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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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Const SHOULDER SCHEDULE <br /> I_ n _Limits of Clearing and Grubbing Robindale Avenue <br /> & Mailbox Relocation <br /> SHOULDER DETAIL 1 LEFT RIGHT <br /> 12' 4'-6' Station to Station Detail Station to Station Detail <br /> Conform 10+00 to 10+30 3 9+90 to 12+15 2 <br /> I 1' Var ® existing FL 11 +10 to 12+15 2 13+92 to 14+80 4 <br /> IExistin <br /> Var 8%_ 13+35 to 16+62 1 14+85 to 15+11 2 <br /> � V� <br /> /-Groundg <br /> 17+37 to 19+66 2 16+67 to 17+78 1 <br /> Existing_Roadway J _ — — — 20+85 to 22+85 4 18+12 to 18+75 4 <br /> 23+15 to 24+45 1 22+26 to 22+70 4 <br /> Variable Depth 23+00 to 25+50 1 <br /> Shoulder Backing 25+90 to 26+07 3 <br /> Filbert Street <br /> 50+80 to 51 +05 1 50+36 to 52+07 4 <br /> 6' for any areas of Filbert Street and 52+35 to 53+20 4 53+50 to 53+9.0 1 <br /> Const Limits of Robindale Avenue not covered by the 53+45 to 54+40 2 57+09 to 61 +14 2 <br /> Clearing and Grubbing shoulder schedule or driveways. 56+95 to 57+25 1 61 +41 to 62+25 4 <br /> & Mailbox Relocation 57+90 to 60+35 2 62+50 to 62+86 2 <br /> SHOULDER DETAIL 2 61 +05 to 61 +55 4 63+56 to 64+00 4 <br /> 12' �2't 62+45 to 64+40 4 64+25 to 64+47 2 <br /> INConform <br /> ' Var _ <br /> A I 77'- <br /> Existing *Compact existing native to 90% compaction (top 1') and <br /> Ground <br /> 1 <br /> Existing Roadway J \ place Imported Borrow to 909b compaction (top 1') <br /> VLT <br /> ariable Depth. <br /> ''' Shoulder Backing Const <br /> z I_ Limits of Clearing and Grubbing <br /> m & Mailbox Relocation <br /> Q <br /> Const 12' *5't <br /> I_ ^ _Limits of Clearing and Grubbing ' Earthwork SHOULDER DETAIL4 <br /> & Mailbox Relocation I (Misc Areas) <br /> Ua <br /> 12' s't SHOULDER DETAIL 3 Conform <br /> (AC Misc Areas) 1 Var ®existing FL <br /> it 1 <br /> I Conform i Var _ 8% <br /> 1 ' Var ® existing FLExisting <br /> Var _ 8% > -, ---� �, G `o,, /-Ground <br /> I — �� Existing ` Roadway - <br /> 0 1 Or f Gro n4rr `1^ �/I <br /> Existing Roadway — — — = `�W_._ yar able De th <br /> I ——— — ———— Shoulder Backing <br /> Variable Depth <br /> Variable Depth Min) Imported Borrow <br /> Wj Asphalt Concrete ;\"'y ^erson Using This 0"a iris'Should Verify <br /> rn r' +' information By inspeetin The Situ Of Work <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS FILBERT STREET, ROBINDALE AVENUE AND EUCLID AVENUE RESURFACING a Sheet <br /> N3. <br /> DRAWN BY DATE PROJECT ENGIN ER DATE CHECKED DATE APPROV L R COMMENDED DATE <br /> L. Aguilar 8110 <br />
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