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24D-070 (11)
s 4W from both the floor and the ceiling. S. Unless otherwise noted, all furring shall extend from floor to a minimum of 4" above the ceiling line. 6. Furring shall be mitered around all openings in masonry or concrete surfaces. '■,. Follow the manufacturer's directions for mitering. M. Provide for vertical control joints in all gypsum wallboard surfaces where a straight run exceeds thirty (301 ) feet. N. Remove all trash, rubbish, debris, etc. from the job daily. !* O. The Contractor shall submit connection details for all stud work that is to be suspended from the roof structure prior to installation for the Architect's and Engineer's review. a� END OF SECTION M No on ON *a ON s sA on 40 No 4 Metal Studs & Light Gage Framing - 5B-3 ME damage, stain, and defacement. H. Holes, openings, blocking, and reinforcing required to accommodate items which the drawings indicate are to penetrate or be supported by the wallboard construction shall be provided under this section of the specification. I. Electrical panels, cabinets, etc. which are to be fastened into the wall and .� shelf brackets and similar items which may exert transverse or bending forces on the wall, shall be backed inside the wall by a steel stud, or by a horizontal 16 gauge steel channel or 2x wood member extending between two studs and securely fastened to each. The reinforcing member shall be capable of withstanding the loads to which they may be expected to be subjected. Such forces shall be assumed to be not less than 300 lbs. applied in both the vertical and horizontal direction. J. Location of holes and required blocking and back-up members shall be .•� coordinated with sub-contractors for other trades involved. R. Openings, chases, slots, etc. , for mechanical and electrical work shall be neatly and accurately cut in studs and wallboard. Such openings, and fittings, boxes, etc. , which require it shall be properly reinforced and supported. L. Provide adequate bracing in walls to support handrails,grab bars, etc. 3.2 EXTERIOR FRAMING: w A. See also the structural drawings for details and further requirements. B. Provide welding where shown. 3.3 INTERIOR FRAMING: A. Steel stud partition shall be carried full height from the floor to the underside of the slab or deck above, unless specifically shown otherwise. B. Partitions running at an angle to beams, steel joists and other objects extending down from the slab or deck above, shall be carried between such objects. C. Where a partition runs directly below and parallel to a steel joist, the steel joist shall be furred so that gypsum board can applied to both sides of the joist. D. Floor and ceiling tracks shall be accurately aligned according to partition layout and securely fastened using approved fasteners at no more than 2'-0" O.C. E. Studs shall be spaced at 1'-4" o.c. , except at walls used to support wall cabinets or other wall mounted equipment where spacing shall be reduced to 1'-0" o.c. and secured in place. F. Tracks shall be used at the top of all doors and also above and below all borrowed light frames. G. All studs shall be secured to both the top and bottom tracks. H. All door frames shall have metal or wood stud reinforcing. 1. If metal stud reinforcing is used, it shall consist of two (2) 20 gauge studs, full height, next to the jamb anchor clip. 2. If wood stud reinforcing is used, it shall consist of one (1) fire retardant treated wood stud, full height, next to the jamb anchor clip. 3. Doors over 4'-0" wide shall have both the double 20 gauge metal stud and the wood stud reinforcing. I. Install reinforcing plates for all wall mounted objects, where shown on the drawings. Secure to steel studs with 1 1/4" drywall screws. J. Carefully coordinate the work of this section with that of Section 6A - Rough .� Carpentry to facilitate installation of all required blocking, etc. R. Carefully coordinate the work of this section with that of all other trades in the location and installation of their work. Provide all necessary bridging, bracing, etc. L. Attach metal furring channels vertically or horizontally spaced at 2'-0" o.c. to masonry or concrete surfaces as called for on the Drawings. 1. Channels shall be attached by power driven fastener, hammer set or concrete stub nails, at 2 '-0" o.c. on opposite flanges. 2. Nest channels 8" minimum at all splices and secure with two (2) fasteners in each flange. 3. If channels are placed vertically, attach a horizontal channel between each vertical channel at 4" above the floor. 4. If channels are positioned horizontally, place a channel at no more than 4" Metal Studs & Light Gage Framing - 5B-2 '"'" se SECTION 5B METAL STUDS & LIGHT GAGE FRAMING PART 1: GENERAL ea 1.1 SCOPE: Furnish and install all metal stud and light gage framing as indicated and/or herein specified, including but not limited to the following: A. Interior walls, fascias and ceiling drop walls. ** B. Furring channels at exterior wall. C. Light gage framing at the front canopy. D. Suspended drywall ceiling framing. E. Exterior wall framing. F. Any other locations or work as shown on the drawings or required to provide a completed job. �.r PART 2: PRODUCTS 2.1 MATERIALS: essa A. All metal studs, accessories, components, etc. , shall be by "United States Gypsum", "Dale/Incor" or approved equal, unless otherwise noted. B. Metal framing for front canopy main rafters shall be 16 gauge x 8" members. C. Metal framing for front canopy ceiling joists shall be 16 gauge x 6" members. D. Other front canopy framing shall be 20 gauge in various sizes, unless otherwise noted on the structural drawings. E. Studs for exterior walls shall be 20 gauge (unless otherwise noted) , sized in accordance with the drawings. Provide top and bottom runners of the same gauge. F. Studs for interior walls shall be 20 gauge (unless otherwise noted) , sized in accordance with the drawings. Provide top and bottom runners of the same gauge. G. Channels for bridging of studs shall be 16 gauge. ON H. Furring channels for interior work shall be hat-type design 25 gauge minimum by 7/8" high. I. Screws for installation of the various systems shall be the type recommended by the manufacturer, sized as required. �• J. Steel joist stiffeners shall be 2" x 2" x 3/16" steel angle welded to the top & bottom chord of the joist. 4" PART 3: EXECUTION 3.1 INSTALLATION, GENERAL: aW A. Materials shall be stored and handled carefully, to avoid damage, and shall be stored inside the building. B. Work shall be fully coordinated with other trades affected, particularly with gypsum drywall, insulation, mechanical, and electrical work. 40 C. Tracks and studs shall be firmly secured to the floor, ceiling, and wall construction. Fastening into concrete or masonry shall not chip, spall, or otherwise unnecessarily mar the substrate materials. Such fastenings shall be the minimum number possible to provide a secure and satisfactory installation. on Fasteners shall be spaced in a uniform pattern. D. Track shall be fastened to wall, ceiling, or floor with power-driven fasteners or concrete stub nails. Fasteners for channels shall be driven at 24 inches o.c., in alternate flanges. E. Studs shall be spaced as shown on the drawings, not more than 1611o.c. Studs adjacent to door frames, at wall intersections and at corners shall be secured with drywall screws through track and stud. me F. Bracing studs shall be used at door jamb and at end of wall where not fastened to a cross-wall or partition. Bracing stud shall extend from floor to ceiling track at doors, and to structural framing or sub-framing members at unsupported door jamb. The drawings are diagrammatic and do not always indicate such studs ! * where required. Where necessary to obtain a rigid, solid partition, additional diagonal or lateral bracing shall be provided above ceiling. G. Completed work of this and other trades shall be properly protected from es Metal Studs & Light Gage Framing - 5B-1 ee 33" above the finished floor. e Y. Steel Pan Stairs: Shall be complete with steel handrail assemblies, all related steel structure, all required anchorage, all sheet steel stair and platforms pans, and all other related items required for complete installation. Design shall conform to NAAMM standards. Z. Work shall be erected square, plumb, and true, accurately fitted, with tight joints and intersections, rigidly braced and secured to surrounding construction, and tight and free of rattle, vibration, and noticeable deflection +* after installation. AA. Steel Work at Elevator: Provide steel sill angles, guide rail brackets, open- grating hoistway vents and pit ladder to conform to elevator shop drawings. BB. Miscellaneous Items: Include all other miscellaneous metal items required by the various trades, but not specifically listed above, such as miscellaneous clip angles, miscellaneous steel bracketing, and other miscellaneous metal items reasonably inferred or necessary for the completion of the Work. A.w CC. All composite shear studs shall be installed in strict conformance with the manufacturer's written instructions. 4W END OF SECTION w 4W ww 4W so w ee Structural Steel & Miscellaneous Iron - 5A-5 masonry. Anchor bolts for fastening metalwork and wood to concrete and masonry shall be hooked at one end. Column anchor bolts shall be ASTM A-307 steel in new �*► foundations and "Chem-Studs" by "The Rawl Plug Co." in existing concrete work. E. Drifting may be used only to bring together the several parts. Drifting shall not be used in any manner that will distort or damage the metal. F. The use of a gas cutting torch in the field for correcting fabrication errors will not be permitted on any major member in the structural framing. Its uses will be permitted on minor members when the member is not under stress. G. Connections for all main members shall be by high strength bolts, unless � otherwise noted. H. All framed beam connections shall be made using double web angles, unless otherwise noted on the Drawings. I. As erection progresses all field welds, bolted connections and spots where dW the shop applied primer has been injured shall be primed with a primer to match the shop primer. J. Bridging of steel joists shall be in accordance with the SJI Specifications. K. Holes shall not be made or enlarged by burning. L. All joists shall be set to the elevations and spacing shown on the approved shop drawings with the appropriate end supports, bridging and end anchorage. M. Each joist resting on Steel supports, shall be welded or bolted to each support as required by the SJI Specifications. N. All roof joists shall be anchored down to resist uplift forces in accordance with SJI standard specifications. O. The joists shall be permanently fastened to supports and all bridging and anchors completely installed before any construction loads (other than workmen) are placed on the joists. P. The steel decking shall be installed in straight and continuous runs as are practicable, with ribs at right angles to the supporting members and shall be �. continuous over at least three (3) supports. End laps shall occur over bearing points only. End laps shall be not less than six (6) inches. All deck units shall be secured to their supports by welding as noted on the Drawings. In all cases, roof deck units shall be anchored in accordance with the supporting framework in a manner to resist 30 PSF gross uplift forces, minimum, or as required by local code restrictions. Q. Welded deck connections to steel supports shall be by fusion type welds as prescribed by the AWS. The sizes, spacing and welding sequence shall be as recommended by the deck manufacturer, but must not be less than that noted on the drawings. Welding shall be indicated on the approved erection layouts or shop drawings. Side joints shall be mechanically fastened, or welded; the type and , spacing of fasteners shall be as noted on the drawings. Fasten accessories to deck by welding or by self-tapping sheet metal screws. R. Openings for stacks, pipes, sumps, roof drains, ventilators, scuttles, and any other projections through the roof shall be cut and fitted neatly and shall be reinforced as necessary for rigidity and load carrying capacity. Openings larger than four square feet shall be pre-determined and indicated on the shop drawings. S. Ladders for access to roof hatches, indirect waste pit, roof to roof access and elevator pit shall be fabricated 18" wide with 3" x 3/8" side rails and 3/4" .�. diameter rungs at 1'-0" o.c. and shall be equipped with wall, floor anchors as required. Ladder shall be in conformance with OSHA rules and regulations. T. Pipe rails shall be 1 1/2" diameter steel pipe. All exterior rails shall be ,.. hot dipped galvanized after fabrication. All welds shall be ground smooth prior to galvanizing and/or painting. Provide pipe sleeves at docks where shown. U. Provide angle stiffeners (3" x 3" x 3/16" minimum size) in partitions under Video Center Window, below Meat Cutting Room Window, Deli Divider Wall, below ° Front Mezzanine Windows, Video Knee Wall and other free standing low partitions. V. Furnish and install 2" x 2" x 1/8" stainless steel corner guards at all outside corners in rooms finished with "GlasBord". W. Provide and install miscellaneous pipe sleeves for utilities and generator muffler piping thru exterior wall, for mechanical connections to Owner's case work and all other equipment. X. Provide and install one (1) 54" long rail and one (1) 42" long rail at each -, handicapped toilet stall. Rails shall be 1 1/4" diameter, type 304, 18 ga. non-slip stainless steel, by "Bobrick" or "Bradley". Rails shall be mounted at Structural Steel & Miscellaneous Iron - 5A-4 erection seats and attachments, and provide leveling plates, anchor bolts, and wall bearing plates. Conform to Table 1 - Framed Beam Connection in the AISC Manual, and for all beam connections. Detail to develop the full design strength of the member. See drawings for additional information. B. Columns shall be straight and free from bow or twist, with bearing ends at right angles to the columns axis. Shop weld all cap and base plates. Provide 1/4" thick leveling plates matching column bases for all columns and beams resting on masonry or concrete. om C. Any refabrication or corrective measures necessary to accomplish proper fit shall not be undertaken without the express approval of the Architect. D. Steel joists shall be open web K-Series or LH-Series as noted on plan. All top and bottom chords and bearing members shall be double-angles. so E. Lower chords of all joists shall be extended and attached on all column lines for structural rigidity and as otherwise noted on the drawings. Where ceilings occur directly below underslung-type joists, ceiling extension shall be provided, or the lower chord member extended. F. All exposed welded joints shall be ground smooth. G. Galvanizing: All ferrous metal under this Section for exterior use (including lintels in exterior masonry walls), in addition to interior items so specified, .� shall be hot-dip galvanized, ASTM A123 and then hot-phosphate treated, SSPC-PT4-53T. Treatment shall be after fabrication. H. Reinforce joists at brace support points and other locations of concentrated loads. Care shall be taken to avoid damaging the joists during welding asp operations. 2.3 PAINTING: A. All structural steel and steel joists, except as hereinafter noted, shall be thoroughly cleaned and dry, and shall given one shop coat of primer. B. Surfaces of steel which are to be encased in concrete shall not be painted. C. All connection portions of structural steel to be field welded shall receive one shop coat of linseed oil. D. After erection, retouch all portions of the shop coat that have been chipped or damaged during erection, and all field welds and connections, with the same paint used for the shop coat. E. Contact surfaces of all joints where high strength bolts are to be used shall be cleaned by effective means before assembly, but not painted. F. Shop paint may be applied by brush or spray. Do not thin paint more than 5 percent when brushes are used, nor more than 10 percent when spray methods are used. G. Galvanized items shall receive a shop coat of rust inhibitive primer. a� PART 3: EXECUTION 3.1 GENERAL: .w A. The steel erector shall provide and install all temporary bracing needed to hold the frame in a square position until the masonry shear walls are constructed and anchored to the frame. The erector shall remove all temporary bracing as soon as possible, once it is no longer needed. 0 B. Welding shall be done by certified welders using E70XX electrodes. 3.2 ERECTION AND INSTALLATION: 4W A. Work shall be made and erected square, plumb, straight and true, accurately fitted and with tight joints and intersections. Work shall be adequately reinforced and anchored in place. Exposed work shall be finished smooth, with ww even, close joints and neat connections, unless otherwise indicated. B. All metal to metal jointing of exterior work, where necessary, shall be caulked and made water and weathertight. C. Fabricator shall be responsible for location and level of all work of this ■. Section, except such parts as may be delivered to others and set by them. In such cases, fabricator shall assist others in properly locating said parts. D. Bolts and Anchors: Provide bolts for fastening wood to metalwork, concrete and 40 Structural Steel & Miscellaneous Iron - 5A-3 No L. Steel pan stairs, including channel stringers, handrails, etc. M. Roof hatches and floor access hatch for indirect waste pit. .w N. Channels for loading dock edges. O. Roof support steel for condenser racks, refrigeration penthouses and HVAC equipment. P. Louvers, frames, lintels, guard rails, loading dock and stair railings and 400 other miscellaneous iron work. Q. Guard posts and bumpers. R. Angle iron and channel exterior door frames and sill angles. op S. Ladders, ship's type and vertical type. T. Safety chains at indirect waste pit, sprinkler valves and elsewhere. U. Canopy framing. V. Shop drawings and approvals of same. •® W. Roof steel to support roll-in dairy canopies. B. Aluminum cove bases - (furnished by Stop & Shop) . Y. Channel iron frames for interior double acting doors and louvers. Z. Stainless steel corner guards and pipe sleeves. MR AA. Angle iron frames and steel cover plates for refrigeration pits. See the Stop & Shop Refrigeration Drawings for quantity, sizes and locations. am PART 2: PRODUCTS 2.1 MATERIALS: wee A. Metals shall be free from rust, scale and defects impairing strength, durability, or appearance, and of best commercial quality for purposes specified. All metals shall be made of new materials. B. Metals shall be made with structural properties to sustain safely or withstand strains and stresses to which normally subjected, true to detail, clean, straight, with sharply defined profiles, curved work true to radii, and unless particularly noted, with smooth finished surfaces. C. Structural Steel: ASTM A-36. e° D. Bolts: 3/4" diameter, ASTM A-325, high strength, unless otherwise noted. E. Metal Deck: Roof deck shall be 1 1/2" painted, type "B", 20 gauge as manufactured by "United Steel Deck" or approved equal. Composite floor deck shall be 1 1/2" galvanized, "B-LOK", 20 gauge as manufactured by "United Steel Deck" or approved equal. Provide end closures and other accessories which may be required to complete the Work. F. Structural Tubing: ASTM A-500 Grade B. G. Paint for shop priming shall be "Tnemec #8", "Dupont #771" or "Pratt & Lambert - Noxide". H. Roof Hatches shall be "Bilco, Model 5-20". I. Floor Access Hatch shall be "Bilco, Model J-3AL", with continuous anchor flange angle flush with top of 3" x 3 1/2" frame instead of flush on bottom. Unit shall be aluminum. Unit shall be provided with removable plug and loose handle. Provide one extra plug. Provide compression springs (not torsion springs) to lift cover. Provide removable posts, sockets and chains at two (2) levels for safety when hatch is open. J. Louvers for exterior walls at emergency generator shall be electrically operated, aluminum and automatically adjustable by "Airolite". R. Combination sash/louver at elevator penthouse shall be aluminum construction by Leone Manufacturing Co. , of Quincy, MA, as shown on the Drawings. L. Composite Shear Studs: Manufactured by "Nelson Stud Company". 2.2 FABRICATION: A. Details of fabrication and workmanship where not indicated by details on the drawings shall be in accordance with the current specification of the AISC for the Design, Fabrication and Erection of Structural Steel for Buildings, and its Code of Standard Practice. Fabricate in the shop to the greatest extent possible. Arrange all members and connections to be shop welded and field bolted wherever possible. Shop cope beams as required; provide 1/2 in. web stiffeners welded all around on both sides over columns for all beams, unless otherwise noted; shop drill or punch for all connections; provide all necessary hardware, clips, Structural Steel & Miscellaneous Iron - 5A-2 OR ■w SECTION 5A STRUCTURAL STEEL & MISCELLANEOUS IRON PART 1: GENERAL ao 1.1 SCOPE: Furnish and install all structural steel and miscellaneous metal work indicated and/or herein specified. an 1.2 STANDARDS: A. All structural steel shall be designed, fabricated and erected in accordance with the latest editions of the AISC Specifications for the Design, Fabrication, and Erection of Structural Steel and the AISC Code of Standard Practice. so B. All welding and equipment, both shop and field, shall conform to the latest edition of the AWS Code for Welding in Building Construction (subject to State and local laws and ordinances) . All welding shall be completed by certified welders. C. All open web steel joists and truss girders shall be designed, fabricated and erected in accordance with the latest standards of the SJI. D. All metal deck shall be designed, fabricated and erected in accordance with the latest standards of the SDI. E. All miscellaneous iron work shall conform to the applicable publications of the National Association of Architectural Metal Manufacturers (NAAMM) . ' 1.3 SUBMITTALS: A. Submit Shop Drawings in two (2) copies, one (1) sepia reproducible and one (1) blackline or blueline print. Any fabrication prior to final approval of said shop drawings shall be undertaken solely at the Contractor's risk. See SUPPLEMENTARY w GENERAL CONDITIONS for complete requirements. B. The omission of any materials called for on the Project Drawings from the Steel Contractor's shop drawing shall not relieve him of responsibility for such materials, even though the Architect approves said shop drawing. C. No shop drawings shall be used in the field which does not bear the Architect's stamp of approval. D. The design of connections for any portions of the building not shown on the *■ Project Drawings shall be completed by a REGISTERED STRUCTURAL ENGINEER employed by the Fabricator. E. The steel joist and truss girder manufacturer shall submit calculations for all special joists along with the joist shop drawings. Said calculations shall include an affidavit stating that the truss girders have been designed to safely support all loads noted on the drawings and shall bear the seal of a Structural Engineer registered in the Commonwealth of Massachusetts . 1.4 TESTING: A. The Owner shall employ the services of a qualified Inspection and Testing Company. Test results shall also be submitted directly to the Architect and Structural Engineer in a timely fashion during the course of the Work. B. The Contractor shall cooperate and assist the testing company in completing their work. 1.5 WORK INCLUDED: The work included under this section includes but is not limited to the following: A. Structural steel beams, girders, columns, etc. w B. Column and beam base plates, leveling plates, etc. C. Open web steel joists and truss girders. D. Metal decking for roof. E. Frames for all roof openings 8" x 8" or larger in size, including burglar bars at openings 12" x 12" or larger. F. Shear connectors for composite construction. G. All necessary holes in structural members. H. Shop painting of all items. I. Anchor bolts and anchors for setting of leveling plates. J. Inserts and anchors attached to structural steel for anchoring masonry. K. Corrugated steel floor forms. Structural Steel & Miscellaneous Iron - 5A-1 No 40 SECTION 4D BRICK AND CONCRETE UNIT MASONRY es PART 1: GENERAL 1.1 RELATED DOCUMENTS: Furnish all brick and concrete masonry units for installation under Section 4C - Unit Masonry. The extent of each type of masonry „o work is shown on the Drawings. 1.2 QUALITY ASSURANCE A. Fire-rated Concrete Unit Masonry: Wherever a fire-resistance classification ao or rating is shown or scheduled for concrete unit masonry construction (3 hour, 2 hour and similar designations) , obtain units complying with the requirements established by the American Insurance Association, Factory Mutual or other similar governing authorities. B.Obtain units from one manufacturer, cured by one process and of uniform texture and color, for each type required, for each continuous area and visually related area. a 1.3 SUBMITTALS: A. Manufacturer's Data, Brick Veneer and Concrete Masonry Units: Submit 2 copies of the manufacturer's data for each type of unit masonry required, including certified copies of laboratory test reports and other data as may be required to show compliance with the specified requirements. B. Submit three (3) samples of each type of masonry unit specified. Select units to show the range of color and texture which can be expected in the finished work. C. Architect's review will be for color and texture only. Compliance with all other requirements is the exclusive responsibility of the Contractor. aer PART 2: PRODUCTS s 2.1 CONCRETE MASONRY UNITS (CMU): A. Hollow Load-bearing CMU: ASTM C90, Grade N-1. All blocks shall be two celled, end or jamb block units, with a minimum compressive strength of 2,OOOpsi (f'm = 1,400psi) . as B. Concrete Brick: ASTM C145, where shown. For exterior exposure above or below grade, provide Grade U or Grade P. C. Weight: Provide units using concrete aggregates complying with ASTM C33, producing dry weight of not less than 125 lbs. per CF. as D. Curing: 1. Cure units by autoclave treatment at a minimum temperature of 350 F, and a minimum pressure of 125 psi. Limit moisture absorption to 25% of saturation an during delivery and until time of installation. 2. Cure units in a moisture-controlled atmosphere or in an autoclave at normal pressure and temperature to comply with ASTM C90, Type I. Limit moisture absorption during delivery and until time of installation to the maximum ob percentage specified for Type I units for the average annual relative humidity as reported by the U.S. Weather Bureau Station nearest the project site. E. All exterior CMU units shall have "Korfil" insulation inserts. The inserts shall be removed at all cells to be grouted. 'ON F. Size: Manufacturer's standard units with nominal dimensions of 1'-4" long x 8" high (1'-3 5/8" x 7 5/8" actual dimensions) , unless otherwise indicated. 2.2 BRICK: A. The brick shall meet the following criteria: 1. ASTM C216, Grade SW, Type FBX. 2. Utility size (11 5/8" long x 3 5/8" high x 3 5/8" thick) . 3. The brick shall be "Glen Gery Cortland". END OF SECTION me Brick and Concrete Unit Masonry - 4D-1 ow b. Anchor veneer to concrete back-up with dovetail anchors. M. Control Joints: Provide vertical control joints in masonry where shown. ! Build-in related items as the masonry work progresses. Rake out mortar in preparation for application of caulking and sealants. N. Lintels: (supplied under "Section 5A - Structural Steel & Miscellaneous Iron) 1. Install steel lintels where shown or required. 2. Provide 8" minimum bearing at each end of all lintels, unless otherwise noted. O. Flashing of Masonry Work: 1. Provide concealed flashings in masonry work as shown, Refer to "Section 4B - Masonry Accessories" for type of flashing required. Prepare masonry surfaces and free from projections which might puncture flashing. Place through-wall flashing on bed of mortar band cover with mortar. Seal flashing penetrations with mastic before covering with mortar. Terminate flashing 1/2" from face of wall, unless M„ otherwise shown. a. Extend flashings beyond edge of lintels and sills at least 4" and turn up edge at sides to form a pan to direct moisture to exterior. b. Interlock end joints of deformed metal flashings by over-lapping deformations not less than 1 1/2" and seal lap with an elastic sealant. c. Install flashings in accordance with the manufacturer's written instructions. d. Install any elastic flashings in accordance with the manufacturer's written instructions. .. 2. Provide weep holes in the head joints of the first course of masonry immediately above concealed flashings. Space at 21-811o.c. , unless otherwise shown. 3. Install reglets and nailers for flashing and other related work where shown to be built into masonry work. 3.4 REPAIR POINTING AND CLEANING: wu A. Remove and replace masonry units which are loose, chipped, broken, stained or not match adjoining units as intended. Provide new units to match adjoining units and install in fresh mortar, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point-up all joints at corners, openings and adjacent work to provide a neat, uniform appearance, properly prepared for application of caulking or sealants. .� C. Cleaning Exposed, Unglazed Masonry Surfaces: 1. Wipe off excess mortar as the work progresses. Dry brush at the end of each day's work. 2. Final Cleaning: After the mortar is thoroughly set and cured, clean sample wall area of approximately 50sf as follows. Obtain Architect's approval and acceptance of sample cleaning before proceeding to clean rest of masonry work. a. Dry clean to remove large particles of mortar using wooden paddles and scrappers. Use chisel or wire brush if required. b. Presoak wall by saturating with water and flush off loose mortar and dirt. c. Cleaning: Clean down all exterior masonry surfaces at the completion of the work with a diluted solution of muriatic acid in water. Masonry surfaces must be flushed with clean water before applying acid solution, and flushed thoroughly with clean water immediately after washing. Care shall be taken to cover and protect metal and concrete surfaces from being splashed by the acid solution. Clean interior surfaces with brush and water or suitable non-staining cleaning solutions. D. Protection: 1. The Contractor is to use proper procedures required to protect the masonry work from deterioration, discoloration or damage during subsequent construction *� operations. 2. Normal weathering of masonry work, exposed to the weather after completion, will be acceptable, provided other conditions and activities do not interfere and result in an unacceptable condition. END OF SECTION Unit Masonry - 4C-4 •• e� Do not pound corner jambs to fit stretcher units which have been set in position. If adjustments are required, remove units, clean off mortar and reset in fresh mortar. G. Collar Joints: Fill the vertical longitudinal joint between wythes solidly OR with mortar by parging the in-place wythe and shoving units into parging at non-load bearing nterior walls or g partitions where metal ties or horizontal reinforcing are specified for structural bonding and full thickness of wall or partition is required to meet code requirements for thickness-to-height ratio or sm fire rating. H. Stopping and Resuming Work: Rake back 4" in each course; do not tooth. Clean exposed surfaces of set mortar and remove loose masonry units and mortar prior to laying any fresh masonry. 00 1. Built-in Work: As work progresses, build-in items specified under this and other sections of these specifications. Fill in solidly with masonry around built-in items. 1. Fill space between hollow metal frames, concrete walls and masonry solidly with mortar. 2. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod mortar or grout into core. J. Cavity Walls: e�. 1. Keep cavity clean of mortar droppings during construction. Strike joints facing cavity flush. 2. Tie exterior wythe to back-up with horizontal joint reinforcing. Refer to "Section 4B - Masonry Accessories" for type of reinforcing required. 3. Provide weep holes in the exterior wythe of cavity walls located immediately above ledges and flashings, spaced at 2'-8" o.c. , unless otherwise shown. Weep holes shall be formed with cotton lines extending 2'-0" up into cavity. 4. Coordinate masonry work with installation of other work. K. Horizontal Joint Reinforcing: 1. Provide continuous horizontal joint reinforcing as shown and specified. Refer to "Section 4B - Masonry Accessories" for type of reinforcing required. Fully embed longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on exterior side of walls and 1/2" at other locations. Lap reinforcement a minimum of 6" at ends of units. Do not bridge control and No expansion joints with reinforcing except at wall openings. 2. Reinforce all walls with continuous horizontal joint reinforcing unless specifically noted or specified to be omitted. 3. Provide continuity at corners and wall intersections by use of prefabricated "L" and "T" sections. Cut and bend units as directed by the manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures and other special conditions. 4. Space continuous horizontal reinforcing at 16" o.c. vertically in all Ow locations, unless noted or shown otherwise. 5. Reinforce masonry openings greater than l'-0" wide, by adding extra horizontal joint reinforcing at approximately 8" above the lintel and 8" below the sill. ao Extend the reinforcing a minimum of 2'-0" beyond the jambs of the opening, bridging any control joint. L. Anchoring Masonry Work: 1. Provide anchoring devices of the type shown and/or specified under "Section s„ 4B - Masonry Accessories". 2. Anchor masonry to structural members where masonry abuts or faces such members to comply with the following: a. Provide an open space not less than 1/2" in width between masonry and "" structural member, unless otherwise shown. Keep open space free of mortar or other rigid materials. b. Anchor masonry to structural members with metal ties embedded in masonry no joints and attached to structure. Provide anchor with flexible tie sections, unless noted otherwise. c. Space anchors as shown, but not less than 1 tie per 2sf of surface area. 3. Anchor single wythe masonry veneer to backing with metal ties as follows: a. Anchor veneer to steel stud back-up walls with metal ties embedded in masonry joints and attached to structure at the steel studs. Provide anchors with flexible tie section, unless otherwise shown. ' ' Unit Masonry - 4C-3 damaged by frost or freezing. Part 2: PRODUCTS 2.1 MATERIALS: See other applicable sections of Division 4 for required masonry materials. we Part 3: EXECUTION 3.1 INSPECTION: Examine the areas and conditions under which unit masonry work is to be installed and correct conditions detrimental to the proper and timely r completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL: A. Thickness: Build walls and other masonry construction to the full thickness shown. Build single-wythe walls to the actual thickness of the masonry units, using units of nominal thickness shown or specified. w.r B. Build chases and recesses as shown or required for the work of other trades. Provide not less than 8" of masonry between chase or recess and jamb of openings, and between adjacent chases and/or recesses. C. Leave openings for equipment to be installed before completion of the masonry work. After installation of equipment, complete the masonry work to match work immediately adjacent to the opening. D. Cutting of masonry units shall be by skilled, experienced mechanics. Cut units as required to provide pattern shown and to fit adjoining work neatly. Use full size units without cutting where possible. Use motor-driven saws for cutting where hand cuts would detract from the appearance of the finished work. 3.3 LAYING MASONRY WALLS: A. Mortar Types: Unless otherwise indicated, use mortar as specified in "Section 4A - Masonry Mortar" and as follows: 1. For exterior work, use Type S mortar. a„ 2. For interior work, use Type N mortar 3. Use Type M mortar for structural requirements unless concrete is shown. B. Do not use mortar or grout which has begun to set or if more than 2 1/2 hours has elapsed since initial mixing. Retemper mortar during the 2 1/2 hour period no only as required to restore workability. C. Layout walls in advance for accurate spacing of surface bond patterns with uniform joint widths and to properly locate returns, offsets, openings and movement-type joints. Avoid the use of less than half-size units at corners, 'm jambs and wherever possible at other locations. D. Lay-up walls plumb and true to comply specified tolerances, with courses level, accurately spaced and coordinated with other work. 00 E. Pattern Bond: Lay all masonry in running bond with all vertical joints centered on units in courses above and below. F. Mortar Bedding and Jointing: 1. Lay solid masonry units with completely filled bed and head; butter ends with 00 sufficient mortar to fill head joints and shove into place. Do not slush head joints. 2. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on foundation walls and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or filled with grout or concrete, i.e. , door frames. 3. Maintain joint width shown, except for minor variations required to maintain bond alignment. If not shown, lay all work with 3/8" joints. 4. Cut joints flush for masonry walls which are to be concealed or to be covered with other materials, unless otherwise shown. 5. Tool all exposed joints slightly concave, unless otherwise shown. Rake out mortar in preparation for application of caulking or sealants where required. 6. Remove masonry units disturbed after laying; clean and reset in fresh mortar. Unit Masonry - 4C-2 �"? am e# SECTION 4C UNIT MASONRY PART 1: GENERAL so 1.1 SCOPE: Install all unit masonry as shown on the Drawings and/or herein specified. The requirements of this section apply to the materials specified elsewhere in Division 4. on 1.2 QUALITY ASSURANCE: A. Fire-Rated Masonry: Wherever a fire-resistance classification is shown or scheduled for unit masonry construction, comply with applicable requirements for go materials and installation established by the American Insurance Association and other governing authorities. B. Codes: Comply with the applicable requirements of governing authorities and codes for the types of masonry construction shown, including the National Concrete Masonry Association. C. Coordination: Review installation procedures and coordinate with other work that must be integrated with masonry. w D. Construction Tolerances: 1. Variation from Plumb: For lines and surfaces of columns, walls and arises do not exceed 1/4" in 10' , or 3/8' in a story height or 20' maximum, nor 1/2" in 40' or more. Except for external corners, expansion joints and other conspicuous lines, do not exceed 1/4" in any story or 20' maximum, nor 1/2" in 40' or more. 2. Variation from Level: For lines of exposed lintels, sills, parapets, horizontal grooves and other conspicuous lines, do not exceed 1/4" in any bay or 20' maximum, nor 3/4" in 40' or more. 3. Variation of Linear Building Line: For position shown in plan and related portion of columns, walls and partitions, do not exceed 1/2" in any bay or 20' maximum, nor 3/4" in 40' or more. e 4. Variation in Cross-Sectional Dimensions: For columns and thickness of walls, from dimensions shown, do not exceed minus 1/4" nor plus 1/2". E. Job Mock-up: Prior to installation of masonry work, erect sample exterior wall panel mock-up using materials, bond and joint tooling shown or specified for s final work. Provide special features as directed for caulking and contiguous work. Build mock-up on site, as directed, of full thickness and approximately 4' x 4' , indicating the proposed range of color, texture and workmanship to be expected in the completed work. Obtain Architect's acceptance of visual qualities on of the mock-up before start of masonry work. Retain mock-up during construction as a standard for judging completed masonry work. Do not alter, move or destroy mock-up until work is completed. Provide mock-up panel for exterior brick on masonry work. 1.3 JOB CONDITIONS: A. Protect masonry materials during storage and construction from wetting by 4W rain, snow or ground water and from soilage or inter-mixture with earth or other materials. Do not use metal reinforcing or ties having loose rust or other coatings, including ice, which will reduce or destroy bond. B. In exposed work, do not use masonry units with chips, cracks, discoloration or other defects which might be visible or cause staining in the finished work. C. Protect partially completed masonry against weather, when work is in progress, by covering the top of walls with strong, waterproof, non-staining membrane. wr Extend membrane at least 2' down both sides of the walls and hold securely in place. D. Protect masonry from freezing when the temperature of the surrounding air is 40°F and falling. Heat materials and provide temporary protection of completed portions of masonry work. Comply with governing codes and with the "Construction and Protection Recommendations for Cold Weather Masonry Work" of the Technical Notes on Brick and Tile Construction by the Brick Institute of America (BIA) . E. Frozen Materials: Do not use frozen materials or materials mixed or coated with ice or frost. For masonry which is to be wetted, comply with BIA recommendations. F. Frozen Work: Do not build on frozen work. Remove and replace masonry work Unit Masonry - 4C-1 w SECTION 4B MASONRY ACCESSORIES PART 1: GENERAL 1.1 SCOPE: Furnish all masonry accessories to be installed under Section 4D "Unit Masonry". The extent of the masonry work is shown on the drawings. The types of masonry accessories required include, but are not limited to the following: A. Continuous horizontal wire reinforcing. B. Anchoring devices. C. Fabric flashing. D. Other masonry accessories as shown on the Drawings and as may be required. 1.2 SUBMITTALS: Manufacturer's Data, Masonry Accessories: submit 2 copies of manufacturer's specifications and installation instructions for each masonry accessory required. Include data substantiating that materials comply with specified requirements. 1.3 QUALITY ASSURANCE: Fire-rated Masonry: Wherever a fire-resistance �w classification is shown or scheduled for unit masonry construction (4-hr. , 3-hr., and similar designations) , provide accessories which have been tested and listed for the construction shown. PART 2: PRODUCTS 2.1 MATERIALS " A. Continuous Wire Reinforcing for Masonry: 1. Provide welded wire units prefabricated in straight lengths of not less than 10' with matching corner ("L") and intersection ("T") units. Fabricate from cold-drawn steel wire complying with ASTM A82, with deformed or embossed continuous side rods and plain cross-rods with unit width of 1 1/2 " to 2" less than thickness of wall or partition. 2. For single wythe masonry, provide ladder type units fabricated with single w pair of side rods and continuous diagonal cross-rods spaced not more than 16" O.C. 3. For multi-wythe masonry (cavity) , provide ladder type units fabricated with single pair of side rods and continuous diagonal cross-rods spaced not more than +w 16" o.c. Reinforcing shall be tied into face brick. 4. Wire: Fabricate with 9 gauge side and cross-rods, unless otherwise indicated. a. For use in interior partition walls, fabricate from mill galvanized wire. b. For use in exterior walls, hot-dip galvanize after fabrication with 1.5 oz. so zinc coating complying with ASTM A153, Class B2. c. Manufacturer: Horizontal masonry joint reinforcing for concrete masonry unit walls and partitions shall be Keywall as manufactured by the Keystone Steel and Wire Co. , Peoria, Illinois, Standard Blok-Lok or Cavity-Lok as manufactured by A.A. Wire Products Company, Chicago, Illinois or "Dur-O-Wal". Corner and partition intersection reinforcement assemblies shall be prefabricated. B. Brick ties: Shall be 16ga x 1" wide galvanized, corrugated by "Hohmann and Barnard" or equal. C. Fabric flashing for use at the base of all exterior masonry walls, at sills and heads of openings and elsewhere as required shall be "Nervastral 30mil HD". ss PART 3: EXECUTION 3.1 INSTALLATION: See Section 4C "Unit Masonry" for installation of masonry accessories specified under this Section. END OF SECTION Masonry Accessories - 4B-1 ow A. Waterproofing admixture for mortar shall be one of the following: Im Admixture Manufacturer Hydratite Plus W. R. Grace & Co. Medusa Waterproofing Medusa Portland Cement Company Omicron Mortarproofing Master Building Co. Mortaron The Aquabar Co. Hydrocide Paste Sonneborn Building Products, Inc. PART 3: EXECUTION 3.1 INSTALLATION: Refer to Section 4C, "Unit Masonry". END OF SECTION rs �r �w Masonry Mortar & Grout - 4A-2 '" SECTION 4A MASONRY MORTAR & GROUT PART 1: GENERAL 1.1 SCOPE: A. The extent of the masonry work is shown on the drawings. B. This section specifies the mortar and grout for unit masonry materials specified in Section 4D - Brick and Concrete Masonry Unit C. Section 4C "Unit Masonry," specifies the installation of unit masonry including the materials specified under this section. �lAhl 1.2 QUALITY ASSURANCE: A. Fire-rated Masonry: Wherever a fire-resistance classification is shown or scheduled for unit masonry construction (4-hour, 3-hour and similar designations) , provide mortar and proportions as tested and listed for the particular construction. B. Do not change source or brands of masonry mortar materials during the course of the work. w� 1.3 SUBMITTALS: A. Manufacturer's Data, Masonry Mortar & Grout: For information only, submit 2 copies of manufacturer's specifications and instructions for each manufactured product. Indicate that copy of each applicable instruction has been distributed to the Masonry Installer. B. Samples, Masonry Mortar: Submit samples of each type of masonry mortar, showing the range of color which can be expected in the finished work. Label samples to indicate type and amount of colorant used. Architect's review will be for color only. Compliance with all other requirements is the exclusive responsibility of the Contractor. 1.4 MATERIAL STORAGE: Store mortar and grout materials off the ground, under cover using tarpaulins, felt upper, or polyethylene sheets, and in a dry location. aw PART 2: PRODUCTS 2.1 MATERIALS: A. Portland Cement: ASTM C150, Type 1, non-staining, without air entrainment and of natural color or white, to produce the required color of mortar. Color to be approved by Architect. Use Type III high-early strength as required for laying masonry in cold weather. B. Hydrated Lime: ASTM C207, Type S. C. Mortar Aggregates: ASTM C144 except for joints less than 1/4" use aggregate w graded with 100% passing the No. 16 sieve. D. Grout Aggregates: Meeting ASTM C404. E. Water: Clean, free of deleterious materials which would impair strength or bond. N 2.2 MORTAR & GROUT MI%ES: A. Do not lower the freezing point of mortar and/or grout by use of admixtures or anti-freeze agents. Do not use calcium chloride in mortar or grout. on B. Mortar for Unit Masonry: Comply with ASTM C270 Proportion Specifications, except limit materials to those specified herein, and limit cement/lime ratio (by volume) as follows: 1. Type S: Not more than 1/2 part lime per part of portland cement for exterior work. 2. Type N: Not more than 1 part lime per part of portland cement for interior work. C. Grout for Unit Masonry: Comply with ASTM C476 for coarse grout. 2.3 MORTAR WATERPROOFING: "a Masonry Mortar & Grout - 4A-1 its own weight and that of any construction loads placed upon it. H. Curing: Keep exposed surfaces of concrete moist for a period of at least seven (7) days after being deposited. In hot weather, thoroughly wet exposed concrete at least twice daily during the first week. All curing shall be in compliance with ACI specifications. I. Finish Concrete surfaces: Immediately upon removal of forms, point all form tie holes and other defects flush with surface. 1. Remove all fins, and fill all honeycombing, holes and depressions with 1:2 mortar on all exposed interior and exterior concrete surfaces. Before patching, .. thoroughly wet surrounding concrete and keep wet for several hours. Brush into the surface to be patched a grout of cement and water mixed to the consistency of paint. Carefully damp cure these patches. Cut back protrusions. 2. Rub exterior exposed concrete surfaces (other than floors, sidewalks, ramps, etc. ) with carborundum stone to present an evenly textured surface. (Plasti-coat is not permitted) . 3. All slabs including stair pan fill and compactor pads, except as noted, shall have a smooth steel trowel finish. 4. Exterior sidewalks, ramps and loading docks shall be steel troweled followed by brooming with a stiff bristle broom, with the brush marks running the short dimension of the surface. Once sidewalks are properly cured, apply exterior sealer according to manufacturer's directions. 5. Slabs to receive quarry tile, brick pavers and similar finishes shall be screeded and floated only, and depressed for the finish material. 6. Slabs to receive epoxy topping finish shall be steel troweled or finished as required by the Epoxy Floor Subcontractor to provide a first class product. J. Inserts and Attachments: Built into the concrete: collars, sleeves, or thimbles required for piping and writing, anchors, sockets or inserts for supporting piping, fixtures or attachments; nailing blocks and strips, bond ties and all other items required in the specifications or indicated on the Drawings. Inserts supporting mechanical fixtures shall be furnished and located by the trade who will use same. Dovetail slots shall be installed at 2' -0" on center wherever the brick shelf elevation is 1' -0" or more below the top of wall elevation. K. Concrete Floor Finish: Accurately screed topping or slab, as the case may be, to a uniform level surface; thoroughly compact with a mechanical or wood float and then steel trowel to a true, hard, dense, smooth surface. Steel troweling should not be started until the pressure of a finger ceases to make an indentation. 1. Finish concrete floor surfaces shall be true with a tolerance of 1/8" in . 10'-0". 2. Floor finish shall be Class 4, in accordance with ACI 302. L. Concrete Floor Hardener: Treat the surfaces of all concrete floors indicated with floor hardener, hereinbefore specified, in two (2) applications in strict *a° accordance with the manufacturer's directions. M. Slabs shall be true to within 1/8" in 10'-0" in any direction. To insure level floors, the laser screed method of installation must be used. N. All concrete shall be placed in dry excavations. Pump away any ground water as required to provide a dry excavation. O. For construction during winter, footings and floor slabs shall require protection from freezing temperatures at the bearing surfaces until the building is enclosed and heated. P. Elevated mezzanine slabs shall only be placed on structural steel framework which is at, or has been heated to a steady temperature of 75°F plus for at least 24 hours prior to placement and maintained at said temperature for a minimum of .s. seven (7) days after placement. Provide vented heaters and temporary enclosures as required. ■. END OF SECTION ow Cast-In-Place Concrete - 3A-6 .m sA 3. Place reinforcing for structural slabs in correct position as shown and hold go in position with precast blocks, polyethylene chairs, or other approved means. 4. Provide a clear cover from reinforcing steel to adjacent face of concrete surfaces as follows: an Bottom of footings = 3" Piers and walls = 1 1/2" (except 2" at #6 bars and larger) Slabs = 3/4" B. Convey concrete from the mixer to the place of final deposit by methods which will prevent the separation or loss of the materials. Equipment for placing concrete shall be of such size and design as to insure practically continuous flow of concrete at the deliver and without segregation of the materials. C. Concrete shall not be placed by means of open chutes, the combined length of which exceeds 30 feet, and shall not be allowed to drop freely through distances exceeding 8 feet or through closely spaced reinforcing bars, conduits, etc., which will tend to segregate materials. D. Deposit concrete as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. No concrete that has partially hardened or been contaminated by foreign material shall be deposited on the work. E. Once concreting is started, it shall be carried on as a continuous operation until the placing of the panel, section or individual foundation is completed. The top surface shall be generally level. When construction joints are necessary, they shall be made in accordance with the following requirements. 1. Construction and control joints not shown shall be located as to least impair e the strength and appearance of the work. Location of joints to be subject to Architect's approval. 2. Construction joints in supported slabs shall be located near the point of minimum shear, unless otherwise designated on the Drawings or by the Architect. 3. Special care shall be taken in the preparation of all construction joints. 4. Except where otherwise specified, the surfaces of construction joints shall be prepared in a manner which will insure bonding with concrete or grout later placed on them. Wherever practical, construction joint surfaces shall be kept moist until new concrete or grout is placed. On all horizontal construction joints, all mortar on protruding coarse aggregate and all surface film shall be thoroughly removed from the bonding surface,which will be restored to a clean condition by means of vigorous scrubbing with wire brushes or by air and water jetting prior to final set of concrete. The placement of new concrete or grout upon construction joints shall be preceded by a thin coating (approximately 1/8 inch) of neat cement grout which shall be thoroughly scrubbed into the surface with wire brooms. Fresh concrete shall be placed against such surfaces before the grout has hardened or dried. An interval of at least 10 hours shall elapse between the time concrete is placed on either side of the construction joint. F. Place concrete in layers not over 12 inches deep, and thoroughly compact by means of vibrators, hand tamping and spacing; during the operation of placing, thoroughly work the concrete around reinforcement, embedded fixtures, pipes, conduits and into the corners of the forms so as to prevent interior voids, honeycomb, and the patching of concrete surfaces after forms are removed. Internal vibrators should be used to aid in the compaction of the concrete. Extreme care shall be used on thin sections and exposed concrete. G. The removal of forms shall be carried out in such a manner as to insure the complete safety of the structure. In no case shall shores or supporting members be removed before the concrete is set hard and has sufficient strength to safely carry its own weight and all additional loads upon it or about to be put upon it. Formwork for walls, sides of beams and slabs, and other surfaces not supporting the weight of the concrete may be removed as soon as concrete has hardened sufficiently to resist damage from form removal, insufficient curing, or cold temperature (generally 24 to 48 hours) . Formwork for beam, joists, slab soffits, and other surfaces that support the weight of concrete shall remain in place until concrete has reached 75 percent of its specified 28-day strength, except that after the concrete has reached its 7- day strength, the form facing material may be removed in sections so that no unsupported span exceeds 1/4 of the design span. Each section thus removed shall be securely reshored before removal of adjacent sections. Reshoring shall remain in place until concrete has reached its 28-day design strength and until the floor or roof above is capable of carrying on Cast-In-Place Concrete - 3A-5 2. Forms shall conform to the shape, lines, and dimensions of the member as called for on the Drawings. Joints in forms shall be made sufficiently tight to prevent leakage of concrete. B. Mixing: 1. Mix the concrete in quantities required for immediate use, and any which has developed initial set, or which does not reach the forms within 1 1/2 hours after " water has been added shall not be used. 2. Mix all concrete by machine, having a capacity of not less than "one bag batch" of concrete. 3. Ready-mixed concrete shall be mixed and delivered by the means and standards set forth by ASTM C-94. 4. When concrete is mixed in a truck mixer loaded to its maximum rated capacity, the number of revolutions of the drums or blades at mixing speed shall be not *� less than 70 nor more than 100. S. When a truck mixer or agitator is used for transportation, the concrete shall be delivered to the site and discharge completed within one (1) hour or before the drum has revolved a total of 300 revolutions, whichever comes first, after the introduction of mixing water. 6. Measurements: a. By Weight: Only weighing equipment approved by the Architect will be allowed. w. The equipment shall be platform-operated, and the weighing beam or dial shall be in full view of the operator. The equipment shall, when tested with test weights, be accurate within four tenths (0.4) of one percent. The equipment shall be capable of weighing to five (5) pounds and at least that part of the total load of sand and stone aggregate which is a fraction of one hundred (100) pounds, shall be indicated on a graduated beam or dial. Convenient means shall be provided for removal of excess material in case of overloading in order that the beam or dial scale may be brought to the proper balance. b. By Volume: In case aggregates are measured by volume, a definite system must be employed for insuring that not less than the specified amount of cement goes to each batch, and the fine and coarse aggregates shall be measured by means of mechanical measuring devices which are readily and accurately adjustable as to R" capacity. c. All Methods: The methods of measuring concrete materials shall be such that the proportion of water to cement can be accurately controlled during the progress of the work and easily checked at any time. 7. Mobility: The mobility (consistency or workability) of the concrete is mainly dependent upon the thoroughness of the mixing and the quantity of water contained in the mix. The mobility of the concrete mix shall be at all times as the Architect may direct. However, in general, the maximum slump shall be: Max. Min. Reinforced foundations - walls and footings 4" 2" Slabs on grade 4" 2" Suspended slabs 4" 2" C. Previous to placing concrete, clean all equipment used for mixing and transporting the concrete; remove all debris from the place to be occupied by the concrete; check forms for dimensions, position and adequacy, and oil the forms with a non-staining oil. Masonry filler units which will be in contact with concrete and the surface of earth on which concrete is to be placed, shall be wetted without having free standing water on the surfaces; and the reinforcement and embedded structural steel shall be thoroughly cleaned of dirt, paint or other coatings. ..® 3.2 INSTALLATION: A. Accurately position reinforcing as shown and secure against displacement by r� using at intersections and splices annealed iron wire ties of not less than 018-gauge or suitable clips. 1. The bending of reinforcing to conform to the dimensions shown on Plans shall be accurately done. Heating of bars to facilitate bending is not allowed. 2. Clean reinforcing of dried mortar and any other foreign matter before being covered by concrete. Cast-In-Place Concrete - 3A-4 ""'" sidewalk construction. 2.2 MIXES: A. Grade and Strength: w 1. Concrete having 3000 psi compressive strength after 28 days shall be used for all concrete work, except at mezzanine slabs which shall be 3500 psi. 2. Lightweight concrete shall be used for all slabs which are supported by steel framing and metal deck. 3. Normal weight concrete shall be used for all locations, except those noted in 2.2.A.2 above. 4. When mixed in accordance with the specified requirements for mobility and time of mixing and when molded into test cylinders 6" in diameter by 12" long, concrete shall develop not less than the specified compressive strength at the end of 28 days. 5. Strength, cement and water requirements. ` Design Min. Lab. Str. Min. Cement Max. Net Compr. Testing Age Factor Water Strength,f'c 7 days 28 days Sacks/cu.yd. gal/sack cement ew 3000 2500 3500 5.25 7.0 3500 3000 4000 6.0 6.2 uw * This total water in mix at time of placement, including free water of aggregate and liquid admixtures. Concrete exposed to weather shall have a maximum water-cement ratio of 6.0 gallons per sack. 6. Contractor at his own expense shall employ an independent testing laboratory ON satisfactory to the Architect to sample sources of fine and coarse aggregate proposed for use, and to prepare a complete concrete design mix and laboratory test cylinders for 7- and 28-day testing. Sufficient time must be allowed before w� starting job concrete placement to submit at least 7-day test results for approval along with copies of mix design. Final approval will be given after submittal of 28-day cylinder tests showing strength at least 15% greater than 28-day strength specified. This requirement may be waived if design mix has been R substantiated by past data in accordance with ACI specifications. 7. Prior to starting construction, submit concrete mix design, and lab test data on the proposed mix. No change in source of materials or mix shall be made without Architect's approval. B. The proportions of cement and fine and coarse aggregate shall be determined by trial mixes, and shall be dependent upon the relations of quantities of these materials necessary to produce a workable mix, which will secure, in the finished structure, concrete having strength equal to or greater than that assumed by the conditions of the design and to possess the density, toughness and other physical properties necessary for durability. The mixed concrete shall have a saturated, sticky, semi-plastic consistency showing no free water when removed from the w mixer. C. An air-entraining agent shall be used in concrete exposed to weather to obtain proper percentages of air-entrainment as follows: !*w Maximum Size Aggregate Entrained Air 3/8" 5 + 1% 3/4" 6 + 1% 1 1/2" 5 + 1% Air-entraining agent shall conform to ASTM C-260. PART 3: EXECUTION 3.1 PREPARATION: ±ee� A. Forms: 1. Forms shall be substantial and tight, properly braced and tied so as to maintain position and shape. Wire ties will not be permitted. "' Cast-In-Place Concrete - 3A-3 am K. "American Society of Testing and Materials" - various Specifications referenced herein. 1.5 TESTING & INSPECTION: A. The Owner shall engage the services of a qualified Inspection and Testing Company. Test results shall also be submitted directly to the Architect and Structural Engineer in a timely fashion during the course of the Work. B. The Contractor shall cooperate and assist the testing agency in completing their work. wo PART 2: PRODUCTS wee 2.1 MATERIALS: A. Forms for Exposed Concrete shall be new plyform (or of equivalent quality) or shall be lined. Other forms shall be plyform, matched lumber or steel. B. Steel Reinforcement shall be deformed bars complying with the requirements of ASTM A-615, grade 60 and of domestic manufacture. C. Concrete engineered reinforcing fibers shall be polypropylene, collated, fibrillated fibers from "Fibermesh" or approved equal. Fibers shall be used in .� concrete slabs on grade as indicated on the Drawings and in strict accordance with the manufacturer's recommendations as to type and amount. D. Cement: 1. Portland cement of domestic manufacture conforming to the requirements of ASTM C-150, Type 1. Only one brand of cement shall be used throughout the project. 2. Air-Entraining Cement: ASTM C-150, Type IA. E. Normal weight concrete aggregates shall conform to the requirements of ASTM C-33. 'a` 1. Fine Aggregate: Sand shall consist of hard, tough and preferably siliceous material, clean, free from mineral or other coatings, soft particles, clay, loam or other deleterious matter. 2. Coarse Aggregate: Shall consist of crushed stone or gravel having clean, hard, durable, uncoated particles, free from deleterious matter. The 3/4" aggregate shall conform to size #67 in Table II of ASTM C-33. F. Lightweight concrete aggregates shall conform to the requirements of ASTM C-330. 1. Aggregates shall consist of rotary kiln expanded shales, clays and slates; sintered shales, clays and pelletized or extruded fly ash; and expanded slags. 2. Aggregate sizes shall be defined as follows: a. Fine: 25 to 100% passing a 040 sieve, maximum dry loose weight not exceeding 70 pounds per cubic foot, and conforming with ASTM C-330. b. Structural Coarse: 3/4 inch to #4. G. Moisture Barrier: Shall be 6 mil. black polyethylene - all joints, cuts, laps, etc. , shall be taped. H. Sealer and Surface Hardener: Liquid chemical hardener; " Kure-N-Seal" or "Lapidolith", manufactured by L. Sonneborn Sons, Inc. , or "Clear Seal" by Darex-Horn Company, or approved equal. I. Admixtures: 1. Air-entraining agent: "Aerolith" by Sonneborn Building Products, "Darex" by W. R. Grace Company,"MB-VR" by Master Builders Company, or equal approved by the w. Architect and Stop & Shop and conforming to ASTM C260. 2. No other admixtures may be used without the approval of the Architect, the Structural Engineer and Stop & Shop's Engineering & Construction Division. Calcium chloride will not be permitted. "" J. Waterstop: Shall be by W. R. Grace, Construction Products Division Type 500. Water stop shall be PVC split serrated type with centerbulb. Install in accordance with manufacturer's directions. Im K. Foundation Insulation: Shall be 1 1/2" thick "Styrofoam Type 'SM' by Dow" or equal. It shall be adhered to the foundation using "Styrofoam #11" mastic. L. Water: Shall be clean and potable. M. Exterior Sealer: For use at all exterior sidewalks shall be "Thoroshield" by ., Thoro Systems, "Seal Hard" by L & M, or "Clear Bond" by Guardian. N. Expansion Joints for sidewalks shall be a standard type used in municipal Cast-In-Place Concrete - 3A-2 '" no SECTION 3A CAST-IN-PLACE CONCRETE DICK LANDRY GROUP PART 1: GENERAL STOP & SHOP #787 NRRJt AMP�xp 1.1 SCOPE: Furnish and install all concrete work shown o e s and/or herein specified, including all plant, facilities, labor, materials, tools, equipment, accessories, etc. necessary to complete the work. The work includes, ON but is not limited to the following: A. Forms. B. Reinforcing and accessories, including reinforcing steel, polypropylene sm fibers, chairs, spacers, supports, tie wire, vertical rods embedded in the foundation to be extended as required for masonry wall reinforcing. C. Foundations, walls, piers, etc. D. Concrete slabs on grade inside and outside the building. No E. Elevated lightweight concrete floor slabs at mezzanines. F. Shop drawings. G. Pad foundations for equipment, manholes, thrust blocks, etc. H. Finishing of exposed concrete. I. Concrete floor hardener, sealers, etc. J. Placing of all anchor bolts, inserts, sleeves, angles, etc. as may be required by this section or others and which may be furnished by other sections. R. Cutting and patching required by other trades. L. Slab depressions, refrigeration pits, the elevator and the indirect waste pits. M. Moisture barrier, foundation and slab insulation. N. All sidewalks, ramps, stairs, docks, platforms, etc. O. Bases and fills for pipe bollards and metal pan stairs. P. Pumping of concrete as required. 1.2 RELATED WORK SPECIFIED ELSEWHERE: A. Excavation, backfill, etc. - Section 2A - Earthwork. NOTE: ALL CONCRETE SHALL BE PLACED ON SOILS PREPARED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY GZA, INC. B. Masonry - Division 4. 1.3 SUBMITTALS: A. Shop Drawings: Submit in two (2) copies, one reproducible sepia and one black or blueline prints. See the SUPPLEMENTARY GENERAL CONDITIONS for complete requirements. Shop drawings shall show all required openings, miscellaneous steel items, sleeves, anchor bolts, recesses, inserts and similar items required by the work under this or other sections. CONTRACT DRAWINGS ARE NOT TO BE REPRODUCED, EITHER IN WHOLE OR IN PART, FOR USE AS SHOP DRAWINGS. B. Material Submittals: See the SUPPLEMENTARY GENERAL CONDITIONS for complete requirements. 1.4 APPLICABLE SPECIFICATIONS: The latest issue of the following Specifications and recommended practices shall be kept on the job site at all times during the work and shall become a part of these Specifications, except where superseded by particular requirements of this Specification or the Drawings: A. "Manual of Standard Practice" of the Concrete Reinforcing Steel Institute. B. "Specification for Structural Concrete for Buildings" (ACI 301) . C. "Building Code Requirements for Reinforced Concrete" (ACI 318) . D. "Recommended Practices for Cold Weather Concreting" (ACI 306) . E. "Recommended Practices for Hot Weather Concreting" (ACI 305) . F. "Recommended Practices for Evaluation of Compression Test Results of Field em Concrete" (ACI 214) . G. "Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI 315) . H. "Recommended Practice for Concrete Formwork" (ACI 347) . on I. "Recommended Practice for Measuring, Mixing and Placing Concrete" (ACI 304) . J. "Recommended Practice for Consolidation of Concrete" Committee Report (ACI 309) . 40 Cast-In-Place Concrete - 3A-1 � j � � j � j � \ � � � j � � � � j � . � � � � \ � � SUPER STOP & SHOP Page 2-51 Northhampton, MA Place precast concrete manhole sections as shown on drawings. Where manholes occur in pavement areas, set tops of frames and covers flush with finish surface. Provide rubber joint gasket complying with ASTM C443 between manhole sections. Apply bituminous mastic coating at joints of sections. Provide �** manholes at all changes in direction and along straight runs not to exceed 200 Ft. 3 . 02 INSPECTION:Inspect conduit for line .� displacement or other damage. Make inspections after lines between manholes, or manhole locations, have been installed (and approximately 2 feet of backfill is in place) and at completion of project. If inspection indicates poor alignment, debris, displaced •• pipe, infiltration or other defects, correct such defects. 3 . 03 TESTING: Test completed conduit lines in accordance with requirements of local authorities having jurisdiction. 3 . 04 GUARANTEE: Provide guarantee, stating that the work will remain free of defects in materials and workmanship for a minimum period of 10 years from the date of substantial completion, and that upon failure of the installation to perform as warranted, the Contractor will repair or replace the defective work to conform with the requirements of the Contract Documents, including removal and replacement of other work as required. *� END OF SECTION 02722 7 SUPER STOP & SHOP Page 2-50 Northhampton, MA PART 3 EXECUTION 3.01 INSTALLATION: Do all necessary trenching, shoring, and backfilling required for the proper laying of the pipe lines in accordance with Section 02221. Do not backfill until installation has been approved. Install pipe promptly after excavation to keep the excavation open for as short a time as possible. Construct pipe lines of full length sections of pipe specified. Install horizontal pipe to a uniform grade. The angle of change in direction of pipe shall be not more than 450 . Sewer and storm drain lines shall be installed prior to the installation of any other utility lines within the area. Sewer and storm drain systems shall be constructed beginning at the lowest point of connection or discharge and laying the pipe continuously upstream. Lay bell and spigot pipe with the bell end upstream. Keep inside of pipe clean at all times. Make joints between cast-iron pipe and other types of pipe with standard manufactured cast-iron adapters and fittings. Asbestos cement pipe and fittings not permitted. Install cast-iron soil piping and fittings in accordance with the recommendations of the pipe manufacturer. Install clay pipe and fittings in accordance with the requirements of ASTM C12. Make joints with the compression joint material specified for joints with this piping and assemble in accordance with the recommendations of the manufacturer of the pipe. Install concrete pipe and fittings in accordance with rubber gasket jointing procedures of ACPA Concrete Pipe Installation Manual or of ACPA Concrete Pipe Handbook. 7 7 7 SUPER STOP & SHOP Page 2-49 Northhampton, MA PART 2 PRODUCTS 2 . 01 GENERAL: Use only new materials. Minimum size sewer pipe no less than 6" diameter. Furnish factory-fabricated fittings of the same type and class of material as the pipe, or of material having equal or superior physical and chemical properties. 2.02 MATERIALS (NOTE: P.V.C. PIPE NOT PERMITTED WITHIN BUILDING) Cast-Iron Soil Pipe: ASTM A74, bell and spigot type with neoprene rubber gaskets conforming to ASTM C564. Reinforced Concrete Pipe: ASTM C76 with modified tongue-and-groove compression gasket joints complying with ASTM C443 . Concrete Pipe: ASTM C14, Class III. Acrylonitrile-Butadiene-Styrene Pipe: ASTM C2751. (Use only if pre-approved by Stop & Shop) Vitrified Clay Pipe: ASTM C12. Precast Concrete Manholes: ASTM C478. Manhole Frames and Covers: Grey cast iron, ASTM .., A48, Class 30B complying with requirements of FS RR-F-621. Manhole Steps: Grey cast iron, ASTM A48, Class 30B, integrally cast into manhole sidewalls, unless otherwise indicated. Cleanouts, including those in vitrified clay lines: Iron body type with extra heavy bronze plugs. 2. 03 PIPE JOINTS: Provide gasketed tongue-and-groove joints in all pipe. so am SUPER STOP & SHOP Page 2-48 Northhampton, MA SECTION 02722 - SANITARY SEWER SYSTEM PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work of this section shall include the work of this section shall include providing all labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete all Site Sanitary Sewer work required for Tenant's Building. Provide a complete sanitary sewer system adequate for anticipated loads and in conformance with good engineering practice. Provide all manholes and other utility structures adequate for the intended use and safe under use. Provide external grease traps as required by Code and Local requirements and good engineering design. Design and construct the sewer system in compliance with the National Standard Plumbing Code and the Local Plumbing Code. The work shall terminate at a point approximately 5 feet from the building, for connection to building by plumbing contractor. Do not lay the sanitary sewer line closer horizontally than 10 feet to a water main or service line. Where sanitary sewer lines pass above water lines, encase sewer in concrete for a distance of 10 feet on each site of the crossing, or substitute rubber-gasketed pressure pipe for the pipe being used for the same distance. Where sanitary sewer lines pass below water lines, lay pipe so that no joint in the sewer line will be closer than 3 feet horizontally to the water line. Connections to Exiting Lines: Make connections to existing sewer lines in an approved and legal manner. The construction of the sanitary sewer system shall be in accordance with requirements of the State Health Department and local authorities having jurisdiction. Obtain all permits and approvals for sewer installation and connection to municipal system from state and local authorities. All pipe lines shall be laid in trenches. All excavating, trenching, and backfilling shall be done as specified in Section 02221. go on SUPER STOP & SHOP Page 2-47 Northhampton, MA 3.05 TESTING AND DISINFECTING: The new water mains shall be flushed, leakage and pressure tested, and disinfected by a Pipeline Testing Company which has been approved by the Architect. Leakage and pressure testing shall conform to the requirements of AWWA Standard C-600. Disinfection shall conform to the requirements of AWWA Standard C-601 "Disinfecting Water Mains". All testing reports shall be submitted to the Architect and Tenant. 3 .06 PIPE SIZING: Water pipe shall be sized based on requirements mandated by Tenant's Insurance carrier and of sufficient size to adequately service the development for both fire protection and domestic usage. In no event, will fire service be less than 8" diameter pipe. Generally, the domestic service will be 4" pipe reducing to 2-1/2" at the building service entrance. 3 .07 WATER PRESSURE TESTS: The G.C. shall furnish to Tenant copies of water pressure tests taken at nearest street +�• hydrant to verify adequacy of water conditions with copies sent to Tenant's insurance carrier. 4M go °' END OF SECTION 02713 «w SUPER STOP & SHOP Page 2-46 Northhampton, MA h Water Service Identification: Plastic line marker .A tape, nomenclature: "Caution, Buried Water Line Below". PART 3 EXECUTION 3 .01 GENERAL: Install exterior water service piping system in compliance with applicable codes and local regulations. Arrange and pay for legal tap to municipal water main. 3. 02 INSTALLATION: Extend water service piping to a point 5 feet outside building, for continuation by plumbing & sprinkler contractors. Cast-Iron Pipe: Install in accordance with AWWA C-600. Ductile-Iron Pipe: Install in accordance with +*� recommended procedures of the Cast-Iron Pipe Research Association (preferred type of pipe) . Steel Pipe: Install in accordance with AWWA M-11. Glass Fiber Reinforced Plastic Pipe: Install in accordance with ANSI/ASTM D-2774. (Use only if approved by Tenant) Control Valves: Install in accordance with .+ manufacturer's printed installation instructions. Joint Adaptors: Make joints between cast-iron pipe and other types of pipe with standard manufactured cast-iron adaptors and fittings. Grout joints between cast-iron pipe and concrete pipes with cement mortar to make watertight joint. 3 .03 INTERIOR INSPECTION: Inspect conduit to determine if line displacement or other damage has occurred. If the .,. inspection indicates poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects. 3.04 CLEANING CONDUIT: Clear interior of pipe of dirt and other superfluous material as work progresses. Place plugs in open end of uncompleted pipe at end of day or whenever work stops. ow MW ON we SUPER STOP & SHOP Page 2-45 Northhampton, MA am Plastic Coated Steel Pipe: ASTM F-423. Control Valves: a General: Provide valves and flow control devices as indicated. b Minimum Working Pressure: 150 psi unless otherwise indicated, or required. c Gate Valves: Standard shut-off valves with maximum working pressure cast into body, outside-screw-and-yoke type complying with AWWA .. C-500. d Check Valves: Gravity-operated, regular type, iron-bodied, bronze fitted with metal-to-metal or rubber faced checks, complying with AWWA C-506. e Butterfly Valves: Rubber seated, equipped with gear or travelling nut accuator to minimize water hammer, complying with AWWA C-504. Accessories: a General: Provide anchorages for tees, plugs, caps, and bends. After installation, apply a full * coat of asphalt or other acceptable corrosion-retarding material to surfaces of rods and clamps. b Clamps, Straps and Washers: Steel, ANSI/ASTM A-506. c Rods: Steel, ANSI/ASTM A-575. d Rod Couplings: Malleable iron, ANSI/ASTM A-197. e Bolts: Steel, ANSI/ASTM A-307. f Cast-Iron Washers: ANSI/ASTM A-126, Class A. g Thrust Blocks: 2500 psi concrete. Use at all changes in directions and elsewhere as necessary. SUPER STOP & SHOP Page 2-44 .. Northhampton, MA Fire Department, and local water Utility Co. All excavating, trenching, preparation of pipe bed, and backfilling for building water services shall be done as specified in Section 02221. Protect existing utilities from damage during excavation and backfilling of trenches, and if damaged, repair them at no expense to the Tenant. Make repairs under the supervision of the utility concerned. • 1.02 GUARANTEE: Provide a guarantee stating that the work will remain free of defects in materials and workmanship for a minimum period of 10 years. PART 2 PRODUCTS 2 . 01 GENERAL: Provide ells, tees, reducing tees, wyes, couplings, and other required piping accessories of the same type and class of material as the pipe, or of �* material having equal or superior physical and chemical properties. 2 . 02 MATERIALS: Cast-Iron Pressure Pipe: AWWA C-106, with fittings complying with AWWA C-110 and rubber gaskets complying With AWWA C-111; cast-iron fittings, ANSI/ASTM A-126. Provide cement mortar lining complying with AWWA C-104 . Ductile Iron Pipe: AWWA C-106, with fittings complying with AWWA C-110 and rubber gaskets complying with AWWA C-111. Provide cement mortar lining complying with AWWA C-104. Note this type of pipe is most preferred and must be used for all lines 4" in diameter or greater. 4M Steel Pipe: AWWA C-200, with flanges complying with AWWA C-207. Provide coal tar enamel protective coating complying with AWWA C-203 or provide cement mortar protective lining and coating complying with AWWA C-205. Copper Tube: ASTM B-88, soft annealed temper, cast copper alloy flared-joint fittings, ANSI B16.26, Type K. Glass Fiber Reinforced Plastic Pipe: ANSI/ASTM D-3517 or AWWA C-900. (Use only if Tenant has given prior approval) SUPER STOP & SHOP Page 2-43 Northhampton, MA SECTION 02713 - SITE WORK WATER MAINS PART 1 - GENERAL 1. 01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work of this section shall include the work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete all Site Water Main work required for the Tenant's Building, as indicated on the Drawings, including, but not limited to, the following: „ A. Pipe. B. Fittings. C. Valves. D. Hydrants. E. Thrust blocks. F. Testing. G. Disinfecting. All work must be installed in accordance with the requirements of the local municipal authorities. All local fire and health codes and the standards of the +®* Public Health Code of the state in which the project is located must be complied with where the requirements are more stringent and/or where additional materials are indicated. Site Work Contractor is to give proper and timely notice to municipal authorities prior to the date of the Construction of the Fire Protection and Domestic Water Systems. This notification must be given at least 5 days before commencing work. Site Contractor is to pay for any permit fees and for any municipal inspection charges. Perform all work in strict accordance with the National Standard Plumbing Code, Local Plumbing Code, NFPA, State, Federal and American Water Works Association rules, and �. requirements of the Landlord's Fire Insurance Company, the National Board of Fire Underwriters and the local SUPER STOP & SHOP Page 2-42 .w Northhampton, MA oft 3.07 TOLERANCES: Test finished surface of each asphalt am concrete course for smoothness, using 10' straight edge. Surfaces will not be acceptable if variations exceed the following tolerances: ow A. Base course surface: 1/411. B. Wearing course surface: 3/16". im C. Variation from indicated elevation: 1/211. 3 . 08 PROTECTION: After final rolling, do not permit .o vehicular traffic on pavement until it has cooled and hardened. Erect barricades to protect paving from traffic. 3 . 09 PAVEMENT MARKINGS: Lay out pavement markings and painted areas to indicate parking stalls, entrances, exits, traffic lanes, arrows, aisles, fire lanes, hazards, handicapped areas, curb edges, sidewalk edges and light pole bases. A. Painted stripes for parking shall be 4" wide, white double striped. Use paint specially formulated for this purpose. B. Paint diagonal line pattern on pavement for the full width of store front, at all hazard and no-parking areas, and at fire lanes. Refer to Tenant's standard striping details. All stalls are to be white in color; fire lanes, curb edges, light pole bases, edge of loading dock, are to be painted yellow. C. Apply 2 coats of traffic type paint. Apply the first coat not less than five (5) days after the placing of .� bituminous pavement or sealer. Immediately before applying the paint, clean the pavement surface. Apply 2nd coat just prior to store opening. D. Stencil handicap symbols on pavement at all stalls designated for handicapped. END OF SECTION 02500 4" .M we on SUPER STOP & SHOP Page 2-41 Northhampton, MA 3 .02 GRADING: Finish grading shall insure proper drainage of the site as indicated on the Drawings. All unpaved areas more than 25'-0" from the building, shall be compacted to a minimum of 90% (Modified Proctor) density per ASTM D-1557-70 unless otherwise recommended by the Soils Engineer. One compaction test for each 500 square yards of surface area shall be taken as directed by the Soils Engineer. 3.03 SURFACE PREPARATION FOR PAVING A. Proof roll subbase using approved compacting vehicle to check for unstable areas and areas requiring additional compaction. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. 1. Prime Coat: Apply over compacted subgrade. 2 . Tack Coat: Apply to contact surfaces of existing asphalt or portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. 3.04 PLACING MIX: Place asphalt concrete mixture on prepared base surface, spread and strike-off. Place each course to required grade, cross-section, and compacted thickness. Make neat joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work sections. Construct joints with same texture, density and smoothness as other sections of asphalt concrete course. 3.05 ROLLING: Begin rolling when mixture will bear roller weight without excessive displacement. Perform finish * rolling while mixture is still warm enough for removal of roller marks. 3.06 SEALING JOINTS: Fill all pavement joints and construction and expansion joints of sidewalks with joint sealing material immediately following the curing period or as soon as weather conditions permit. Use hot joint sealer for all pavement, curb, and gutter joints; use cold joint sealer for all sidewalks and joints abutting curbs. ±A. an SUPER STOP & SHOP Page 2-40 .m Northhampton, MA B. Construct base course when air temperature is above 30°F and rising. Construct asphalt concrete wearing surface course when atmospheric temperature is above 40°F, and when base is dry. 1.06 GUARANTEE: Provide a warranty stating that the work will remain free of defects in materials and workmanship for a minimum period of 10 years from the • date of substantial completion and acceptance, and that upon failure of the installation to perform as warranted, the Contractor will repair or replace the defective work to conform with the requirements of the Contract Documents, including removal and replacement of other work as required. .o PART 2 PRODUCTS ,f. 2.01 ASPHALT PAVEMENT: Shall be as indicated on the Drawings.Asphalt Pavement: 2 . 02 CONCRETE: ANCILLARY SIDEWALKS, SET DOWN PADS, TRANSFORMER PADS, WATERLINE THRUST BLOCKS AND MISCELLANEOUS OTHER CONCRETE: As specified under Section 03000, Concrete, minimum compressive strength 4000 psi at 28 days, 6 percent (plus or minus 1 percent) air-entrained. 2. 03 REINFORCING: As specified under Section 03000, Concrete. 2 . 04 EXPANSION JOINT FILLER: Preformed expansion joint filler conforming to ASTM D-1752, 1/2" thickness. 2 . 05 EXPANSION JOINT SEALANT: Meeting requirements of ••� Federal Specification TT-S-00227E, compatible with filler used, Type 1, Class "A" for horizontal joints - Type 2, Class "A" for vertical joints (curbs) . Color: gray. PART 3 EXECUTION 3 . 01 GENERAL: Install bituminous paving over the entire area intended for parking and receiving areas, as indicated on the Drawings. am No SUPER STOP & SHOP Page 2-39 Northhampton, MA +�* SECTION 02500 - FINISH GRADING, PAVING, STRIPING PART 1 - GENERAL 1. 01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete all Finish Grading and Paving work. Provide pavement designed to ensure a smooth, quiet surface for traffic, be resistant to the wear of traffic, be highly stable to resist rutting, shoving, or other surface deformations, have a high coefficient of friction, to have sufficient density to be waterproof, to retard weathering, and to resist damage from freezing and thawing. 1. 03 CODES AND STANDARDS: Pavement shall be as indicated on the Drawings. Ramps (if indicated as paved) in conformance with A.D.A. requirements. M" 1.04 QUALITY ASSURANCE: Testing and sampling of paving materials and base shall be performed by an independent testing laboratory selected by Stop & Shop. All services performed by the Testing Agency shall be paid for by the Contractor. A. Use only materials that are furnished by a bulk asphalt Concrete producer regularly engaged in the production of hot-mix, hot-laid asphalt concrete. B. Submit Certification of Compliance for all materials specified to comply with referenced standards. 1. 05 ENVIRONMENTAL CONDITIONS A. Apply prime and tack coats when ambient temperature is above 50°F, and when temperature has not been below 35°F, for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. MM SUPER STOP & SHOP Page 2-38 Northhampton, MA D. After the 30-day establishment maintenance period, the Contractor shall request Tenant's Engineer, for an inspection to determine whether the plant material is acceptable. If the plant materials and workmanship are acceptable, written notice will be given by the Engineer to the Contractor, Owner and Tenant stating that the guarantee period begins from the date of inspection. E. The Owner's maintenance shall begin subsequent to the 30-day establishment maintenance period. F. Guarantee: 1. The Contractor and landlord shall guarantee all plants and materials to be in good, healthy, flourishing and acceptable condition, for a period of one year beginning at the end of the 30-day establishment period. All trees and shrubs that show evidence of deterioration at end of 1 year period shall be replaced by the Contractor. �a ** END OF SECTION 02480 �w am SUPER STOP & SHOP Page 2-37 Northhampton, MA B. All plants shall be sprayed with an antidesiccant. The antidesiccant shall be applied according to the manufacturer's directions to thoroughly cover all above-ground parts. The time of application shall be as follows, unless otherwise approved: Evergreen: Apply within ten (10) days following the planting. Deciduous: Spring Planting -- Apply when leaves have reached at least seventy-five percent (75%) of mature size. Fall Planting -- Apply in October or November when the temperature is 40°F or over. C. All dead and rejected plants shall be promptly removed from the job by the Contractor and replaced at no cost to the Owner. D. Settled plants shall be reset to proper grade and position, planting saucer restored and dead material removed. Stakes and wire shall be tightened and repaired. Defective work shall be corrected as soon as possible after it becomes apparent and weather and season permit. , 3 . 04 SUBSTANTIAL COMPLETION INSPECTION, ACCEPTANCE, MAINTENANCE AND GUARANTEE A. The Tenant's Engineer shall inspect all work shown on the drawings and as specified for substantial completion upon written request of the Contractor. The written request shall be received at least 10 calendar days before the anticipated date of inspection. B. Upon completion and reinspection of all repairs or renewals necessary in the judgement of Tenant's Engineer, he shall certify in writing to the Owner, tenant, and the Contractor as to the substantial '" completion of the work. C. The Contractor's establishment period of maintenance shall begin on the date of acceptance of substantial completion and continue for a period of 30 days. �w SUPER STOP & SHOP Page 2-36 Northhampton, MA 3. 02 PLANTING COORDINATION MW A. The Contractor shall request that a Landscape Architect select and tag stock to be planted. This request shall be made 30 days prior to the date on which stock selections are to be made. The Contractor shall supply the necessary tags or seals which shall be durable and capable of accepting weather-resistant ink or an embossed process. The tags or seals shall be attached directly and securely to each selected plant. B. The Contractor shall be responsible for accepting the plant material delivered by the nursery supplier and shall notify Stop & Shop of the date of delivery to allow an on-site inspection of the plant material prior to unloading. C. The Contractor shall inform Tenant and the Architect when planting will commence. D. Failure to notify Tenant or the Architect in advance, in order to arrange proper scheduling, may result in loss of time or removal of any plant or plants not installed as specified or directed. 3. 03 CONTRACTOR'S MAINTENANCE OF PLANT MATERIALS A. Maintenance of planting shall begin immediately after each plant is planted and shall continue until the acceptance of the work at Substantial Completion Inspection. Maintenance of planting shall consist of keeping the plants in a healthy growing condition by watering, weeding, cultivating, pruning, spraying with insecticides and herbicides for disease and weed control, tightening of guys, remulching, applying approved antidesiccant as necessary, all of which is to insure that well established plants and materials shall have been installed as specified. SUPER STOP & SHOP Page 2-35 Northhampton, MA 4M D. Planting: am 1. The plants shall be planted in the center of the holes and at the same depth as they previously "° grew. Enough backfill mixture shall be used to bring the surfaces to finish grade when settled. Trees shall be staked, wrapped and mulched as ow shown on the drawings. Plants shall be flooded with water twice within the first 24 hours of time of planting, and any material settlement corrected at this time. E. Pruning New Plants: 1. Each tree and shrub shall be pruned in accordance with American Nurserymen Association Standards to preserve the natural character of the plant. F. Drainage: 1. Where an impervious stratum of soil is encountered during the excavation of plant pits or beds, all such soil to a depth as approved shall be removed and backfilled with acceptable material. The .. plant may be relocated only by approval of the Tenant. a. Tenant's engineer shall select three tree pits for tree pit drainage testing. The contractor shall fill these tree pits with water. Any water left in the tree pits after a 24-hour period, shall be brought to the Engineer's attention. b. All areas to be planted are to be left unpaved, with a soil compaction not to exceed 90% in these areas. All plant areas are to be designated on site with markings to avoid pavement placement, excessive compaction or soils pollution. C. Cleanup: After completion of all work, all debris, rubbish and surplus materials shall be removed from the site. The site shall be left clean, presentable, and to the satisfaction of Tenant's engineer. �s SUPER STOP & SHOP Page 2-34 Northhampton, MA directed by the Engineer. 2. Evergreen plants may be planted in the spring prior to new growth appearing, approximately March 15 through June 1, and in the fall, any time between September 15 and November 30, and when ground is not frozen. 3. Planting season dates may be adjusted pending location of store. 4. If the construction completion date prohibits in-season planting, the Contractor shall complete his work within the project date and prepare himself for out-of-season planting, including wilt-proofing and extra watering. Plant guarantee periods remain as stated below. No frozen ground planting is permitted. C. Tree Pit Excavations: 1. Excavate tree pits to the depths required by the details on the site and planting plans. Entire island area must be free of pavement. A e. SUPER STOP & SHOP Page 2-33 .� Northhampton, MA the Massachusetts DPW Standard Specifications. Curb shall be manufactured 18" deep, 6" thick at the top and 7" at the bottom with front vertical face. Exposed arises shall be chamfered. B. The trench for the curb shall be excavated to a width of 18". The bottom of the trench shall be a depth of 24". C. The curb shall be placed in a compacted gravel bedding having a minimum depth of 6" under the curb, and stiffened with concrete backing. D. Set curbing to the required line and grade filling all spaces under and sides of the curb with compacted gravel. Curb shall be batted together. E. The joints of the curb (both front and back) shall not be mortared. F. Curbs shall be free of honeycombing and exposed surfaces shall be free of form marks. G. Note some curb is on a radius, others straight. All radius portions of curbing shall be poured in place. H. At Tenant's option, a similar size of curb cast in place will also be acceptable. In such cases, curb shall be in 6' to 10 ' uniform lengths and shall comply with applicable Mass. DPW Specifications. PART 3 EXECUTION 3 . 01 METHODS A. Personnel: 1. The planting shall be performed by personnel familiar with the accepted procedure of planting, and under the constant supervision of a qualified foreman. B. Planting Season: 1. Deciduous plants shall be planted only when „ dormant and when ground is not frozen, that is, before leaves appear in the spring and subsequent to their loss in the fall, unless otherwise 40 SUPER STOP & SHOP Page 2-32 Northhampton, MA 2.03 PLANT MATERIAL: A. The Contractor shall furnish and plant all plants shown on the drawings, as specified, and in quantities as listed on the PLANT LIST. No substitutions will be permitted unless approved by Tenant. All plants shall be nursery grown. B. Plants shall be in accordance with the current "American Association for Nursery Stock" as published by the American Association of Nurserymen. C. All plants must be moved with the root systems as solid units with balls of earth firmly wrapped with burlap. No plant shall be accepted when the ball of earth surrounding its roots has been badly cracked or broken before planting. All plants shall be freshly dug. All plants that cannot be planted at once must be heeled-in by setting in the ground, and covering the balls with soil and then watering. 2.04 MATERIALS FOR PLANT PROTECTION: A. Stakes shall be 2-inch by 2-inch, of white or red cedar or other approved material, unpainted, 10 ' long. B. Wire for staking trees shall be pliable, No. 12 gage galvanized annealed steel. C. Hose for covering wire shall be new or used two-ply reinforced rubber garden hose not less than 1/2" inside diameter, black in color. D. Wrapping material shall be first quality, heavy waterproof paper 30-30-30 Krinkle Craft or equal in 4" wide strips. E. Antidesiccant: Antidesiccant shall be emulsions or other materials which will provide a protective film over plant surfaces, permeable enough to permit transpiration. Antidesiccant shall be wilt-proof or equal and shall be applied at the rates recommended by the manufacturer. 2. 05 PRECAST OR CAST-IN-PLACE CONCRETE CURBS: A. Precast concrete curb shall consist of air entrained Class D cement and conform with Section M, 4.02. 14 of ..R SUPER STOP & SHOP Page 2-31 Northhampton, MA B. Peat: The material shall be natural humus, reed peat or sedge peat. It shall be free from excessive amounts of zinc, low in wood content, free from hard lumps and , in a shredded or granular form. According to the methods of testing of A.O.A.C. in effect on the date of planting start, the acidity range shall be approximately 5.5 pH to 7.6 pH and the organic matter shall be not less than 85% as determined by loss on ignition. The minimum water absorbing ability shall be 200% by weight on an oven-dry basis. • C. Fertilizer: Shall be commercial fertilizer 5-10-5 fertilizer mixture. It shall be delivered at the site , in the original sealed containers. D. Water: Water used in this work will be furnished by the Landlord and will be suitable for plants and free from oil, acids, alkali, salt and other substances harmful to plant life. Hose and other water equipment required for the work shall be furnished by the Contractor. E. Limestone: For soil pH adjustment shall be ground limestone having a minimum total neutralizing value of 88% calcium carbonate equivalence. A minimum of 90% shall pass the 20 mesh sieve and a minimum of 60% shall pass the 100 mesh sieve. F. Agricultural Sulphur: For soil pH adjustment shall meet the material requirements of the soils testing agency. G. Mulch: Wood bark mulch for-mulching plants may be either hardwood or softwood chips as produced by any standard chipping machine. No leaves, young green growth, branches, twigs 2" or less in diameter, wood shavings, sawdust or foreign material such as stones, • etc. , shall be mixed with the mulch. Mulch shall not exceed 1" in greatest dimension. 2 . 02 PLANT BACKFILL MIXTURE: A. The plant backfill mixture shall consist of 75% amended topsoil and 25% peat by volume, thoroughly mixed together. The amendments shall be as required by soil testing laboratory. 40 SUPER STOP & SHOP Page 2-30 Northhampton, MA •• SECTION 02480 - LANDSCAPE WORK PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1. 02 WORK INCLUDED: This section specifies furnishing and placing of planting mix, furnishing and planting of trees, shrubs and groundcovers, including fertilizing, mulching, staking, guying and related planting procedures; and also the maintenance and guarantee of plant materials. 1. 03 SUBMITTALS: Report from qualified testing laboratory testing topsoil and planting mix for nitrate, nitrogen, ammonium nitrogen, phosphorus, potassium, calcium, aluminum, soluble salts, and acidity of the soil. Report should contain recommendations on fertilizers and necessary soil additives to achieve the best results for the variety of plants specified. Qualities of soil additives to be used shall be based on this report. PART 2 - PRODUCTS 2. 01 SOILS: A. Topsoil: Fertile, friable, natural topsoil typical of the cultivated topsoils of the locality; free of stumps, roots, stiff clay, stones larger than 1" in diameter, noxious weeds, sticks, brush, or litter. Material must be reasonably well drained, capable of supporting plant growth and must not contain toxic amounts of either acid or alkaline elements. Topsoil shall be from one source only. No topsoil or plant mix shall be amended or installed while it is in a wet or frozen condition. sm SUPER STOP & SHOP Page 2-29 00 Northhampton, MA 4W 2 .06 SIGNS: Provide Traffic Control Signs and Handicap Signs „ in accordance with A.D.A Requirements. 2. 07 OTHER SITE IMPROVEMENTS: Refer to other sections of this specification for concrete curbing, pavement, 4M striping, site lighting and foundations for same and other site related work. For site lighting specifications refer to Section 16000 go ,M x. END OF SECTION 02440 4M SUPER STOP & SHOP Page 2-28 Northhampton, MA Bottom Tension Wire: No. 7-gage (aluminum coated) spring coil tension wire. Tension wires to be attached to fence fabric with rings approximately on 24" centers. Tension wires to be used only between line posts. Braces: Brace material to be the same as top rail. Extend braces from each terminal post and gate posts to the first adjacent line post. Extension Arms: Pressed steel or malleable iron base with pressed steel arms at 450 angle, slotted to carry three evenly spaced strands of barbed wire. The top strand is to be located approximately 12" above the height of fence fabric. H. Gate Frames: 2" O.D. pipe weighing not less than 2.72 pounds per lineal foot. All drive gates to be equipped with a positive type latching device with provisions for padlocking. All drive gates to be provided with center plunger rod, catch, and semi-automatic outer catches to secure gates in open position. Gate Posts: Fence manufacturer's standard, of adequate size, with standard metal post top. Galvanizing: All items to be hot-dip galvanized in accordance with ASTM A-120, A-123, or A-153, as applicable. Installation: Install in proper alignment, with posts plumb and all wire work taut. Equalize the tension or pull on each side of the posts, and diagonally brace all corner, end, and pull posts. Set all corner, end, pull, and gate posts 3 feet deep in concrete footings 3 '-6" deep and 12" in diameter. Set all line posts 3 feet deep in concrete footings 3 '-6" deep and 9" in diameter. Space line posts maximum 10' center to center. All hardware shall be thoroughly secured, properly adjusted, and left in good working order. Install fences where indicated on the Drawings. 4M SUPER STOP & SHOP Page 2-27 Northhampton, MA 2.04 GUARDRAILS: 12-gage mild steel galvanized flex beam AN guardrail with posts manufactured by Armco Metal Products, Inc. or equal installed in accordance with the manufacturer's instructions. Furnish curved end sections or end wings. Galvanized metal shall be 4W chemically treated with Lithoform Stibloy or approved equal in accordance with the manufacturer's directions. Give all other metal surfaces one coat of red lead ow primer and 2 coats of Effecto Enamel. Install at all edges of down slopes to protect cars and trucks from accidental slope descents (see plan for locations) . 2 . 05 CHAIN LINK FENCE: Where shown on the Drawings, shall conform to the following: Fabric: Install where required at property lines, retention basins, transformer enclosures, etc. No. 9 gage, Class I, galvanized steel wire woven in 2" mesh .� with top and bottom salvages barbed, conforming to the requirements of ASTM-392, and zinc coated after fabrication by hot-dip galvanizing process. Barbed Wire: Surmount the fabric with 3 strands of barbed wire, each strand consisting of two No. 12-gage twisted aluminized steel line wires with No. 14-gage **� aluminum 4-point barbs spaced not more than 4" apart. Wire shall have a Class III galvanized rating in accordance with ASTM A-121. Line Posts: Steel I-beam sections weighing not less than 4. 10 pounds per foot or 2-1/2" O.D. pipe, weighing not less than 3.65 pounds per lineal foot. Terminal Posts: I-beam section or 3" O.D. pipe weighing not less than 5.79 pounds per lineal foot. *� Top and Bottom Rails: Steel I-beam sections or 1-5/8" O.D. pipe weighing not less than 2.27 pounds per lineal foot. Top rail to pass through base of line post tops and form a continuous brace from end to end of each stretch of fence. Bottom rail to extend from each terminal and gate posts to the first adjacent line post. Aft No SUPER STOP & SHOP Page 2-26 Northhampton, MA am SECTION 02440 - SITE IMPROVEMENTS (MISCELLANEOUS) PART 1 - GENERAL 1. 01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete all Parking Area Painting, Signs, Guardrails, and Fencing work, as indicated on the Drawings. 1.03 CODES AND STANDARDS: All work shall be in conformance with all applicable local, state, and federal laws, codes, and ordinances. PART 2 - MATERIALS/ITEMS OF EQUIPMENT ,ter 2.01 PRECAST CONCRETE WHEEL STOPS: Form as detailed. Pin in place with steel anchor pins, where shown on Site Plan or required for protective measures. 2. 02 BUMPER PIPES (BOLLARDS) Steel pipe, 8" diameter, 8 '-0" long (3 ' below grade) , filled with concrete. Locate at each unprotected corner of building 2 '-0" from the projected line of each wall, and at utility meters, stairways, transformer pads and elsewhere as necessary to protect building elements from vehicular damage. Set top of pipe 5'-0" above finished grade in concrete foundation. Paint as specified for exterior ferrous metals (yellow) . Bumpers are not required at any building corners protected by a sidewalk and curb. 2. 03 METAL DIVIDER STRIP Steel roadway curb (1/4" x 5" deep) , landscape border (3/16" x '4" deep) , and lawn strip (1/8" x 411) manufactured by Joseph T. Ryerson & Son, Inc. Use at grassed area perimeters unless curbing is specified or shown on site plan. ,w SUPER STOP & SHOP Page 2-25 Northhampton, MA 3 . 02 INSTALLATION: Do all necessary trenching, shoring, and backfilling required for the proper laying of the pipe lines in accordance with Section 02221. Trenches shall be cut to correct grade, and bell holes shall be excavated to insure the pipes bearing for their entire length upon the lower third of the pipe. If rock is encountered, it shall be excavated to a depth of 3" below the bottom of the pipe and the space filled with well-taped sand and pea gravel. If it is necessary to lay pipe on fill, the fill shall be compacted in a manner approved by the Soils Engineer. Do not backfill until the installation has been inspected, tested, and approved. Install pipe promptly after excavation to keep the excavation open for as short a time as possible. Construct pipe lines of full length sections of pipe. Where manholes occur in pavement areas, install so that tops of frames and covers will be flush with finish surface. Provide rubber joint gasket complying with ASTM C443 between manhole sections. Cleanouts in lines up to and including 8" shall be the same size as the pipeline. Set top flush with finished grade. Provide retention or detention basins as indicated on the Darwings. 40 END OF SECTION 02420 AOW SUPER STOP & SHOP Page 2-24 Northhampton, MA ow G. Furnish factory-fabricated ells, tees, reducing tees, eyes, couplings, increasers, crosses, transitions and end caps of the same type and class of material as the .R conduit, or of material having equal or superior physical and chemical properties. H. Precast Concrete Manholes: Per ASTM C478. "" I. Manhole Frames and Covers: Grey cast iron, ASTM A48, Class 30B complying with requirements of FS RR-F-621 go for type and style indicated. J. Manhole Steps: Grey cast iron, ASTM A48, Class 30B, integrally cast into manhole sidewalls, unless on otherwise indicated. K. Catch Basin Frames and Gratings: Grey cast iron, .� ANSI/ASTM A48, Class 30B complying with requirements of FS RR-F-621, for type and style required. L. Cleanouts: Iron body type with extra heavy bronze plugs. M. Pipe joints: Provide tongue-and-groove joints for all pipe. PART 3 - EXECUTION .. 3 . 01 GENERAL: Gravity sewer and storm drain lines shall be installed prior to the installation of any other utility lines in the same area. Not W* am go m ma «p SUPER STOP & SHOP Page 2-23 Northhampton, MA 00 "p SECTION 02420 - STORM WATER DRAINAGE SYSTEM, CATCH BASINS, AND MANHOLES w. PART 1 - GENERAL 1. 01 GENERAL REQUIREMENTS: The General Conditions and lop Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED:The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete all Storm Water Drainage + m System work. PART 2 PRODUCTS 2.01 GENERAL: Use only new materials. Use the standard product of a single manufacturer for each type of article. 2. 02 MATERIALS A. Cast-Iron Soil Pipe: ASTM A74, bell and spigot type with neoprene rubber gaskets conforming to ASTM C564 . B. Reinforced Concrete Pipe: ASTM C76 with modified tongue-and-groove compression gasket joints complying with ASTM C443. This is preferred type of pipe to be used unless special design considerations exist. C. Concrete Pipe: ASTM C14, Class 2. D. Corrugated steel pipe shall be standard size, galvanized both sides in accordance with AASHTO M-36 and shall be helicaly fabricated with welded or lock seams. Corrugation of pipe shall be 2-2/3" pitch by 1/2" in depth. E. Acrylonitrile-Butadiene-Styrene Pipe: ASTM D2751. F. Poly Vinyl Chloride Pipe: Note that this type of pipe is not permitted in traffic areas and may be used only with special approval of Stop & Shop. SUPER STOP & SHOP Page 2-22 .� Northhampton, MA 3 . 05 SOIL COMPACTION: Compact backfill to at least 95% of .� maximum density per ASTM D-1557. 3 . 06 REPAIR OF PAVEMENT AND SIDEWALKS: Where necessary to cut pavement, sidewalks, or other permanent surfaces, the cuts shall be made with neat lines at least one foot wider than the trench. Cut materials to be disposed of by the Contractor. The surfaces that are cut shall be restored to a condition at least equivalent to the condition existing before the cut was made. The Contractor shall cooperate by keeping portions of driveways open for use. Concrete for repair work shall be Type I as specified in Section 03000, Concrete. Concrete shall be finished to match the surrounding surfaces as nearly as possible. Asphaltic concrete for repair work shall conform as nearly as possible to the material removed. „ 3.07 GAS, ELECTRIC, AND TELEPHONE SERVICES: Make Application to Utility Companies and provide adequate gas main to location at exterior of building shown on Tenant's layout plan for connection by plumbing contractor. Make applications to Utility Co. and provide for power of appropriate capacity to transformer location per • Tenant's fixture plan. Provide conduits below ground or on Electrical Co. Utility Poles for Tenant's telephone service. If municipal fire alarm service is available «� provide connection from street to building. END OF SECTION 02221 "' r SUPER STOP & SHOP Page 2-21 Northhampton, MA •• SECTION 02221 - EXCAVATING, TRENCHING & BACKFILLING FOR UTILITIES SYSTEMS PART 1 - GENERAL 1. 01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 DESCRIPTION: The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete Excavating, Trenching and Backfilling for all Utility Systems, including M.H. 's, C.B's, Storm and Sanitary Sewers, Gas and Electric lines, Telephone lines and Water lines}V44Ak O PART 2 - PRODUCTS 2 . 01 MATERIALS: Excavated material approved by Soils ,f,,,, Engineer or material specified in Section 02210 of this Specification. so PART 3 - EXECUTION 3 . 01 GENERAL:Coordinate the work with related site and construction work so as to not delay the project. Keep trenches open for the least time practical. 3 . 02 EXCAVATION: Protect bottom of trenches from frost. Keep trench bottoms dry. Maintain indicated pitch for gravity sewer lines. 3 . 03 SHORING: Slope sides of trenches at natural angle of repose (or less) or provide shoring as the excavation progresses. 3 . 04 BACKFILLING: Do not start backfilling trenches until utility lines have been inspected and approved. Protect lines during backfilling. Backfill in layers with suitable excavated material or select fill materials. Backfill systematically and as soon as possible to allow maximum time for natural settlement. Maintain optimum moisture content of backfill so as to attain the required compaction density. Install appropriate utility line marker tape. Provide sand bedding at electrical lines and other utility lines that may require special imbedment. :fir am SUPER STOP & SHOP Page 2-20 Northhampton, MA .f. Definition: Whenever the word "removal" is used in „W connection with rock, it is to be construed to mean "blasting, excavating, and the removal of rock that cannot be broken up by machines and removed. " ON General: Blasting shall be done as necessary for breaking rock for removal to depths, limits and extent required for the construction of the building site grading and utility lines. Blasting shall be performed only by experienced, competent, licensed personnel under the direct supervision of an experienced, competent, licensed foreman. Precautions: Blasting shall be permitted only when proper and adequate precautions have been taken for the •* protection of personnel, work and property. Caps, fuses and other exploders shall in no case be stored in the same place in which explosives are stored. All operations involving delivery, handling, storage, and the use of explosives shall be conducted in accord with applicable laws, statutes, and regulations of the State, Municipal or other governing bodies having " jurisdiction. Open Rock and Rock in Trenches shall be removed to a depth of 8" below required grades. 00 END OF SECTION 02220 an am s. war SUPER STOP & SHOP Page 2-19 Northhampton, MA so 1. 10 MISCELLANEOUS ITEMS A. PROTECTION Provide all protective measures necessary for the safety of workmen. The above shall be carried out in accordance with and in compliance with regulations of local, county, federal and OSHA authorities having jurisdiction over same. Protection is entirely the responsibility of the General Contractor. Provide all necessary shoring, bracing designed to protect against caving in and/or displacement of adjacent areas and disturbance to other work. All bracing sheeting, and/or shoring, shall be removed from the site when considered unnecessary. All material classified as potentially hazardous, such as petroleum products, oil tanks, "" alkalies, PCBs, or other such contaminants must be removed from site in accordance with Federal and Local Environmental Agency Standards and Requirements. 0. B. PUMPING AND BAILING to The Contractor shall do all pumping, bailing and shall furnish all necessary pumps, power and attendance to keep all excavations, forms and pits, utility trenches, free from water at all times. Method of draining excavated areas is Contractor's responsibility. C. ROCK EXCAVATING Rock less than 2 cubic yards in size is not to be construed as a ledge or rock formation. Contractor is to remove same classified as earth. In the event that rock is encountered, and is of a type that cannot be broken up and excavated by machine, or moved into deep fill areas,blast as necessary and remove and dispose of same off-site. Rock that can be broken up, excavated by machine and/or moved into deep fill areas shall be reduced to a size not exceeding 6" prior to depositing on in deep fill areas. Soils Reports have been made available to the Contractor as a guide and indication of subsurface conditions. The General Contractor shall be responsible for the removal of rock in order to build the project. The General Contractor may, at his expense, take additional borings to determine the extent of rock. THERE IS NO PAY LINE. SUPER STOP & SHOP Page 2-18 Northhampton, MA 1. 07 FILLING - SUBBASE FILL Compaction of all subbase fill, either imported or on-site, shall be compacted at a moisture content .« 1-1.5% drier than optimum as determined in the lab. The subbase fill shall be placed in uniform layers not exceeding nine (9) inches in depth when uncompacted. Each lift shall be compacted to not less than 95% of its maximum dry density determined in the lab as modified proctor density and shall be monitored by the resident soils engineer using the applicable ASTM standard for testing. At least two (2) field density tests shall be performed per lift within the area being filled on any given day beneath the proposed buildings provided the lift area does not exceed five hundred (500) square yards. 1. 08 BACKFILLING In all locations requiring backfilling, backfill is to be of granular material from approved on-site material •• or off-site sources to sieve analysis set forth in Paragraph 4. 1. 1. 09 OFF-SITE MATERIALS FOR FILL UNDER CONCRETE SLABS ON GRADE Site Contractor is to establish Building Pad at underside of floor slab, plus or minus 1/211 . Prior to placing fill fine grading materials on building pad, existing pad fill shall be leveled and recompacted. Fill materials under concrete slabs on-grade in building areas, under sidewalks, pads, concrete aprons, etc. , are to be to the sieve analysis previously shown for controlled structural fill. Compaction of fill shall be as previously set forth. When compacting fill with mechanical compactor against foundation walls, pits, loading dock, etc. . Contractor shall provide complete protection against damage to said installations. There is to be a layer of no less than 6" of clean bank run gravel fill below all slabs on grade. am so ow SUPER STOP & SHOP Page 2-17 Northhampton, MA on we A. Contractor shall place, and compact Bank-Run Sand and Gravel from approved imported sources consisting of 4" clean bank-run gravel, or sandy gravel, free from organic material, loam, wood, trash, snow, ice and other objectionable material, well graded within the following limits: Maximum retained on 3/4" sieve 30% Maximum retained on No. 4 sieve 50% Maximum passing 100 sieve 25-30% Maximum passing 200 sieve 5% No material larger than 2-1/2" to 4" sieve size. When available, on-site material may be used in place of imported controlled structural fill with the soils engineer's approval. B. Compaction of bank-run gravel under footings, foundations, under slabs on grade, and in building areas shall be to 95% of maximum density in accord with ASTM Test Designation D1557. C. Granular material where required under footings and foundations shall conform to material and gradations previously specified and shall be determined in accordance with ASTM Standard Specifications C117 and C136. 1.06 FILLING - IMPORTED CONTROLLED STRUCTURAL FILL Compaction of the controlled imported structural fill shall be performed at a moisture content 3% drier than ON optimum as determined in the lab. It shall be placed in uniform layers not exceeding 10 and/or 12 inches thick after compaction. Each lift shall be compacted to not less than 95% of the maximum dry density 40 determined within the lab as modified proctor density and shall be monitored by the soils engineer using the applicable ASTM standard for testing. Each lift shall 40 have a minimum of two (2) density tests per five hundred (500) square yards, one located in the area of a proposed column and the second located under a continuous wall footing. More frequent testing may be 40 required at the discretion of the soils engineer based on the extent of filling on any given day or should any area become suspect. so ear SUPER STOP & SHOP Page 2-16 Northhampton, MA This grading also shall be determined in accordance with ASTM standard Specification C117 and C136. 2 . The subbase fill may be used in all fill areas where controlled structural fills specified for buildings are not required due to soils conditions, as long as the requirements listed in Section 2.3.1 are met. Under no circumstances shall subbase material be in direct contact with a structural support component, or in support of any of the proposed utilities. 1.04 EXCAVATION Excavate and remove all earth, and related materials and backfill to extents and depths required below •• finished floor grade to obtain the proper elevation of the bottom of the following, but not limited to the same: A. Foundation walls, exterior column footings. B. Interior column footings. C. Underfloor Utility Lines (to 5'-0" outside of building lines) including underfloor piping work and approximately 2500-to-3000 linear feet for Tenant's refrigeration lines. D. Floor slab depressions and pits, and including waste ' pit. E. Loading docks, stairs and ramps. F. Transformer pad and conduits from transformer location. G. Steel guard post bases or pipe bumpers. H. Dispose of all unused excavated materials away from the site. 1. 05 FILLING AND BACKFILLING Filling and Backfilling work shall include but is not limited to the following: �, 4W 40 SUPER STOP & SHOP Page 2-15 Northhampton, MA 46 Location: Imported controlled structural fill shall be used when necessary to provide proper soils bearing capacity: 1. Under all proposed buildings and sidewalks and at least five (5) feet beyond the limits of the proposed buildings to a depth as required by foundation design where sidewalks are not part of the scope of building work. 2. Under all footings (continuous or spread) to a depth of at least twelve (12) inches, or as required by foundation design. 3 . For all load carrying structures which are situated in areas of soft organic soil deposits subsequent to the removal of said soft organic soil deposits. .ter 4. Sand shall be used as bedding for all drainage and sewerage utilities, unless groundwater problems are encountered or anticipated, that may require the use of crushed stone. C. SUBBASE FILL 1. Subbase fill shall consist of inert material that is clean, hard, durable stone, sand and nonplastic silt completely free of clays, frozen sections and foreign substances. It may consist of either natural or washed soil and must be free of organics. The subbase fill shall be a well graded mixture, shall have material not larger than four (4) inches and must comply with the following grain size gradation by weight: ! " Maximum passing No. 100 sieve 35% Maximum passing No. 200 sieve 25% Im SUPER STOP & SHOP Page 2-14 am Northhampton, MA .ft 10. Supervise environmental protection procedures as fte required by Federal, State, and Municipal Agencies. NOTE: Copies of test results and recommendations are to be sent to Stop & Shop. Site Work Contractor shall prepare building and sidewalk areas to underside of floor slab plus or minus 1/2": *** Under no circumstances shall any material other than approved on-site material, or specified imported controlled structural fill be used for filling within a depth of ten (10) inches below *�* building and sidewalk slabs on grade or within a depth of twelve (12) inches beneath all column or wall support footings. Imported controlled structural fill shall also be utilized in all areas supporting earthen or other load carrying structures where organic soil materials are encountered. B. CONTROLLED STRUCTURAL FILL Imported controlled structural fill shall consist of inert material that is hard, durable stone, and coarse sand, practically free from silts, clay, frozen sections and foreign substances. It may consist of either natural or washed soil and must be free of organics. The material shall be a well graded mixture, shall have no material larger than four (4) inches and must have the following gradations by weight: Maximum retained on 3/4-inch sieve 30% Maximum retained on No. 4 sieve 50% Maximum passing 100 sieve 25% Maximum passing 200 sieve 5% This grading shall be determined in accordance with ASTM standard Specification C117 and C136. r SUPER STOP & SHOP Page 2-13 Northhampton, MA SECTION 02220 - EXCAVATING, FILLING AND BACKFILLING (BUILDING) PART 1 - GENERAL 1. 01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1. 02 WORK INCLUDED: Contractor shall perform all excavating and backfilling required in connection with building, r sidewalk, loading docks, and underground utilities construction, including refrigeration conduits and pull boxes 1bCAk6-% ` )tc'uck �s , 1. 03 SPECIAL REQUIREMENTS: A. SOILS ENGINEER The Contractor shall engage a registered soils engineer to perform the following minimum services: ,ter 1. Examine on-site materials to determine suitability for use. 2. Recommend locations for placing on-site materials. 3. Make recommendations for compacting on-site materials. 4. Determine suitability of soil under footings, foundations. 5. Perform compaction tests, and supervise filling operations. 6. Determine extent of unsuitable material removal. s 7. Test materials proposed for use from off-site and on-site sources. 8. Make dewatering recommendations. 9. Supervise the placing and compacting of approved materials under footings, foundations, slabs, "" utility lines and paved areas. .o SUPER STOP & SHOP Page 2-12 Northhampton, MA Do not backfill over existing subgrade surfaces that .. are porous, wet, or spongy. Cut out such soft areas and backfill with approved excavated subsoil or select fill and compact to the density required for backfill. Backfill systematically and as early as possible to allow maximum time for natural settlement. Backfill against newly-constructed concrete or masonry only AW after construction has cured a minimum of eight (8) days. Maintain optimum moisture content of backfill materials so as to attain the required compaction density. .. 3 . 03 SOIL COMPACTION: If required, moisten or dry out fill and backfill to optimum moisture content, and then compact to at least the following percentage of maximum density. Material Percent of Max.Density .� Fill under building and extending 25 '-0" beyond building line (including entire Truck Receiving Area) 95 Backfill against retaining wall not supporting structures 90 Backfill against retaining wall supporting structures 95 Fill beyond 25'-0" of building line 90 3 . 04 REPAIRS: Where completed, compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape and compact to required density prior to further construction. 3 . 05 SOIL POISONING: Apply environmentally acceptable poisoning solution to the soil along the interior sides of all foundation walls and• all areas immediately below expansion joints, control joints, and all areas where slabs will be penetrated by pipe, ducts and other construction features. Upon completion of the work and as a condition of final acceptance, furnish a written guarantee providing that the soil poisoning treatment will prevent subterranean termites or rodents from attacking the building or its contents for a period of not less than five (5) years. �r SUPER STOP & SHOP Page 2-11 Northhampton, MA 2.02 BACKFILLING MATERIAL: Hard, durable, coarse and fine materials mixed to the following gradation: Sieve Size Passing 2" 100 1" 95 3/4" 95 to 100 5/8" 75 to 100 3/8" 55 to 85 Sieve Size Passing No. 4 35 to 60 No. 16 14 to 35 No. 40 10 to 25 No. 100 5 to 10 Fill under landscaped areas shall be free from alkali, salt, and petroleum products. PART 3 - EXECUTION 3.01 GENERAL: When excavation portions are complete, measure soil-bearing capacities, and record depths and dimensions. Where extremely soft or unsuitable material 40 is encountered at the bottom of any excavation, it shall be excavated to a further depth and brought up to the correct level with approved compacted fill material, or foundation depths extended in accordance 0" with soils engineer's recommendations. 3.02 BACKFILLING: Do not start backfilling at buildings go until the building foundation drainage system and foundation waterproofing (if any) have been inspected and approved. Protect waterproofing systems during backfill operations. If waterproofing is damaged, do ' ' not continue backfilling until the damage is repaired. SUPER STOP & SHOP Page 2-10 Northhampton, MA 1. 06 SOILS REPORTS: Provide daily reports by Soil Testing Agency and submit copies to Owner. Reports shall show compaction for all lifts of fill placement, inspection of excavation bottom, and verification of removal of unsuitable soil and replacement with suitable, compacted soil in successive lifts to finish grade. 00 PART 2 - PRODUCTS 2 . 01 BACKFILL AND FILL MATERIALS: am A. Satisfactory soil materials free of shale, silt, clay, rock or gravel larger than 2" in any dimension, debris, frozen materials, organic materials, and other deleterious matter. B. Satisfactory soil materials are defined as ASTM D2487 ..r Soil Classification Groups GW, GP, GM, SM, SW, and SP. Unsatisfactory soil materials are defined as ASTM D2487 Soil Classification Groups GC, SC, ML, MH, CL, CH, OL, OH, and PT. C. Sand shall be clean, coarse-grained material classified as SW or SP by ASTM D2487 of which not more than 10% by weight shall be finer than the No. 200 Sieve. D. Gravel shall be clean, coarse-grained material .� classified as GW or GP by ASTM D2487 of which not more than 10% by weight shall be finer than the No. 200 Sieve. E. Crushed stone shall conform to the general requirements for gravel above, and a minimum of 10% of the particles shall have at least one fractured face. The maximum particle size shall be 211. F. Bedding material for piping shall be SW or SP sand. « SUPER STOP & SHOP Page 2-9 Northhampton, MA SECTION 02210 - GRADING, EXCAVATION, FILLING, BACKFILLING(SITE) PART 1 - GENERAL on 1.01 GENERAL REQUIREMENTS: The General Conditions and Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work to be performed under this section shall include providing all supervision, labor, materials, tools, equipment, and appliances necessary to complete all Rough Grading, Excavation, Filling and Backfilling work. Excavate, introduce fill materials, rough grade, and backfill as required for building and site improvement construction. 1. 03 SOILS ENGINEER: The Contractor must engage a Soils Engineer to perform observation and testing of work to be performed under this section. The services of the Soils Engineer shall include, but will not be limited ' * to, the following: A. Observation during excavation and dewatering. B. Observation during filling, backfilling and compacting. C. Laboratory analysis and field testing of fill materials. The Soils Engineer's presence shall include general W supervision or direction of the actual work by the Contractor, and recommendations for modifications, should site conditions so require. 00 1. 04 EXCAVATIONS: Protect bottom of excavations from frost. Keep all elevations dry. 1.05 GROUND WATER: Make all provisions required to maintain ground water below levels that might jeopardize or undermine foundations, cause damage to underslab utilities, or permeate through the floor. SUPER STOP & SHOP Page 2-8 Northhampton, MA 2 . 03 CLEARING AND GRUBBING: Remove all trees, stumps, shrubs, grass, and other forms of vegetation. Remove all roots 1" in diameter or larger. Remove all topsoil, peat, and soils containing a high degree of organic matter. Remove all concrete and asphaltic type paving not intended to remain. Remove all soft clay soils and rubbish fills. Remove all boulders and rocks larger than 3" in largest dimension. Remove all concrete footings and foundations. The General Contractor shall notify the Architect, prior to his bid, of any discepencies between the topographic plan and existing NOW conditions. 2 . 04 DISPOSAL: Do not burn or bury concrete, rubbish, ,W organic matter, or rock on the site. Haul off site and dispose of legally. END OF SECTION 02110 xe I'm SUPER STOP & SHOP Page 2-7 Northhampton, MA ow SECTION 02110 - CLEARING AND GRUBBING PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS: The General Conditions, Supplementary General Conditions, and Geotechnical Report are hereby made a part of this Section of the Specifications. A. The work to be performed under this section shall include providing all labor, materials, equipment, appliances, and supervision necessary to complete all operations in connection with Clearing and Grubbing. B. Clear and rub in the areas of the g proposed buildings and paved areas in preparation for rough grading and new construction. C. Perform all work in accordance with all applicable local, state, and federal codes, laws, and ordinances. PART 2 - EXECUTION 2.01 INSPECTION: Before starting the work, make a thorough inspection of the work area to determine the physical condition of natural features and adjacent improvements to remain. 2 . 02 PROTECTION: Protect trees and other natural features to remain. Protect paving and other improvements to remain. Protect all utilities to remain. SUPER STOP & SHOP Page 2-6 Northhampton, MA SECTION 02105 - LAYING OUT PART 1 - GENERAL 1. 01 GENERAL CONDITIONS: The General Conditions and the Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work shall include, but not necessarily limited to the following: A. The Contractor shall employ a competent Land Surveyor, properly registered or licensed to practice in the political subdivision in which this project is located, to lay out the building according to the Site Plan and Drawings, and to lay out all other improvements on the site. B. The Contractor shall be responsible for the verification of the authenticity and accuracy of surveyor's stakes and benchmarks, and shall not proceed if information is unclear or inadequate. „ C. The Contractor shall notify the Owner and the Architect if any discrepancies occur between the stake-out information on the Drawings and the actual stake-out on the ground - - - and shall not proceed with construction until any differences are settled. D. Monuments, permanent benchmarks and landmarks, shall not be molested or removed by the Contractor or any of his employees without written consent of the Owner. Any monument, landmark, or benchmark which is removed or molested shall be replaced at the expense of the Contractor, and care shall be exercised for their protection during the course of construction. �r END OF SECTION 02105 SUPER STOP & SHOP Page 2-5 Northhampton, MA 3 .06 PREPARATION A. Provide bracing or support, as required, to prevent movement or collapse of existing work and facilities to remain. Aim 3 .07 DEMOLITION A. Building demolition includes complete removal of all foundation walls, footings, slabs, and other abandoned on-grade and below-grade construction. All voids resulting from the demolition work shall be completely filled with compacted, select fill materials per Section 02210. Prior to filling voids shall be free of standing water, frost, frozen material, trash, and debris. B. Trees not indicated to remain shall be removed in a manner to insure against any regrowth. The entire root system of said trees shall be removed. Trees to remain shall be protected from damage during all operations of this work. C. Do not use explosives in the performance of the work. D. Remove or relocate utility poles as required. Notify " the utility company before removing same. Pay any charges set by the utility companies. E. Employ services of "Dig Safe" or similar agency to locate utility lines in suspected locations. END OF SECTION 02000 QI,° SUPER STOP & SHOP Page 2-4 Northhampton, MA PART 3 - EXECUTION 3. 01 INSPECTION A. Before starting the demolition work, make an inspection to determine the physical condition of adjacent improvements to remain. Make a photographic record of the exterior and interior of walls within 15 feet of '' the work to be demolished. Submit one (1) set of photographs to Stop and Shop for its record before starting work. no 3 . 02 PROTECTION A. Furnish, erect and maintain all temporary barricades, a" fences, coverings, enclosures, signs and lighting as may be required to carry on demolition work in a safe and legal manner. ,W 3 . 03 NOTIFICATION A. Notify local agencies, such as Fire Department, Police, Environmental Protection Agencies, etc. , that have jurisdiction before starting demolition work. 3 . 04 UTILITY SERVICES A. Maintain existing utilities to remain. Protect against damage during demolition operations. B. Utility lines and abandoned Electric Transformers not specifically noted as to disposition but which are encountered in the work shall be capped, extended, protected, removed or reworked as directed, or required. 3 .05 ENVIRONMENTAL CONTROLS A. Use temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in the air to the lowest practical level. Comply with governing .. regulations pertaining to environmental protection. Use water carefully when it may create hazardous or objectionable conditions. all environmental classified hazardous materials are to be properly removed and disposed of in a legal, licensed disposal area and in accord with federal and state environmental regulations. SUPER STOP & SHOP Page 2-3 Northhampton, MA SECTION 02072 - DEMOLITION PART 1 - GENERAL 1.01 WORK INCLUDED: A. The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete all Demolition work. a�w B. Demolish existing structures, tanks, transformers, in part or in total, and remove natural features and utilities as required to prepare the site for rough grading and new construction. C. Conduct demolition operations in a manner that will insure the safety of persons and property and prevent damage to adjacent buildings and other facilities. D. Perform all work in accordance with the Occupational Safety and Health Administration CFR29, Part 1926, Subpart T, the State Industrial Safety Requirements, and applicable local ordinances. E. Comply with all applicable federal, state, and local hauling and disposal regulations, and with environmental regulations. F. Obtain, and pay all fees for permits and inspections • required. G. Comply with all applicable state and local laws, ordinances, and regulations relative to noise control. PART 2 - SUBMITTALS 2.01 APPROVALS A. Submit proposed demolition and removal procedures for review before work is started. Submittal shall include a utility service disconnection schedule, a detailed description of methods and equipment to be used for each operation, and the sequence of operations. B. Submit copies of Environmental Reports relative to Asbestos or other Hazardous Materials to Stop and Shop """ along with proposed Remediation Plan. SUPER STOP & SHOP Page 2-2 Northhampton, MA H. Storm Water Drainage Systems, Catch Basins and Manholes. I. Site Improvements, including but not limited to Fencing, Curbing, Striping, Signage, Guardrails, Paving, Lighting, Retaining Walls, and Miscellaneous Related Work. J. Landscape Work. K. Finish Grading and Paving. L. Site Work Water Mains. M. Sanitary Sewer System, including Manholes and Exterior grease traps. N. Concrete Work in connection with Site Preparation and Development. END OF SECTION 02000 BRADFORD SAIVETZ SUPER STOP & SHOP Page 2-1 Northhampton, MA DIVISION 2 - SITE WORK SECTION 02000 - SITE WORK GENERAL PART 1 - GENERAL 1.01 GENERAL CONDITIONS: The General Conditions and the Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary or incidental to complete Site Work, including, but not limited to, the following: A. Surveying and layout work. B. Test Borings. C. Demolition. D. Clearing and Grubbing. E. Rough Grading, Excavating, Filling, Backfilling and Dewatering. F. Excavating, Trenching and Backfilling for Utilities Systems including Gas, Water, Electric, Telephone, Storm and Sanitary Lines. G. Sediment and Erosion Control Procedures as indicated on the Plans. .M � � � m � � � � � � � � � � � � � . � � � � � � � � � � � � � � � � � � 0 4 co M Z 93 0 a Ix OF MON 0(4 KIMATELY )TSIDE SED IG L:)Lj W xz� 0 C3"0 C3 0-Pk m w 0 CK z L) W L) 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . w . . . . . . . . . . . . . . . . . . .l. w X F- of 0 < . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 U Q z n 04 > W mve . . . . . . . . . 41 Cl Llj co 6 V) z < 0 Ld u) 0 U) > tn 00- < 0 M Am —4 TYPICAL TRANSITION IN GRADES sEc-noN viEw Nm U- M 0 LLl • 46 I MMUR OF HIGHER ELPPARATION I SHOWN ON PLA14 IAEW AE3 0- 14 --(/Ct co SMON SLOPE (no contours sE LEVELS, DENSIFY 0 VIBRATORY DRUM ill*�ON`TOUR OF LOWER ELEVATION IT OF AT LEAST 10,000 lbs. (10 tj SHOWN ON PLAN VIEW ABOVE PROJECT NO. 41094 m CD FIGURE NO. .4 0 If the ambient air temperature is at or below forty-five degrees Fahrenheit (45°F) or is expected to fall below this temperature during the curing period of the lightweight concrete fill, the Engineer may require that the exposed surfaces be covered with insulating blankets, hay, bat insulation, or solid or sprayed foam. Automated job-site batching, mixing and placing equipment certified by the Foaming Agent Supplier shall be used. The material shall be mixed promptly and conveyed to the point of placement. '' The final surface shall be within plus or minus one-tenth-foot (±0.1') of plan elevation. ----_ Pavings or other unusual loading of the lightweight concrete fill shall not be permitted until it has attained a compressive strength of at least forty pounds per square inch (40 lbs/in2). 3.05 METHOD OF MEASUREMENT A. The quantity of lightweight concrete fill in cubic yards (cy) shall be computed from payment limits shown on the plans. 3.06 BASIS OF PAYMENT A. The unit price bid for this item shall include the cost of furnishing all equipment, labor and materials necessary to complete the required work. All costs for insulating, including the insulating material, shall be included in the price bid for lightweight concrete fill. SPECS\41094.S #ut 7 1. The Lightweight Concrete Fill Manufacturer shall supply a sufficient quantity of three-inch (3")by six-inch (6") cylinder molds for use by the Owner's Testing Agency. For quantitative purposes, the lightweight concrete fill manufacturer shall assume that four (4) test cylinders will be taken for each three hundred cubic yards (300 cy) of lightweight concrete fill placed. 2. The lightweight fill manufacturer shall supply a protective container which will prevent damage, freezing and loss of moisture to the test specimens. The protective container shall be located on the site in an area approved by the Owner's Testing Agency. 3. Strength determination shall be the responsibility of the Owner's Testing Agency. .W 4. The compressive strength tests shall be performed 28 days after the date the sample was taken. D. Failure to meet the air-dry density or the compressive strength criterion for the appropriate type may require removal and replacement of that entire lift, and all overlying lifts,at the Lightweight Concrete Fill Manufacturer's expense .. based on an engineering evaluation by the Engineer. 3.04 CONSTRUCTION DETAILS A. Mixing and placing operations shall be in accordance with the procedures and recommendations of the Foaming Agent Supplier. A Representative of the Foaming Agent Supplier shall be on site during the initial placement and at such times as requested by the Engineer to advise the Lightweight Concrete Fill Manufacturer on his operation. The lightweight concrete fill shall be placed in lifts not to exceed twenty-four inches (24" unless otherwise approved by the Engineer. Subsequent lifts shall Fe--placed only after a minimum 12-hour (12) waiting period has been observed. The lightweight concrete fill shall be placed on supporting surfaces which have been cleaned of loose debris, sand, dust or other foreign materials to the satisfaction of the Engineer. Any items to be encased in the fill shall be properly set and supported prior to placement of the low density concrete fill. ap Surfaces against which the lightweight concrete fill is to be placed shall be free of ice, snow or standing water and shall be at a temperature of thirty-four degrees Fahrenheit (34°F) or higher. No 6 +nr ..w B. The lightweight concrete fill shall conform to the following air-dry density and compressive strength requirements and shall be mixed in accordance with the "' recommendations of a Representative of the Supplier of the foaming agent: Minimum Compressive ! . Maximum Strength A.ir Dry Density {Twenty-eight'128J Days) PCF PSI S Ism 30 100 «� The Lightweight Concrete Fill Manufacturer shall be responsible for designing the mix so that the lightweight concrete fill meets the criteria listed above. 3.03 TESTING AND CONTROL A. The Lightweight Fill Manufacturer will be responsible for all necessary testing during placement to ensure the lightweight concrete fill meets the requirements specified in 3.02B. This should include, but may not be limited to, cast density testing at the point of placement. ea B. Air-Dry Density: A qualified testing laboratory will be employed by the tow Owner to test the lightweight concrete fill for air-dry density. 1. The Owner's testing agency will be responsible for determining the air- ON dry density. 2. These tests shall conform to ASTM C495, except the samples should not be oven-dried. 3. The air-dry density tests shall be performed 28 days after the date the sample was taken. C. Compressive Strength: A qualified testing laboratory will be employed by the Owner to test the lightweight concrete fill for compressive strength. 5 4. Written evidence of approval of the certified Lightweight Concrete Fill Manufacturer by the Foaming Agent Supplier. C. At least two (2) weeks prior to placing, submit an as-designed lightweight concrete fill sample of reasonable size to the Construction Manager. The approved sample shall become the standard of the material furnished under , this Contract. 3.02 MATERIALS A. Materials shall meet the requirements of the following: 1. Lightweight concrete fill: The material shall meet the property requirements specified in Section 3.02B. 2. Cement: The Portland cement shall comply with ASTM C150, Type I, II or III. Other cementitious materials shall be per the Foaming Agent Supplier's recommendations. The mix shall be designed by the 4W Lightweight Concrete Fill Manufacturer. 3. Water: Use potable water free from deleterious amounts of alkali, acid, or organic matter which would adversely affect the setting or strength of the lightweight concrete fill. 4. Admixtures: Admixtures including foaming agents may be used when specifically recommended by the Foaming Agent Supplier. The foaming agent shall conform to the requirements of ASTM C-869' and shall be subject to the approval of the Engineer. Foaming agents shall be accepted at the site on the basis of the brand name labelled on the foaming agent container and certified documentation issued by the Supplier. MP 4 �w ., B. Disturbed Sub rg ade The Contractor may be required to overexcavate and place a twelve-inch (12") to eighteen-inch (18") layer of Type 1 Sand-Gravel or six inches (6") of three- quarter-inch (3/4") Crushed Stone over the natural underlying soil to stabilize areas which may become disturbed as a result of groundwater and to expedite pumping. The areas beneath foundations are of particular concern. 2.02 SUBGRADE DENSIFICATION A. Prior to placing initial lift of fill, compact surface with ten (10) passes of a vibratory drum roller (with a static weight of least ten-thousand pounds [10,0001bs]). B. Additional compaction or subgrade stabilization may be required by the Owner's Engineer as a result of observation of subgrade response and field density testing. PART 3 - LIGHTWEIGHT CONCRETE FILL 40 3.01 SUBMITTAL A. The prime Contractor shall, with this Bid, list the product and properly qualified Producer/Supplier and their address for the lightweight concrete fill for this project and shall not employ any other product nor producer/supplier without the prior written approval of the Owner. B. The Lightweight Concrete Fill Manufacturer providing the work shall, within thirty (30) calendar days after award of the Contract, submit to the Construction Manager for review by the Engineer/Architect, the following product data: 1. Material list of items proposed to be provided under this Section. 2. Manufacturer's Specifications, catalog cuts, and other engineering data needed to demonstrate compliance with the specified requirements. 3. A mix design for the lightweight concrete fill, prepared by the Lightweight Concrete Fill Manufacturer, showing compliance with the specified properties. J 4� 3. Furnish and place lightweight concrete fill of the appropriate type at the locations indicated on the plans where directed by the Engineer. The work shall be done in accordance with these Specifications and in conformity with the lines, grades, thicknesses and typical sections shown on the plans or established by the Engineer in writing. 1.03 QUALITY ASSURANCE A. Subgrade elevations shall be verified by an independent registered land surveyor, including preparation of as excavated contour plan. B. Owner's Engineer shall observe and approve deep compaction process. C. Use skilled workmen who are trained, experienced and familiar with the specified requirements and the methods for proper manufacture and placement of lightweight concrete. D. The Lightweight Concrete Fill Manufacturer shall be approved by the .. Construction Manager prior to Bidding. E. The Lightweight Concrete Fill Manufacturer shall be experienced in the placement of lightweight concrete fill including completion of mass fills of a minimum of five thousand (5,000) total cubic yards (cy) in the past three (3) years. .. PART 2 - SUBGRADE PREPARATION 2.01 EXCAVATION OF EXISTING MATERIAL A. General 1. The Contractor shall excavate existing material to the proposed subgrade elevations and lateral limits shown on the Subgrade Elevation .R Plan in the manner specified below and in the Contract Drawings. Clean granular materials shall be kept separate from organic material, boulders, building debris and other unsuitable fill materials. 2. The Contractor shall follow a construction procedure which permits ,.. visual identification of proposed subgrade materials. In the event that groundwater is encountered, the Engineer may require that the size of the open excavation be limited to that which can be handled by the Contractor's chosen method of de\vatering and which will allow visual observation of the bottom and backfill in the dry. �w SECTION GZA-NORTHAMPTON MA STOP & SHOP #787 BUILDING SUBGRADE PREPARATION AND PLACEMENT OF LIGHT WEIGHT CONCRETE FILL PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The General Provisions of the Contract,including General and Supplementary Conditions and General Requirements (if any), apply to the work specified in this Section. B. Coordinate work with that of other trades or Contracts affecting or affected by work of this Section and cooperate with such trades to assure the steady progress of the Work. C. Examine all other Sections of the Specifications for requirements which affect work of this Section, whether or not such work is specifically included in this Section. D. All work performed under this section of the Specifications shall be subject to the requirements of General Conditions of the Contract and Supplementary General Conditions. 1.02 DESCRIPTION OF WORK A. This work shall consist of furnishing all labor, materials, equipment and supervision to excavate existing material, prepare subgrade and backfill with e lightweight concrete at the locations shown on the Design Drawings and in accordance with the Specifications. The principal items of work specified herein include, but may not be limited to the following: 1. Excavate to proposed subgrade elevation and lateral limits shown on the Subgrade Elevation Plan. 2. Densify subgrade material in place with heavy vibratory compactor. 1 j� oi o a! j t oil, lei 21 MIM i .m p o o E i A CD N i O ° CL O 41 N W o r ...... . .. a........... ........... ............w.......------......._. N 10............ A ! ... o w C r E: Ei E E E. 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I^�^j j i ^j^I i i i j^t �^ �• G I 40,N ��..� r �.�: .N.�;rj�;� U Z ON 40 0 U . 14 all cc�w Ix ck CL 0 go • �' �'.a' ; �S N 3 `f F� � �'N � T 'T 4,`i � � � � � T �',��y;y y �F � � N � s �i�iNiA�riaiiOil�j•IQ/)�IN'.� w+.l mi^i Nj NINI�!NININ N��iNiA�OIIAllf91��/7 i A ^ SUPER STOP & SHOP Page 2-2 Northhampton, MA 5/12/93 H. Storm Water Drainage Systems, Catch Basins and : Manholes. I. Site Improvements, including but not limited to -.. Retaining Walls, and Miscellaneous Related Work. 4W LandsGape K. Finish Grftdillej and paying�. L. Site Work Water Mains. M. Sanitary Sewer System, including Manholes and Exterior grease traps. N. Concrete Work in connection with Site Preparation and Development. END OF SECTION 02000 a SUPER STOP & SHOP Page 2-1 No:thhampton, MA 5/12/93 DIVISION 2 - SITE WORK SECTION 02000 - SITE WORK GENERAL PART 1 - GENERAL w 1.01 GENERAL CONDITIONS: The General Conditions and the Supplementary General Conditions are hereby made a part of this Section of the Specifications. 1.02 WORK INCLUDED: The work of this section shall include providing all plant facilities, labor, materials, tools, equipment, appliances, and supervision necessary. or incidental to complete Site Work, including, but not limited to, the following: A. Surveying and layout work. B. Test Borings. C. Demolition. D. Clearing and Grubbing. E. Rough Grading, Excavating, Filling, Backfilling and Dewatering. F. Excavating, Trenching and Backfilling for Utilities Systems including Gas, Water, Electric, Telephone, Storm and Sanitary Lines. G. Sediment and Erosion Control Procedures as indicated on the Plans. RIDER K To Agreement Between: Riverview Realty & Development Corp. - and - Project: Super Stop & Shop/Attached Retail Store Northampton, Massachusetts Bradford Saivetz Site Plans Sheet Description Date C-1 Cover Sheet 4/27/93 C-2 Existing Conditions 4/27/93 C-3 Layout & Zoning 4/27/93 C-4 Grading & Utilities 4/27/93 C-5 Landscaping 4/27/93 C-6 Cross Sections 4/27/93 C-7 Details Sheet 4/27/93 C-8 Details Sheet 4/27/93 40 C-9 Construction Notes 4/27/93 aw RIDER J To Agreement Between: Riverview Realty & Development Corp. - and - Project: Super Stop & Shop/Attached Retail Stores Northampton, Massachusetts Mn ALTERNATES & UNITS PRICES Should the Construction Manager request changes in the work, the so undersigned agrees that the following unit prices shall be the basis for adjustment of Subcontractor price, for increases and/or decreases in the work. All unit prices shall be met and OW shall include all charges for Subcontractor's and Sub-subcontractor's and Materialman's overhead, profit, labor, materials, bailing, shoring, removal, taxes, insurance, and all other charges of every nature; and for earth and rock excavation 4• and removal shall include blasting, dewatering, shoring and disposal of surplus off site. „„ Unit prices listed below, unless otherwise defined, shall be for materials and work of the same type and quantity as specified in the various applicable trade sections. so so �r w Rider F page 3 Number Description Date MECHANICAL HVAC-1 H.V.A.C. Plan HVAC-2 Mezzanine Plans H.V.A.C. HVAC-3 Mechanical Schedules & Details ELECTRICAL E-1 Symbols, Schedules, and Notes E-2 Power Plan E-3 Lighting Plan E-4 Enlarged Plan E-5 Mezzanine Plan Video Center E-6 Riser Diagram E-7 Detail Sheet E-8 Detail Sheet E-9 Case Wiring Diagram E-10 H.V.A.C. Plan E-11 Fire Alarm Plan E-12 Wang P.O.S. Room Detail Sheet E-13 Security Plan & Detail Sheet E-14 T.V. Security Plan E-15 D.S.D. Plan E-16 Temperature Control Detail Sheet E-17 Scale Communication E-18 Energy Management System Piping Plan, Room Layout and Elevation E-19 Panel Schedules lip Rider F page 2 Number Description Date ARCHITECTURAL F-1 Fixture Plan F-2 Mezzanine Fixture Plan A-1 Floor Plan A-2 Mezzanine Plans & Enlarged Plans A-3 Roof Plan, Details & Finish Schedule A-4 Exterior Elevations A-5 Interior Elevations & Details A-6 Wall Sections Sheet #1 A-7 Wall Sections Sheet #2 A-8 Wall Sections Sheet #3 .� A-9 Reflected Ceiling Plan A-10 Stair and Elevator Details A-11 Door Schedule & Details A-12 Slab Depression & Stub up Plan STRUCTURAL S-1 Foundation Plan S-2 Mezzanine Framing Plans & Detail S-3 Roof Framing Plan S-4 Column Layout Plan S-5 Structural Details S-6 Structural Details PLUMBING P-1 Underground Plumbing Plan Aw P-2 Above Slab Plumbing Plan P-3 Mezzanine Plumbing Plans & Details P-4 Plumbing Details RIDER F To Agreement Between: Riverview Realty & Development Corp. and - Project: Super Stop & Shop/Attachment Retail Store Northampton. Massachusetts LIST OF CONTRACT DOCUMENTS The following comprise the bid documents for the above referenced subcontract agreement: 1. Rider A - Modifications to Subcontract for Building Construction (AGC 600) 2. Rider B - Modifications to General Conditions (A201) 3. Rider C - Scope of Work 4. Rider D - Special Provisions ORION 5. Rider E - List of Contract Documents 6. Rider F - Insurance Requirements 7. Rider G - Lien Waiver Form 8. Rider H - Proposed Project Schedule 9. Rider I - Schedule of ValuesAIA Forms G702 (Application and Certificate for Payment) and G703 (Continuation Sheet) 10. Rider J - Alternates & Unit Prices 11. This Agreement 12 . The following plans and specifications prepared by Bradford Saivetz and Certified Engineering. LIST OF DRAWINGS See Exhibit F (dated 7/12/93) pages 1 & 2 attached COMPLETE SPECIFICATIONS BOOK See Exhibit F (dated ) pages attached LIST OF ADDENDA GEOTECHNICAL REPORT w Subsoil Investigations - GZA Sketch 1 - Boring logs 1/5 through 5/5 aw RIDER E To Agreement Between: Riverview Realty & Development Corp. and Super Stop & Shop/Attached Retail Store Northampton. Massachusetts 1. Statutory Worker's Compensation Insurance affording protection under the Worker's Compensation Law of the State in which the Project is located, together with Employer's Liability Insurance with limits of liability of not less than $500, 000. 2. Comprehensive General Liability Insurance with limits of liability of not less than $2, 000, 000 combined single limit for bodily injury, personal injury and property damage as a result of any one occurrence, including Blanket Contractual Liability, Independent Contractor's protective Liability, Contingent Liability, and Products Completed Operations ns Liability coverages, all on an occurrence basis, and with Bodily Injury Coverage for injury to persons caused by long exposure, as well as by an instantaneous happening, and Broad Form Property Damage coverage removing the "XCU" exclusion relating to Explosion, Collapse, and Underground Property Damage; 3. Contractor's Protective Bodily Injury Liability Insurance with limits of liability of not less than $500, 000 for each person and $1, 000, 000 for each occurrence; 4. Contractor's Protective Property Insurance, all risk coverage for all Contractor's equipment with limits of liability of not less than $1, 000, 000 for each occurrence; and 5. Provide Certificate of Insurance indicating above limits with Riverview Realty & Development Corp. and the Owner as Additional Insured. r 6. Comprehensive Automobile Liability Insurance with limits of liability of not less than $1, 000, 000 for each occurrence; JIM 7. All insurance requirements stated in Paragraph 13 .2 of the Subcontract for Building Construction (AGC 600) must be met as work as those outlined in Exhibit "F" . OR The evidence of these insurance certificates must be returned with your signed copy of the Contract. Under no conditions shall you commence work until such certificates are received by 0 Riverview Realty & Development Corp. The Owner and R 2 D Corp. and Monitor Management and The 401 Hutensky Group assume no responsibility for the personal belongings/tools of the employees of contractors/subcontractors. RIDER D To Agreement Between: Riverview Realty & Development Corp. - and - Project: Super Stop & Shop/Attached Retail Store Northampton, Massachusetts Article 16.4- of Agreement/Other Soecial Provisions 16.4 .2 At any time prior to substantial completion, R 2 D Corp. may authorize by issuance of written change order additional work which this subcontractor agrees to perform at the unit price costs stated in Rider J. �w .w M RIDER C To Agreement Between: Riverview Realty & Development Corp. - and - Project: Super Stop & Shop/Attached Retail Store Northampton. Massachusetts ON SCOPE OF WORK Perform the work described in the following specification sections: 4W Rider B Page 14 G U A R A N T E E Gentlemen: The undersigned guarantees the Owner and R2D Corp. that he will be responsible for faulty materials, equipment and workmanship, and that he will remedy any defects due thereto and pay for any damage to other work resulting therefrom which shall appear within one (1) year from the date at which substantial , completion of the work is certified by the Architect. During this period, upon written notice, the undersigned will proceed with due diligence at the undersigned's expense to replace properly any defective materials and equipment or perform any labor necessary to correct any defect in the Work. In case the undersigned fails upon reasonable notice to remedy such defaults, then the Owner may, in addition to and not in limitation of any other rights or remedies the Owner may have, furnish such materials or labor as are necessary to do so, and the undersigned agrees to reimburse the Owner fully and promptly upon demand. Name of Subcontractor .. Authorized Signature State of: County of: Subscribed and to before me this day of 19 Notary Public: My commission expires: art ' Rider B Page 13 13.9 The Subcontractor shall attend meetings with the Owner, R2D Corp. , the Architect and their duly authorized representatives, whenever meetings are requested by any of the parties concerned. A representative of the Subcontractor, any of the Subcontractors, and any other person or party in charge of any portion of the work, shall be available for and shall attend such meetings, when requested. 13. 10 R2D Corp. shall keep minutes of meetings, when it is deemed necessary or desired by the Owner, R2D Corp. or Architect. R2D Corp. shall distribute copies of any minutes of meetings to * parties concerned. 40 ww M1� 4 on Rider 8 Page 12 40 Insurance shall be in the form of AIA Document G705 or other form approved by the Owner. ow Certificates and notices shall be delivered by Certified Mail. 7. The Owner, the Architect, and his agents shall .m be idemnified, defended and held harmless against all claims, damages, and losses. The Certificate of Insurance shall include evidence am of this indemnification. H. ARTICLE 11 SUPPLEMENT TO PARAGRAPH 11. 3 11. 3 . 1. 1 In the fourth line, delete the work "theft" . Theft losses shall be covered by Subcontractor. 11. 3 .7 The Subcontractor shall be responsible for any and all losses not covered by the Insurance noted in this Paragraph 11.2. 1. I. ARTICLE 13 SUPPLEMENT TO PARAGRAPH 13 . 5 13 . 5.7 Materials and equipment assemblies and construction to be tested in a laboratory shall be furnished and delivered there by the Subcontractor without additional cost to the Owner, or obtained by sampling in the field by *�* an approved testing laboratory, as required by the various Sections of the Specifications and as required by City and State Codes, shall be included in Contract. 13 .5. 8 Failure to inspect, test or approve any portion of the Work, or waiver of the right to do so by the Owner, R2D Corp. , Architect or any public authority having jurisdiction shall not relieve the Subcontractor from his obligations to • perform the Work in accordance with the Contract Documents and applicable codes and regulations. SUPPLEMENT TO ARTICLE 13 13 . 8. 1 No signs or advertisements of any kind, other than any required by law will be allowed on the premises unless prior -written consent has been obtained from R2D Corp. . 13 . 8. 2 No mention shall be made of the Owner, R2D Corp. .. or Architect in any news release, advertising or articles in any publication relating to this Contract without prior approval of the Copy and written consent by the Owner, R2D Corp. and Architect. Rider B Page 11 1. Workmen's Compensation Insurance and Employer's Liability Insurance, including Disability Benefit acts in accordance with the laws of Connecticut and in no even less than $500, 000. 2 . Comprehensive Public Liability Insurance (Comprehensive General, Comprehensive �w Automobile, and Excess or "Umbrella" Liability) : $1, 000,000 for any one person and $2, 000, 000 for any one accident or occurrence, for personal injury including death, and $1, 000,000 for any one accident or occurrence for damage to property. Such insurance shall include coverage for: A. Explosion, Collapse, Structural Damage, Undermining, Damage to Existing Property, Underground Damage, Environmental Damage. 3 . Subcontractor's Protective Liability (Contingent Liability) Insurance with the same limits and provisions as above, covering operations of all subcontractors. r. 4 . Subcontractor's or sub-subcontractors Insurance: The Subcontractor shall either 1) require each of his subcontractors to procure and maintain during the term of the subcontract Workmen's Compensation Insurance, Subcontractor's Comprehensive General Liability, Automobile Liability and Property Damage Liability Insurance of the type and in the same amounts as specified above, or 2) insure the activities of subcontractors in his own policy. w, 5. Automobile Liability Insurance with limits of not less than $500, 000 for any one person and $1, 000, 000 for any one accident or occurrence for bodily injury including death, and $250, 000 for property damage, covering owned vehicles, hired vehicles, and other non-owned vehicles used in the performance of -the work. 6. Certificates of Insurance required by Subparagraph 11. 1.4 shall include certificates of Subcontractor's Insurances. The Certificate shall stipulate that no coverage afforded under the policies can be changed or cancelled until at lease thirty (30) days prior written notice has been given to the Owner, and that certificates of renewals shall be delivered to the Owner at least fifteen (15) days prior to the expiration of the policies. Certificates of �e Rider B Page 10 SUPPLEMENT TO PARAGRAPH 9.9 9.9 .4 The Owner reserves the right at all time to deliver, place, store and install equipment and furnishing as the Work progresses, and to occupy portions of the building prior to substantial completion of the Contract. Such preliminary occupancy shall not be construed as an acceptance of such portions of the building, and shall not relieve the Subcontractor of any of his Contract obligations. The Owner shall have the right to accept a portion or portions of building, if substantially complete and deemed in Owner's best interest. 9. 9.5 At substantial completion the retainer shall be reduced to 5% payable within seven (7) days of receipt of payment to the Contractor from the .. Owner, the remaining Five percent (5%) shall be due 60 days after the date of Final Completion (as distinct from Substantial Completion) , providing all obligations of the Contract have been fully performed, that is providing all punch list items have been satisfactorily ., completed and so certified by Architect. 9 .9. 6 Prior to final payment, Subcontractor' s Affidavit of Payment of Debts and Claims and Affidavit of Release of Liens shall be submitted in the form of AIA Documents G706 and G706A. Subcontractor shall provide a bond to cover * normal one year guarantee of work from date of Substantial Completion if final payment is made prior to end of guarantee period. F. ARTICLE 10 SUPPLEMENT TO PARAGRAPH 10.2 10.2 . 2 The Subcontractor shall at all time comply with the requirements of the OSHA safety standards published by the Occupational Safety and Health �^ Administration, and Federal, State and Local Labor and Equal Employment laws and regulations and City and State Building Codes and requirements. G. ARTICLE 11 no SUPPLEMENT TO PARAGRAPH 11. 1 11. 1. 1 The insurance required by subparagraph 11 . 1. 1 shall be written for not less than the following am limits of liability, or required by law, whichever is greater, and shall include contractual Liability Insurance applicable to .o the Subcontractor's obligations under Paragraph 4 . 18 . Rider B Page 9 E. ARTICLE 9 SUPPLEMENT TO PARAGRAPH 9. 3 9.3.4 Application for payments shall not be made more often than once every three weeks on or before the date to be agreed upon between R2D Corp. and Subcontractor. 9.3.5 Application for payments shall be made in the form of AIA Document No. G702 and G702A, or in a similar and equal form as approved by R2D Corp. . 9. 3.6 Each application for payment shall be accompanied by the Subcontractor's Affidavit of Payment of Debts and Claims through the date of preceding payment, in the form of AIA Document No. G706. Affidavit of Payment from each # Subcontractor through date of preceding payment shall include lien release for amounts previously paid. 9.3 .7 Unless otherwise set forth in the Agreement, monthly progress payments shall equal Ninety percent (90%) of the value of labor and M„ materials incorporated in the work and of materials suitably stored at the Site, as estimated by the Architect, less the aggregate of previous payments. - 9. 3.8 In determining the value of materials delivered and suitably stored on-site that are to be reflected in any progress payment, only material shall be included that has been previously approved by R2D Corp. for storage and is necessary and pertinent to the stage of construction then in progress, or to be incorporated within 21 days following the date of application for payment. SUPPLEMENT TO PARAGRAPH 9 . 4 9 .4 . 1. 1 In accordance with Subparagraphs 9.4 . 1 and 9.4 .2 , the Architect may withhold payments on account of unsatisfactory prosecution of the work and upon reasonable indication that the � work will not be completed on or before the stipulated completion date and per previously agreed upon progress schedule. SUPPLEMENT TO PARAGRAPH 9. 8 9 . 8.4 Work shall be substantially complete on or before the date of Substantial Completion of the work as defined in Paragraph 9. 8. 1. 4r an Rider B Page 8 am legal action may be made later than thirty (30) days after the date on which the requesting *. party received the decision or the passage of the sixty (60) day period, whichever comes first. 4.5. 6 No arbitration or court proceeding may be commenced by either party later than one year following substantial completion of the Project. Substantial completion shall be defined in Paragraph 4 .3. 4 . 5.7 Any arbitration or court proceeding held in accordance with this section shall be determined in accordance with Connecticut law and rules of AAA except that in such proceedings rules of practice, procedure, and admissability of evidence be applicable. In any award made by Arbitrators, the validity of such award shall be contingent upon the arbitrators rendering a written decision setting forth a statement of the facts found and the law applied to such facts as the basis for such award. 4 . 5.8 Unless otherwise agreed to in writing, the Subcontractor shall carry on the Work and maintain its progress during any arbitration or court proceeding. 4 .5. 9 In the event of an arbitration or court proceeding the party commencing such action shall pay to the opposing party a portion of the defense costs (including expert witness fees, attorney's fees, court costs and/or fees of the American Arbitration Association and any other reasonable defense costs which may be incurred) which bear the same relation to the total defense costs as the dollar amount of the claims or disputes which were not sustained bears to .. the total dollar amount of the claims or disputes which were brought. Rider B Page 7 SUPPLEMENT TO PARAGRAPH 3 . 18 3 . 18. 1 In the second line, add after "hold harmless" the words "and defend." . D. ARTICLE 4 SUPPLEMENT TO PARAGRAPH 4 . 2 4.2.3 Any assistance, advice or interpretation rendered by the Architect in connection with the construction means, methods, procedures, safety precautions, etc. , shall be considered a ow gratuitous service, and shall in no way relieve the Subcontractor of any of his contractural responsibilities. so REPLACES PARAGRAPHS 4 . 5.4 THROUGH 4 . 5.7 OF AIA DOCUMENT A201, AND PROVIDES A SUPPLEMENT TO ARTICLE 14 OF AGC DOCUMENT 600 as 4 .5. 2 In any arbitration where the amount in controversy. in the aggregate exceeds $100, 000, on any award resulting therefrom will be subject to vacation, modification or correction where the award is contrary to law and is such that had it 40 been a verdict of the jury the court would have entered a different judgement or a judgement notwithstanding the verdict. "" 4.5. 3 The demand for arbitration as well as a statement of fact and basis shall be filed in writing with the other party to the Owner Design Builder Agreement, and the American Arbitration Association. „a 4.5. 4 The parties agree that an express condition precedent to either party's rights to file a demand for arbitration or commence any dispute to the other party, including documentary "" evidence regarding liability, causation and detailed statement of damages including maximum amount in controversy, to enable either party to render a decision with respect to such claim or dispute. This documentation may be admitted as evidence in any proceedings. 4 . 5.5 No demand for arbitration or any such claim or commencement of legal dispute or dispute by a party may be made until the earlier of: (1) the date on which the other party has issued its written decision: or (2) the sixtieth day after the requesting party has presented its evidence Mw set forth in detail to the other party. No demand for arbitration or commencement of any .. Rider B Page 6 AM SUPPLEMENT TO PARAGRAPH 3 . 12 3. 12. 12 In addition to shop drawings from each trade "�` section for each fabricated item and piece of equipment or fixture the Subcontractor shall provide fully coordinated drawings signed off by Am each interrelated subcontractor and submite same to the Contractor confirming that conflicts are resolved. This applies to M/E work above and at penetrating ceilings, fascias, soffits, partitions, cabinetry, etc. Coordinated drawings shall be at a large scale (3/8" or 1/2" - 1 '-0" or larger) . Not only required `o clearances, hanging spaces, actual ceiling construction or partition construction shall be shown and dimensioned, but also layout of .w ceiling, dropped ceilings, cornices, lighting and the like. Where partition layout, tile base and trim, partition thickness, radii, etc. , are Am interrelated and tie into ceiling layout, or other related work, this shall be fully detailed on coordination drawings, even if . it involves cooperation and coordination between two N separate Subcontractors. 3 .12 . 13 The Subcontractor shall submit to the Architect ..�, coordination drawings noted above and shop drawings and specified samples required in sufficient time to enable him to retain same for at least ten (10) working days, exclusive of transmittal time, for each review or approval. 3 .12.14 The Architect's review of the Subcontractor's drawings shall be given as assistance to the Subcontractor in interpreting the requirements of the Contract Documents, and in no way shall it relieve the Subcontractor of any responsibilities under this Contract. Fabrication, erection; setting, or other work performed in advance of the receipt of "Approved" or "Approved as Noted" drawings shall be done entirely at the Subcontractor's risk. SUPPLEMENT TO PARAGRAPH 3 . 14 3 . 14 . 3 The Subcontractor shall not overload or permit any part of structure to be subjected to a loading that might be excessive and endanger it and any personnel ' s safety. Subcontractor shall provide temporary shoring, planking and other means as necessary to distribute temporary construction loads on floors or roof during construction and during the delivery, distribution and stockpiling of materials. Rider B Page 5 5. The dates proposed for the submission and approval of shop drawings for each trade or subdivisions of the Work. 6. Other items of importance to the overall completion of the Project. Interface of related Work by other Subcontractors. 7 . The schedule shall conform to starting and completion dates stipulated in Article 3 of the Agreement Between Owner and Subcontractor. 3.10. 3 The approved progress schedule shall be strictly adhered to by the Subcontractor. If the Subcontractor should fail to adhere to the approved schedule, he shall at his sole cost and expense, promptly adopt such other or additional means and methods of construction including additional labor, material, equipment, services and work shifts as will make up for the time lost, and shall submit a revised progress schedule indicating completion of Work within the time set forth in the Contract or as the same may be extended. 3 .10.4 The progress schedule and each revision thereof shall be coordinated with other Subcontractors, and trades and subcontractors of this Contract, and their willingness and ability to conform with the schedule shall be certified by the .A► Subcontractor. 3 . 10.5 A Bar Graph shall be used. The Subcontractor shall furnish the Owner and R2D Corp. with sufficient copies of the original schedule and revised schedules as requested in the form and detail approved by R2D Corp. . SUPPLEMENT TO PARAGRAPH 3 . 11 3 . 11. 2 The "Record" set of "Field" set of Drawings and Specifications shall be neatly and accurately maintained up to date at all times. Changes of every type and nature shall be recorded by the subcontractor on the drawings or noted in the Specifications in the form of typewritten memoranda inserted before each Section, listing materials and equipment which are actually furnished and installed. The information given in the Specifications shall include the manufacturer's and supplier's names and address, brand name, size and style, model or catalog number and all other information necessary to identify each item completely as installed. M IM Rider B Page 4 .. 3 .5.4 The furnishing of the above guarantee, and other special guarantees required by the Contract 'ow Documents, shall be a condition precedent to final payment. wo 3.5.5 Substitutions shall be made only upon the written approval of R2D Corp. . In all cases, R2D Corp. shall be the sole judge as to whether a proposed product is to be approved, and the IM Subcontractor shall have the burden of provide that substitutions proposed are equal to the items specified, to the satisfaction of R2D Am Corp. . 3 . 5. 6 In making a determination, R2D Corp. may establish such criteria as he may deem reasonable and proper that the proposed product must meet in order for it to be approved. 3.5.7 The Subcontractor shall have and make no claim for an extension of time or for damages by reason of the time taken by the Subcontractor or by reason of R2D Corp. 's failure to approve a product proposed by the Subcontractor. SUPPLEMENT TO PARAGRAPH 3 .7 .� 3 .7. 1 The Subcontractor shall obtain and furnish to the Owner a bona fide Certificate of Occupancy upon Subtantial Completion of the work. SUPPLEMENT TO PARAGRAPH 3 . 10 3 . 10. 1 The Subcontractor shall prepare and submit a progress schedule within two weeks after signing the Contract, for R2D Corp. 's and Owner's approval. The schedule shall contain the following: 1. The proposed dates for the start and completion of each of the various operations to be performed under this Contract, including each trade or subdivisions of the Work. 2 . The sequence and interrelationship of each of these operations with others, allowing adequate time for coordination. 3 . The estimated time for fabrication and delivery of materials and equipment required for the Work after approval of Shop Drawings. .. 4 . The proposed dates of award for each subcontracted trade or subdivisions of the Work. ,� e'"' ' Rider B Page 3 o .o responsibility between the various trades, and shall in no even operate to make R2D Corp. or the Architect an arbiter to establish such limits or responsibilities. am 1.2. 10 The Subcontractor is specifically cautioned that in the Specification Sections, the "Scope" or m■ "Work Included" portion is general, and in no way limits or qualifies the requirements of the Contract. 1.2 .11 The Subcontractor, before proceeding with the Work, shall check carefully lines and levels given on Drawings with the existing lines and levels, and shall advise R2D Corp. in writing of any discrepancies. B. ARTICLE 2 SUPPLEMENT TO PARAGRAPH 2 .2 2.2.5 Change the wording of this paragraph to read as follows: "The Owner will furnish the Subcontractor twelve sets of reproducible Drawings and twelve sets of Specifications without charge. Subcontractor shall make, at his own expense, the necessary prints he and his subcontractors and suppliers and others require am to perform the- Work. " C. ARTICLE 3 a* SUPPLEMENT TO PARAGRAPH 3 . 3 3. 3 . 1 The Subcontractor shall coordinate the operations, limits and responsibilities of his subcontractors, and he shall assure that cooperation between them and satisfactory progress is maintained. SUPPLEMENT TO PARAGRAPH 3 .5 3 .5.2 Guarantees from Subcontractor shall be supported by individual guarantees from each trade or m'" subcontractor and manufacturer or supplier covering work performed and material and equipment. 3 . 5. 3 Any material, fixture, appliance, piece of equipment or other item requiring excessive servicing during the guarantee period, in the opinion of the Architect, will be considered defective, and shall be made good, replaced and/or corrected, to the satisfaction of the Architect and Owner, under the terms of this paragraph. w ,. Rider B Page 2 .W 1.1. 11 The term "provide" shall be taken to mean and include both furnishing and installing, oft including delivery, uncrating, connecting up, anchoring in place, complete and ready for intended use. SUPPLEMENT TO PARAGRAPH 1.2 1.2.5 Should any contradiction, ambiguity, error or inconsistency appear in or between any of the Contract Documents, the Subcontractor shall, before proceeding with the Work in question, notify R2D Corp. and request an interpretation. In no case shall he proceed with the affected Work until advised by R2D Corp. . 1.2. 6 If the Subcontractor fails to make a request for interpretation of errors, discrepancies or conflicts in the Drawings or Specifications no excuse will be accepted for failure to carry our the Work in a satisfactory manner, as interpreted by R2D Corp. . In all cases, the Subcontractor will be deemed to have estimated on the highest quality materials and most expensive way of doing Work unless he has asked , for and obtained written decision as to which methods or materials will be required. 1.2 .7 Each and every trade or subcontractor will be deemed to have familiarized himself with all Drawings of this project, including Architectural, Sprinkler, Plumbing, Mechanical, and Electrical Work, so as to avoid errors, omissions, and misinterpretations. No additional compensation will be authorized for , alleged errors, omissions and misinterpretations, whether they are a result of failure to observe this requirement or not. 1.2 .8 Work shall be done as expeditiously as possible. If the Subcontractor falls behind schedule in the performance of the Work, R2D • Corp. reserves the right to designate the ordering which the Subcontractor shall proceed with any portions of the Work, until he establishes that he is once again on schedule. 1.2 . 9 The organization of the Specifications into Division, Sections and other subdivisions is AM based upon the CSI Uniform System, and is intended solely to facilitate reference to the various requirements of the Contract. In no way is such organization intended to establish the limits of subcontracts or the delegation of RIDER ►2 To Agreement Between: Riverview Realty & Development Corp. and - Project: Super Stop & Shop/Attached Retail Stores Northampton, Massachusetts MODIFICATIONS TO GENERAL CONDITIONS (A201) Where the term Contractor is used, it shall mean Riverview Realty & Development (R2D Corp. ) as Contractoi/Construction Manager. A. ARTICLE 1 SUPPLEMENT TO PARAGRAPH 1. 1 1.1.1 APPLICABLE STANDARD DOCUMENTS. The following documents of the American Institute of Architects and/or the Associated General Contractors are hereby made a part of the Contract Documents, whether or not bound herewith. Latest editions shall apply. AGC 600 Subcontract for Building Construction A201 General Conditions of the Contract for Construction (1987 Edition) G702 Application for Payment (1978 Edition, Rev. 1983) G702A Continuation Sheet for G702 G705 Certificate of Insurance G706 Contractor's Affidavit of payment of Debts w and Claims 1. 1. 8 These Conditions and the AIA General Conditions 4W (Document A201) together constitute the "General Conditions" referred to in any and all of the Contract Documents. 1. 1. 9 In the event of any inconsistency between provisions of these Conditions and the AIA General Conditions, these Supplementary Conditions shall govern. 1. 1. 10 The terms "approved" , "approved equal" , "similar and equal" and phrases of similar meaning and intent, shall require written approval of R2D Corp. of the item or materials referred to, and no substitution or variations from the requirements of the Drawings and Specifications shall be made unless so approved. Rider A Page 3 5. Article 15/Contract Interpretation 15. 6 Entire Agreement Add the following new paragraph: "This agreement cannot be changed orally and may only be changed and/or modified by written change order issued by the Contractor and accepted by the signature of the Subcontractor. ee 4" 40 Rider A am Page 2 3 . Article 8/Subcontractor's Obligations 8.6 Authorized Representative Add the following new paragraph: we "The Authorized Representative is to be available on an "as required" basis to review schedules, workmanship, coordination and to attend regularly scheduled job progress meetings throughout the A duration of the project. " 8.9 Safety: add the following paragraphs: "All Subcontractors are fully responsible for conformance to all OSHA requirements including replacement of safety barricades removed by each Subcontractor for the performance of their work. " "All Subcontractors are required to submit evidence of their worker safety and Haz-Com programs and provide the Contractor with monthly reports of weekly safety meeting with the signatures of all in ,. attendance. " "The policy of a drug and alcohol free work site will be strictly enforced. " 8 . 15 Testing The Owner will pay for the services of an independent materials testing laboratory for soils and concrete testing and steel inspection. The subcontractor will .. be fully responsible for the cost of any re-test due to any failed test. 4 . Article 11/Labor Relations 11. 1 This Subcontractor agrees to fully cooperate with all trade contractors, including those under separate contract with the Contractor and/or Owner, whether or not any trade contractor is a member of any , a collective bargaining agreement. The Subcontractor will not cause or take part in or participate in any disharmony on the project. RIDER A To Agreement Between: Riverview Realty & Development Corp. - and - Project: Super Stop & Shop/Attached Retail Stores Northampton, Massachusetts Modification to Subcontract for Building Construction (AGC-600) 1. Article 3/Schedule of Work. 3.1 Time is of the Essence awe add the following new paragraph: "The Subcontractor shall within 2 weeks of notice of award of Contract submit to the Contractor, on a form acceptable to the Contractor, a detailed construction schedule, and submittal schedule, to achieve the milestones noted in the Contractor's master schedule for the scope of work specified in Article 16.2 . " Detailed job progress schedule updates showing percentage of work completed to date, work completed ahead of schedule and work behind schedule shall be submitted to the Contractor monthly with payment requisition until completion of all of Subcontractor's work. 2. 5.3 Final Payment 5.3.2 (e) delete period, add the word "and" 5.3.2 (f) add the following new paragraph: "the following have been received in triplicate by R2D Corp. ; all warranties, guarantees, maintenance manuals, approved shop drawings, !"* test results and other data as .set forth in Plans, Specifications, General Conditions and any other jurisdictional agencies having „ authority" . 4 15.5 TITLES.Tne lilies Given to the Articles of this AGree- 16.3 COMMON TEMPORARY SERVICES.Tne tollowinG"Pro- men, are for ease of reference only anC shall not be relied jeCI"common temporary services and/or facilities are for upon Or CiteC tot any other pu•pose. the use of all project personnel and shalt be furnished as herein Delow noteC. 15.6 ENTIRE AGREEMENT.This Agreement is solely for the benefit of the signatories hereto and represents the en- By this Subcontractor, water, heat, fire pr otectie tire and integrated agreement between the parties hereto `first aid. W�+ "` ano supersedes all prior negotiations,representations, or B others; P P agreements, either written or oral. Y 200 am Tem electrical service See Rider A ARTICLE 16 for use by building trades to be installed during Foundation Const. SPECIAL PROVISIONS 16.1 PRECEDENCE. It is understood the work to be perform- ed under this Agreement, including the terms and condi- tions thereof, is as described In Articles 1 through 16 together with the following Special Provisions,which are intended to complement same. However, in the even'. of 16.4 OTHER SPECIAL PROVISIONS.(Insert here any special , any inconsistency, these Special Provisions shall govern. provisions required t-y this Agreement.) 16.2 SCOPE OF WORK. All work necessary or incidental to See Rider D complete the Work for the Project in strict accordance with and reasonably inferable from the Contract Documents and as more par- 16.5 CONTRACT DOCUMENTS. {List applicable Contra:+ ticularly, thouoh not exclusively, specified in Documents including :pecifi;ations, Drawings,addenda, , Sep modifications and e°t�_rcised alternates. Identify with Rider C general description, sheet numbers and latest date in- with the following additions or deletions: cluding revisions.) See Rider F A* IN WITNESS WHEREOF,the panies hereto have executed this Agreement under seal,the day and year first above .r. Riverview Realtly & Development (nrp- Subzori,ractor COnUactor By By (Title) (rilie) Leonard J. Schiraldi President AGC DO..UMCNT N0. 600 • SUSCONTRAC- FOR 5UILDIJtiG COr:STRUCTION Genera; Camracters oI ArnenCa 12.6 ENDDRSEMENT. If the policies of insurance referred the Contract Documents or within a reasonable time alter to in this Anicle require an enclorsement to provioe for con- written notice of the claim,dispute or other matter in pues- tinueC coverage where there is a waiver of subrogation, lion has been given, but in no event shall it be made when OR the owners of such policies will cause them to be so institution of legal or equitable proceedings based on such endorsed. claim, dispute or other matter in question would be bar- red by the applicable statute of limitation, whichever shall ARTICLE 14 first occur. The location of the arbitration proceedings 40 shall be the location of the Project. ARBITRATION 14.5 AWARD.The award rendered by the arbitrator(s)shall 14.1 AGREEMENT TO ARBITRATE.All claims, disputes and be final and judgment may be entered upon it in accor- 4i matters in question arising out of,or relating to,this Agree- dance with applicable law in any court having jurisdiction. ment or the breach thereof,except for claims which have been waived by the making or acceptance of final pay- 14.6 WORK CONTINUATION AND PAYMENT. Unless other- ment, and the claims described in Paragraph 14.2, shall wise agreed in writing, the Subcontractor shall carry on be deciced by arbitration in accordance with the Construc- the Work and maintain the Schedule of Work pending ar- tion Industry Arbitration Rules of the American Arbitration bitration.11 the Subcontractor is continuing to perform,the Association then in effect unless the parties mutually Contractor shall continue to make payments in accor- agree otherwise. Notwithstanding other provisions in the dance with this Agreement. "a Agreement,this agreement to arbitrate shall be governed by the Federal Arbitration Act. 14.7 NO LIMITATION OF RIGHTS OR REMEDIES. Nothing in this Article shall limit any rights or remedies not express- 14.2 EXCEPTIONS. The agreement to arbitrate shall not ly waived by the Subcontractor which the Subcontractor apply to any claim: may have under lien laws or payment bonds. (a) of contribution or indemnity asserted by one party to this Agreement against the other party and aris- 14,8 SAME ARBITRATORS.To the extent not prohibited by ing out of an action brought in a state or federal court their contracts with others,the claims and disputes of the or in arbitration by a person who is under no obliga- Owner,Contractor, Subcontractor and other subcontrac- tion to arbitrate the subject matter of such action tors involving a common question of fact or law shall be with either of the parties hereto or does not consent heard by the same arbitrator(s) in a single proceeding. to such arbitration; or No (b) asserted by the Subcontractor against the Contrac- ARTICLE 15 - -- for if the Contractor asserts said claim, either in whole or part against the Owner, or asserted by the CONTRACT INTERPRETATION Owner against the Contractor,when the contract bet weep the Contractor and Owner does not provide for 15.1 INCONSISTENCIES AND OMISSIONS. Should incon- binding arbitration, or does so provide but the two sistencies or omissions appear in the Contract arbitration proceedings are not consolidated, or the Documents, it shall be the duty of the Subcontractor to Contractor and Owner have not subsequently agreed so notity the Contractor in writing within three (3) work- to arbitrate said claim. In either case the parties ing days of the Subcontractor's discovery thereof. Upon hereto shall notify each other either before or after receipt of said notice, the Contractor shall instruct the demand for arbitration is made. Subcontractor as to the measures to be taken and the Sub- In any dispute arising over the application of this contractor shall comply with the Contractor's instructions. Paragraph 14.2,the question of arbitrability shall be decid- ed by the appropriate court and not by arbitration. 15.2 LAW AND EFFECT. This Agreement shall be govern- ed by the law of the State of nnnerl ; c i+ 14.3 INITIAL DISPUTE RESOLUTION. If a dispute arises out of or relates to this Agreement, or the breach thereof, the 15.3 SEVERABILITY AND WAIVER.The partial or complete parties may endeavor to settle the dispute first through invalidity of any one or more provisions of this Agreement direct discussions.If the dispute cannot be settled through shall not affect the validity or continuing force and effect direct discussions,the parties may endeavor to settle the of any other provision. The failure of either party hereto no dispute by mediation unoer the Construction Industry to insist, in any one or more instances, upon the perfor- Mediation Rules of the American Arbitration Association mance of any of the terms,covenants or conditions of this before recou•se to arbitration. Mediation will be commenc• Agreement, or to exercise any right herein, shall not be ed within the time limits for arbitration stipulated in the construed as a waiver or relinquishment of such term, A Contract Documents.The time limits for any subsequent covenant, condition or right as respects further arbitration will be extenoed for the duration of the media- performance. lion process plus ten (10; days or as otherwise provided in the Contract Documents. Issues to be mediated are sub- 15.4 ATTORNEY'S FEES.Should either party employ an a,- 4111111111 iect to the exceptions in Paragrapn 14.2 for arbitration.The iorney to institute suit or demand arbwation to enforce location o` the mediation, shall be the same as the loca° any of the provisions hereof, to protect its interest in any lion for arbitration identified in Paragraph 14.4. matter arising under this Agreement, to collect damages for the breach of the Agreement, or to recover on a surety 14.4 NOTICE OF DEMAND. Notice of the demand for arbitra• bond riven by a party unoer this Agreement, the prevail- lion shall be filed in writing, witn the other party to this inc party shall be entitled to recover reasonable attorney's Agreement and with the American Arbitration Association. fees,costs, charges, and expenses expenoed or incurred Tne demand for arbitration shall be mane as required in therein. 13 AGC DOCUMENT NO. 600 - SUBCONTRACT FOP, BU!�_DING CONSTRUCTION ;' 1990, Tne Associated General Contractors of America This insurance shall include contractual liability in- 13.3 NUMBER OF POLICIES.Comprehensive or Commercial surance covering the Subcontractor's obligations under General Liability Insurance and other liability insurance Article 12. may be arranged under a single policy for the full limits required or by a combination of underlying policies with 13.2 MINIMUM LIMITS OF LIABILITY. The Subcontractor's the balance provided by an Excess or Umbrella Liability Comprehensive or Commercial Liability Insurance and Policy. Comprehensive Automobile Liability Insurance, as re 13.4 CANCELLATION, RENEWAL OR MODIFICATION. The quired by Paragraph 13.1, shall be written with limits of liability not less than the following: Subcontractor shall maintain in effect all insurance See Rider E for additional requirements coverage required under this Agreement at the Subcon- A. Comprehensive General Liability Insurance including tractor's sole expense and with insurance companies ac. completed operations ceptable to the Contractor. All insurance policies shall contain a provision that the 1. Combined Single Limit coverages afforded thereunder shall not be cancelled or not renewed, nor restrictive modifications added, until at Bodily Injury and least thirty (30) days prior written notice has been given Property Damage S 2 Qon .no11.00 to the Contractor unless otherwise specifically required Each Occurrence in the Contract Documents. Certificate of Insurance, or certified copies of policies s 000 000.00 acceptable to the Contractor, shall be filed with the Con- Aggregate tractor prior to the commencement of the Subcontractor's Work. or In the event the Subcontractor fails to obtain or main- tain any insurance coverage required under this Agree- 2. Bodily Injury $ 2 L000,000.00 ment, the Contractor may purchase such coverage and Each Occurrence charge the expense thereof to the Subcontractor, or ter- minate this Agreement. S 2,000,000-00 The Subcontractor shall continue to carry completes', Aggregate operations liability insurance for at least two years after final payment. The Subcontractor shall furnish the Con 3. Property Damage S 2,000,000.00 tractor evidence of such insurance at final payment am Each Occurrence one year thereafter. S 2,000,000-00 13.5 WAIVER OF RIGHTS.The Contractor and Subcontrac- Aggregate for waive all rights against each other and the Owner,the Architect, the Architect's consultants and agents c- B. Commercial General Liability Insurance employees of any of them, separate contractors, and ai: other subcontractors for loss or damage to the extent 1. Each Occurrence covered by Builder's Risk or any other property or equip- Limit S 2,000,000.00 ment insurance, except such rights as they may have to 2,000,000-00 the proceeds of such insurance; provided, however, that 2. General Aggregate C such waiver shall not extend to the acts of the Architect; the Architect's consultants, and the agents or employee, 3. ProductslCompleted of any of them listed in Paragraph 12.3. Operations Aggregate t 2,000,000-00 Uoon written request of the Subcontractor,the Contrac- tor shaii provide the Subcontractor with a copy of th:, 4. Personal and Adver- 2,000,000-00 Builder's Risk policy of insurance or any other equipmer..! tising Injury Limit S insurance in force for the Project and procured by the Con tractor. The Subcontractor shall satisfy itself, to the e)- C. Comprehensive Automobile Liability Insurance istence and extent of such insurance prior to commenc,r. ment of the Subcontractor's Work. 1. Combined Single Limit If the Owner or Contractor have not purchased Builde-' Risk insurance for the full insurable value of the Sub: Bodily Injury and tractor's Work less a reasonable deductible,then the Su'. Property Damage c 1,OOU,�. _ nrl contractor may procure such insurance as will protect tier Each Occurrence lilt,__' n` the Subcontractor,its subcontractors and subcontractors rr, the t",'oak, and, by appropriate Subccl or tractor Chanoe Order, the co_st of such additiona'. :- surance shall be reimbursed to the Subcontractor. 2. Bodily Injury S i .000.000 .00 It not covered under the Builder's Risk policy o'. i Each Person surance or any other property or equipment insuranc, , 000 000 .00 quired by the Contract Documents,the Subcontractor tll, g procure and maintain at the Subcontractor's own ex Each Occurrence property and equipment insurance for portions of the c� r� i . 00 .000.00 contractor's Work stored off the site or in transit, wit ^ ^� nns of the Subcontractor's Work are to t- :,r negligence of the Subcontractor or by a cause for which by any employee of the Subcontractor,anyone directly or Subcontractor would have been responsible, indirectly employed by the Subcontractor or anyone for W^ The Contract Pace shall not be adjusted under this Ar- whose acts the Subcontractor may be liable, the indem- ticle for any suspension, delay or interruption to the ex. nlfication obligation unoer this Article 12 shall not be tent that performance would have been suspended, limited in any way by any limitation on the amount or type delayed or Interrupted by a cause for which the Subcon- of damages, compensation or benefits payable by or for 4" tractor would have been entitled only to a time extension the Subcontractor under worker's or workmen's compen- under this Agreement. sation acts, disability benefii acts or other employee benefit acts. 10.7 WRONGFUL EXERCISE. If the Contractor wrongfully exercises any option under this Article, the Contractor 12.3 ARCHITECT EXCLUSION. Except as provided by the shall be liable to the Subcontractor solely for the Contract Documents, the obligation of the Subcontractor reasonable value of work performed by the Subcontrac. under this Article 12 shall not extend to the liability of the for prior to the Contractor's wrongful action, including Architect, the Architect's -consultants, agents or reasonable overhead and profit on the Work performed, employees of any of them, arising out of less prior payments made, and attorney's fees. (a) the preparation or approval of maps, drawings, opi- nions, reports, surveys, Change Orders, designs or ARTICLE 11 specifications, or +0 (b) the giving of or the failure to give directions or in- LABOR RELATIONS structions by the Architect, the Architect's Con- sultants, and agents or employees of any of them (Insert here any conditions, obligations or requirements provided such giving or failure to give is the primary a"w relative to labor relations and their effect on the project. cause of the injury or damage. Legal counsel is recommended.) 12.4 COMPLIANCE WITH LAWS.The Subcontractor agrees (See Rider A) to be bound by,and at its own cost,comply with all federal, state and local laws, ordinances and regulations (hereinafter collectively referred to as "Jaws") applicable ARTICLE 12 to the Subcontractor's Work including, but not limited to, equal employment opportunity, minority business enter- INDEMNIFICATION prise, women's business enterprise, disadvantaged business enterprise, safety and all other laws with which 12.1 SUBCONTRACTOR'S PERFORMANCE.To the fullest ex• the Contractor must comply according to the Co tract tent permitted by law,the Subcontractor shall defend, in- Documents. 4" demnify and hold harmless,the Contractor(including the The Subcontractor shall be liable to the Contractor and affiliates, parents and subsidiaries, their agents and the Owner for all loss, cost and expense attributable to employees)and other contractors and subcontractors and any acts of commission or omission by the Subcontrac- all of their agents and employees and when required of tor, its employees and agents resulting from the failure O the Contractor by the Contract Documents,the Owner,the to comply therewith, including, but not limited to, any Architect,Architect's consultants,agents and employees fines, penalties or corrective measures. from and against all claims,damages,loss and expenses, including but not limited to attorney's fees, arising out of 12.5 PATENTS. Except as otherwise provided by the Con- or resulting from the performance of the Subcontract pro- tract Documents, the Subcontractor shall pay all royalties vided that: and license fees which may be due on the inclusion of any (a) any such claim, damage, loss, or expense is at- patented materials in the Subcontractor's Work.The Sub- tributable to bodily injury, sickness, disease, or contractor shall defend all suits for claims for infringement death, or to in to or destruction of tangible pro- of any patent rights arising out of the Subcontractor's perty(other than the Subcontractor's Work itself)in- Work, which may be brought against the Contractor or cluding the loss of use resulting therefrom, to the Owner, and shall be liable to the Contractor and Owner extent caused or alleged to be caused in whole or for all loss, including all costs, expenses, and attorney's in part by any negligent act or omission of the Sub- fees. contractor or anyone directly or indirectly employed by the Subcontractor or for anyone for whose acts ARTICLE 13 the Subcontractor may be liabi:, reoardless of whether it is caused in part by a party indemnified INSURANCE hereunder; (b) such obligat;on shall not be construed to negate,or 13.1 SUBCONTRACTOR'S INSURANCE. Prior to start of the abridge, or otherwise reduce any other right or Subcontractor's Work, the Subcontractor shall procure for obligation of indemnity which would otherwise ex- the Subcontractor's Work,and maintain in force Workers' ist as to any party or person described in this Arti- Compensation Insurance, Employer's Liability Insurance, cle 12. Comprehensive or Commercial General Liability Insurance on an occurrence basis, and all insurance required of the +0 12.2 NO LIMITATION UPON LIABILITY. In any and all claims Contractor under the Contract Documents. against the Owner, the Architect, Architect's consultant;, The Contractor,Owner and other parties as designated agents and employees, the Contractor (including its af- in the Contract Documents shall be named as additional filiates, parents and subsidiaries) and other contractors insureds on each of these policies except for Workers' or subcontractors, or any of their agents or employees, Compensation. 11 AGC DOCUMENT NO. 600 • SUBCONTRACT FOR BUILDING CONSTRUCTION C 1990,The Ass-_ciated General Contractors of America .m ..w tor1.2 TERMINATION BY CONTRACTOR.saliltrrlycontinue correc- the Subcontractor shalllimmediately s spend notification faits to commence and spt tion of a default within three (3) working days after writ- tractor's Work. ten notification Issued under Subparagraph 10.1.1, then In t`+e event of such Owner suspension, the Contractor's the Contractor may, in lieu of or in atldition to Sub- liability 10 the Subcontractor is limited to the extent of the paragraph 10.1.1, issuers surely, h notate shalol hentConttr Contract Documents. The Contractor agrees to the Subcontractor and + state that if the Subcontractor fails to commence n days cooperate n with tpeosecu�on o1 any tSubconb Subcontractor tinue correction of a default within seven(7) Y of the written notification, actor Agreement ay use any ma eria snim- contractor tof p an rosecute said claim,in the name off the Con- terminated and ** plements,equipment, appliances or tools furnished by or tractor, for the use and benefit of the Subcontractor. belonging to the Subcontractor to complete the Subcon• 10.4 TERMINATION BY OWNER. Should the Owner ter. tractor's Work. minate its contract with the Contractor or any part which The Contractor also may furnish those materials,equip ment and/or employ s necessa workers to maiunblain the orderly so notifyttheSSubcontractor sin�wr tingeand upon written shall the Contractor deems y notification, this Agreement shall be terminated and the progress of the Work. the Subcontractor's All costs incurred by the Contractor in performing the Work,ntractor of shall immediately Contractor's insup et ons a d mitigate Subcontractor's Work, including reasonable overhead, p fit and attorney's tees,shall be deducted from any moneys all costs. the Contractor's due or to become due the mentof an Subcontractor.amount by wh ch liabili y to the Subcontrractor is !limited to the extent of the for shall be liable for the pa}' Y w such expense may exceed the unpaid balance of the Con- the Contract tar's recovery Documents. Subcontractor's behalf under tract Price. The Contractor agrees to cooperate with the Subcon- 10.1.3 USE OF SUBCONTRACTOR'S EQUIPMENT.If the Con- tractor, any t the Subcontractor for means ng out oft er secu- mb tractor performs work under this Article or sublets such he Contractor and/or the per- termination and to permit the Subcontractor to prosecute work to be so performed, t sons to whom work has been sublet shall have the right benefilt c thetSubc Subcontractor, o�assign,rtherc aim to the 'o take and use any materials,implements,equipment,ap• w pliances or tools furnished by, belonging or delivered to .Subcontractor.the-Subcontractor and located at the Project. lo.5 CONTINGENT ASSIGNMENT OF SUBCONTRACT. Th- Contractor's contingent assignment of the Subcontra- 10.2 BANKRUPTCY to the owner, if provided in the Contract Documents, 10.2.1 TERMINATION ABSENT CURE.If Subcontractor files effective when thhOwner(a) h the assignment terminated thb omit i a petition under the Bankruptcy Code, this Agreement for cause and (b) accepted shall terminate if the Subcontractor or the Subcontractor's ing the Subcontractor in writing.This contingent assic trustee rejects the Agreement or, if there has been a ment is subject to the prior rights of a surety that mad• default, the Subcontractor is unable er perform as required tor'ihereby consen sCto suchtassigne assignment and agrees 11 assurance that the Subcontractor p by this Agreement or otherwise is unable to comply with bound to the assignee by the terms of this Subcon':.- the requirements for assumine this Agreement under the applicable provisions o+ the Bankruptcy Code. 10.6 SUSPENSION BY CONTRACTOR.The Contractor - order the Subcontractor in writing to suspend, delay, 10.2.2 INTERIM REMEDIES. I` the Subcontractor is not per- interrupt al: or any part of the Subcontractor's \�lar�: forming in accordance with the Schedule of Work at the such period of time as may be determined to be .+. time a petition in bankruptcy is filed,or at any subse.uert propriate for the convenience of the Contractor. c`�la time, the Contractor, while av,,ai?inc the decision of the or interrupted Work when required shall not be oeer Subohe lour or its trustee to reject or to assume this a suspension of Work. Agreement and provide adequate assurance of its ability Tne Subcontractor shall notify the Contractor in wr. tc perform hereunder, may avail i;Sell of such remeoies within ten (10) working days alter receipt of the Con' under this Article as are reasonably necessary to main- tor's order of tt:e effect of such order upon the Sul fain the Schedule of Work. tractor's VJork.To the extent allowed the Contractor t. The Contractor Of offset against any Sums due or to the Contrac? Documents, the Contract Price or car, become due the Subcontractor all costs incurred in put- time shall be adjusted by r cost Of p Change Ord suing any of the remedies provided hereunder, including, any increase in the time or cost of performance but not limited to, reasonable overhead, profit ad at- Agreement caused by such suspension, ore; torney's tees. interruption. The Subcontractor:shall be liable for the payment of any No claim under this Article shalt be allowed fc amount by which such expense may exceed to unpaid costs incurred more than ten(10)%vc-king days pr,r. balance d' the Comsat; Price. Subcontractor's notice to the Contractor. Neither the Contract Price nor the contract ti-- n any � �^ ,,nar SUSDend be adjusted under this Article for a suspensic!, + �� to the extent that performance wou 6.e SUBSTITUTIONS.No substitutions shall be made in the 9.10 WARRANTY. The Subcontractor warrants Its work Subcontractor's Work unless permitted In the Contract against all oeficiencies ane detects to materials and/or trw Documents and only then upon the Subcontractor first workmanship and as called for in the Contract Documents. receiving all approvals required under the Contract The Subcontractor agrees to satisfy such warranty Documents for substitutions. The Subcontractor shalt obligations which appear within the warranty period indemnify the Contractor as a result of such substitutions, established in the Contract Documents without cost to the X0 whether or not the Subcontractor has obtained approval Owner or the Contractor. thereof. If no warranty is required of the Contractor in the Con- tract Documents,then the Subcontractor shall warrant its work as described above for the period of one year from 9.5 USE OF CONTRACTOR'S EQUIPMENT.The Subcontrac- the date(s)of substantial completion of all tor, Its agents, employees, subcontractors or suppliers portion of the Subcontractor's Work or acceptance or use shall not use the Contractor's equipment without the ex• by the Contractor or Owner of designated equipment, press written permission of the Contractor's designated whichever is sooner. wx representative. The Subcontractor further agrees to execute any special If the Subcontractor or any of its agents, employees, warranties that shaft be required for the Subcontractor's suppliers or lower-tier subcontractors utilize any Work prior to final payment. machinery, equipment, tools, scaffolding, hoists, lifts or on similar Items owned, leased, or under the control of the Contractor,the Subcontractor shall defend,indemnify and be liable to the Contractor as provided in Article 12 for any loss or damage(including personal injury or death)which ON may arise from such use, ` - .�uicat ARTICLE 10 10 RECOURSE BY CONTRACTOR 9.6 CONTRACT BOND REVIEW.The Contractor's Payment 10.1 FAILURE OF PERFORMANCE Bond for the Pro)eet, if any, may be reviewed and copied eM by the Subcontractor. 10.1.1 NOTICE TO CURE. If the Subcontractor refuses or (Does Not Apply) fails to supply-enough-properly-skilled workers, proper- materials,or maintain the Schedule of Work, or it fails to 9.7 OWNER ABILITY TO PAY.The Subcontractor shall have make prompt payment for its workers, lower-tier sub- the right to receive from the Contractor such information contractors or suppliers, disregards laws, ordinances, as the Contractor has obtained relative to the Owner's rules, regulations or orders of any public authority having financial ability to pay for the Work. jurisdiction, or otherwise is guilty of a material breach of a provision of this Agreement,the Subcontractor shall be deemed in default of this Agreement. If the Subcontrac- 9.E PRIVITY.Until final completion of the Project,the Sub- for fails within three(3)working days after written notifica- contractor agrees not to perform any work directly for the tion to commence and continue satisfactory correction of Owner or any tenants thereof, or deal directly with the such default with diligence and promptness,then the Con- Owner's representatives in connection with the Project, tractor without prejudice to any rights or remedies, shall unless otherwise directed in writing by the Contractor.All have the right to any or all of the following remedies: Work for this Project performed by the Subcontractor shall (a) supply such number of workers and quantity of be processed and handled exclusively by the Contractor. materials,equipment and other facilities as the Con- tractor deems necessary for the completion of the Subcontractor's Work; or any part thereof which the Subcontractor has failed to complete or perform 9.9 SUBCONTRACT BOND. If a Performance and Payment after the aforesaid notice, and charge the cost Bond is not required of the Subcontractor under Article thereof to the Subcontractor,who shall be liable for 16, then within the duration of this Agreement, the Con- the payment of same including reasonable overhead, tractor may require such bonds before work is started and profit and attorney's fees; the Subcontractor shall provide the same. (b) contract with one or more additional contractors,to Said bonds shall be in the full amount of this Agreement perform such part of the Subcontractor's Work as in a form and by a surety satisfactory to the Contractor. the Contractor shall determine will provide the most The Subcontractor shal! be reimbursed without re- expeditious completion of the total Work and charge tainaae for cost of same simultaneously with the f irst pro- the cost thereof to the Subcontractor; I cress payment hereunder., provided same is-6 (c) withhold payment of any moneys due the Subcon- The reimbursement amount for the bonds shall not exc) tractor pending corrective action in amounts suffi- ceed the manual rate for such subcontractor work. C. cient to cover losses and compel performance to the In the event the Subcontractor shall fail to promptly pro"" required by and to the satisfaction of the Con- !�► vide such requested bones,the Contractor may terminates tractor and 0��'ner ; and this Agreement and re-let the work to another subcontrac,,. (d) in the event of an emergency affecting the safety of for and all Contractor costs and expenses incurred thereb�� persons or property,the Contractor may proceed as shall be paid by the Subcontractor. = above without notice. o T � 9 AGC DOCUMENT NO. 600 • SUBCONTRACT FOR BUILDING CONSTRUCTION G loop The Associated General Contractors of America art of the .® cture or E.12 SUBCONTRACTOR ASSIGNMENT H+EP o OngWORKp7he Su rocess, manufa contractor shall not assign prior written approval of the in the course of preparation, P royal shall not be hall furnish to the Contractor, in Subcontractor's Work tractor treatment. ons of the pro, Contractor. The Contractor's aPP The Subcontractors full reP unreasonably withheld.LowertherContractorcmay be ective of the Iota- pliers previously approved by such detail and as often as require rah 16.4. gress of the Subcontractor's Work irresp at paragraph work. GRVICES. The Subcontractor lion of such .w• Agreement. 8.13 NON-CONTRACTED S- provided in this Ag B.8 CLEANUP.The Subcontractor shall follow the Contrac agrees, except as otherwise p and safety directions, and tor's cleanup keep the building and premises free from .� from the Sub, that no claim a materials furnished shag bervagd unless,the (a) at all times rendered o Subcontractor pro�'ides the Contractor nonce: debris and unsafe conditions resulting gf the services or materials, ex contractor's �Nork; and prior to discontinuing (a) prior to furnishing affecting the safety of persons (b) broom clean each work area p CeAt in an emergency work in the same. commence or Property; da s of first �. If the Subcontractor tails 10 es within t`^'enty'tour (24) of such claim within three (3) Y b in writing compliance with cleanup furnishing such services or materials; an implement Such cleanup c the written charge for such sery icesefr the elnd c hours after written notifiCaotfo�aYimphe Contractor o1 Host ( ) fifteenth ('15th) day ` compliance,the Contra late; than the fi �nateC. month following that in which the claim orig measures withoua�ountsrduetoreo and dec become due the Sub- thereof from any contractor. lb,'' or in the vicini• 8.14 MATERIALS SAFE th contractlDocumena or b)re even for is not obligated by hazardous or E.9 SAFETY.The Prevention of accidents on hazardous waste, asbestos or PCB' safety program for the entire to perform work which involves pollutan , ty of its Work is the Subcontractor's responsibility, toxic substances, if Contractor est tractor shall establish a safety program nt and standards the Subcontr``acic,khassobligations untder the Cont'�•'-' Project.implementing Safety measures, policies a govern- that the Con implementing Documents or by law regarding such materials vdi;hin �.ns conforming to those required or recommended by uasi overnmental authorities tiding lbutn1ot scope of th 11 Sul thtesetobligat obligations- Mental Subcontrac.0» mental and q g the Contract likewise shall .r. tion and by the Contractor and Oowedr,by See -Ride �) limited to, requirements imp 1 with_..t. 6.1-5 Testing companies __ Docu.ments. , Subcontractor •shall_ •comp - rea inga n interest net e Project,fand shall slop l c rec ARTICLE 9 having an .. of the Work which Contractor Contractor shall have been SUBCONTRACT PROVISIONS tive measures satisfactory Subcontractor's unsafe a base line and benchma�' " taken.Contractor's failure to stop Contractor im practices shall not relieve Subcontractor of the r for p_ thereto Subcontractor shall notify tl confirm the 9.1 LAYOUT RESP NSIBtLITY AND LEVELS.The r "•" ibilft th and ro P Y for shall establish ctor shall lay out 2r+d s y an accident P mediately following Y repo ,shall be furnish s:t whereupon the Subcon.ra of the Sub"ontr notice in writing.A detailed written rep strictly responsible for the s a�curacy mage to the Con''at vC �, the Contractor.Subcontractor shall ncur• strictly Work and for any or others by reason of the Subcontractor's failure to demnity Contractor for fines, damages or expenses out or perform its work correctly.The Subcontractor s red by the Contractor because °1fements.contractor s failure to comply' With safety req e A Subcontractor shall exerc+s prudence that me ;u0, finishcsurdta�s�in See Rid. ) oeta I �,�p PROTcCTION OF THE WORK.`o properly Prot the Sub take necessary' precautions top P Y P e a t of the Subcontractor contractor's Work and the work of others from damag c•2 WORKMANSHIP.Ev.,r) P S d b-the Subcontractor's operations. Should the shill been s in moslrs Lund workmanlike,kma�ke,2 d cause ) Doc contractor cause damage to,hers,he Subcontractor shall shat! be of the es, owner, the Contractor or o; tia! manner. All workmanship mat F such damage to the satisfaction of the Several kinds, and all fU�neshed uneacnple cuantili promptly' rem °)' and deduct tors Work shall be Contractor, e' the Contrac2mo ms due orto)become due facilitate the p P P ez the cos; thereof from an}' Pro per and expeditious execution of the the Subcontractor. and shall be new except such materials as may Subcontractor ly provided in the Contract Documents to be oth; FEES AND LICENSES. The �RS. In the e`' B.1-,'PERMITS, F--- ,O the shall give adequate notices to authorities P toaa�l permits, 9.3 MATERIALS FURNISHED BYVOoTH includes ins:. a► scope of the Subcon�ent fr's v4orV by others, it Subcontractor's Worland secure and pa; of materials or ecuip fees, licenses, assessments, inspections and taxes Subcontractor to ex, necessary to complete the Subcontractor's V�'orF;in accO. the responsibilily' of the Sub o handle,store a; dance v,'ith the Contract DOhe Contractor under the Con items so provided and thereup T�the extent obtained by t „tr,r Shall be compensated the items with such skill and care as to ensure tory and proper installati'onp Loss °fed from ar- E DELAY. if the progress of the Subcontractor's Work is (b) in wrtUnr of such claim within three Cays of firs;fur• substantially oelayed v,rtnout the taut; or responsibility nrshrng such services or materials; and ?! ► the written charges for such services of the Subcontractor, then the time for the Subcontrac• (c) h dmaterials ar tor's Work shall be extended by Subcontract Change Order no later than the fifteenth(15th)day of the Calen or Subcontract Construction Change Directive to the ex• month loltowing that In which the claim originated. tent obtained by the Contractor under the Contract ARTICLE e Documents and the Schedule of Work:shall be revised ac- cordingly. from the Owner The Contractor shall not be liable to the Subcontractor SUBCONTRACTOR'S OBLIGATIONS for any damages or additional compensation as a conse ouence of delays caused by any person not a party to this E.t OBLIGATIONS DERIVATIVE. The Subcontractor binds Agreement unless the Contractor has first recovered the itself to the Contractor under this Agreement in the same same on behalf of the Subcontractor from said person, manner as the Contractor is bound to the Owner under the it being understood and agreed b}'the Subcontractor that, Contract Documents and will so bind its lower-tier sub- !*� apart from recovery from said person,the Subcontractor's contractors.The Subcontractor shall make available to its be an extension lower-tier subcontractors the Contract Documents which sole and exclusive remedy for delay shall in the time for performance of the Subcontractor's Work. are binding on the lower-tier subcontractors. 6.7 LIQUIDATED DAMAGES. If the Contract Documents pro. E.2 RESPONSIBILITIES.The Subcontractor shall furnish all vide for liquidated or other damages for delay beyond the of the labor,materials, equipment,and services,including, completion date set forth in the Contract Documents, and but not limited to,competent supervision, shop drawings, such damages are assessed, then the Contractor may samples, tools, and scaffolding as are necessary for the ws assess same against the Subcontractor in proportion to proper performance of the Subcontractor's Work in strict the Subcontractor's share of the responsibility for such accordance with and reasonably inferable from the Con- delay. However the amount of such assessment shall not tract Documents. exceed the amount assessed against the Contractor. The Subcontractor shalt provide a list of proposed sub- Nothing set forth herein shall limit the Subcontractor's contractors and suppliers, be responsible for taking field liability to the Contractor for the Contractor's actual delay dimensions, tests,ordering of materials and all damages caused by the Subcontractor's delay.The Sub- other actions as requ red to meet the Schedule of Work. contractor shall be liable to the Contractor for the Con- cheduline tractor's actual damages caused by the Subcontractor's E.3 SHOP DRAWINGS.The Subcontractor shall be respon- delay. sible to the Contractor for the accuracy and conformity with the Contract Documents and other submittals that ARTICLE 7 pertain to its work in the same manner as the Contractor is responsible therefor to the Owner. Shop drawings, or CONTRACTOR'S OBLIGATIONS their approval by the Contractor, shall not be deemed to authorize deviations or substitutions from the re- 7. CONTRACT DOCUMENTS. Prior to executing this Sub- quirements of the Contract Documents. contract, the Contractor shall make available to the Sub contractor the Contract Documents which are bindino on E•4 TEMPORARY SERVICES. The Subcontractor shall fur- the Subcontractor and set forth in Paragraph 16.5. Wish all temporary services andlor facilities necessary to perform its work,except as provided in Article 16. Said ar- 7.2 AUTHORIZED REPRESENTATIVE. The Contractor shall ticle also identifies those common temporary services, if desionate one or more persons who shall be the Contrac• any, which are to be furnished by the Subcontractor. tor's authorized representative(s)on-site and off-site.Such tinterface and/or authorized represent ative(s)shall be the only person(s)the E.5 COORDINA ION. The Subcontractor shall: Subcontractor shall look to for instructions,orders and/or (a) cooperat with the Contractor and all others whose directions, except in an emergency. work mayl interfere with the Subcontractor's Work; (b) specifically note and immediately advise the Con- 7.3 STORAGE APPLICATIONS.The Contractor shall allocate tractor of any such interference with the Subcontrac- adequate storage areas, if available, for the Subcontrac- tor's Work; and tor's materials and equipment during the course of the (c) participate in the preparation of coordination draw - t Work. ines and work schedules in areas of congestion. 7.< TIMELY CON1N"UNICATIONS. Tne Contractor shall E.6 AUTHORIZED REPRESENTATIVE. The Subcontractor 40 transmit, with reasonable promptness, all submittals, shall designate one or more persons wh shaft be the transmittals,and written approvals relating to the Subcon- authorized Subcontractor's representative(s) on-site and L actor's Work, cff-site. Such authorized representatives)shall be the only persons)to wh0m the Contractor shall issue instructions, Abu 7.5 NON-CONTRACTED SERVICES. The Contractor agrees, orders or directions, except in an emergency. except as otherwise provided in tros Agreement, that no (See Rider A) claim for non-contracted construction services rendered E.7 PROVISION FOR INSPECTION.The Subcontractor shall Or materials furnishes shat! ce valic unless the Cor,lrac• notify the Contractor when portions of the Subcontractor's for provides the Subcontractor notice: Wort;are ready for inspection.The Subcontractor shall a, (a) prior to furnishing of the services an" materials, ex- all times furnish the Contractor and its representatives cept in an emergency affecting t ° safety 0f persons adequate facilities for inspecting materials at the site or or property; any place where materials under this Agreement may be 7 AGC DOCUMENT NO. 600 • SU6COtdTRACT FOR 5UILDING CONSTRUCTION r- 1990 The Associated General Contractors of America obligations assumed under Paragraph 9.10, or for tractor upon the Owner and in sufficient time for the Con- work faulty or detective appearing after final tractor wi ha hesContract against the Owner he Contractor payment. agrees to permit the Subcontractor to prosecute a claim .r (f} See Ricer "A" in the 5.3.3 TIME OF PAYMENT.r Price shaft be mayde to the Subcontractor: the Subcontractor actorr In hermannerr provioed in the Cont act of the Contract (a) upon receipt of the Owner's waiver of all claims Documents for like claims by the Contractor upon the related to the Subcontractor's Work except for Owner. unsettled liens, unknown detective work, and non- TO N TRACTOR. compliance with the Contract Documents or warran- bar CLAIMS eELATConiractorw hiennoti ee of all claims ties; and (b) ;- after receipt by the Contractor not included in Paragraph 6.2 within five (5) days o the � of final payment from the Owner for such Subcon- W2Ser event claim s ch cllaims shallbe deemedwaived.r All unresoly- tractor's Work. ed Claims,disputes and other matters in question between 5.3.4 FINAL PAYMENT DELAY. If the Owner or Its the Contractor and the Subcontractor not relating to designated aoent does not issue a certificate for Fina! Pay claims included In Paragraph 6.2 shall be resolved in 11he ment or the Contractor does not receive such payment for manner provided in Article 14. any cause which is not the fault o! the Subcontractor,the 6.4 ADJUSTMENT IN CONTRACT PRICE. if a Subcontract Contractor shall promptly inform the Subcontractor in writing.The Contractor shall also diligently pursue, with Change Order or Construction Change Directive require: the assistance of the Subcontractor, the prompt release an adjustment in the Contract Price, the adjustment shall by the Owner of the final payment due for the Subcontrat be established by one a` the following methods: tor's Work. At the Subcontractor's request and expense, **� to the extent agreed upon in writing, ine Contractor shall 1. mutual agreement on a lump sum with sufficient in- institute reasonable Iar remedies to mitigate the / T for etrnate lumta sume the amount; damages and pursue payment of the Subcontractor's final 2 unit prices already established in the Cont r2c' payment ' Documents or if not established by the Contra:: a* 5.4 LATE PAYMENT INTEREST.To the extent obtained by Documents then established by mutual agreemen- the Contractor, under the Contract Documents, progress for this adjustment_ or - 10�b maximum w„ payments or final-payment due and unpaid-under this - - Agreement shall bear interest from the date payment is 3. a mutually der r ei head anPlprotit. .- due at the rate provided in the Contract Documents, or, in the absence thereof, at the legal rate prevailing at the 6.5 SUBSTANTIATION OF ADJUSTMENT. If the Subcontra place of the Project. for does not respond promptly or disputes the method + "" ARTICLE 6 adjustment,the method and the adjustment shall be del( mined by the Contractor on the basis of reasonable c CHANGES, CLAIMS AND DELAYS penditures and savings of those performing the W)rk .w tributable to the change, including, in the case or an 6.1 CHANGES.When the Contractor orders in writing, the crease in the Contract Price, an allowance for overhe Subcontractor, without nuilitying this Agreement, shall and profit of LN t0L.21 fee maximum make any and all changes in the Work which are within The Subcontractor shall maintain for the Contractc .". the general scope of this Agreement. Adjustments in the review and approval an appropriately itemized Contract Price or contract time,if any, resulting from such substantiated accounting of the following items changes shall be set forth in a Subcontract Change Order tributable to the Subcontract Change Order or Subcont or a Subcontract Construction Change Directive pursuant Construction Change Directive: .�. to the Contract Documents. No such adjustments shall be maoe for any changes performed by the Subcontrac 1. Tabor costs, including Social Security, h for that have not been ordered oy the Contractor. A Sub- welfare,retirement and other cringe benefits 2s contract Chance Order is a written instrument prepared maily required, and state workers' compensc .w by the Contractor and signed by the Subcontractor stating insurance; their agreement upon the change in the scope of the Wort;, adjustment in the Contract Price or Schedule of 1ti'ork. A 2. costs of materials,supplies and equipment,wl- Subcontract Construction Change Directive is a :ritteI incorporated in the V oO, or consumed, incL instrument prepared by the Contractor directing a cnange transportation costs; in the Work and stating a proposed adjustment, if any, in the Contract Price or Schedule of Work or both. A Sub- con—act Construction Change Directive shall be used in others,of machinery and equipment other than the absence of agreement on the terms of a Subcontract tools; Change Order. 4. costs of bond and insurance premiums,pear 6.2 CLAIMS RELATING TO OWNER. The Subcontractor and taxes attributable to the change: anc, MR fe), which the Owner is or may s. costs of additional supervision and field o ^� ht• the chanc- mercial Code.Should Subcontractor assign all or any part Contractor to establish the Owner's title to such materials of any moneys due or to become due under this Contract, and equipment or otherwise protect the Owner's and Con. to Create a new security interest or for any other purpose, tractor's interest therein, including transportation to the the Instrument of assignment shall contain a clause to the site. effect that the assignee's right in and to any money due Lon or about or to become due to the Subcontractor shall be subject 5.2.5 TIME OF PAYMENT. rogress payments to the Sub- to the claims of all persons,firms and corporations for ser- contractor for satisfactoq performance of the Subcontrac- vices rendered or materials supplied for the performance tor's Work shall be made + , seven(7)days after of the Work under this Subcontract and any Change receipt by the Contractor of payment from the Owner for Orders. the Subcontractor's Work. 5.1.8 PAYMENT NOT ACCEPTANCE. Payment to the Sub- 5.2.6 PAYMENT DELAY. If for any reason not the fault of contractor does not constitute or imply acceptance of any the Subcontractor, the Subcontractor does not receive a portion of the Subcontractor's Work. progress payment from the Contractor within seven (7) days after the date such payment is due,as defined in Sub. 5.2 PROGRESS PAYMENTS paragraph 5.2.5, then the Subcontractor, upon giving an additional seven (7)days written notice to the Contractor, 5.2.1 APPLICATION. Subcontractor's application for pay and without prejudice to and in addition to any other legal ment shall be Itemized and supported by substantiating remedies,may stop work until payment of the full amount data as required ' , the for the Con- owing to the Subcontractor has been received.To the ex- tractor's payment application.Subcontractor's application tent obtained by the Contractor under the Contract shall be notarized if required. Subcontract payment ap- Documents, the contract price shall be Increased by the plications may include payment requests on account of amount of the Subcontractor's reasonable cost of shut- properly authorized Construction Change Directives.The down, delay, and start-up, which shall be effected by ap- Subcontractor's progress payment application for work propriate Change Order. performed in the preceding payment period shall be sub- If the Subcontractor's Work has been stopped for thir- mitted to the Contractor per the terms of this Agreement ty(30) days because the Subcontractor has not received " and specifically Subparagraphs 5.1.1,5.2.2,5.2.3,and 5.2.4 progress payments as required hereunder,the Subcontrac- tor approval of the Contractor and nwner for may terminate this Agreement upon giving the Con- tractor an additional seven m days written notice. The Contractor shall forward,without delay,the approv- ed value to-the.Owner-for.payment. -- 5.3 FINAL PAYMENT - - - - Contractor and 5.2.2 RETAINAGEISECURITY.The rate of retainage shall be 5.3.1 APPLICAT�N. Upon acceptance of the Subcontrac- AIM to the percentage retained from the Contractor's tor's Work by th Owner the Contractor, and if necessary, payment by the Owner for the Subcontractor's Work pro- the Architect; and upon the Subcontractor furnishing vided the Subcontractor furnishes a bond or other securi- evidence of fulfillment of the Subcontractor's obligations ty to the satisfaction of the Contractor. in accordance with the Contract Documents and Sub- If the Subcontractor has furnished such bond or securi- paragraph 5.3.2, the Contractor shall forward the Subcon- '" ty, its work is satisfactory and the Contract Documents tractor's application for final payment without delay. provide for reduction of retainage at a specified percen- tage of completion, the Subcontractor's retainage shall 5.3.2 REQUIREMENTS. Before the Contractor shall be re- also be reduced when the Subcontractor's Work has at- quired to forward the Subcontractor's application for final "! tained the same percentage of completion and the Con- payment to the Owner,the Subcontractor shall submit to tractor's retainage for the Subcontractor's Work has been the Contractor: so reduced by the Owner. However if the Subcontractor (a) an affidavit that all payrolls, bills for materials and does not provide such bond or security, the rate of re- equipment, and other indebtedness connected with tainage shall be 11L—%. the Subcontractor's Work for which the Owner or its property or the Contractor or the Contractor's sure- 5.2.3 TIME OF APPLICATION.The Subcontractor shall sub- ty might in any way be liable,have been paid or other- mit progress payment applications to the Contractor no wise satisfied; ► later than the 25 day of each payme t period for (b) consent of surety to final payment, if required; work performed up to and including the �1 day of (c) satisfaction of required closeout procedures; the payment period indicating work completed and,to the (d) certification that insurance required by the Contract extent allowed under Subparagraph 5.2.4, materials Documents to remain in effect beyond final payment +" suitably stored during the preceding payment period. pursuant to Paragraph 13.4 is in effect and will not be cancelled or allowed to expire without at least 5.2.4 STORED MATERIALS. Unless otherwise provided in thirty (30) days' written notice to the Contractor the Contract Documents, and if approved in advance by unless a longer period is stipulated in the Contract; the Owner, applications for payment may include and materials and equipment not incorporated in the Subcon- (e) other data if required by the Contractor or Owner, tractor's Work but delivered to and suitably stored at the such as receipts, releases, and waivers of liens to site ' Ap- the extent and in such form as may be designated rr� proval of payment applications for such stored items on by the Contractor or Owner. Final payment shall con- ,c.� the site shall be conditioned upon submission by stitute a waiver of all claims by the Subcontractor the Subcontractor of bills of sale and relating to the Subcontractor's Work, but shall in no cz such other procedures satisfactory to the Owner and way relieve the Subcontractor of liability for the 5 AGC DOCUMENT NO. 600 • SUBCONTRACT FOR BUILDING CONSTRUCTION 4W © 1990, The Associated General Contractors of America AM so ;,>;'ICLE S PAYMEKT SCOPE OF V.'OR►• ..� ^�lra^:or contra^:s C.t GE1:`RkL PROvIS10NS �.t sus'- Of FORK Tht C..• - ' Mork aCl-ribec in Article t6.1ne Svbcontra^• :.�.: SCHEDULE 0! VALUES.The Subcontractor shalt pre• with tnt Subconlc:clOf as an tnoepenoent contractor, to perform Ine ^n Norr ihefeinatter cane' the "S: D vfot E scnetiv►e c: values salictactor)' to b�rort°ine Cale to: matt perlorm sv_ anC the Owner no more than fifteen(1 S) Cay contra^10:s V,'ort:"I unOt: the Qene:al OffeclfOn 0: Inc :on• of execution Oil this AQfeemen:. lractof and in aCcorcance with this Aoreemeni and ine Contract Documents. r..,.2 ARCHITECT VER►FICATtON. Upon re ouest the Goson I: ;.Z -O*TRACT DOCUTAEnT S. The Contract Documents tot shall o,ve the Suocontraclor wrnien autnorizalfon tc whim are binding on the Svbcontra f diets req eslorhe p e1aondcertiilreC�o the Subcontractor in o com• .. in Paraprtph 16.5. Upon tnE St.'b.0 1 Gontraclor shalt furnish a copy oil any cart of tnesg 3 PAYMENT USE RESTRICTION. Payment received by:he documents. nothinp in the Contract Documents shalt be Man the Contractor and owed D, he SubcOn:raCtor Io any person lurnishinp labor rw CpnSltueC 10 CrEatE c CORIfeCnUaol rclaliC:lsnip between owed D Ire e S Shall is lOr 1 10 y per)• the in a ►gone__, persons or entities Otnef t 0: materials for use in performing the SUDCOMtaCIOr Sul^ontraclo:. worK on this project before it is used in any other manne,. :.3 CONFLICTS. In the event of a conflict between this nt a: all times to VERIFICATION. ; the Subcontractor's +�* reemeni and the Coniraci Documents,this kgreemenl have the r g n,T USE VERB to conga. The Contractor lOr o suppliers to ensure inat the same arE s�all govern. subcontractors and u ARTICLE 3 being paid promptly by the SUbcontraClOt for labor C: materials furnished for use in performing the Subcontrac• r.. tor's Work. SCHEDULE OF WORK, �� �� r�a�� See Rode: u ID. D�DDDSed, SCtledule R S 5 ;.S PARTIAL LIEN WAIVERS AND AFFIDAVITS. As z prerc- 2,t ;1ME IS 0= ESSENCE. Time is 01 the essence for both .. a form s20slactory to the Ov'ner and the 1he�SvbDon p artier,and they mutually zoree to see to the perio c ante ouisite for payment, the Subcontractor shalt provfdE, t." Of their respe-live work anc the work Of their sub tors so that the entire project ma nbe Completed theSheoulE oil tfac'.on a�oti?s su_arOnrsaanorS'and suppliers for the cor cance with the Contract Documents leted Subcon;ra_:O"S\Mork. Wor)c.The Contractor shall precare trte.6cheoule of Work p^^�: : __:,_ She R1dt?= u C. and revise such schedule as the V+' .r: progresses. GvyeCvG�_o �;E_ve=^O L=en FC-m• do aymer (See R d°- n ) N,25 tee= S.,•6 SUBCOn RI.CTpn PAYM.hT FAILURE p p _•2 DUTY TO °c gOUN3. Born the Contractor and the St D bt, tnE Contraclo,, SvScontractof shall prom:)%[\ yr w. contractor shall be Dounc by the Schedule o: \Fork. Tne tower•tier •subcontractors and material Subcontractor shall provide the Contraclo: with any re amounts 10 Which they are entitfeC. In the event the Cr- cuestetl schedu►inc information to, the Subcon;:zcto:'s \��Ork.Tne Schedule of\�'ori: and all subsequent ch2no_s 1r2c1o: has reason to believe that labor, material or �.'.. o5Iiortions incurred in the performance 01 the Sub:a:i::G thereto shall De SUornitled 10 the Subcontractor in advance tot's Wort,,are not being paiC,the Contraclo:may Dive k': 01 ,ne required performance. ten notice of such claim or lien to the SubcontractC: a: ^s CHANGES. The Sub^ontr2^.o• recopni_es rrzy,zke any Steps oeemeC necessary 10 assure lh '. P! SCHEDULE C that changes will be made in the ScneOule of Work anC c'va1n���,nc;'Ifne Otto enetissuance of joint aor ees to comply' wi:n such cnanoes. U7OR receipt 0' said notice. the Subcon;rzc;01 Doc > r t PRIORiTI" 0=%y0;;I•• 7 ne Conl.zclor shall have the ric"I V'e) S: pply a+'iCgnCE 10 the ne cl a".IIDn Of the Cont.Dee D2 ' � „ t.^.2; the m01E}'S Ov�'inC t0 lne Claif7lanl(S) have Deg:+ D� decice the rime.oroer anc DriO'ily i^ v.'hrC.. the �'2riOL'S omnil}'in the pv:ne:, the C^^t: rim or (J) p0S, a bon„ ino_ S Do:-,ions O: the \'+'Ott: S 1Z1! be perto:mec an,- all Other t'.Z: 1C:, "end :ne Contra^10:'S Surely, i1 2n}', an: the 0re '.7 ;2•s relative 10 :he Omely Znz oroerl� CCnCUC: 01 the St �" LCr1 St ' Clal'1o. lier,:lnen lne Contractor short r,ave C0 1::o :C: S \h'Orl:.Tne SUD'.ORtraC1C: Snell commence t:S nv avrnen:S Oue O:to become ' RCI:CE 1C pfC^ee^ '10 ' the rich; t0 wit:'hO1C IrO:' a p 04 v:CrY. witnin C2) O' V n 1C the Svo=0nt:aCto: c rezSOnzSle amOvn: :C pf"n OC� ;actor anC,i: 5 ^� v:C:,js interrt;O:e_ O' zn+ rt:2S0 a 0: gape t5e 7'Ontt0: 5'•ZIl feSU-)e Sutn ++'C:Y +:'f:hi^ 1+•:d O:' 2n)' 2nC all ICSS, G2 '12C_ nol:-e to co so. c►uofnc z:io.ne+••: tees 2fisin; ov; Of or relz;rnc tc or.l'ir.' G2+'S ltCr-. ;he GOn1r2C:0. SU^n claim or hen until the Claim o., lien has been sttfs .•,nTICL< < ' y the Su�00m.ac-.0% �.�.; SUS:ON—jr%ACTOR ASSIGNI-'I=NAT OF PAYM:r:�S. CONTRACT PRICE , n an+ noneVs Ctrs Sv:,co-::zcto: s�zt: no: ass g r e ? nce' tntS cont-ac'.. C: un^ 21\' 1e Cl-w.ractCr ac ees 10 :+ZY tC the 5 -.^'tfz�:�' fC' i`t°- D°_�Om OU U szitst2zlory perlOrrn2n:e C :n` Sv7CO�::2cto:'� \�+'Orl: :ne Oro-.- lneretC, t':i;nOU: the v,':i:1en consent O: 2 '10tfh1 S1Zle� in :.fli^IE i SU�jec; IC accillons r`: ,DeCuC• unless SUCn 2SS�C:tmenl is inlenCeC 10 Cf2a;E 2 n?++': tv rmereSl wilhfn Vile SCOpe Ol Article C 01 the Unite •":+ � ,lons per A,,licle SUSCON T P%.CT :::O:R SUl!DlING ARTICLE I R293011 AGREEMENT This Agreement is made this day of 1f? °3 by and between 40 Riverview Realty & Development Corp. (R 2 D Corp. ) hereinafter called the Contractor and war hereinafter called the Subcontractor, to perform part of the Work on the following Project: PROJECT: Super Stop 8 Shop and Retail Kingsgate Plaza (Rt. 5).• 228 King Street Northampton, MA OWNER: Gannett Realty Trust Quincy Center Plaza P.O. Box 1942 Boston, MA 02105 .Site e Geortednical Bxdrtee.' ARCHITECT: Dick La-&Y an-P Bradford�Saivetz . GZA 22 Haverhill Road Zero Campar-elli D:74.ve 320 Nee`-an Street wir&om, NH 030670 Braintree, MA 02184 Nea. n Upper Falls, MA CaC, apt CONTRACTORf C1'STR.1r 1 VAN =.: Riverview Realty S Development. Corp. d/b/a R 2 D Corp. One Financial Plaza - 10th Floor Par,.:o:d, CT 06:03 afr~ SUBCONTRACTOR: .rll CONTRACT PRICE.• (Here inset, a lump sum, unit price or boil;. Bid schedules may be referenced.) Notice to the parties shall be piren at the above addresses. A, AGC DOOuMEN7 1:o. 60G • SUBCON T RA—, FOR BUILDING .,DNS 1 RUCTION © 1990, 1 n AssociateC General Contractors of America eat R2D RIVERVIEW REALTY & DEVELOPMENT ONE FINANCIAL PLAZA • HARTFORD, CT 06103 SUPER STOP & SHOP #787 KINGSGATE PLAZA NORTHAMPTON, MA PROJECT #8298011 CONCRETE/STEEL SPECIFICATIONS