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Entry Properties
Last modified
7/12/2024 8:20:36 AM
Creation date
1/23/2016 1:14:05 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Eleventh Street Acceleration Lane
Limits
Bird Road to 1500' E/O Bird Road
Year
2008
Project Engineer
Awni Taha
Roads Worked
Eleventh St.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4547 - SP4550
Type
Acceleration Lane
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Existing <br /> ETW Existing <br /> 16' R/,W ETW <br /> Limits of Paving �— 16 _ R/y'f <br /> Clearing & Grubbing <br /> & � Limits of Paving <br /> --- - e9 _ Limits of Earthwork & _ <br /> 4• Clearing and Grubbing <br /> Planing Trans A.C. 4 4, 8, <br /> Existing Variable Variable Trans. A.C.- - 8 <br /> Roadway 4 4 _� 4 <br /> For Planing Detail - --- Existing Ploning Vorioble . <br /> See Sheet 4 -_ _ �' 29 g; -Shoulder Backing <br /> Roadway <br /> Min. Sho30'ulder ... \. <br /> Min. Shoulder ' <br /> � For Planing Detail � - -- - <br /> Exist. EP See Sheet 4 _120• AC 0.30' <br /> Min. Shoulder \ <br /> TYPICAL SECTION Exist EP New EP Embankment) <br /> Sta. 101+103 to Sto. 101+353 <br /> T Note: Variable Slope 2% to Conform to Existing TYPICAL SECTION <br /> j Sto. 102+183 to Sto. 112+103 <br /> 0 <br /> m <br /> � a <br /> m � <br /> b <br /> 3 r Existing <br /> F ETW Limits of Earthwork & <br /> '^ z Clearing and Grubbing GENERAL NOTES <br /> i 16' <br /> cLimits of Paving - 1. It shall be the responsibility of the contractor to verify the existence <br /> 8•-16• 0'-8' and location of all underground facilities, public or private, <br /> n Trans. A.C. R/W and to protect them from damage. The contractor shall bear the <br /> 1.20' A.C. total expense of repair or replacement of any underground <br /> 4� - 4•_ 4• facilities damaged by his operations. Quantity and exact locations of <br /> Planing Variable '1~ oil utilities to be determined by contactor 48 hours before <br /> Existing Variable Shoulder Backing beginning work. Phone USA 800 227-2600 prior to digging. <br /> -- Roodwo --- - - - ''— 9 9 ( ) P <br /> y <br /> 2. Material from A.C. planing and excavated material shall be blended <br /> For Planing Detail �, and incorporated into embankment. <br /> See Sheet 4 0.30' <br /> Min. Shoulder <br /> v, <br /> 1 Exist. EP New EP / • <br /> D EmbankmentWC <br /> - <br /> m TYPICAL SECTION «ao-�nj <br /> Sto. 101+353 to Sta. 102+183 w '� <br /> Mo <br /> Sta. 112+103 to Sta. 115+103 0X% <br /> 0276*/2 ;{ v�eMjf <br /> Mo Iky <br /> COUNTY OF SAN JOAQUINNo WALE TYPICAL SECTIONS ELEVENTH STREET ACCELERATION LANE Sheet No. <br /> DRAWN By DATE PROJECT ENGINEER I DATE I CHECKED DATE APPROVAL REC MMENDED I DATE (Bird Road to 11500' E/0 Bird Road) 2 of 4 <br /> Felipe 2 gdtuez 1 4/29/08 <br />
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