Laserfiche WebLink
'ON 133HS 83MV80 <br /> 17'-8" <br /> 14' 32' 14' 9'-8" 8'-0" <br /> A.C. Driveway Proposed Edge of Pavement A.C. Driveway <br /> Grade to drain Grade to drain <br /> �.. Exist. Canal Select Native <br /> Grade or Structure Exist. Top <br /> ,..' Backfill of Bank <br /> Q <br /> O <br /> Construct P,C.C, <br /> Wingwall Type 1A Sta. 145+84 \� <br /> per SP 83-9 R & D 32 L.F. 36" Dia, -___- - - - - - - ---------- - - - II <br /> p (Both sides) I I r 83 <br /> tailed <br /> - - - - - - - Exist Conc. Pipe <br /> - - - - - - - - .,;;,.. .:;;;?,.:.� .::.:..:, •:. .� Type to per SP 3 <br /> _ _ _ _ _ _ _ _ _ _ ___ -_______ o o with Wall Opening detailed <br /> Sta. 145+84 (30 Lt.) (�ccess <br /> __ — I per SP B3-9 <br /> Place 60 L.F. 36" Dia. A <br /> Exist Fence with `Access - - R.C.P. Cl.. IV -_ --- Road Structure Backfill <br /> Gates to remain Road _ <br /> Set SA, Countyfinished--- ----- ----- --- <br /> Conform at Exist. <br /> Benchmark on NW Corner P ( yP.) " 3 <br /> To of bank T <br /> of new Wingwall i? <br /> v <br /> O.D. <br /> -- 102 I - _ O.D.+20" <br /> �C A <br /> SECTION 8- 13 <br /> R & D Exist. Conc. Wingwall � - --�- -- <br /> (SOUTH END) <br /> 20' 30' i1 30' 26' Scale: 1 "=5' <br /> ------ _dc_Qjxist. Canal Lining R & D Exist, Canal Lining <br /> Place 4" thick -Lining _ _ _ _ _ - - _ _ I I Place 4" thick P.C.C. Lining <br /> `Access --- - ---- - ---- - <br /> I7'-0" 7'-2" <br /> ---------------- - - - _ Const <br /> (' � Exist. Conal Select Native <br /> - -_ Grade or Structure <br /> ---_-_-__- 0 Backfill <br /> -_-_ -o" ---- --- -----------_-_---- <br /> N I SID b63per <br /> Optional - <br /> Cold Joint <br /> Construct P.C,C. Wingwall <br /> Type to per SP 63-3 <br /> off = o o _ _ C' with Wall Opening detailed <br /> 14' <br /> #4 A 1 I - 3 ! per SP 63-9 <br /> w = 1 <br /> O.C. EW U <br /> A.C. Driveway I Structure Backfill <br /> Grade to drain 22' _ <br /> I -Existing Edge of Poven <br /> w <br /> 000 <br /> I w3 <br /> PLANU <br /> WILKERSON LATERAL CANAL SECTION D - D o.D. <br /> Scale: 1"=10' Scale: 1 "=4' o.D.+20" 6Dw-- <br /> SECTION C-C <br /> (NORTH END) <br /> B CONST. C Scale: 1 "=5' <br /> 20'-0" 10'-0" 4'-0" 32'-0" 4'-0" 101-0" 26'-0" <br /> R & D Existing Canal Lining. Shoulder- Proposed Edge of Pavement houlder R & D Existing Canal Lining. <br /> Paved 4" thick P.C.C. Lining Construct P.C.C. Backing Backing Paved 4" thick P.C.C. Lining Exist. Conal <br /> Wingwall Type 1A <br /> E Top of Wall Per SP 63-3 (Typ•) Top of Wall - <br /> = 32,11' 0.25' A:C. Overlay I = 32.11' E Existing Top of Bank <br /> Exist. Top <br /> of Bank 1 0.50 A.C. Select Native \�Lining Thick P.C.C. <br /> is <br /> r---- (A.C. Misc. Areas) or Structure ----' — — — — — — — — — — — — — — — — — — — — _ _- - - - - - - - - - I BackfillCanal Grade Existing Canal Existing Canal Canal Grade <br /> Grade I Grade <br /> I I I <br /> Invert =23.61' I I j j Invert =23.61' L <br /> I I I <br /> �I I S = Level <br /> Top of Footing L__ _ J `L___� Top of Footing SECTION E-E <br /> E = 21.78 = 21,78 <br /> ,� E Scale: 1 "=5' <br /> w R & D32L.F. w <br /> I <br /> 00 = R & D Exist. 36" Dia, Conc. Pipe LR & D Exist. ci 00 <br /> ci 3 Conc. Wingwall Place 60 L.F. Conc. Wingwall 3 <br /> 36 Dia. RCP (Cl, IV) <br /> 6'-3" 6'-3" <br /> JB C <br /> SECTION A-A <br /> Scale: 1 "=5' Plans Approved by Woodbridge Irrigation District <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE WILKERSON LATERAL CANAL HRMSTRONG ROAD IMPROVEMENTS SHEET TOTAL <br /> Q t � ��CW / COUNTY 0 F SAN J OAQ U I N SCALE AS NOTED NO. SHEETS <br /> �W�� � 717106 71;6106 AVW(JO' ale IMPROVEMENTS (Lower Sacramento Road to West Lane) 5 q <br /> FILE NAME DRAWER SHEET N0. AD REVISIONS DATE <br /> 4_7E:\Projects\2006\Armstron9.Rd Improvements\Plans\Armstrong All.dwg <br />