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<br />OTTER LAKE ROAD
<br />STATEMENT OF ESTIMATED QUANTITIES
<br />CIIYOF IWO LAKES, MN
<br />SAP. 214114001
<br />WSB PROJECT NO. 2029-19
<br />OTTER LAKE ROAD
<br />STATEMENT OF ESTIMATED QUANTITIES
<br />CRY OF UNMAKES, MN
<br />SAPJECT 12201
<br />WSB PROJECT fq. 202818
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<br />OTTER LAKE ROAD IMPROVEMENTS
<br />STREET & UTILITY CONSTRUCTION
<br />LINO LAKES, MINNESOTA
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<br />.599 2. THIS QUANTITY MAY OR MAY NOT BE USED DEPENDING ON FIELD CONDITIONS. TO BE
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<br />159 w 4. COMMON OTHER EXCAVATIONS INCLUDES SALVAGING OF THE EXISTING CAVATI TOPSOIL BORROW
<br />AND ALL OTHER E 53L MORE HIS EXCEPT FOR THE ION AS TO THE EXCAVATION. THE
<br />CONTRACTOR SHALL MAKE H13 OWN DETERMINATION AS TO THE DEPTH AND
<br />LOCATIONS OF THE EXISTING TOPSOIL BORROW PRIOR TO BIDDING THE PROJECT.
<br />5. TO BE USED AS DIRECTED BY THE ENGINEER FOR A STABLE PPE FOUNDATION IN
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<br />AREAS OF SANITARY SEWER, WATER MAIN. OR STORM SEWER CONSTRUCTION.
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<br />•� 7. THE CONTRACTOR SWILL USE MN/DOT STANDARD PLATE 7038 G AND ALL CURRENT
<br />... ADA STANDARDS FOR PEDESTRIAN CURB RAMP CONSTRUCTION.
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<br />' •• • 8. INLET PROTECTION SHALL INCLUDE MAINTENANCE AND CLEANING AS NECESSARY TO
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<br />PREVENT SEDIMENT/DEBRIS OUT OF THE STORM SEWER
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<br />0 9. SEE SIGNING AND STRIPING PLAN FOR MORE DETAIL.
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<br />l,a.•.>_ BASIS FOR ESTIMATED GUANTMES
<br />AGGREGATE BASE CLASS 5 MOD OR CLASS 7 105 LB/SQ `MAN
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<br />UNIT WEIGHT OF BITUMINOUS mix
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<br />• SUPERPAVE MIX 113 LEI/S0 YDflN
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<br />TURF ESTABLISHMENT
<br />• SEED MIX 250 70 LB/ACRE
<br />• SEED MIX 310 82 LB/ACRE
<br />FERTILIZER
<br />• 23-0-23 200 LB/ACRE
<br />MULCH
<br />• TYPE 1 2 TON /ACRE
<br />ESTIMATED OUAN TITLES
<br />S.A.P. 210 -114 -001 OTTER LAKE ROAD
<br />SHEET 3 OF 28 SHEETS
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