M590 - M778 - Laserfiche WebLink

Home Browse Search

(1) E 1-- CD Cn M -No Metal Bicycle Railing, on Conc Barrier Type 80SW FG IJI Abut 1 Datum Elev 50.00 32+00 "M" 32+31,79, 22.00' Lt > Start Concrete Barrier Type 80A (Mod) EP� ;-(E) Toe of slope Sidewalk transition, see "Road Plans" (E) Top of slope MGS U, C- /� Cn ME ME C— V) 301-61t Exp A 108'-6" Frame 1 li 2 Spans @ 39'-0"= 78'-0" Moo 32+50.54, 22.00' Lt End Concrete Barrier Type 80A (Mod) Start Concrete Barrier Type 80SW BB "Moo 32+50.54 Elev 99.99. BB Crown Line "M" 32+50.54, 18.00' Rt Elev 100.35 33+ 00 Downs pout Exp Jt 1138'--3" Measured along "Moo Line 351'—.0" Frame 2 9 Spans @ 39'-0" — 351'-0" E F---- . ......... . .... . . .... ... . ...... Approx Deck Drain OG=FG see Note I @ Rt EOD H 1.1 Bent Bent Bent Bent Bent. 6 7 8 9 10 ELEVATION 1 to — 2 0' "M" 33+62.87f 17-00' Lt Deck —Drain, Type D-1 (Mod) "M" Line — � Exist Bridge.(Approx) — Crown Line Bent 6 354-00 36+00 Exp Jt 343'—L to can Frame 3 39'-0" 0 Spar 13 a_ Ljj Downspout, 1--- U see Note 1— :D cr cn Ll U) Bent Bent Bent Q; 11 12 13 C I 37+00 Limits of 0 0 0 Ground Improvement & "M" 34+72.37$ 17-00' Lt Moo 35+89.37, 17.00' Lt Deck Drain, Type D— 1 (Mod) Deck Drain, Type D--1 (Mod) -(D "M" 37+13.87, 1 7.001-t C- R/W Deck Drain, Type D— 1 (Mod) C, Downspout 1 0 7' 8 Drain Pipe 8" Drain Pipe-,—�� z 35+00 1 1 1 36+00 1 37+00 5 N00*2244"W Cl- LrYAJ Exp Jt I Cl) Q) 8" Drain Pipe (n (-8" Drain Pipe Bents, Typ 6 Downspout a6 Bent 7 Bent 8 Bent 9 Bert 10 Bert 11 Bent 12 0 Bent 13 "Moo 34+72.37, 53.00' Rt / it if ,M Deck Drain, Type D-1 (Mod) ' 35+89.37, 53.00' Rt Moo 37+13.87, 53.00' Rt Deck Drain, Type D-1 (Mod) Deck Drain, Type D-1 (Mod) LEGEND: removed, see "Road Plans" NOTES: McHanry Ave Co"idor 1"Wromarmarot Piapd OVA AS -BUILT Point "Bridge No. 38C-0344" 1. For deck drain details and drainage pipe details, see "DECK Resident Enginear - M&.91clo Rivors, P.E. Point "McHenry Ave Bridge over Stanislaus River" DRAINAGE DETAILS — SPANS 1-21" sheet. Struchn RepreseraWe - DrM Franco, P.E. R/W Revoworm By r j'±LJurw 11, 2MI Point "Bent No. XX" on column at each bent location at 5' above FG 2. For Typical Section, see "STRUCTURE PLAN NO. 2" sheet. Indicates Low Structure Elevation 97.95 Feet 3. For barrier modifications at sidewalk transition, see "ABUTME-NT DETAILS No. 2" sheet C5jIndicates 200 Yr Event Flood Water Elevation 83.8 Feet Downspout 2:1 M33+62.87, 53.00 Rt Bent 2 Bent 3 Bent 5 of M to 321-50.54, 53.00' Rt Bent 4 "" End Concrete Barrier Type 80A Deck Drain, Type D-1 (Mod) Start Concrete Barrier T qz Rn I Op OT slope Mbb It Moo 32+31.79, 53.00' Rt I Toe of slope Start Concrete Barrier Type 80A Existing fence to be C14 NOTE: a THE CONTRACTOR SHALL VERIFY ALL. CONTROLLING FIELD 0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SURVEY REVISION DESCRIPTION BY DATE 0 DATUM: C- C- 0-0 0 0 A C- A to -1j ,- 0 FfLE Nov C3� rLAN 1 of — 20' Existing Structure -77-- Water Surface SCALE PREPARED BY DATE SAN JOAQUIN COUNTY PUBLIC WORKS .0 HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 �COM 26- 4 ' VERTICAL: J. FREKING 09-29-16 DESIGNED: ORIN BROWN J'� 0 1 2 AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS No. C48859 CHECKED. N. CALDERONE 09-29-16 2020 L Street, Suite 300 Exp. 09-30-18 INCHES Sacramento, CA 95811 E OVER STANISLAUS RIVER (REPLACE) 0 10 20 30 40 50 APPROVED: 0. BROWN 09-29-16 T 916.414.5800 F 916.414.1557 McHENRY AVE BRIDGE 1k CIVIL of CA i ID MILLIMETERS F O R STRUCTURE PLAN NO. 1 DRAWING S--103 0 F S-153 SH EET 107 c>fr 176