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SP4770 - SP4782
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SP4770 - SP4782
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Last modified
7/9/2024 3:23:21 PM
Creation date
1/23/2016 1:19:58 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Filbert Street, Robindale Avenue and Euclid Avenue Resurfacing
Limits
Filbert Street: Cherokee Rd. to Robindale Ave. Robindale Avenue: Sanguinetti Ln. to CCT Co. Railroad Euclid Avenue: Plymouth Rd. to Delaware Ave.
Year
2010
Project Engineer
L. Aguilar
Roads Worked
Filbert St., Robindale Ave., Euclid Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4770 - SP4782
Type
Resurfacing
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50' 0.17' AC Overlay <br /> 00 AC <br /> + Trans <br /> V) <br /> N ■ m i i ° <br /> 25 (; <br /> 0 0 o L Const / I 2� <br /> c o o See Sheet No. 5 for See Sheet No. 5 for <br /> R <br /> EP� Intersection Details Intersection Details <br /> °�� N FILBERT STREET N <br /> �° 50 N 53 <br /> 51 52 59 N m <br /> oo. <br /> R �EP N <br /> Existing 3 X 4 SDI <br /> to remain in place <br /> NOTE: <br /> N 1. See Sheet No. 2 for Legend. Conform to Planking <br /> 0 <br /> Sta 64+47 <br /> N sd 50' e <br /> Z o - 0CZ? .17' AC Overlay AC <br /> i Urnb� �\ Trans8 P a0. <br /> D ,o`�aO�ree <br /> See 'c <br /> n SDetail A, S <br /> a <br /> Const Sheet 5 �°Sse <br /> F <br /> 62 ccr <br /> Const CIO <br /> m EP <br /> Relocate FL to o <br /> location shown rn EP <br /> --Exist-ditch- FL - iR <br /> CD <br /> FILBERT , <br /> ° , <br /> Exist fence <br /> to <br /> \i .° 62 STREET 63 crg5`s/ .e�> <br /> remain in placem �i% f kot <br /> l i SS cn EP See Sheet No. 5 for EP 25' <br /> U <br /> Intersection Details <br /> R <br /> � \ <br /> DITCH DETAIL See Ditch i 24 ± i : '1 it _� <br /> � m <br /> � : <br /> a Detail to Left , .o m <br /> The cost for relocating Flowline is to be included in ° > <br /> M the Clearing and Grubbing item of work. 3 No. C,,,, <br /> Dole <br /> r .. <br /> "' q. I�ur� ;;� <br /> z Varify <br /> 0 20 40 60 100 i.: Sheet NO. <br /> COUNTY OF SAN JOAQUIN SCALE IN FEET PLAN FILBERT STREET, ROBINDALE AVENUE AND EUCLID AVENUE RESURFACING sof N <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> L. Ag-u lar 8/l® 1 q�2`I0 0 9/3 //o <br /> 0 OF <br /> V <br />
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