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NEW BOILER INSTALLATION 125 DEPOT ROAD UNCAS)/ILLE CONNECTICUT DESIGN Z A/Z Design Services LLC (� 800.400.2420 1 a-zcorp.com co 46 Norwich Westerly Road W P.O. Box 370 � North Stonington, CT 06359 9* ip 1 001,70ki'llk -•.••F GONNFC rte, ED AP�;�• A lw� 791 10 Jl' sJJ IJ J1 J Ir r JJ J� Jr OVERHANG AIL 3 APPROX. LOCATION WATER MAINS PER: FIRE PROTECTION SOLUTIONS MAPPING. Er BANK ERODED 7�h -�' .�, mow_ i J _ 5 r � �'Y ' �• .rte �• _ TILI TY POLES ~ `- f NOT u SED _ — — PA WO AREA �� ' � O 2��• RE' r O FENCED 14 "0 CLUSTER -` f 7 � � r HYDRANT CONC. _ `- BIT. COI EX. BLDG. 270±S.F. HT.=9,3'± EXIST. BUILDING Fp07PRINT 169,581 tS,F". � 2 , 3 2 1i1 u LOCATION MAP NOT TO SCALE SURVEY NOTES THIS SURVEY HAS LEEN PREPARED BY FMM UAN COAIPAWS. LLC. IN ACCORDANCE VNTH THE THE REGULArgM of CONNECTICUT STATE AGENCIES, SECi1 NS 20--30ft-I THRU 20-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CUNNECnOj'r ADOPTED BY THE CONNECTtCUT ASS/yyO/CIAT�1 OF LAUD SLWMYORS, INC. ON SEPTEMf" 26, 1. THE TYPE OF SURVEY tS A LIMITED TOPUORAPI*C SURREY. THE SURVEY CONFORMS TO ACCURACY CLASS T-2. THE UNOERGROUND FEATURES DENIM HEREON ARE THE RESULT OF COMPILATION OF EXIS1iMp MAmM AHD LOCATION OF UTILITY PAINT. ACTUAL LOCATION OF U D UMUTIES IS TQ BE C""�RW TO BE APPROXIMATE AT BEST, OTHER UTILITIES MAY EXIST **CH FREEMAN COMPANIES ARE UNAWARE OF. VERIFY INFORMAT04 IN THE FIS. BE OK ANY MXMG OR SITE EXCAVATION CALL ' CAU. BEFORE yoU DW 1-800-922-4455. LEGEND `-�••�"" i` �••••� PROPERTY LINE EASEMENT LINE EDGE OF WTLANDS W WATER LWE S '°— S SAM TARY LINE G — G ----` GAS LINE E E ELECTRIC LINE -� DRAINAGE PIPE UTILITY PO4-E W6' WATER GATE VALVE Nyd. FIRE HYDRANT 0-G6 GAS GATE VALVE i SIGN Q SANITARY MANHOLE E. D. P, EDGE OF PAVEMENT BUSH o DECIDUOUS TREE R Bollard BOLLARD • U. }ell M ON# TORIN G WELL x 210.02 SPOTGRADE ' PROPERTY CORNER IRON PIN CATCH BASIN DRAINAGE MANHOLE ! SQUARE DRAIN GRAPHIC SCAB to — ( IN FIRT ) 1 inch ON 20 !k t �CLARATION IS EXPRESSED OR Mrl )LU 8Y THIS MAP OR COMS OF UNLESS IT BEARS THE WRE!" TYPE SEAL ANO t]MIIMAL LIVE SIGNATURE OF THE SURVEYOR W4fO% NAME AND REMTRAT04 NUM&M APPEAR BELOW. ANY GRANGES MADE To T HIS PLAN WTHOUT THE KNOWLEDOE OF THE %ONERS INVALIDATES THESE DECLARATKIMS. TO THE BEST OF MY KNO EDGE AND BELIEF TFgS MAP IS StWTAN11AL.LY CORRECT AS DEPFCTED AND NOTED HEREON. BRIAN P. SHEA, P.L.S. 70348 IRATE [*I NZ Dir &w*n UC 0 P.O !mac 370 NMI Mm* �bn, CT Om Tlk% dmm,wt It an bsowrom of probowww OWW", Wd Mwril fw be WWI in what. 4r in Pam IN or p f0i --"— to" for mm- vow ww"w C", AM '"10baft or oft afte ulmnials tow" a(ft Om "m " be IN 700 t er bld wqj r q io AZ Cep. con.Whnls Cm FREEMAN COMPANIES 36 John Sb" H>�Ir#brd, cic� GIRARD & C011APANY, LLP .10 Drive Rocky Hyl, COMOCOCIA Il�ch.lE�n6in�1F�+�-Pr�a�or:; N K ENGINEERS INC 755 PVWn Sb*M, St"V 4 Mommt ConmCbmA 3AREN ENGINEERING INC 270 F-11 Avenue F�, CectiaA ��. RockTenn NEW BOILER INSTALLATION 125 DMT IX" Rw Cs�xiptlon Comte I f 1'S M7!"Si sew LIMITED TOPOGRAPHIC SURVEY [we. �-01-1 V �. CE8 ONO*W PAR Scor: V%20' PMONA t 2012-0706 SV -101 is 3.5 METAL SOFFIT PANEL INSTALLATION A. Provide metal soffit panels the full width of soffits. Install panels perpendicular to support framing. B. Flash and seal metal soffit panels with weather closures where panels meet walls and at perimeter of all openings. 3.6 THERMAL INSULATION INSTALLATION A. General: Install insulation concurrently with metal panel installation, in thickness indicated to cover entire surface, according to manuf'acturer's written instructions. 1. Set vapor -retarder -faced units with vapor retarder toward warm side of construction unless otherwise indicated. Do D not obstruct ventilation spaces except for firestopping. 2. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to the surrounding construction to ensure airtight installation. 3. Install factory -laminated, vapor -retarder -faced blankets straight and true in one-piece lengths, with both sets of facing tabs sealed, to provide a complete vapor retarder. 4. Install blankets straight and true in one-piece lengths. Install vapor retarder over insulation, with both sets of facing tabs sealed, to provide a complete vapor retarder. B. Blanket Roof Insulation: Comply with the following installation method: 1. Over -Framing Installation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing. Hold in place by metal roof panels fastened to secondary framing. 2. Between-Purliin Installation: Extend insulation and vapor retarder between purlins. Carry vapor -retarder -facing tabs up and over purlin, overlapping adjoining facing of next insulation course and maintaining continuity of retarder. Hold in place with bands and crossbands below insulation. 3. Over -Pu rlin-with-Spacer-Block Installation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing. Install layer of filler insulation over first layer to fill space formed by metal roof panel standoffs. Hord in place by panels fastened to standoffs. a. Thermal Spacer Blocks: Where metal roof panels attach directly to purlins, install thermal spacer blocks. 4. Two-Layers-between-Purlin-with-Spacer-Block Installation: Extend insulation and vapor retarder between purlins. Carry vapor -retarder -facing tabs up and over purlin, overlapping adjoining facing of next insulation course and maintaining continuity of retarder. Install layer of filler insulation over first layer to fill space between purlins formed by thermal spacer blocks. Hold in place with bands and crossbands below insulation. a. Thermal Spacer Blocks: Where metal roof panels attach directly to purlins, install thermal spacer blocks. 5. Retainer Strips: Install retainer strips at each longitudinal insulation joint, straight and taut, nesting with secondary framing to hold insulation in place. C. Blanket Wall Insulation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing. Hold in place by metal wall panels fastened to secondary framing. 1. Retainer Strips: Install retainer strips at each longitudinal insulation joint, straight and taut, nesting with secondary Eframing to hold insulation in place. 3.7 DOOR AND FRAME INSTALLATION A. General: Install doors and frames plumb, rigid, properly aligned, and securely fastened in place according to manufacturers' written instructions. Coordinate installation with wall flashings and other components. Seal perimeter of each door frame woith elastomeric sealant used for metal wall panels. B. Personnel Doors and Frames: Install doors and frames according to NAAMM-HMMA 840. 1. At fire -rated openings, install frames according to, and doors with clearances specified in, NFPA 80. C. Field Glazing: Comply with installation requirements in Section 08 80 00 "Glazing." D. Door Hardware: 1. Install surface -mounted items after finishes have been completed at heights indicated in DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 5 C� Z A/Z Design Services LLC (D 800.400.2420 1 a-zcorp.com A( 0 �5 46 Norwich Westerly Road W P.O. Box 370 North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project Ro c kTie n n NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev I Description I Date 1 0 1 PERMIT 12/27/2015 1 Seal GO •••• OL �rrirrrr �� r1 N0.73AO �+.rsirR� �D AR ARCHITECTURE SPECIFICATIONS Date: Drawn By: AZ Checked By: AZ Scale: AS NOTED Project #: A-01 1 1 2 3 4 ftabilized during construction. 2. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for 1. Joist Installation: Bolt joists to supporting steel framework using carbon -steel bolts unless otherwise indicated. proper installation and operation. 2. Joist Installation: Bolt joists to supporting steel framework using high-strength structural bolts unless otherwise 3. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors indicated. Comply with RCSC's "Specification for Structural Joints Using High -Strength Bolts" for high-strength according to industry standards. structural bolt installation and tightening requirements. 4. Set thresholds for exterior doors in full bed of sealant complying with requirements for concealed mastics specified 3. Joist Installation: Weld joist seats to supporting steel framework. in Section 07 92 00 "Joint Sealants." 4. Install and connect bridging concurrently with joist erection, before construction loads are applied. Anchor ends of bridging lines at top and bottom chords if terminating at walls or beams. 3.8 ACCESSORY INSTALLATION I. Bracing: Install bracing in roof and sidewalls where indicated on erection drawings. A. General: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal 1. Tighten rod and cable bracing to avoid sag. expansion. Coordinate installation with flashings and other components. 2. Locate interior end -bay bracing only where indicated. 1. Install components required for a complete metal roof panel assembly, including trim, copings, ridge closures, seam AJ. Framing for Openings: Provide shapes of proper design and size to reinforce openings and to carry loads and vibrations covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. imposed, including equipment furnished under mechanical and electrical work. Securely attach to structural framing. 2. Install components for a complete metal wall panel assembly, including trim, copings, corners, seam covers, K. Erection Tolerances: Maintain erection tolerances of structural framing within AISC 303. flashings, sealants, gaskets, fillers, closure strips, and similar items. 3. Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with corrosion -resistant coating, by applying rubberized -asphalt underlayment to each contact 3.2 METAL PANEL INSTALLATION, GENERAL surface, or by other permanent separation as recommended by manufacturer. A. General: Anchor metal panels and other components of the Work securely in place, with provisions for thermal and B. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and structural movement. SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line 1. Field cut metal panels as required for doors, windows, and other openings. Cut openings as small as possible, and level. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. neatly to size required, and without damage to adjacent metal panel finishes. 1. Install exposed flashing and trim that is without excessive oil -canning, buckling, and tool marks and that is true to a. Field cutting of metal panels by torch is not permitted unless approved in writing by manufacturer. line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit 2. Install metal panels perpendicular to structural supports unless otherwise indicated. substrates and to result in waterproof and weather -resistant performance. 3. Flash and seal metal panels with weather closures at perimeter of openings and similar elements. Fasten with 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a self -tapping screws. maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped or bayonet-type 4. Locate and space fastenings in uniform vertical and horizontal alignment. expansion provisions cannot be used or would not be sufficiently weather resistant and waterproof, form expansion 5. Locate metal panel splices over structural supports with end laps in alignment. joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). 6. Lap metal flashing over metal panels to allow moisture to run over and off the material. C. Gutters: Join sections with riveted -and -soldered or lapped -and -sealed joints. Attach gutters to eave with gutter hangers B. Lap -Seam Metal Panels: Install screw fasteners using power tools with controlled torque adjusted to compress EPDM spaced as required for gutter size, but not more than 36 inches o.c. using manufacturer's standard fasteners. Provide washers tightly without damage to washers, screw threads, or metal panels. Install screws in predrilled holes. end closures and seal watertight with sealant. Provide for thermal expansion. 1. Arrange and nest side -lap joints so prevailing winds blow over, not into, lapped joints. Lap ribbed or fluted sheets D. Downspouts: Join sections with 1 -1/2 -inch telescoping joints. Provide fasteners designed to hold downspouts securely 1 one full rib corrugation. Apply metal panels and associated items for neat and weathertight enclosure. Avoid "panel inch away from walls; locate fasteners at top and bottom and at approximately 60 inches o.c. in between. creep" or application not true to line. 1. Provide elbows at base of downspouts to direct water away from building. C. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action by 2. Tie downspouts to underground drainage system indicated. painting contact surfaces with corrosion -resistant coating, by applying rubberized -asphalt underlayment to each contact E. Circular Roof Ventilators: Set ventilators complete with necessary hardware, anchors, dampers, weather guards, rain surface, or by other permanent separation as recommended by metal roof panel manufacturer. caps, and equipment supports. Mount ventilators on flat level base. Install preformed filler strips at base to seal ventilator D. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance to metal roof panels. of metal panel assemblies. Provide types of gaskets, fillers, and sealants indicated; or, if not indicated, provide types F. Continuous Roof Ventilators: Set ventilators complete with necessary hardware, anchors, dampers, weather guards, rain B recommended by metal panel manufacturer. caps, and equipment supports. Join sections with splice plates and end -cap skirt assemblies where required to achieve to roof 1. Seal metal panel end laps with double beads of tape or sealant the full width of panel. Seal side joints where indicated length. Install preformed filler strips at base to seal ventilator metal panels. recommended by metal panel manufacturer. G. Roof Curbs: Install curbs at locations indicated on Drawings. Install flashing around bases where they meet metal roof 2. Prepare joints and apply sealants to comply with requirements in Section 07 92 00 "Joint Sealants." panels. H. Pipe Flashing: Form flashing around pipe penetration and metal roof panels. Fasten and seal to panel as recommended 3.3 METAL ROOF PANEL INSTALLATION by manufacturer. A. General: Provide metal roof panels of full length from eave to ridge unless otherwise indicated or restricted by shipping limitations. 3.9 FIELD QUALITY CONTROL 1. Install ridge caps as metal roof panel work proceeds. A. Special Inspections: Owner will engage a qualified special inspector to perform field quality control special inspections 2. Flash and seal metal roof panels with weather closures at eaves and rakes. Fasten with self -tapping screws. and to submit reports. B. Standing -Seam Metal Roof Panels: Fasten metal roof panels to supports with concealed clips at each standing -seam B. Product will be considered defective if it does not pass tests and inspections. joint, at location and spacing and with fasteners recommended by manufacturer. C. Prepare test and inspection reports. 1. Install clips to supports with self -drilling or self -tapping fasteners. END OF SECTION 2. Install pressure plates at locations indicated in manufacturer's written installation instructions. 3. Snap Joint: Nest standing seams and fasten together by interlocking and completely engaging factory -applied sealant. 4. Seamed Joint: Crimp standing seams with manufacturer -approved motorized seamer tool so that clip, metal roof panel, and factory -applied sealant are completely engaged. 5. Rigidly fasten eave end of metal roof panels and allow ridge end free movement for thermal expansion and contraction. Predrill panels for fasteners. 6. Provide metal closures at rake edges and each side of ridge caps. 3.4 METAL WALL PANEL INSTALLATION A. General: Install metal wall panels in orientation, sizes, and locations indicated on Drawings. Install panels perpendicular to girts, extending full height of building, unless otherwise indicated. Anchor metal wall panels and other components of the Work securely in place, with provisions for thermal and structural movement. C 1. Unless otherwise indicated, begin metal panel installation at corners with center of rib lined up with line of framing. 2. Shim or otherwise plumb substrates receiving metal wall panels. 3. When two rows of metal panels are required, lap panels 4 inches minimum. 4. When building height requires two rows of metal panels at gable ends, align lap of gable panels over metal wall panels at eave height. 5. Rigidly fasten base end of metal wall panels and allow eave end free movement for thermal expansion and contraction. Predrill panels. 6. Flash and seal metal wall panels with weather closures at eaves and rakes, and at perimeter of all openings. Fasten with self -tapping screws. 7. Install screw fasteners in predrilled holes. 8. Install flashings and trim as metal wall panel work proceeds. 9. Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete, and elsewhere as indicated on Drawings; if not indicated, as necessary for waterproofing. 10. Align bottom of metal wall panels and fasten with blind rivets, bolts, or self -drilling or self -tapping screws. 11. Provide weatherproof escutcheons for pipe and conduit penetrating exterior walls. B. Metal Wall Panels: Install metal wall panels on exterior side of girts. Attach metal wall panels to supports with fasteners as recommended by manufacturer. 3.5 METAL SOFFIT PANEL INSTALLATION A. Provide metal soffit panels the full width of soffits. Install panels perpendicular to support framing. B. Flash and seal metal soffit panels with weather closures where panels meet walls and at perimeter of all openings. 3.6 THERMAL INSULATION INSTALLATION A. General: Install insulation concurrently with metal panel installation, in thickness indicated to cover entire surface, according to manuf'acturer's written instructions. 1. Set vapor -retarder -faced units with vapor retarder toward warm side of construction unless otherwise indicated. Do D not obstruct ventilation spaces except for firestopping. 2. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to the surrounding construction to ensure airtight installation. 3. Install factory -laminated, vapor -retarder -faced blankets straight and true in one-piece lengths, with both sets of facing tabs sealed, to provide a complete vapor retarder. 4. Install blankets straight and true in one-piece lengths. Install vapor retarder over insulation, with both sets of facing tabs sealed, to provide a complete vapor retarder. B. Blanket Roof Insulation: Comply with the following installation method: 1. Over -Framing Installation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing. Hold in place by metal roof panels fastened to secondary framing. 2. Between-Purliin Installation: Extend insulation and vapor retarder between purlins. Carry vapor -retarder -facing tabs up and over purlin, overlapping adjoining facing of next insulation course and maintaining continuity of retarder. Hold in place with bands and crossbands below insulation. 3. Over -Pu rlin-with-Spacer-Block Installation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing. Install layer of filler insulation over first layer to fill space formed by metal roof panel standoffs. Hord in place by panels fastened to standoffs. a. Thermal Spacer Blocks: Where metal roof panels attach directly to purlins, install thermal spacer blocks. 4. Two-Layers-between-Purlin-with-Spacer-Block Installation: Extend insulation and vapor retarder between purlins. Carry vapor -retarder -facing tabs up and over purlin, overlapping adjoining facing of next insulation course and maintaining continuity of retarder. Install layer of filler insulation over first layer to fill space between purlins formed by thermal spacer blocks. Hold in place with bands and crossbands below insulation. a. Thermal Spacer Blocks: Where metal roof panels attach directly to purlins, install thermal spacer blocks. 5. Retainer Strips: Install retainer strips at each longitudinal insulation joint, straight and taut, nesting with secondary framing to hold insulation in place. C. Blanket Wall Insulation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing. Hold in place by metal wall panels fastened to secondary framing. 1. Retainer Strips: Install retainer strips at each longitudinal insulation joint, straight and taut, nesting with secondary Eframing to hold insulation in place. 3.7 DOOR AND FRAME INSTALLATION A. General: Install doors and frames plumb, rigid, properly aligned, and securely fastened in place according to manufacturers' written instructions. Coordinate installation with wall flashings and other components. Seal perimeter of each door frame woith elastomeric sealant used for metal wall panels. B. Personnel Doors and Frames: Install doors and frames according to NAAMM-HMMA 840. 1. At fire -rated openings, install frames according to, and doors with clearances specified in, NFPA 80. C. Field Glazing: Comply with installation requirements in Section 08 80 00 "Glazing." D. Door Hardware: 1. Install surface -mounted items after finishes have been completed at heights indicated in DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 5 C� Z A/Z Design Services LLC (D 800.400.2420 1 a-zcorp.com A( 0 �5 46 Norwich Westerly Road W P.O. Box 370 North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project Ro c kTie n n NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev I Description I Date 1 0 1 PERMIT 12/27/2015 1 Seal GO •••• OL �rrirrrr �� r1 N0.73AO �+.rsirR� �D AR ARCHITECTURE SPECIFICATIONS Date: Drawn By: AZ Checked By: AZ Scale: AS NOTED Project #: A-01 1 Ji ■' ■ 1 08 36 13 SECTIONAL DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section includes manually operated sectional doors. B. Related Requirements: 1. Section 13 34 19 "Metal Building systems" for miscellaneous steel supports. 1.2 ACTION SUBMITTALS A. Product Data: For each type and size of sectional door and accessory. B. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data. C. Samples: For each exposed product and for each color and texture specified. 1.3 INFORMATIONAL SUBMITTALS A. Sample warranty. 1.4 CLOSEOUT SUBMITTALS A. Maintenance data. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer for both installation and maintenance of units required for this Project. 1.6 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of sectional doors that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. B. Special Finish Warranty: Manufacturer agrees to repair or replace: components that show evidence of deterioration of factory -applied finishes within specified warranty period. 1. Warranty Period: Ten years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General Performance: Sectional doors shall comply with performance requirements specified without failure due to defective manufacture, fabrication, installation, or other defects in construction and without requiring temporary installation of reinforcing components. B. Structural Performance, Exterior Doors: Capable of withstanding the design wind loads. 1. Design Wind Load: 20 Ibf/sq. ft., acting inward and outward. 2. Testing: According to ASTM E 330 for garage doors and complying with the acceptance criteria of DASMA 108 C. Windborne-Debris Impact Resistance: Provide sectional doors that pass missile -impact and cyclic -pressure tests according to ASTM E 1996 for Wind Zone 2. D. Seismic Performance: Sectional doors shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 2.2 DOOR ASSEMBLY A. Steel Sectional Door: Sectional door formed with hinged sections and fabricated according to DASMA 102 unless otherwise indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Overhead Door Corporation. b. Raynor. c. Wayne -Dalton Corp. B. Operation Cycles: Door components and operators capable of operating for not less than 10,000. C. Air Infiltration: Maximum rate of 0.4 cfm/sq. ft. at 15 and 25 mph when tested according to ASTM E 283.. D. Installed R -Value: 4.5 deg F x h x sq. ft./Btu. E. Steel Sections: Zinc -coated (galvanized) steel sheet with G90 zinc coating. 1. Section Thickness: 1-3/4 inches . 2. Exterior -Face Surface: Flat. 3. Interior Facing Material: Zinc -coated steel sheet. F. Track Configuration: Vertical -lift. G. Weatherseals: Fitted to bottom and top and around entire perimeter of door. H. Locking Devices: Equip door with locking device assembly. 1. Locking Device Assembly: Cremone type, both jamb sides, locking bars, operable from inside with thumbturn outside with cylinder. I. Manual Door Operator, Push-up operation. J. Door Finish: 1. Baked -Enamel or Powder -Coat Finish: Color and gloss as selected by Architect from manufacturer's full range. 2. Factory Prime Finish: Manufacturer's standard color. 3. Finish of Interior Facing Material: Finish as selected by Architect from manufacturer's full range. 2.3 STEEL DOOR SECTIONS A. Exterior Section Faces and Frames: Zinc -coated (galvanized), cold -rolled, commercial steel (CS) sheet. 1. Roll horizontal meeting edges to a continuous, interlocking, keyed, rabbeted, shiplap, or tongue -in -groove weather -resistant seal, with a reinforcing flange return. 2. For insulated doors, provide sections with continuous thermal -break construction, separating the exterior and interior faces of door. B. Section Ends and Intermediate Stiles: Enclose open ends of sections with channel end stiles formed from galvanized -steel sheet welded to door section. Provide intermediate stiles formed from galvanized -steel sheet, cut to door section profile, and welded in place. Space stiles not more than 48 inches apart. C. Reinforce bottom section with a continuous channel or angle conforming i to bottom -section profile and allowing installation of astragal. D. Reinforce sections with continuous horizontal and diagonal reinforcement, as required to stiffen door and for wind loading. Provide galvanized -steel bars, struts, trusses, or strip steel, formed to depth and bolted or welded in place. E. Provide reinforcement for hardware attachment. F. Thermal Insulation: Insulate interior of steel sections with door manufacturer's standard CFC -free insulation, with maximum flame -spread and smoke -developed indexes of 75 and 450, respectively, according to ASTM E 84. Enclose insulation completely within steel sections and the interior facing material, with no exposed insulation. 2.4 TRACKS, SUPPORTS, AND ACCESSORIES A. Tracks: Manufacturer's standard, galvanized -steel track system of configuration indicated, sized for door size and weight, designed for lift type indicated and clearances indicated on Drawings, Provide complete system including brackets, bracing, and reinforcement to ensure rigid support of ball-bearing roller guides for required door type, size, weight, and loading. 1. Track Reinforcement and Supports: Galvanized -steel members to support track without sag, sway, and vibration during opening and closing of doors. Slot vertical sections of track spaced 2 inches apart for door -drop safety device. B. Weatherseals: Replaceable, adjustable, continuous, compressible weather-stripping gaskets of flexible vinyl, rubber, or neoprene fitted to bottom and top of sectional door unless otherwise indicated. C. General: Heavy-duty, corrosion -resistant hardware, with hot -dip galvanized, stainless-steel, or other corrosion -resistant fasteners, to suit door type. D. Hinges: Heavy-duty, galvanized -steel hinges at each end stile and at each intermediate stile, according to manufacturer's written recommendations for door size. Attach hinges to door sections through stiles and rails. E. Rollers: Heavy-duty rollers with steel ball -bearings in case-hardened steel races, mounted with varying projections to suit slope of track. Provide 3 -inch -diameter roller tires for 3 -inch -wide track and 2 -inch -diameter roller tires for 2 -inch -wide track. 2.5 LOCKING DEVICES A. lock, spring-loaded deadbolt, operating handle, cam plate, and adjustable locking bars to engage through slots in tracks. 1. Lock Cylinders: Cylinders standard with manufacturer and keyed to building keying system. 2. Keys: Two B. nsisting of adjustable -tension torsion springs fabricated from steel -spring wire complying with ASTM A 229/A 229M, mounted on torsion shaft made of steel tube or solid steel. Provide springs designed for number of operation cycles indicated. C. Cable Drums and Shaft for Doors: Cast -aluminum or gray -iron casting cable drums mounted on torsion shaft and grooved to receive door -lifting cables as door is raised. Mount counterbalance mechanism with manufacturer's standard ball-bearing brackets at each end of torsion shaft. D. Cables: Galvanized -steel, multistrand, lifting cables. E. Cable Safety Device: Include a spring-loaded steel or spring-loaded bronze cam mounted to bottom door roller assembly on each side and designed to automatically stop door if either lifting cable breaks. F. Bracket: Provide anchor support bracket as required to connect stationary end of spring to the wall and to level the shaft and prevent sag. G. Bumper: Provide spring ibumper at each horizontal track to cushion door at end of opening operation. 2.6 MANUAL DOOR OPERATORS A. General: Equip door with manual door operator by door manufacturer. B. Push-up Operation: Lift handles and pull rope for raising and lowering doors, with counterbalance mechanism designed 1 2 3 so that required lift or pull for door operation does not exceed 25 lbs. PART 3 - EXECUTION 3.1 INSTALLATION A. Install sectional doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to manufacturer's written instructions and as specified. B. Tracks: Provide sway bracing, diagonal bracing, and reinforcement as required for rigid installation of track and door -operating equipment. C. Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp, twist, or distortion. D. Touch-up Painting: Immediately after welding galvanized materials, clean welds and abraded galvanized surfaces and repair galvanizing to comply with ASTM A 780/A 780M. 08 91 19 - FIXED LOUVERS PART 1 - GENERAL 1.1 SUMMARY A. Section includes fixed, extruded -aluminum louvers. B. Related Requirements: 1. Section 13 34 19 "Metal Building Systems". 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. 1. For louvers specified to bear AMCA seal, include printed catalog pages showing specified models with appropriate AMCA Certified Ratings Seals. B. Shop Drawings: For louvers and accessories. Include plans, elevations, sections, details, and attachments to other work. Show frame profiles and blade profiles, angles, and spacing. C. Samples: For each type of metal finish required. D. Delegated -Design Submittal: For louvers indicated to comply with structural performance requirements, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.3 INFORMATIONAL SUBMITTALS A. Product Test Reports: Based on tests performed according to AMCA 500-L. B. Windborne-debris-impact-resistance test reports. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Delegated Design: Design louvers, including comprehensive engineering analysis by a qualified professional engineer, using structural performance requirements and design criteria indicated. B. Structural Performance: Louvers shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated without permanent deformation of louver components, noise or metal fatigue caused by louver -blade rattle or flutter, or permanent damage to fasteners and anchors. Wind pressures shall be considered to act normal to the face of the building. 1. Wind Loads: Determine loads based on a uniform pressure of 20 Ibf/sq. ft, acting inward or outward. C. Windborne-Debris-Impact Resistance: Louvers located within 30 feet of grade shall pass basic -protection, large -missile testing requirements in ASTM E 1996 for Wind Zone 2 when tested according to ASTM E 1886. Test specimens shall be no smaller in width and length than louvers indicated for use on Project. D. Seismic Performance: Louvers, including attachments to other construction, shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. E. Louver Performance Ratings: Provide louvers complying with requirements specified, as demonstrated by testing manufacturer's stock units identical to those provided, except for length and width according to AMCA 500-L. 2.2 FIXED, EXTRUDED -ALUMINUM LOUVERS A. Horizontal, Wind -Driven -Rain -Resistant Louver: 1 . Manufacturers: Subject to compliance with requirements, provide products by the following: a. Greenheck Fan Corporation. 2. Louver Depth: 4 inches. 3. Frame and Blade Nominal Thickness: Not less than 0.080 inch for blades and frames. 4. AMCA Seal: Mark units with AMCA Certified Ratings Seal. 2.3 LOUVER SCREENS A. General: Provide screen at each exterior louver. 1. Screen Location for Fixed Louvers: Interior face. 2. Screening Type: Bird screening. B. Louver Screen Frames: Same type and form of metal as indicated for louver to which screens are attached. C. Louver Screening for Aluminum Louvers: 1. Bird Screening: Stainless steel, 1/2 -inch -square mesh, 0.047 -inch wire. 2.4 MATERIALS A. Aluminum Extrusions: ASTM B 221, Alloy 6063-T5, T-52, or T6. B. Aluminum Sheet: ASTM B 209, Alloy 3003 or 5005 with temper as required for forming, or as otherwise recommended by metal producer for required finish. C. Fasteners: Use types and sizes to suit unit installation conditions. 1. Use tamper-resistant screws for exposed fasteners unless otherwise indicated. 2. For fastening aluminum, use aluminum or 300 series stainless-steel fasteners. 3. For fastening galvanized steel, use hot -dip -galvanized steel or 300 series stainless-steel fasteners. 4. For fastening stainless steel, use 300 series stainless-steel fasteners. 5. For color -finished louvers, use fasteners with heads that match color of louvers. D. Bituminous Paint: Cold -applied asphalt emulsion complying with ASTM D 1187. 2.5 FABRICATION A. Fabricate frames, including integral sills, to fit in openings of sizes indicated, with allowances made for fabrication and installation tolerances, adjoining material tolerances, and perimeter sealant joints. B. Join frame members to each other and to fixed louver blades with fillet welds, as standard with louver manufacturer unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary. 2.6 ALUMINUM FINISHES A. Clear Anodic Finish: AAMA 611, [AA-M12C22A41, Class 1, 0.018 mm] [AA-M12C22A31, Class Il, 0.010 mm] or thicker. B. Calor Anodic Finish: AAMA 611, [AA-M12C22A42/A44, Class I, 0.018 mm] [AA-M12C22A32/A34, Class II, 0.010 mm] or thicker. 1. Color: As selected by Architect from full range of industry colors and color densities. C. High -Performance Organic Finish: Two -coat fluoropolymer finish complying with AAMA 2605 and containing not less than 50] percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 INSTALLATION A. Locate and place louvers level, plumb, and at indicated alignment with adjacent work. B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. C. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated. D. Protect unpainted galvanized and nonferrous -metal surfaces that are in contact with concrete, masonry, or dissimilar metals from corrosion and galvanic action by applying a heavy coating of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing. 3.2 ADJUSTING A. Restore louvers damaged during installation and construction so no evidence remains of corrective work. If results of restoration are unsuccessful, as determined by Architect, remove damaged units and replace with new units. 13 34 19 METAL BUILDING SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Structural -steel framing. 2. Metal roof panels. 3. Metal wall panels. 91 4 4. Thermal insulation. 5. Personnel doors and frames. 6. Accessories. 1.2 PREINSTALLATION MEETINGS A. Pre -installation Conference: Conduct conference at the project site. 1.3 ACTION SUBMITTALS A. Product Data: For each type of metal building system component. B. Shop Drawings: Indicate components by others. Include full building plan, elevations, sections, details and attachments to other work: C. Samples: For units with factory -applied finishes. D. Delegated -Design Submittal: For metal building systems. 1. Include analysis data indicating compliance with performance requirements and design data signed and sealed by the qualified professional engineer responsible for their preparation. E. Sample warranties. 1.4 CLOSEOUT SUBMITTALS A. Maintenance data. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer. 1. Accreditation: Manufacturer's facility accredited according to the International Accreditation Service's AC472, "Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems." 2. Engineering Responsibility: Preparation of comprehensive engineering analysis and Shop Drawings by a professional engineer who is legally qualified to practice in jurisdiction where Project is located. B. Erector Qualifications: An experienced erector who specializes in erecting and installing work similar in material, design, and extent to that indicated for this Project and who is acceptable to manufacturer. C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1 M, "Structural Welding Code - Steel." 2. AWS D1.3, "Structural Welding Code - Sheet Steel." 1.6 WARRANTY A. Special Warranty on Metal Panel Finishes: Manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory -applied finishes within specified warranty period. 1. Finish Warranty Period: Ten years from date of Substantial Completion. B. Special Weathertightness Warranty for Standing -Seam Metal Roof Panels: Manufacturer agrees to repair or replace standing -seam metal roof panel assemblies that leak or otherwise fail to remain weathertight within specified warranty period. 1. Warranty Period: Twenty years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Package Industries, Inc. 2.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 40 00 "Quality Requirements," to design metal builOng system. B. Structural Performance: Metal building systems shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated according to procedures in MBMA's "Metal Building Systems Manual." 1. Design g Loads: 200.. State of Connecticut Building Code with 2005 CT Supplements and 2009 Amendments. 2. Deflection and Drift Limits: Design metal building system assemblies to withstand serviceability design loads without exceeding deflections and drift limits recommended in AISC Steel Design Guide No. 3 "Serviceability Design Considerations for Steel Buildings." C. Seismic Performance: Metal building system shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. E. Structural Performance for Metal Roof' and Wall Panels: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592: 1. Wind Loads: As indicated on Drawings. F. Air Infiltration for Metal Roof Panels: Air leakage of not more than 0.06 cfm/sq. ft. when tested according to ASTM E 1680 at the following test -pressure difference: G. Air Infiltration for Metal Wall Panels: Air leakage of not more than 0.06 cfm/sq. ft. when tested according to ASTM E 283. H. Water Penetration for Metal Roof Panels: No water penetration when tested according to ASTM E 1646. I. Water Penetration for Metal Wall Panels: No water penetration when tested according to ASTM E 331 J. Wind -Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind -uplift -resistance class indicated. 1. Uplift Rating UL 90. K. Thermal Performance for Opaque Elements: Provide the following maximum U -factors and minimum R -values when tested according to ASTM C 1363 or ASTM C 518: 1. Roof: a. U -Factor: U-0.037. 2. Walls: a, U -Factor: U-0.050. 2.3 STRUCTURAL -STEEL FRAMING A. Bolted Connections: Comply with RCSC's "Specification for Structural Joints Using High -Strength Bolts." s "North American Specification for the Design of Cold -Formed Steel Structural B. Cold -Formed Steel: Comply with AISI' Members" for design requirements and allowable stresses. C. Primary Framing: Manufacturer's standard primary -framing system, designed to withstand required loads and specified requirements. Primary framing includes transverse and lean-to frames; rafters and rake beams; sidewall, intermediate, end -wall, and corner columns; and wind bracing. 1. General: Provide frames with attachment plates, bearing plates, and splice members. Factory drill for field -bolted assembly. Provide frame span and spacing indicated. a. Slight variations in span and spacing may be acceptable if necessary to comply with manufacturer's standard, as approved by Architect. 2. Frame Configuration: Single gable 3. Rafter: Tapered. D. End -Wall Framing: Manufacturer's standard primary end -wall framing fabricated for field -bolted assembly to comply with the following: E. Secondary Framing: Manufacturer's standard secondary framing, including purlins, girts, eave struts, flange bracing, base members, gable angles, clips, headers, jambs, and other miscellaneous structural members. Unless otherwise indicated, fabricate framing from either cold -formed, structural -steel sheet or roll -formed, metallic -coated steel sheet, prepainted with coil coating, to comply with the following- F. Anchor Rods: Headed anchor rods as indicated in Anchor Rod Plan for attachment of metal building to foundation. 2.4 METAL ROOF PANELS A. Standing -Seam, Vertical -Rib, Metal Roof Panels: Formed with interlocking ribs at panel edges and intermediate stiffening ribs symmetrically spaced between ribs; designed for sequential installation by mechanically attaching panels to supports using concealed clips located under one side of panels and engaging opposite edge of adjacent panels. 1. Material: Zinc -coated (galvanized) or aluminum -zinc alloy -coated steel sheet, 0.030 -inch nominal uncoated steel thickness. Prepainted by the coil -coating process to comply with ASTM A 755/A 755M. a. Exterior Finish: Two -coat fluoropolymer. b. Color: As selected by Architect from manufacturer's full range. 2. Clips: Two-piece floating to accommodate thermal movement. 3. Joint Type: Mechanically seamed. 4. Panel Coverage: 24 inches. 5. Panel Height: 3 inches. 2.5 METAL WALL PANELS A. Exposed -Fastener, Tapered -Rib, Metal Wall Panels: Formed with raised, trapezoidal major ribs and intermediate stiffening ribs symmetrically spaced between major ribs; designed to be installed by lapping side edges of adjacent panels and mechanically attaching panels to supports using exposed fasteners in side laps. 1. Material: Zinc -coated (galvanized) or aluminum -zinc alloy -coated steel sheet, 0.030 -inch nominal uncoated steel thickness. Prepainted by the coil -coating process to comply with ASTM A 755/A 755M. a. Exterior Finish: Two -coat fluoropolymer. b. Color: As selected by Architect from manufacturer's full range. 2. Major -Rib Spacing: 12 inches. 3. Panel Coverage: 36 inches. 4. Panel Height: 1.5 inches. El 5 5 no 2.6 THERMAL INSULATION A. Faced Metal Building Insulation: ASTM C 991, Type II, glass -fiber -blanket insulation; 0.5-Ib/cu. ft. density; 2 -inch -wide, continuous, vapor -tight edge tabs; with a flame -spread index of 25 or less. B. Retainer Strips: For securing insulation between supports, 0.025 -inch nominal -thickness, formed, metallic -coated steel or PVC retainer clips colored to match insulation facing. C. Vapor -Retarder Facing: ASTM C 1136, with permeance not greater than 0.02 perm when tested according to ASTM E 96/E 96M, Desiccant Method. 2.7 PERSONNEL DOORS AND FRAMES A. Swinging Personnel Doors and Frames: Metal building system manufacturer's standard doors and frames; prepared and reinforced at strike and at hinges to receive factory- and field -applied hardware according to BHMA A156 Series. 1. Hardware: a. Provide hardware for each door leaf, as follows: 1) Hinges: BHMA A156.1. Three plain -bearing, standard -weight, full -mortise, stainless-steel or bronze, template -type hinges; 4-1/2 by 4-1/2 inches, with non -removable pin. 2) Lockset: BHMA A156.2. Key -in -lever cylindrical. 3) Threshold: BHMA A156.21. Extruded aluminum. 4) Silencers: Pneumatic rubber; three silencers on strike jambs of single door frames and two silencers on heads of double door frames. 5) Closer: BHMA A156.4. Surface -applied, standard -duty hydraulic type. 6) Weather Stripping: Vinyl applied to head and jambs, with vinyl sweep at sill. B. Finishes for Personnel Doors and Frames: 1. Prime Finish: Factory -apply manufacturer's standard primer immediately after cleaning and pretreating. 2. Factory -Applied Paint Finish: Manufacturer's standard, complying with SDI A250.3 for performance and acceptance criteria. a. Color and Gloss: As selected by Architect from manufacturer's full range. 2.8 ACCESSORIES A. General: Provide accessories as standard with metal building system manufacturer and as specified. Fabricate and finish accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes. Comply with indicated profiles and with dimensional and structural requirements. 1. Form exposed sheet metal accessories that are without excessive oil -canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. B. Roof Panel Accessories: Provide components required for a complete metal roof panel assembly including copings, fasciae, corner units, ridge closures, clips, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal roof panels unless otherwise indicated. C. Wall Panel Accessories: Provide components required for a complete metal wall panel assembly including copings, fasciae, mullions, sills, corner units, clips, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal wall panels unless otherwise indicated. D. Flashing and Trim: Zinc -coated (galvanized) or aluminum -zinc alloy -coated steel sheet, 0.018 -inch nominal uncoated steel thickness, prepainted with coil coating; finished to match adjacent metal panels. E. Gutters: Zinc -coated (galvanized) or aluminum -zinc alloy -coated steel sheet, 0.018 -inch nominal uncoated steel thickness, prepainted with coil coating; finished to match roof fascia and rake trim. Match profile of gable trim, complete with end pieces, outlet tubes, and other special pieces as required. Fabricate in minimum 96 -inch -long sections, sized according to SMACNA's "Architectural Sheet Metal Manual." 1. Gutter Supports: Fabricated from same material and finish as gutters. 2. Strainers: Bronze, copper, or aluminum wire ball type at outlets. F. Downspouts: Zinc -coated (galvanized) cr aluminum -zinc alloy -coated steel sheet, 0.018 -inch nominal uncoated steel thickness, prepainted with coil coating; finished to match metal wall panels. Fabricate in minimum 10 -foot -long sections, complete with formed elbows and offsets. 1. Mounting Straps: Fabricated from same material and finish as gutters. 2.9 FABRICATION A. General.- Design components and field connections required for erection to permit easy assembly. 1. Mark each piece and part of the assembly to correspond with previously prepared erection drawings, diagrams, and instruction manuals. 2. Fabricate structural framing to produce clean, smooth cuts and bends. Punch holes of proper size, shape, and location. Members shall be free of cracks, tears, and ruptures. B. Tolerances: Comply with MBMA's "Metal Building Systems Manual" for fabrication and erection tolerances. C. Primary Framing: Shop fabricate framing components to indicated size and section, with baseplates, bearing plates, stiffeners, and other items required for erection welded into place. Cut, form, punch, drill, and weld framing for bolted field assembly. D. Secondary Framing: Shop fabricate framing components to indicated size and section by roll forming or break forming, with baseplates; bearing plates, stiffeners, and other plates required for erection welded into place. Cut, form, punch, drill, and weld secondary framing for bolted field connections to primary framing. E. Metal Panels: Fabricate and finish metal panels at the factory to greatest extent possible, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements. Comply with indicated profiles and with dimensional and structural requirements. 1. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of metal panel. 2.10 SOURCE QUALITY CONTROL A. Special Inspection: Owner will engage a qualified special inspector to perform source quality control inspections and to submit reports. 1. Accredited Manufacturers: Special inspections will not be required if fabrication is performed by an IAS AC472-accredited manufacturer approved by authorities having jurisdiction to perform such Work without special inspection. B. Product will be considered defective if it does not pass tests and inspections. C. Prepare test and inspection reports. PART 3 - EXECUTION 3.1 ERECTION OF STRUCTURAL FRAMING A. Erect metal building system according to manufacturer's written instructions and drawings. B. Do not field cut, drill, or alter structural members without written approval from metal building system manufacturer's professional engineer. C. Set structural framing accurately in locations and to elevations indicated, according to AISC specifications referenced in this Section. Maintain structural stability of frame during erection. D. Base and Bearing Plates: Clean concrete- and masonry -bearing surfaces of bond -reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates. 1. Set plates for structural members on wedges, shims, or setting nuts as required. 2. Tighten anchor rods after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of plate before packing with grout. 3. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces: protect grout and allow to cure. Comply with manufacturer's written installation instructions for shrinkage -resistant grouts. E. Align and adjust structural framing before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that ,will be in permanent contact with framing. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 1. Level and plumb individual members of structure. 2. Make allowances for difference between temperature at time of erection and mean temperature when structure will be completed and in service. F. Primary Framing and End Walls: Erect framing level, plumb, rigid, secure, and true to line. Level baseplates to a true even plane with full bearing to supporting structures, set with double -nutted anchor bolts. Use grout to obtain uniform bearing and to maintain a level base -line elevation. Moist -cure grout for not less than seven days after placement. 1. Make field connections using high-strength bolts installed according to RCSC's "Specification for Structural Joints Using High -Strength Bolts" for bolt type and joint type specified. a. Joint Type: Snug tightened or pretensioned as required by manufacturer. G. Secondary Framing: Erect framing level, plumb; rigid, secure, and true to line. Field bolt secondary framing to clips attached to primary framing. 1. Provide rake or gable purlins with tight -fitting closure channels and fasciae. 2. Locate and space wall girts to suit openings such as doors and windows. 3. Provide supplemental framing at entire perimeter of openings, including doors, windows, ventilators, and other penetrations of roof and walls. H. Steel Joists: Install joists and accessories plumb, square, and true to line; securely fasten to supporting construction according to SJI's "Standard Specifications and Load Tables for Steel Joists and Joist Girders," joist manufacturer's written instructions, and requirements in this Section. 1. Before installation, splice joists delivered to Project site in more than one piece. 2. Space; adjust, and align joists accurately in location before permanently fastening. 3. Install temporary bracing and erection bridging, connections, and anchors to ensure that joists are Z A/Z Design Services LLC (,D 800.400.2420 1 a-zcorp.com �0 A 46 Norwich Westerly Road W P.O. Box 370 C) North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 PERMIT 2/27/2015 Seal - - ARCHITECTURE SPECIFICATIONS Date: Drawn By: A Checked By: A Scale: AS NOTE Project #: A-01 0 D C 1 EROSION AND SEDIMENT CONTROL NARRATIVE FOR: ROCKTENN MONTVILLE, CONNECTICUT I. INTRODUCTION THE EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED AS PART OF THE CONSTRUCTION PLANS FOR ROCKTENN IN MONTVILLE, CONNECTICUT. INFORMATION RELATING TO SEDIMENTATION AND EROSION CONTROL IS INCLUDED IN THESE DRAWINGS. ALL SEDIMENTATION AND EROSION CONTROL ACTIVITIES SHALL BE IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN PREPARED FOR THIS PROJECT. II. NARRATIVE A. DESCRIPTION OF DEVELOPMENT THE DEVELOPMENT SITE ENCOMPASSES APPROXIMATELY 0.6 ACRES LOCATED AT 125 DEPOT RD, MONTVILLE, CONNECTICUT. THE PROJECT INCLUDES A NEW BOILER BUILDING, APPROXIMATELY 3381 SF. IT ALSO INCLUDES NEW RETAINING WALLS, NEW GRAVEL SURFACE, AND RELOCATED WATER SERVICE LINE. B. CONSTRUCTION AND GRADING SCHEDULE 1. GENERAL A. THE FOLLOWING SCHEDULE IS TO SERVE AS A GENERAL GUIDE TO THE SEQUENCE OF CONSTRUCTION ACTIVITIES FOR SEDIMENT AND EROSION CONTROL MEASURES. IT IS NOT INTENDED TO TAKE THE PLACE OF THE CONTRACTOR'S RESPONSIBILITY FOR DETAILED SCHEDULING OF ALL CONSTRUCTION ACTIVITIES. HOWEVER, THE SCHEDULE WILL BE INCORPORATED INTO THE CONTRACT DOCUMENTS AND NO SUBSTANTIAL DEVIATION FROM THIS SCHEDULE SHALL OCCUR WITHOUT PRIOR APPROVAL OF THE CONSTRUCTION MANAGER. B. THE DATES GIVEN BELOW ARE APPROXIMATE TO GIVE AN INDICATION OF OVERALL CONSTRUCTION SEQUENCE. START CONSTRUCTION SPRING 2015 PARTIAL GRADING SPRING 2015 FINAL GRADING FALL 2015 END CONSTRUCTION FALL 2015 THE CONTRACTOR IS REQUIRED TO MEET THE DATES AND DEADLINES ESTABLISHED IN THEIR CONTRACT EXECUTED WITH THE OWNER, 2. CONSTRUCTION SEQUENCE THERE ARE THREE MAJOR PHASES OF CONSTRUCTION. EACH PHASE WILL INCLUDE THE INSTALLATION OF EROSION AND SEDIMENT (E&S) CONTROLS WHICH WILL NEED TO BE ADJUSTED AS THE PHASE EVOLVES AND AS DIRECTED BY THE ENGINEER. THE E&S CONTROLS WILL NEED TO BE INSPECTED DURING THE START OF EACH PHASE AND ADJUSTED OR REPLACED AS NEEDED. THE FOLLOWING ARE THE PROJECT PHASES; 1. DEMOLITION (SITE PREP) PHASE 2. MAJOR EARTHWORK AND UTILITY PHASE 3. SITE IMPROVEMENTS PHASE A. CLEARING AND GRUBBING (1.)CLEAR ALL TREES AND APPURTENANCES WITHIN THE PROPOSED PROJECT AREA THAT ARE NOT DESIGNATED TO REMAIN. CONTRACTOR SHALL VERIFY WITH THE ENGINEER REMOVAL OF ALL TREES. DISPOSE OF CLEARED ITEMS AT AN APPROVED OFF—SITE DISPOSAL AREA. (2.)CLEAN ALL EXISTING DRAINAGE STRUCTURES THAT ARE CURRENTLY FILLED. B. EROSION AND SEDIMENT CONTROL (1.)INSTALL HAYBALES, SILT FENCE, AND SILT SACKS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. C. SITE EXCAVATION AND GRADING (1.)STRIP AND STOCK TOPSOIL. INSTALL HAY BALES AND SILT FENCE AROUND STOCKPILE AS REQUIRED. (2.)RELOCATE OR INSTALL ADDITIONAL SILT FENCE OR HAY BALES TO FULLY ENCLOSE AND CONTROL ALL WORK AREAS AS DIRECTED BY THE ENGINEER. (3.)AS EXCAVATION PROGRESSES, PROVIDE TEMPORARY CHANNELS OR BERMS AS NECESSARY TO DIRECT SITE RUNOFF TO THE PROPOSED OR EXISTING DRAINAGE STRUCTURES AS DIRECTED BY THE ENGINEER. OWNER. (4.)THE CONTRACTOR SHALL STOCKPILE ALL EXCESS EXCAVATED MATERIAL AT LOCATIONS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. HAYBALES SHALL BE PLACED AROUND THE PERIMETER OF ALL STOCKPILES. EXCESS MATERIAL WHICH WILL NOT BE REUSED SHALL BE TAKEN OFFSITE IMMEDIATELY. (5.)REPLACE CLOGGED SEDIMENTATION CONTROL BALES AS REQUIRED AND CLEAN SEDIMENT FROM BASINS WHEN ACCUMULATION SEDIMENT EXCEEDS 8" IN DEPTH. E. ROUGH GRADING AND PAVING SEDIMENT AND EROSION CONTROLS WITHIN THE PAVED AREAS SHALL BE LEFT IN PLACE UNTIL IMMEDIATELY BEFORE PAVING. MEASURES OUTSIDE OF THE PAVED AREA SHALL REMAIN UNTIL A STABLE VEGETATIVE GROWTH HAS BEEN ESTABLISHED ON ALL SLOPES OR UNTIL DIRECTED BY THE ENGINEER. F. FINAL ITEMS CLEAN ALL CATCH BASINS AND STORM MANHOLES OF ALL ACCUMULATED SEDIMENT AS DIRECTED BY THE ENGINEER. 3. CONTINGENCY PLANS FOR FAILED EROSION AND SEDIMENTATION CONTROL MEASURES FAILED EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE EVALUATED ON A CASE BY CASE BASIS BY THE ENGINEER AND APPROPRIATE MEASURES TAKEN. THESE MEASURES MAY INCLUDE CLEANING AND/OR REPLACEMENT OF DEFECTIVE FACILITIES OR INSTALLATION OF NEW OR SUPPLEMENTAL FACILITIES. C. DESIGN CRITERIA THE FOLLOWING DESIGN REFERENCES WERE FOLLOWED FOR THE PREPARATION OF STORM DRAINAGE DESIGN AND EROSION AND SEDIMENT CONTROL PLANS: 1. CONNECTICUT DOT DRAINAGE MANUAL 2. SCS GUIDELINE FOR SOIL EROSION AND SEDIMENT CONTROL SEDIMENTATION CONTROL BALES HAVE BEEN DESIGNED IN ACCORDANCE WITH CHAPTER 7, SECTION F OF THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL D. CONSTRUCTION DETAILS CONSTRUCTION DETAILS FOR THE PROPOSED PROJECT ARE PRESENTED ON THE DETAIL SHEETS. E. INSTALLATION PROCEDURES THE INSTALLATION PROCEDURES FOR STORMWATER MANAGEMENT FACILITIES AND EROSION AND SEDIMENTATION CONTROL MEASURES ARE PRESENTED IN THE PROJECTS TECHNICAL SPECIFICATIONS FOR DRAINAGE; EXCAVATION, FILLING AND GRADING; AND SEDIMENTATION AND EROSION CONTROL. ADDITIONAL INSTALLATION PROCEDURES ARE SHOWN ON THE CONSTRUCTION DETAILS BOTH VISUALLY AND BY USE OF CONSTRUCTION NOTES. F. OPERATION AND MAINTENANCE 1. DURING CONSTRUCTION BEST MANAGEMENT PRACTICES, SHALL BE UTILIZED TO CONTROL STORM WATER DISCHARGES AND TO PREVENT EROSION AND SEDIMENTATION AND TO OTHERWISE PREVENT POLLUTION OF WETLANDS OR WATERCOURSES, FOR INFORMATION AND TECHNICAL ASSISTANCE, CONTACT THE CITY ENGINEER. THE PERMITTEE SHALL IMMEDIATELY INFORM THE ENGINEERING DEPARTMENT OF ANY PROBLEMS INVOLVING WETLANDS OR 'NA, '!?COURSES WHICH HAVE DEVELOPED IN THE COURSE OF, OR WHICH ARE CAUSED BY THE AUTHO'ZED WORK. NO EQUIPMENT dR MATERIAE I:JCLUDING WITHOUT LIMITATION, FILL, CONSTRUCTION MATERIALS, OR DEBRIS, SHALL BE DEPOSITED, PLACED, OR STORED IN ANY WETLAND OR WATERCOURSE ON OR OFF SITE. TIMELY IMPLEMENTATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES ARE REQUIRED. ALL SEDIMENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED UNTIL ALL DISTURBED AREAS ARE STABILIZED. A PRE—CONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE COMMENCEMENT OF ANY CONSTR'U'CTION ACTIVITIES ON THE SITE WITH THE CONTRACTOR, AND CITY STAFF. AS CONTAINED IN THE SEDIMENTATION AND EROSION CONTROL SPECIFICATIONS, OPERATIONS AND MAINTENANCE DURING CONSTRUCTION WILL CONSIST OF PERIODIC REPLACEMENT AND/OR CLEANING OF CLOGGED HAY BALES, SILT FENCE AND CONSTRUCTION ENTRANCE AT NO ADDITIONAL COST TO THE OWNER. ANY TEMPORARY SEDIMENTATION BASINS WILL BE CLEANED OF ACCUMULATED SEDIMENT INHEN THE DEPTH OF ACCUMULATED SEDIMENT EXCEEDS 8". ALL DRAINAGE STRUCTURES SHALL BE INSPECTED ON DAILY BASIS AND ANY NECESSARY CORRECTIVE ACTION TAKEN. cno �n nno�n e TE STOCKPILE OF IATERIAL TO BE ? NEW MATERIAL D IN THE WORK DIRECTION OF RUN-OFF FLOW (TYP.) NOTES: 1. ALL EXISTING EXCAVATED MATERIAL THAT IS NOT TO BE REUSED IN THE WORK IS TO BE IMMEDIATELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. 2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE SHOWN ON THE DRAWINGS. 3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT CONDITION AND RESEED AS REQUIRED. 4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. TEMPORARY STOCKPILE AREA 1 2 3 2 1/2" (MIN.) - BIT. CONC. BINDER COURSE CT DOT - 2" (MIN.) CRUSHED STONE 6" MIN. DEPTH COMPACTED SUBGRADE — FILTER FABRIC R=15' (TYP.) (MIN.) 3 SECTION 2 1/2- (MIN.) - BIT. CONC. BINDER COURSE 6" MIN. DEPTH FILTER FABRIC - COMPACTED SUBGRADE NOTE: LOCATION TO BE DETERMINED IN THE FIELD BY THE CONSTRUCTION MANAGER PLAN ANTI -TRACKING FAD C� CT DOT 2'" (MIN.) CRUSHED STONE 5' MIN. OR W I AS SHOWN ON 0- I 01 I PLANS N FILTER o i FABRIC W Project #: 2012-0708 FLOW I FILTER FABRIC "• POST OR OTHER SECTION VARIES 10' MAX. Cil EXISTING GROUND ••iii• ..... ..... ELEVATION SILT FENCE 5 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. 6. EROSION CONTROL MATTING SHALL BE TENSAR NORTH AMERICAN GREEN S150BN OR EQUIVALENT. EROSION CONTROL BLANKET FOR PERMITTING &t PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION 5 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project RockTef if I NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 PERMIT 02/27/2015 Seal G MI.s N0 573 : NAL ' �1����ri � i i �� sit►���� SITE DETAILS Date: A/Z Design Services LLC C/ O 800.400.2420 1 a-zcorp.com 46 Norwich Westerly Road P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project RockTef if I NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 PERMIT 02/27/2015 Seal G MI.s N0 573 : NAL ' �1����ri � i i �� sit►���� SITE DETAILS Date: 02/27/15 Drawn By: CEB Checked By: PAR Scale: 1 "=20' Project #: 2012-0708 C-502 t t 438.249 REDI-ROCK INTERNATIONAL, LLC 05841 US31 SOUTH CHARLEVOIX, MI 49720 TOLL FREE: 1-866-222-8400 PHONE: (231) 237-9500 FAX: (231) 237-9521 www.redi-rock.com info@redi-rock.com 40" TOP - 28" VOLUME = 8.55 CFT e° WEIGHT = ±1223 LBS13" HALF TOP - 28" VOLUME = 4.13 CFT 6" WEIGHT = ±591 LBS t3" COFG=15.06" 05841 US31 SOUTH 46%6' 28/ 05841 US31 SOUTH 46.V' 22'jSe 26" 10"Dia. 36W 4" (TY).) High 23" MIDDLE - 41" VOLUME = 16.44 CFT 9' WEIGHT = ±2351 LBS HALF MIDDLE - 41" VOLUME = 7.28 CFT �t3" WEIGHT= ±1041 LB COFG=20.92" PHONE: (231) 237-9500 a0}g 46%6' 40.4" 22'71(: 10' Dia. 36)t 4" High 23" (TYP-) BOTTOM 41" VOLUME = 17.37 CFT 6' WEIGHT = ±2483 LBS 13116" HALF BOTTOM - 41" VOLUME = 7.73 CFT �76" WEIGHT = ±1105 LB COFG=21.3" 40t 46%6 y 404 WEIGHT= ±1768 LBS COFG=14.23 40 18" 22'/6" 36 X" 23" 1s^ PLANTER VOLUME = 14.12 CFT 18' WEIGHT = ±2020 LBS 13 3i6" HALF PLANTER s" VOLUME = 5.91 CFT 1s' WEIGHT = 1890 LBS COFG=19.35" 8 40yi" 8• 40/s" 46%6" 9" BOTTOM BLOCK VOLUME = 6.40 CFT 40• z3" 2 3 6 REDI-ROCK INTERNATIONAL, LLC HALF TOP - 28" VOLUME = 4.13 CFT WEIGHT = ±591 LBS 6. REDI-ROCK INTERNATIONAL, LLC 05841 US31 SOUTH 46%6' 28/ 05841 US31 SOUTH CHARLEVOIX, MI 49720 TOLL FREE: 1-866-222-8400 REDMOCK RED110CK CHARLEVOIX, MI 49720 TOLL FREE: 1-866-222-8400 PHONE: (231) 237-9500 WEIGHT = ±1630 LBS COFG-14.110'Dia. ♦ 18" PHONE: (231) 237-9500 FAX: (231) 237-9521 www.redi-rock.com 28" SERIES BLOCKS info@recti-rock.com 28' FAX: (231) 237-9521 www.redi-rock.com info@recti-rock.com TOP - 28" 40. VOLUME = 8.55 CFT WEIGHT = ±1223 LBS HALF TOP - 28" VOLUME = 4.13 CFT WEIGHT = ±591 LBS 6. 6" C OF G = 15.06" /(13. +3" 46%6' 28/ 28" 4 22'e MIDDLE - 28" 40' VOLUME = 11.40 CFT 23 HALF MIDDLE - 28" VOLUME = 5.34 CFT +6'�r6 WEIGHT = ±1630 LBS COFG-14.110'Dia. ♦ 18" WEIGHT = ±764 LBS 16' 4" High (TrvJ / 464 28" 28' 8 22 1A. BOTTOM - 28" 40' VOLUME = 12.36 CFT 23 HALF BOTTOM - 28" VOLUME = 5.79 CFT WEIGHT= ±1768 LBS COFG=14.23 40 18" WEIGHT = ±827 LBS 18, 46)t28/ 46% 28" 'Ye 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 22 23" END BLOCK VOLUME = 6.79 CFT 9" BOTTOM BLOCK VOLUME = 6.40 CFT 40• z3" WEIGHT = ± 970 LBS C OF G =12.29" �te" WEIGHT = ±915 LBS COFG=14.2Q" 4' High � g" 4'High (Trp.) 5. WEIGHT SHOWN IS BASED ON 143 PCF CONCRETE. f11- 38" 23' 46X 26' WALL PROFILE 1 RETAINING BOTTOM CAP BLOCK NOTE: RETAINING MIDDLE 3 LOAD CONDITION A SHOWN 4 FREESTANDING BOTTOM HALF CORNER (NO BACKSLOPE - Nt5 SURCHARGE) FREESTANDING TOP CORNER 6 FREESTANDING TOP HALF CORNER 7 FREESTANDING BLOCK 8 FREESTANDING MIDDLE 9 FREESTANDING TOP 28" MIDDLE BLOCK 6" CAP BLOCK - 3 SIDED 11 6" CAP BLOCK - 2 SIDED 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. GROUND LEVEL 3, DO NOT SCALE DRAWING. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 5. WEIGHT SHOWN IS BASED ON 143 PCF CONCRETE. f11- 3. DO NOT SCALE DRAWING. 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY, ALL INFORMATION 3. DO NOT SCALE DRAWING. 111f _- II- 6. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 7. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT IMOVE BLOCKS FORWARD SETBACK = 15/8" (5.0° BATTER ANGLE ON CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT - I1- DURING INSTALLTION TO li ENGAGE SHEAR KNOBS CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT W f LL) 8, DO NOT SCALE DRAWING. 9. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY. ALL INFORMATION -- (TYPICAL) 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetalls.com/info EXPOSED WALL MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info (VARIES PER DESIGN)i�=11I REFERENCE NUMBER 438 123. 41" MIDDLE BLOCK REFERENCE NUMBER 438.249. WALL HEIGHT PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 111-11 REFERENCE NUMBER 438 232. (VARIES PER DESIGN) 111 10. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW,CADDETAILS.COM/INFO FREE DRAINING BACKFILL � TO EXTEND AT LEAST 12" RETAINING WALLS 11II TTI I BEHIND WALL 41 INCH SERIES BLOCKS /0001 = I NON -WOVEN GEOTEXTILE RETAINING WALLS GROUND LEVEL III-JTI II- FABRIC (IF SPECIFIED) I I I IF= I - T(i= I 11=1 I I = BLOCKS ffiml 1 1=1 I -1-1 1- III- - I LEVEL 4-1 I I I 1 41" BOTTOM BLOCK TIS II - !III T=1I I I-1T�1I-1I- - I1=1 PERFORATED SOCK DRAIN 28 INCH SERIES - CRUSHED STONE (AS SPECIFIED BY LEVELING PAD ENGINEER) WALL PROFILE 1 RETAINING BOTTOM 2 RETAINING MIDDLE 3 FREESTANDING BOTTOM 4 FREESTANDING BOTTOM HALF CORNER 5 FREESTANDING TOP CORNER 6 FREESTANDING TOP HALF CORNER 7 FREESTANDING MIDDLE HALF CORNER 8 FREESTANDING MIDDLE 9 FREESTANDING TOP 10 6" CAP BLOCK - 3 SIDED 11 6" CAP BLOCK - 2 SIDED REDI-ROCK INTERNATIONAL, LLC 05841 US31 SOUTH CHARLEVOIX, MI 49720 TOLL FREE: 1-866-222-8400 PHONE: (231) 237-9500 FAX: (231) 237-9521 www.redi-rock.com info@recti-rock.com SETBACK = 0,0C SETBACK = 2 718" (WITH 10" KNOB) SETBACK =1 5/8" (WITH 71/2" KNOB) SETBACK= 1 518" SECTION A -A FECTED BY COPYRIGHT ©2012 CADdetails.com LTD. wWW.GAUtletaIIS.COm PROTECTED BY COPYRIGHT 92012 GADdetails.com L I J. NOTE: 1. MODULAR RETAINING WALL SHALL BE REDI-ROCK INTERNATIONAL WALLS OR APPROVED EQUAL 99.33 F.F. 100.00 1' 2' SINGLE DOOR LANDING 99 3 TYPICAL GRADING WHEN LAWN ABUTS BUILDING NOTES: TYPICAL AT ALL BUILDING BUILDING ENTRANCES WHERE NEW LANDINGS TIE INTO NEW OR EXISTING BUILDING SLABS WW W.0/1UUCldIIJ.I 9111 rrtvT ECT cu v+ i Ur , n,vn, vc� is unvuc,ana.w,i, �, v. MODULAR RETAINING WALL_ ACE OF BUILDING SEE PLAN FOR SIZE ALUMINUM EDGING FINISHED 6" NO. 6 STONE (CTDOT M.01.01) GRADE '�. •1• •, •:.'�.••'•..; '. •• •w Y.•. ••. K.'•.5 }',„4 ,•(.'..i• •.lam•. .; �'': .tr. ,i /.,. ..3". 0 .0 0 0 0 o 0 0 goo wr o o o °oo • I000 0 00 0 00 0 $ °�0°0 0o 00 008 0 00 0 go go o PREPARED SUBGRADE 12" GRANULAR FILL GRAVEL SURFACE N.T.S. ••-51011RIM LWERIPME •�P•+`+fir+�~+�?+�~+�:�+�:�+�~+�:•+�''+fir+� 4. m ,.I,.1, .1�.1�.1�.1�.1l;.1�.1�.1� • fir+ !'•+ fir+ �:•+ ��+ fir+ �:�+ fir► i~+ �:•+~+ �:�-:� fir+ ir+ fir+ •PNz 'AP W111 + 1'' _�• �~+ �~+ �r+:� el Nil, 1 ••• - IN CONCRETE DOOR PAD N.T.S. PA MIN. DEPTH t WATER COMP NOTE: 6" DIP CLASS 52 OR WATER COMPANY SYM M. c ADJUST USE E� REQUIR Y.J. G/ M U ELLE APPRO` 1 r 'K"`SHED GRADE TYPICAL WATER MAIN AND SERVICE TRENCH DETAIL N.T.S. \CTED BACKFILL COMPACTION PER D1557) ACTED SAND FI LL Li�ul■:Z�I�L I rTTrni K In "IAI A Trn" * NOTE: IF EXTENSIONS ARE NECESSARY CONTRACTOR SHALL SET "PLUMB" AND ALIGN PROPERLY FOR ACCESS TO OPERATING NUT. TYPICAL GATE VALVE AND VALVE BOX DETAIL FOR PERMITTING &t PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION mummommmma � CRETE GHT OF BLOCK= 6"f _AY, 3000 PSI CRETEHEIGHT OF BLOCK = 2)-6" Y N MAIN Ll BFANCH 2'-6" �, p • ° DEAD END FOR • //�� FUTURE EXTENSION CAP END ) MAIN ��\\ / HEIGHT = 2'-0" THIS BRANCH TO `` HYDRANT FOR BLOWOFF TRUST BLOCKS FOR WATER LINES N.T.S. A/Z Design Services LLC r/ 800.400.2420 ( a-zcorp.com 46 Norwich Westerly Road O P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 1 PERMIT 02/27/2015 Seal SITE DETAILS Date: 02/27/15 NU I CJ: 1. VOLUME AND CENTER OF GRAVITY (C OF G) CALCULATIONS ARE BASED ON THE BLOCKS AS SHOWN. 2. CENTER OF GRAVITY IS MEASURED FROM THE BACK OF THE BLOCK. CEB NOTES: Checked By: NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3 5 Scale: NOTES: C-501 3. HALF BLOCKS MAY INCLUDE A FORK LIFT SLOT ON ONE SIDE. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 4 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ACTUAL WEIGHTS AND VOLUMES MAY VARY. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3, DO NOT SCALE DRAWING. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 5. WEIGHT SHOWN IS BASED ON 143 PCF CONCRETE. 3. DO NOT SCALE DRAWING. 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY, ALL INFORMATION 3. DO NOT SCALE DRAWING. 6. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 7. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT 8, DO NOT SCALE DRAWING. 9. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY. ALL INFORMATION MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetalls.com/info MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 438 123. REFERENCE NUMBER 438.249. PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. REFERENCE NUMBER 438 232. 10. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW,CADDETAILS.COM/INFO RETAINING WALLS 41 INCH SERIES BLOCKS REFERENCE NUMBER 438-254, RETAINING WALLS BLOCKS FREESTANDING WALL BLOCKS ON TOP OF RETAINING WALL BLOCKS 41 INCH SERIES BLOCKS 010909 28 INCH SERIES GENERIC 41 INCH BLOCK GRAVITY WALL WITH FSON TOP 28 INCH SERIES BLOCK DETAILS 010810 REVISION DATE 07/16/2012 438-254 REVISION DATE 07/16/2012 438-232 REVISION DATE 07109/2012 438-123 REVISION DATE 07/04/2012 ....... /'+A:1 J..1... .. ......... FECTED BY COPYRIGHT ©2012 CADdetails.com LTD. wWW.GAUtletaIIS.COm PROTECTED BY COPYRIGHT 92012 GADdetails.com L I J. NOTE: 1. MODULAR RETAINING WALL SHALL BE REDI-ROCK INTERNATIONAL WALLS OR APPROVED EQUAL 99.33 F.F. 100.00 1' 2' SINGLE DOOR LANDING 99 3 TYPICAL GRADING WHEN LAWN ABUTS BUILDING NOTES: TYPICAL AT ALL BUILDING BUILDING ENTRANCES WHERE NEW LANDINGS TIE INTO NEW OR EXISTING BUILDING SLABS WW W.0/1UUCldIIJ.I 9111 rrtvT ECT cu v+ i Ur , n,vn, vc� is unvuc,ana.w,i, �, v. MODULAR RETAINING WALL_ ACE OF BUILDING SEE PLAN FOR SIZE ALUMINUM EDGING FINISHED 6" NO. 6 STONE (CTDOT M.01.01) GRADE '�. •1• •, •:.'�.••'•..; '. •• •w Y.•. ••. K.'•.5 }',„4 ,•(.'..i• •.lam•. .; �'': .tr. ,i /.,. ..3". 0 .0 0 0 0 o 0 0 goo wr o o o °oo • I000 0 00 0 00 0 $ °�0°0 0o 00 008 0 00 0 go go o PREPARED SUBGRADE 12" GRANULAR FILL GRAVEL SURFACE N.T.S. ••-51011RIM LWERIPME •�P•+`+fir+�~+�?+�~+�:�+�:�+�~+�:•+�''+fir+� 4. m ,.I,.1, .1�.1�.1�.1�.1l;.1�.1�.1� • fir+ !'•+ fir+ �:•+ ��+ fir+ �:�+ fir► i~+ �:•+~+ �:�-:� fir+ ir+ fir+ •PNz 'AP W111 + 1'' _�• �~+ �~+ �r+:� el Nil, 1 ••• - IN CONCRETE DOOR PAD N.T.S. PA MIN. DEPTH t WATER COMP NOTE: 6" DIP CLASS 52 OR WATER COMPANY SYM M. c ADJUST USE E� REQUIR Y.J. G/ M U ELLE APPRO` 1 r 'K"`SHED GRADE TYPICAL WATER MAIN AND SERVICE TRENCH DETAIL N.T.S. \CTED BACKFILL COMPACTION PER D1557) ACTED SAND FI LL Li�ul■:Z�I�L I rTTrni K In "IAI A Trn" * NOTE: IF EXTENSIONS ARE NECESSARY CONTRACTOR SHALL SET "PLUMB" AND ALIGN PROPERLY FOR ACCESS TO OPERATING NUT. TYPICAL GATE VALVE AND VALVE BOX DETAIL FOR PERMITTING &t PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION mummommmma � CRETE GHT OF BLOCK= 6"f _AY, 3000 PSI CRETEHEIGHT OF BLOCK = 2)-6" Y N MAIN Ll BFANCH 2'-6" �, p • ° DEAD END FOR • //�� FUTURE EXTENSION CAP END ) MAIN ��\\ / HEIGHT = 2'-0" THIS BRANCH TO `` HYDRANT FOR BLOWOFF TRUST BLOCKS FOR WATER LINES N.T.S. A/Z Design Services LLC r/ 800.400.2420 ( a-zcorp.com 46 Norwich Westerly Road O P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 1 PERMIT 02/27/2015 Seal SITE DETAILS Date: 02/27/15 Drawn By: CEB Checked By: PAR Scale: 111=20' C-501 Project #: 2012-0708 wo ELI c ll 2 3 0 5 6 EROSION CONTROL LEGEND SILT FENCE SF ANTI TRACKING PAD CONTRACT LIMIT LINE EQUALS CONSTRUCTION LIMIT LINE LOD EROSION CONTROL BLANKET STOCKPILE AREA "S�D (ZE= ,1 df 1 AM CL A/Z Design Services LLC n/ 800.400.24201 a-zcorp.com l.L 46 Norwich Westerly Road 0 P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut LO . - LOD .. _._ ... D TEMPORA STOCKPILE __ _. LODLOD _ _ NEW BOILER AREA...., . ..... LOINSTALLATION r o _ v 125 DEPOT ROAD a . _. UNCASVILLE CONNECTICUT gr - W _v„ - Key _ Plan _............... __...... .. -- 000000 �_ SF SF 1 _ , P D LER BUILDING s� 3381 SF. No o oFFEw19.80 lop ROOM _ 43 �S MOM 0000000 is 19 N-- S R t o " _ _ Desc ription Date - .�S � _ _ .�S � _ AS JS JS OOl �S " S a le.........„ _... _ 0 PERMIT 02/27/2015 _._ _,_.. __.. _.__... _ _ _. _ - - __, .......... _,. , _._.,_ .. . .. .............. ..... _._......... ... ........ ,...__-.s - -... .. ..... ... .._ .__ ._ .. ............... . __„ __. _ SILT FENCE TYP. _ _ ........ - __ .. __.. ,_ . _ 2 FOR PERMITTING Et PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION 3 c! 5 ali GRAPHIC SCALE 20 10 0 20 SCALE IN FEET on EROSION CONTROL NOTES Date: 02/27/15 C - 401 Drawn By: CEB 1. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION FENCING SHALL BE MAINTAINED AND REPAIRED DURING CONSTRUCTION. THE SITE. PROPER SANITARY DEVICES SHALL BE MAINTAINED ON-SITE AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE AND SEDIMENT CONTROL, LATEST EDITION, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY TOWN OF MONTVILLE. THE CONTRACTOR SPILLAGE OF FUEL OR OTHER POLLUTANTS ON THE CONSTRUCTION SITE AND SHALL ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL SHALL KEEP A COPY OF THE CURRENT GUIDELINES ON-SITE FOR REFERENCE DURING CONSTRUCTION.ALL SEDIMENTATION AND EROSION CONTROL MEASURES, 10. ANTI -TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR CONSTRUCTION ACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THE PREVENTION AND RESPONSE/CONTAINMENT. INCLUDING THE CONSTRUCTION OF TEMPORARY SEDIMENTATION TRAPS/BASINS, TEMPORARY DIVERSION SWALES AND ANTI -TRACKING PADS, SHALL BE INSTALLED DURATION OF ALL CONSTRUCTION. THE LOCATION OF THE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED. PRIOR TO THE START OF CLEARING AND GRUBBING AND DEMOLITION OPERATIONS. 21. COVERED METAL WASTE CONTAINERS SHALL BE PROVIDED AT THE SITE TO FACILITATE THE COLLECTION OF REFUSE MATERIAL GENERATED FROM 11. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE, WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, RIBBONS, OR CONSTRUCTION ACTIVITIES. SUCH MATERIAL SHALL NOT BE BURIED OR BURNED AT THE SITE. 2. THESE DRAWINGS ARE ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL MEASURES FOR THIS SITE. ALL TEMPORARY EROSION AND SEDIMENT OTHER MEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SEDIMENT BARRIER UNLESS WORK IS SPECIFICALLY CONTROL MEASURES SHOWN ON THE EROSION Et SEDIMENT CONTROL PLAN ARE SHOWN IN A GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE CALLED FOR ON THE DOWNHILL SIDE OF THE BARRIER. STAKED HAY BALES OR SILT FENCES SHALL ALSO BE INSTALLED AT THE DOWNHILL SIDES OF BUILDING 22. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZED RESPONSIBLE FOR ENSURING THAT ALL EROSION CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS EXCAVATIONS, DEWATERING PUMP DISCHARGES, AND MATERIAL STOCKPILES. PERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES AND SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO STORM DRAINAGE SYSTEMS AND/OR WATERCOURSES. ACTUAL SITE CONDITIONS OR NECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY f\ SEASONAL AND CLIMATIC CONDITIONS MAY WARRANT ADDITIONAL CONTROLS OR CONFIGURATIONS WHEN DIRECTED BY THE ENGINEER. SEE SEDIMENT AND PI SHOWN AND AS NECESSARY 12. INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, TEMPORARY SEDIMENT TRAPS/BASINS, AND DEWATERING TS AS 0 YD E DED WITH TACKIFIER. CONSTRUCTION STAGING AREAS MAY BE ROS E EROSION CONTROL DETAILS AND SUGGESTED CONSTRUCTION SEQUENCE FOR MORE INFORMATION. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHER DURING VARIOUS PHASES OF CONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED. LOCATION OF TEMPORARY SEDIMENT TRAPS/BASINS CONTRACT PLANS FOR APPROPRIATE INFORMATION. WILL REQUIRE REVIEW AND APPROVAL BY THE ENGINEER AND GOVERNING OFFICIAL. DEWATERING SETTLING TRAPS SHALL BE USED IF GROUND WATER IS 23. MAINTAIN EXISTING PAVED AREAS FOR CONSTRUCTION STAGING FOR AS LONG AS POSSIBLE. UPON REMOVAL OF ALL PAVEMENT, THE CONTRACTOR SHALL ENCOUNTERED. NO RUNOFF SHALL BE ALLOWED TO EXIT THE SITE PRIOR TO TREATMENT FOR SEDIMENT REMOVAL. PLACE STONE OVER DISTURBED AREAS TO SERVE AS STAGING AREAS TO THE SATISFACTION OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPER INSTALLATION AND MAINTENANCE OF CONTROL MEASURES INFORMING ALL PARTIES ENGAGED WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS AND 13. AS GENERAL GRADING OPERATIONS PROGRESS, THE TEMPORARY DIVERSION DITCHES SHALL BE RAISED OR LOWERED AND RELOCATED, AS CUT AND FILL 24. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOT OBJECTIVES OF THIS PLAN, INFORMING THE GOVERNING AUTHORITY OR INLAND WETLANDS AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FOR SLOPES DICTATE, TO DIVERT SURFACE RUNOFF TO THE SEDIMENT TRAPS/BASINS. A PROBLEM) DURING CONSTRUCTION. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER ON UNPAVED TRAVEL WAYS TO KEEP CONVEYING A COPY OF THE SEDIMENT Et EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. COMPLY WITH REQUIREMENTS OF CGS SECTION THE TRAVEL WAYS DAMP. CALCIUM CHLORIDE MAY ALSO BE APPLIED TO ACCESS ROADS. DUMP TRUCK LOADS EXITING THE SITE SHALL BE COVERED. 22A, 430B FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND WITH DEP RECORD KEEPING AND INSPECTION REQUIREMENTS. 14. TEMPORARY SEDIMENT TRAPS SHALL PROVIDE 134 CUBIC YARDS OF SEDIMENT STORAGE PER DISTURBED ACRE CONTRIBUTING TO THE TRAP/BASIN. PROVIDE TRAP/BASIN VOLUMES FOR ALL DISTURBANCE ON SITE. 25. TURF ESTABLISHMENT SHALL BE PERFORMED OVER ALL DISTURBED SOIL, UNLESS THE AREA IS UNDER ACTIVE CONSTRUCTION, IT IS COVERED IN STONE OR 4. A BOND MAY BE REQUIRED TO BE POSTED WITH THE GOVERNING AUTHORITY FOR THE EROSION CONTROL INSTALLATION AND MAINTENANCE. SCHEDULED FOR PAVING WITHIN 30 DAYS. TEMPORARY SEEDING OR NON -LIVING SOIL PROTECTION OF ALL EXPOSED SOILS AND SLOPES SHALL BE INITIATED 15. PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN SEDIMENT TRAPS/BASINS DURING CONSTRUCTION AND CLEAN ACCUMULATED SILT WHEN NECESSARY WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK IN AREAS TO BE LEFT LONGER THAN 30 DAYS. 5. THE CONTRACTOR SHALL APPLY THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN IN CONJUNCTION WITH CONSTRUCTION OR WHEN ONE FOOT OF SEDIMENT HAS ACCUMULATED. CLEAN ACCUMULATED SEDIMENT FROM CATCH BASIN SUMPS AS NECESSARY. REMOVE ACCUMULATED SEQUENCING, SUCH THAT ALL ACTIVE WORK ZONES ARE PROTECTED. ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BE SEDIMENT FROM BEHIND HAY BALES AND SILT FENCE. EXCAVATED MATERIAL FROM TEMPORARY SEDIMENT TRAPS/BASINS MUST BE STOCKPILED ON UPHILL SIDE OF 27. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPON INSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, MUNICIPAL OFFICIALS, OR ANY GOVERNING SILT FENCE. COMPLETION OF WORK SWEEP PARKING LOTS, CLEAN THE STORM DRAINAGE SYSTEMS AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS ONCE THE SITE IS AGENCY. THE CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN FULLY STABILIZED AND APPROVAL HAS BEEN RECEIVED FROM TOWN OF MONTVILLE AND/OR ENGINEER. THOSE SHOWN ON THE PLANS ARE PROPOSED BY THE CONTRACTOR. 16. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THE LIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE AND UNDISTURBED FOR MORE THAN 30 DAYS. 6. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CONSTRUCTION SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENTATION AND EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS WEEKLY AND WITHIN 24 HOURS OF A STORM WITH A 17. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH AND RAINFALL AMOUNT OF 0.2 INCHES OR GREATER TO VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERE NECESSARY. VEGETATION. ALL SLOPES SHALL BE SEEDED, AND THE ROAD SHOULDER AND BANKS WILL BE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL GRADING - UNTIL TURF IS ESTABLISHED. 7. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY BALES, SILT FENCE, JUTE MESH, ETC.) ON-SITE FOR PERIODIC MAINTENANCE AND EMERGENCY REPAIRS. 18. DIRECT ALL DEWATERING PUMP DISCHARGE TO A SEDIMENT CONTROL DEVICE SUCH AS TEMPORARY SEDIMENT TRAPS OR GRASS FILTERS WITHIN THE APPROVED LIMIT OF DISTURBANCE. DISCHARGE TO STORM DRAINS OR SURFACE WATERS FROM SEDIMENT CONTROLS SHALL BE CLEAR AND APPROVED BY THE 8. ALL FILL MATERIAL PLACED ADJACENT TO ANY WETLAND AREA SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 SIEVE (BANK l n Ar rnr!-Irlrr% 1/,i TUC ENGINEER. EROSION CONTROL LEGEND SILT FENCE SF ANTI TRACKING PAD CONTRACT LIMIT LINE EQUALS CONSTRUCTION LIMIT LINE LOD EROSION CONTROL BLANKET STOCKPILE AREA "S�D (ZE= ,1 df 1 AM CL A/Z Design Services LLC n/ 800.400.24201 a-zcorp.com l.L 46 Norwich Westerly Road 0 P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut LO . - LOD .. _._ ... D TEMPORA STOCKPILE __ _. LODLOD _ _ NEW BOILER AREA...., . ..... LOINSTALLATION r o _ v 125 DEPOT ROAD a . _. UNCASVILLE CONNECTICUT gr - W _v„ - Key _ Plan _............... __...... .. -- 000000 �_ SF SF 1 _ , P D LER BUILDING s� 3381 SF. No o oFFEw19.80 lop ROOM _ 43 �S MOM 0000000 is 19 N-- S R t o " _ _ Desc ription Date - .�S � _ _ .�S � _ AS JS JS OOl �S " S a le.........„ _... _ 0 PERMIT 02/27/2015 _._ _,_.. __.. _.__... _ _ _. _ - - __, .......... _,. , _._.,_ .. . .. .............. ..... _._......... ... ........ ,...__-.s - -... .. ..... ... .._ .__ ._ .. ............... . __„ __. _ SILT FENCE TYP. _ _ ........ - __ .. __.. ,_ . _ 2 FOR PERMITTING Et PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION 3 c! 5 ali GRAPHIC SCALE 20 10 0 20 SCALE IN FEET on EROSION AND SEDIMENT CONTROL PLAN Date: 02/27/15 C - 401 Drawn By: CEB Checked By, PAR Scale: 1 ”=20' Project #: 2012-0708 GRADING AND DRAINAGE NOTES 1. SEE SITE PLAN FOR ADDITIONAL GENERAL NOTES. 2. THIS DRAWING IS INTENDED TO DESCRIBE GRADING AND DRAINAGE ONLY. REFER TO SITE PLAN FOR GENERAL INFORMATION AND DETAIL SHEETS FOR DETAILS. 3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON THE DRAWINGS. REFER TO EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND EROSION A CONTROL NOTES. 4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE FOR USE IN FINAL LANDSCAPING. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS FROM THE TOWN OF MONTVILLE AND/OR STATE OF CONNECTICUT REQUIRED TO PERFORM ALL REQUIRED WORK, INCLUDING STREET CUTS AND CONNECTIONS TO EXISTING UTILITIES. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFICMEN/OFFICERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE STATE AND LOCAL GOVERNING AUTHORITIES. 7. VERTICAL DATUM IS THE 1929 NATIONAL GEODETIC VERTICAL DATUM (NGVD29). 8. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK ON THE SITE. 9. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION AND SEDIMENT POLLUTION CONTROL. IN ADDITION, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE "EROSION CONTROL PLAN" CONTAINED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL TOWN WHICH WOULD GUARANTEE THE PROPER IMPLEMENTATION OF THE PLAN. 10. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORK AND STORM DRAINAGE WORK, SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS MANUAL. ALL FILL MATERIAL UNDER STRUCTURES AND PAVED AREAS SHALL BE PER THE ABOVE STATED APPLICABLE SPECIFICATIONS, AND SHALL BE PLACED IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER. 11. ALL DISTURBANCE INCURRED TO PUBLIC, MUNICIPAL, COUNTY, OR STATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER TO THE SATISFACTION OF 2 3 DRAINAGE NARRATIVE THE DEVELOPMENT SITE ENCOMPASSES APPROXIMATELY 0.60 ACRE OF A 6.28 ACRE PARCEL BEING A PORTION OF THE PROPERTY OF ROCKTENN CP LLC. THE SITE IS BOUNDED ON THE NORTH BY DEPOT ROAD, OTHER PROPERTY OF ROCKTENN CP LLC AND A RAILROAD RIGHT OF WAY TO THE EAST, DOCK ROAD TO THE SOUTH AND COMSTOCK CEMETERY AND PROPERTY OF FREDERICK AND ELEANOR PERKINS TO THE WEST. THE SITE PLAN CALLS FOR A NEW 3381 S.F. FOOTPRINT BUILDING. THERE WILL BE 3500 S.F. OF BITUMINOUS CONCRETE AND CONCRETE REMOVED FROM THE SITE LEAVING A 190 S.F. DECREASE IN IMPERVIOUS SURFACE. THE PROPOSED SITE MIMICS THE EXISTING GRADING AND DRAINAGE PATTERNS WHILE REDUCING THE IMPERVIOUS COVER WITHIN THE PROJECT LIMITS. THE OWNER. aw B 12. ALL CONSTRUCTIONCONSTRUCTION WITHIN ADOT SHALL COMPLY WITH THE PROJECT SPECIFICATIONS MANUAL. ALL / / RIGHT OF WAY SHALL COMPLY WITH ALL DEPARTMENT OF TRANSPORTATION STANDARDS. WHERE SPECIFICATIONS OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION OR STANDARD SHALL BE SUPERIOR. / 13. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND / LAVATION WORK OF IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR / TO PROCEEDING WITH FURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT. 00 / C 0 EI a ............. .1-100000, / r 5 LEGEND EXISTING CONTOURS PROPOSED CONTOURS 20 PROPOSED SPOT GRADE x 20.00 UMIT OF DISTURBANCE Loi i 1 1 , ti� t F LIMIT OF DISTURBANCE I,TYP. Tw_2�.5a TW=2 113 93..5500Bw-?g. 190 o ',_!"e 1 .......... III ' : € - ' . �< _ _. _ _ _ `F I 18OF / i G � i .. - 00 acyl. t� I I f F ! - doo Ali cn -- � _. .. _.. ... ., nn/. r1f%-1 1 ^0%-§ 1 1 1 2 3 n 5 GRAPHIC SCALE 20 10 0 20 SCALE IN FEET 191 go / / / / (L A/Z Design Services LLC O46 800.400.2420 1 a-zcorp.com Norwich Westerly Road P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp, Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project �7L RockTenn NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 ::LPRMIT 02/27/2015 ........... Seal 111111'.. - GRADING AND DRAINAGE PLAN Date: 02/27[15 Drawn By: CEB Checked By: PAR Scale: 1 !!_2 Ja Project #: 2012-0703 C-301 t ELI Oro Pond PROPOSED SITE � pEPOT (r > FST Q � o Q O Qf EDWARD RD. w I— W DOCK 0 - DEPOT I ZONING INFORMATI N LOCATION: 125 DEPOT ROAD UNCASVILLE CONNECTICUT ZONE: INDUSTRIAL DISTRICT USE: INDUSTRIAL ITEM # ITEM REQUIRED PROPOSED 1 MINIMUM LOT AREA 40,000 SF N/A 3 MINIMUM LOT FRONTAGE 150 FEET N/A 3 MINIMUM FRONT YARD 30 FEET N/A 4 MINIMUM SIDE YARD 15 FEET 15+ FEET 5 MINIMUM REAR YARD 30 FEET 30+ FEET 6 MAXIMUM BUILDING HEIGHT 50 FEET x 9 LEGEND PROPOSED BUILDING — — PROPERTY LINE/RIGHT OF WAY LINE Loo LIMIT OF DISTURBANCE PROPOSED RETAINING WALL — — — — — — — — — — — — — CUT BIT. CONC. PAVEMENT W w w WATER LINE PROPOSED GRAVEL SURFACE A/Z Design Services LLC 800.400.2420 I a-zcorp.com 46 Norwich Westerly Road 0 P.O. Box 370 A(() North Stonington, CT 06359 document is an instrument of professional service, and shall be used, in whole or in part, for any project other than for ,h it was created without the express, written consent of AZ :). Any unauthorized use, reuse, modification or alteration, iding automated conversion of this document shall be at the *'s sole risk without liability or legal exposure to AZ Corp. isultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut FIELD AND CONTACT THE ENGINEER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD Project CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO BIDDING /CONSTRUCTION. ANY CONFLICT BETWEEN THE DRAWINGS AND CONCRETE DOOR PAD AT RAVEL SURFACE (TYP) SPECIFICATIONS SHALL BE CONFIRMED WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. :TINGLE DQQR� LIMIT OF DISTURBANCE (TYP. kTi 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS AND MATERIALS PER PLANS AND SPECIFICATIONS TO THE OWNER AND ENGINEER ONCRETE DOOR PAD AT - FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. BOILER GAS METERING STATION SINGLE DOORoc enn 5. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED SEQUENCE OF CONSTRUCTION NOTES PROVIDED ON THE EROSION CONTROL PLAN OR SUE3rJT REFER TO MEP PLANS AN ALTERNATE PLAN FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. LOD LOD LOD LOD LOD LOD 6. THE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING. LOD 7. SHOULD ANY UNKNOWN OR INCORRECTLY LOCATED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE CIVi" LOD ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. Lot) ., 8. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS, EXCEPT 8 LOD WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITY, INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. LOD v 9. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVING AS APPLICABLE, UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. P I UT EXISTING BIT. CONNECT TO EXISTIN - P CON C PAVEMENT' ENGINEER HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OF I I - -- - NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OFa WATER SERVICE DRUMS BARRIERS SIGNS LIGHTS FENCES TRAFFICMEN AND UNIFORMED TRAFFIC OFFICERS AS REQUIRED OR AS ORDERED BY THE ENGINEER, AS n Key la _. CONTRACTOR TO COORDINATE REQUIRED BY THE LOCAL GOVERNING AUTHORITIES OR AS REQUIRED BY PERMIT STIPULATIONS. - -- .. -._............. WITH WATER COMPANY OVERHEA P P 11. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE CURRENT EDITION OF THE MANUAL OF UNIFORM - - .. - - DOOR PROPCX3ED BOILER BUL.DINC i� TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN TOFF THE FACE OF THE CURB, AND WITH 7' VERTICAL 4 ' O O ;; O O E CLEARANCE UNLESS OTHERWISE DETAILED OR NOTED. FFE3381 S.F. I S19.YY O O /ASA' O 12. THE CONTRACT LIMIT IS THE LIMIT OF DISTURBANCE UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE C0NTR4CT DRAWINGS. "r \ I _ 13. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE ._............ I :: ELECTRIC LANES CONTACT POWER COMPANY TO i' P ......_. I _.:....... PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO C C �- Q ......................... ................ MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY COMPANY FEES SHALL BE PAID FOR BY THE CONTRACTOR. I0000. .................. ........._ _._....__.._,_. .. ........... L 000 0000 ydOW 0 •} r ' 3 ,...E , O 14. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, CONDUIT, PAVEMENT, CURBING, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE ��--- DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER. will 15. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION INCLUDING UNDERGROUND UTILITIES TO THE OWNER AT THE END OF � 33 _ ..., -, CONSTRUCTION. ' 4 i 16 THE ARCHITECT AND EtJGINEER ARE NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION THE ARCHITECT AND Rev Description PERSONNEL OR TO SUPERVISE SAFETY AND DO NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. _..,.__, ©1 00 - 401 001 401 001 401 �i d ... croD 1 2 Date 02/27/2015 SITE PLAN FOR PERMITTING Et PRICING PURPOSES ONLY GRAPHIC SCALE Date: 02!27/15 20 10 0 20 NOT RELEASED FOR CONSTRUCTION n By: CEB Draw Checked Bei PAR SCALE IN FEET Scale: 1 "=20' C —201 2O Project #: 2012-0708 3 m 5 G �m 1 2 3 V C 10 5 r� LEGEND PROPERTY LINE/ RIGHT OF WAY LINE LM LIMIT OF DISTURBANCE EQUALS CONTRACT LIMIT LINE EXISTING BIT. CONCRETE PAVEMENT AND CONCRETE PAVEMENT TO BE REMOVED EXISTING TREE, STUMP, AND BUSHES TO BE REMOVED EXISTING STRUCTURE, FEATURE, AND PIPING TO BE REMOVED t TREE TO BE REMOVED (TYP. REMOVE AND DISPOSE EXISTING - BIT. BIT. CONC. PAVEMENT \ LIMIT OF DISTURBANCE (TYF PROTECT EXISTING HYDRANT AND POLES E) FOR PERMITTING Et PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION 1 2 3 El 5 GRAPHIC SCALE 20 10 0 20 SCALE IN FEET a 0_ DEMOLITION NOTES foy 800.400.24201 a-zcorp.com 0 46 Norwich Westerly Road Scale: 1 "=20' 12. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND North Stonington, CT 06359 1. SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE INSTALLED BY THE DEMOLITION MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE CONTRACTOR PRIOR TO START OF DEMOLITION AND CLEARING AND GRUBBING OPERATIONS. SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING SERVICES AND STORM DRAINAGE SYSTEMS. PRIOR TO DEMOLITION OR CONSTRUCTION THE CONTRACTOR 2. REMOVE AND DISPOSE OF ANY CONCRETE/ PAVEMENT DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF-SITE SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OF WORK AT (800)922-4455 AND VERIFY ALL UTILITY AND STORM LANDFILL, BY AN APPROVED HAULER. HAULER SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATORY REQUIREMENTS. DRAINAGE SYSTEM LOCATIONS. 3. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR HIS DEMOLITION WORK AND DISPOSAL OF HIS DEMOLITION MATERIAL TO BE REMOVED FROM THE 13. THE CONTRACTOR SHALL PROVIDE DISCONNECT NOTIFICATION IF NEEDED TO THE UTILITY COMPANIES AND TOWN AT LEAST THREE WEEKS PRIOR TO SITE. THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED. BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR BEGINNING DEMOLITION. PERMITS AND DISPOSAL OF ALL BUILDING DEMOLITION DEBRIS IN AN APPROVED OFF-SITE LANDFILL. 14. BACK FILL DEPRESSIONS AREAS IN LOCATIONS NOT SUBJECT TO FURTHER EXCAVATION WITH SOIL MATERIAL CALLED FOR IN SITE SPECIFICATIONS AND 4. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. COMPACT, FERTILIZE, SEED AND MULCH DISTURBED AREAS NOT SUBJECT TO FURTHER SITE CONSTRUCTION. A 5. THE CONTRACTOR SHALL PREPARE ALL MANIFEST DOCUMENTS AS REQUIRED PRIOR TO COMMENCEMENT OF DEMOLITION. 15. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, CONDUIT, PAVEMENT, CURBING, SIDEWALKS, DRAINAGE STRUCTURE, SWALE OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER. 6. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG, ALL SERVICE PIPING AT THE STREET LINE OR AT THE MAIN, AS REQUIRED BY THE UTILITY PROVIDER, OR AS OTHERWISE NOTED OR SHOWN ON THE CONTRACT DRAWINGS. ALL 16. NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR UNTIL A PRE -CONSTRUCTION MEETING WITH THE OWNER AND THE ENGINEER IS SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO CONSTRUCTION TO DETERMINE THE EXTENT PERFORMED. OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES FOR ABANDONMENTS AND REMOVALS. 17. THE CONTRACTOR SHALL ARRANGE FOR AND INSTALL TEMPORARY OR PERMANENT UTILITY CONNECTIONS WHERE INDICATED ON PLAN OR AS REQUIRED. MAINTAIN UTILITY SERVICES TO BUILDINGS TO REMAIN. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR INSTALLATION AND 7. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, AND PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. ANY CONTRACTOR DISTURBED PINS, PAY UTILITY PROVIDER FEES. AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 18. THE CONTRACTOR SHALL NOT COMMENCE DEMOLITION OR UTILITY DISCONNECTIONS UNTIL AUTHORIZED TO DO SO BY THE OWNER AND/OR 8. THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE UNTIL THE COMPLETION ENGINEER. OF HIS WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS FIRST, AS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER OR OWNER'S REPRESENTATIVE. THE SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF EXISTING 19. THE CONTRACTOR OR DEMOLITION CONTRACTOR SHALL INSTALL TEMPORARY SHEETING OR SHORING AS NECESSARY TO PROTECT NEW BUILDINGS AND EROSION AND SEDIMENTATION CONTROLS AND FOR INSTALLATION OF ANY NEW EROSION AND SEDIMENTATION CONTROLS, AS PER THE SEDIMENT AND UTILITIES DURING CONSTRUCTION AND DEMOLITION. SHEETING OR SHORING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THIS EROSION CONTROL PLAN, AT THAT TIME. STATE AND EVIDENCE OF SUCH SUBMITTED TO THE OWNER PRIOR TO INSTALLATION. 9. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK OF IMPACTED 20. NO SALVAGE SHALL BE PERMITTED UNLESS PAID TO THE OWNER AS A CREDIT. SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH FURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT. 21. ARCHITECT OR ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ARCHITECT AND ENGINEER HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOBSITE RESPONSIBILITIES, SUPERVISION OF PERSONNEL 10. THE CONTRACTOR SHALL ADHERE TO ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN OR TO SUPERVISE SAFETY, AND DO NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY PROVIDER FEES SHALL BE PAID BY THE CONTRACTOR. 22. THE CONTRACTOR SHALL COMPLY WITH OSHA CFR29 PART 1926 FOR EXCAVATION, TRENCHING, AND TRENCH PROTECTION REQUIREMENTS. 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, 23. BITUMINOUS AND CONCRETE PAVEMENT WITHIN THE LIMITS OF WORK ,ARE TO BE REMOVED UNLESS OTHERWISE NOTED. BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFICMEN/OFFICERS AS REQUIRED OR AS ORDERED BY THE ENGINEER, OR AS REQUIRED BY THE LOCAL GOVERNING AUTHORITIES OR AS REQUIRED BY PERMIT STIPULATIONS. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES AND PEDESTRIAN 24. ALL LANDSCAPING, TREES AND OTHER VEGETATION WITHIN THE LIMIT'S OF WORK SHALL BE REMOVED, UNLESS OTHERWISE NOTED. WALKWAYS AT ALL TIMES UNLESS WRITTEN APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY IS GRANTED. V C 10 5 r� LEGEND PROPERTY LINE/ RIGHT OF WAY LINE LM LIMIT OF DISTURBANCE EQUALS CONTRACT LIMIT LINE EXISTING BIT. CONCRETE PAVEMENT AND CONCRETE PAVEMENT TO BE REMOVED EXISTING TREE, STUMP, AND BUSHES TO BE REMOVED EXISTING STRUCTURE, FEATURE, AND PIPING TO BE REMOVED t TREE TO BE REMOVED (TYP. REMOVE AND DISPOSE EXISTING - BIT. BIT. CONC. PAVEMENT \ LIMIT OF DISTURBANCE (TYF PROTECT EXISTING HYDRANT AND POLES E) FOR PERMITTING Et PRICING PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION 1 2 3 El 5 GRAPHIC SCALE 20 10 0 20 SCALE IN FEET a 0_ A/Z Design Services LLC foy 800.400.24201 a-zcorp.com 0 46 Norwich Westerly Road Scale: 1 "=20' P.O. Box 370 U North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT 60 O Key Plan Rev 0 PERMIT I Seal Description Date 02/27/2015 nommniLr rr DEMOLITION PLAN Date: 02/27/15 C_ 101 Drawn By: CEB Checked By: PAR Scale: 1 "=20' Project #: 2012-0708 /: r: 1 5 W k E C C WM 1 2 3 4 5 6 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --J---------1------------------------ 1----------------1------- BUILDING ELEVATION Scale: 1/4"=1'-0" 1 2 3 4 5 6 ROOF EAVE EL. +24'-6" T.O. PLATFORM FRAMING EL. +10'-0" T.O. FLOOR SLAB el 19.8' Z A/Z Design Services LLC (� 800.400.2420 1 a-zcorp.com 46 Norwich Westerly Road W P.O. Box 370 C) North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project �7�. RockTenn NEW BOILER � INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 PERMIT 2/27/2015 Seal ARCHITECTURE BUILDING SECTION Date: Drawn By: K Checked By: A Scale: AS NOTE Project #: 1 3 El 5 r� FA C C C �m C L k E C r_- 1 2 3 4 5 6 BUILDING ELEVATION LOUVER `V'VALL MOUNTED LIGHT FIXTURE RAINWATER LEADER D C B A Scale: 1/4"=V-0" rik ROOF EAVE EL. 44.3' T.O. FLO E R S' -AB el. 19 8' 1 2 3 4 5 6 AM Z A/Z Design Services LLC ('D 800.400.2420 1 a-zcorp.com C 5 46 Norwich Westerly Road Lu P.O. Box 370 AN C) North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whale or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project pi, RockTienn NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 1 PERMIT 2/27/2015 Seal ARCHITECTURE BUILDING ELEVATION Date: Drawn By: K Checked By: A Scale: AS NOTE Project #: A-201 s i i Scale: 1/4"=V-0" rik ROOF EAVE EL. 44.3' T.O. FLO E R S' -AB el. 19 8' 1 2 3 4 5 6 AM Z A/Z Design Services LLC ('D 800.400.2420 1 a-zcorp.com C 5 46 Norwich Westerly Road Lu P.O. Box 370 AN C) North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whale or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project pi, RockTienn NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 1 PERMIT 2/27/2015 Seal ARCHITECTURE BUILDING ELEVATION Date: Drawn By: K Checked By: A Scale: AS NOTE Project #: A-201 1 2 3 4 5 9 C 0 4 5 6 7 on m L: E E 1 2 3 4 5 6 1 2 3 4 5 ' 78'-0" I I I I I 19'-6" 19'-6" 19'-6" 19'-6" I FLOOR PLAN I I nnf-Nri If no oc-rnlhllnit-_ \A/AI i A-204 Scale: 1/4"=1'-0" d- 1 2 Z A/Z Design Services LLC 800.400.2420 1 a-zcorp.com 46 Norwich Westerly Road LU P.O. Box 370 AN C) North Stonington, CT 06359 This document is an instrument of professional service, and shall not be used, in whole or in part, for any project other than for which it was created without the express, written consent of AZ Corp. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to AZ Corp. Consultants Civil FREEMAN COMPANIES 36 John Street Hartford, Connecticut Structural GIRARD & COMPANY, LLP 10 Waterchase Drive Rocky Hill, Connecticut Mech./Elec./Plumbing/Fire-Protection: N K ENGINEERS INC 755 main Street, Building 4 Monroe, Connecticut SAREN ENGINEERING INC 270 Farmington Avenue Farmington, Connecticut Project pi�. RockTenn NEW BOILER INSTALLATION 125 DEPOT ROAD UNCASVILLE CONNECTICUT Key Plan Rev Description Date 0 PERMIT 2/27/2015 Seal ARCHITECTURE NORTH 0 FLOOR PLAN 41 0 2' 4' 8' Date: Drawn By: KA SCALE: 1/811=11-011 Checked By: AZ A-1 02 Scale: AS NOTED Project #: 1 C ION 3