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SP5077 - SP5085
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Last modified
8/22/2023 4:27:12 PM
Creation date
8/22/2023 4:24:40 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Brandt Road Resurfacing
Limits
Jack Tone Road to 1,300' west of Linn Road
Year
2012
Project Engineer
L. Aguilar
Roads Worked
Brandt Rd.
Red Lines
No
Supplemental fields
Cross Ref
SP5077 - SP5085
DocCategory
Improvement Plans
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Sta 94+19 Brandt Road <br />Sta 10+00 Bowser Road <br />CD <br />cD <br />CD I B R A N D T <br />94 95 <br />z <br />0 <br />cn R R <br />50' See Detail Below <br />AC Trans <br />25' <br />Conform <br />�0q9 <br />Conform ty <br />I I <br />TBM = Station 94 Const <br />ELEVATION = 110.05 Sta 94+19 Brandt Road <br />Sta 10+00 Bowser Roac <br />0.15' AC (Type A) Overlay <br />over 0.10' AC (Type B) Leveling <br />Const <br />107 <br />M + <br />CD <br />M + <br />0 <br />�. r <br />Z <br />— <br />C <br />7 CLrn <br />Cb <br />CD <br />EP 94 Abandon Existing 12"0 CMP in place <br />(See Note No. 4) <br />Existing fence to <br />remain in place (Typ) <br />\ O UJ / <br />Relocate FL along radius °a w Place 12"0 X 33' CMP <br />to 6' from existing EP `�° (0.079" thick) <br />(Minimum). PSta 9+55 (Bowser Rd) <br />17 i}— 16' FL Elevation = 108.00 (Typ) <br />I I (See Note No. 3) <br />The cost for relocating Flowline <br />is to be included in the Clearing s <br />and Grubbing item of work.Direction of Ditch Flow <br />CO UNTY OF SAN JOAQ UIN o Zo 40 so 100 <br />i <br />SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY <br />L, Aguilar 03/12 <br />•L—:a,i�—dam -L3� �a � rL 1� "*-- <br />EP <br />R 0 A D <br />Sta 109+82 (Lt) <br />R&D 20' X 10' <br />Concrete Patch <br />(See Note No. 2) <br />108 <br />%R 13 <br />AQ -Trans <br />Conform <br />F. <br />110 <br />Sta 121+98 (Lt) <br />R&D 20' X 6' <br />Concrete Patch <br />(See Note No. 2) <br />CD <br />_ rn <br />-- <br />I CD <br />122 <br />EP <br />NOTE: <br />1. See Sheet No. 3 for Legend. <br />2. Remove and Dispose existing Concrete Patch. The Cost for <br />R&D is to be included in the Pavement Repair item of work. <br />3. Allowable Alternate Pipes are Reinforced Concrete Pipe <br />(Class III), Corrugated Steel Pipe (0.079" thick) and SDR 26 <br />4. Abandoned pipe shall be plugged with slurry cement backfill. <br />Payment for this shall be considered to be included in <br />various project items of work. <br />5. See Summary of Quantities for locations of Place Monument <br />Frame and Cover. <br />n 15' AC (Tvne A) nvPrinv <br />DATE <br />1 /#4, <br />SEP <br />:onform <br />to 127+25 <br />--*, o Do <br />I�.pjl <br />a <br />b :::E <br />R 0 A D <br />END OF PROJECT <br />BRANDT ROAD RESURFACING <br />(Jack Tone Road to 1,300 feet west of Linn Road) <br />Sheet No. <br />6 of 9 <br />
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