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Last modified
7/15/2024 9:20:53 AM
Creation date
1/23/2016 12:24:13 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Rivara Road and Meadow Avenue Resurfacing
Year
1997
Project Engineer
Jose Zapada
Roads Worked
Rivara Rd., Meadow Ave.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1628 - SP1633
Type
Resurfacing
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Const. <br /> I LEGEND <br /> Limits of Clearing and Grubbing <br /> 1❑ Limits of Mailbox relocation. <br /> Vor2❑ 3❑ 3❑ Vor2❑ 2❑ Exact width to be determined by the Engineer. <br /> . . <br /> 2'-4' 11 11 2'-4' 3❑ 10' Sta. 9+25 TO Sta. 16+65 — Rivara Rd. <br /> 4 14' Sto. 3+80 TO Sta. 6+00 — Meadow Ave. <br /> 20' Pavement Reinforcing Fabric ® 6" Maximum Fabric Overlap. <br /> 18' Sto. 9+10 to Sto. 16+35 (Rivara Road) <br /> Conform Confor <br /> =Var. Vor• � Vor. Depth A.C. Leveling (0.04' O C, 2% t X—Slope) <br /> r Vora Meadow Avenue. Sto. 3+80 to Sto. 25+00 <br /> ' _ _ _ _ © 0.12'—Meadow Avenue—Sta. 3+80 to Sta. 25+00 <br /> �i��� �� 0.12'—Rivara Rood—Sta. 5+00 to Sta. 8+00, <br /> Variable Depth Variable Depth <br /> Shoulder Backing ExistingRoadwa Asphalt Concrete Leveling Shoulder Bocking 0.17'—Rivara Road—Sta. 9+10 to Sto. 16+35. <br /> (Topsoil) y © Asphalt Concrete Overlay (Topsoil) <br /> TYPICAL SECTION <br /> (Refer to Shoulder Details below for minor deviations.) <br /> Sta. 3+50 to Sta. 25+32, Meadow Avenue. Const. <br /> Sta. 4+50 to Sto. 16+65, Rivara Rood. Limits. of Clearing and Grubbl*n,_l <br /> 0.04' Var. <br /> Const ' <br /> AC <br /> g Limits of Clearing and Grubbing . A.C.. <br /> 2'-3' <br /> s Finished Grade I <br /> oVar. A.C. <br /> 0.0 08 to 4 1 1 �� _Var. <br /> E.P. <br /> • Finished Grade <br /> Vor. _Var. <br /> f� Existing Roadway <br /> A Exist i----------Z <br /> C.G.&S. "^~�� — — — — Concretteo Overlay Concrete <br /> i Refer to sheet No. 4 Existing Roadway 5❑ Asphalt Concrete Leveling <br /> N y for planing limits. <br /> Z Var. Depth As holt SHOULDER DETAIL — MEADOW AVE. <br /> 0 Concrete Overlay <br /> SHOULDER DETAIL — MEADOW AVE. Sta. 1 i+00 to 12+40 Lt. <br /> Sta. 16+70 to 19+00 Lt. <br /> z Sta. 3+50 to 3+68 Lt. do Rt. Sto. 17+50 to 19+30 Rt. <br /> Sto. 20+10 to 20+84 Lt. <br /> SHOULDER DETAILS <br /> rA COUNTY OF SAN JOAQUIN NO SLUE TYPICAL SECTIONS MEADOWIAVENUMA EGR�ESURFACING AM Sheet <br /> s <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMRTED DATE RECOMMENDEDDATE <br /> E.M. Peterson 2/97 3097 vzojq 1 nJL" 6Z <br />
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