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<br />
<br />PROJECT
<br />
<br />~ . J . . . . . t , . tit . .
<br />
<br />ltJ
<br />
<br />. , , . , . . , , , , , 'I' , ., . , , , , , . , , , , , " . , . , , , , , , . r
<br />
<br />~ ~ . . . . . . . L , . . . . , . . . . I . I ... . . , . t . , . ~ . . . . . t
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<br />. . . . ., . . . . . . . . . ~ . . . . . . . . ~ I , . . . . ~ . . . . . . ~ . , .
<br />
<br />. . ~ . . ~ . . . . . t I . . . . ~ , . . . . . . .
<br />
<br />DRIVE CONSTRUCTION = 401.38 SF , . , ' , . , . . ' , ' , ' . ' . . , ' , '
<br />CANOPY REMOVAL = 1123.00 SF ,', ',.,'.'.',', ',', ','
<br />- BARRIER CURB CONSTRUCTION = 340.10 SF,'. ' , ' , ' , . , . , . , ' " , ,
<br />- DRIVE CONSTRUCTION = 399.21 SF ' , , , . , . , 86+85.59
<br />
<br />, . , . , , , , . , . , , , , , . , , , . , , . , , , , 45.00' It
<br />. . Lt. . . t . , . , . , . . . . . . . . . . t , . . . . . . , . . . ~ .
<br />
<br />. . , ' , . , ' , . , . TE1 -
<br />
<br />.'.',' .' , ',' TE2
<br />
<br />.',',',.,.,' TE3
<br />
<br />, , , . . 'TE4
<br />
<br />w. COR. LOT 2
<br />85+59.43
<br />39.92' ct
<br />
<br />85+59.42
<br />45.00' It
<br />
<br />. t . t . ~ ... . . . I J.. . I , L . , . t t . . . . . . . . I . . , , . . . . t
<br />
<br />
<br />, , . I . L . . . . . " , . . . . t . , ," t , r I . t . . , . . . . . , .
<br />
<br />86+91.43
<br />39.99' 't
<br />
<br />86+91.42
<br />50.83' It
<br />
<br />~. 85+59.42
<br />0 55.00L 't
<br />0
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<br /> :::0
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<br /> z
<br /> (Tl
<br />
<br />Iy
<br />
<br />
<br />90000'00"
<br />
<br />
<br />85+55.71/
<br />55.00' tL
<br />85+55.71
<br />65.0Q' II
<br />
<br />86+83.42
<br />55.00' It
<br />
<br />7
<br />
<br />
<br />86+91.39
<br />105.00' tl
<br />
<br />l\:)
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<br />..... -
<br />CJl
<br />
<br />86+83.42
<br />105.00' tt
<br />
<br />SPAULDING & GREGG9S
<br />ADDITION
<br />
|