Revised Attachment C
GOVERNMENT OF THE VIRGIN ISLANDS DEPARTMENT OF EDUCATION ADDENDUM 3 Renovation of the Wheatley 9th Grade Center of Charlotte Amalie High School in St. Thomas/ St. John School District REVISED ATTACHMENT "C" - SITE MAP AND RFP PLANS FENCING SPECIFICATIONS US Virgin Islands March 8, 2020 WHEATL EY BUILDI NG MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT US Virgin Islands makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map. Geometry updated 06/2018 Data updated 06/2018 1" = 200 ft REVISED ATTACHMENT C - SITE MAP AND RFP PLANS (Page 1) MODULAR 3 MODULAR 2 MODULAR 1 MAIN BUILDING ANNEX WHITE BOX BUILDING LEGEND NEW 2X6 WOOD STUD WALL NEW SOLID PANEL OPERABLE WALL SYSTEM NEW GLASS PANEL OPERABLE WALL SYSTEM EXISTING CMU/CONCRETE WALL EXISTING CONCRETE COLUMN GLASS PANELS, SIZES VARY 66’ 40’ 6’ 60’ 66’ 40’ 40’ 46’ RALPH O. WHEATLEY SKILLS CENTER RENOVATIONS GROUND FLOOR PLAN—RENOVATION APPROX. SCALE: 1” = 25’ NOTES 1. …
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GOVERNMENT OF THE VIRGIN ISLANDS DEPARTMENT OF EDUCATION ADDENDUM 3 Renovation of the Wheatley 9th Grade Center of Charlotte Amalie High School in St. Thomas/ St. John School District REVISED ATTACHMENT "C" - SITE MAP AND RFP PLANS FENCING SPECIFICATIONS US Virgin Islands March 8, 2020 WHEATL EY BUILDI NG MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT US Virgin Islands makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map. Geometry updated 06/2018 Data updated 06/2018 1" = 200 ft REVISED ATTACHMENT C - SITE MAP AND RFP PLANS (Page 1) MODULAR 3 MODULAR 2 MODULAR 1 MAIN BUILDING ANNEX WHITE BOX BUILDING LEGEND NEW 2X6 WOOD STUD WALL NEW SOLID PANEL OPERABLE WALL SYSTEM NEW GLASS PANEL OPERABLE WALL SYSTEM EXISTING CMU/CONCRETE WALL EXISTING CONCRETE COLUMN GLASS PANELS, SIZES VARY 66’ 40’ 6’ 60’ 66’ 40’ 40’ 46’ RALPH O. WHEATLEY SKILLS CENTER RENOVATIONS GROUND FLOOR PLAN—RENOVATION APPROX. SCALE: 1” = 25’ NOTES 1. THIS RENOVATION PLAN IS TO BE USED FOR REFERENCE ONLY AND DOES NOT ILLUSTRATE ALL NEW WORK TO BE PERFORMED. ACTUAL SCOPE OF NEW WORK IS CON- TAINED IN THE ITEMIZED BID SHEET. SCIENCE 680 SF SCIENCE 680 SF SCIENCE 550 SF SCIENCE 680 SF ROOM 1 520 SF ROOM 2 520 SF ROOM 3 520 SF ROOM 4 600 SF LEARNING COMMONS 1660 SF GIRLS BATHROOM B B TEACHER WORK- SPACE BOYS BATHROOM STO. STO A/C ATTACHMENT C - SITE MAP AND RFP PLANS (Page 2) LEGEND WOOD WALL TO BE REMOVED CMU WALL TO BE REMOVED CMU/CONCRETE WALL TO REMAIN CONCRETE COLUMN TO REMAIN 66’ 40’ 6’ 60’ 60’ 6’ 40’ 40’ 46’ ~20’ TYP. RALPH O. WHEATLEY SKILLS CENTER RENOVATIONS GROUND FLOOR PLAN—DEMOLITION APPROX. SCALE: 1” = 25’ NOTES 1. THIS DEMOLITION PLAN IS TO BE USED FOR REFERENCE ONLY AND DOES NOT REPRESENT ALL ITEMS TO BE DEMOLISHED. ACTUAL SCOPE OF DEMOLITION WORK IS CONTAINED IN THE ITEMIZED BID SHEET. 2. SAWCUT AND REMOVE APPROX. 6’ WIDE X 7’ HIGH OPENING IN CONCRETE/CMU WALLS - 3 LOCATIONS. 3. SEE ITEMIZED BID SHEET FOR COMPLETE SCOPE OF DEMOLITION WORK. 4. DIMENSIONS SHOWN ARE APPROXIMATE. NOTE 2. ATTACHMENT C - SITE MAP AND RFP PLANS (Page 3) FENCING SPECIFICATIONS CONSTRUCTION SPECIFICATION CS 91, CHAIN LINK FENCE 1. SCOPE The work consists of furnishing and installing chain link fencing complete with all posts, braces, gates, and all other appurtenances. 2. MATERIAL The material for the chain link fence shall be as follows: Galvanized Chain link fence fabric shall conform to the requirements of ASTM A 392, 2-inch mesh and 9-gauge galvanized steel wire. Zinc coating shall be class 2. Posts and fence framework shall conform to the requirements of ASTM F 1043 Group 1A, for Heavy Industrial Fence or equal. Coatings shall be a Type A galvanized coating for internal and external surfaces. Steel pipe posts shall conform to the requirements of ASTM F 1043 and F 1083 or equal. Fence fittings shall conform to the requirements of ASTM F 626. Fittings shall be galvanized steel. Wire ties and clips shall be 9-gauge. Gates, gateposts, and gate accessories shall conform to the requirements of ASTM F 900. Coating shall be the same as selected for adjoining fence and framework. Chain link fence fabric shall conform to the requirements of ASTM F 668 for class 2a or 2b, 2-inch mesh, and 9-gauge galvanized steel wire. Posts and fence framework shall conform to the requirements of ASTM F 1043 Group 1A, for Heavy Industrial Fence or equal. Coatings shall be a type A galvanized coating for internal and external. Fence fittings shall conform to the requirements of ASTM F 626. Fittings shall be galvanized steel. Virgin Islands Department of Education Fencing Specifications Any damage to the clear polymer coating shall be repaired in accordance with the manufacturer's recommendations, or the damaged fencing material shall be replaced. The contractor shall provide the engineer a copy of the manufacturer's recommended repair procedure and materials before correcting damaged coatings. 3. INSTALLING FENCE POSTS Unless otherwise specified, line posts shall be placed at intervals of 10 feet measured from center to center of adjacent posts. In determining the post spacing, measurement is made parallel with the ground surface. Posts shall be set in concrete backfill in 12 diameter by 18 in. deep concrete 2,500 psi set in the tops of concrete sidewalks or walls. Posts set in the tops of concrete sidewalks or walls shall be attached with 4 bolts grouted into preformed holes to a depth of 4 inches. All corner posts, end posts, gateposts, and pull posts shall be embedded, braced, and trussed in accordance with appropriate industry practice. 4. INSTALLING WIRE FABRIC Fencing fabric shall not be stretched until at least 2 days after the posts are grouted into sidewalks or walls or 2 days after the posts are set in the concrete backfill. Fencing fabric shall be installed on the side of the posts facing outward or as designated on the drawings. The fabric shall be stretched taut and securely fastened, by means of tie clips, to the posts at intervals not exceeding 15 inches and to the top rails or tension wires at intervals not exceeding 2 feet. Care shall be taken to equalize the fabric tension on each side of each post. 5. MEASUREMENT AND PAYMENT The length of fence is measured to the nearest 0.1 foot along the fence, including gates. Payment is made at the contract unit price for the specified height of fence. Such payment constitutes full compensation for all labor, material, equipment, and all other items necessary and incidental to the completion of the work. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 6 of this specification.