Site work, paving and outdoor lighting for a mixed-use development in Lake Lure, North Carolina. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; for outdoor lighting for a sidewalk / parking lot; and water / sewer project.

The Project includes the following Work: The project consists of installation of a new marina system, Summary (to consist of but not limited to the following): +- 1000' of 8' Wide Floating Aluminum Gangway Gangway to have +-30' Hinged Aluminum Ramp Section (both ends) for Transition to existingwalkway Engineering drawings Seven Two-Sided Slip Eyelash Floating Docks One One-Sided Slip (Day Parking) 196 Full Time Boat Slips 12 Day Slips Three Horizontal Aluminum Bar Handrail on Both Sides of Gangway Light Box, Fire Safety Tower, Fire Department Connection Solar Lights on Gangway Scope of Work A. Permits & Engineering 1. Rutherford County Building Permit (Contractor to Obtain) 2. Engineered Drawings for Floating Docks (Contractor to Obtain) 3. Town of Lake Lure Land Disturbance Permit (Town to Obtain) 4. USACE/DWQ Permits (Town to Obtain) B. Floating Aluminum Docks Specifications 1. Floating Aluminum Docks i. All main gangways to be high strength Marine Grade Aluminum ii. Gangways and finger slips to have 3" spud poles as shown on plan at every other finger slip iii. Spud poles to be 30' in length iv. Exterior channel minimum 1/4 " thick v. Secondary components minimum 3/16" thick vi. Minimum 8" depth outer channel vii. All tubing shall have radius corners viii. All docks to have NC Engineer Seal 2. Decking i. Decking surface shall be extruded aluminum decking panels, interlocking with raised ridges for added slip resistance ii. Joist spacing maximum 36" on center i. Powder coat finish to meet or exceed AAMA 2604 for salt spray resistance and outdoor testing in Florida with sequin dust texture (Silverstone #PCST 79107 Color) 3. Hardware i. All bolts, nuts, screws, and washers shall be stainless steel ii. Main frame bolts minimum of 3/8" diameter with self-locking nuts iii. Cleats - Four cleats per finger - Two on each side of slip iv. All cleats to be 8" nylon with hardware v. No cleats on gangway vi. All hardware needed for entire dock assembly to be furnished 4. Design i. Reinforced bracing at all high stress areas, corners, and connection points ii. Engineered design to be provided by Owner, Town of Lake Lure iii. All docks to have NC Engineer Seal 5. Floatation i. Cello Foam (Permafloat) EPS Billets ii. Totally enclosed with high density polyethylene iii. Polyethylene shall contain UV Ray inhibitors and carbon black pigment to protect against ultraviolet deterioration iv. Impervious to petroleum products v. Heavy mounting flanges 6. Ramps and Walkways i. Ramps and walkways to be all aluminum construction arched bridge design ii. Minimum 2" tubing for frame iii. Hand and guard rails 42" high above walking surface iv. Rail to withstand 250 pound concentrated load in any direction 7. Rails on Gangway i. No rails on eyelashes ii. Gangway to have rails of three square horizontal bars of aluminum tubing with posts to mount to exterior of frame 42" high iii. Posts for rails to be no more than 10' apart on both sides of gangway - omit at entrance to eyelashes 8. Bumpers i. Black rub rail to be installed around entire dock at top corner ii. Black vinyl bumper corners required iii. Bumper stop to be included at front of slips 9. Miscellaneous i. All floating docks to include all engineering hardware, labor, delivery of any and all materials for completion of project C. Dock Options Shall Include 1. Eyelashes i. Light Towers - 30 Total - as per drawings - Hatteras LED Light with 20A GFCI - Electric only on towers ii. Fire Safety Towers - 16 Total - as per drawings - with life ring, alarm strobe light assembly 20 pound extinguisher iii. Electrical line of adequate size ran the length of the dock iv. All supplied by Contractor 2. Gangway i. Gangway to have Solar LED Gangway Lights - 180 Total ii. To be mounted maximum 10' apart on both sides of gangway total length iii. Solar light shown on Detail Sheet on Pages 12-13 D. Concrete Ramps 1. Reuse existing concrete ramps to grade on each end E. Fire Suppression 1. Each eyelash must have a Fire Department Connection (FDC) within 150' of all slips 2. The system must consist of one Class One Dry Manual Fire Standpipe 3. Fire Department Connection located at the landing 4. All pipe SCH 10 galvanized with galvanized fittings and hangers 5. Must Comply to 2018 NC Fire Code NFPA 14 6. 4' X 20' solid landing area must be located at each Fire Department Connection as shown F. Electrical 1. Power, connection, service to docks to be provided by Contractor 2. All main gangway and eyelash gangways to have electric 3. Electrical to include power to and include Duke Energy needs to supply docks from main power source. Power not furnished from Town of Lake Lure. G. General 1. Contractor will be responsible for all scrap, trash, debris removal, and landfill fees. 2. Contractor will be responsible for storage of all materials prior to construction. 3. Dock to be entirely pressure washed at end of installation of all docks. 4. No dredging or landscaping shall be done by Contractor. All dredging by Town of Lake Lure shall be done prior to construction.