Epstein Secrets

I Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September IS. 2014. a Concrete Swales Described above 32 51.064.00 EA $34,048.00 Aggregate Base Described above 32 $182.00 EA $5.824.00 Pad Rip Rap Detention Described above

from existing sub base. • Compact sub base to insure stability • Spread and compact 3 inches of owner-supplied aggregate base material • Apply Tack Coat prior to asphalt concrete placement • Place new 2-inch asphalt concrete pathway Little St. James Island, VI SPECIAL CONDITIONS: • LS) will remo

00 Option Measures: As shown on drawings entitled "Little St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18. 2014. Concrete Swales Aggregate Base Pad Rip Rap Detention Area Options Total Described above 32 51.064.00 EA Described above 32 $182.00 EA Described above

from existing sub base. • Compact sub base to insure stability • Spread and compact 3 inches of owner-supplied aggregate base material • Apply Tack Coat prior to asphalt concrete placement • Place new 4-inch reinforced Portland cement concrete pathway Little St. James Island, VI SPECIAL CONDITIONS

Drainage Measures: As shown on drawings entitled "Little St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September IS. 2014. a Concrete Swales Described above 32 S1.064.00 EA 534.048AX) Aggregate Base Pad Described above 32 $182.00 EA $5.824.00 Rip Rap Detention Area Described

from existing sub base. • Compact sub base to insure stability • Spread and compact 3 inches of owner-supplied aggregate base material • Apply Tack Coat prior to asphalt concrete placement • Place new 2-inch asphalt concrete pathway Little St. James Island, VI SPECIAL CONDITIONS: • LSJ will remo

ons Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18. 2014. Concrete Swales Described above 32 S1.064.00 EA $34.048.00 Aggregate Base Pad Described above 32 S182.00 EA 55.824.09 Rip Rap Detention Area Described

from existing sub base. • Compact sub base to insure stability • Spread and compact 3 inches of owner-supplied aggregate base material • Apply Tack Coat prior to asphalt concrete placement • Place new 2-inch asphalt concrete pathway Little St. James Island, VI SPECIAL CONDITIONS: • LSJ will remo

ion Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18, 2014. Concrete Swales Described above 32 S1.064.00 EA $34.048.00 Aggregate Base Described above 32 S182AM EA 55.824.00 Pad Rip Rap Detention Described above

from existing sub base. • Compact sub base to insure stability • Spread and compact 3 inches of owner-supplied aggregate base material • Apply Tack Coat prior to asphalt concrete placement • Place new 4-inch reinforced Portland cement concrete pathway Little St. James Island, VI SPECIAL CONDITIONS

ons Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18. 2014. Concrete Swales Described above 32 $1.064.410 EA 534.048.1K) Aggregate Base Described above 32 $182.00 EA 55.824.00 Pad Rip Rap Detention Described abo

from existing sub base. • Compact sub base to insure stability • Spread and compact 3 inches of owner-supplied aggregate base material • Apply Tack Coat prior to asphalt concrete placement • Place new 2-inch asphalt concrete pathway Little St. James Island, VI SPECIAL CONDITIONS: • LSJ will remo