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SP6133 - SP6140
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SP6133 - SP6140
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Last modified
7/8/2024 11:55:24 AM
Creation date
8/15/2023 2:45:34 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Collier Road Resurfacing Project
Limits
660' w/o Dustin Road to 1,200' e/o Tully Road
Year
2012
Project Engineer
Hadi Tabatabaee
Roads Worked
Collier Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP6133 - SP6140
Type
Resurfacing
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LEGEND: <br />Variable Depth Asphalt Concrete Overlay <br />Depth of Asphalt Concrete Pavement Planing <br />■ Limits of Asphalt Concrete Pavement Planing <br />R Conform to Existing Radii <br />0 Storm Drain Inlet to remain in place <br />Collier Rood Sto 131+78 = <br />Dustin Road Sta 10+00 <br />q Const—\ EP <br />I <br />o \ <br />0 131 <br />Nand grind existing AC a R <br />minimum of 2' around SDI <br />to a depth of 0.20' <br />Existing fence to <br />remain in place <br />See Schedule for <br />Width "A" this Sheet <br />�I <br />"A„ <br />--� Schedule for Width "A" <br />A <br />n <br />-a o, <br />� o <br />0 <br />EP <br />CONFORM DETAIL <br />AT INTERSECTIONS (,TYE j <br />Buck Rd., Sowles Rd., Elliott Rd., Pearl Rd., Graham Rd., <br />Jack Tone Rd., Suttenfield Rd., Watkinson Rd., Tully Rd. <br />DUSTIN ROAD <br />I <br />24 —' Conform <br />0.10' <br />N D <br />CTS n <br />■ --I CTS <br />o <br />0.00' <br />R <br />COLLIER ROAD <br />132 <br />Road name <br />North <br />South <br />Buck <br />CONFORM <br />18' <br />Sowles <br />21' <br />20' <br />Elliott <br />23' <br />23' <br />Pearl <br />09/20121 <br />22' <br />Graham <br />19' <br />20' <br />Jack Tone <br />21' <br />20' <br />Suttenfieid <br />22' <br />Watkinson <br />20' <br />Tully <br />14' <br />21' <br />"Poo <br />N <br />0 I <br />z <br />6'■ {, <br />d � <br />0 0 <br />33 <br />rs <br />_J) <br />>P <br />II �� <br />BRUELLA ROAD Maintain Flow Line — <br />do not obstruct drainage a <br />Conform 201 Existing planter box to O m <br />remain in place W `ice <br />0.10'0 C Existing AC Dwy to .0 ; <br />n _ remain in place C <br />o ■Uj a <br />EP <br />0.00 I ETW ■ .. { <br />R <br />6 <br />R 0.10' r <br />a <br />8 COLLIER ROAD 0.00' µ <br />184 ,/ 185 0 <br />R D <br />10.00' U, EP EP ConstR R D <br />jCr <br />aN, Cnn Collier Road Sta 184+43 = N o <br />0.10' ■ Bruella Road Sto 10+00 cn WConform 0.10' ■ <br />_.--I--.. Conform <br />CONFORM DETAIL AT DUSTIN ROAD <br />COUNTY OF <br />SAN JOAQUIN <br />No <br />SCALE <br />CONFORM <br />DETAILS <br />DRAWN BY <br />DATE PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />09/20121 <br />- <br />20 <br />CONFORM DETAIL AT BRUELLA ROAD <br />COLLIER ROAD RESURFACING <br />(660' w/o Dustin Road to 1,200' e/o Tully Road) <br />* 6' grind shall <br />follow around <br />radius and parallel <br />flow line to allow <br />drainage to SDI. <br />To be paid for as <br />Driveway Type E. <br />Sheet No. <br />4 of 8 <br />
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