Site work for a municipal facility in Tuscaloosa, Alabama. Completed plans call for site work for a municipal facility.

The Project shall be known as Woodland Forest Gabion Repair and the general character of said public works project shall consist of the following: removal of existing trees; removal of the existing failed gabions; excavation of earthen material between failed gabions and alley edge of paving; new gabion/reinforcing/backfill installation matching face alignment of previous wall; partial alley resurfacing; installation of grouted rip-rap along toe of new gabions; installation of curb/gutter and flume and associated pavement patch along South side of alley; installation of solid sod at disturbed areas. The approximate quantities of said Project are as follows: 1 l.s. Clearing/Grubbing & Demolition (Excluding Gabion Removal); 300 c.y.i.p. Unclassified Excavation & Off-Site Disposal; 50 c.y.i.p. Unsuitable Material Removal & Offsite Disposal; 500 s.y. Solid Sod; 100 l.f. Type "A" Silt Fence (Materials, Installation & Removal); 600 s.f. Gabion Removal; 600 s.f. Gabion Replacement; 50 c.y.i.p. Wall Leveling Pad/Foundation (ALDOT Sec.801, No. 57 Crushed Aggregate); 180 c.y.i.p. Wall Backfill/Drainage Zone (ALDOT Sec.801, No. 57 Crushed Aggregate); 500 l.f. 24" Curb and Gutter Combination; 300 c.y.i.p. Excavation & Off-Site Disposal of Potentially Sloughed Area; 300 c.y.i.p. Backfill of Potentially Sloughed Area (ALDOT Sec.801, No. 57 Crushed Aggregate); 80 s.y. Roadbed Processing (Minimum 6" Depth, Including Under Curb & Gutter); 80 s.y. Crushed Aggregate Base, 825B (6" Thickness) *Road Replacement Areas; 80 s.y. Prime Coat (ALDOT Sec. 401) *Road Replacement Areas; 80 s.y. Superpave Bituminous Concrete Binder Layer, ALDOT 424B, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D, (2" Compacted Thickness) (Light Duty Section) *Road Replacement Areas; 1,000 s.y. Superpave Bituminous Concrete Wearing Layer, ALDOT 424B, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D, Including Tack Coat (Light Duty Section) *Overlay; 125 s.y. Binder Patch Along New Curb/Gutter (2' Wide); 1,000 s.y. Asphalt Planing/Milling (0" to 1" Depth); 1 l.s. Traffic Control; 100 ton Grouted Class II Rip-Rap. OCA FILE NO. A22-0032