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SP2423 - SP2430
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SP2423 - SP2430
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Last modified
7/12/2024 8:54:37 AM
Creation date
1/23/2016 12:41:51 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Fig Avenue and Peach Avenue Resurfacing
Limits
Airport Way to Union Road
Year
2001
Roads Worked
Fig Ave., Peach Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP2423 - SP2430
Type
Resurfacing
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SCHEDULE OF ROADWAY WIDENING <br /> PEACH AVENUE FIG AVENUE <br /> Pavement Const. Pavement Pavement Const. Pavement Const. <br /> Const. <br /> Widening Widening Widening Widening Widening Widening Widening Widening <br /> (Left) Station (Right) (Left) Station (Right) (Left) Station (Right) (Left) Station (Right) <br /> 1 .0' 0+84 1.0' 1 .0' 28+00 4.0' 1.0' 1+30 0.0' 5.0' 33+00 0.0' <br /> 4.0' 2+00. 1 .0' 1 .0' 29+00 3.5' 1.01 2+00 1 .0' 4.0' 34+00 0.0' <br /> 4.5' 3+00 1 .5' 2.0' 30+00 3.5' 3.0,. 3+00 3.0.'.. 4.0' 35+00 0.0' <br /> 4.0' 4+00 2.0' 2.0' 31+00 3.5 3.0'. 4+00 2.0' 4.0' 36+00 1 .0' <br /> 4.0' 5+00 2.0' 2.0' 32+00 3.5' 2.0' 5+00 2.0' _ 4.0'. 37+00 1.0' <br /> 4.0' 6+00 3.0' 2.0' 33+00 2.5' 1 .0' 7+00 4.0' 4.0' 38+00 1.0' <br /> 3.5' 7+00 3.0' 20'. 34+00 2.5' 1.0' 9+00 3.0' 4.0' 39+00 1.0' <br /> 3.0' 8+00 4.0' 3.0' 36+00 1 .O' 1.0' 11 +00 3.0' 4.0' 40+00 0.0' <br /> 2.5' 9+00 4.0' 4.0' 38+00 1 .0' 1.0' 13+00 3.0' 4.0' 41+00 0.0' <br /> n <br /> 1.5' 10+00 4.0' 2.5' 39+40 2.0'. 1.0' 14+00 3.0 3.0' 42+00 0.0' <br /> 0 1.0' 11+00 4.0' 5.0' 40+00 0.0' 0.0' 15+00 5.0' 3.0'_ 43+00 0.0' <br /> •0.0' 12+00 4.0' 5.5' 41+00 0.0' 4.Q' 17+00 5.0' 3.0' 44+00 0.0' <br /> 3 m 0.0' 13+00 4.0' 4.5' 42+00 0.0' 5.0' 19+00 4.0' 3.0' 45+00 0.0'. <br /> H > 0.0' 14+00 4.5' 4.0' 43+00 1.0' 5.0'. . .. 20+00 2.0' 4.0' 46+00 0.0' <br /> M 0.0' 15+00 5.0' 4.5' 44+00 1.0' 5.0' 21 +00 . 1.0' 3.0'.. 47+00 0.0' <br /> 1.0' 16+00 5.0' 4.0' 45+00 1.0' 3.0' 23+00 1.0' 3.0' 48+00 . 0.0, <br /> . <br /> 1 .0' 18+00 5.0' 4.0' 46+00 1.0' 3.0' 25+00 1.0, <br /> . . 3.0' 49+00 . 0.0, <br /> . <br /> 1 .0' 20+00 5.0' 4.5' 47+00 1.5' 3.0' 25+56 1.0' 4.0' 50+00 0.0, <br /> . <br /> 1 .5' 22+00 . 4.0' 5.0' 48+00 1 .0' 0.0' lintersection 0.0' 4.0'. 51 +00 0.0' <br /> 1 .0' 24+00 3.0' 5.0' 49+00 0.0' 3.0' 26+57 1.0' 4.0' 51 +50 0.0' <br /> 0.0' 25+41 3.0' 5.0' 51 +00 0.0' 3.0' 27+00 1.0' 3.0' 51 +70 0.0' <br /> 0.0' 1❑Intersection 0.0' 3.0' 51 +50 0.0, <br /> .. 4.0' 28+00 1.0' 1 1.0' 1 52+00 1 0.0' <br /> r� 0.0' 1 26+54 4.0' 1 1 .0' 52+00 0.0'.. 4.0' 29+00 1.0' <br /> V 0.0' 52+25 0.0' 4.0' 30+00 . 1.0' <br /> y1� Widening areas will terminate into existing 4.0' 31+00 1.0' _ <br /> radii at Oleander Avenue <br /> I� f <br /> A <br /> .4i1 r �i i1/I��r <br /> 1❑ Widening areas will terminate into existing - �'- <br /> m radii at Oleander Avenue <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUINI No SCALE ROADWAY WIDENING FIG AVENUE AND PEACH AVENUERESURFACING Sheet No. <br /> 5 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE AP AL JWOMMENDED GATE <br /> 5/Ai x> M /b6 �t✓i.. <br />
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