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HomeMy WebLinkAboutAddendum No. 1 - complete.pdf13017 ©2013 OMS ADDENDUM NO. 1 Page ADD.1 - 1 ADDENDUM NO. 1 NEW BRANCH BANK FIRST MERCHANTS BANK CARMEL, INDIANA OMS PROJECT NO. 13017 SEPTEMBER 23, 2013 ODLE McGUIRE SHOOK 429 NORTH PENNSYLVANIA STREET, SUITE 403 INDIANAPOLIS, INDIANA 46204 Gerard J. Skibinski, AIA AR900011 TO: BIDDERS OF RECORD This Addendum changes and modifies the Bidding Documents dated September 6, 2013 and will become a part of the Contract Documents. Acknowledge receipt of this Addendum with submission of the Bid Form. This Addendum consists of: OMS Addendum No. 1 pages ADD.1-1 thru ADD.1-4, Specification Sections ADD.1-07311 – Asphalt Shingles and ADD.1-10350 – Flagpoles; and Civil & Environmental Consultants, Inc. Addendum No. 1 Drawing ADD-1-C800-1. BIDDER QUESTIONS AND RESPONSES: 1. Question: Is this a pad ready site? Response: The building pad will be provided by the Developer. 2. Question: Are the building permit and utility tap fees paid by the Owner and not to be included in the bid? Response: Building permit shall be provided by the General Contractor; tap fees shall be provided by the Owner. 3. Question: Please provide a detail for heavy duty pavement as one is not on the drawings. Response: Heavy duty pavement will be provided by the Developer – including access drive and bypass lane. 4. Question: The geo-tech report references some undercutting to be done. How is this to be addressed for bidding purposes? Response: Bid Form calls for General Contractor to provide unit cost for undercutting and haul off. Undercutting and haul off should be excluded. 5. Question: The specs reference a site enclosure fence. Is this required? Response: Provide alternate to provide temporary fencing. 13017 ©2013 OMS ADDENDUM NO. 1 Page ADD.1 - 2 6. Question: Is right-of-way entrance new or existing? Response: The entrance drive off of Retail Parkway will be provided by the Developer. 7. Question: Drawing A101 indicates neither fire alarm or fire suppression systems are required by code, however the bid package scope and cost breakdown lists these items. Does the Owner intend to install these systems even though they are not required? Response: Fire alarm and fire suppression systems are not required and will not be installed. CHANGES TO SPECIFICATIONS: 1. Section 00010 – Table of Contents A. Modify the Table of Contents as follows: 1) Add Section 07311 – Asphalt Shingles 2) Add Section 10350 – Flagpoles 3) Delete Section 12511 – Horizontal Window Blinds and Shades. 2. Section 07311 – Asphalt Shingles A. Add attached Section 07311 – Asphalt Shingles in its entirety. 3. Section 08_71_00 – Door Hardware A. Hardware Group No. 12: Revise the hardware set to include a case hardened steel shackle padlock, 2” shackle clearance height, capable of being keyed into building key system. 4. Section 09900 – Painting A. Add Paragraph 3.7E. as follows: “E. Fiberglass (EF1): 1. High Performance, Urethane Coating System: Provide two finish coats of two component urethane coating, gloss finish, over primer. a. Primer: High performance, two component, epoxy coating; min. 6 mils prime coat. 1) PPG: Amerlock 2 2) Approved equal a. First and Second Coats: High performance, two component, acrylic aliphatic urethane, high gloss; min 2-3 mils, each coat. 1) PPG: Pitthane Ultra 2) Approved equal” 13017 ©2013 OMS ADDENDUM NO. 1 Page ADD.1 - 3 5. Section 10350 – Flagpoles A. Add attached Section ADD.1-10350 – Flagpoles in its entirety. 6. Section 12511 – Horizontal Window Blinds and Shades A. Delete this Section in its entirety; window blinds will be provided by the Owner. CHANGES TO DRAWINGS: 1. Drawing C201 – Site Layout Plan A. At the drive through lanes, refer to Architectural Drawing A201 for location of bollards and associated details; quantity shall be as shown on Drawing A201. B. Revise Plan Note 14 to read as follows: “4” dia. pipe bollard; refer to Drawing A201.” 2. Drawing C800 – Site Details A. Add Heavy Duty Pavement Section per attached Drawing ADD-1-C800-1. 3. Drawing A201 – Architectural Floor Plan A. Plan Notes, Plan Note 17: Trash enclosure gate shall be equal to Ametco Manufacturing Company “Saturn Design” with min. 2” x 2” tubular, aluminum frame and infill panel of vertical, 1/2" x 4” extruded aluminum tubes, staggered on 1” centers with tubes at 4” centers for 100% screening; with two (2) min. 2” x 2” tubular, aluminum gate posts with solid cap – allow for min. 8” embedment of posts or anchor posts to masonry wall construction; 3/4" diameter slide bolt to accommodate padlock; and two (2) heavy duty steel box hinges with stainless steel pin and chrome ball bearings. Gate shall be polyester powder coated in manufacturer’s standard color as selected by Architect, 2H min. hardness per ASTM D 3363. Install per manufacturer’s recommendations. 4. Drawing A401 – Wall Sections A. Wall Sections 1, 3 and 4: 1. Gutters shall be standard 6” continuous gutters with 3”x4” downspouts for all locations. 2. Provide continuous, aluminum rake edge trim and gutter drip edge as specified in Section 07311 – Asphalt Shingles. B. Wall Section 2: 1. Provide continuous, aluminum rake edge trim as specified in Section 07311 – Asphalt Shingles. 2. Columns: Provide four (4) columns as shown on East Elevation, Detail 1 on Drawing A302; columns shall be equal to Melton Classics Incorporated, FRP Classic fiberglass column covers, Model “Scamozzi #240FRP”; column cover includes capital and base/plinth for each column. 13017 ©2013 OMS ADDENDUM NO. 1 Page ADD.1 - 4 a. Provide manufacturer’s standard “FRP column cover lap joint” to allow assembly of two column halves into a whole column. b. Provide wood blocking and stud framing on inside of column covers, anchored at head and sill of columns to meet wind loading requirements per building code; attach column cover halves to the blocking. Comply with manufacturer’s allowable tolerances for installation. c. Install and finish column covers per manufacturer’s recommendations and installation instructions. d. Apply polyester body filler (auto body type filler) to conceal seam – feather and sand as recommended by column manufacturer. e. Prep columns for painted finish; wipe down each entire column cover with wax and grease remover; sand the surface of the column cover with sandpaper as required to bond epoxy to column cover; wipe down column cover with wax and grease remover again. f. Prime the seam areas where body filler was applied with one coat of epoxy primer and then prime the entire column cover with a second coat of epoxy primer; allowing each coat to fully cure. g. Paint (spray) column covers with high performance, urethane coating system (two finish coats) as specified in Section 09900 - Painting. 3. Cast Stone manufacturer shall design, detail, and provide the cast stone soffit shown in this Wall Section including all anchors, fasteners and related components. 5. Drawing A501 – Door Details, Elevations and Schedule A. Glazing Schedule; add the following: “4. 1/4” Tempered Glass.” B. Door and Frame Elevations: Change the glazing designation to “4” in lieu of “3”; this is the same as indicated in the Window Schedule for openings 3A, 4A, 5C, and 5D. 6. Drawing A701 – Interior Details and Finish Schedule A. Refer to list of finishes, for PPT-2 provide “Florida Tile, Savannah, Plantation Beige; Size: 12” x 12”; Grout: TEC Power Grout, color to be selected from standards. END OF ADDENDUM NO. 1 13017 ©2013 OMS ASPHALT SHINGLES ADD.1-07311 - 1 SECTION 07311 - ASPHALT SHINGLES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes asphalt shingles for steep roofs, including underlayment, metal valley flashing, step flashing, drip edges, rake edges, other sheet metal work, and ridge vents. 1. Refer to Paragraph 3.4 for base bid and alternate related to waterproof underlayment. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 6 Section "Miscellaneous Carpentry" for wood blocking 2. Division 7 Section "Sheet Metal Flashing and Trim" for gutters and downspouts 1.2 SUBMITTALS A. Product data: Each type of product specified, including details of construction relative to materials, dimensions of individual components, profiles, textures, and colors. B. Samples for initial selection in form of manufacturer's sample finishes showing full range of colors and profiles available for each type of asphalt shingle indicated. 1.3 QUALITY ASSURANCE A. Fire-Test-Response Classification: Where products with a fire-test-response classification are specified, provide asphalt shingles identical to those tested according to ASTM E 108 or UL 790 and listed by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify each bundle of asphalt shingles with appropriate markings indicating fire-test-response classification of applicable testing and inspecting agency. B. Wind-Resistance-Test Characteristics: Where wind-resistant asphalt shingles are indicated, provide products identical to those tested according to ASTM D 3161 or UL 997 and passed. Identify each bundle of asphalt shingles with appropriate markings of applicable testing and inspecting agency. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's unopened bundles or containers with labels intact. B. Handle and store materials at Project site to prevent water damage, staining, or other physical damage. Store roll goods on end. Comply with manufacturer's recommendations for job-site storage, handling, and protection. 1.5 PROJECT CONDITIONS A. Weather Limitations: Proceed with installing asphalt shingles only when existing and forecasted weather conditions will permit work to be performed according to manufacturers' recommendations and warranty requirements, and when substrate is completely dry. 13017 ©2013 OMS ASPHALT SHINGLES ADD.1-07311 - 2 1.6 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of Contract Documents. B. Special Warranty: Submit a written warranty signed by manufacturer agreeing to repair or replace asphalt shingles that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, deformation or deterioration of asphalt shingles beyond normal weathering, failure to self-seal and leakage. 1. Warranty Period: Manufacturer's standard but not less than 25 years after date of Substantial Completion. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels clearly describing contents. 1. Furnish 1 square coverage of asphalt shingles, identical to those to be installed, in unbroken bundles. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Shingles: Design Standard: GAF Timberline Ultra High Definition Shingles. a. CertainTeed Corporation b. GAF Materials Corporation c. Owens-Corning d. Tamko Roofing Products, Inc. 2. Ridge Vents: a. Ridge Filter Shinglevent; Air Vent, Inc. b. Ridge Filtervent; Air Vent, Inc. (for Class A) c. Cobra Ridge Vent; GAF Materials Corporation d. Roll Vent; Obdyke: Benjamin Obdyke, Inc. e. Trimline; Trimline Roof Ventilation Systems f. Shingle manufacturer’s proprietary ridge vent complying with Paragraph 2.4B. 3. Vapor Barrier/Waterproof Underlayment: a. WinterGuard; CertainTeed Corporation b. Ice and Water Shield; Grace Construction Products c. Miradri WIP200; Mirafi d. Polyguard Deck Guard; Polyguard Products, Inc. e. QSC-707; Quaker Construction Products, Inc. f. Moisture Guard; Tamko Roofing Products, Inc. 13017 ©2013 OMS ASPHALT SHINGLES ADD.1-07311 - 3 2.2 ASPHALT SHINGLES A. Colors, Blends, and Patterns: Where manufacturer's standard products are indicated, provide asphalt shingles with following requirements: 1. Provide Architect's selections from manufacturer's full range of colors, textures, and patterns for asphalt shingles of type indicated. B. Three-Dimensional, Fiberglass, Laminated Strip Shingles: Mineral-surfaced, self-sealing, laminated, multi-ply overlay construction, fiberglass-based, strip asphalt shingles, complying with both ASTM D 3018, Type I, and ASTM D 3462. Provide shingles with a Class A fire- test-response classification that pass the wind-resistance-test requirements of ASTM D 3161. 1. Fungus Resistant: Provide shingles that have been surface treated to remain free of fungus and algae growth, which adversely affects the appearance of the roof, for at least 5 years. C. Hip and Ridge Shingles: Manufacturer's standard, factory-precut units to match asphalt shingles or job-fabricated units cut from actual asphalt shingles used as recommended by asphalt shingle manufacturer. 2.3 METAL TRIM AND FLASHING A. Sheet Metal Materials: Furnish following sheet metal materials: 1. Aluminum Sheets: ASTM B 209, alloy 3003 H14 with mill finish, minimum 0.024 inch thick, unless otherwise indicated. B. Metal Drip Edge: Brake-formed, aluminum with at least a 2-inch roof deck flange and a 1- 1/2-inch fascia flange with a 3/8-inch drip at lower edge. Furnish following material in lengths of 8 or 10 feet. C. Metal Flashing: Aluminum, job-cut to sizes and configurations required. D. Open-Valley Metal Flashing: Preformed, aluminum sheets, inverted "V" profile at center of valley and extending at least 9 inches in each direction from centerline of valley. Allow for proper trimming of valley shingles to a taper of 1 inch for each 8 feet of valley (maximum 6 inches space between valley shingles at ridge). Form 1/2 inch hem at edges and provide cleats at 12 inches on centers. Similar to SMACNA Figure 4-9. E. Vent Pipe Flashing: Lead conforming to ASTM B 749, Type L51121, at least 1/16 inch thick, unless otherwise indicated. Provide lead sleeve sized to slip over and turn down into pipe, soldered to skirt at slope of roof extending at least 4 inches from pipe onto roof. 2.4 ACCESSORIES A. Felt Underlayment: Type II, 36-inch-wide, asphalt-saturated organic felt, complying with ASTM D 226 (No. 30) or ASTM D 4869. B. Ridge Vent: High-density polypropylene, nonwoven modified polyester, or other UV- stabilized plastic designed to be installed under asphalt shingles at ridge. C. Asphalt Plastic Cement: Nonasbestos fibrated asphalt cement, complying with ASTM D 4586. D. Nails: Hot-dip galvanized steel, 0.120-inch-diameter barbed shank, sharp-pointed, conventional roofing nails with a minimum 3/8-inch-diameter head and of sufficient length to penetrate 3/4 inch into solid decking or at least 1/8 inch through plywood sheathing. 13017 ©2013 OMS ASPHALT SHINGLES ADD.1-07311 - 4 1. Where nails are in contact with flashing, prevent galvanic action by providing nails made from same metal as flashing. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrate for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of asphalt shingles. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. Cover knotholes or other minor voids in substrate with sheet metal flashing secured with noncorrosive roofing nails. B. Coordinate installation with flashings and other adjoining work to ensure proper sequencing. Do not install roofing materials until all vent stacks and other penetrations through roof sheathing have been installed and are securely fastened against movement. 3.3 INSTALLATION, GENERAL A. Comply with manufacturer's instructions and recommendations, but not less than those recommended by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual." B. Flashing: Install metal flashing and trim as indicated and according to details and recommendations of the "Asphalt Roofing" section of "The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual." 3.4 INSTALLATION OF UNDERLAYMENT A. Base Bid: Install waterproof underlayment over entire roof and cover (protect) the ridge temporarily to keep vented space dry until ridge vent installation is completed. B. Alternate Bid: 1. Apply waterproof underlayment at eaves. Cover deck from eaves to at least 36 inches inside interior face of exterior wall line. 2. In addition to eaves, apply waterproof underlayment at hips, unvented ridges, at intersections of slope and vertical surfaces. 3. Waterproof Underlayment at Valleys: Center a 36 inches wide sheet of waterproof underlayment (vapor barrier material) in valley and secure with nails to hold in place until asphalt shingles are installed. Lap felt underlayment over valley waterproof underlayment. 3.5 INSTALLATION OF SHINGLES A. General: Comply with manufacturer's instructions and recommendations, but not less than those recommended by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual." 1. Fasten asphalt shingles to roof sheathing with six (6) nails; 5-5/8 inches from butt edge with 5 inches exposure. No nail shall be closer than 1 inch from edge of a 13017 ©2013 OMS ASPHALT SHINGLES ADD.1-07311 - 5 shingle or from edge of cut-out, for three-tab shingles. Start fastening from end nearest shingle just laid and proceed across. a. Drive nails straight, perpendicular to roof surface, and flush with shingle surface. If a fastener is canted, overdriven, or does not penetrate decking properly, remove fastener, repair hole in shingle with asphalt plastic cement and place another nail nearby. If necessary, replace entire shingle. 2. If seal-down adhesive interferes with proper nailing of shingles, submit a certified written waiver of this condition from shingle manufacturer, or reject all shingles with this condition. Nails in adhesive without a written waiver will not be accepted. B. Felt Underlayment: Apply 1 layer of felt underlayment, parallel to the eave, over entire surface to receive asphalt shingles, lapping succeeding courses a minimum of 2 inches, end laps a minimum of 4 inches, and hips and valleys a minimum of 6 inches. Fasten felt with sufficient number of roofing nails to hold underlayment in place until asphalt shingle installation. 1. Should this original felt weather, and become wrinkled, cut-out wrinkles so felt will lay flat, and provide an additional layer of #15 felt over entire area, or remove weathered and wrinkled felt and provide new felt. Lay felt underlayment flat and water tight, in "shingle fashion" with horizontal laps made to shed water without leaking. 2. Apply felt underlayment over waterproof underlayment. C. Metal Open Valleys: Comply with ARMA and NRCA recommendations. Install a second felt underlayment, shingle lapped at least 12 inches, and sealed with plastic asphalt cement. Install a metal valley, shingle lapped at least 9 inches, and sealed with sealant. Secure with cleats at 12 inches on center, each side. D. Flashing: Install metal flashing and trim as indicated and according to details and recommendations of the "Asphalt Roofing" section of "The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual." E. Install asphalt shingles, beginning at roof's lower edge, with a starter strip of asphalt shingles with tabs removed. Adhere starter strip to eave edge with adhesive. Install asphalt shingles with five (5) inches weather exposure pattern; use six (6) fasteners per shingle as recommended by manufacturer for "high wind area". Use vertical and horizontal chalk lines to ensure straight coursing. 1. Lay shingles horizontally or "diagonal" pattern, not vertically or "racked", not more than six (6) courses high, from not less than three bundles, alternately, in each course. Color variation in roof, or "zebra stripe", is not acceptable. a. Plan diagram: (Letters indicate bundles from which shingles are taken.) C A B C A B C A B C A A B C A B C A C A B C A B C A B C A B C A B C A A B C A B C A B C A b. After completing 6 courses, snap lines, and complete another 6 courses, continuing in this manner until roof is completed. 2. Cut and fit asphalt shingles at ridges and edges to provide maximum weather protection. Provide same weather exposure at ridges and hips as specified for roof. Lap asphalt shingles at ridges to shed water away from direction of prevailing wind. 3. Use fasteners at ridges of sufficient length to penetrate shingles, ridge vent, if any, and sheathing as specified. 4. Pattern: Six (6) inch offset at succeeding courses or as recommended by shingle manufacturer. 13017 ©2013 OMS ASPHALT SHINGLES ADD.1-07311 - 6 F. Ridge Vents: Install ridge vents according to manufacturer's instructions and cover with asphalt shingles. 3.6 ADJUSTING A. Replace damaged materials installed under this Section with new materials that meet specified requirements. END OF SECTION 07311 13017 ©2013 OMS FLAGPOLES ADD.1-10350 - 1 SECTION 10350 - FLAGPOLES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes: 1. Aluminum ground set, fixed, cone tapered flagpole and flag. 1.2 SUBMITTALS A. Product data and installation instructions for each type of flagpole required. 1.3 QUALITY ASSURANCE A. Manufacturing Standards: Provide each flagpole as a complete unit produced by a single manufacturer, including fittings, accessories, bases, and anchorage devices. B. Design Criteria: Provide flagpoles and installations constructed to withstand a 90 mph wind velocity minimum when flying flag of appropriate size. Use heavy pipe sizes if required for flagpole type and height shown. C. Pole Construction: Construct pole and ship to site in one piece. 1.4 DELIVERY, STORAGE, AND HANDLING A. General: Spiral wrap flagpoles with heavy kraft paper or other weather tight wrapping and prepare for shipment in hard fiber tube or other protective container. B. Deliver flagpoles and accessories completely identified for installation procedure. Handle and store flagpoles to prevent damage or soiling. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide products by one of the following: 1. American Flagpole Div. of Kearney-National, Inc. 2. Baartol Co., Inc. 3. Concord Industries, Inc.. 4. Eder Flag Manufacturing Co., Inc. 5. Acme/Lingo, Inc. 2.2 FLAGPOLE MATERIAL A. Aluminum Flagpoles: Fabricate from seamless extruded tubing complying with ASTM B 241, alloy 6063-T6, having a minimum wall thickness of 3/16 inch (0.1875 inch), tensile strength not less than 30,000 psi, and a yield point of 25,000 psi. Heat-treat and age-harden after fabrication. 13017 ©2013 OMS FLAGPOLES ADD.1-10350 - 2 1. Provide cone tapered aluminum flagpole, 6” butt diameter, 3 ½” top diameter. 2. Length: 25 feet above ground, 28’-0” total height. 2.3 FLAGPOLE MOUNTING A. Provide manufacturer's standard base system for type of flagpole installation required. B. Foundation Tube: For ground set flagpoles, provide 16 gage minimum galvanized corrugated steel tube, or 12 gauge rolled steel tube, sized to suit flagpole and installation. Furnish complete with welded steel bottom base and support plate, lightning ground spike, and steel centering wedges, all welded construction. Provide loose hardwood wedges at top for plumbing pole after erection. Galvanize steel parts after assembly, including foundation tube. 1. Provide manufacturer's standard spun aluminum collar, finished to match flagpole. 2.4 SHAFT FINISH A. General: Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. B. Aluminum: Finish designations prefixed by "AA" conform to the Aluminum Association system for designating aluminum finishes. Provide fine, directional, medium satin polish (AA-M32), finished as follows: 1. Natural clear anodized finish complying with AA-C22A41, Class I (0.7 mil). 2.5 FITTINGS A. Finial Ball: Manufacturer's standard flush seam ball. 1. 6” diameter, 14-gage spun aluminum finished to match pole shaft. B. Truck: Ball bearing, non-fouling, revolving, single truck assembly of cast metal finished to match pole shaft. C. Cleats: One 9 inch cast metal cleat with fasteners, finished to match pole shaft. D. Halyards: Provide one continuous halyard, as follows: 1. Braided nylon with metal core. 2. Size: 5/16 inch (No. 10). E. Halyard Flag Snaps: Provide four swivel snaps spaced for two flags per halyard, as follows: 1. Chromium plated bronze. F. Flags: 100% polyester with embroidered stars and sewn stripes on American flag. Flags shall be manufactured specifically for outdoor use. 1. American Flag: 5’ x 8’. 13017 ©2013 OMS FLAGPOLES ADD.1-10350 - 3 PART 3 - EXECUTION 3.1 PREPARATION FOR GROUND-SET POLES A. Excavation: Excavate for foundation to neat clean lines in undisturbed soil. Provide forms where required due to unstable soil conditions. Remove wood, loose soil, rubbish, and other foreign matter from excavation; and moisten earth before placing concrete. Back fill open excavation after concreting with original excavated material. B. Concrete: Provide Class "E" concrete, refer to Division 3. C. Place concrete immediately after mixing. Consolidate concrete in place by use of vibrators. Moist cure exposed concrete for not less than 7 days, or use a non-staining curing compound in cold weather. D. Finish trowel exposed concrete surfaces to smooth, dense surface. Provide positive slope for water runoff to base perimeter. 3.2 FLAGPOLE INSTALLATION A. General: Prepare and install flagpoles where shown and in compliance with manufacturer's instructions. 1. Provide positive lightning ground for each flagpole installation. 2. Paint below grade portions of ground set flagpole with heavy coat of bituminous paint. 3. Fill void between foundation tube and pole with "dry" sand (sand must be absolutely dry) and seal top between pole and concrete with silicone sealant, watertight. B. Flag: Deliver flag to Owner. END OF SECTION 10350 NOT TO SCALE HEAVY DUTY ASPHALT PAVEMENT SECTION