Laserfiche WebLink
L 31 1 <br />1 30a. <br />30 <br />2� <br />28 <br />27f. <br />27e. <br />27d. ] <br />27c. <br />27b. <br />1 <br />27a. <br />27 <br />26a. 1 <br />L a. 1 <br />24 <br />23 <br />22a. <br />22 <br />21 <br />20 <br />18 <br />17 <br />16 <br />14 <br />13 <br />12 <br />1 0 <br />CO <br />u <br />-.J <br />O) <br />2b. <br />2a. <br />N <br />- a. <br />5 7 <br />ITEM <br />Bridge (50' wide x 70' long) <br />6" Curb & Gutter <br />Romove existing pavement <br />Relocate existing underground utilities <br />'Street Monument <br />Catch Basin <br />Driveway Replacement <br />Roundabout <br />Median Island <br />Median Curb <br />Wheelchair Ramp <br />Field inlet <br />Storm Drain Manhole - Type II <br />Storm Drain Manhole - Type I <br />48 "RCP <br />30 "RCP <br />24 "RCP <br />18 "RCP <br />15 "RCP <br />12 "RCP <br />SUBTOTAL ROADWORK <br />Outfalls to Arroyo <br />*Signing & Striping <br />Street lights <br />Remedial Slope Stabilization along Arroyo <br />Traffic Signal <br />Masonry Retaining Wall (5 -foot Ave.height) <br />*Road Side Ditch <br />Curb, Gutter & 6' Sidewalk <br />Erosion Control Entrance /Exit Structures <br />72 -inch RCP <br />42 -inch RCP <br />36 -inch RCP <br />Aggregate Base (16 ") <br />Paving (4 ") <br />Grading for widening Vineyard by 6' for EBRPD <br />'Fine Grading <br />1 Rough and finish grading fo street right of way <br />1 *Demolition/Tree Removal <br />1ROADWORK <br />COLUMN DESIGNATION: <br />CITY REVIEW OF INFRASTRUCTURE COSTS 4 - 26 - 02 <br />LS <br />LF <br />SF <br />LS <br />EA. <br />EA. <br />EA. <br />EA. <br />SF <br />LF <br />EA. <br />EA. <br />I EA. <br />I EA. <br />LF <br />I LF <br />LF <br />LF <br />LF <br />LF <br />EA. <br />LS <br />EA. <br />LS <br />LS <br />LF <br />LF <br />SF <br />I EA/LS <br />LF <br />LF <br />LF <br />I SF <br />1 SF <br />LS <br />SF <br />CY /LS <br />LS <br />UNITS <br />740 <br />41850 1 <br />25 1 <br />CP <br />2025 1 <br />676 <br />12 1 <br />31 <br />16 <br />17 <br />918 <br />713 <br />1 1200 1 <br />400 <br />2070 1 <br />L 770 1 <br />1 <br />- <br />15 <br />-a <br />14600 <br />450 <br />I 1400 1 <br />I 308,000 1 <br />I 308,000 1 <br />495000 1 <br />32500 1 <br />_i <br />co <br />VII I <br />REVISED <br />QUANT. <br />