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Last modified
7/15/2024 9:27:06 AM
Creation date
1/23/2016 12:26:09 AM
Metadata
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Template:
Small Plans - SP
Project
Wagner Road Resurfacing
Limits
River Road to State Route 120
Year
1998
Project Engineer
Jose Zapada
Roads Worked
Wagner Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1715 - SP1719
Type
Resurfacing
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rt Const. <br /> IConst. <br /> Limits of Clearing and Grubbing, Barrier 11'±(Typ ) <br /> Earthwork (Miscellaneous Areas) Rail <br /> Wished Surface I <br /> I' <br /> Conform Conform Var. <br /> I I <br /> _8% 8%, rL_ _ <br /> `Var Var , 0.12' A.C. <br /> Existing Bridge Deck <br /> ,Jof- \ TYPICAL SECTION ® BRIDGE <br /> (Sta. 1 +08 to Sta. 1 +40) <br /> Existing Roadway <br /> Native soil from ❑1 2' Sta. 28+00 to Sta. 37+00 (Lt) <br /> Native soil from * 0.25' Asphalt Concrete Overlay shoulder excavation 2' Sta. 53+80 to Sta. 54+30 (Lt) <br /> shoulder excavation areas. 2' Sta. 41 +75 to Sta. 43+25 (Rt) <br /> areas. <br /> 0.25'± Shoulder Backing TYPICAL SECTION <br /> 0.25'± Shoulder Backing 2' Sta. 53+80 to Sta. 54+30 Rt <br /> Efl 2' Sta. 14+00 to Sta. 27+00 (Rt) <br /> 0.12' A.C.— Sta. 0+66 to Sta. 1+40 Sta. 0+16 to Sta. 134+11 ± 2' Sta. 63+00 to Sta. 68+00 (Rt) <br /> •Limits of Mailbox Relocation 2' Sta. 102+00 to Sta. 118+00 (Lt) <br /> 6 Clearing and Grubbing limits shall be 2' Sta. 111 +00 to Sta. 113+00 (Rt) <br /> reduced at landscaped frontages as noted: 2' Sta. 129+00 to Sta. 134+11 (Lt) <br /> a Sta. 41 +70 to Sto. 43+25 (Rt .= 2' #rom E.P. <br /> a Sta. 118+85 to Sta. 119+25(Rt).= <br /> from E.P. <br /> o <br /> a <br /> .o' <br /> a <br /> v GENERAL NOTES <br /> 1 . The Contractor shall obtain an Encroachment Permit from 3. Survey monument frame and cover shall be adjusted to <br /> Caltrans for work within the State Route 120 Right—of—Way. grade at Sta. 0+56. <br /> = 4. Place Survey Monument Frames and Covers at the following <br /> m 2. All earthwork (except for final grading of shoulders) locations: Sta. 27+33±, Sta. 80+67± and Sta. 107+37±. <br /> shall be completed prior to placing final layer of asphalt Exact Locations to be determined by the Engineer. <br /> q%ft z concrete. <br /> 0 <br /> rn <br /> w <br /> 0 <br /> z <br /> SCALE AS SHOWN TYPICAL SECTION WAGNER ROAD RESURFACING Sheet No. <br /> COUNTY O F SAN J OAQ U I N River Road O State Route C IN 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SU/BMiTTED .D/ATE APPROV RECOMMENDED DATE <br /> E. M. Peterson 3/98 3/12I!$ �/!l9 <br />
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