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'ON 133HS 83MV80 13' 32' 1 14' 22'-0' Culvert 24'-0" A.C. Driveway Proposed Edge of Pavement A.C. Driveway Grade to drain Grade to drain Canal Grade Exist, Canal Grade Rock Slope Protection ` s — -- -- �\ I �� ° 000 00 ---- ----- -_ _ - - _ - _ - = Q I -- _ - - - - - -__ - ----- -- Exist. Imgotan I Oo° in Structure to Remains I II I 0000 `Access - -------- - - - - --___--- ° - - Road - - _ - - - -__ - ____ _____________ Roa� i °0000 0°0°0°0 0 0 I I) I o o° °°° �1 11� 0 co _ _ _ - _ - - - _ - I I - - - ------- - --- - - u_in-ui-ni 0 000000 o I II --1 0000000 o M N Exist. TO Exist. Irrigation - - __ ____ ___- - - _____ $et J. GOUnty finished 0 °0000°0° 0 0 0 0 0 0 0 0 0 0 0 0 C ° P 9 - - - - - - - - - I I - - - - _ - - - - - - Benchmark on NW Corner of Bank Structure t0 =____ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° - - - - - of new Alin wall Exist, T �O o- e 1 1=1I1=ll1- fefrWin _ _ _ _ _ _ I ___ 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 1=III=III=11111 "O - _ _ --- _-_- --_T- -_ _ _ _ — — — ;of Bank o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 Sta. 189+24 _ _ _ 1 Place (2) 6'x6' - - - O O 0 ;' _ - O O O O O Precast CB culvert - 6 0 O O 0 O \ ; X111 ll� LFII- 111=111 111 1�T111 u�1 11 1 111 1�ll 111=Lu W-ll1=ll L 1�1= -11-Ill-L-ll �1-ll1- t / —III—I l t III—III—I I I� III—III=1I LI —III—IIL—III L—I LI =11I=11I� 1I L—I I=111=111 J H =1 IJ IJ —I H " 0000 000 �� (114 LF, Total) I i 0000000 - - — — — — '� ;; 0 0 0 0 0 0 0 / 0 0 0 0 0 0 0 0 14'_g" 6'-8" 5'-6" 4'-6" 0 0 0 0 0 0 0 0 / 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0_ U 00000000 I Sta, 189124 0000000 In 46'-0" 0000000 R & D24L.F, / 0000000 IIII. 00000000 I Conc, Double I / 30000000 Construct P.C,C, Wingwall with Step Footings CL `_-- 8 II Q Q 0 0 0 It Box Culvert 0000000C -1_ - - M °D 0000000' � �0b� 0 n 0000000 — — — — — 0000000 �r SECTION G—G ~' °0000 0° ISI 11 � °00000° 00000000 — — ' — — 0000000 (SOUTH END) ° 000000 — — — — 0 ° 00000 ;� Scale: 1 "=5' I c / � 3 F 00000000 / 0000000 0000000 �/ I `� � 0000000 Rock Slope 00000000 / _ t � 0000 000 Pe U Protection 0 0 0 O Q 9 t� U Protection 8QQ000 �OO0000 / \ 000000 - - a 23 -2 22 -6 CIS 00000000 / ( 0000000 " Culvert 000000 ° i ° 000000 00000000 i \� 0 0 000 0 0 00 N Vor. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c Excavahtion and Backfill ulvert Exist. Canal Grade Var. c 0 0 0 0 0 0 0 / R do D Exist. Conc. Wingwalls \ It 0 0 0 0 0 0 0 Conal Grade 00 - _ - ap =- __- _ - - ---- \\ z� o - -- _ _ - - Exist Top of Bank \\\ �,� n } _ -- -- Constj _ _ Exist. Top - - - - - - - - - - - _- -- - -- - _ -- u - _ - - - / _ - - - - - - - - u \ '` \� - L 00 of Bank - - 00 - -_ = I (� - - R ao i I iy (� Access `Access - - - _ = aad, \�\� % / / Road =-- _ - - - -III=ll1= X11- \ J 1=lllll�1=1 - _- - - _ I - - - ------ -- . LJILlL-1 11J1 — — — _ �1 0 \ 4 3" Min. 'r Q I 111=1ll�1 !ll ll�T=11_ -ll=ll= _W_ W_ 11 �I�ILIJ�I ={ L—IlLllh �1=11Lu1� �I lu=1l_u� �IL1-111=111 13' I 22' _ 14' 4'-6" 5'-6" 5'-10" 14'-8" 5'-6" 5'-2" 4'-6- A.C. Driveway -Existing Edge of Pavement A.C. Driveway 45'-8" Grade to drain Grade to drain Construct Concrete Wingwall with Step Footings PLAN SOUTH MAIN CANAL SECTION H—H Scale: l"=10' (NORTH END) Scale: 1 "=5' Const. 29'-0" 30'-0" 8'-0" 4'-0" 32'-0" 4'-0" 9'-0" Note: G Select Native houlder Proposed Edge of Pavement houlder Select Native The South Main Canal is subject to storm drainage flows up to 120 CFS Backing Backing L 1 between November 1st and February 28th. R do D Exist. Conc. Wingwall H Culvert Wingwall The Contractor shall design, install, maintain, and remove facilities capable Exist. Top of Bank Culvert Wingwall 0.25' A.C. Overlay Top of Wall Exist, Top of Bank of handling these storm drainage flows as required during construction. 0 0 = 37.40' Full compensation for said facilities shall be included in the various items •I 0.50' A.C. I �HWL-36.5'± (MSL) (A,C. Mises Areas) r� r HWL-36.5'1 (MSL) related to construction of Minor Structure No. W 171 . --------- --- --- -- -- ---------- ----- -- r� r� ----� --------- --- - ----------------- = 00 = Exist. Canal Grade -• N Exist. Canal Grade Rock Slope Protection I I Canal Grade I 1 Rock Slope Protection Canal Grade Culvert Invert I o l = 28.73' Z0 11 ——— ————— ————— ---- - --- ---- ---- - - ---- ----- S = Level o ° ° ° ° ° ° ° ° ° ° ° = = 11) I1=11 T � 1= STI= _ =11I� —I - I�11— = I l =1I iTl „111 1_l III Il_� T 1 -1 III �I I I—I I1-1I �T-_ —I I1T��—,I I1= °° ° ° ° ° ° ° O °° ° ° ° ° ' I—u F—u —n�ti I—I F—I a—n _I 1—n—I I-1 I—I I—I n—n —I n 1-11—I - -u —I III III — - -III I— 1—III— —I ° ° ° ° ° ° O I--I h—III—I —I III 11 III—III—I 3' Sand Bedding Excavate unsuitable material as Wingwall Footing per Sheet 6 required to establish firm bedding Backfill with Class 2 Aggregate Base 14'-0" Wingwall Footing 14'-0" 25'-0" R do D 26 L.F. Exist. Box Culvert 24'-0" Minor Structure No. W171 Regraded Canal H Regraded Conal Plans Approved by Woodbridge Irrigation District SECTION F—F Scale: 1 "=5' by , DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SOUTH MAIN CANAL ARMSTRONG ROAD IMPROVEMENTS SHEETfSHEETS TAL �mcent � 04ow COUNTY OF SAN JOAQUIN SCALE AS NOTED N0.7?/ d4Aad ll 8�tb IMPROVEMENTS (Lower Sacramento Road to West Lane) 6 FILE NAME DRAWER SHEET N0. A REVISIONS DATE E:\Projects\2006\Armstrong.Rd Improvements\Plans\Armstrong All.dwg