Laserfiche WebLink
Const. <br /> R/W I GENERAL NOTES <br /> 30' 3' 27' 1 . Existing drainage facilities and curb, gutter and sidewalk shall <br /> I <br /> remain in place unless otherwise noted on the plans. <br /> Conform2. At locations where the Asphalt Concrete Dike connects to the <br /> Conform existing curb and gutter a 10'± transition area shall be <br /> Iconstructed so that the height and face of dike will conform <br /> 1 1 /2% to 3% 1 1 /2% to 3% <br /> � \ to the concrete curb. <br /> *• • • •• Y • * • ...• % 3. Asphalt Concrete shall be spread and compacted in 3 layers <br /> ` .."^:'.!",....,.X:::::.T6...::".........:..G-.....'.'L'a:.... ..... ........i t�: .... C:::Sx C'l^Z':Lt'.!"'.::. M: % .... ' <br /> . with thicknesses as noted below: <br /> 0.65' Asphalt Concrete Top Layer = 0. 15' <br /> Existing Curb Gutter _ _ _ I (See Note 3) Next Lower Layer = 0. 15' <br /> & Sidewalk (Typ.T — — i --- — -- Bottom Layer = 0.35' <br /> 4. Class 2 Aggregate Base shall only be placed between <br /> 0.35' Class 2 Aggregate Base Sta. 16+00 and Sta. 19+00. <br /> (See Note 4) <br /> 1.5' Class 2 Aggregate Base Wifh Rein forcing Fabric Liner £ C.C,O, # 'Z` OvereycaJation glue #0 5. Existing Asphalt Concrete shall be neatly saw cut all <br /> unstable Sub rade conform points. <br /> TYPICAL SECTION g with var�in� widtipg and �CnythS. Approximate. (im'►ts <br /> Of OVerexca►Vafion are s own on Pians. <br /> With Existing Curb, Gutter and Sidewalk <br /> Const. <br /> Const. <br /> R/W <br /> R/W 27' <br /> �3 27 17' 6' 1 3' <br /> I 1.0 17' 1 1 4 I I <br /> A.C. Gutter — <br /> 0.50' i Conform <br /> A.C. Dike Conform <br /> 2 1 27 <br /> Va r. <br /> ....... ...... <br /> .::...�,,:::. • : ::: <br /> .........:::.::.:......... <br /> ... .. ........yy:.::. .... .. ....::.�y44:. ... <br /> ....::::.. ...::N'... <br /> I 0.65' Asphalt Concrete 0.53' A.C. I 0.65' Asphalt Concrete <br /> (See Note 3) (Edge Thickness) (See Note 3) <br /> IP.C.C. Curb, Gutter and <br /> Sidewalk. Refer to Sheet No. 7, <br /> 0.35' Class 2 Aggregate Base 0.35' Class 2 Aggregate Base for Details <br /> (See Note 4) (See Note 4) <br /> TYPICAL HALF SECTION TYPICAL HALF SECTION <br /> Without Curb, Gutter & Sidewalk With New Curb, Gutter and Sidewalk <br /> RECORD DRAWING <br /> corrections By . <br /> f' No Changes E y <br /> o Date 9z _ z <br /> Any Person sing This Drawing ShoW VoOy W <br /> All Information By Inspecting The Site Of", Z <br /> N <br /> Z J <br /> N DRAWN BY DATE <br /> � /s�9i PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEEATOTAL Of 7,;19� ���� o ,/8�q� �l9 NTY OF SAN JOAQUIN No Scale TYPICAL SECTION PROJECT WISCONSIN AVENUE RECONSTRUCTION Na.� Michigan Avenue to Princeton Avenue 2m <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> D:\wisconsi\sheet2 <br /> Wm b%4 <br />