >aaxovu Deis GOOSE LAKE SLOUGH BOX CULVERTFS-3 12.5-178 er T. CHENG ueo D. SCHERSCHEL j M. ROBERTS INLET PLAN er T. CHENG DDEDxco D. SCHERSCHEL %10JELi FNLJxF£A WESTSIDE PARKWAY - PHASE 6C er D. SCHERSCHEL ST -EDN. ROBERTS - eeauea DATES CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT q Ee. 1a 12.5-178 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: PLAN AT OUTLET SC4£: 1" - T unXsi�ines ey T CHENG eeso 0. SCHERSCHEL M. ROBERTS T. CHENG D. SCHERSCHEL SCHERSCHEL ROBERTS GOOSE LAKE SLOUGH BOX CUL VER' OUTLET PLAN WESTS/DE PARKWAY - PHASE 60 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT E S-4 SHEET TO' SHE ypo oyp o 39l 3� oe PAVID J, fa CH P e $15i2 �� .i gp.AP u30/I TPuc PEGIAEREO PPOFESSOXPC FXOINEEP PLANS PPPPOVAL 9liE -ed For-: CTY OF BAKERSFIE LD CITY 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: PLAN AT OUTLET SC4£: 1" - T unXsi�ines ey T CHENG eeso 0. SCHERSCHEL M. ROBERTS T. CHENG D. SCHERSCHEL SCHERSCHEL ROBERTS GOOSE LAKE SLOUGH BOX CUL VER' OUTLET PLAN WESTS/DE PARKWAY - PHASE 60 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT E S-4 1 14.-0.1 7._6.. 11-11. 1 7•-6„ �1 O Key Required Ste e1R Retaining Walle Type , 63-, Notes: (p) Exponslon Joint �- W/ Joint Sealant 13 3-4 Ds -2 QR Weakened Plane Joint RO 366.) EL 355.2 RETAINING WALL ELEVATION AT INLET (WEST) a SCALE: I• - 5• 'Wall Relni. 3 6„F 01 Y' Add 2#4 Sim. 13 Ds 2 9Qyo or � fq o6 a� ✓x o u dl smxLOFF oaTsoxr AiA box wall ACI I Rein£. 3_2 ' y2 LAdd 3#4 vert as shown ,,, *3 �5•'6, 2•• LLe..al End of Be. We 6” 44 PalyureMana joln+ sealant Corner Work Point (2� 1" clam. rubber backer rod s6 O(� 2 3 Caltran6 RP 3-6 JOINT DETAIL �1 SVUE cal+rang 1-4 °� F T. CHENC T. CHENC SCHERSCHEL return m exterior wells *1 RETAINING WALL ELEVATION AT IN Exterior box. Wall I Keep 1" = 5' Reinf. ChannelRetainin Wall 0 Side TYpe I Construction Joint TOT<L key depth as noted BUILT Exp. e399T5 CONTRACT No. 7Z9 PP 'oxR NET JOINT DETAIL ..e 29R T) e ee pAVIp J.(m�n R.E. Signature for final pr al _ CHERSCHE 5]2 xx 6/30/1 W. ROBERTS uc 3 p. SCHExSCHEL PROJECT EHGMEEN WESTSIDE PARKWAY - PHASE BC PFLISIFAEO PPOFESSIOH<L ENGINEER PL4NS RPPPOV LL OAiE CITYPOF TY F BAKERSFIELD 1600 TRUXTUN AVENUE C/TY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT B AKERSFSFIELDELO CALIFORNIA 93301 P Fapa Fad bb,: aIle Type 1 63-1 ChannelRetainin Wall 0 Side TYpe I Construction Joint (� Revi key depth as noted BUILT Exp. TYPICAL KEY DETAIL r3 CONTRACT No. 7Z9 End of Retaining Wall C.C.A. DATE JOINT DETAIL R.E. NAMEJ%f _ET T) e R.E. Signature for final pr al of As-RLIq,t information ChannelRetainin Wall 0 Side TYpe I Construction Joint 41A.MVE ? III"1II Exp. TYPICAL KEY DETAIL r3 End of Retaining Wall JOINT DETAIL - GOOSE LAKE SLOUGH BOX CULVERT B-5 E D. scxERscxEL W. ROBERTS PLAN AND RETAINING WALL SECTION 2 = p. SCHExSCHEL PROJECT EHGMEEN WESTSIDE PARKWAY - PHASE BC H. RaRERTs C/TY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 41A.MVE ? TOW EL 365.5 FG - EL 364.5 Notes: OA Expansion Joint B0. w/ Joint Sealant 13 3-4 os -z n} B0. Fill V. Jo'nt 3-2 w/ Joint WIT (D Key Required Retaining Wall Type 1 83-1 RETAINING WALL ELEVATION AT OUTLET �1 BCALE E - 5' DETAIL AT STEP SCAIE: 1/R" = f -V �j SxN OFF DATE EL 366.7 INV EL exterior ..he BACKFILL DETAIL �c1 SCALE 1/C - 1'-0" O 0' Revise Kry tleplM1 as noletl {� Retaining Well Type I Bbi RETAINING WALL ELEVATION AT OUTLET a SC4E 1" - 5' STRUCTURE EXCAVATION STRUCTURE BACKFILL STRUCTURE FILL FILL AS BUILT CONTRACT No. .C.A.DATE/S— R.E.NAME/y/,G/,�i7 / R. Signature f fi approval of As -Built information 1. Structure Backfill shall confor to Coltrane Std. Spec. 19-3.06, except the following: Comppact to 90% R.C. • Shall have fallowing gradation: Sieve Size Percent Passing by Size 3/4 inch 100 al inch 95 t0 100 3/8 inch 50 to 100 NO. SN EI 4 20 to 65 No. 8 10 �( No. 40 0 to 20 No. 200 0 as°PP a° BAVID J. °e 299 1 1 7 o, to H 51512 �, tl, e. .• aP 6/30/1 6 Ti 6'-fY 6'-0' 6'-0' 6'-6 °'B a puss•• H-14 H-12 H-10 H-8 H-6 J. S'r� a -.'-P os-za-zotz PFLISTEPE➢ PgpFESSI0ry1L FNCMFEq PLANS APPPaV1L n4E 6 A B B red For: III IN IT 3655 TYICITY CTY OF BAKERSFIELD _ --- -----TI ----- -- -{ --- FC = EL 3645 1600 TRUXTUN AVENUE 11 III I BAKERSFIELD CALIFORNIA 93301 III Prepa ratl by: Iloll w—�/��� OPP. 5 HANG . )..,: \ —r /1. O 0' Revise Kry tleplM1 as noletl {� Retaining Well Type I Bbi RETAINING WALL ELEVATION AT OUTLET a SC4E 1" - 5' STRUCTURE EXCAVATION STRUCTURE BACKFILL STRUCTURE FILL FILL AS BUILT CONTRACT No. .C.A.DATE/S— R.E.NAME/y/,G/,�i7 / R. Signature f fi approval of As -Built information 1. Structure Backfill shall confor to Coltrane Std. Spec. 19-3.06, except the following: Comppact to 90% R.C. • Shall have fallowing gradation: Sieve Size Percent Passing by Size 3/4 inch 100 1/2 inch 95 t0 100 3/8 inch 50 to 100 No. 4 20 to 65 No. 8 10 to 40 No. 40 0 to 20 No. 200 0 to 5 2. Structure Excavation shall conform to Caltrans Std. Spec. 19-3. 3. Structure Fill consists of excavavted material that is free from organic matter, roots, debris, and rocks larger than 3 -inches in the greatest dimension. Place in maximum 8 -inch lifts • Compact to 95% R.C. 4. Fill shall be as required far Roadway Excavation. GOOSE LAKE SLOUGH BOX CULVERT S -B 12.5-178 ev T. EHENc .Ee O. SCHERSCHEL M. ROBERTS PgOJECT ENGIHEFA BRIDID W.PLAN AND RETAINING WALL SECT/ON - BV T. CHENBco O, SCHER5CHEL WESTS/DE PARKWAY PHASE 6C e• D. scxERscHEL xEaM. R06ERT5 Done 77-7-77"1 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1 1 7 o, to 12.5-178 IXPOSm FACE OF CONC. A- i" B -2" C -3" 6-Z C='n. CORE COVER A- 3/4" 1 T/2" -I5 BARS & SMALLEC- 32 - RES BARS &LARGER ING FILM OO COVER A.N A. NO EXPOSURE TO GROUND, WEATHER, OR WATER PFIER FORM REMOVAL' B. EXPOSURE TO GROUND, WEATHER, AN WATER AFTER FORM REMOVAL C. CONCRETE PLACED AGAINST SOIL • USE COVER 'B" WHEN EXPOSURE IS TO INTERIOR OF HYDRAULIC CONTAINED SPACES. (IE RESERVER OR PROCESS ROOF SLABS) NOTE UNLESS NOTED OTHERWISE ON STRUMRAL DRAWINGS. COORCRATE WITH HUMID LINER OETARS CONCRETE COVER OVER REINFORCING STEEL NOT TO SOME PVC FLATSTRIP WATERSTOP AT CONSTRUCTION JOINTS a SEE SPECIFICATIONS BAR 90' HOOKS BAR 9G` HOOKS SIZE "M SIZE 'K I3 6 i8 EE 94 B I9 19' I5 IP I10 2T #6 If k11 2C Q7 14" 76 96 _OL UNLESS NOTED OTHERWISE ON DRAWINGS ALL LENGTHS OF BAR HOOKS IN FOOTINGS, COLUMNS, WALLS AND SLABS SHALL BE GIVEN IN TABLE HOOK LENGTH 'K IS SFANOARD GO BAR HOOK LENGTH. R.E. R.E. 5ignaNrg II f 4 approval of As -Built information SEE BOd FOi WATER 3-6 STOP DEFP115 BULB WATERSTOP AT EXPANSION JOINTS s NOT N SCALE UNLESS NOTED OTHERWISE ALL WALL RNNFORCINC BARS SHALL BE CONT AROUND CORNERS & THROUGH COLUMNS OR PILASTERS. ALL REINFORCEMENT LAPS, UNLESS NOTED OTHERWISE, SHALL SATISFY TIE FOLLOWING MINIMUM REQUIREMENTS: LAP BRUCE LENGTH (INCHES) P. 4000 PSI (MULTIPLY BY 1.15 FON V- MOOPS) CHER OAR #3 Esvo 5]4 WESTSIDE PARKWAY - PHASE 6C fpof aYD. SCHERSCHEL xsPM. RaBERTS - SOE /4 M5 p6 J7 18 I9 J10 #11 • TOP 24 36 M 76 96 117 190 165 TARS PEGISiEREO PROFESSIONAL FIICIXFFA PLANS APPROVAL DATE �. OTHER 19 26 37 60 74 90 108 127 BARS • TOP 20 29 40 64 80 96 119 141 DARN OTHER 16 22 31 50 52 ]6 92 108 BARS • TOP MRS 20 24 29 48 50 74 91 109 1.5 OTHER BMS 16 19 22 37 47 57 7 84 EMSP 20 24 29 42 SSR W ]4 59 O OTHER H IEA 16 19 22 33 3] 46 5] fib • TOP MRS SHALL HE DERNED AS ANY HORIZONTAL BMS PLACED SUCH THAT MORE THAN 12' OF MEN CONCRETE IS CAST IN THE MEMBER BELOW ME MRS IN ANY SINCE PWT. SEALANT mom & SEALANT 0 HYORAAMC SURFACE WATERSTOP e REINFORCING CONT WROUGHTEN 03 CONN. JOINT REINF. (ttPJ Y'WP Y NEOPRENE /B_0A SM. OMD AT BOTTOM 1-3 SLAB CONSTRUCTION JOINT SLAB AND FOOTINGS s WITH WATER STOP Pra P,C,d Por: 11 CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre Po "cIw by�y:y��.�. /•1� GENERAL 1. VERIFY ALL DIMENSIONS BEFORE HOWARD WORM ANO IMMEDIATELY NOfiY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2, MOTS AND CORNED ON THE DRAWINGS TAKE PRECEDENCE OWR EHE STRUCTURAL NUTS AND TYPIG1 DETAILS SHOWN ON TIE TYRONE DETAIL SHOWS. 3. USE APICAL DETNRS AT ALL LOCATIONS THAT ARE MNHPIREO SIMILAR M WE TYPICAL OEWLS UNLESS NOTED OTHERWISE. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN ON NOTED FOR ANY PART OF THE WORN. CONSTRUCTION DMAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5, DO NET BACKFILL WAGES THAT WILL BE LATERALLY SAPPED OR RESTRAINED BY SUSPENDED SUBS DEFEND EHE SUSPENDED GABS ARE CONSTRUCTED AND MATETOALS IN TIE STABS RESTRHNING TIE WALLS MME ATIANEB THE SPECINED STRENGTHS G. EHE DIFFERENCE IN HEIGHT OF BA.CKRLL MUNE THE TOP OF FOOTING ON ETHER SIDE OF A WALL WALL NOT EXCEED G RAPIDS UNTIL THE WEEK IS COMPLETE AND All MATERIALS HAVE ATTAINED TIE SPECIES) STRENGTHS. T. STRUCTURES NR THIS PROJECT MAY NOT BE WANE OF SUPPORTING OR REGSTMG LOADS AWUEO TO TEEM PRIOR TO COMPLETION OF CONSTRUCTION. BRACE AND SUPPORT THE STRUCTURES AS REQUIRED UNTIL CONSTRUCTOR IS COMPETE AND MATERIALS HAVE ATTAINED THE SPECIFlFD STRENGTHS. REINFORCED CONCRETE I. CONCRETE STRENGTHS: REINFORCED CONCRETE Yc-4000 M DO DAYS) UNRBNFORCEB CONCRETE Po -2000 PSI 026 MYS) CEMENT: ASTER 150 TYPE II/V AGGREGATE: ASM C 33 WATERSTOP: PoCMNYL CHLORIDE (PJC) REWARDING 1. REINFORCING M.. ASTM A 615 OR A 706 OWE 60 OEFORMED. USE A 706 REINFORCING IF WEELONG 15 REQUIRED AN APPROVED. 2. UNLESS OTHERWISE OETal£B PRESIDE 3/6 INCH DIAMETER SPACER BARS OR TIS AT 24 INCHES ON CENTER TO KEEP REINFORCING IN PLACE S AT LOCATIONS OF INTERFERING REINFORCING LAYERS, OFFSET LAYERS BY ONE SAN HARPER TOWARD MIO -DEPTH OF EHE SECTION AS REQUIRED FOR PLACEMENT. REINFORCING MAY BE SPRUNG AT INIERFFRENCE LGMTONS AS PERMITTED BY TIE OWWR. INCREASE THE CONCRETE THICKNESS BY LOWERING TELE SUBGRADE AS REQUWED TO MAINTAIN THE SPECIHEO MINIMUM CONCRETE COWES. 4. M NOT PLACE ANY PIKS, CONCURS, OR DUCS IN CONCRETE UNLESS SPECIFICALLY DETAILED. 5. AUDIENCE CONSTRUCTION JONES TO FMWTATE CONAMJCRON MAY BE ADDED IF PERMITTED BY TIE AGENCY. 6. STAGGER IAP SPLKES IN ADJACENT BMS BY ONE IAP LENGTH. 7. REINFORCING SHOWN CONTINUOUS MY BE UPPED DUE N CONSIDERATIONS OF MAXIMUM AVAILABLE &W LENGTHS IS PERMITTED BY TIE ENGINEER. SUBMIT A PROPOSED LAYOUT OF IAP MOULINS TO TETE AGENCY MR RENEW. BAR COUPLERS MAY BE USED AS AN ALTERNATIVE TO LAPPING. GO NOT WI REINFORCING UNLESS R IS NOTED ON TIE DRAWINGS. CONTINUOUS BNS MAY BE USED AS AN ALTERNI TO UPPING. 6. FOOTING AND WALL INTERSECTIONS: UNLESS NOTED OTHERWISE EXTEND HORIZONTAL REINFORCING TO TIE EXTENT POSSIBLE (Y CHEAR) AND TERMINATE WITH ACI STANDARD 90 DEGREE HOOKS. 9. SECURE ILEMS TO BE EMBEDDED IN CONCRETE IN PLACE PRIOR TO PULING CONCREIE MISCELLANEOUS,NR(yl I. HANDML: GALVANIZED SRI FARFHWORK I. PETER TO PROJECT SPECIFICATIONS ANO GEOTECHNICAL INVEMIGATON REPORT BY MONFELDER, GOOSE LAKE SLOUGH BOX CULVERTIDS aY I. CHENc EIuD. SCHERSCHEL }300 TYPICAL STRUCTURAL SECTION AND NOTES Esvo 5]4 WESTSIDE PARKWAY - PHASE 6C fpof aYD. SCHERSCHEL xsPM. RaBERTS - I CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT Wepo 0AVI0 JA.9(A?, CHERSCHE ^ o, 515]2 m 6/30/1 iPGC PEGISiEREO PROFESSIONAL FIICIXFFA PLANS APPROVAL DATE Pra P,C,d Por: 11 CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre Po "cIw by�y:y��.�. /•1� GENERAL 1. VERIFY ALL DIMENSIONS BEFORE HOWARD WORM ANO IMMEDIATELY NOfiY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2, MOTS AND CORNED ON THE DRAWINGS TAKE PRECEDENCE OWR EHE STRUCTURAL NUTS AND TYPIG1 DETAILS SHOWN ON TIE TYRONE DETAIL SHOWS. 3. USE APICAL DETNRS AT ALL LOCATIONS THAT ARE MNHPIREO SIMILAR M WE TYPICAL OEWLS UNLESS NOTED OTHERWISE. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN ON NOTED FOR ANY PART OF THE WORN. CONSTRUCTION DMAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5, DO NET BACKFILL WAGES THAT WILL BE LATERALLY SAPPED OR RESTRAINED BY SUSPENDED SUBS DEFEND EHE SUSPENDED GABS ARE CONSTRUCTED AND MATETOALS IN TIE STABS RESTRHNING TIE WALLS MME ATIANEB THE SPECINED STRENGTHS G. EHE DIFFERENCE IN HEIGHT OF BA.CKRLL MUNE THE TOP OF FOOTING ON ETHER SIDE OF A WALL WALL NOT EXCEED G RAPIDS UNTIL THE WEEK IS COMPLETE AND All MATERIALS HAVE ATTAINED TIE SPECIES) STRENGTHS. T. STRUCTURES NR THIS PROJECT MAY NOT BE WANE OF SUPPORTING OR REGSTMG LOADS AWUEO TO TEEM PRIOR TO COMPLETION OF CONSTRUCTION. BRACE AND SUPPORT THE STRUCTURES AS REQUIRED UNTIL CONSTRUCTOR IS COMPETE AND MATERIALS HAVE ATTAINED THE SPECIFlFD STRENGTHS. REINFORCED CONCRETE I. CONCRETE STRENGTHS: REINFORCED CONCRETE Yc-4000 M DO DAYS) UNRBNFORCEB CONCRETE Po -2000 PSI 026 MYS) CEMENT: ASTER 150 TYPE II/V AGGREGATE: ASM C 33 WATERSTOP: PoCMNYL CHLORIDE (PJC) REWARDING 1. REINFORCING M.. ASTM A 615 OR A 706 OWE 60 OEFORMED. USE A 706 REINFORCING IF WEELONG 15 REQUIRED AN APPROVED. 2. UNLESS OTHERWISE OETal£B PRESIDE 3/6 INCH DIAMETER SPACER BARS OR TIS AT 24 INCHES ON CENTER TO KEEP REINFORCING IN PLACE S AT LOCATIONS OF INTERFERING REINFORCING LAYERS, OFFSET LAYERS BY ONE SAN HARPER TOWARD MIO -DEPTH OF EHE SECTION AS REQUIRED FOR PLACEMENT. REINFORCING MAY BE SPRUNG AT INIERFFRENCE LGMTONS AS PERMITTED BY TIE OWWR. INCREASE THE CONCRETE THICKNESS BY LOWERING TELE SUBGRADE AS REQUWED TO MAINTAIN THE SPECIHEO MINIMUM CONCRETE COWES. 4. M NOT PLACE ANY PIKS, CONCURS, OR DUCS IN CONCRETE UNLESS SPECIFICALLY DETAILED. 5. AUDIENCE CONSTRUCTION JONES TO FMWTATE CONAMJCRON MAY BE ADDED IF PERMITTED BY TIE AGENCY. 6. STAGGER IAP SPLKES IN ADJACENT BMS BY ONE IAP LENGTH. 7. REINFORCING SHOWN CONTINUOUS MY BE UPPED DUE N CONSIDERATIONS OF MAXIMUM AVAILABLE &W LENGTHS IS PERMITTED BY TIE ENGINEER. SUBMIT A PROPOSED LAYOUT OF IAP MOULINS TO TETE AGENCY MR RENEW. BAR COUPLERS MAY BE USED AS AN ALTERNATIVE TO LAPPING. GO NOT WI REINFORCING UNLESS R IS NOTED ON TIE DRAWINGS. CONTINUOUS BNS MAY BE USED AS AN ALTERNI TO UPPING. 6. FOOTING AND WALL INTERSECTIONS: UNLESS NOTED OTHERWISE EXTEND HORIZONTAL REINFORCING TO TIE EXTENT POSSIBLE (Y CHEAR) AND TERMINATE WITH ACI STANDARD 90 DEGREE HOOKS. 9. SECURE ILEMS TO BE EMBEDDED IN CONCRETE IN PLACE PRIOR TO PULING CONCREIE MISCELLANEOUS,NR(yl I. HANDML: GALVANIZED SRI FARFHWORK I. PETER TO PROJECT SPECIFICATIONS ANO GEOTECHNICAL INVEMIGATON REPORT BY MONFELDER, GOOSE LAKE SLOUGH BOX CULVERTIDS 12.5-178 aY I. CHENc EIuD. SCHERSCHEL M. ROBERTS pROJEtt FNCVFFfl TYPICAL STRUCTURAL SECTION AND NOTES By T. CHENG eo D. SLNEISCHEL WESTSIDE PARKWAY - PHASE 6C QUENTITEAA aYD. SCHERSCHEL xsPM. RaBERTS - I CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT a 10 12.5-178 TIE 43 CONT. TO REINF. 0 2'-O' O.G. MAX. IYP. 1i WALL & WATERSIOP - REST. T & B WALL W1 PONT. EA. FACE. S WIRI WAT_RSTOP� SEE SIAUC111RN DRAWINGS e I` RUBBER & COVER W/ JOINT PREPARATION, SEE HOWZ. SUB OR SLAB SPECS. TE }3 TO WATERSIOP TOP OF 1T O.C. IMP. TAU CONC. `FDA OR SIPB W/ SECTION REST. T & B REINF EACH FACE S WIRI WAT_RSTOP� CAVIL( W/ SYNTHETIC WITHOUT WATERSTOP� CONSTRUCTION JOINT h"M 1. ALL HANDRNLSSHNL BE FIXED UNLESS NOTED OTHERWISE. 2. ALL HANDRAILS. IOCKPUTE5. & APPURTENANCES SHALL BE GALVANIZED STEEL 3. ALL HANDRNLS SHNL RE IN ACCORDANCE WITH SAFETY CODE REOUIREMEM. 4. PLACE CENTER OF HANDR4IL/WSF ANCHOR C' FROM EDGE OF CONCRETE UNLESS NDIED OTHERWISE 6'- MA 0.0. 1 1/Y0 PIPE HANDRAIL M . S HANDRAILS a NOT TO SCALE WNL & WATERSTOP 3 1/2WHEN t < 12` 5 1/2' WHEN t > 12' EQUAL SPACE EACH SIDE JOINT PREPAMFON SEE SPECIFICATIONS ROCK III PRPP 3 COM. G P WATERSE TO HORIZ. 6%6- maE REINF PM PFR LET. SIM, r.B3Gi m -- b y Iii' C FlILLEI — _ T .. SEE STRUCTURAL DOS.OPNONN CJ w/o WSJ 2I4 EOUN CONE WALL & PLAN FOR REINF. DUALS SPACED FEW. REINF EACH FACE 5' WBH WATERSTOP e WITHOUT WAFERSTOP CONSTRUCTION JOINT - WALL TO WALL /`R ­\/R1 CUTOFF AT END OF LINER I/4''0 WEEP H. R. POST & t WALL OR HOC£ S AT SLAB CAVIL( W/ SYNTHETIC MIN. RUBBER & COVER W/ z SEALANT RESERVOIR s HOWZ. SUB OR SLAB POST C.— WALL (REED.) TOP OF CONC. GOOSE LAKE SLOUGH BOX CULVERTDS- .. eco D. eo B. �K MIN. LT�VFM. WPLL REINF. ItWN1 PS SHOWN 01 CDNTRMIT DRAWING'. 5 DEEP HO@ FILL ¢TNG W/ NON -SHRINK GROUT ILL AFTER POST IS IN PLACE CAST-IN—PLACE CORD. SURFACE 1 BONS TREANOR FACE OF CONSTRUCTION TPPE JOIW IN WALL, SIAB OR FOUNDATION 1 5 NOTE 1. SEE SPELIFlCATONS FDR SURFACE PREPARATION. 2. PRIME VERTICAL EWES. 3. CONSTRUCTION JOINTS E%POSED TO HYDRAULIC BEARING SURFACES SHALL HAVE GROOVE AND SEALANT. 3 NO.i SXEETS 301 ]4< "` cucRscuEt ee6/30/1 ewlw�] Q1.S 8P D, z2 NECISiEPEO PPOFESSIONAL FNGIHF£X PLANS OPPPOVAL DATE CI7y 01FadBC4K0EEER SFIELD 1600 TRUXTUNI AVENUE BAKERSFIELDSFIELD CALIFORNIA 93301 Prep ... d by� Y:/� /tiWlIIII AAS.rw.,1. 41- w.Aemescn soon AS BUILT T No.`�GfIP 6 'G K-1— approval W/ SHORT W SEALANT SHOW JOINT SUTANT BOND BREAKER EXPANSION BACKUP ROD JOINT FILLER DIA. -JOINT WIDTH + 1/2" JOINT WIDTH - 4. OR AS NOIEO OIHFRWISE NOTE, W = 1 1/2° UNLESS NOTED OTHERWISE 12.5-178 SEALANT GROOVE EXPANSION JOINT HANDRAIL DETAILS CONSTRUCTION JOINTS z SEALANT RESERVOIR s NOT TO SCALE ` V NOT TO SLaE - NOT TO SCALE GOOSE LAKE SLOUGH BOX CULVERTDS- B�T. CHENG eco D. eo B. SCHERSCHEL SCHERSCHEL M. ROBERTS PNDJEiT ENtlHFfA TYPICAL DETAILS WESTS/DE PARKWAY - PHASE 6C BY T. CHENG "0. -4-111S I SCHERSCHEL JOHECKEDM. ROBERTS CITY OF BAKERSFIELD — PUBLIC WORKS DEPARTMENT __T Mlo g 12.5-178 I�JI THICK NOTE: ONCRETE LINING FBR ELEVATIONS MAIN NATERW.� SEE PLAN WALL BRANS SPACED 201 0 . 1 JOINT, SEE M BELL F SEE DUAL e S _ COM ACT TO 95% REL - - COMPACTION IL FlLL COMPACT TO WZ STO ease y REL COMPACTION CJ CONSTRUCTION JOINT -{ SYM SYMMETRICAL SECTION p SUE ,/f=,• -P NOTE: TURNOUT 6TRUCIIIRES 4' PERFORM PIPE DO NOT REWIRE WALL DRAINS (CONTINUOUS BEIWEEN NL RETAINING WALL GRAINS) SPECS) TYPICAL RETAINING WALLS a/4' qAD INLET, OUTLET, AND CANAL WALLED STRUCTURES .n \ JOINT SEALANT SONE: NMI \ (SIE e BIG X BELL DI WALL PIPE A 1Y L C FlAR VALVE W/F CLOW F-3012 WITH JUTE Cx4'x4' PJC WE CONCRETE WNL / j 4' PVC SPOOL FIE (INSERT INTO BBL) WALL DRAIN DETAIL t SCALE: Y = l. -O' EATING STRUCTURE O IXIBTINC C4UGE EXCAVATION/ SHORING DETAIL c SUE, NONE .wl �Oh OFF DATE DRAIN MATERW. IY SQ. x CONI. GRAVEL ENVELOPE AROUND PIPE C PERMAED PIJSNC PIPE (CONT. BETWEEN DRNNS) BOND BREA TAPE go (SEE SPECS) TYP. CONSTRUCTION JOINT SEALANT REINF. WHERE INDICATE➢ 1 JOINT,SAI w ON PUNS (I4P.) FABRIC Yn '. IR b CONSTRUCTION JOINT 0 CONSTRUCTION JOINT Q NOTE I - VAMES (SEE PIANS) 10 IXCAVAnON WITHIN LIMI15 INOICATEO RINQIRE SHORING. SEE SPECIFICAnON6. © MOUND STPBINZAPON FOR WE PROTE4TON OF UISTING FACILIRES UNDER EXISTING SOIL CONDITIONS MAY REQUIRE SHORING OR BRACING DEFEND ON GROUNDWATER OR OTHER SOIL INBTABNTY CONARIONS. WE CONTRACTOR SHALL DETERMINE REQUIRED GROUND STABILIZATION REQUIREMENTS FOR THE SAFETY OF Ek1STNG FADIUnES PRIM TD COx6TRUMON. E-RXS T. CHENG UILT SCHERSCHEL M. ROBERTS ETATEe� T. LHENG :"0, eo p. SCHERSCHEL PXOJE[T EHGIXEEf Xv p, SCHERSCHEL R. M. ROBERTS JOINT CONSTRUCTII SHEET TO' Q pxo �q,X ]02 ]3E e"` pnvlp J. ` CHER C m, 515]2 np 6/30/1 5 TRuc SYi� ABOUT Q \��u�-.0 20,2 PECI4EREN PPOfERIOHAL FHCIXEEq PLANS APPPOVPL XATE CITY OF BforR: 0 T OF AKESFIELD 16I 1600 RUXTDN AVENUE BAKERSFIELD CALIFORNIA 93301 PYepared by: J�� DISCONTINUE gEINF. 0 W.P. JOINTDO CONSTRUCTION JOINT Q INLET/OUTLET SLAB CONSTRUCTION JOINTS a SONE: I -I/2' = v -v FlLL w/ JOINT SFAWR 3/4' JOINT SEALANT NOTE: SAW CUT JOINT WITHIN hr. OF CONCRETE SET. WEAKENED PLANE JOINT 0 GOOSE LAKE SLOUGH BOX CULVERTIDS- DETAIL S WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT �0..E4 yip 12.5-178 UILT CONTRACT No. =211V ami' C.C.A. DATE �Z -/ -201 R.E. NAME,V. 6;. R. E. Signature f r i I approval -Built information DISCONTINUE gEINF. 0 W.P. JOINTDO CONSTRUCTION JOINT Q INLET/OUTLET SLAB CONSTRUCTION JOINTS a SONE: I -I/2' = v -v FlLL w/ JOINT SFAWR 3/4' JOINT SEALANT NOTE: SAW CUT JOINT WITHIN hr. OF CONCRETE SET. WEAKENED PLANE JOINT 0 GOOSE LAKE SLOUGH BOX CULVERTIDS- DETAIL S WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT �0..E4 yip 12.5-178 AIR VENT EQUIPMENT SHEET INDEX SHEET Na. (DWG No. DESCRIPTION 1 GP -I GENERAL PLAN 2 L-1 SITE PLAN 3 C-2 GOADING PLAN 4 ST -1 DESIGN NOTES, EXCAVATION/BACKFILL 5 6 ST -2 ST -3 PUMPING PLANT ROOF PLAN PUMPING PLANT AN 8 �— ST -4 PUMPING PLANT LONGITUDINAL SECTION LONGITUDINAL SE 0 ST -5 PUMPING PLANT TRANSVERSE SECTIONS 9 ST -6 PUMPING PLANT FLOOR PLAN '0i__ 11 - ST-T 5T-8 PUMPING PLANT FLOOR PLAN .._ PUMPING PLANT FLOOR PLAN 12 __ ST -9 IPUMPING PLANT FLOOR PLAN__ 13 14 ST -10 ST -11 PUMPING PLANT SECTIONS AND DETAILS PUMPING PLANT SECTIONS 320.00 ST -12 PLATFORM PLANS, SECTION ANO DETAILS __15 16 ST -13 __— ST -14 DEBRIS BASIN GRATE DETAILS ELECTRICAL BUILDING PLAN 4N0 SECTIONS T8 10 ST -15 TYPICAL DETAILS - 1 ........._._. 19S ST- __—_- TYPICAL DETAILS - 2 20 ST -I1]7 TYPICAL DETAILS - 3 21 �- 22 ST -18 ET -19 TYPICAL DETAILS AND NOTES TYPCIAL DETAILS - 5 - V - 23 ST -20 TYPICAL DETAILS - 6 24 25 ST -21 ST -22 TYPICAL DETAILS - 7 TYPICAL OETAI LS - 8 26 M -t PUMPING PLANT PLAN 2] ....28 M-2 ...M-3 PUMPING PLANT SECTIONS - 1 PUMPING PLANT SECTIONS -2 — 29 M_9 PUMPING PLANT SECTIONS - 3 30 _ M-5 PIPE DETAILS -_I 31 M-6 PIPE DETAILS 2 32 M-7 PIPE DETAILS 3 33 EE -I .LEGEND AND ABBREVIATIONS 34 35 EE -Z_ EE -3 SITE PLAN AND DETAILS _ 'POWER SCHEMATIC DIAGRAM 36 EE -4 !MCC & SWITCHBOARD OETAI LS 37 30 EE -5 EE -6 (ELECTRICAL POWER PLAN ELECTRICAL LIGHTING PLAN 39 EE-] CONTROL SCHEMATIC DIAGRAM IO 91 EE -8 EE -9 ELECTRICAL DETAILS ELECTRICAL STUDY - 42 N -I RETENTION BASIN PROBE WELL AIR VENT o� -Yp smu wcxsaer EQUIPMENT SCHEDULE SET POINTS STEEL VALVE PUMP RATE TDH ENCLOSURE— POWER 341.00 PRESSURE RATEC " (gpm) MANHOLE COVER' o� -Yp smu wcxsaer ELECTRICAL EQUIPMENT SCHEDULE SET POINTS PUMP RATE TDH SYNCHRONOUS POWER 341.00 P repored for: CITY OF ERAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301- EQUIPMENT (gpm) (ft) SPEED (rpm) (hp) VOLTS PHASE eECTRICA 3,000 9.0 3 ON LTA: OO SINGLE LEAF HATCH 322.00 PUMPS 1, 2 & 3 5,000 20.0 720 70 460 3 kq PFGQOF 5,800 12.6 PUMP 2 OFF ( All 320.00 000 28,6 320.00 PUMP PUMP 4 050 27.0 1,800 15 460 3 I 900 26.1 4 ON um I � F 314,75 PUMPING STATION STORAGE: 15 300 CF 4 OFF fOG STORM DRAIN SYSTEM STORAGE: 21 600 CF w ROBERTS PAGF A0.EA it SHOpYQOF o PAVED AREA: 36.5 AC LANDSCAPE AREA: 15.2 AL ------------- ---------------- ------------- ELECTRICAL 16 0 PUMP SET POINTS WATER ELEVATION STANDARD FUNCTION (ft)(LEVEL TRANSMITTER) EMERGENCY FUNCTION (FLOAT SWITCHES) EMERGENCY FUNCTION (PROBE) 341.00 P repored for: CITY OF ERAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301- m 0fsT5j PLAN BASIN HIGH WATER ALARM 328.00 NIGH WATER LEVEL ALARM HIGH FLOAT: HIGH WATER ALARM 4LL PUMPS ON eECTRICA 325.00 PUMP 3 ON LTA: OO SINGLE LEAF HATCH 322.00 PUMP 3 OFF 322.00 PUMP 2 ON kq PFGQOF ,.A. DATE -/� 320.00 PUMP 2 OFF ( All 320.00 PUMP 1 ON 320.00 PUMP 4 OFF ROBERTS M. 310.00 PUMP 1 OFF LOW FLOAT: ALL PUMPS OFF (WHEN OPERATING IN EMERGENCY CONDITION ONLY) I 315.98 PUMP 4 ON um I � F 314,75 PUMP 4 OFF fOG _ ELECTRICAL 16 0 ;tion Joint 15fi •_i•• 1 _ tle per Minute _� peel Section CONTROL P repored for: CITY OF ERAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301- m 0fsT5j PLAN IiUA Pra pared by: BULLARD, TYP. A"COM F eECTRICA m _Wol'n Point LTA: OO SINGLE LEAF HATCH qP,W y FD SCALE: 1/B"=1' -O" kq PFGQOF ,.A. DATE -/� �j ASTRETE RD CEO - ( All i` ARC AND ARCH CULVERTS _.NAMEaGyil:jge� W4Y Ll M. ROBERTS M. DETAILS I M. 920 um I � F II I• INLET CHANNEL fOG _ w ROBERTS it SHOpYQOF o 3 ------------- ---------------- ------------- I ----------------------------- AT JJ (3) PLATE PANELS, TYP. I 14 0" SINGLE LEAF HATCH ELECTRICAL °r E e ANIEL S. e* ca6rvDulsr „P7 z/31 n nvlL y os za zmz gEGI51FA0) Pq0 AL EHGINEEP pL AHS dppgp VAL PATE ;tion Joint D+he Wise Noted- 1 or tle per Minute _� peel Section CONTROL P repored for: CITY OF ERAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301- eel Section PLAN IiUA Pra pared by: ABBREVIATIONS (M -Z) A"COM OC eECTRICA m _Wol'n Point LTA: OO SYMBOLS (SHEET 2 OF 2) )NTRACT No T-171VRZ��C'T��F,F SCALE: 1/B"=1' -O" N AND BACKFILL ,.A. DATE -/� �j ASTRETE RD CEO - ( All CONCRETE B B ARC AND ARCH CULVERTS _.NAMEaGyil:jge� • D. CRONOUIST c o M. ROBERTS M. DETAILS -Y D. CRONDUIST M. ROBERTS PgOJ[ D. CRONOUIST M. ROBERTS VACUUM RELIEF -AIR INLET VALVE WITH - STEEL ENCLOSURE HWL 330.00 IATIONS °r E e ANIEL S. e* ca6rvDulsr „P7 z/31 n nvlL y os za zmz gEGI51FA0) Pq0 AL EHGINEEP pL AHS dppgp VAL PATE ;tion Joint D+he Wise Noted- 1 or tle per Minute _� peel Section or Level P repored for: CITY OF ERAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301- eel Section Vertical IiUA Pra pared by: ABBREVIATIONS (M -Z) A"COM OC :Int _..._.......-. Lippe f con�rere STANDARD PLANS - To f Steel —Iunl DATED JULY e o D+he Wise Noted- 0 A 'Wa+ers+op At OA ABBREVIATIONS fA-LI -LI u iwith Al OR ABBREVIATIONS (M -Z) I OC SYMBOLS SH T 1 OF 2) a _Wol'n Point LTA: OO SYMBOLS (SHEET 2 OF 2) )NTRACT No T-171VRZ��C'T��F,F N AND BACKFILL ,.A. DATE -/� �j ASTRETE RD CEO - ( All CONCRETE B B ARC AND ARCH CULVERTS _.NAMEaGyil:jge� Y l E. Signature f r pnalapproval COLLAR , TYP As-pMilt information 3 42"0 RLP 0 RCP Elev 319.6] I\. 1 Inv Elev 0.21% 321.20 (E) Elev 315_6] Iv2.6" Inv Elev DI 0. U0 y ._.. 5 0 5--V' c SECTION A SCALE: 1/8"=1'-0" $ RENFRO ROAD OC PUMP PLANT GENERAL PLAN GP -i= WESTSIDE PARKWAY — PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1 ­ o, y2 12.5-178 31ES�S`OF- N 2318294.77 E 6212457.33 END OF OUTLET Flos �cx ovenssoxT al -N arr .-I RETENTION BASIN 2318502.05 SEE PLANS BY D.CRONOUIST D M. ROBERTS 0. LRONONST M. ROBERTS D. CRONOUIST M. ROBERTS 2310 .0] . O NO. SHE 2]25 7 9scsss" DRAINAGE INLET n LRONOILIIST ex¢12/�m N // (/ // dam- 09-29-2012 b // M RrursreRE9 v6o= AL ErcwFex 6Edxs aPaR9wAL Da1E /j / £or: /j CITY OP CITY OF LD // // AEUERSFIE 1600 TRU%TUN AVENUE � BAKERSFIE LD CALIFORNIA 93301 // Pre p ITred by: P -MM f// N2319469.50 E 62 632.36 NORTH BRIER ELECTRICAL BUILD G a N 2310 1.86 E 62 629.49 50 H CORNER OF ELLC ICAL BU ILO[NG 318461.1) 212618.60 TH CORNER OF PUMP STATION SCALE: 1"= 20' AS BUILT CONTRACT No. T 9 bU F�, C C.C.A. DATE 11-13 -- R.E. R.E. NAME R.E. Signatur f final approval of As -Built information RENFRO ROAD OC PUMP PLANT M. ROBERTS BE.. °' SITE PLAN .ITIT .RRREAN 5OC-0352N y - WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 2 6X0 42 12.5-178 PUMP STATION DESIGN NOTES 1. DESIGN Caltrans Bridge Design 5pecifications _RFD Version, April 2000 For still/concrete interaction, but Feb. 2004 for loading criteria & design methodology. a. Lands: Soil density = 120 Ib/ft} Ground water table = Elev 320 to 341 (design only) Coefficient of earth pressure above ground pressure -Active condition = 31 Ib/£t3 -At-Rest condition = 73 Ib/f+3 -Passive condition = 350 psi above ground water. 215 psf below ground water. The lower 1/3 of the structure is submerged, -Seismic condition = per geotechnical report live load for roof, platforms & landings = 100 Ib/ft3 C. Reinforced concrete (working stress design): f'c = 4,000 psi fy = 60,000 Dai C. Miscellaneous metal (working stress design): fy = 36,000 psi unless Otherwise noted 2. Sails Report: Foundation Report for Renfro Road OC Pump Plant doted 1/12/2010, by Kleinfelder, Inc. 3. Allowable Soil Bearing Pressure = 4,000 pat PUMP STATION DETAIL NOTES I. Metal work Notes a. All metal work shall be hot -dip galvanized after fabrication, except stainless steel, aluminum, and cast Iran. b. Secure metal to metol coectione, with $'V x 1 hex head machine bolts, look wasters, and hex%" VARIES, nuts, unless otherwise noted. c. Epoxy anchors shall be n"0 SST and have GRADING " E minimum embedment. 36" Max Spacing and placed 6max from ends, two minimum per connection, unless otherwise shown. tl. Epoxy anchors used for securing ladders inside pumping plant shall be of stainless steel. e. All lock washers shall be helical spring lock ashes. f. All railing and lacl shall have s oath edges. g. Welded steel grate; unless otherwise noted bearing bars 1$' x )b6' % 13(6" C -C W<' x &" cross bars & 4" L -C trim bars 1M" x i§" fillet welded to ends of bearing bars and all opening. Grate shall be aG.h.r.d to supports wNh $'V thread stud and "saddle Clip" type fasteners as recommended by the manufacturer. Fasteners shall he installed at 36" L -C ma , 6" from ends, and 3" min. per fixed grate. Traffic rated grate: Bearing bars 6" x %" m 1X" C -C 1a" x 9' crass hors a 4" C -C Trim ears 6" x isX" fillet welded to ends of bearing Dors Indicates and elev io bearing bars 2. For pipe locations and elevations, s mechanical plans 3, For RLP elevation and locations, see roaddpions Not., For dompproof ing system, see special provisions of specifications. TYP. LONGITUDINAL SECTION NO SCALE EXCAVATION AND BACKFILL NO SCALE DENG CHENG OLANTITIES By D. SCHEPSCHEL D. SLHEPSLNE M. ROBERTS 0. SCHERSCHE Else ELT EfWINFFI M. ROBERTS TYP. TRANSVERS Varied, s Grading Plan Prepol-ed for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre,d,,odw bye�: uu A� aer,UtLT on all verti II and rap of���/ �p 4TRAi f� cc; m" A. DATE _F NAME — — CTIO :. Signnt e f trKA approve) As -Built informal, ron \✓s FFG = Elev 393.13 2._0. Iestimated I grounewoter E IeV=300.0 IECti a SECTION SECTION 2 ND SCALE NO SCALE LEGEND, Structure Excavation (Pumping Plant) X ® Structure Backfill (Pumping Plant) & x See Detail r zz RENFRO ROAD OC PUMP PLANT soo-G3szw DESIGN NOTES, EXCAVATION/BACKFILL ST -1 WHSTSIDH PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 14 12.5-178 6HE V�_� as-26-2012 PFLISIEPEa PP ESSIGXIL FNCINFEP GLPN3 dPPPOV OdiE Prepol-ed for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre,d,,odw bye�: uu A� aer,UtLT on all verti II and rap of���/ �p 4TRAi f� cc; m" A. DATE _F NAME — — CTIO :. Signnt e f trKA approve) As -Built informal, ron \✓s FFG = Elev 393.13 2._0. Iestimated I grounewoter E IeV=300.0 IECti a SECTION SECTION 2 ND SCALE NO SCALE LEGEND, Structure Excavation (Pumping Plant) X ® Structure Backfill (Pumping Plant) & x See Detail r zz RENFRO ROAD OC PUMP PLANT soo-G3szw DESIGN NOTES, EXCAVATION/BACKFILL ST -1 WHSTSIDH PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 14 12.5-178 1 AS BUILT CONTRACT No. L C.C.A. DATE R.E. NAMEM e'� R.E. Signature lff6r f I approval of As -Built information PYapor-l Por: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Am—CM t7 cover Fice,see'de+ail ionstruction joint Notes: Gal, ad coat top of plates with t. LocE+e where indica+ed on the drawings. ,EDcover ekid sooting per 2. Inlet channel sln91e box. specif icatiane. a Bottom slob at Max C -C t ROOF PLAN b. wane and tap slab E+ zs• Max c -c 51�14 OFF DATE 12.5-178 RENFRO ROAD OC PUMP PLANT e. I. CHENGo o. scHERSCHE M. ROBERTS a"'°" "°' PUMPING PLANT ROOF PLAN p J T-2 I, CHENG 0. SLHERSCHE eXOJECT FNGIXFFA 50C -N 352W WES TSIDH PARKWAY — PHA SH 60 e+ o. SLHERSCHEL JoHECKED M. R06ERTS ID sEARD" CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT g qp 12.5-178 C I D WPM. P = 1 . FOUNDATION PLAN SCALE: 1/4" = 1'-0" ,0•• HS54x4A POST rn v 315.6] `�+ f � 3fi" BASE PL 'SIMSET BOLTS W/ SIMPIDN SET -XP 3 16 EWXY W/ MIN 5 EMBEll z DETAIL SCALE: 1" = _, T. CHENG T. CHENG �0 39 W` UAVIP J. f HE xo. 515]2 i q SiPUC CMFER LAHS APPPOVRL ORTE Pt-eporad For: CITYOF EIAKERSFIELD 1600 TRU STUN AVENUE BAKERSFIELDSFIELO CALIFORNIA 93301 POe p,edww by: AE AS BUILT CONTRACT No. %, 9 / P) C.C.A. DATE —/ 3 -21SL5 R.E. NAME /%7 R. E. Signature f of f hAl approval of As -Built information RENFRO ROAD OC PUMP PLANT D. scxERseHE M. ROBERis 5OC-035 PUMPING PLANT FOUNDATION PLAN ST -3 O. SCHENSCHE RUJECT FNCIHEFA SOC -0352W M. ROBERTS WESTSIDE PARKWAY - PHASE OC CITY OF BAKERSFIELD — PUBLIC WORKS DEPARTMENT E ...o. 42 12.5-178 n-� Handrail per ae+all eTw 1 •-0" B' -o" 2'-0" 6'-0" -Const it 24" Dia pipe eer %6012N� PL Y S Elev 348.00 5=. a ---- n— Reinf #6012 r� L 5x3 9 c a i A n° 86012 61 I � SIm CJ w/a WS CJ W/ WS tIat Elev 345.50 1 — Inv EIeV 3q1 .50 NOTE: SEE PLAN j SECTIONS FOR X36 p'a #6012"f29 i ` HORIZONTAL Re In e #6012' 6 I �• I 41 00 r n J`� 6 012 TOS #7012 rV El 1j Elev 339.1071 �ra+log Fill a� Fill %612" 6" #7012 Y^-ti;'s�f' cd 2'-0" � cfixleas _ `W14x 53 AS BUILT CONTRACT No.%9 1/(/Pz L' C.C.A. DATE 'i -/ 3 -2,l R.E.NAME/i'//�. III Iv grat in R.E. SignaturIr '" _ I. -'Gal. Ian and S . GnPhy l be of As -Built "'III tt6012 I EIeV 6 335.16 TYP 0 W CJ /o Ws e -n 2-#9x1Y-0' WPM. P -Elev 335.16 so -2. sT-3a , RENFRO ROAD OC PUMP PLANT e. T. CHENc AIIST. CHENG T6B(4-Total) 0. sCEERSCHE M. ROBERTs 0. SCHERSCHE PROJEti e11`RT- 50C -0352W PUMPING PLANT LONGITUDINAL SECTION ST -4 r m" ovcxsmxT WESTSIDE PARKWAY — PHASE 6C e. D. scxERscHEL °„ ° M. ROBERTS %7x8'-0" SIGNaTT a.Te H ANDRAILCIRY� 4'-3" i. ° mz CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT R4 T01 Tm I 1 I.- ttT06"TOGI - 7 Ele El ev 331 ati� .12� � 9 L - - J C6x1 B.T5 -- � %]x15•_0" 012 W14x53 B" 2°• I q" Flllet Typ #7x20'-0"0 6 � 2'-6" I I #7 le 6 TYR 10 Sump) 2'-6" Wall ESP it IBeYontl I _ ' I I I m %B06" 'I- Elev 319.67 Top of ` Trv) J I e lope . I CJ w/o Ws Bar Elev 31 sxEEr T NP. s O Qp° i°q� )09 399Ts 3S OAVIO J.VF CHERSCH x°. 515]2 m 6/30/1 PEGISTFPEO PPOFEsll AL FN [NEEP pLRXS APPPOVAL DATE CIITT pored ti=o r: CY OF EIAKERSFIELD 1600RTRUXTUN AVENUE BAKESFJELD CALIFORNIA 93301 Praparztl by: /L -'CSM lamatch L134/- .00 Level 1E8 12.5-178 0 WPM. = so -2. sT-3a s RENFRO ROAD OC PUMP PLANT e. T. CHENc AIIST. CHENG GHEINED 0. sCEERSCHE M. ROBERTs 0. SCHERSCHE PROJEti e11`RT- 50C -0352W PUMPING PLANT LONGITUDINAL SECTION ST -4 r m" ovcxsmxT WESTSIDE PARKWAY — PHASE 6C e. D. scxERscHEL °„ ° M. ROBERTS SIGNaTT a.Te i. 7777' CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ..a."42 I.- 7 12.5-178 b 1 El. 32U Topof Grtg & Wall Elev 319.1 Open . Qer 3501 CvttU ttunr L eP1°""°' s1 T -s - sr -la �PL T T. CHENG ..� EL 398.00 50C 0352W _ WHSTS/DE PARKWAY 2 CURH REINF 5.3 + D. 50 (Typ) 27 With Lad d 7 Ele, 3965 sT-e sFle q-#q0T" mx Cont all. or Bilcro "E, az Cont To of Beam 2 Sae 17 Wee Elev 339.10 sT-tz Plan 4012" 27 s1117wS S. 1 Eley. 3363 N ST -nn sr -T J a4Ql 2" Ueda., Q ' b 1 El. 32U Topof Grtg & Wall Elev 319.1 Open From flee 319.67 sT-p b Qev 339.00 1 RBNF S NO.T SHEETS 31e ]qq LNERSLHEL � 6x rV sT� r u,� V PECRIEPEO PPOFESSIONIL FNGIHFfP PLlNS91Ppp0VpL ORE Prepared Pal-: CITY OF E3AKERSFIELO 1600 TRUXTUN AVENUE BAKERSFSFIELDELQ CALIFORNIA 93301 P...... dw bb,: Roof Notch D. SCHER5CRE M. ROBERTS eP1°""°' PUMP/NO PLANT TRANSVERSE SECT/ONS �x G v �-`x - T T. CHENG ..� D. SCHERSCHE PPO.Eti ENGINFFA 50C 0352W _ WHSTS/DE PARKWAY 2 CURH REINF I + D. SCHERSCHEL ." N. ROBERTS 407 ' q-#q0T" mx Cont DEPARTMENT "E, az Cont r 17 Wee #4012' n 4012" 27 s1117wS S. I m N ST -nn J a4Ql 2" W2 A+ z -wall side8%12 DETAIL z DETAIL sT-5 ST -4, SCALE: 3/q" = 1'-1" L 3,.,B 17 CJ x sr -P wS a. A,/j LNAE EL 315.67 From flee 319.67 sT-p b Qev 339.00 1 RBNF S NO.T SHEETS 31e ]qq LNERSLHEL � 6x rV sT� r u,� V PECRIEPEO PPOFESSIONIL FNGIHFfP PLlNS91Ppp0VpL ORE Prepared Pal-: CITY OF E3AKERSFIELO 1600 TRUXTUN AVENUE BAKERSFSFIELDELQ CALIFORNIA 93301 P...... dw bb,: LHENG ° D. SCHER5CRE M. ROBERTS eP1°""°' PUMP/NO PLANT TRANSVERSE SECT/ONS �x G v �-`x - T T. CHENG ..� D. SCHERSCHE PPO.Eti ENGINFFA 50C 0352W _ WHSTS/DE PARKWAY — PHASE OC I + D. SCHERSCHEL ." N. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT "E, az " �' g Wa+ers+ap to Elev 320.29 27 ST -nn W2 A+ z -wall side8%12 L 3,.,B LNAE EL 315.67 EL 315.67 o E EL 312.671 .7\A, .12- 5 12- 5 #7 1 a SECTION sT-5 60AL€: 3/6" = 1'-0" ST -3 K.C. )1gnaTurext0Rfinalapproval of AS -Built information RHMPRO ROAD OC PUMP PLANT d ". T. LHENG ° D. SCHER5CRE M. ROBERTS eP1°""°' PUMP/NO PLANT TRANSVERSE SECT/ONS �x G v �-`x - T T. CHENG ..� D. SCHERSCHE PPO.Eti ENGINFFA 50C 0352W _ WHSTS/DE PARKWAY — PHASE OC eoT + D. SCHERSCHEL ." N. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT "E, az g 12.5-178 1 I No �� PLAN SECTION (Elev 326.00) D. SCHERSLHE M, g05EBT5 0. SCHERSCNE PPDJECi EfWIxEEr M. ROBERTS AS ACT No. )ATE -Z/—/,3 - l signature for in proval Built information WS" 9eyond 'HEFT ears:s o No. HRETs ro7u e. s1 s7z ➢ 6/30/13 A. A- OFF DATE 'UINTITIES JAY 0. SCHERSCHEL PE6ISlEAED PPDFFSSIDNIL FNC[NFEP PLRNS APPPOVAL DATE RI "I"TS 'EID111 CITY OF BAKERSFIELD D. SCHERSLHE M, g05EBT5 0. SCHERSCNE PPDJECi EfWIxEEr M. ROBERTS AS ACT No. )ATE -Z/—/,3 - l signature for in proval Built information WS" 9eyond EIDV 319.67 / 'Lope v \ EIeV 315.67 Elev 312.67 LAB Heinf a RAMP SECTION ST -4 it PLAN DETAIL RENFRO ROAD OC PUMP PLANT sac-o3s2w PUMPING PLANT FLOOR PLAN ST -6 WESTS/DE PARKWAY - PHASE OC , CITY OF BAKERSFIELD - PUDLIC WORKS DEPARTMENT qp 12.5-178 'HEFT ears:s o No. HRETs ro7u e. s1 s7z ➢ 6/30/13 PE6ISlEAED PPDFFSSIDNIL FNC[NFEP PLRNS APPPOVAL DATE Prepared For: CITY OF BAKERSFIELD 1600 TRLIXTUN AVENUE BAKERSFIELD CALIFORNIAIFOR 93301 P reparedby: ASWM EIDV 319.67 / 'Lope v \ EIeV 315.67 Elev 312.67 LAB Heinf a RAMP SECTION ST -4 it PLAN DETAIL RENFRO ROAD OC PUMP PLANT sac-o3s2w PUMPING PLANT FLOOR PLAN ST -6 WESTS/DE PARKWAY - PHASE OC , CITY OF BAKERSFIELD - PUDLIC WORKS DEPARTMENT qp 12.5-178 00._0„ 10,_p„ 2._11. P 0 WALL ST -12 — — — — For Reinf see — — opposite wall `---- — :i 5—' 'O—'el o, RPB6 Note: 9'-0" Far vertical reinforcing, se rA si n PLAN SECTION (Elev 336.00) I I SHEET i0' NO. SHE ]IE y _e CHEPSCHEL P ST a .v'q 4ewl�xx PEGI4FAE0 PPOFESSIONAL ENGI PLLXS 1PPPOVIL e1TE TY I COF BCKERSFIELD 1600 TRU ETON AVENUE BAKER SFIELO CALIFORNIA 93301 P,P,edww by: AS AS BUILT CONTRACT No. %9 C.C.A. DATE- Li-/4-7n/s R.E. NAME,�/j R.E. a ij P f6r bnal approval of As -Built information RENFR O ROAD OC PUMP PLANT _ "• T. CHENc ° o. sCHEflscHE M. ROBERTS PUMPING PLANT FLOOR PLAN $T-] oc°1°x wcn°I°x. x T. CHENG 0. SCHEflSCNE PPPIECi EHGIXE£P 30C -0352W WESTSIDE PARKWAY - PHASE 6C .I<x OFF DATE By O. SCHERSCREL ICHECKED M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT tp�EET ql m I For Paatfo m plan ntl deco ils se Ow9 Si -12e - I I Pipe Brace 1 (TYP.) ST -13 l••.. -- ED-- I I I r-- - #)x24._0, ®12 b6"C_C 5'-10 ePw6' I _ T N7x1 s-0"® 6 1 `---- — :i 5—' 'O—'el o, RPB6 Note: 9'-0" Far vertical reinforcing, se rA si n PLAN SECTION (Elev 336.00) I I SHEET i0' NO. SHE ]IE y _e CHEPSCHEL P ST a .v'q 4ewl�xx PEGI4FAE0 PPOFESSIONAL ENGI PLLXS 1PPPOVIL e1TE TY I COF BCKERSFIELD 1600 TRU ETON AVENUE BAKER SFIELO CALIFORNIA 93301 P,P,edww by: AS AS BUILT CONTRACT No. %9 C.C.A. DATE- Li-/4-7n/s R.E. NAME,�/j R.E. a ij P f6r bnal approval of As -Built information RENFR O ROAD OC PUMP PLANT _ "• T. CHENc ° o. sCHEflscHE M. ROBERTS PUMPING PLANT FLOOR PLAN $T-] oc°1°x wcn°I°x. x T. CHENG 0. SCHEflSCNE PPPIECi EHGIXE£P 30C -0352W WESTSIDE PARKWAY - PHASE 6C .I<x OFF DATE By O. SCHERSCREL ICHECKED M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT tp�EET ql 12.5-178 �� PLAN SECTION (EIBv 346.00) SCALE: 3/B" = P - 0" )"I., AS BUILT CONTRACT No. T9 /4/%�1 C.C.A. DATE R.E. NAME M, R.E. Signature 4qCrfinal approval of As -Built information SHEET TO1 e ° g Iq�q/ N0. SHE ]I] OAV10 J. F` HERSLNEL � 51� 6/30/1 sTRu 09-28-2012 PECISiEPED PPOFESSIONAL EN01XFJiP PLPN] dPPPDVIL DAiE CI CTYy ered Por: COF BAKERSFIELD 1600 IAVENUE BAKERSFIELD CALIFORNIA 93301 P......6 by: ASEMM Note: O1 Plnc waTerstop os shown and at footing fp wall n SECTION RENFR O ROAD O C PUMP PLANT M. ROBERTS °"'°`°"°' PUMPING PLANT FLOOR PLAN ST -8 0.1ECT EHGIXEFP SOC -0352W WESTS/DE PARKWAY_ - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12.5-178 • T. CHENG U. SCHERSCI ¢csmw wsns�¢xT T. CHENGD. SOHER5C smro ¢rr -T. s 0. SCHERSCHEL c M ROBERTS )"I., AS BUILT CONTRACT No. T9 /4/%�1 C.C.A. DATE R.E. NAME M, R.E. Signature 4qCrfinal approval of As -Built information SHEET TO1 e ° g Iq�q/ N0. SHE ]I] OAV10 J. F` HERSLNEL � 51� 6/30/1 sTRu 09-28-2012 PECISiEPED PPOFESSIONAL EN01XFJiP PLPN] dPPPDVIL DAiE CI CTYy ered Por: COF BAKERSFIELD 1600 IAVENUE BAKERSFIELD CALIFORNIA 93301 P......6 by: ASEMM Note: O1 Plnc waTerstop os shown and at footing fp wall n SECTION RENFR O ROAD O C PUMP PLANT M. ROBERTS °"'°`°"°' PUMPING PLANT FLOOR PLAN ST -8 0.1ECT EHGIXEFP SOC -0352W WESTS/DE PARKWAY_ - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12.5-178 1 I 8'-0" 2'-0 Removable handrail (GaIV.) L ISx3x'/e LLIJ �I ONO Note 1 —�TYP T. CHENG e° D. SCHERSCNE PVGJECT ENGINEER SOC -0352W ® DOI —I ® I Panel J Ino 77 _ L Sx3xl� LLV 1 PL 34 (3 poI Vent —9- L 5x3xh' LLV go on, _ L 5x3xYLLV 6'- 6" 6_6" P O I ® 6 012 J All around ONO trim to Clear apenings = For Reinf not s11.Yrt1 See 4. For oeeltlonnl Betaw 4"x0" Vent Openings in not sM1On (curbs (4- e .. a STotlon e ST -2. wide, a- �totall O v M RCP _ O o r• LLVx3x at PL % ifTi IITi/1 /JILT Bolt -down 24"6 Pressure—/ IAanhale Cover & Frame 44012" rated for (Ops i. Shape EW TOP and markings slmilar to e TOP SLM Notes: 10 H.R. Post Spa g = 6" (Typ.) CONTRACT No. -7` r A n ATC Z�l - / Z - 7 /S / 4_0.1 REMOVABLE (Elev 348.00) 6'-0" 4x506" Cap (Three .Tore) 0 go box & " eio rod 1 LIFTING LUG DETAIL \ - / SCALE: 1 1/2" = I' - 0" 1 L ISx3x'/e LLIJ �I ONO I —�TYP T. CHENG e° D. SCHERSCNE PVGJECT ENGINEER SOC -0352W ® DOI —I ® I Panel J Ino 77 _ L Sx3xl� LLV _ PL 34 (3 poI L 5x3xh' LLV go on, a.,n L 5x3xYLLV 3/e 4 2'-8" L 5 3x'/e LLV~ 2'_8n— 2•_6" I ® BD J % ifTi IITi/1 /JILT Bolt -down 24"6 Pressure—/ IAanhale Cover & Frame 44012" rated for (Ops i. Shape EW TOP and markings slmilar to e TOP SLM Notes: 10 H.R. Post Spa g = 6" (Typ.) CONTRACT No. -7` r A n ATC Z�l - / Z - 7 /S / 4_0.1 REMOVABLE (Elev 348.00) 6'-0" 4x506" Cap (Three .Tore) 0 go box & " eio rod 1 LIFTING LUG DETAIL \ - / SCALE: 1 1/2" = I' - 0" ¢' T. cx5rvc 10 go box & 1" Lip 31 1" dla rod T. CHENG e° D. SCHERSCNE PVGJECT ENGINEER SOC -0352W Typ E. D. SCHERSCHEL 1—KED N. ROBERTS 77 PL 11 e�1e 12 742 go on, a.,n 3/e 4 Ea end D SECTION - .GALE: 3" = 1' - 0" Ply, lY Std Handrail Post Joint &J§" gap �IRemovabl¢) 4LO gle PEnd P Pipe Uy' %-strongPost Pocket (Gale.) No weld atw/ Removable Plug Center PaPL $az3�"x3✓4" V �� c SECTION SH oET TOTAL Pp0 )O' sxEETs ao ➢19 39G We Gav1B J. ` cxERs ` e. 515]2 m 6/30/1 + �35�TPUC PECISTEPEN PPOFFSSIONA CMEEP PIANS 4PPeeV4L U4lE Y T I COF CITY OF BAKERSFIELD 1600 RTRUXTUN AVENUE BAKESFIELDCALIFORNIA 93301 - Preporetl■wby:�, /'1— e SECTION PL Y Panel I/4 1/4 L 5.3 o SECTION -W Cont e Qec, _ angle. ids U `J SCALE: 3/4" = r - d" RENPRO ROAD OC PUMP PLANT Os R.E. Signatur f final appro of As -Built information ETAILSe° ¢' T. cx5rvc o. scxERscHE M. ROB'a. ""°' PUMPING PLANT FLOOR PLAN T = S / -9 T. CHENG e° D. SCHERSCNE PVGJECT ENGINEER SOC -0352W WESTSIDH PARKWAY - PHASE 6C q E. D. SCHERSCHEL 1—KED N. ROBERTS 77 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12 742 12.5-17E m#6012" s SECTION sr-�o SCALE: 1 1/2" = 1' - 0" For cuN reint see E dwg. ST -9 #7Al2" #4 n---1 RooF Hatch — See Secti Sea Roof Plan L 5x3 2 Cir Sao sac+Ion #746" #4.12 EW See Section -0" 3'-( Beom a c SECTION SCALE: 3/4" = 1' - 0" �o s�cX wecnwT Roof Hatch Pocket, TYp H OCI�ry1 OG4r IIV1� scue: 7 -1 - d' Elev 349.76 V 1. 3•-O.. z._g.. all .,.and Opug beyond Beam Opag beyond - B T C SHIP 1po iaxxV od. roes I I I #TA5 F— #7ml2 #41—"1 I N Frame PL ja c o Per a SST PL 1x5x0'-I ri l ns I ^Ir-- iii +ackwe le to L Keep Weld Studs 1N" min clr of openings - CH EP S CH EL , Y"x11i" Rubber Gasket 1ly/" wo. S45T2 xx I I I I I I I I I 11 I I I I I I I I 1 I I I- I I I I I I I I I I I I 1 1 I I I I I I I I I I I 1 1 I I I I I I I 1 I 1 1 I I I I I I I I I I I L L 1 I I I 1 I I I I I I I I I I I I I I 1 1 I I I -T- I I 1 I I I I I I I I I I I I I I I I I I I I I I I I a3'a c30/13 �. �L #Tm5 2'_6.. 19,_61, 2•_6.. �^'+( ^�'-✓""/-�1 ae-2e-2012 5.. }�� E for: 1 46 #4412 Stirrup ?T-FfTi rE-r-Ff-ri p6 COF 7Y 1 CITY OF BGKERSFIE LD s SECTION sr-�o SCALE: 1 1/2" = 1' - 0" For cuN reint see E dwg. ST -9 #7Al2" #4 n---1 RooF Hatch — See Secti Sea Roof Plan L 5x3 2 Cir Sao sac+Ion #746" #4.12 EW See Section -0" 3'-( Beom a c SECTION SCALE: 3/4" = 1' - 0" �o s�cX wecnwT Roof Hatch Pocket, TYp H OCI�ry1 OG4r IIV1� scue: 7 -1 - d' Elev 349.76 V 1. C.C.A. DATE �" R.F_ NAMF i SHEET TOTAL all .,.and No SHIP 1po iaxxV od. roes T `p N Frame PL ja c o Per a SST PL 1x5x0'-I ri l ns I ^Ir-- iii +ackwe le to L Keep Weld Studs 1N" min clr of openings - CH EP S CH EL , Y"x11i" Rubber Gasket 1ly/" wo. S45T2 xx .a a3'a c30/13 �. �L �^'+( ^�'-✓""/-�1 ae-2e-2012 St., Wateratop m 6d R.E. Signature iiic - -- PFL6iEPE0 PflCfEs s10NAL FHa XFFP PLANS APPPOVAL 0 E for: I approval COF 7Y 1 CITY OF BGKERSFIE LD , 1600 TR II LN AVENUE SIT 1,' - 42 BAKER SFIE ELD CALIFORNIA 93301 O l O d � Built information PYeparedww bY: ..,, ASMM C.C.A. DATE �" R.F_ NAMF i 3kV:.V`: I Waterston Layout (1 ELEVATION AT FACE OF WALL 2 -raw" Cont �/ 1" Dm ( (Total z all .,.and . v�06 \� (4 To+all h od. roes T W4 x.120 SST �ec N Frame PL ja o Per a SST PL 1x5x0'-I ri l ns I ^Ir-- iii +ackwe le to L Keep Weld Studs 1N" min clr of openings 2.2 , Y"x11i" Rubber Gasket 1ly/" Mesh Screen 2- Y'Wx3' WS m 6• o/c top & bottom - - St., Wateratop m 6d R.E. Signature iiic - -- RENFR O ROAD O C PUMP PLANT PUMPING PLANT SECT/ONS I approval WESTS/DE PARKWAY , AS SIT 1,' - 42 O l O d � Built information I TYP = L m 3kV:.V`: I Waterston Layout (1 ELEVATION AT FACE OF WALL 2 -raw" Cont �/ 1" Dm ( (Total z all .,.and . v�06 \� (4 To+all h od. roes Nat W4 x.120 SST �ec N Frame PL ja o Per a SST PL 1x5x0'-I ri l ns I ^Ir-- iii +ackwe le to L Keep Weld Studs 1N" min clr of openings 2.2 , Y"x11i" Rubber Gasket 1ly/" �L Sx3� I #4IF I ol~ o I I#4412• LJ l I n ofz ' I I 1' Ola stainless) +nreoaea rod #641 r' 0."'. nu+ m Excep+ e plate. Sea No+e. 316 SIT t Beam urnbuckle 5' e' 3'-0" Note: Beom - eee .1Wal1l 1'Bid SST +nreoaea rotl, ASTM E593 -316E -A. E SECTION ST-tc SCALE: 3/4" = 1' - T. ev T. CHENG o 0. SLHLRSCHE M. gOBEFTS Wlm@ Re. e� T. CHENG o 0. SCHEPICHE PflWECT ENgXFFA SOC -0352W B. SCHERSCHEL 1.Necxso M. ROBERTS 12.5-178 a1 a Frame �]XL all .,.and . v�06 \� 3 a /' SST bolt m h 4Kw'o/c top & bo++ i46®t2 L 2x21(lj SST W4 x.120 SST �ec N Frame Woven wire cloth ur +y facing #6012' I6xlsx 017 SIT Mesh Screen 2- Y'Wx3' WS m 6• o/c top & bottom - - DDETAIL RENFR O ROAD O C PUMP PLANT PUMPING PLANT SECT/ONS AND DETAILS ST -10 WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT SIT 1,' - 42 12.5-178 �f See roatlway plans for shoultler el ev6tians BOX CULVERT TYPICAL SECTION @) JUNCTION STRUCTURE SECTION SLdLE: 3/B" = 1' - y. SCPLE: 3lR" = 1' - 0" Essom I. CHENG By T. CHENG ar U. SCHERSCHEL CH—ED D. SCHERSCHEq M. ROBERTS D. SLHERSCHE AR-11EITM111 ¢.— M. ROBERTS Trim to Clr. RCP 3" see sitle wall relnP. Na. XE ppo oH� 316 e3. _ cxERscuEL u PEG6TEPE0 PPC£ESSIONAL FNGIH R PLIXS APPPOVAL PAiE Preps CJ mor• CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P......dby: ww /X1SEEMM AS B No. -7- 6 .E. �r vCtivLE �y .E. Signature fo fi I approval `As -Built information och f aplpe 2u603" face PIPE WALL ELEV. SCALE: 3/B" /,,!ALL - 0. RENPR O ROAD OC PUMP PLANT sac�GBszw PUMPING PLANT SECTIONS ST -11 WESTSIDE PARKWAY — PHASE OC CITY OF BAKERSFIELD — PUBLIC WORKS DEPARTMENT 14 -742 12.5-178 Provide 2" open ng n Bra+ ng (Bona Opening Ledger LAx3x% LTV), TYp Well I II ry I I Im LOOOer v: Laaaer doer TYP Si-�� to Elev 31919 .67 I I mm Safety C0x10.] I Chain I 24"B Rlesr Go 'v Pl pe (Typw/.) Grating To mount 2gc tY'k7(.' Org Bars Handrail sT-ts L4x4.% w/ 2- <'W Bolts each leg Typ BM to En PLATFORM PLAN AT T.O.S. EL 331.12 SCALE: 3/8" = 1'-o" Q 2- ,'V Bolts—I FLj§--- \\ I CI Ox15.3� � y � o a SECTION SCALE: 1 1/2" = 1'-°" Q ." da SST Simpson Set -XP Epoxy Anchors 2„ dto w/ 6" mic h emoed (2- " 60 total ea l ` '} '+ r` I Notes: All Materials to be �` - •�' golVanized after fabri cotton. D.N.O. Z_"" L 1 SCALE: 1 1/2" = 'Loans, side bar VC4x7.25 mp i] RungWP I SST Simpson ' Epoxy Anchors min bed No. 5 ND.T SHEETS 31l 3qq r'S5 °AVI° JA.'(A�s '� LHE PS L HEL z 5 5]2 6/30/1 STROC IS PROF651aNPL dC WEER pL1x5 PAPPPOVAL OAiE Ps po red Por: CITY OF BAKERSFIELD 1600 IIDN AVENUE BAKERSFSFIELELD CALIFORNIA 93301 Prepal-albye: .. /xl— x cantlnuous. plate r Top of Steel �W14x53 (Bucc-S EI1O2 N 5i nature fo�fira ova -ilt information = �' tlio ig" dla SST Simpson s 3/16 Typ Set -XP Epoxy Anchors 3/16 w/ 6" m embed (2- C0%10.75 total each conN - -j ((2)) Y" ata, a xy chore ( 6' In. embed (typical wall connection( SST TnsLetlger L4x3 between conn L's 4x4 Elev 339.ID _ ¢ 2WocT ep 2xmnAnchor W 24 .pach L 1Y" Grating -- 5• piece mend located 6" max. %z1 ds PLATFORM PLAN AT T.O.S. EL 339.10 Q SCT=OaAT LADDER ,I - I I II CB " Y" Stiff W14%53 Plate /lE1 SECTION SCALE: 1 1/2" = l' G" 9T -1z RHNFRO ROAD OC PUMP PLANT "r T. cHENG Ea D. SCHERSCHEL M. ROBERTS °°'°""°' PLATFORM PLANS, SECTION AND DETAILS V T- �� - v --lo-T er T. CH ENG o D. SCHERSCHEL PRu£CT ExGMEFA 50C-03 2W WHSTSIDH PARKWAY — PHASE OC IF 1°i—lie M. aFF°xTE D. SCHERSCHEL ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT -7 42 15 12.5-178 Bent is 1 a Za"0 riser pipe i 0 pipe pracket C314'V Gbiv. M.B. in SSL (horiz) PIPE BRACKET PLAN - $CNE:1' - V �}Plotform }Beam W14x53 Outs. Ge f I, 24'4 Pipe Verify Q Rad aatl Bolts See Plan EMNrM 1" U -Bolt shall comply with MSSJ SP -58 (type 24). Abdel shall be C8x18.75 Fig. 137 be mannfacturetl by Anvil or eauol Bent 1, 1/4x4x4x0 �z� PIPE BRACKET SECTION scuF: 1 1/r = r - d' sr-> BOIL $ball comply with M55 I (type 24). Model shall be 137 ae manpfactaretl by or equal lotform Beam SHEET ioiAL . SHEE iS ,"v pnD s 1 "4 se n44 �` Bav1D d. ERSCH EL `� �P 6/30/1 �� STPUL -2012 PFLWEAEO PPOFFSSIQYAL FALIXEEP PC1N5 1PPpaV4 UaTE P,,.,adFor: CITY OF BAKERSFIELD 1600 TRU %TUN AVENUE BAKERSFIELD CALIFORNIA 93301. P ...... d bb,: /xlSEEMM AS BUILT TRACT No.C:f- k DATE / 3 a NAME 2 V R.E. 5ignature for inc of As -Built information RENFRO ROAD OC PUMP PLANT By T. cxervG o o. scHEpswE i1 MOERT5 "®°`"AAT DEBR/S BASIN GRATE DETAILS - V T- 13 ETAILS°`" T. CHENG eo B. SCHEHSCHE PPO"7 ENCMEFA SOC-o352W _ _ _ WESTS/DE PARKWAY — PHASE 6C g e+ o. scxExscxEL �" a n1, xoBExTs m -AD DO DO- DEAD I- ADOE CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 16 "X.AT 42 12.5-178 14'-0" ialI ddpening for 39 V Ir c di+Ione, ST -v size Pere Ml 9 FOUNDATION PLAN SCALE: 3/8" = 1'-0" Built-up kF Rodt ` Roofing r 1 I Riaee Line J�� .5(10 2" s w 3" Raised Pad I11 III III 44424" SCHERSCHE - III ... w°' ELECTRICAL BUILDING PLAN ST -14 �I -0" X 7'-2" Hallow Metal Oaor Signature •,w' Alappr via information I � PROJECT ENGMEERPer i .4412" Je Irl 01 F5=348.0 z:o � ., L----- ¢ wall/opening I___--- I ialI ddpening for 39 V Ir c di+Ione, ST -v size Pere Ml 9 FOUNDATION PLAN SCALE: 3/8" = 1'-0" Built-up kF Rodt ` Roofing r 1 I Riaee Line J�� .5(10 2" s eT • RENFRO ROAD OC PUMP PLANT I11 III III 44424" SCHERSCHE - III ... w°' ELECTRICAL BUILDING PLAN ST -14 �I II Signature •,w' Alappr via information I � PROJECT ENGMEERPer i L J L— — — — — — — — — — — — — — A z ROOF PLAN SCALE: 3/B" = 1'-0" No+es: See aT-20 For door schedule and jamb de+ails 3/4" Drip J = `tt5 b 12"- � 2tt4 (typ) Rhliil At Center WalI� (%4024" %4032„ Wo0 opening for 3B co tli+ioner si_31 - ¢e Pere 0"xB"xl 6" y�y�II W412"(field CMU 61 ,�l if bend)' 1 . (tat. 7) 2" Sand w/ 10 MIL `44412" Vapor sorrier r a SECTION - SCALE: 3/8" = 1'-0" som own .1h. At Wall 2.4 .4024"o.c. 1 4�Wall �.4®32" (stagger) BXB%l6 CMU .5(10 2" s III RENFRO ROAD OC PUMP PLANT I11 III III 44424" SCHERSCHE - III ... w°' ELECTRICAL BUILDING PLAN ST -14 III II F � PROJECT ENGMEERPer MZ -p .4412" Je Irl (held band) .4412" %9012" CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1Two. 42 I 2.4 .4024"o.c. 1 4�Wall �.4®32" (stagger) BXB%l6 CMU S NO.T SXE PNa �< 319 ]9 recw 0AV10 J. "i ` CHERSLHEL z `ala std TFAU PNOFESSIONAL ENGIHF£P PLANS APPROVAL GATE ePo reC Po TY " E3 AKERSFIELD 0 TRUXTUN AVENUE ERSFIELO CALIFORNIA 93301 spa re dww bb,: /�� NOTES, 1. MASONRY Concrete Masonry Units: ASTM C 90, medium welght. Maximum face shell thickness: Prwlslan Block - Maximum 1J, Inches; Increased rwinf.raim, may be required of n additional cast to the owner if thicker face siren +hlcknesses are used. 3. Marton Type M. 3. F'm= 1500 Psi. Grant all cells. Great f'c = 2,000 pal 4. Apply liquid sealer per special provisions to face of walls exposed to weather that o nat otherwise mated or covered with athe, weatherproofing materials. 5. Support Iln+els until grout in lintel cells has obtained the specified s+reng+h. 6. Provme special lamb and lintel reinforcing ardente with the +yplcal de+au on the draw cage a+ wall apeni lige equal to or greater than 16 Inches In height or width Jamb re inforcing replaces reinforcing shown In the wall section for the cell adjacent the opening. Jamb is inforcing shall be dowelled to the footing. Lintel elnforcing shop extend 24 Inches beyond the edge of openings. Special ialilia ion The owner wJl provide special inapec#Ion In accordance with the C-liforn a Building code Section 1704 where acted in the drawings and for the Following: Lent Woes In easttime. Ear+hwark- Soll materlale, compaction, lift thickness Concre+e- Sampling, slump tests, temperture placement Masanry- Grout space before grouting Grout placement Penal ms ec+ on. Earthwork - Verify Borth subgrede, bearing opacity Excavation to proper depth Concre+e- RelnfoRing type, size and spacing verify design sir Formwork d curing Masonry - Placement Reinforcing type, size and spacing Weather protection Review pull s SECTION RENFRO ROAD OC PUMP PLANT e° T. = SCHERSCHE M. ROBERTS ... w°' ELECTRICAL BUILDING PLAN ST -14 k.4 44424"a.c. Wall .,• � PROJECT ENGMEERPer MZ -p WHSTSIDH PARKWAY — PHASE 6C Je a .4412" %9012" CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1Two. 42 2" Sand w/ 10 Mil. Vapor Sorrier S NO.T SXE PNa �< 319 ]9 recw 0AV10 J. "i ` CHERSLHEL z `ala std TFAU PNOFESSIONAL ENGIHF£P PLANS APPROVAL GATE ePo reC Po TY " E3 AKERSFIELD 0 TRUXTUN AVENUE ERSFIELO CALIFORNIA 93301 spa re dww bb,: /�� NOTES, 1. MASONRY Concrete Masonry Units: ASTM C 90, medium welght. Maximum face shell thickness: Prwlslan Block - Maximum 1J, Inches; Increased rwinf.raim, may be required of n additional cast to the owner if thicker face siren +hlcknesses are used. 3. Marton Type M. 3. F'm= 1500 Psi. Grant all cells. Great f'c = 2,000 pal 4. Apply liquid sealer per special provisions to face of walls exposed to weather that o nat otherwise mated or covered with athe, weatherproofing materials. 5. Support Iln+els until grout in lintel cells has obtained the specified s+reng+h. 6. Provme special lamb and lintel reinforcing ardente with the +yplcal de+au on the draw cage a+ wall apeni lige equal to or greater than 16 Inches In height or width Jamb re inforcing replaces reinforcing shown In the wall section for the cell adjacent the opening. Jamb is inforcing shall be dowelled to the footing. Lintel elnforcing shop extend 24 Inches beyond the edge of openings. Special ialilia ion The owner wJl provide special inapec#Ion In accordance with the C-liforn a Building code Section 1704 where acted in the drawings and for the Following: Lent Woes In easttime. Ear+hwark- Soll materlale, compaction, lift thickness Concre+e- Sampling, slump tests, temperture placement Masanry- Grout space before grouting Grout placement Penal ms ec+ on. Earthwork - Verify Borth subgrede, bearing opacity Excavation to proper depth Concre+e- RelnfoRing type, size and spacing verify design sir Formwork d curing Masonry - Placement Reinforcing type, size and spacing Weather protection Review pull 12.5-178 s SECTION RENFRO ROAD OC PUMP PLANT e° T. CHENG o D. SCHERSCHE M. ROBERTS ... w°' ELECTRICAL BUILDING PLAN ST -14 50C -0352W CHENG xso 0. SCHERSCHE PROJECT ENGMEERPer MZ -p WHSTSIDH PARKWAY — PHASE 6C e. B. SCHERSCHEL oYewxea M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1Two. 42 12.5-178 NOTES STRUCTURAL NOTES GENERAL 1. THE CONTRACTOR SHALL MODIFY ALL DIMENSIONS BEFORE STARING WORK AM SHALL IMMEOWTELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. z WHERE CONSFRUCl10.N DUES ARE NOT INDICATED OR NOTED MR ANY PART OF ME WORK. C£TMIs MADE BE THE SAME AS FOR OTHER SIMILAR WORK AND TYPICAL DEALS. 3. All CONSRUCHOM SHAll BE IN ACCORDANCE WITH THE CONSTRUCTION SPECIICAMNS. 4. CONTRACTOR SHALL FOLLOW ME PROVISIONS OF ME 1997 UNIFORM BUILDING CODE. WITH CALIFORNIA AMENDMENTS. FOUNDATIONS I. REFER TO CONSiflUCTON SPECFIGTIONS FOR EW WORK AND FOUNDATION PREPARATION. REINFORCED CONCRETE I. CONCRETE SHML NAME A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 26 DAYS OF A000p•I. 2. CEMENT SHALL BE PORTLAND CEMENT TYPE II/Y, 3. INE MAXIMUM NOMINAL AGGREGATE SRL BRAT BE 3/4' NR STAN I" FOR BOOTLEGS. 4. ME MAXIMUM SLUMP SHELF BE IN ACCORDANCE WON THE SPECIFIGNONS. 5, CONSTRUCTION JOINS SHALL BE LOCATED AS SHOWN ON DRAWINGS, PECTORAL JOMS REQUIRED FOR CONSTRUCTOR SHALL BE SUBMITTED ED THE ENGINEER FOR RENEW. 6. RUNFDRCING STEL SHN1 0E DETORMEI) BARS CONFORMING TO ASIM M15 GRADE 50. 7. EARS SHALL BE CUT AND BEM IN ACCORDANCE WITH THE PROVISIONS OF ACI 318. S. PROVIDE 3/4' CHAMFER AT ALL EXPOSED CONCRETE EDGES AND CORNERS U.O.N. 9. UNLESS OTHERWISE GOBBLED, PROVIDE 3/8' DIAMETER SENIOR BARS OR TIES AT 24" ON COMER TO NEEP REINFORCING IN PLACE. 10. NO PIPE OR DUCTS REVEL BE PLACED IN CONCRETE SLABS OR MOTINGS UNLESS SPIZYRCAUEY DETALEC 11. AOMONAL CONAMUCNON JOINS TO FACUTATE CONSIRULTON MAY ff ADDED AT NO COST TO THE OWNER AND AS PERMITTED BY OWNER'S REPRESDRATNE. 12. SECURE ITEMS TO BE EMBEDDED IN CONCRETE PRIOR TO PLACING CONCRETE. STRUCTURAL AND MISCELLANEOUS STEEL 1. MATERIALS S14ll CONFORM TO ME NLIDWMG SFEOFMANCNS: W SHARES ASTM 992 OMER SHAPES. PUNS. EIC. ARTS ADS MACHINE BILLS ASM A207 2. BOLT HODS SHELL BE 1/16" URGER IRAN ME BOLT. 3. ALL WASHERS ON ANCHOR BOLTS SHALL P£ 2 I/4' OD MIN. WIND BASIC WIND SPEED = 85 MPH (3 °x Curt) IMPORTANCE FACTOR (I) - 1.15 SBSMIc TOAD' ASCE/SEI 7-05 s = 1.007 = 0.4 DS = 0.772 SM = 0.426 s;+e Claes D SEC D GG =)Q I= 1.5 Cs = 0.165 Equivalent LO+eral Force Analysis OIL of plane Fx= 0.331W R=5 LAP SPLICE HORIZDNTAL BARS AWAY FROM INTERSECTION 48 DIP. Z' -O" 6 DIA 4p8 CIA. MIN. MIN. MING AIIN. TURN EVERY OTHER BAR OPPOSITE DIRECTION ONE BAR AT CORNERS TO TWIG ADDED BARS MATCH VERTICAL TO MATCH VERTICAL REINF RCING VERTICAL REINFORCING REINFORCING SPACING PLAN PLAN WALL INTERSECTION WALL CORNER CMU WALL REINFORCEMENT DETAILS t NOT TO SCALE NOT USED s NOT TO GE 2 M4 CONT. TOP & BOTTOM IN BOND BE UNITS TW OU #3 TIE HWS.) -%3 ROCKET TIES LOCATE IN FIRST CELL AND 16" O.C. OVER OPENINGS (U.N.O.) FULL HEIGHT OF (MIN.) (EACH JAMB) NOTE: DETAIL APPLIES FOR ALL OPENINGS 16 INCHES AND GREATER IN WIDTH TYPICAL REINFORCING FOR MASONRY OPENINGS �z1 NOT TO SCALE AS BUILT CONTRACT No. T 7 n1 to C C.C.A. DATE -/.3 -2l /S" R.E. NAME CL(LYVi F,�Jr� R.E. Signature for Anal4proval of As -Built information NOT USED �q\ NOT TO SNE ' OAVIO J.(C?, 39 CN L CHENG .•R R. srsn � m 6/30/13 - 1 STRUC 50C -0352W /J f /f��K uL,NIkE �L CHENG Cwa-n'C J. ^tel os-ze-2012 PEOISTEPEO INOiE5EWNAL ENGINEER PLANS APPROVAL DATE PreparedFor: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 I.1_" GROUND CLIP W/ THREADED OECD LENGTH d DI0. TO BE DETERMINED BY CRATING MER. -2 PER PANEL Ron (FRED tW,E,W-SAME MATERIAL AS L) DKV. mI r MADE GRATING 12 v Guv. srL. EDGE axclOFACE OFCONCRET BPR 1/30 ANCHORS B 1B'O.C. MIN. 2 PER ANGLE -SAME MATERIAL AS L ; (WELD TO EDGE ANGLE) GRATING SEAT s NOT TO S WE 12.5-178 RENFRO ROAD OC PUMP PLANT •r T. CHENG .•R D. SCHERELHE M. ROBERTS°"'°'�"°' TYP/CAL DETAILS - 1 ST -1$ 50C -0352W ETATLI N� T. CHENG D. SLHEflSCHE PROJER ENGWEER WESTSIDE PARKWAY _ — PHASE BC UANTITIES•+ D. SCHERSCREL ,. N•„ M. ROBERrs CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1R µms. 42 12.5-178 EXPOSED DED STAB AT FACE OF IRDERS STRUCTURAL < SHE #6 11.. CONCRETE ttT 2" 24 24" :�SSUMI�WMG e: tt4 tt5 #6 n #B NC. COVER #11 W TOP32" CURD. COVER 48" TO" BO" 1/2C3RUPS 99" 109" BARS 6 _ 2 A- 1" B - 2" C 3 2c 3Z" 37 COLUMNS. BEAM. GIRDERS Lnua B _ 21 C-3 CORD. COVER < I. A- 3/4' 1 1/2"-#5 BARS & SMALLER -- '. B- C- 3" 2 - *6 BARS & LARGER 3" CONC. COVER SLB9 FOOTINGS COVER A. NO EXPOSURE TO GROUND, WEATHER, DR WATER AFTER FORM REMOVAL.. B. EXPOSURE TO GROUND , WEATHER, OR WATER AFTER FORM REMOVAL. C. CONCRETE PLACED AGAINST SOIL. . USE COVER "B" WHEN EXPOSURE IS TO INTERIOR OF HYDRAULIC CONTAINED SPACES. (RESERVOIR OR PROCESS ROOF SLABS) NOTE: UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. COORDINATE WITH PLASTIC LINER DETAILS. CONCRETE COVER OVER REINF. STEEL(D NO SCALE VO AS REQUIRED AT STRUCTION JOINTS OTHER OBSTRUCTIONS) BAR SIZE GRADE 4 GRADE 6 #9 12 12" SHE #6 11.. " ttT 2" 24 24" ttB 244" 30" C1 CUT TYPICAL REINFORCEMENT AT OPENING O DIAGONAL BARS TO BE PLACED : A.AT CL OF WALL OR SLAB WHERE ONE LAYER OF REINFORCEMENT 15 PROVIDED. B. AT EACH FACE OF WALL OR SLAB WHERE TWO LAYERS OF REINFOCEMENT ARE PROVIDED. © UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE SIZE OF THE LARGEST REINF CUT O USE THIS DETAIL FOR ALL CIRC. OPENINGS 4" THROUGH 11" UNLESS NOTED OTHERWISE ON THE STRUCT. DWGS. ADDITIONAL REINFORCEMENT AT CIRCULAR OPENINGS (TYP.) r91 NO SCALE UNLESS OTHERWISE SHOWN, CONCRETE WALLS & SLABS SHALL BE REINFORCED AS FOLLOWS: #4 0 12 E.W. CENTER OF 6" SECTIONS; #5 0 12 E.W. CENTER OF B" SECTION; #4 0 12 E.W.E.F. OF 10" SECTION; tt5 ® 12 E.W.E.F. OF 12" SECTION; SINGLE MAT REINFORCING SHALL BE CENTER OF SECTION UNLESS SHOWN OTHERWISE. UNLESS NOTED OTHERWISE ALL WALL REINFORCING BARS SHALL BE CONT AROUND CORNERS & THROUGH COLUMNS OR PILASTERS. ALL REINFORCEMENT LAPS, UNLESS NOTED OTHERWISE, SHALL SATISFY THE FOLLOWING MINIMUM REOUIREMENTS< 'XIDETAIL OF REINFORCEMENT (LAP LENGTH) BAR tt3 SHE E. Signature f6r ) al approval of AS -Built information r°�� OAVIO J. Fs SIZE tt4 tt5 #6 #i #B #9 #10 #11 W TOP32" 40" 48" TO" BO" 90" 99" 109" BARS OTHER PS BA 2c 3Z" 37 54" 62' 69 T6" 04" if TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BARS IN ANY SINGLE POUR. HORIZONTAL WALL KEINE. = TOP BAR LAP. AX LAP LENGTH TO BE INCREASED BY 1.5 X FOR COVER LESS THAN 1 BAR DIAMETER. REINFORCEMENT DETAIL NO SOV£ S ADDITIONAL HEINE 2 LOCATE EACH 51D OF OPENING_ T REINF AS INDICATED ON STRUCTURAL DWGS 1-#5 HOOPS IN EACH INTERRUPTED NORMAL REINFORCING SPACING = S/2 (TYP) (3" MINIMUN) REINFORCING AS INDICATED ON STRUCT. DWGS INTERRUPTED NORMAL REINFORCING ADDITIONAL REINFORCEMENT AT CIRCULAR OPENINGS (TYP.) p NO SCALE 1)NUMBER OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING SHALL BE EQUAL TO 1/2 THE NUMBER OF INTERRUPTED BARS IN EACH LAYER OF REINFORCING. MIN. ONE EACH SIDE. 2)SIZE OF ADDITIONAL REINFORCING BARS TO EQUAL SIZE OF INTERRUPTED REINFORCING BARS. 3)PROVIDE STD. HOOKS ON BARS IF LAP LENGTH EXTENSION CANNOT BE OBTAINED OR AT JOINTS OR OTHER OBSTRUCTIONS. PLACE ADDITIONAL BARS IN SAME PLANES AS INTERRUPTED REINF. 40SPECIAL OPENING CONDITIONS SHALL BE AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE OWNERS REPRESENTATIVE. 5)ALL REINFORCING TO CLEAR OPENING, PIPE OR FLANGE COLLARS BY 2". 6)WHEN THE DISTANCE BETWEEN THE OD OF A PIPE OR SLEEVE TO AN INTERSECTING WALL/SLAB OR ADJACENT PIPE OR SLEEVE IS LESS THAN THE SUM OF SPACES NECESSARY TO ACCOMMODATE THE REPLACEMENT REINFORCING AT THE MINIMUM SPACING: a. INCREASE BAR SIZE BY ONE SIZE. b. ADD ONLY ADDITIONAL REINFORCING NECESSARY TO MAINTAIN A MINIMUM OF 3 IN. SPACING BETWEEN ADJACENT WALL/SLAB, PIPE OR SLEEVE. NOTE FOR ADDITIONAL REINFORCEMENT AT CIRCULAR OPENING (TYP.) �1 NO SCALE L SYM. II/4" R �/4.ALL EXPANSION JOINT 6 EQUAL 5/1fi"21/16" SPACES I SHARP RIBS L WATERSTOP CONSTRUCTION JOINT WATERSTOP DETAIL �1 NO SCALE DPrep. rad 4. r: CITY OF BAKER SFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 C.C.A. REF 11 TO' SHE E. Signature f6r ) al approval of AS -Built information r°�� OAVIO J. Fs CHERSLHEL o S�IZ 6/30/1 SiflllC PEGISTFAEp PROFESSIONAL ENGINEER P P 5 pPOVpL pp1E DPrep. rad 4. r: CITY OF BAKER SFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 C.C.A. AS BUILT ONTRACT No. 7-7w 7-c>Io C DATES /,c; -- E. NAME, �' A// f � i E. Signature f6r ) al approval of AS -Built information JOINT SEALANT MIM BREAKER JOINT OR NOTE 1. SEE SPECIFICATIONS FOR SURFACE PREPARATION. 2. PRIME VERTICAL EDGES. 3. CONSTRUCTION JOINTS EXPOSED TO HYDRAULICOR SOIL BEARING SURFACES TO HAVE GROOVE AND SEALANT. STOP GROOVE AND SEALANT 6 INCHES BELOW EXTERIOR GRADE OR AS INDICATED ON DRAWINGS. SEALANT GROOVE CONSTRUCTION JOINTS z NO SCALE RCNPRO ROAD OC PUMP PLANT aYT. CHENG o D. SCRERSCHE M. ROBERTS anma X°' • T. CHENG SCHERSCXE B. 110PEXT EncINEw mC-o3szw TYP/CAL DETAILS - 2 .S%-'/6 9Y D. SCHERSGHEL - o M. ROBERTS WESTS/DE PARKWAY — PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 19 MEa. 42 12.5-178 MR SIZESIZE REINFORCING— TIE TO #3 RENFRO ROAD OC PUMP PLANT BAR 9C HOOKS °X°I8 0. SCHERSCHEII M. ROBERTS (TYP.) TYPICAL DHTAILs I6" g4I9 EX T. CHENG IV IsIto CONSTRUCTION JOINT — PHASE 22" I6I11I7 HOT TB SCN£ CITY OF BAKERSFIELD - PUBLIC WORKS NOTE: UNLESS NOTED OTHERWISE ON DRAWINGS ALL LENGTHS OF BAR HOOKS IN FOOTINCS, COLUMNS, WALLS AND SLABS SHALL BE GIVEN IN TABLE. HOOKLENGTH "X" IS STANDARD 90' BAR HOOK LENGTH. STANDARD 90` BAR HOOK 18 N01 To SCALE NOT USED q NOT TO SOARS PREPARED JOINT TIE #3 CC KEINE. MAX. TTP. WATER, TOP -CENTER OF JOINT FAC 11 1 WATB �< 1 PMO ofsmxcarrVOArEcur Q WALL & WATERSTOP WALL W/ REINF. EA. L FACE. SEE STRUCTURAL DRAWINGS AS BUILT CONTRACT No. C.C.A. DATE R.E. NAME,&�Z��F R.E. Signature f fi approval of AS -Built informati NOT USED s NO TO SCALE 11 CTING 1 OR TO BE AT WATER T BARS. TIE F & SECURE SLEEVE IN N T PREPARATIONS _SPECS. & NOTES— #3 TO WATERSTOP 1 1/B" 10 PLASTIC' O.C. TYP. T & B SLEEVE & WATERTIGHT 1"0 x 3'-0" SMOOTH BAR CAP. GREASE ROD PRIOR DOWELS. LOCATE @ 1'-0" TO INSTALLATION 3/1" MIN. FROM TOP & BOT OF IN. CLP. BTWN. BAR & WALL & 0 2'-D" MAX. CAP. O/C U.N.O. 3/9" EHPANSION JOINTFILLER W/ Btl NAILS 0 FDN OR SLAB W/ 1'-0" MAX. 0/C WALL PLAN WATER REINF. T & a SLAB SECTION WITERSTOP - SECTION CONCRETE. REINF. EACH FACE CONSTRUCTION JOINT WALL TO FOUNDATION �j1 NOT TO SCALE SX EEi TOl pOiE ,°y NO. XE ."o e 4 322 30 W° OAVIO J. /fr. C HE R SC HE xo. 51512 xp6/30/I �3 �TRuc PECISTFAEO VPO S CIXFFA PLANS APPfl0V1L XAIE CITYrad Por: CTY OF BAKERSFIE LD 1600 N AVENUE SFIELD BAKERSFIE LO CALIFORNIA 93301 Prepared by: MM AZE PONT. WALL & REINF. WALL & WATERSTOP JOINT PREPARATION SEE SPECIFICATIONS 11 WATER5TQP. TIE _i TO NORIZ. REWF. PER DET( SIM. 1 SEE STRUCTURAL DWGS. FOR REINF. DETAILS PLAN WALL AND TOP SLAB CONSTRUCTION JOINT EXPANSION JOINT 8 WALL TO WALL s NOT M SOME - NOT TO SOME REINFORCING— TIE TO #3 RENFRO ROAD OC PUMP PLANT CONT. THROUGH JOINT CONT. KEINE. 0. SCHERSCHEII M. ROBERTS (TYP.) TYPICAL DHTAILs KEY WHEN SECTION - SPECIFIED "W/K" T. CHENG - WK _ CONSTRUCTION JOINT — PHASE SLAB AND FOOTINGS is X. B. SCHERSCHEL sX ° M. ROBERT& HOT TB SCN£ ofsmxcarrVOArEcur Q WALL & WATERSTOP WALL W/ REINF. EA. L FACE. SEE STRUCTURAL DRAWINGS AS BUILT CONTRACT No. C.C.A. DATE R.E. NAME,&�Z��F R.E. Signature f fi approval of AS -Built informati NOT USED s NO TO SCALE 11 CTING 1 OR TO BE AT WATER T BARS. TIE F & SECURE SLEEVE IN N T PREPARATIONS _SPECS. & NOTES— #3 TO WATERSTOP 1 1/B" 10 PLASTIC' O.C. TYP. T & B SLEEVE & WATERTIGHT 1"0 x 3'-0" SMOOTH BAR CAP. GREASE ROD PRIOR DOWELS. LOCATE @ 1'-0" TO INSTALLATION 3/1" MIN. FROM TOP & BOT OF IN. CLP. BTWN. BAR & WALL & 0 2'-D" MAX. CAP. O/C U.N.O. 3/9" EHPANSION JOINTFILLER W/ Btl NAILS 0 FDN OR SLAB W/ 1'-0" MAX. 0/C WALL PLAN WATER REINF. T & a SLAB SECTION WITERSTOP - SECTION CONCRETE. REINF. EACH FACE CONSTRUCTION JOINT WALL TO FOUNDATION �j1 NOT TO SCALE SX EEi TOl pOiE ,°y NO. XE ."o e 4 322 30 W° OAVIO J. /fr. C HE R SC HE xo. 51512 xp6/30/I �3 �TRuc PECISTFAEO VPO S CIXFFA PLANS APPfl0V1L XAIE CITYrad Por: CTY OF BAKERSFIE LD 1600 N AVENUE SFIELD BAKERSFIE LO CALIFORNIA 93301 Prepared by: MM AZE PONT. WALL & REINF. WALL & WATERSTOP JOINT PREPARATION SEE SPECIFICATIONS 11 WATER5TQP. TIE _i TO NORIZ. REWF. PER DET( SIM. 1 SEE STRUCTURAL DWGS. FOR REINF. DETAILS PLAN WALL AND TOP SLAB CONSTRUCTION JOINT EXPANSION JOINT 8 WALL TO WALL s NOT M SOME - NOT TO SOME 12.5-178 RENFRO ROAD OC PUMP PLANT ° T. CHENG 0. SCHERSCHEII M. ROBERTS ""'°""°' TYPICAL DHTAILs - s ST -17 50C -0352W T. CHENG U. SCHERSCHE PXO" ENGMEEP W6STSIDH PARKWAY — PHASE BC X. B. SCHERSCHEL sX ° M. ROBERT& CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12.5-178 CONCRETE 1/4� GROOVE MIN. SURF JOINT SEALANT SEE SPECS. CUT GROOVE 0 CRACK SEE SPECS. FOR JOINT PREPARATION CRACK 1/B" MIN. EACH SIDE OF CRACK ALL CRACKS IN STRUCTURE SHALL BE REPAIRED AS INDCATED AND IN ACCORDANCE WITH THE SPEI CIE CATIONS. ALTERNATE REPAIRS: 1. AS APPROVED BY THE ENGINEER. 2. EPDXY JOINT REPAIR OR CRYSTALLINE WATERPROOFING SUBMIT MATERIALS AND APPLICATION FOR REVIEW BY THE ENGINEER. CONCRETE CRACK REPAIR z0 NOT TO SCALE - 5x5.1/2" 3/4"0 BOLT °y NN TALK WELD, TYP. _ I SLAB REINF. IS 3/4" EYE BOLT 3/4" THREADED W/ SHOULDER COUPLING 1. ALL METAL PARTS SHALL BE SST. STEEL Til 2. A CLEARANCE OF 2" MIN. SHALL BE MAINTAINED BETWEEN THE LIFTING EYE ASSEMBLY AND THE REINFORCING STEEL. Is 3. LOAD CAPACITY T = 12" 4000RY, LIFTING EYE za NOT TO SCALE ROUNDEDGE W/ SHOW SHORTT RADIUS TOOL 6 SEALANT RESERVE INT_ SEALANT BOND BREAKER — � — JOINT SEALER BACKUP BAR ­/3/4" OR AS NOTED OTHERWISE NOTE: W = 1 1/2" UNLESS NOTED OTHERWISE SEALANT RESERVOIR zi NOT TO SCALE SCHEDULE BAR EMBEDMENT LENGTH W' OnvID J. TYP/CAL DETAILS AND CH EP SC HE BAR SIZE ➢ GR. �c 6/30/13 x9 #5 76 xT #e xs x10 60 ° 16" 20" 29" 30" 39" 49„ 63" 1600 TRU%TUN AVENUE b 12" IS" 16" BAR 48" 20" 26" 31" 1. THIS DETAIL TO BE USED UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. 2. ADDITIONAL REINFORCEMENT AT OPENING: AST AND ASO = 1/2 AREA OF CUT BARS TO BE ADDED ON EACH SIDE OF OPENING. J. ADDITIONAL HEINF. ASI AND ASS TO BE PLACED: . ATC CENTER OF WALLS OR SLABS WHERE ONE LAYER OF REINFORCEMENT IS PROVIDED. b. AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF REINFORCEMENT ARE PROVIDED. 4. PROVIDE DIAGONAL DOWEL FOR EACH LAYER OF REINFORCEMENT 1#5 . 3'-0")U.N.O. 5. LOCATE ADDITIONAL REINF. AT 1/2 SPACE BETWEEN NORMAL BARS NOT CUT. 6. WHEN THE DISTANCE BETWEEN OPENING IN WALL OR SLAB AND INTERSECTING WALL OR SLAB IS LESS THAN THE SUM OF SPACES NECESSARY TO ACCOMMODATE THE REPLACEMENT REINFORCING AT THE MINIMUM SPACING: INCREASE BAP SIZE BY ONE SIZE. b. ADD ONLY ADD ITIDNAL REINFORCING NECESSARY TO MAINTAIN A MINIMUM OF 3 IN. SPACING BETWEEN ADJACENT WALL, SLAB, PIPE OR SLEEVE. T. 1-#5 DIAL. BAR E.F. AT SQUARE OR RECTANGULAR OPENINGS ONLY. HOOK ONLY IF UNABLE TO OBTAIN LAP. NOTES FOR ADDITIONAL REINF. AT RECTANGLAR /-241 OPENINGS (TYP.) NOT TO SCALE SLAB EXPANSION JOINT 22 NOT TO SCALE FLOOR LINE SYMMETRICAL ABOUT o a9 W' OnvID J. TYP/CAL DETAILS AND CH EP SC HE WALL OR ➢ �c 6/30/13 DOOR OPENING SLAB OPENING �L -Y NORMAL REINFORCEMENT -2012 CNAL FHCMF➢i PLANS AL DATE PI -e p0 Dad FDF: ADD BARS CUT BUT 1600 TRU%TUN AVENUE M. ROBERTS A$ I I .BAR BAR CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT SEE, q2 PAR.- ATNS 21 12.5-178 IS IS J MIN. LP. TYP ADD'L BARS1< I IS 51 DD BARS AS2 H OF n —nc, i I II. .. a ADD BARS FLOOR LINE AEWM AS BUILT/� CONTRA R.E. NAME%%%CT No. C.C.A. DATE R.E. Signature or nalapproval of AS -Built information I HOOKED BAR IF "b" IS GREATER THAN DEPTH OF MEMBER PROVIDE MINIMUM SPACING OF HEINF = 3 IN. JIVL AS = AREA OF HEINF. C ELEVATION ADDITIONAL REINF. AT RECTANGULAR OPENINGS (TYP.)zs NOT USED zs NOT TO 3CNE NOT TO SCALE RENFR O ROAD OC PUMP PLAINT By T. cx6NG o a9 W' OnvID J. TYP/CAL DETAILS AND CH EP SC HE ➢ �c 6/30/13 5OC-035 SOC --I STRING �L -Y Cw-^+S J-28 "+'-✓^�/-✓ls-2e -2012 CNAL FHCMF➢i PLANS AL DATE PI -e p0 Dad FDF: PHASE' 6C CITY OF BAKERSFIE LD D. SCHERBCHEL 1600 TRU%TUN AVENUE M. ROBERTS PAPERER IDLO CALIFORNIA 93301 AEWM AS BUILT/� CONTRA R.E. NAME%%%CT No. C.C.A. DATE R.E. Signature or nalapproval of AS -Built information I HOOKED BAR IF "b" IS GREATER THAN DEPTH OF MEMBER PROVIDE MINIMUM SPACING OF HEINF = 3 IN. JIVL AS = AREA OF HEINF. C ELEVATION ADDITIONAL REINF. AT RECTANGULAR OPENINGS (TYP.)zs NOT USED zs NOT TO 3CNE NOT TO SCALE RENFR O ROAD OC PUMP PLAINT By T. cx6NG o D. SCHERscxE M. ROBERTS NS TYP/CAL DETAILS AND NOTES ST -18 i. LNENG D. SLNERSLNE PROJECT EX6IXEER 5OC-035 SOC --I -Y WES TSIDE PARKWAY - PHASE' 6C D. SCHERBCHEL D M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT SEE, q2 PAR.- ATNS 21 12.5-178 FOR HATCH CONNECTIONS, PROVIDE LADDER -UP SAFETY POST BY BILCO OR EQUAL. rACCES HATCH EXP. ANCH. POSTS SHALL BE SAME COVER 1 -O 0 50' D.C. MATERIAL AS LADDER. TOP OF MA%' SEE NOTE 8 I CONCRETE 2Bb T1L 4HO�� L H.R.g a -� TESEE A NOTE 6 a FLANGE SUP JOINT PER MFR. ASSEMBLY CONNECTION DETAIL WITH ACCESS HATCH MOUNT WALL FLANGE POST SUPPORT O ORT B LADDER & STAINLESS STEEL NOTE: HANDRAIL C4x2.331 MITER SIDE OF BAR NOTCH KICKPLATE FLG'S, TYP. KICKPLAI & GRIND SMOOTH CONNNUOUS & CONNECT TO INSIDE FACE U.N.O. TOP RAIL & OF ALL SIDE -MT. H.R. POST POST TOP OF - TOP OF - m CONCRETE DECK OR CONC. SLOT HANDRAIL PIPE FLUOR a� FOR LADDER SIDE BAR SURFACE & BOLT W/ 2 -SST RD HD BOLTS & ACORN HD FTTI U L J'::'•.:; NUTS (SEE NOTE) , HANDRAIL CONNECTION DETAIL DlsccenNuous EDGE OF GONG. RAIL 0 SIDEMOUNT POST DETAIL KICKPLATE 2._DP TxRD b c HANDRAIL DETAIL za NOT TO SCALE TOP of c �I SLAB OR Pj– HANDRAIL NOTES WALL & RUNG 1. ALL HANDRALS SHALL BE FIXED UNLESS NOTED OTHERWISE. e 2 ALL HANDRAILS SHALL CONFORM WITH GAFTEY CODE REQUIREMENTS 3" x 3/8" SST. (UBC). TYP SIDE BAR 1 J. PLACE CENTER OF HANDRAIL/POST ANCHOR 6" FROM EDGE OF CONCRETE OR AT CENTER OF CURB U.N.O. 3/q" 0 SMOOTH BAR RUNGS 0 T HANDRAIL SECURED TO WALLS SHALL BE SINGLE WRH HEIGHT TO 12" OC PLUG 1. 4.• MATCH TOP RAIL ON OPPOSITE SIDE. WETO SIDE INROUND ALL BARS (TYP) MIN_ CORNERS 5. STAIR FAILS SECURED TO WALLS SHALL BE FASTENED WITH STANDARD - SMOOTH 1/0° WALL BRACKETS PER HANDRAIL MANUFACTURER AT 6'-O " O.C. _ RADIUS MAXIMUM. END OF RAIL SHALL HAVE CLOSURES. MANE ANCHOR ® 4IS = 6. PROVIDE KICKPLATE WHEN NOTED ON DRAWINGS. KICKPLATE MATERIAL STRAP CONT: — 3" x 3/8" SHALL BE SAME AS HANDRAIL FASTEN TO IT R. POST WITH SST BOLTS. WHERE LADDER ANCHOR PROVIDE SLIP ASSEMBLY AT ALL EXPANSION JOINTS AND AS IS MOUNTED STRAP REQUIRED BETWEEN POSTS. SEE TYPICAL DETAILS. ON END OF - - - FASTEN TO e A WALL o WALL W/ >. PROVIDE 1/2" DIAMETER x 3'-0" REINFORCING BAR EACH CAST IN 5/6" 6 x 6" PLACE POST SUPPORT POCKET WHEN LONGITUDINAL REINFORCING JV L - SST DRILLED DOES NOT PASS BETWEEN POST POCKET AND EDGE OF CONCRETE. 1" MAX CONC. E%P. SEE TYPICAL DETAILS. GROUT AS REDID 1 1/2" MAX. BOLTS B. PROVIDE 3/4A EXPANSION JOINTS IN HANDRAIL AT +/- UNEAL JOINS AND AT ALL EXPANSION JOININ STRUCTURES. S. STEP THROUGH LADDER LADDER DETAIL 27 NOT TO HALE DESIGN COERSIGHT SIGN OFF DATE HANDRAIL DETAIL ao NOT TO BOXES T. CHENG m D. SLHER SC T. CHENG D. 5(HERSC 0. SCHERSCHEL ICHECKED M. ROBERTS 1/410 WEEP H. R. POST H. R. POST HOLE ITYP.) CAULK W/ SYNTHETIC RUBBER BRACKETS & COVER W/ POST PER MFR. TOP OF COLLAR CONC "x5" DEEP 1/2" LEVELING HOLE FILL W/ END 3/0"0 x 6" GROUT NON -SHRINK CAP SST WEDGE GROUT AFTER ANCHORS POST IS IN PLACE CAST -IN-PLACE rO, SIDE MOUNT H.R. POST r TOPFLANGE CONN. H.R. PER MFR. W/ 5/e"¢ 3• SST MACH BOLTS 3/16 I CUR 1 /2"0x6 SST WEBCE ANCHORS 5 ryx b CHANNEL 11ry WALL BRACKET STRINGER N t.Lp• PER MFR. STAIR IRLNGEW_r) WALL BRACKET d HANDRAIL DETAIL zs NOT TO SCN£ 2-3 3/4"x3 3/0"x1/8" PLATES W/ 2-1/4"x 3/4" SST BOLT W/ - NUT & WASH C4x 4B. NOT CUT PLATE 1/4"0 SPLICE FASTEN THIS f TO FIT SNUG SIDE HORIZ. SECTION VERTICAL SECTION SLIP JOINT ASSEMBLY Q 1/4" 0 SPLICES 3/4" Q EXP. JTS. PL ICE CL PIPE & SLEEVE _ T SAFETY CHAIN J _ _I 3/4'x1 1/2"x 5/16"B 3/1610 CADMIUM ROD 2 -RIVETS 0 ISO- PLATED COIL - INTERVAL. ONE SIDE TYPE CHAIN W/ ONLY. FIELD DRILL. SPRING-LOADED SNAP 9 EA. END HANDRAIL SPLICE(p DETAIL C & EXP. JOINTS M. ROBERTS HANDRAIL DETAIL a NOT TO SCALE 5OC-0352W PrsPO,B sora CITY OF SAKERSFIELO 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preporedw uu by: /xl� AS BUILT CONTRACT No.. C.C.A. DATE R.E. NAME[ /z ,D As -Built information Al. C4 KICKPUTE U.N.O SEE NOTE 6 &(5 e i _l 9 SWIFFY CHAIN SEE HANDRAIL NOTES. 30 HANDRAILS - B2 NOi i0 SCN£ ROAD OC PUMP PLANT TYPICAL DETAILS - 5 ST -19 WHSTSIDH PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 22..Eq DOOR JAMB DETAIL 33 SCNE NOT TO SCALE - FINISH SCHEDULE DOOR HEAD DETAIL sa SCALE: NOT TO SCALE - MATERIAL AND COLOR TYPES SYMDOL sOu cons vuln ANhPUt w METALHEATH RI THE .. MUFACTURER MOM / COLOR DDDRSCHEDULE NUMBFA OBTISH I SPf W K H I THICK ME LOT OUIE FOAL HIM FRAME W1L USA THRESH COMMENR DOOR TYPE SCHEDULE O FIc s.cx wsxs.cxi NOT. HM .. DIAL MF WRWL RSIR iunxiLTTEs eY T CHENB T. CHENG D. scxERscxEL D. SCHERSCHE OlJECT ROBEHGMEERTS D. SCHERSCHE PROD M. ROBERTS THRESHOLD DETAIL 35 SCALE: NOT TO AS BUIL CONTRACT No.T% l/i/ la4f C.C.A. DATE R.E. NAME s s i R.E. Signature fo fin pproval of AS -Built information NOT USED ss SCALE NOTED SCHEA RENFRO ROAD OC PUMP PLANT E 50PE052W TYPICAL DETAILS - S ST -20 WESTSIDE PARKWAY — PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 23" q2 12.5-178 SHEETTOTAL SHEETS o Apo ioNaV RS J99 e DAVID J. `b CHERSCHEL 512 m / ITRD STPVC HUAL ANCHORS. Ix } AER JMIB) Si{° FRAME II �✓�+'i /�L ^�+�+�1 os-29-2at2 gFLISiFAEO PgOFEAIONRL FNCNY£P pIpNS APPROVAL ORTE MASONW HALL P--po ratl POY• 6 CA S.I. DRIP ODOR Vd1H BOI ON SEAL T HUO OF /-SEESCHEOUE CITY OF BAKERSFIELDSTEPIOR CMU WALL APIUST. ANCHORS, IN}PERAMB)F I/EAD(BOIH MDR ONLY }/B"® HI SIDES)3/1B" ® Jµ1B5 1600 TRUSTER AVENUE BAKERSFIELD CALIFORNIA 93301 Preparetl by: /�1GW/n 3/16'wEMMCAUL% JAMBS (BOM 90E5) WEATHER SIRE. SEE SPEDS HM DOOR FRANIff DRIVEWAY OR WALKWAY HM DOOR ROME DOOR, SEE SCHEDULE .. _ MFIM is�wurmofna.t,¢immN vvs.... DOOR JAMB DETAIL 33 SCNE NOT TO SCALE - FINISH SCHEDULE DOOR HEAD DETAIL sa SCALE: NOT TO SCALE - MATERIAL AND COLOR TYPES SYMDOL sOu cons vuln ANhPUt w METALHEATH RI THE .. MUFACTURER MOM / COLOR DDDRSCHEDULE NUMBFA OBTISH I SPf W K H I THICK ME LOT OUIE FOAL HIM FRAME W1L USA THRESH COMMENR DOOR TYPE SCHEDULE O FIc s.cx wsxs.cxi NOT. HM .. DIAL MF WRWL RSIR iunxiLTTEs eY T CHENB T. CHENG D. scxERscxEL D. SCHERSCHE OlJECT ROBEHGMEERTS D. SCHERSCHE PROD M. ROBERTS THRESHOLD DETAIL 35 SCALE: NOT TO AS BUIL CONTRACT No.T% l/i/ la4f C.C.A. DATE R.E. NAME s s i R.E. Signature fo fin pproval of AS -Built information NOT USED ss SCALE NOTED SCHEA RENFRO ROAD OC PUMP PLANT E 50PE052W TYPICAL DETAILS - S ST -20 WESTSIDE PARKWAY — PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 23" q2 12.5-178 IT CIRCULAR OPENINGS W/ D< 16", PLACE ADDITIONAL REINFORCING IN ADJACENT FULL CELLS. 0 DW, EXTEND BARS TO 2'-0' TOPOF WALLS (TYR) (MIN) -2-04 MIN. I DOOR SPACING B -y BEND WHEN REQUIRED FOR 48 DIA. OR 2'-0"— -2- BARS EACH SIDE OF \ DOWELS TO MATCH OPENING SAME SIZE AS VERTICAL BARS VERTICAL WALL REINFORCING (U.N.O.) (44 MIN.) HORIZONTAL REINFORCING HOOK ENDS 0 PIERS. FOR SPACING REINFORCEMENT AT SEE PLANS. CONCRETE MASONRY \ STEEL REINFORCING STEEL R CONCRETE RUNNING BOND MASONRY (ELEVATION) SAND �\ COMPACTED EARTH FOAM (SEE SPEC.) STRUCTURALLEGEND az NOT TO SCARE Z I I v I y I rlel 4LTERNAT HOOKS X- STANDARD ACI HOOK Y - STANDARD ACI HOOK Z = IAP LENGTH (TOP BARS) PLAN LAYOUT HORIZONTAL REINFORCEMENT AT WALL INTERSECTION AS BUILT CONTRACT No. %h p6G C.C.A. DATE . F!—/3 Z 7S R.E. NAME/YJ- /T. /�� R.E. 5ignature for final approval of As -Built information NOT USED as HOT TO SOME EQUIPMENT PAD NOTES 1. THE MINIMUM PAD SIZE SHALL BE AS INDICATED OR SHOWN ON THE DRAWINGS OR AS DETERMINED BY THE EQUIPMENT MANUFACTURER, WHICHEVER I5 GREATER. 2. THE SIZE, NUMBER, TYPE, LOCATION AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER. HOLD CONCRETE ANCHOR BOLTS IN POSITION WITH A TEMPLATE WHILE PAD IS BEING PLACED. 3. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERWISE. BASE EDGE PAD HEIGHT (3/4") 9" AS RECURRED ¢3 0 12" (SEE PROJECT #A 0 12' DWGS.) PLL AROUND �' —. —. PAD D SLAB OR GRADE, SEE TOOLED JOINT REINFORCING SHALL BE CONT. THROUGH JOINT GONSTRUGTIONJOINT AAA OPTIONAL SAW CUT /8 WEAKENED PME JOINT 44B 1/R' z 1" MASONITE STRIP MAX SPACING 20'-0" IN ANY DIRECTION 1' cm TOOLED JOINT e UPMSIONJ01NT 44C 3/0" EXP. JOINT MATERIAL GROUND SLAB JOINTS as NOT TO SCALE kfj PIPE epp i eWj( SNE E P e 26 A r DAVID J. CHENGo S L�� 0. SCHERSCHE M. ROBERTS aemoe xo. TYPICAL DETAILS xo6/30/1 ee T. Tquc co �c� 50C -0352W V �w--+S J. `✓^+2G�L D9 -2B-2012 gECISiERFD PgOF6SION0. PGIXEEq PLWIS d➢PPOVP OTE re pored For: CITY OF BAKERSFIELD 600 TRUXTUN AVENUE CITY CALIFORNIA 93301 NO DIGGING FOR TRENCH PARALLEL TO FOOTING BELOW THESE LINES PIPES & CONCUR TO BE LOCATED IN MIDDLE 1/3 OF FOOTING. ALL PIPES TO CLEAR SLEEVE. BY 1" ALL AROUND E PLACEO SO AS OTHER CONDUITS UP NOTES: 1)CFILL TO BE PLACED BEFORE FOOTING B.O.F. W CAST. MARE SAME- WIDTN AS FOOTING & FULL WIDTH OF PIPE TRENCH. .I STEP THAN 2 IF PIPE IS MORE THAN FOOTING. BELOW N.N BOTTOM OFFOOTING. 2) NO PIPES SHALL BE PLACED BELOW SPREAD . FCOINGS. CONCRETE FOOTING AT PIPES AND CONDUITS X51 12.5-178 RCNFRO ROAD OC PUMP PLANT ee T. CHENGo 0. SCHERSCHE M. ROBERTS aemoe xo. TYPICAL DETAILS — 7 q S T -G 7 ee T. CHENG co D. SCHERSCHE PgodecT ENCYxFm 50C -0352W WRESTS/DE PARKWAY — PHASE 6C D. D. SCHERSCHEL CHECKED M. ROBERTS CITY OF BAKERSFIELD — PUBLIC WORKS DEPARTMENT2q= C q2 12.5-178 1. Structure Backfill shall confer to Caltrans Std. Spec. 19-3.06, except the£011owinqq. Compact to 90'/. R.C. • Shall have following gradation: Sieve Size Percent Passing by Size 3/4 inch CHENG 100 1/2 inch 95 to 100 3/8 inch 50 to 100 No. 4 20 to 65 No. B 10 to 40 No. 40 0 to 20 No. 200 o to 5 2. Structure Excavation shall conform to Caltrans Std. Spec. 19-3. BACKFILL & EXCAVATION NOTES as NOT TO HALE X Size per Tlop gate manufacturer's recommendations x Flap Gate (Type 1060) 1 I I IIII®II®II®II®II®II©II@I I I i ELEVATION ,w OUTLETTURE ko „xX OwEN:,xX, ILI SIGN AFF DATE IS E" * Flop Gate - (Type 1060) PLAN TOP OF GRID. I SIOB h RUNG TYP> 3/4'Y BAR F 12' D wEUJ EARS MAKE STRAP WHEW 6 M0 ENO c /-FULL kw 5/8.0 x fi"SST J �I" MAX BRIDE➢ GROUT AS RECT 1 1/2" MAX ANCHORS SIDE—STEP LADDER SIDE-STEP LADDER DETAILS DRAINAGE BASIN OUTLET STRUCTURE as NOT TO SCALE SECTION NET. All mDtGrol t0 be 316 SST. 7 13/8' SIDE EAR CUND ALL CORNERS Wool 1/8, RFDNS T TOl o, Es x�o 5 NO XE ew "+� 3zT Xaa _ cxERscHEE st5Tz 6/3c/1 TNuc PEGISTEPED PPDFESSIONAL FNG[ PLANS OPPPOVAL DATE Praporad for= OITYOF B4KERSFIEL0 1600 N AVENUE BAKERSFIE SFIELDLO CALIFORNIA 93301 Prepor¢dww b,: Illuu /1 3k3/8' ANCHOR STRAP FASTEN To WALL W/ 5/8'0xfi' SST )GLUED AS BLLI�T 9 ANCHORS LR.E. ACT No. ATE ME a R R.E. 5ignature for final approval - of As -Built information NOTES: 1. All work shall conform to the poplicable sections o£ the StWent specifications em it led "Ste dard Specifications, ate of California, Business and Transportation Agency, Deportment of Transportation', approved current edition. 2. Side slopes shall not exceed 2:1 3. Concrete shall contain no additives, unless prior written approval is obtained from the City Engineer. 4. Concrete shall be cured withwhite pigmented curing c mpound cam ply mg to section 90-7.018 f the s+antla rd specificatio ons. 5. No pipe bells shall be placed in the 6tructUres. 6. Flap gate shall be Type 1060 per the specifications. RCNFR O ROAD OC PUMP PLANT e' T. CHENG o xeo o. 5CHER5CHE M. nOAERr5 o. SCHEflSCHE PPDJEtt ENSINEFn M. ROEERrs amooe xo. 50C -0352W TYPICAL DETAILS WESTS/DE PARKWAY - 8 qp v T-�•L — PHASE BC eT T. C.he eT D. SCHERSCHELIII—- CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT P5 xx.x, 42 R 1 4"Go IT SA SMOOTH — . - JNGS ® < PLUG 1,_4.. ED- Rl SIDEDAA rF iYP). i T" MI - —g RRCHOR A4'CONT.COOTER FED ON A WAIT. L SL 5/8.0 x fi"SST J �I" MAX BRIDE➢ GROUT AS RECT 1 1/2" MAX ANCHORS SIDE—STEP LADDER SIDE-STEP LADDER DETAILS DRAINAGE BASIN OUTLET STRUCTURE as NOT TO SCALE SECTION NET. All mDtGrol t0 be 316 SST. 7 13/8' SIDE EAR CUND ALL CORNERS Wool 1/8, RFDNS T TOl o, Es x�o 5 NO XE ew "+� 3zT Xaa _ cxERscHEE st5Tz 6/3c/1 TNuc PEGISTEPED PPDFESSIONAL FNG[ PLANS OPPPOVAL DATE Praporad for= OITYOF B4KERSFIEL0 1600 N AVENUE BAKERSFIE SFIELDLO CALIFORNIA 93301 Prepor¢dww b,: Illuu /1 3k3/8' ANCHOR STRAP FASTEN To WALL W/ 5/8'0xfi' SST )GLUED AS BLLI�T 9 ANCHORS LR.E. ACT No. ATE ME a R R.E. 5ignature for final approval - of As -Built information NOTES: 1. All work shall conform to the poplicable sections o£ the StWent specifications em it led "Ste dard Specifications, ate of California, Business and Transportation Agency, Deportment of Transportation', approved current edition. 2. Side slopes shall not exceed 2:1 3. Concrete shall contain no additives, unless prior written approval is obtained from the City Engineer. 4. Concrete shall be cured withwhite pigmented curing c mpound cam ply mg to section 90-7.018 f the s+antla rd specificatio ons. 5. No pipe bells shall be placed in the 6tructUres. 6. Flap gate shall be Type 1060 per the specifications. 12.5-178 RCNFR O ROAD OC PUMP PLANT e' T. CHENG o xeo o. 5CHER5CHE M. nOAERr5 o. SCHEflSCHE PPDJEtt ENSINEFn M. ROEERrs amooe xo. 50C -0352W TYPICAL DETAILS WESTS/DE PARKWAY - 8 qp v T-�•L — PHASE BC eT T. C.he eT D. SCHERSCHELIII—- CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT P5 xx.x, 42 12.5-178 eFABRICATED 241 PIPE 5 THIMBLE (Typ 3 PLAC FABRICATED 6"6 PIPE THIMBLE LEVEL TRANSMITTER. LOCATE WITHIN SUMP SHEET i01 SHO l2B e PANIEL °5'<v+' o ]30]] xPj2/31/1 � q CIVR H'h ui.�p�V♦ o'er./ 09-28-20f2 PECKS IFIi 6 FPOF FNWBEpI PLANS lPPP0V4 0� CITY-ad For: CTY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIE LO CALIFORNIAIF93301 P,P,ed� �bby�:: ABCOM\\���� AS BUILT CONTRACT No. C.C.A. DATE R.E. NAAM/E/y/ /V R.E. Signatu e f final approval of As -Built information LEGEND SLOPE DIRECTION 12.5-178 SUMP PLAN SCALE: 1/4"=1'-0" NOTE: SEE I/ST-3 FOR GRADES RENFRO ROAD OC PUMP PLANT •+ D. CRONOU!ST o M. ROBERTS M. ROBERTS PROJECT FHsINFd °"'°�"°' 50C -0352W PUMPING PLANT PLAN I M-1 °znw wcnzmxr v D. CRONOOISi M. ROBERTS WESTS/DE PARKWAY - PHASE 6C •°ao °.TE °. D. LRONOUIST ° M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12.5-178 11 SH 4T 5 EF ,ye � aa< 29 34 .v ANIEL S a` a UIST � °12/31/1 �q LIVLL AS QUILT "" '��o MM 1'-p" CONTRACT No. �9 l� �h RE o. P GC.A.DATET �JL PIT -Y OF for` �/ ��I 2n � CITY OF BAKERSFIELD R.E. NAME/// 160E TRUXTUR AVENUE a 9 BAKERSFIELD CALIFORNIA 93301 J Prepared by: TOC EL 340.00 / / /�1�� DISCHARGE l���l�! BOX FR- E- Signature for in pproval 9 ` of As -Built infor4on --H.— H CASTAN-PLACE STUDS, DRILLED -IN-PLACE EPDXY ADHESIVE ANCHORS, OR PER PUMP MANUFACTURER'S RECOMMENDATION. INV 341.50 THE SIZE AND NUMBER OF FASTENERS SHALL MATCH MANUFACTURER'S RECOMMENDATIONS. ALL ANCHOR BOLTS SHALL BE STAINLESS STEEL. TOS GRATING F EL 339.10 2. PROVIDE ELBOWS AND REDUCERS AS REQUIRED TO MATCH PUMP DISCHARGE SIZE B (MAY VARY BY PUMP MANUFACTURER SELECTED) 3. PROVIDE INTERMEDIATE SUPPORTS ON GUIDE BARS PER MANUFACTURER'S 7 RECOMMENDATION. 19 I 6 TOS CRATING EL 331.12 MATERIAL LIST: e 1D SERVICE PUMP AND MOTOR ® 4" WSP o-- - Q 20" WSP LR 90° ELBOW ® 4" VACUUM RELIEF VALVE (TYPE 1240) 30 20" WSP ® STEEL VALVE ENCLOSURE 36 5 ® 20" FLEXIBLE COUPLING. PROVIDE JOINT HARNESS PER AWWA M11, ® PIPE STANCHION PER OETAIL5 � 3 SUFFICIENT FOR 150 psi. © POWER CABLE SHALL BE SUPPORTER BY 5Q 20" x 24" REDUCER CHAIN. SEE ELECTRICAL PLANS FOR CONTINUATION OF POWER CABLE. CHAIN © pq WSP SHALL BE STAINLESS STEEL WITH A 4 MAXIMUM WEIGHT LIMIT OF 1000 LBS. (D HORIZONTAL PIPE SUPPORT PER OEiAIL CHAIN SHALL NOT BE USED FOR REMOVAL T-13 OF PUMP OR EQUIPMENT. I � BO 24" WSP LR 90° ELBOW ® PIPE BOLLARD PER DETAIL 2 EL 319.678Q PIPE HANGER PER DETAIL �q 19 CLASS 1, DIVISION 2 TERMINAL JUNCTION Q 24" FLEXIBLE COUPLING. BOX, SEE ELECTRICAL PLANS, MOUNT TOP PROVIDE JOINT HARNESS PER AWWA M11, OF BOX TO" ABOVE PLATFORM. SUFFICIENT FOR 150 psi. /\ POWER CABLE SUPPORT PER DETAIL IQ FABRICATED PIPE THIMBLE PER DETAIL-t.,—r1 ® PRESSURE GAUGE PER DETAIL 4T EL 315.67 - I I© 29" FLAP GATE (TYPE 1060) PLACE DIAL 6" FROM HANDRAI 3/4" THRED-O-LET n SECTION SCALE: 3/8"=1'-0" RENFR O ROAD OC PUMP PLANT e` D. CRONQUIST 11HECKED M. ROBERTS I M. ROBERTS "®°E "°' PUMPING PLANT SECT/ONS - T M-$ DETAILS Y 0. CRONQUIST M. ROBERTS IIELEVT ENep[ER 50C 0352W SUITe+ o. caoNo IST ° M. ROBERTS WES TS/DE PARKWAY — PHA SE 6C EARLIER REVIIIAN DATES CITY OF BAKERSFIELD — PUBLIC WORKS DEPARTMENT 2]6X. 42 12.5-178 11 oI SIGN OFF GATE' ppo: Esx x°N'(A¢c SH EEi TO( N0. SHE TYP. cfl°rvQulsr xPj 2/31 /1 Lcrv1 TOC EL 348.00 / / � � ) a 'd i� /�/��� PECSSTEPf6 PPOG NAL FNC PFFA PLAXS APPPOVpLEN 91E I _ x, R1 -a Pol-a rJ -For: r C pISBOXBE � CJITY OF BAKERSFIELD BOX AS BUILT i BAKE SFIELDN AVENUE °' � BAKERSFIELO CALIFORNIA 93301 CONTRACT No. �� W/0/ P reparetl by: I; C.C.A. DATE /3- A_—MM INV 341.50 - R.E. NAME � wnnue>. damn Y B 5 R.E. Signature for (nal proval of As -Built information I CONSTRUCTION NOTES: I. PUMPS SHALL BE INSTALLED WITH CAST -IN-PLACE STUDS, DRILLED -IN-PLACE y EPDXY ADHESIVE ANCHORS, OR PER POMP MANUFACTURER'S RECOMMENDATION. 4 Y - THE SIZE AND NUMBER OF FASTENERS SHALL MATCH MANUFACTURER'S L Y RECOMMENDATIONS. ALL ANCHOR BOLTS SHALL BE STAINLESS STEEL. 2. PROVIDE ELBOWS AND REDUCERS AS REQUIRED TO MATCH PUMP DISCHARGE SIZE (MAY VARY BY PUMP MANUFACTURER SELECTED) 3. PROVIDE INTERMEDIATE SUPPORTS ON GUIDE BARS PER MANUFACTURER'S Jq RECOMMENDATION. MdTFO FABRICATED THTMBLEER PER DETAIL 3 Q 65 EL 319.67 � PIPE BOLLARD PER DETAIL � 3 © 6'0 FLEXIBLE COUPLING _ '6 WSP SPOOL. FLGXPE ( T LIFTING CHAIN SIZE PER MANUFACTURERS RECOMMENDATION '£ Q SST GUIDE RAILS PER MANUFACTURER'S 0 RECOMMENDATIONS 11 NUISANCE PUMP AND MOTOR O 6°9 WSP LR 90° ELBOW © POWER CABLE SHALL BE SUPPORTED BY CHAIN. SEE ELECTRICAL PLANS 11 © 6"8 FLAP GATE (TYPE 1060) FOR CONTINUATION OF POWER CABLE. SUMP INV 313.48 . o ° Q] 6"9 WSP _PUMP .4 'gP d n SECTION SCALE: 3/B"=1'-0" RENFRO ROAD O C PUMP PLANT :'2 GRONQOIST ° M. ROBERTS M. ROBERTS '°°�"°' PUMPING PLANT SECT/ONS - 2 M-3 50C -0352W D. CRONOUIST M. flOBERTS PFOJFti ENWNFFA WESTSIDE PARKWAY - PHASE 6C ByG. cgorvouar ° M. ROBERTS CITY OF Bi1KERSF/ELD - PUBLIC WORKS DEPARTMENT 12.5-178 SEE EE -5 FOR CONTINUATION SEE FOR HIGH LEVEL FLOAT LOW LEVEL FLOAT LEVEL 11 EET TOT MAX NOTE: ie ANIEL 57 �i ° TYP SUPPORT SYSTEM SHALL BE FABRICATED AND 3 FIT RI 1 INSTALLED IN ACCORDANCE WITH M55-50. 12/31/1 II 2 II LI VIL aha uV�p TOC EL 398.00 GALVANIZED STEEL fi'V WSP BRACKET (TYPE 39 os-¢e-torz FIG. 199 AS PFLISIEPFD PPCF NIL FNCIXFEP PL ONS MPflOVAL GATE MANUFACTURED BY SST GUIDE RAILS ANVIL, OR EQUALA CIT 0,p OOF tlBAKERSFIELD GALVANIZED 1" U -BOLT 160o TRUXTUN AVENUE e CIE-- 4 { (TYPE 24) BAKERSFIELD CALIFORNIA 93301 P . . . . . . SST Y ANCHORS SET -XP 6 EPDXY ANCHORS W/ _ 6" MIN. EMBED n LATERAL SUPPORT DETAIL NO SCALE 9 9 9 CONSTRUCTION NOTES: Fv 1. PUMPS SHALL BE INSTALLED WITH CAST -IN-PLACE STUDS, DRILLED -IN-PLACE EPOKY ADHESIVE ANCHORS, OR PER PUMP MANUFACTURER'S RECOMMENDATION. THE SIZE AND NUMBER OF FASTENERS SHALL MATCH MANUFACTURER'5 RECOMMENDATIONS. ALL ANCHOR BOLTS SHALL BE STAINLESS STEEL. P'-3" ]'-3" 3'-2" 2. PROVIDE ELBOWS AND REDUCERS AS REQUIRED TO MATCH PUMP DISCHARGE SIZE (MAY VARY BY PUMP MANUFACTURER SELECTED) 3. PROVIDE INTERMEDIATE SUPPORTS ON GUIDE BARS PER MANUFACTURER'S RECOMMENDATION. B B B MATERIAL LIST, 6 10 PIPE BOLLARD PER DETAIL 26 O9 24"¢ WSP 2Q ]'-0"x B'-0" SOLID HATCH PER 5T_q ® GUIDE RAIL MOUNTING PER DETAIL 9� MANUFACTURER'S RECOMMENDATION aa` 3 ING ASSIT 3'-O"x7'-0" SOLID Vy 24'X20" REDUCER, FLANGED "PUMH"R3 PUMP tt2 n PUMP W1 . " „ n EL 315.67 AS B UI T ® HATCH Q 20'V WSP 75 14 L� E HANGER SUPPORT PER CONT; ACT TE /o `i 0 DerAl " PUMP ttq ° " e ° " ° T �/� —j'� ^ //L'�— © WSP SR 90° ELBOW © 24-V WSP LR 90° ELBOW ro R.E. NAME // /, G" 46 (//JC X IANUF TUBER'S SSF GUIDE RAILS PER @ RECOMMENDATION 20'R WSP LR 90° ELBOW / ° Q NJ SANCE PUMP AND MOTOR © 20 FLEXIBLE COUPLING //,��� PIPE HANGER SUPPORT PER DETAI"@ 5 VICE PUMP AND MOTOR (///✓f/ O9 LATERAL T 10-i PER OETAI L� SPACED AT 10'-0" O.C. ��// SECTION R.E. Signature f r f al approval ® CLASS I, BOX FOR 2 THERMAL JUNCTION BOX FOR NUISANCE PUMP, SCALE: ITATI'-0" Of AS-BUIIt Inf OrinatlOn WITHIN ELECTRICAL REACT OF PLANS. MOUNT REMPRO ROAD OC PUMP PLANT aY D. LRONOUIST ° M. ROBED M. ROBERTS °°'°°`"°' PUMPING PLANT SECTIONS — S M-4 0. CRONOUST M. ROBERTS PROJER FNGIxFFA 50C -0352W x. D. CRONQUIST ° M. ROBERTS WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD — PUBLIC WORKS DEPARTMENT pq w.°, qp 12.5-178 1" SST — WELDLESS EYENDT (TYPE 17) ELEVATION N.T.S. FOR CONNECTION WITH STRUCTURE, SEE DETAIL 1_10 ° 1" SST THREADED ROD 1" SST THREADE7—jil. 1" SST TURNBUCKLE (TYPE 13) WITH JAM NUTS, LOCATE 5'-0" ABOVE PLATFORM SUPPORTHANGER N TALLED INFABRICATED ACCORDANCE WITH MSSSP-58. AND 1" SST THREADED ROB 1" SST THREADED SHEER LUG SHALL BE FABRICATED AND INSTALLED PER RISER— PIPE CLAMP MANUFACTURER'S RECOMMENDATIONS. RISER PIPE CLAMP MANUFACTURER SHALL PERFORM p PIPE WALL STRESS ANALYSIS PRIOR TO MAKING RECOMMENDATIONS. PIPE SPOOL SHALL BE HOT DIP GALVANIZED AFTER SHEAR LUGS ARE O 101 INSTALLED. RSER PIPE CLAMP SHALL COMPLY WITH MSS SP -50 (TYPE 42) - WITH A MINIMUM RECOMMENDED LOAD OF 13,000 lbs AND BE GALVANIZED. MODEL SHALL BE FIG. 40 AS MANUFACTURED BY ANVIL OR EQUAL. SIDE ELEVATION N.T.S. n PIPE HANGER SUPPORT DETAIL NOT TO SCALE AS BUILT CONTRACT No, C.C.A. DATE 41- 13— R.E. 3—R.E. NAME J?7. 45�, .E. Signature ` As -Built infc 1 1/4" DIA. HI TYR 4) 1" SST WELDLESS EYENOT (TYPE IZ) I., 0. CRONODIST o M. ROBERTS M. ROBERTS 0. CRONQUIST M. R08ERTS PwOJER ...II • B. CRONOUIST M. ROBERTS EIRLIER .- ION D—S approval SHEET TOT4L 332 53Q AT5 °Ae eANIEL 59t fe xe i3� u.�xp12/31 /1 CIVIL 09-28-2012 RECISTEPEo pNOFE eL FHCmFFP vLAxs MPPO�II S4T Prepared -For: CITY OF J3AKERSFIELD. 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Freparedww by: MOM - TO BE DETERMINED 12" PIPE STANCHION. a SHALL BE FIG. 63 TYPE p5 MANUFACTURED BY ANVILA, , 9 OR EQUAL 10" x 18" x 1/2" BASE PLATE GROUT PAD e 1" SST SIMPSON SET -XP EPDXY 5 ANCHOR BOLTS W/6" MIN. EMBER m PLAN ELEVATION N.T.S. N.T.S. n STANCHION SUPPORT J NOT TO SCALE WALL OR STEEL PIPE 3/8" THICK PLATE WALL FLANGE, SAME MATERIALS AS PIPE lC NOTES ' 2'-0" G" 1. BLOCKOUT AND PIPE . THROUGH WALL SHALL BE MTN. rMFNWATERTIGHT. 2. FOR 4" OUREE LOCATION./TI _ SEE DETAIL—..— 1 FABRICATED PIPE THIMBLE -5 NOT TO SCALE RENFRO ROAD OC PUMP PLANT - P/PE DETAILS - 1 M-$ WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT gO 42 12.5-17£ 12.5-17£ 4" STEEL RISER PIPE VACUUM RELIEF VALVE(NOT INCLUDED FOR NUISANCE PUMP) 4" FLANGE STEEL VALVE ENCLOSURE P PRODUCTS VED N0. VC -316G OR FABRICATED APPROVED EQUAL IZ" PIPE THIMBLE ' 4" VACUUM RELI PIPE CAP (TYPE 1240)NNECTION TO VALVE PER FLAP GATE - - 3_1/2° ,NIDE LVE SPECIFICATIONS (TYPE 1060) REFLECTING TAPE TOP OF CONCRETE 4 -INCH DAA STD WT STL DISCHARGE - _ _ PIPE. PAINT PIPE YELLOW BOX UBLE WRAP (2 LAYERS) PIPE DISCHARGE _ PIPE WITH POLYKEN 900 INV EL 341.50 FLANGE COUPLPE THROUGH CONCRETE n ADAPTER CEMENT SLOPE 1" ABOVE " FINISHED GRADE 4' STEEL RISER 124" MIN. 4 6" 1/2" 0 x 6" GALV STEEL < MIN' EYEBOLT ANGE INSIDE WET WELL 5 -INCH DIA STD WE GALV a n v 4 STRUCTURAL WALL STL PIPE SLEEVE o /�� �•/����� a NOTE: DISCHARGE PIPE T' 6' DO NOT FILL WITH CONCRETE ! NOTE: BLOCKOUT AND PIPE •\ THROUGH WALL SHALL DIA BE WATERTIGHT. n TYPICAL FLAP GATE DETAIL rz REMOVABLE BOLLARD VACUUM RELIEF AIR INLET V NOT TO SCALE - NOT TO SCALE NOT TO SCALE 5 NO? SHEETS JEl 300 eNO PANIEL S(f o.� �y12/31 /1 PEGISTFAED PPOFf NIL FHGIX pL1N5e<PPPDVpLfDRTE 7Y 1 COF AOr: CITY OF Ex4KERSFIELO 1600 TRU%TON AVENUE BAKER SFIELO CALIFORNIA 93301 A— MM AS BUILT CONTRACT No. 7n?—,/v P/2� C.C.A. DATE /-Z—/3 _2 p/ $- R.E. NAME,Z l2 45�; �G/Z��i'= 1 VF f R.E. Signature fFfir(g✓approval Ifs" THIO%AIR VENT/ AIR VACUUM VENT of As -Built information LAP PLATE 12 3/16 TYP. € l 16-x" DIA. HOLES EA. _ ROW STAGGERED 6 TOC aDD�oDD 11.25" AS SHOWN AIR VENT EL 346.00 0 215 LF x 36" RCP $ 00 6 SON 40 ODSTRUCTURRE TOP OF BASIN FINISH GRADE S 00 0 o a alSTEEL PIPE $ STEEL PLATE EL 343.00FG -EL 34].50DIDto D0 00 -HOLE -- - TYP. 4 PLALESI u --WYe'WSST WEDGE ANCHORSINV EL 341.00 I SLAB STHICNNE55 T BO%CHARGE )HDteOIp gDlvanlze a£tef EL3.00 OUTLET PIPE TGSTlcatk,, - INV EL 330.50 ., ELEVATION n AIR VENT ASSEMBLY M7Y NOT TO SCALE 0. CRONOUIST • 0. CRONOUIST 12.5-178 OUTLET PIPE n NOT TO SCALE RENFRO ROAD OC PUMP PLANT M. ROBERTS M. ROBERTS anmiE PIPE DETAILS - 2 Iff-6 M. ROBERTS PROJECT ExclxEw 50C -0352W WHSTSIDH PARKWAY - PHASE 6C M. ROBERTS CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 12.5-178 C _ FOq CONNECTION WITH E STRUCTURE SEE DETAIL sI_m f q �a 1 NOTE: HANGER SUPPORT SYSTEM SHALL BE d FABRICATED AND INSTALLED IN ACCORDANCE WITH MSS SP -58. �1" SST THREADED ROD 1" SST TURNBUCKLE - (TYPE 13) WITH JAM NUTS SST THREADED ROD 1" SST WELDLESS EYENUT (TYPE 17) NOTES: AIR CONDITIONER UNIT SHALL BE MODEL PTC123EOOA AS MANUFACTURED BY AMANA OR EQUAL. THE UNIT SHALL INCLUDE THE FOLLOWING: I. MIN CIRCUIT AMPS = 6.6 AMP 2. SHIPPING WEIGHT = 123 LBS 3. WALL SLEEVE PER MANUFACTURER'S RECOMMENDATION. WALL SLEEVE COLOR SHALL MATCH COLOR SELECTED FOR DOOR FINISH. 4. EXTERIOR GRILL COVER SHALL BE TYPE ACK OR EQUAL, EXTRUDED ALUMINUM WITH BAKED -ON PAINT FINISH. COLOR OF GRILL SHALL MATCH COLOR SELECTED FOR DOOR FINISH. S. CONDENSATE DRAIN KIT PER MANUFACTURER'S RECOMMENDATION. 6. THERMOSTAT SHALL BE MODEL 1246004 OR EQUAL, HARDWIRED AUTO SET BACK PROGRAMMABLE PER MANUFACTURER'S RECOMMENDATION. MOUNT THERMOSTAT ADJACENT TO DOOR, AS SHOWN IN DRAWINGS. MOTOR CONTROL CENTER LOUVERED GRILL PER NOTE 4 PER NOTE 6 CONDENSATE DRAIN WIRED CONNECTION KIT PER NOTE 5— SUPPORT BRACKETS MANUFACTURER'S RECOMMENDATIONS `AIR CONDITIONER "LJ PLAN SECTION L z1 ELECTRICAL BUILDING AIR CONDITIONING UNIT M -T NDT TD sc ALE NO. SHE xOs [s s:a, T], eANIEL MATERIALS LIST ]34T pWe S(f� MIOFNIMUM RECOMMENDED LOAD OF CRON OOIST i w, T30]T 4,000 lbs AND BE GALVANIZED. xpj 2/31 /1 3/8" GALVANIZED WELDLESS EYE NUT (TYPE 17) CIVIL � 1z P;CITYOKERN 3/4" AND 1/4" PIPING SHALL SIZE PER CITY OF BAKEF25FIELDURER'S 3/0" THREADED ROD VAIRos-zX-z 1600TRU%TUN AVENUE DATIONSBAKERSFIELD CALIFORNIA 93301 q 1/2"0 PRESSURE EVE Prepared by: 3ITIONER GAUGE DISCHARGE PIPE MATERIAL AS MANUFACTURED BY ANVIL, OR EQUAL ANO BALL VALVE. 4O 3/0" SEISMIC RETAINING CLIP, FIG. BOX AS MANUFACTURED BY `AIR CONDITIONER "LJ PLAN SECTION L z1 ELECTRICAL BUILDING AIR CONDITIONING UNIT M -T NDT TD sc ALE SIGN OFF D­ 2" OPENING NOTE: SUPPORT SYSTEM SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MSS SP -50. �a1 POWER CABLE SUPPORT M -T NOT TO SCALE er 0. CRONOUIT o M. ROBERTS M. ROBERTS ETARLE D. CRUNCH'ST M. ROBERTS PR7J ENadEM By D. CRONOUI5T M. ROBERTS @NOTTO SCALE PRESSURE GAUGE ASSEMBLY AS BUILT CONTRACT No. 77'_- iP),E6 ff C.C.A. DPTE —/3 21yP_� R.E. NAi.,i­/)j. R.E. Signature fo inal roval of AS -Built informction RENFRO ROAD O C P LANT PIPE DETAILS - S M-% WESTS/DE PARKWAY - PHASE 6C CITY OF_BAKERSF/ECD -PURL/C WORKS DEPARTMENT 32..", 42 12.5-178 PPE CLAMP (TYPE 4) WITH MATERIALS LIST MIOFNIMUM RECOMMENDED LOAD OF 4,000 lbs AND BE GALVANIZED. Q1 3/8" GALVANIZED WELDLESS EYE NUT (TYPE 17) NOTE: MODEL SHALL BE FIG. 216 AS 3/4" AND 1/4" PIPING SHALL MANUFACTURED BY ANVIL OR EQUAL. 3/0" THREADED ROD BE CORROSION RESISTANT q 1/2"0 PRESSURE METAL COMPATIBLE WITH ELEVATION SIDE ELEVATION 3/0" GALVANIZED UNIVERSAL C -TYPE CLAMP (TYPE 23), FIG. 93 GAUGE DISCHARGE PIPE MATERIAL AS MANUFACTURED BY ANVIL, OR EQUAL ANO BALL VALVE. 4O 3/0" SEISMIC RETAINING CLIP, FIG. BOX AS MANUFACTURED BY 3/4"0 BALL VALVE %1 \ PIPE HANGER ASSEMBLY ANVIL, OR EQUAL (TYPE 300 0R TYPE 320) 1/4" TEE M -i NOT TO SCALE SO CABLE TIE, NYLON TYPE WITH STRAIN RELIEF NI REQUIRED NIPPLES © SST REPAIR LINK OR LOCKING CARBINE AT BOTH ENDS OF CHAIN 3/4"0 1/4" ORAINCOCK O SST CHAIN. 1000 IDs MAX LOAD ON 3!4'V UNION W/ Q 3/4" x �e PUMP POWER CABLE, BUSHING SIGN OFF D­ 2" OPENING NOTE: SUPPORT SYSTEM SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MSS SP -50. �a1 POWER CABLE SUPPORT M -T NOT TO SCALE er 0. CRONOUIT o M. ROBERTS M. ROBERTS ETARLE D. CRUNCH'ST M. ROBERTS PR7J ENadEM By D. CRONOUI5T M. ROBERTS @NOTTO SCALE PRESSURE GAUGE ASSEMBLY AS BUILT CONTRACT No. 77'_- iP),E6 ff C.C.A. DPTE —/3 21yP_� R.E. NAi.,i­/)j. R.E. Signature fo inal roval of AS -Built informction RENFRO ROAD O C P LANT PIPE DETAILS - S M-% WESTS/DE PARKWAY - PHASE 6C CITY OF_BAKERSF/ECD -PURL/C WORKS DEPARTMENT 32..", 42 12.5-178 GRAPHIC SYMBOLS FOR ELECTRICAL DIAGRAMS SYMBOL DESCRIPTION -�- CIRCUIT BREAKER, SINGLE POLE CIRCUIT BREAKER, DOUBLE POLE CIRCUIT BREAKER, THREE POLE _ _ CIRCUIT BREAKER, WITH GROUND GFl FAULT CIRCUIT INTERRUPTER �(- CONTACT, NORMALLY OPEN CONTACT, NORMALLY CLOSED �c CONTACT, NORMALLY CLOSED, TIME DELAY O CLOSING ON DE -ENERGIZING CONTACT, NORMALLY OPEN, TIME DELAY OPENING ON DE -ENERGIZING oZe CONTACT, NORMALLY CLOSED, TIME DELAY OPENING ON ENERGIZING CONTACT, NORMALLY OPEN, TIME DELAY CLOSING ON ENERGIZING o� CONTACT, SINGLE POLE DOUBLE -THROW -'� OPERATING COIL LIQUID LEVEL ACTUATED SWITCH NORMALLY CLOSED LIQUID LEVEL ACTUATED SWITCH NORMALLY OPEN °au PRESSURE ACTUATED SWITCH NORMALLY CLOSED ^w PRESSURE ACTUATED SWITCH L NORMALLY OPEN FLOW ACTUATED SWITCH 6 NORMALLY CLOSED ^r FLOW ACTUATED SWITCH NORMALLY OPEN IFTEMPERATURE ACTUATED SWITCH Y NORMALLY CLOSED TEMPERATURE ACTUATED SWITCH NORMALLY OPEN ^v° LIMIT SWITCH, NORMALLY CLOSED LIMIT SWITCH, NORMALLY CLOSED nLu PUSHBUTTON SWITCH, NORMALLY CLOSED e PUSHBUTTON SWITCH, NORMALLY OPEN ✓D SWITCH, SINGLE -POLE D� SWITCH, SINGLE -POLE, DOUBLE -THROW ASBUILT SWITCH, SINGLE -POLE, 3 -POSITION L THERMAL OVERLOAD CONTRACT No. 7,--/2 //L/P/, G -0-11-FUSE C.C.A. DATE TRANSFORMER WINDING R.E. NAME %f7 �H cnouNDlNc ELECTRODE A-( ENCLOSURE BOND m PILOT LIGHT (A -AMBER, G -GREEN, R -RED) ti MOTOR AV FAN MOTOR R.E. Signatu , f9 final approval D—CURRENT SWITCH of As -Built information ---- FIELD WIRING — FACTORY WIRING TffPD1 SURGE PROTECTIVE DEVICE 0 RUNNING TIME METER CR CONTROL RELAY DR TIME DELAY RELAY A. RANDALL M. ROBERTS e E° A. RANDALL 1-- 1— DEIIGN By Down res av P. TOPJIAN P. TOPJIAN ABBREVIATIONS BC BARE COPPER BOBUILDING DISCONNECT BR BREAKER C CONDUIT CB CIRCUIT BREAKER CO CONTROL DISCONNECT CRT CIRCUIT CO CONDUIT ONLY CPU CENTRAL PROCESSING UNIT CR CONTROL RELAY CS CURRENT SENSOR CT CURRENT TRANSFORMER CTO CUBRENT TRANSFORMER OVERLOAD DS DOOR SWITCH DIM DISCRETE INPUT MODULE DP DUPLEX PLUG RECEPTACLE FVNR FULL VOLTAGE NON REVERSING FS FLOAT SWITCH FNS FAN SWITCH GND GROUND GWPS GROUND WATER PUMP STATION GO GENERATOR DISCONNECT GFI GROUND FAULT CIRCUIT INTERRUPTER HS HATCH SWITCH IDS INTRUSION DEFEAT SWITCH 15 INTERLOCK SWITCH TO INTERNAL THERMAL OVERLOAD JB JUNCTION BOX L LIGHT LC LIGHTING CONTACTOR LCP LIGHTING CONTROL PANEL LD LIGHT DISCONNECT LLC LQUID LEVEL CONTROL LP LIGHT PANEL ITS LIGHT SWITCH LT LIGHT TRANSFORMER LTS LIGHT TRANSFER SWITCH MC METALLIC CONDUIT MCP MOTOR CIRCUIT PROTECTOR NO MOTOR DISCONNECT SWITCH ML MOTOR ROOM LIGHT MSS MOTOR SELECTOR SWITCH MT EMPTY CONDUIT NNEUTRAL NC NORMALLY CLOSED NIM NETWORK INTERFACE MODULE NO NORMALLY OPEN N.T.S. NOT TO SCALE OL OVERLOAD PNL PANEL PB PULL BOX PBN PUSHBUTTON PC PUMP CONTROL CABINET PCP PUMP CONTROL PANEL PD PUMP DISCONNECT PER PHASE FAILURE RELAY PFRO PHASE FAILURE RELAY DISCONNECT PH PHASE PL PILOT LIGHT PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PP POWER PANELBOARD PS POWER SWITCH PEW PURGE SWITCH PTS POWER TRANSFER SWITCH RMROOM RSC RIGID STEEL CONDUIT SD SERVICE DISCONNECT SF SUPPLY FAN SFR SEAL FAILURE RELAY SL SUMP LIGHT SPR STANDBY POWER RECEPTACLE SS SELECTOR SWITCH ST STARTER SV SOLENOID VALVE SW SWITCH T TRANSFORMER TB TERMINAL BLOCK TTB TELEPHONE TERMINAL BOARD TM TIME METER TSP TWISTED SHIELDED PAIR TSW TEST SWITCH UPS UNINTERRUPTIBLE POWER SUPPLY WP WEATHERPROOF GRAPHIC SYMBOLS FOR ELECTRICAL WIRING AND LAYOUT DIAGRAMS °We �a SYMBOL DESCRIPTION SYMBOL DESCRIPTION _ TOPJIAN MERCURY m 6�,G ORFACE SODIUMNVAPORSCENT FIXTURE D THERMOSTAT ® -0 RECESSED INCANDESCENT MERCURY ® PRESSURE SWITCH V1L OLiE FIXTUREVAPOR ® CONTROL RELAY Q DROP CORD QE -0 ELECTRICAL OUTLET FpTcl PHOTOELECTRIC CONTROL UNIT QJ -0 JUNCTION BOX l77=W7l5, FLUSH -MOUNTED PANEL BOARD AND CABINET 0 -0 EXIT LIGHT SURFACE -MOUNTED PANEL BOARD AND CABINET SURFACE PENDANT INDIVIDUAL WWF LIGHTING PANEL FLUORESCENT FIXTURE DISCONNECT SWITCH PENDANT CONTINUOUS SURFACE OR T ROW FLUORESCENT FIXTURES) CONDUIT -CONCEALED IN CEILING OR WALL NOTE: A LOWER CASE LETTER NEAR GRAPHIC - — - CONDUIT -CONCEALED IN FLOOR LIGHTING FIXTURE SYMBOL DENOTES THAT FIXTURE IS CONTROLLED BY SIMILARLY X CONDUIT -EXPOSED MARKED SWITCH. AN ALPHANUMERIC SYMBOL CROSS -LINES INDICATES NUMBER OF #12 AWG. NEAR GRAPHIC LIGHTING FIXTURE SYMBOL NO CROSS -LINES INDICATES 2#12 AWG UNLESS DENOTES FIXTURE TYPE (1 -INCANDESCENT, —(//— OTHERWISE NOTED. ALL CONDUIT SIT. F -FLUORESCENT, M -METAL HALIDE, H -HIGH UNLESS OTHERWISE NOTED. PRESSURE SODIUM VAPORDESIGN TYPE, NUMBER OF LAMPS AND WATTAGE. Al A2 HOMERUN TO PANELSOARD, ARROWS INDICATE NUMBER OF CIRCUITS. LETTER DENOTES EXAMPLE: F 2 - 2 X 40 PANELBOARD, NUMERAL DENOTES CIRCUIT. L40 WATT LAMPS CONDUIT, FLEXIBLE 2 LAMPS DESIGN TYPE O CONDUIT, TURN -UP FLUORESCENT CONDUIT, TURN -DOWN EMERGENCY LIGHT ® GROUND ROD DUPLEX PLUG RECEPTACLE GR DUPLEX PLUG RECEPTACLE, WEATHER- PROOF (WITH GEL) A — SECTIDN/ELEVATION LETTER OR DUPLEX PLUG RECEPTACLE (WITH GFI) FP — SHEET NUMBER TJ TERMINAL JUNCTION BOX 1 DETAIL NUMBER E? —SHEET NUMBER S SINGLE POLE LIGHT SWITCH S2 DOUBLE POLE LIGHT SWITCH S3 THREE WAY LIGHT SWITCH �- II CONDUIT SEAL SH HATCH SWITCH SH KEY OPERATED SWITCH SP SWITCH AND PILOT LIGHT SNP WEATHERPROOF SWITCH SSI MANUAL MOTOR STARTING SWITCH, THERMAL OVERLOAD TYPE GRAPHIC SYMBOLS FOR ELECTRICAL DIAGRAMS SYMBOL DESCRIPTION -�- CIRCUIT BREAKER, SINGLE POLE CIRCUIT BREAKER, DOUBLE POLE CIRCUIT BREAKER, THREE POLE _ _ CIRCUIT BREAKER, WITH GROUND GFl FAULT CIRCUIT INTERRUPTER �(- CONTACT, NORMALLY OPEN CONTACT, NORMALLY CLOSED �c CONTACT, NORMALLY CLOSED, TIME DELAY O CLOSING ON DE -ENERGIZING CONTACT, NORMALLY OPEN, TIME DELAY OPENING ON DE -ENERGIZING oZe CONTACT, NORMALLY CLOSED, TIME DELAY OPENING ON ENERGIZING CONTACT, NORMALLY OPEN, TIME DELAY CLOSING ON ENERGIZING o� CONTACT, SINGLE POLE DOUBLE -THROW -'� OPERATING COIL LIQUID LEVEL ACTUATED SWITCH NORMALLY CLOSED LIQUID LEVEL ACTUATED SWITCH NORMALLY OPEN °au PRESSURE ACTUATED SWITCH NORMALLY CLOSED ^w PRESSURE ACTUATED SWITCH L NORMALLY OPEN FLOW ACTUATED SWITCH 6 NORMALLY CLOSED ^r FLOW ACTUATED SWITCH NORMALLY OPEN IFTEMPERATURE ACTUATED SWITCH Y NORMALLY CLOSED TEMPERATURE ACTUATED SWITCH NORMALLY OPEN ^v° LIMIT SWITCH, NORMALLY CLOSED LIMIT SWITCH, NORMALLY CLOSED nLu PUSHBUTTON SWITCH, NORMALLY CLOSED e PUSHBUTTON SWITCH, NORMALLY OPEN ✓D SWITCH, SINGLE -POLE D� SWITCH, SINGLE -POLE, DOUBLE -THROW ASBUILT SWITCH, SINGLE -POLE, 3 -POSITION L THERMAL OVERLOAD CONTRACT No. 7,--/2 //L/P/, G -0-11-FUSE C.C.A. DATE TRANSFORMER WINDING R.E. NAME %f7 �H cnouNDlNc ELECTRODE A-( ENCLOSURE BOND m PILOT LIGHT (A -AMBER, G -GREEN, R -RED) ti MOTOR AV FAN MOTOR R.E. Signatu , f9 final approval D—CURRENT SWITCH of As -Built information ---- FIELD WIRING — FACTORY WIRING TffPD1 SURGE PROTECTIVE DEVICE 0 RUNNING TIME METER CR CONTROL RELAY DR TIME DELAY RELAY A. RANDALL M. ROBERTS e E° A. RANDALL 1-- 1— DEIIGN By Down res av P. TOPJIAN P. TOPJIAN ABBREVIATIONS BC BARE COPPER BOBUILDING DISCONNECT BR BREAKER C CONDUIT CB CIRCUIT BREAKER CO CONTROL DISCONNECT CRT CIRCUIT CO CONDUIT ONLY CPU CENTRAL PROCESSING UNIT CR CONTROL RELAY CS CURRENT SENSOR CT CURRENT TRANSFORMER CTO CUBRENT TRANSFORMER OVERLOAD DS DOOR SWITCH DIM DISCRETE INPUT MODULE DP DUPLEX PLUG RECEPTACLE FVNR FULL VOLTAGE NON REVERSING FS FLOAT SWITCH FNS FAN SWITCH GND GROUND GWPS GROUND WATER PUMP STATION GO GENERATOR DISCONNECT GFI GROUND FAULT CIRCUIT INTERRUPTER HS HATCH SWITCH IDS INTRUSION DEFEAT SWITCH 15 INTERLOCK SWITCH TO INTERNAL THERMAL OVERLOAD JB JUNCTION BOX L LIGHT LC LIGHTING CONTACTOR LCP LIGHTING CONTROL PANEL LD LIGHT DISCONNECT LLC LQUID LEVEL CONTROL LP LIGHT PANEL ITS LIGHT SWITCH LT LIGHT TRANSFORMER LTS LIGHT TRANSFER SWITCH MC METALLIC CONDUIT MCP MOTOR CIRCUIT PROTECTOR NO MOTOR DISCONNECT SWITCH ML MOTOR ROOM LIGHT MSS MOTOR SELECTOR SWITCH MT EMPTY CONDUIT NNEUTRAL NC NORMALLY CLOSED NIM NETWORK INTERFACE MODULE NO NORMALLY OPEN N.T.S. NOT TO SCALE OL OVERLOAD PNL PANEL PB PULL BOX PBN PUSHBUTTON PC PUMP CONTROL CABINET PCP PUMP CONTROL PANEL PD PUMP DISCONNECT PER PHASE FAILURE RELAY PFRO PHASE FAILURE RELAY DISCONNECT PH PHASE PL PILOT LIGHT PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PP POWER PANELBOARD PS POWER SWITCH PEW PURGE SWITCH PTS POWER TRANSFER SWITCH RMROOM RSC RIGID STEEL CONDUIT SD SERVICE DISCONNECT SF SUPPLY FAN SFR SEAL FAILURE RELAY SL SUMP LIGHT SPR STANDBY POWER RECEPTACLE SS SELECTOR SWITCH ST STARTER SV SOLENOID VALVE SW SWITCH T TRANSFORMER TB TERMINAL BLOCK TTB TELEPHONE TERMINAL BOARD TM TIME METER TSP TWISTED SHIELDED PAIR TSW TEST SWITCH UPS UNINTERRUPTIBLE POWER SUPPLY WP WEATHERPROOF C7Y1 OP BAKERSFIE LO TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 NOTES NOT ALL SYMBOLS AND OR ABBREVIATIONS 1. INCLUDED IN THIS SHEET ARE NECESSARILY USED IN THIS PROJECT. 2. WHERE CONDUIT 15 NOT CALLED OUT WITH A CONDUIT REFERENCE, AND WIRE QUANTITY IN CONDUITS IS NOT SHOWN, PROVIDE #12 WIRES, QUANTITY AS REQUIRED, INCLUDING GROUNDING, UNLESS OTHERWISE NOTED, OR UNLESS CONDUIT 15 LABELED 'CO' IN WHICH CASE CONDUIT SHALL BE PROVIDED WITH PULL ROPE FOR FUTURE INSTALLATION OF CONDUCTORS. RENFRO ROAD OC PUMP PLANT LEGEND, ABBREVIATIONS A NOTES EE -7 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT -- -- - 12.5-178 HEFT 701 °We �a ,o°pO Dos e PARS L fYo _ TOPJIAN m 6�,G ELEc e (11 I�S91PVH0 m 2 PE4ISiFAEo PPOFFSSIONIL W4PIF➢i PL1X V1L OLiE C7Y1 OP BAKERSFIE LO TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 NOTES NOT ALL SYMBOLS AND OR ABBREVIATIONS 1. INCLUDED IN THIS SHEET ARE NECESSARILY USED IN THIS PROJECT. 2. WHERE CONDUIT 15 NOT CALLED OUT WITH A CONDUIT REFERENCE, AND WIRE QUANTITY IN CONDUITS IS NOT SHOWN, PROVIDE #12 WIRES, QUANTITY AS REQUIRED, INCLUDING GROUNDING, UNLESS OTHERWISE NOTED, OR UNLESS CONDUIT 15 LABELED 'CO' IN WHICH CASE CONDUIT SHALL BE PROVIDED WITH PULL ROPE FOR FUTURE INSTALLATION OF CONDUCTORS. RENFRO ROAD OC PUMP PLANT LEGEND, ABBREVIATIONS A NOTES EE -7 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT -- -- - 12.5-178 'W ELECTRICAL SITE PLAN SCALE: I" = 20' a� — DESIGN OVERSO"T SIGN OFF DATE 5 NO. SHE 11"X x DEEP °N PARS L f PRECASTT CONCRETE TOPJIdN = COVERHANDHOLE WITH CONCRETE FINISH GRADE W,E012845 a COVER LABELED 'GROUND' ELEC PFLISTFA iJW PPN](oR�V/I� CMFFP pLAN49WPP0V0L2 0ATE GROUND CONNECTOR P re po rad Por: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE GRAVEL BASE BAKERSFIELD CALIFORNIA 93301 PER SPECS. P spare tlw by: GROUND ROD �T CONDUIT & /'1. U WIRE PER PLANS GROUND WELL DETAIL N.T.S. AS BUILT NOTES: CONTRACT No.' /�11�6L' [I CONDUIT SIZE. TYPE & C.C.A./.DATE �/�/—,//].3�-2-01-S METHOD OF INSTALLATION PER R.E. NAME // V. PG&E REQUIREMENTS. PROVIDE '—^V PULL ROPE ROPE IN CONDUIT. [Z STANDBY POWER RECEPTACLE. Location OF 44 -: Mamfrael�eer5 __ moncim " Name pith 3�.5ect, Eavb ay i3etYlred R.E. Signature ornal approval I of AS -Built information #4 -Co'. DUCT BANK DETAIL X21 N.T.S. 72 — Style It Pad Code 043436 (REFER TO PG&E GREEN BOOK DOCUMENT 045292 FOR ADDITIONAL REQUIREMENTS) PG&E TRANSFORMER PAD DETAIL �1 N.T.S. RENPR O ROAD OC PUMP PLAN T 'EATONe° P. TG"IAN o A. RANDALL M. ROBERTS vmrs Ne. SITE PLAN & DETAILS EE' SOC-035BW P. TOPJIAN A. RANDALL PPodECT FN6nftEP WEST3/OE PARKWAY - PHASE 6C DISREG RD PRINTS REARING A CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 34 AERA, 12.5-178 SERVICE PEDESTAL 'MSB -1' 48OV, 400A, 39, 4W, 65KAIC p0 0 0 -16--`F r SC -49500 NCMIL & 1/1 GNG I I ® I MEETINGcxD Bus - I I 4 xRTIRu NEUTRAL -P1- N I 0-06-0 oTl 3 ❑ TEST SWITCH I SERVICE I SPE) (SO) x". a (DISCONNECT IL-o--oo-_o oL 400/3 900/3 C�\� 9/30/1 prA A � Al - (1111" oo-ze-zalz XEG6TFAE➢ PNOF651PNAL ENC[IFFA PLANS APPPOVAL GATE B BI Prepared i - - - - - -� CITY OFTU BKER ASFIELD C� �• 1600 TRUXETON AVENUE BAKERSFIELO CALIFORNIA 93301 TC -3#1/0 POWER TRANSFER R 3/4'cag,0 NI UGHTS S1MCH (PTS) 111 20 194 GND + 2 —T 194 CND + 1I4 GID + B & 1910 CND N8 ucxT j 400/3 Z 20 2912 -��,IIr v SPRJI 4° GD 2912 '1 PPD MOUNTED 1- J IDMOTRANSFORMER 4 CO PRop05EB J PONT OF IXJ CNECION CONTROL PO4 (POS, PBD) WASFORMER FI RESET filo- 2 1. MAC F2 NC B TD 513- 1 400/3 L- iZJOC PL] 4 (ELI, PLII) MOTOR CONTROL CENTER "MCC --1 600A, 48OV, 30, 0. 65KAIC A4 posss Io4 SHEET T]Oi NO. SHE e 1 -P1- ( ]3l P4a M. ROBERTS PXanECT Ex41xEEN MC -0352W P4R5 L n - TOPJIAN SPARE ll x". a P3 9/30/1 prA ELE II.� 3usal�p - (1111" oo-ze-zalz XEG6TFAE➢ PNOF651PNAL ENC[IFFA PLANS APPPOVAL GATE CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT Prepared i - - - - - -� CITY OFTU BKER ASFIELD 1600 TRUXETON AVENUE BAKERSFIELO CALIFORNIA 93301 TC -3#1/0 Pre Paredesw by: R 3/4'cag,0 NI UGHTS 20 04 C4 A4 04 C4 AA B4 C4 A4 B4 C4 A4 B4 C4 z 1 111 111 111 11`1` !11 1}i ij5A/3P jII) )-� MCP( 150.4/3P MCP2 150A/3P ) MCP3 150A/3P fI1}�-� MCP4 30A/3P A6 SO GG I I C51 14C1 I I G51 100 11 C52 �� 1k f�E W. Pmre 71 11 CA4 MR Ell MR S13 I /L JLSZ 4 SZ 4 MR PER SZ 1I� 1I� /LSZ 2 ED CRT IPI C E2F �2 5 e A4\ B14\ C14`1A4` B4\ I 'W3P�/ 3NOA/2P LT WERTEMPMIERE ALARM FOR W (PL1q PL12) A SFPL LEAKAGE AIPRM TEMPERATURE AND MOISTURE PROTECTION PARTIAL CONTROL SCHEMATIC DIAGRAM - -P1- m DEB M. ROBERTS PXanECT Ex41xEEN MC -0352W f - -P2 SPARE ll WESTSIDE PARKWAY — PHASE OC P3 49 N9 L�I P4 - G4BF5 SHN1 BE PROlM0E0 W1H PUMP MOTOR. CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT [2 YC -391/0 & TC -3#1/0 & TC -3#1/0 & F3 3/4'cag,0 NI UGHTS 20 194 GND + a 194 CND + 1I4 GID + & 1910 CND N8 ucxT j 20 2912 \� uSUcxTsMP PR J } 2912 2112 + 2I1� TO 0 0 0 PUMP HOUSING 1 1 1 1 PUMP LPI CONTROLS NI 1H. SWITC� PUMP 112 I I CONTROLLER SrLP3 ll N3 13l%, SEN 46GV 3 H 460V VPH . OHP2 M,PH 4 3PH RECEPTPLLES( r 55 SEA 96A IDA 21A SERMICE PUMP 91 SERVICE PUMP 92 SERVICE PUMP s3 NUISANCE PUMP 94 SPARE r111 < N 2 WERTEMPMIERE ALARM FOR W (PL1q PL12) A SFPL LEAKAGE AIPRM TEMPERATURE AND MOISTURE PROTECTION PARTIAL CONTROL SCHEMATIC DIAGRAM L1 I Ez M AS BUILT ,TR ;CT No. TGI /U /0 (' 4.ATE_ NA�ME1// iature foi find It information 20 P. rapJ14N m DEB M. ROBERTS PXanECT Ex41xEEN MC -0352W f P. TOPJIAN SPARE ll WESTSIDE PARKWAY — PHASE OC NOTS 49 N9 L�I CABLE SIZE & (IPE PER SPECIFICATIONS. - G4BF5 SHN1 BE PROlM0E0 W1H PUMP MOTOR. CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT [2 IEL x 16'W x 0'D, CUSS I, ON. 2 TERMINAL JUNCTON BOX WN I= OR EQUAL POWER DISTRIBUTION BLOCKS TO SPUCE CABLES. F3 PRIMBE APPROPRRTE DISCONNECT FOR CPO. NI UGHTS L1 I Ez M AS BUILT ,TR ;CT No. TGI /U /0 (' 4.ATE_ NA�ME1// iature foi find It information 20 P. rapJ14N m DEB M. ROBERTS PXanECT Ex41xEEN MC -0352W POWER SCHEMATIC DIAGRAM GC 'J P. TOPJIAN A. R4N04LL WESTSIDE PARKWAY — PHASE OC I AC UNIT 20 � CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT U'4 20 I 20 �— C ROOM 01DN6 NI UGHTS 20 a 8 G, SUMP PIT N8 ucxT j 20 \� uSUcxTsMP PR J } \J RENFRO ROAD OC PUMP PLANT P. rapJ14N o A. RArvD4LL M. ROBERTS PXanECT Ex41xEEN MC -0352W POWER SCHEMATIC DIAGRAM GC 'J P. TOPJIAN A. R4N04LL WESTSIDE PARKWAY — PHASE OC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ,,--p42 12.5-178 SECTION SECTION SECTION SECTION SECTON SECTION LETTER hb ITEM BLACK PHENOLIC FIGHT P ® ® c © P ® © 1/6 R ON KID ON PL2 ON POP ON PL4 2 1 PL15PL16PL17 czzz) 3:1 O 3:1 O tt O 0 I/4" aP 3:1 3:1 OFF® 15OA/3P OFF 15DA/3P OFF 10 150A/3P OFF 30A/3T © ® © ® ©©®® TM1 MCP1 SS1 TM2 MCP2 SS2 TM3 MCP3 SS3 TM4 MC4 SS4 PV PL9 PLit PL13 ® if 0 3:1 I -f © o & O O O PLS PLI0 PL12 PL14 P62 0 m 6. WARNING: MOTOR DISCONNECT DOB ® 3:1 3:1 0 k1� P ® O 00 P PB4 PB5 PB6 PB7 17 0 PUMP #1 PUMP #2 PUMP #3 PUMP J4 21 !] 19 70HPO 70HPO 70HP® 15HP® 12 WATER LEVEL INDICATOR O O O O° I/4' 14 52 460 VOLT ONLY (WHILE ON 1© o ON Q 1SA/2P REO) TO OFF Q 33 15 IS © ON ON ISA/3P ON 15A/3P PANEL 'LP' O 400A/3P 2FMR OFF PFRD OFF SIB OFF PS 'LT' 34 36 MOTOR CONTROL CENTER 'MCC -V00 N.T.S. muxnrrez er P. TOPJIAN P. TOPJIAN EARLIER REVISION D -E. NOTES: LOCATED AT REMOTE SWITCHES. ❑2 20" DEPTH FOR ALL CUBICLES. CONTRACT No. 7 _ C.C.A. DATE __Z_= R.E. NAMES (,. E. Signature for f)(TC AS -Built information LEGEND PIAIE UK TOTAL sz ITEM I WHITE LETTRING ON LETTER hb ITEM BLACK PHENOLIC FIGHT P 15 - RING TYPE, INCHES P 16 P = PLATE SRE AS REO'0 1/6 R I MAIN 1/4" P 2 400A CB 48W. 3 PHASE I/4" P 3 PUMP NO. 1 I/4" P 4 PUMP NO. 2 I/a" P 5 PUMP NO. 3 1/4" P 6 PUMP NO. 4 1/a" P T HAND AUTO I/B R 24 PUMP NO. 2 Ile P 6. WARNING: MOTOR DISCONNECT DOB L1I P 26 NOT OPEN CONTROL CIRCUDS ON REO) P 9 CA RESET 1/8' P 1D PUMP RUNNING I/B R 11 PUMP CGMRCL 1/a' P 12 WATER LEVEL INDICATOR 1/6 13 PANIE LP 120/240 IPH, 3W I/4' P muxnrrez er P. TOPJIAN P. TOPJIAN EARLIER REVISION D -E. NOTES: LOCATED AT REMOTE SWITCHES. ❑2 20" DEPTH FOR ALL CUBICLES. CONTRACT No. 7 _ C.C.A. DATE __Z_= R.E. NAMES (,. E. Signature for f)(TC AS -Built information LEGEND PLATE UST TOTAL sz ITEM I WHILE LETTRING ON SNACK PHENOLIC R = RING TWE, P = PLATE SIDE AS TQ'D EITHER HEIGHT EIGHT INCHES hb 14 PANEL 'LP' DISCONNECT 1/C P 15 PHASE FAILURE RELAY 1/4 P 16 HIGH WATER 1/6 R 17 BYPASS TSW 1/R' P 16 DRAINAGE BASIN HIGH LEVEL ALARM 1/8' P 19 POTENTIOMETER FOR BYPASS BEING OF WATER LEVEL 1/4 P 20 SEAL FAILURE SYSTEM 1/0 P 21 RESET I/6 P 35 SPACE 1/4' P 23 PUMP NO. I I/8' P 24 PUMP NO. 2 Ile P 25 PUMP NO. 3 I/B' P 26 PUMP NO. 4 I/6 P 27 UBUIT POWER TIT R 28 OVERTLMP. I/B" P muxnrrez er P. TOPJIAN P. TOPJIAN EARLIER REVISION D -E. NOTES: LOCATED AT REMOTE SWITCHES. ❑2 20" DEPTH FOR ALL CUBICLES. CONTRACT No. 7 _ C.C.A. DATE __Z_= R.E. NAMES (,. E. Signature for f)(TC AS -Built information SPR THE St PTS SO Fn7 FL Fn3 FiiiFFi FJ GROUND ROD WITH CLAMP LEGEND PLATE UST TOTAL sz N0. WHITE USTEMNG ON LE<IQi LEBER hb REM I BLACK PHENOLIC IGHT 390 R = RING TYPE, INCH6 TOPJIdN C1 To P PULE CZE AS REED (TYPICAL B � 9/30/1 29 SEAL IFAKAGE 1/6 P 32 HIGH WATER HARM RESET 1/a' R 33 TRANSFORMER 'LT' 1/4' P 34 INTRISICALLY SAFE WIPING 4 1/ P N ^� COMPARTMENT FOR I.S. RELAYS 35 SPACE 1/4' P 36 SPACE I/4 P N PUMP NO.1 ON -07 (555) I/6' R 42 PUMP Nu ON-OFF (SENT I/B' R 43 PUMP NO.3 ON-OFF (SS/) 1/6 R 44 PUMP NO. 4 ON -CFF (SSB) 1/6 R 51 CHOICE DISCONNECT AND POWER (1/4 GkI P TRANSFER SWHOT REO) 1/4' 52 460 VOLT ONLY (WHILE ON P REO) SPR THE St PTS SO Fn7 FL Fn3 FiiiFFi FJ GROUND ROD WITH CLAMP SO SHT EE TOTAL sz N0. SHEETS PN ,oNN< hb \ \ P,o "U, 390 VE WITH 4" TOE TOPJIdN C1 To xo.�41>2 4�5 (TYPICAL B � 9/30/1 36 .x 42 q ELEC •xLPPrr n PLACESI 09-29-2012 Of IE SEC S ED EO PROFFER PLANS 4PPNOVLL Prepared Aar TO UTILITY CITY OF BCKERSFIELD E 1600 TRUXTUN AVENUE BAKERSFIELDSFIELO CALIFORNIA 93301 LIGRADE Preparetl by: N ^� A_aQOM SO i i ii i t 42 I IT/ sz SWITCHBOARD II 3/4" DIA., 10" hb \ \ - PHASE BC ANCHOR BOLTS VE WITH 4" TOE h1 U C1 To MCC (TYPICAL B DEPARTMENT 36 .x 42 PLACESI TO MCC TO UTILITY GROUND TO UTILITY E IL CLAMPRD ITH TRANSFORMER LIGRADE N ^� N SO REMPR O i i ii i t 42 I IT/ I I SWITCHBOARD II A. RANDALL PROJECT FN"UHN SOC -0352W / \ \ - PHASE BC h1 U C1 To MCC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 36 .x 42 TO MCC TO UTILITY TO UTILITY TRANSFORMER TRANSFORMER tt4 6 15" BOTH WAYS FRONT ELEVATION (TOP -BOTTOM MAT) SOE ELEVATION ] NOTE: INSTALL ANCHOR BOLTS AT LOCATION TO SUIT PEDESTAL FURNISHED 1] SERVICE PEDESTAL 'MSB -1' z N.T.S. REMPR O ROAD OC PUMP PLAN T A. RANDALL M. ROBERTS °"m""°' MCC S SWITCHBOARD DETAILS EE -4 A. RANDALL PROJECT FN"UHN SOC -0352W WHSTSIDH PARKWAY - PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 36 .x 42 12.5-178 0 i I PUMP #3 I Y I Q -- I SSE THROUGH SS8 OI I TJ I Fo(TYP) 0 6 ITYPI PUMPm I .(#2 1I _ _ PUMP#{1�� 4 -121 f� 0012 3 n EE -8 Z;Z?l PUMP #q AS BUI CONTRACT No. C.C.A. DATE R.E. NAME Af R. EU Signature f6 fi (approval of Al's -Built information EE-2� opXo oy9 SHEETS \ P PARS L `s --� 24" x 36" PULLBOX 1 WITH TRAFFIC RATED xe E012845 COVER I ELEL I I I 09-28-2012 1P66TEAEXXFC6TFAEO POPE'. '6N61XFfA PLANS APPXOVLL 9L1E 1"C -TRANSMITTER CABLE I LFYICred rt'P r: CTY OF BAKEFSFIE LD 1 1600 1 , N AVENUE BAKERSFIELDCALIFORNIA 93301 • �, X3/4"C-2#14 I Pre Pa -.d by: I � I 1 a=M I I I iTO UTILITY PAD EE -2 MOUNTED %FMR T ®I C� 1 Ee q° CO N- NOTES: 10 �1"C-#1 GND. �1 TERMINAL JUNCTION BOXES SHALL BE CLASS $ I I, DIV 2, WITH BOLTED DOOR & TERMINAL BLOCKS INSIDE. SEE SHEET NO. EE -3 FOR `o I I "MSB -i" TJ" DIMENSIONS. 1 b]—STANDBY POWER I I P RECEPTACLEi WET WELL IS HAZARDOUS AREA C SyI I i d (SPR) CLASSIFICATION CLASS I, DIV. 2. _- CONDUIT IN ALL CONDUI 0 0- o - -� -� ❑ ENTERINGSAND EXITING SPUMP STATION WET MCC -1 (� ® SUPPORT POWER/CONTROL CABLE FROM 1� SUPPORT CHAIN SHOWN IN MECHANICAL r p4 �R I DRAWING. --PANEL °TP" II ❑S PUMP PULLING POWER/CONTROL CABLE L TIE SHALHE TIEDL H E NYLON TYPE WITH STRAIN RELIEF. € 1I 1 1 © ALL LT R PL S TO ELECTRICAL ROOMMALLBEVCCOAWELL RIGID STEEL. el MOUNT WHERE ACCESSIBLE FROM PLATFORM. e 1 -- I ❑e POWER CABLE SUPPORT PER DETAIL 3/M7. �\ P1 I \ -L nr #4/0 BL IN Q 51Z60wc. EE -3 FOR CONDUIT & CONDUCTOR FOUNDATION, ry I\-- 3"C-4#12, I BOTTOM 10 FLOAT SWITCHES FSI & FS2 /9 o __ �� b tt12 GND, I 11 LEVEL TRANSMITTED. `�- -- - 8" x 8' 4'D NEMA 4X CLASS I, DIV. 2 1"C- --- -- -- PO- I JUNCTIONBOX WITH HINGED DOOR AND TRANSMITTER TERMINAL BLOCKS. CABLE PROVIDE WARNING SIGN THAT READS "WARNING I"C-11#14 #q/0 BC ( 13 THESE SWITCHES WILL START AND ETCH PUMPS _ x14 GNI ELECTRICAL AND ARE INTENDED FOR TESTING PURPOSES. INDICATIN ROOM ISI PUMPS MAY STILL START AUTOMATICALLY OR LIGHTSMANUALLY REMOTELY EVEN IF THESE SWITCHES z IL3 IL2 `0—W—G—G -GJ—_ ARE IN. THE OFF POI SIGN SHALL g CONTAIN WHITE LETTERING ON BLACK PHENOLIC LETTER HEIGHT SHALL BE 1/4 -INCH. - B U E- SHEET TOTAL RENPRO ROAD OC PUMP PLANT a+ P. TO IAN o A. RANDALL M. RoeERTs ELECTRICAL — POWER PLAN EE -5 - WHSTS/DE PARKWAY — PHASE 6C SOC -0352W V P. TOPJIAN A. RANDALL PROJECT ENGIXEFP CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT >•"a2 DA— 3T 12.5- � I° "......HT AS BUIL CONTRACT No. 7961/kG C.C.A. DATE R.E. NAME In.. r, R.E. Signature for fin pproval of As -Built information Or EO NFGISTFAF➢ PF OXPC PLdNS PPPPOVAL ORE P repo rad for- CITY OF BAKERSFIELD BAKE TRU%TUN AVENUE BAKERSFIELO CALIFORNIA 93301 P'ap... C by: a� F1 JUNCTION BOXES SHALL BE CLASS 1. DIV. 2 "'�"°' WITH HINGED DOOR & TERMINAL BLOCKS SOC -052W INSIDE. _ TS/DE PARKWAY - PHASE BC I.y WET WELL IS HAZARDOUS AREA - CLASSIFICATION CLASS I. DN. 2. ❑5 e ie"".n 42 CONDUIT SEAL -OFF (EYS) IN ALL CONDUITS ENTERING AND EXITING PUMP STATION WET o F1 WELL. n5 48" ABOVE UPPER GRATING LEVEL. TO ANOTHER SFT OF FIVE UGHTS (3 ON NORTH & TWO OPPOSITE WALLS), SIMIIAR TO THIS LEVEL, © MOUNTED 24" BELOW UPPER GRATING LEVEL c ALL CONDUITS FROM WET WELL TO ELECTRICAL ❑T ROOM SHALL BE PVC COATED RIGID STEEL. 250V y` 24" BELOW TOP OF ROOF. #10 (IND RENPRO ROAD OC PUMP PLANT 2 BY P. TOPd1AN ° A. RANDALL M. ROBERTS "'�"°' HLECTR/CAL - LIGHT/NG PLAN O = EE -6 SOC -052W ETAILS• P. TOPJIAN A. RANO ALL PNNJECT EXVINE➢i _ TS/DE PARKWAY - PHASE BC I.y CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ie"".n 42 12.E 11 120J TO PHIL 'HE CIT NI VIA PER r� I—I 9`= 1 SIGN OFF ONTE 1---, CONnNUKRON •o IN DUAL A ON OWG. EE -3 EXPLOSION PROOF SWRCH (FACTORY SEAM) EXPLOSION P07 SWITCH (FACTORY SEAIED) IXtt09ON PROOF SWITCH (FACTORY STATED) EXPLOSION PROOF MITCH (FACTOIN SEALER) — CST j, 121 CR1 PUMP jl RUNNING u PUMP jt REMOTE SWITCH S55 ESR TDRI-1 - A H 551 D01 101 105 F2 NMP #2 REMOTE SWITCH 55E - JOOP TWO- fr A ry 552 06 02 ❑2 NMP #3 DENGUE SWITCH S9 FST TDR3-1 - H 59 10] W A F2 PUMP 14 REMOTE SWITCH 556 CONITNUATON IN ON THIS SHEET x 554 IGa Oa A 110 n PROVDE VOLTAGE AS REQUIRED r• DENCE BUILT IN LEVEL CONTROLLER 341 C52 NMP #2 RUNNING AS BUILT TOPJIAN CONTROL TRANSFORMER FI NW"T No. 9 low 100 ,Z� 09-2 B -2012-2B-2012 ENGINEER PLPNS PP OVLL OPTE 122 CR2 PUMP 11 RUNNING TIME 1MORIR CS3 q PUMP #4 kINNINC ��20VAC Si#anature for nal roval 1 IDD CRI -2 12J 123 CR3 AC NE1111 MATTER C54 120 � }Il;l( -?.-N PUMPS RUNNING STARTER 100 CR2-2 124 CR4 SI OLI RI -1 b STORIES PUMP CR3-2 125 1M1 CONTINUATOR 'u' LON N '°' MOTOR 11 IT pLl _ A ON IN OG. THS S IN OG.. A ON on THS sxFFI N DUAL A R CRd-2 100 G N "FLY POWER INLYGPNG PONT E DWG. EE -3 DWG. EE -J PUS A CR2-I 26 TM PL2 CR3-I 1 19 RA3 u PUMP jt REMOTE SWITCH S55 ESR TDRI-1 - A H 551 D01 101 105 F2 NMP #2 REMOTE SWITCH 55E - JOOP TWO- fr A ry 552 06 02 ❑2 NMP #3 DENGUE SWITCH S9 FST TDR3-1 - H 59 10] W A F2 PUMP 14 REMOTE SWITCH 556 CONITNUATON IN ON THIS SHEET x 554 IGa Oa A 110 n PROVDE VOLTAGE AS REQUIRED r• DENCE BUILT IN LEVEL CONTROLLER ANO. ME S30 PPARS 341 L. fAo NMP #2 RUNNING AS BUILT TOPJIAN CONTROL TRANSFORMER FI NW"T No. 9 low P" "T€ V—/3 - 5 GISiFAFD PPOERSIXNPL 09-2 B -2012-2B-2012 ENGINEER PLPNS PP OVLL OPTE E. NS -11E ITY OF BAKERSFIE LD PUMP 11 RUNNING TIME 1MORIR N G q PUMP #4 kINNINC ��20VAC Si#anature for nal roval 1 RLIIMPPR�2`RUN G M.IMry2Rgwolt information CRI -2 TME ANO. ME S30 PPARS 341 L. fAo TMd TOPJIAN CONTROL TRANSFORMER FI PR] RESE ylA NC GISiFAFD PPOERSIXNPL 09-2 B -2012-2B-2012 ENGINEER PLPNS PP OVLL OPTE a Pa l-edPo,-: ITY OF BAKERSFIE LD 500 TRUXTUN AVENUE 1KERSFIELO CALIFORNIA 93301 A4-WM MinA0.5 II PUMP HOUSING TH. Sw11cH� a2 5 12 n 6U _ 11S -G IK. SEHS. I 3 b N PL13 R R A,, ER ALARM 11 6 A IRIUtt PLANER PL14 MOTOR12UJAC SUPPERTEEM 12000 B A SEAL LEAKAGE IARHWG INIRINRICALLY SITTER SAFE ROA- LUAO HIGH AUFM k PUMPS 52 Olt GEMS PARI #41]0.5 133 CRS ON WITH F52 k GEF DSUPoWYR ST'ART'ER PUMP HBI LOW WnH FE MOTOR }2 131 132 �{- 134 G01 PUMP #1 RUN JUNCIbN ROX cIA6 I, CNA 2 1NCfDR 3 L _ F52 1 F51 J B02 PUMP #2 RUN SINTER �� SINTER CR5-I a 9 OL3 155 WE 003T PUMP #3 RUN SIp6TER PUMP ❑ MGTOR 83 ALARM RESET' P81 R6-1 PL16 136 -� R HIGH WRIER CC4 T PUMP #4 RUN 1 zOVAC I I 1MOTOR 4 INTRIN ICNiY BYPASS TM IT SUNDER 51,E RELAY LOAD PR2 AO • LED WATER LEVEL DENS WT #41]0.5 153 CRT J- INDICATOR xicx mw Dn 151 SORTER t 004 aro MOTOR _ PUMP PROBE 152 a D12 Al iRANWINIER CR] -1 xGH WATER u POTENTOMEIER NR 155CR6 OUARM WAGES TESTING OF NOTES: T1R1 INDICATING WATER LEVEL GR8-1 PL17 LIGHT I e 013 I �1 OPENS WHEN RESET BUTTON _ 156 -�1 157 R ORANAGE WIN IS ACTIVATED ________ HIGH LEVEL ALARM CRD -2 IU O SEE NOTE 13 ON DWG FE -5 HIGH WA1ER ALARMIRS N RyDICATING LIGHT CRB� RENFRO ROAD OC PUMP PLANT IS, P. TOPJIAN o A. RANOALL M. ROBERTS wm""°' CONTROL SCHEMATIC DIAGRAM • P. TOPJTAN A. RANOpLL PX03¢T FNP.- 50C -0352W EE -7_ WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 3q 12.5-178 CR4-1 p 128 TMd %IMP #3 RUNNING NMP #4 RUNNING PALE CONTROL TRANSFORMER FI PR] RESE ylA NC PL4 12NK F2 1MORIR q PUMP #4 kINNINC ��20VAC 1 CRI -2 AC NE1111 MATTER 120 � }Il;l( -?.-N PUMPS RUNNING STARTER CR2-2 SI OLI b STORIES PUMP CR3-2 MOTOR 11 IT _ CRd-2 100 G N "FLY POWER INLYGPNG PONT PUS A4-WM MinA0.5 II PUMP HOUSING TH. Sw11cH� a2 5 12 n 6U _ 11S -G IK. SEHS. I 3 b N PL13 R R A,, ER ALARM 11 6 A IRIUtt PLANER PL14 MOTOR12UJAC SUPPERTEEM 12000 B A SEAL LEAKAGE IARHWG INIRINRICALLY SITTER SAFE ROA- LUAO HIGH AUFM k PUMPS 52 Olt GEMS PARI #41]0.5 133 CRS ON WITH F52 k GEF DSUPoWYR ST'ART'ER PUMP HBI LOW WnH FE MOTOR }2 131 132 �{- 134 G01 PUMP #1 RUN JUNCIbN ROX cIA6 I, CNA 2 1NCfDR 3 L _ F52 1 F51 J B02 PUMP #2 RUN SINTER �� SINTER CR5-I a 9 OL3 155 WE 003T PUMP #3 RUN SIp6TER PUMP ❑ MGTOR 83 ALARM RESET' P81 R6-1 PL16 136 -� R HIGH WRIER CC4 T PUMP #4 RUN 1 zOVAC I I 1MOTOR 4 INTRIN ICNiY BYPASS TM IT SUNDER 51,E RELAY LOAD PR2 AO • LED WATER LEVEL DENS WT #41]0.5 153 CRT J- INDICATOR xicx mw Dn 151 SORTER t 004 aro MOTOR _ PUMP PROBE 152 a D12 Al iRANWINIER CR] -1 xGH WATER u POTENTOMEIER NR 155CR6 OUARM WAGES TESTING OF NOTES: T1R1 INDICATING WATER LEVEL GR8-1 PL17 LIGHT I e 013 I �1 OPENS WHEN RESET BUTTON _ 156 -�1 157 R ORANAGE WIN IS ACTIVATED ________ HIGH LEVEL ALARM CRD -2 IU O SEE NOTE 13 ON DWG FE -5 HIGH WA1ER ALARMIRS N RyDICATING LIGHT CRB� RENFRO ROAD OC PUMP PLANT IS, P. TOPJIAN o A. RANOALL M. ROBERTS wm""°' CONTROL SCHEMATIC DIAGRAM • P. TOPJTAN A. RANOpLL PX03¢T FNP.- 50C -0352W EE -7_ WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 3q 12.5-178 _ _.._- -_- ------- T Roor 3/4"C-2.12 INDICATING LIGHT ENCLOSURE STAPLE GASKET (FOR PADLOCK) WELD 3/4" HUB SLOT FOR STAPLE 3/4�C-4#12 AND LOCK \/ I— INDICATING LIGHT ENCLOSURE, MOUNTING HEIGHT 10' ABOVE FINISHED GRADE. FACING AND VISIBLE FROM ROADWAY. (GREEN) (AMBER) (RED) ELEVATION NOT TO SCALE FRAME SIZE TO SUIT LIGHTS 9.5 STUD, TOTAL 4, BOLT FRAME TO THE BUILDING 3/4" CONDUIT BODY— PLAN NOT TO SCALE INDICATING LIGHT ENCLOSURE t N.T.S. YIon N .P"ERSIGHT fl —N OF. N..E MOISTURE PROTECTION REFERENCE VOLUME TOP OF BOX AT EL = 336.95 OUTPUT SIGNAL TO TERMINAL CONTROLLER JUNCTION BOX \\ SEE EE -5 FOR CONTINUATION BEND RADIUS PER MANUFACTURER'S RECOMMENDATIONS CABLE HANGER PER MANUFACTURER'S RECOMMENDATIONS AND SPACED PER MANUFACTURER'S RECOMMENDATIONS VENTED CABLE WITH Si STRENGTH ELEMENT SSUBMERSIBLE WASTEWATER LEVEL TRANSMITTER �o REMOVABLE SINK WEIGHT ASSEMBLY SUMP INVERT LI -1-1/2" X 1-1/2" X 18" (TYP.) WELD ALL CORNERS METAL LID HINGED TO FRAME WITH FOLDED LIP 1'M C (TYPE 1) W/FS CABLES TO JUNCTION BOX BUSHING GALVANIZED L- 3" X 3" X 1/41' X 3" NO S.S. WEDGE ANCHOR BOLT x 3" LONG) (TYP. 2 PLC'S) MOUNT FSI PER DWG GP -1 FSI NPS1 GALVANIZED STEEL PIPE SCH. 40 MOUNT FS2 PER DWG GP -1 LEVEL TRANSMITTER MOUNTING DETAIL a FLOAT SWITCHES MOUNTING DETAIL (-4-') N.T.S. - N.T.S. NO. SHEETS `�4< 342 399 PAs ePARS L $ E012R45fa FLEc PEGISTfAp) PIMFESSIWV4 FHCINF£N PLANS APPPOVALAL DATE P repo red Por: CITY OF BAKERS71ELD RAVENUE BAKESFIELD CALIFORNIA 93301 P......4 b --y: R COM AS BUILT CONTRACT No. —7—Tkb lz C.C.A. DAR.F. N.^',ME R.E. Signature f r f al approval of As -Built information 12.5-178 RENPR O ROAD OC PUMP PLANT - "Y P. TOPJIAN N A. RANDALLM. flOBERTS '"'°""°' ELECTRICAL DETAILS EE -8 ETATLSY P. TOPJIAN A. RANDALL PFOJER ONSI.CA 50C -0352W WESTS/DE PARKWAY — PHASE BC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT Y ESREN" EE. — N.,E" q0 _ 42 12.5-178 R.`PT PIP'll" MOS✓RlVe La..Cl Roll., SAS .-FLABA 61DDY PART 1 - cENHNu, C - , tlesc-ar. 1E. i aufxee.nzs £en rtniaMag a .lust :irolt .A. O-A-tIVO device [ebm-szeibn autlp dad axeilast' hazard salyale, 9. smEmPral. Sabin., I. pppi o_ the .t.,. ?AAT 3 - : .,VrMfi A. _lash -LAbg1 a. Arc 111. mill. anal, identify the eo110✓1q of a mi]imaL, All re.£Pre- to dLa.a.ces .ball be to SAeuae: A. Pla.E HAowY Bounaa-y: ThAaancld At w1Nx,h Lura lava, A,ceedn IIt c.1fwP. G. Ca1N1a Wtl 41.1d¢nt energy - i.bic-ol corking Al.- (AS inebe.). o. nee rd SO. cate99y ..a F,SFA), bvo[seCive aQEipmeat (PFA) ptim- GL A,Gl,AAF, rare, Yraga. G.P¢gaiiafl alectriC¢1 '"love class. £. .tock Eeura Ewoaaii- (based - ego£maeat rated voltage). g. roarwa rvmm of waxfil. E. Face of orga.ir.r tG.t par E. -O taG a.aly.ie Ov, onata¢t ilf-lw. - e. [abeld ... cal y .4,O r A `6Y. P "wnBNSnS' Eeadei de9endr^g m xhetLCY an widest "if o , A... in 1n}ury OL Math, e .rein" in h58I aZ5M.4 E Hooker .Ee11 a15o. ,.-lane the £ollavl..: `lDACD 130 AG.A . - 4Y3 OODAL 6O." P. LaEele ¢tell ®try A £Dotes ".., IoadS `Aral. , manges is ARripmrat e¢etings o nystem coafigura rod will revaifIV& tA¢ and. Paleulatea Va]nab sx.[P:iYamett�s. 4. Cabala Shall ba 6 £H Ee IO 3 E, 9 dick.[ Gro Shall .inns GAS ladcetrial-qt 1'Ey abe.Yva-E _teq vi,I, SHMYL CSR0.2T, PROT... ..CLpHGI.ATtCa, 36.5%-1 Aa' ARC -.0 .7 ELECTRICAL STUDY SIGN OFF DATE PMT3 A. r. C Gece^rfll 1, perl- study a ictally avoilable ccgsutez s - n.C6 AS ter -a £or .SHAD.. EY %ro., rxe by (@erxtion Tec6ip_ogy, EGF., Os oryal_ 3, 8ID1T .Call be per_osmcd -A- GAN euperviaioe Of end .i9^ed OF a cegiateswd pxHzneionzl electrical angf neer. A. Frte Htudy HTxll include wpa, xeaolxa, c eM-0-tSona. ivalvatlCn pload.....ball f011OV ami,taloor 8953, R6eT. 1p8@, ani ih .daitle. Al Obtain, srfax "D _ _,NfreA darneteriavics sad dnea hem '".Tines, equilroat manuPoceti=evw tad aetviag util5xy rompavy AS agg]icabin. for, Ciicvit Stud. i. S. -I ircuix study .tall provide ..1-1...... OF, LTa -SA. .boil cLrmlt coir a A.GPd by balausea 3-phase and .4 ... Va Pauls. at each S. cs'n to. nizgl. lin. aLgrama. Sborx Ai -it .,Vd, shall ba pec£ormm roe s...AA pert A. utiiiry. P, X%Or cwizihu[ioae1. ShOr, CiNa£t ebSn SO included. suheramim _.a.'-.- a of instate way IN, asaumHa 10 ba UR ]. tialmllm.5 .Callrncilt, (FsaefPailJ, n-,Ha¢ntna nS.€t eizeu'_x int, .hor[ intim or intioP devle¢, aria At ateaucucAA Ha.,. -scut -AA., AN alroYt eIVV lG .1.a OP device lntper.l. cacti.. Cemcs eomasnatipa Dr. 1. Ovide rim. e e nraphlcnlly krUGAtin, the coOYdiWtiM "Proed £OrAS.system. [e texad CY nti¢aa1. £YF1 efaa IO4- log Sort.,umlwle cury"F, east ¢ .Eaet a c0'opla{e ticla end ege .Salla.-xina nvrax rltl. I^d idmtiivissg LLe .aeYihr panda of. Ee tea mtaelude .yetem , rO.t Farrittlar ahe. .sa ddacwpt t l P 4 mica dSdaneiYyfaawire I,, £metiaa, niandPact.:era d tlwn t racteriittae. rlvllate recmmvded d vice rap, kimu dial, p€eh vp, llol,ntaveaur, and tLoa Asia€ cactus c, 2. vale davira eto dination .xud_e. for Loth normal act staaafy pr tec[Soa aevitte, pYCLective de`E.. -ALAIN .Call optlmice prRecri¢H oI owipeza nt dna, a -E a. 'arlin,, a ..... d� SOVE AF.A.Sti-e .-o.- spen pain. to u,Aox tt pm'sctl- Mvirn., 3. _ncluda the Dolldxrng o0 the curve .Ceara, A. fll" campaay .... a.. fuss ai SFAG'...'ies, SHOP.T cRW^. 28OTECSIVB DLNSCS LW'ROSiAT3W. ANC ARC-FfA3N ftSULY o A. RANDALL M. ROBERTS A. RANDALL PRBJECT ENGIXEE 2W5RY3 8 AS BUILT CONTRACT No. ;L c-, C.C.A.DATE 343 4 R.E. NAME����/��� TOPJ xN £ AS E. Signoture f f" appro of As -Built information l/IV/F/'/E Gece^rfll 1, perl- study a ictally avoilable ccgsutez s - n.C6 AS ter -a £or .SHAD.. EY %ro., rxe by (@erxtion Tec6ip_ogy, EGF., Os oryal_ 3, 8ID1T .Call be per_osmcd -A- GAN euperviaioe Of end .i9^ed OF a cegiateswd pxHzneionzl electrical angf neer. A. Frte Htudy HTxll include wpa, xeaolxa, c eM-0-tSona. ivalvatlCn pload.....ball f011OV ami,taloor 8953, R6eT. 1p8@, ani ih .daitle. Al Obtain, srfax "D _ _,NfreA darneteriavics sad dnea hem '".Tines, equilroat manuPoceti=evw tad aetviag util5xy rompavy AS agg]icabin. for, Ciicvit Stud. i. S. -I ircuix study .tall provide ..1-1...... OF, LTa -SA. .boil cLrmlt coir a A.GPd by balausea 3-phase and .4 ... Va Pauls. at each S. cs'n to. nizgl. lin. aLgrama. Sborx Ai -it .,Vd, shall ba pec£ormm roe s...AA pert A. utiiiry. P, X%Or cwizihu[ioae1. ShOr, CiNa£t ebSn SO included. suheramim _.a.'-.- a of instate way IN, asaumHa 10 ba UR ]. tialmllm.5 .Callrncilt, (FsaefPailJ, n-,Ha¢ntna nS.€t eizeu'_x int, .hor[ intim or intioP devle¢, aria At ateaucucAA Ha.,. -scut -AA., AN alroYt eIVV lG .1.a OP device lntper.l. cacti.. Cemcs eomasnatipa Dr. 1. Ovide rim. e e nraphlcnlly krUGAtin, the coOYdiWtiM "Proed £OrAS.system. [e texad CY nti¢aa1. £YF1 efaa IO4- log Sort.,umlwle cury"F, east ¢ .Eaet a c0'opla{e ticla end ege .Salla.-xina nvrax rltl. I^d idmtiivissg LLe .aeYihr panda of. Ee tea mtaelude .yetem , rO.t Farrittlar ahe. .sa ddacwpt t l P 4 mica dSdaneiYyfaawire I,, £metiaa, niandPact.:era d tlwn t racteriittae. rlvllate recmmvded d vice rap, kimu dial, p€eh vp, llol,ntaveaur, and tLoa Asia€ cactus c, 2. vale davira eto dination .xud_e. for Loth normal act staaafy pr tec[Soa aevitte, pYCLective de`E.. -ALAIN .Call optlmice prRecri¢H oI owipeza nt dna, a -E a. 'arlin,, a ..... d� SOVE AF.A.Sti-e .-o.- spen pain. to u,Aox tt pm'sctl- Mvirn., 3. _ncluda the Dolldxrng o0 the curve .Ceara, A. fll" campaay .... a.. fuss ai SFAG'...'ies, SHOP.T cRW^. 28OTECSIVB DLNSCS LW'ROSiAT3W. ANC ARC-FfA3N ftSULY o A. RANDALL M. ROBERTS A. RANDALL PRBJECT ENGIXEE 2W5RY3 R, ---- d For: CITYOE BAKERSFIELD 1600 TRU XTUN AVENUE . NOTE. BAKERSFI ELO CALIFORNIA 93301 "RACTOR TO PROVIDE A SHORT CIRCUIT Pae pa.aC by: PROTECTIVE DEVICE COORDINATE STUDY ARC FLASH HAZARD ANALYSIS AS SHOWN HIS PLAN SHEET. A. Yedtrt-.o .9. equipment -1-1 and Duce eAAAASYeri-OAS A. Nolo_- pmAAA,iAn aevicm for all A.Poxa lde ho-STAvez AT. SnrgmY, N, Trip device cNar.00all.li.. of law-voltng¢ A,GRANant mem protective devices. ..I. syatw8 0e1ar 490 VolA6 A. Perci... L .scot a16 ..or cWmRarisCn. A. CR-A-Arlsti- o£ other .,S. load protectivm devices. g. Saw SFV -f. Dull load O -o and 135a, 3301, AM, or 0,, Dull land au£ranca A .,'Umbar to SIS, aa_,G d VS -F,, and mndazy Protectiae .-Pic., Or ald"ron, GAIN Eranato valP.ALtiag D.-Att eIW ea6I Suis€sitar richst055d paraaetera. A- Inciutle all edjuatable ."ArinS 4Souc1 fault Proractive Mvice., TA,,Njun. davxc icn caaraccariarVA eat a Point reflectiog tat ayAAA Fical £Galt cn s .os. Jur EmII tdr.Viags. C-0 I,... ..GAS. A_ au I. iiamrseting device abalY swap,€ vitt IA,_.I,SUO. S. ASgF.tigYt prMo-LAS dovlcea Ur, could Dot be G.L-,.d ane 'I. racoam®da[1.®. S. Adjmx protectivs devise ..Longe in aocatalt- rit6 ..Hata ertebliabad by ASS Alt., p. Att-Mash Aaaar3 Analysis and .gii .ant LxbCliN( Peiferm nn .last hacatd amlyaia in cawplianue VItI, UP, Satest kairi- rot HRPA SOLS 11a.DM U) lot AEG a190LTind1 equilmeAt In ..,orlon-, wi b APARS4 x b .1 PGRA G. Dna: 288E ]S8a'.So iSYGY15, I- 'Rte a - i-aet_ Mct_oA ,round-dra, SN£iSed in A_unle "..Jin1 OR an "GIF link a a &SA -w f..spaced .bve parts -"I, NKIIL A F.I.- dduld .diva a Ao6d.'de¢ica-painif an e1xcCYtoai _c cm.h :ram I. d-aY. - . O_ NNS, PP8 -6 exotoAtive Afort Eg -SAGAII, ..aa: on Sho inni6anr tsgy jttxnaat at 11. ling-distmcc fox Goa a.kO he ,ri£ornad, ON 2aesribed ire 1de 13A 3tifl} Rod AYttc a 130.3 A. SAiloolto ia, pA..I Yaa8 foloarrial AGotro'- pmel:s,. .taad-a3pnc NARD, dxy yp t .... Or. No-ra I. Ca.t .11 aAS '..wider vitt ars flx h Inc s; Torah S.11 1.. prod -der £a- D .m:Sun'.1 mitt .."N, , and 2EEor CO1SAFAi NAGA , ko.lio.lf .. 1. AoA,,r. u. ill Savo Eh i't, to V.S.Aaa aval Yt_ml € Y p rA Of We masainnt_on m3 a c fla.Eamlgd'eLy to ISTFAIrsi,AA, ooiPPL-ti- - 10 reduce etc Rea;'l ctak cote.'.}, I S.. SHORT C*RCVPS, 9RORM'SNS ONSCC COOR4ERTSOa. 36t9Ti-3 ANOARC-PLASS STVS' REMPR O ROAD OC PUMP PLANT ELECTRICAL STUDY EE -9 WHSTSIDH PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I-41 .._ -42 12.5-178 8 NO.T SNEI po(E5 (v p eC(f .�9 343 4 PARS L TOPJ xN m. E012R45 na9/30/1 ELEC IL.B� aA4 [uSiN�p l/IV/F/'/E 9VOL 2 -VOLE XE6RlERm PPGFESSIGXIL ENGINEER PLANS APPROVAL DATE R, ---- d For: CITYOE BAKERSFIELD 1600 TRU XTUN AVENUE . NOTE. BAKERSFI ELO CALIFORNIA 93301 "RACTOR TO PROVIDE A SHORT CIRCUIT Pae pa.aC by: PROTECTIVE DEVICE COORDINATE STUDY ARC FLASH HAZARD ANALYSIS AS SHOWN HIS PLAN SHEET. A. Yedtrt-.o .9. equipment -1-1 and Duce eAAAASYeri-OAS A. Nolo_- pmAAA,iAn aevicm for all A.Poxa lde ho-STAvez AT. SnrgmY, N, Trip device cNar.00all.li.. of law-voltng¢ A,GRANant mem protective devices. ..I. syatw8 0e1ar 490 VolA6 A. Perci... L .scot a16 ..or cWmRarisCn. A. CR-A-Arlsti- o£ other .,S. load protectivm devices. g. Saw SFV -f. Dull load O -o and 135a, 3301, AM, or 0,, Dull land au£ranca A .,'Umbar to SIS, aa_,G d VS -F,, and mndazy Protectiae .-Pic., Or ald"ron, GAIN Eranato valP.ALtiag D.-Att eIW ea6I Suis€sitar richst055d paraaetera. A- Inciutle all edjuatable ."ArinS 4Souc1 fault Proractive Mvice., TA,,Njun. davxc icn caaraccariarVA eat a Point reflectiog tat ayAAA Fical £Galt cn s .os. Jur EmII tdr.Viags. C-0 I,... ..GAS. A_ au I. iiamrseting device abalY swap,€ vitt IA,_.I,SUO. S. ASgF.tigYt prMo-LAS dovlcea Ur, could Dot be G.L-,.d ane 'I. racoam®da[1.®. S. Adjmx protectivs devise ..Longe in aocatalt- rit6 ..Hata ertebliabad by ASS Alt., p. Att-Mash Aaaar3 Analysis and .gii .ant LxbCliN( Peiferm nn .last hacatd amlyaia in cawplianue VItI, UP, Satest kairi- rot HRPA SOLS 11a.DM U) lot AEG a190LTind1 equilmeAt In ..,orlon-, wi b APARS4 x b .1 PGRA G. Dna: 288E ]S8a'.So iSYGY15, I- 'Rte a - i-aet_ Mct_oA ,round-dra, SN£iSed in A_unle "..Jin1 OR an "GIF link a a &SA -w f..spaced .bve parts -"I, NKIIL A F.I.- dduld .diva a Ao6d.'de¢ica-painif an e1xcCYtoai _c cm.h :ram I. d-aY. - . O_ NNS, PP8 -6 exotoAtive Afort Eg -SAGAII, ..aa: on Sho inni6anr tsgy jttxnaat at 11. ling-distmcc fox Goa a.kO he ,ri£ornad, ON 2aesribed ire 1de 13A 3tifl} Rod AYttc a 130.3 A. SAiloolto ia, pA..I Yaa8 foloarrial AGotro'- pmel:s,. .taad-a3pnc NARD, dxy yp t .... Or. No-ra I. Ca.t .11 aAS '..wider vitt ars flx h Inc s; Torah S.11 1.. prod -der £a- D .m:Sun'.1 mitt .."N, , and 2EEor CO1SAFAi NAGA , ko.lio.lf .. 1. AoA,,r. u. ill Savo Eh i't, to V.S.Aaa aval Yt_ml € Y p rA Of We masainnt_on m3 a c fla.Eamlgd'eLy to ISTFAIrsi,AA, ooiPPL-ti- - 10 reduce etc Rea;'l ctak cote.'.}, I S.. SHORT C*RCVPS, 9RORM'SNS ONSCC COOR4ERTSOa. 36t9Ti-3 ANOARC-PLASS STVS' REMPR O ROAD OC PUMP PLANT ELECTRICAL STUDY EE -9 WHSTSIDH PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I-41 .._ -42 12.5-178 18" solid lid Elev 343.00 Retention Probe Well, 18" concrete pipe basin Probe fitting Probe brocket� Level probe 6" length- - alcrm only HWL 341.00 n = Level probe 12" length - ground Install g'do. i"a steel hinged rodent grate. 3/4 " Mas opening PROBE WELL DETAIL N.T.S. Inlet to probe well. 8" CSP conforming to AASHTO Ml Type I. Slope to drain Note, Level probe to function as high level alarm far drainage Mein. Alarm shallnet affect operation of pumps. Grant fill bottam of c ncRte pipe, slope to drain Class "A" c ncrete base with 3 We each way Maintenance rood SHE Wa epO fOM1.Q J<9 30 P AN IEL 5. F+ m C ONOUIST „°72/31/1 °r, �crva QIP✓ �� 09-2 Y2o12 PEGISiEAEO PP41- LL ENGIXEEP SCFI ST �i PPOV4 pAIE Pf-a polred Fol-: CITY OF BAKERSFIELD 1600 TRINUUE BAKE RSFIELD AVENUE CALIFORNIA 93301 Preparedww bb,: MEMM AS BUILT CONTRACT No. %9 Lt )AZ G C.C.A. DATE /.�- �dl.S R.E. NAME% ( 1 ,P- R. E. Signatur o final approval of As -Built information RCNFRO ROAD OC PUMP PLANT BY U. CRONaulsT ° M. Ro6ERTs M. ROBERTS "�"°' RETENTION BASIN PROBE WELL N-/ 5OC-0352W O. CRONOOIST ° M. fl06ERT5 PROJECT ENGINEER WESTS/DE PARKWAY — PHASE BC °,".f.fee .—E e. o. cfloeomsT ° M. ROBERTS °'°PEeP"° ""'"f° °`°"'"° .m,� .,a ...nom`"." CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 42 , 4 12.5-178