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HomeMy WebLinkAboutBATCH - Supplemental - 0500 Spear Street (2)D ARC H IT E C T ERETSIGER OF V E R M O N T ET A T S N.ROBIHTIEK 21 8 2ON N S O N SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. Pa v i l i o n a t t h e 7/23/2021 9:12:08 AM Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t JULY 26, 2021 PKW KNR COVER HREC1521 Horticulture Research and Education Center UNIVERSITY OF VERMONT, SOUTH BURLINGTON, VERMONT LOCATION MAP KREBS & LANSING CONSULTING ENGINEERS 164 MAIN STREET COLCHESTER, VERMONT 05446 DERICK READ derick.read@krebsandlansing.com (802) 878-0375 CIVIL ENGINEER THE UNIVERSITY OF VERMONT PLANNING DESIGN & CONSTRUCTION MARSHALL HALL, SUITE 10 31 SPEAR STREET BURLINGTON, VERMONT 05405 KATHARINE COFFEY (802) 656-3291 KATHARINE.COFFEY@UVM.EDU OWNER BLACK RIVER DESIGN, ARCHITECTS 73 MAIN STREET MONTPELIER, VT 05602 KEITH ROBINSON keithr@blackriverdesign.com POLLY WHEELER pollyw@blackriverdesign.com (802)223-2044 ARCHITECT PEARSON AND ASSOCIATES, INC RYAN ROBERTS, PE 75 NORTH MAIN STREET WATERBURY, VT 05676 (802) 882-8789 RYAN.R@PEARSONANDASSOCIATES.COM ELECTRICAL ENGINEER NOVELLI ENGINEERING 291 JEWETT DRIVE BENNINGTON, VERMONT 05201 JOHN NOVELLI (802)447-4950 john@novelliengineering.com STRUCTURAL ENGINEER DRAWING INDEX COVER C100 OVERALL SITE PLAN C101 SITE PLAN C200 EXISTING CONDITIONS PLAN C300 CIVIL DETAILS C301 CIVIL DETAILS S001 GENERAL NOTES S100 FOUNDATION & ROOF FRAMING PLAN S101 FOUNDATION & ROOF FRAMING PLAN, ALTERNATES S300 SECTIONS S301 SECTIONS S400 SECTIONS A101 FLOOR PLAN A102 REFLECTED CEILING PLAN, ROOF PLAN A400 ELEVATIONS A500 SECTIONS A501 WALL SECTIONS AND DETAILS E101 LIGHTING, SCHEDULES, AND DETAILS E102 PROPOSED ELECTRICAL PLANS SE101 ELECTRICAL SITE PLAN Pavilion at the REVISIONS GR E E N M O U N T A I N D R I V E ^ ^ ^ ^ ^ ^ ^ ^ ^^ ^ ^ FP 0712 0711 0707 New Pavilion New Gravel Drive New Gravel Drive New 5' wide gravel walk around perimeter of building New 1,000 gallon above grade rainwater storage tank GR E E N M O U N T A I N D R I V E New 1,200 gallon below grade rainwater storage tank W.E.=226.0 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER SCALE DATE DRAWN BY CHECKED BY 1" = 40' Pa v i l i o n a t t h e Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t C100 July 26, 2021 DMR OVERALL SITE PLAN KL Project Number 21168 REVISIONS SITE LAT: N44° 25' 51" LONG: W73° 12' 17" LOCATION MAP 1" = 2000' x 22 3 . 6 0 New Pavilion FF 2 2 3 . 6 0 FF 2 2 3 . 6 0 x 223.60 x 2 2 3 . 6 0 x 2 2 3 . 2 0 x 223.3x 223.60 223.2 x 223.2 x New Gravel Drive New Gravel Drive New 5' wide gravel walk around perimeter of building Existing apple trees and stumps to be removed by Owner Existing pavilion to be relocated by Owner New 1,000 gallon above grade rainwater storage tank 22 3 223 22 3 22 3 Add gravel to promote drainage 2% slope (max) for 5 ft outward from door. New electrical service. Repair gravel driveway. See Detail Salvage existing plants. Install 6" topsoil and replace existing plants and mulch bedding Connect gutter downspouts to the top of the tank. New 6'x6' concrete foundation created with precast concrete waste blocks 223.60 x 223.60 x x 223.6 223.60 x x 223.3 x 223.5 0 x 223.50 Extend gutter to rainwater storage New 1,200 gallon below grade rainwater storage tank Preconstruction excavation to locate existing gas service Ex bird house to be removed by Owner New electrical service. Repair gravel driveway. See Detail New communications service. Repair gravel driveway. See Detail Install offset downspout diverter (Gutterworks.com, or approved equal), overflow screen, and precast concrete splash blocks. Install offset downspout diverter (Gutterworks.com, or approved equal) with precast concrete splash block. Typical all downspouts Existing utility locations are unknown. Confirm locations with private utility locating service and/or careful preconstruction excavations Remove and dispose of two cedar trees and stumps Remove and dispose of softwood tree and stump. Prune additional branches as necessary to excavate trench 6" underground rain leader collection pipe Install offset downspout diverter (Gutterworks.com, or approved equal) with precast concrete splash block. Typical all downspouts Secure discharge pipe to 1" iron post buried 42" min. Install 12"x12" precast concrete splash pad for tank overflow ALTERNATE C-1 Install underground communications conduit. See Electrical plans for additional information ALTERNATE C-2: Gravel Walk Edging ALTERNATE C-2: Gravel Walk Edging Install (2) bollards to protect underground tank from vehicle travel New Pavilion New Gravel Drive New 5' wide gravel walk around perimeter of building Repair farm road. Match existing ALTERNATE C-1 Install underground communications conduit. See Electrical plans for additional information ALTERNATE C-1 Install underground communications conduit. See Electrical plans for additional information Repair gravel driveway. See detail. Coordinate timing of work with UVM Confirm existing utility crossing locations with private utility locating service and/or careful preconstruction excavations Remove and replace sign as necessary 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER NOTES 1.The Contractor shall be responsible for repairing all disturbed areas back to original or better condition, including but not limited to driveways, parking areas, walkways, landscaping, site lighting, electrical, and etc. 2.All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusive property of the Contractor and shall be removed from UVM property and disposed of in a State approved disposal location. 3.All passing gravel and soil (sieve, proctor, and compaction) testing expenses shall be paid by Owner. Testing coordination, all other required testing, and expenses for failed tests shall be the Contractor's responsibility. 4.The Contractor shall immediately contact the Owner if any unmapped utilities are discovered during excavation. All utilities that are encountered and/or exposed during construction shall be survey located and mapped in accordance with the UVM Utility Master Plan Specifications. 5.Contractor shall be responsible for all "As-built" measurement and drafting requirements as outlined on the Detail Sheets. All trench excavations shall remain open until all as-built survey shots have been taken and the shots have been emailed to the Owner and Engineer. Progress Record Drawings shall be submitted to the Engineer as indicated in the Record Drawing specifications. 6.Contractor shall be responsible for all temporary roads, signage, traffic control, flaggers, barricades, and fencing necessary to safely redirect vehicles and pedestrians through or around the site during construction. 7.All areas disturbed or compacted during construction shall meet the Post Construction Soil Depth & Quality Notes outlined on Sheet C300 8.Contractor shall be responsible for importing topsoil as required to complete the project. Contractor shall test topsoil for approval by the Owner and Engineer. On-site topsoil may be reused but shall be modified and screened as necessary to meet UVM soil specifications (See Details). 9.Definition of "Preconstruction Excavation" for these contract documents shall be: The site contractor shall expose utilities and obtain all necessary information, including but not limited to, invert elevation, size, depth, pipe type, joint location, etc. Contractor shall transit survey the location and elevations of the utility. Contractor shall provide the engineer with sketches indicating horizontal and vertical information of pipe or conduit type and size, cross-section information, concrete encasement information (top and bottom elevations, width, etc.), joint location, etc. of each required existing underground utility. Accuracy of horizontal location is within 1 foot, and accuracy of vertical elevation is within 0.02 ft. (1/4"). Coordinate all excavation with City, Owner, and Engineer. Preconstruction excavations shall occur prior to ordering structures and prior to utility construction to facilitate redesign and/or design confirmation. 10.The location of the preconstruction excavation does not necessarily indicate the location of the buried utility. It is the responsibility of the Contractor to find and expose the utility. SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. As Noted 5/ 2 4 / 2 0 2 1 1 1 : 1 6 : 5 0 A M C101 DMR SITE PLAN KL Project Number 21168 REVISIONS x 223.0 ALTERNATE C-1 Communications Conduit Pa v i l i o n a t t h e Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r July 26, 2021 Un i v e r s i t y o f V e r m o n t 0712 0711 0707 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER SCALE DATE DRAWN BY CHECKED BY 1" = 20' C200 DMR EXISTING CONDITIONS PLAN KL Project Number 21168 REVISIONS Pa v i l i o n a t t h e Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r July 26, 2021 Un i v e r s i t y o f V e r m o n t SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. N.T.S. 5/ 2 4 / 2 0 2 1 1 1 : 1 6 : 5 0 A M C300 DMR CIVIL DETAILS KL Project Number 21168 REVISIONS 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER Post-Construction Soil Depth and Quality Notes: Required Elements: Soil retention: Retain, in an undisturbed state, the native topsoil to the maximum extent practical. Soil quality: All disturbed areas subject to the Standard shall demonstrate the following: ■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. The topsoil layer shall have a minimum depth of 5 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application. ■The resulting soil shall be conducive to the type of vegetation to be established. ■The soil quality requirements shall be met by using one or a combination of the following methods: o Option 1: Leave undisturbed native vegetation and soil, and protect from compaction during construction. Failure to establish and maintain exclusionary controls around these areas during the construction phase may trigger the requirement to restore soils per one of the following options. o Option 2: Amend existing site topsoil or subsoil in place. ▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Amend soil to meet organic content requirements: ·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *Contractor to provide calculation and site sketch indicating areas used for calculations. ▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ▪Water or roll to compact soil in turf areas to 85% of maximum dry density. o Option 3: Remove and stockpile existing topsoil during grading. ▪Stockpile soil on site in a designated controlled area, at least 50 feet from surface waters, wetlands, floodplains, or other critical resource areas; ▪Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Stockpiled topsoil shall also be amended, if needed, to meet the organic content requirements: ·PRE-APPROVED RATE: Compost shall be incorporated with an organic matter content between 40 and 65% into the topsoil at a ratio 1:3, or ·CALCULATED RATE: Incorporate composted material or approved organic material at a calculated rate to achieve 4 inches of settled soil at 4% organic content;* ▪Replace stockpiled topsoil prior to planting, screen topsoil, and; ▪Rake to level, and remove surface rocks larger than 2 inches in diameter. o Option 4: Import topsoil mix, or other materials for mixing, including compost, of sufficient organic content and depth. ·Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ·Place 4 inches of imported topsoil mix on surface. The imported topsoil mix shall contain 4% organic matter. Soils used in the mix shall be sandy loam as defined by the USDA; Shop drawing submittal is required. Find USDA sieve for sandy loam. ·Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ·Water or roll to compact soil in turf areas to 85% of maximum dry density. Soil Management: o Areas compacted or disturbed on the site are subject to the Standard; o Soil depth and quality shall be established toward the end of construction and once established, protected from compaction, such as from large machinery, vehicle traffic, and from erosion; and o Hydroseed final graded topsoil and water to establish a dense and vigorous vegetative cover Pa v i l i o n a t t h e Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r July 26, 2021 Un i v e r s i t y o f V e r m o n t SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. N.T.S. 5/ 2 4 / 2 0 2 1 1 1 : 1 6 : 5 0 A M C301 DMR CIVIL DETAILS KL Project Number 21168 REVISIONS 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER Connect 1-1/2" PVC pipe to outlet side of tank. Core hole and use Inserta Tee, or equal, flexible coupling. Install 2' tall, 6'x6' foundation with precast concrete waste blocks Connect gutter downspouts to top of tank. Core hole and use Inserta Tee, or equal, flexible coupling. Cut-out 6"x6" overflow weir at top of tank Install 1 1/2" drain with ball valve and true union fitting 6" above bottom of tank Connect gutter downspouts to top of tank. Core hole and use Inserta Tee, or equal, flexible coupling. Cut-out 6"x6" overflow weir at top of tank Install 7'x7' gravel pad subbase under tank. Install 18" thick VAOT 704.05, fine crushed gravel over Mirafi 500x, or equal, stabilization fabric 1,000 GALLON ABOVE GROUND RAINWATER STORAGE TANK1,200 GALLON BELOW GRADE RAINWATER STORAGE TANK Install 7'x10' gravel pad subbase under tank. Install 12" thick crushed stone (3/4-1/12" minus) over Mirafi 500x, or equal, stabilization fabric Connect gutter downspouts to inlet port. Core hole and use Inserta Tee, or equal, flexible coupling. Install precast concrete splash pad below overflow pipe. Backfill around tank with crushed stone (3/4-1/12" minus) Backfill around tank with crushed stone (3/4-1/12" minus) 15"x15"x2" concrete block Shef 30 13 HP single phase 115v, effluent pump with integral pump off float and three prong power cord Secure lifting chain to tank access rim Check valve 15"x15"x2" concrete block Install outlet box for pump power supply. Secure to tank access rim Power cable plug to outlet. Install pump control panel in building. Power and control conduits by others Check valve Secure pump discharge pipe to 1" galvanized steel post using stainless steel bands. Drive post at least 42" deep Union/ball valve Union/ball valve Pump Off float 6" above tank bottom Pump Off float 6" above tank bottom Power cable plug to outlet. Install outlet box for pump power to tank access rim. Install pump control panel in building. Power and control conduits by others Shef 30 1 3 HP single phase 115v, effluent pump with integral pump off float and three prong power cord 1-1/2" PVC pump connection pipe See electrical drawings for details and specifications Install 1 1/2" ball valve and true union fitting 24" (min) above ground Install 15" Norwesco manhole riser extensions Install 15" Norwesco manhole riser extensions Install 12"x12" precast concrete splash pad below overflow opening Install 1 1/2" drain with ball valve and true union fitting 6" above bottom of tank Install 12"x12" precast concrete splash pad below overflow opening Pa v i l i o n a t t h e Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r July 26, 2021 Un i v e r s i t y o f V e r m o n t 1 5234 A B AP-01 3 AP-01 4 AP-01 7 TRIPLE-TRACK SLIDING BARN DOORS, LOCKABLE FROM INTERIOR, ALIGN WITH OPPOSITE DOORS TRIPLE-TRACK SLIDING BARN DOORS, LOCKABLE FROM INTERIOR SINGLE TRACK SLIDING DOOR, LOCKABLE A500 2 A500 2 99.54 SF STORAGE 984.84 SF MAIN BAY A400 2 A400 4 A400 3 A400 1 12'-4"12'-4"12'-4"12'-4" 001 002 003 23 ' - 4 " 11 ' - 9 3 / 4 " 11'-0"1'-3 7/8"11'-0"1'-3 7/8"11'-0" 35'-7 3/4" A501 1 A501 2 A501 4 EXPOSED WOOD STUDS AT STORAGE ROOM WALLS C A501 3 FEC SL O P E F L O O R 1 / 1 6 " P E R F O O T . SL O P E F L O O R 1 / 1 6 " P E R F O O T . 3 1/2" 2'-8 1/2" 3 1/2"5'-0" 7' - 0 " 3 1 / 2 " 8' - 5 " 3 1 / 2 " 7' - 0 " 7' - 0 " RAINWATER TANK 004 005006007 008009010 A500 3 A500 3 49'-4" 12'-4"12'-4"12'-4"12'-4" KEY LOCK BOX 1 A 6 1 / 2 " VERTICAL SHIPLAP SIPING HORIZONTAL STRAPPING VERTICAL STRAPPING WEATHER BARRIER PLYWOOD SHEATHING HEAVY TIMBER COLUMN HORIZONTAL BOARD INTERIOR FINISH, RANDOM WIDTHS, STAINED. OMIT AS PART OF ALTERNATE A-2. 9 1 / 4 " 3 1/2" HASP, LOCK BY OWNER WOOD TRIM WOOD TRIM METAL DOOR FRAME ALUMINUM THRESHOLD BEYOND WOOD STOP FOR BARN DOOR, LAG BOLT TO FRAMING BARN DOOR ALL PLAN ANGLES ARE 90 DEGREES UNLESS OTHERWISE INDICATED. MISC. METAL FABRICATIONS PROVIDE MISC. METAL ANGLES, BARS, TUBES AND PIPES AS INDICATED ON ARCHITECTURAL DRAWINGS AND NOT INDICATED ON STRUCTURAL DRAWINGS. WHERE NO SIZE IS INDICATED, ASSUME THE FOLLOWING: -ANGLES, BARS AND BENT PLATES: 1/4" THICK BY SIZE SHOWN -CHANNELS, TUBES, PIPES AND WIDE FLANGES 20 LBS./LF SEALANT PROVIDE SEALANT AT ALL JOINTS, TRANSITIONS, CORNERS, AND CHANGES IN MATERIALS AND AS REQUIRED TO COMPLETE AN INSTALLATION. DOORS DOOR TAG -SEE DOOR SCHEDULE FINISHES EXPOSED WOOD SIDING AND INTERIOR WALLS TO BE STAINED. SEE NOTES ON REFLECTED CEILING PLAN. FIRE EXTINGUISHERS FEC FIRE EXTINGUISHER IN SEMI-RECESSED CABINET VERIFY LOCATIONS WITH OWNER AND CODE OFFICIAL BEFORE INSTALLATION. MOUNTING HEIGHT TO BE 42" AFF TO CENTER OF HANDLE ON CABINET U.O.N. D ARC H IT E C T ERETSIGER OF V E R M O N T ET A T S N.ROBIHTIEK 21 8 2ON N S O N SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. Pa v i l i o n a t t h e As indicated 7/23/2021 9:12:09 AM Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t A101 JULY 26, 2021 PKW KNR FLOOR PLAN HREC1521 SCALE: 1/4" = 1'-0"1 FLOOR PLAN SCALE: 1 1/2" = 1'-0"2 CORNER DETAIL GENERAL NOTES NUMBER DOOR FRAME HARDWARE SIGNAGE COMMENTS NUMBERPANEL TYPE DOOR MATERIAL FINISH LE A F ( S ) SIZE 1" D O O R U N D E R C U T FRAME SECTION MATERIAL FRAME FINISH BUTTS LATCH SET CLOSER KICK PLATES DOOR STOPS THRESHOLD WEATHERSTRIP DOOR LOUVERWIDTH x HEIGHT THICK.TYPE HANDLE FUNCTION 001 FLUSH MI PAINT 3' - 0" x 7' - 0" 0' - 1 3/4" 2/A101 METAL PAINT HD F.B.O. F.B.O. F.B.O. STD --- FLOOR EXT EXT --- UVM TYPICAL ROOM SIGN PREP FOR SCHLAGE AD200 LOCKSET 001 002 FLUSH MI PAINT 3' - 0" x 7' - 0" 0' - 1 3/4" METAL PAINT HD F.B.O. F.B.O. F.B.O. STD --- WALL --- --- --- UVM TYPICAL ROOM SIGN PREP FOR YALE LOCKSET 002 003 FLUSH MI PAINT 3' - 0" x 7' - 0" 0' - 1 3/4" 2/A101 METAL PAINT HD F.B.O. F.B.O. F.B.O. STD --- FLOOR EXT EXT --- UVM TYPICAL ROOM SIGN PREP FOR YALE LOCKSET 003 004 BARN DOOR WOOD STAIN 7' - 0" x 7' - 0" 0' - 2"HASP UVM TYPICAL ROOM SIGN SINGLE-TRACK BARN DOOR HARDWARE 004 005 BARN DOOR WOOD STAIN 11' - 0" x 10' - 0" 0' - 2"HASP TRIPLE-TRACK BARN DOOR HARDWARE 005 006 BARN DOOR WOOD STAIN 11' - 0" x 10' - 0" 0' - 2"HASP TRIPLE-TRACK BARN DOOR HARDWARE 006 007 BARN DOOR WOOD STAIN 11' - 0" x 10' - 0" 0' - 2"HASP TRIPLE-TRACK BARN DOOR HARDWARE 007 008 BARN DOOR WOOD STAIN 11' - 0" x 10' - 0" 0' - 2"HASP TRIPLE-TRACK BARN DOOR HARDWARE 008 009 BARN DOOR WOOD STAIN 11' - 0" x 10' - 0" 0' - 2"HASP TRIPLE-TRACK BARN DOOR HARDWARE 009 010 BARN DOOR WOOD STAIN 11' - 0" x 10' - 0" 0' - 2"HASP TRIPLE-TRACK BARN DOOR HARDWARE 010 DOOR SCHEDULE REVISIONS 1 5234 A B PSL POSTS, VARNISH (BASE BID), STAIN (ALTERNATE S-2) PSL BEAMS, VARNISHED (BASE BID) TRUSSES, STAINED (ALTERNATE S-2) PSL RAFTERS, VARNISH (BASE BID) 2x6 T&G ROOF DECK, VARNISHED (BASE BID) PLYWOOD ROOF DECK, STAINED (ALTERNATE S-2) CCL 1/ 8 " 2x RAFTERS, VARNISH (BASE BID) STAIN (ALTERNATE S-2) WOOD DECKING, VARNISH (BASE BID) PLYWOOD DECK, STAINED (ALTERNATE S-2) P.T. POSTS AND TRELLIS BEAMS, UNFINISHED PENDANT LIGHTS, SEE ELECTRICAL SURFACE MTD LIGHTS, SEE ELECTRICAL 1 5234 A B C GUTTERS, CONNECTED TO ABOVE-GROUND RAINWATER TANK, SLOPE 1/2" IN 10' GUTTER, CONNECTED TO BURIED RAINWATER TANK, SLOPE 1/2" IN 10' TRELLIS, WIRE BY OWNER 3" / 1 2 " 8" / 12"3" / 12"8" / 12"3" / 12" D ARC H IT E C T ERETSIGER OF V E R M O N T ET A T S N.ROBIHTIEK 21 8 2ON N S O N SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. Pa v i l i o n a t t h e 1/4" = 1'-0" 7/23/2021 9:12:09 AM Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t A102 JULY 26, 2021 PKW KNR REFLECTED CEILING PLAN, ROOF PLAN HREC1521 SCALE: 1/4" = 1'-0"1 REFLECTED CEILNG PLAN SCALE: 1/4" = 1'-0"2 ROOF PLAN REVISIONS Level 1 100' -0" 15234 POLYCARBONATE WINDOWS IN ALUMINUM FRAME 8" 12" 3" 12" TRIPLE-TRACK SLIDING DOORS VERTICAL SHIPLAP SIDING 16'-0" 6' - 5 " 116' - 0" Level 1 100' -0" A B STANDING SEAM METAL ROOF C Level 1 100' -0" ABC METAL CAP FLASHING AT DOOR HEADS, TYPICAL Level 1 100' -0" 1 5234 POLYCARBONATE WINDOWS IN ALUMINUM FRAME 16'-0" 6' - 5 " CLCLCL4'-0"4'-0"4'-0"4'-0" 1' - 1 " GUTTERS, SLOPE 1/2" IN 10', CONNECT ALL GUTTERS TO RAINWATER TANKS 116' - 0" D ARC H IT E C T ERETSIGER OF V E R M O N T ET A T S N.ROBIHTIEK 21 8 2ON N S O N SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. Pa v i l i o n a t t h e 1/4" = 1'-0" 7/23/2021 9:12:12 AM Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t A400 JULY 26, 2021 PKW KNR ELEVATIONS HREC1521 SCALE: 1/4" = 1'-0"2 ELEVATION - EAST (REAR) SCALE: 1/4" = 1'-0"4 ELEVATION - NORTH (LEFT) SCALE: 1/4" = 1'-0"3 ELEVATION - SOUTH (RIGHT) SCALE: 1/4" = 1'-0"1 ELEVATION - WEST (FRONT) REVISIONS 1 2 2x6 T&G FIR DECKING (BASE BID), SEE STRUCTURAL ALTERNATE S-2 -PLYWOOD DECKING INSULATED NAILBOARD SELF-ADHERED WATERPROOF UNDERLAYMENT METAL ROOFING RAFTER BEYOND PSL BEAM (BASE BID) TRUSS (ALTERNATE S-2) SEE STRUCTURAL 2x6 FRAMING BOARD INTERIOR FINISH, STAINED, OMIT AS PART OF ALTERANTE A-2 AND STAIN EXPOSED STUDS AND SHEATHING PLYWOOD SHEATHING VERTICAL 1x STRAPPING+ HORIZONTAL 1x STRAPPING OR "SLICKER" RAINSCREEN BY BENJAMIN OBDYKE VERTICAL SHIPLAP SIDING WEATHER BARRIER FLASHING CONCRETE SLAB ON GRADE VAPOR RETARDER 2" XPS BOARD INSULATION CONCRETE FOUNDATION WALL 2" XPS BOARD INSULATION METAL GUTTER METAL ROOF TRIM WOOD CLOSURE 1x WOOD FASCIA WOOD SOFFIT STAINLESS STEEL INSECT SCREEN WOOD CLOSURE BLOCKING AS REQUIRED PSL (BASE BID) TRUSS (ALTERNATE S-2) SEE STRUCTURAL 1 5234 A500 1 6" HALF-ROUND GALVANIZED STEEL GUTTER WITH 4" DIAMETER ROUND GALVANIZED STEEL DOWNSPOUT WITH SMACNA 1-35D HANGERS LEADING TO RAINWATER STORAGE TANK A B C 110' - 9 1/4" D ARC H IT E C T ERETSIGER OF V E R M O N T ET A T S N.ROBIHTIEK 21 8 2ON N S O N SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. Pa v i l i o n a t t h e As indicated 7/23/2021 9:12:13 AM Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t A500 JULY 26, 2021 PKW KNR SECTIONS HREC1521 SCALE: 1" = 1'-0"1 WALL SECTION AT EAVE, TYPICAL SCALE: 1/8" = 1'-0"2 BUILDING SECTION SCALE: 1/8" = 1'-0"3 CROSS SECTION REVISIONS Level 1 100' -0" POLYCARBONATE WINDOW BARN DOOR TRACK FLASHING, TYPICAL METAL FLASHING LVL OUTRIGGERS 3'-2 1/2" CONCRETE FOUNDATION WALL, SEE STRUCTURAL 2" XPS BOARD INSULATION CONCRETE SLAB ON GRADE, STEEL TROWEL FINISH VAPOR RETARDER 2" XPS BOARD INSULATION VERTICAL SHIPLAP SIDING METAL ROOFING OVER ROOFING UNDERLAYMENT AND PLYWOOD DECKING 8" STAINLESS STEEL INSECT SCREEN 1'-0" TRIPLE-TRACK BARN DOORS WOOD SOFFIT 1x WOOD FASCIA METAL ROOF TRIM WOOD TRIM WOOD TRIM WOOD SILL FLASHING, SEAL TO WEATHER BARRIER FLASHING LAP WEATHER BARRIER OVER METAL FLASHING HEADER, SEE STRUCTURAL Level 1 100' -0" B TRELLIS WIRE BY OWNER C GUTTER TO CONNECT PORCH ROOF GUTTER TO RAINWATER TANK 1'-0" BARN DOOR TRACK FLASHING METAL ROOF TRIM 1x WOOD FASCIA WOOD SOFFIT Level 1 100' -0" WOOD CEILING, STAINED 108' - 0" WOOD FRAMING AS REQUIRED (2) 2x12 HEADER BARN DOOR TRACK WOOD TRIM, STAINED Level 1 100' -0" BC METAL FLASHING METAL ROOFING 1x WOOD FASCIA GUTTER, CONNECT TO RAINWATER TANK 2x6 T&G FIR DECKING (BASE) ALT S-2: PLYWOOD INSULATED NAILBOARD ROOFING UNDERLAYMENT TRELLIS BEYOND METAL ROOF TRIM WOOD SOFFIT WOOD CLOSURE INSECT SCREEN BLOCKING AS REQ'D P.T. POST, SEE STRUCTURAL TRIPLE TRACK BARN DOORS D ARC H IT E C T ERETSIGER OF V E R M O N T ET A T S N.ROBIHTIEK 21 8 2ON N S O N SCALE DATE DRAWN BY CHECKED BY © 2020, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. Pa v i l i o n a t t h e 3/4" = 1'-0" 7/23/2021 9:12:13 AM Ho r t i c u l t u r e R e s e a r c h a n d E d u c a t i o n C e n t e r Un i v e r s i t y o f V e r m o n t A501 JULY 26, 2021 PKW KNR WALL SECTIONS AND DETAILS HREC1521 SCALE: 3/4" = 1'-0"1 GABLE WALL SECTION SCALE: 3/4" = 1'-0"2 TRELLIS SECTION SCALE: 3/4" = 1'-0"4 SECTION AT A/V ALCOVE SCALE: 3/4" = 1'-0"3 PORCH SECTION REVISIONS SCALE DATE DRAWN BY CHECKED BY © 2019, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. REVISIONS AS NOTED 7/26/21 WATERBURY, VERMONT 05676 TEL.(802) 882-8789 MECHANICAL & ELECTRICAL Pearson & Associates ENGINEERS www.pearsonandassociates.com 7/ 2 3 / 2 0 2 1 1 0 : 4 4 : 5 8 A M 75 N. MAIN ST., P.O. BOX 119 HREC1521 A SUBSIDIARY OF DuBOIS & KING INC. HO R T I C U L T U R E A N D R E S E A R C H C E N T E R UN I V E R S I T Y O F V E R M O N T E101 LEGEND, SCHEDULES, AND DETAILS LED LIGHT AFF ABOVE FINISH FLOOR EC ELECTRICAL CONTRACTOR (DIVISION 26) MC MECHANICAL CONTRACTOR (DIVISION 23) CM CONSTRUCTION MANAGER GC GENERAL CONTRACTOR ES EQUIPMENT SUPPLIER TYP.TYPICAL OF ALL UTP.UNSHIELDED TWISTED PAIR LC1-x LIGHTING CONTACTOR - "x" DENOTES CIRCUIT OHU OVERHEAD UTILITIES LIGHT FIXTURES EXIT LIGHT SWITCH - SINGLE POLE SWITCH - 3-WAY DIMMER EMERGENCY LIGHT DUPLEX RECEPTACLE - GFCI PROTECTEDGFI JB JB NOT TO SCALE 42" 48" MAX (ADA) 18"18"18" 4" 54"MAX. 46" 48" 80 " - 9 6 " MIN. 80" NOTE 1 COUNTER HT. VARIES 2" IF MOUNTED UNDER WINDOW OR IN KITCHEN PENINSULAS WINDOW OR OBSTRUCTIONVERIFY BACKSPLASH HEIGHT OR PANEL REMOTE HEAD(S) BU BU WALL PHONE OUTLETDISCONNECT SWITCHES MOTOR CONTROLLERS CALL SWITCH OR WINDOW BASEBOARD RADIATIONIF MOUNTED UNDER WINDOWCOMP. OUTLETS TELEPHONE OUTLETS RECEPTACLES THERMOSTATS LIGHTING SWITCHES NOTES: 1.PANELBOARDS TO BE MOUNTED NOT HIGHER THAN 6' TO HIGHEST CIRCUIT BREAKER. IN UNITS DESIGNATED AS HANDICAPPED ACCESSIBLE, MOUNT SO THAT HIGHEST CIRCUIT BREAKER IS NOT HIGHER THAN 4' AFF. PANELS WITH HANDICAP ACCESS SHALL BE MOUNTED SO THAT HIGHEST CIRCUIT BREAKER IS NOT HIGHER THAN 4' AFF. COORDINATE WITH ARCHITECT. 2.THE ABOVE MOUNTING HEIGHTS SHALL APPLY TO ALL DEVICES UNLESS NOTED OTHERWISE ON PLANS. ALL NOTED DIMENSIONS ARE TO THE CENTERLINE OF THE DEVICE FROM THE FINISHED FLOOR. 3.WHERE EXISTING OR SPECIAL CONDITIONS PREVENT THE INSTALLATION OF DEVICES AT THE ABOVE HEIGHTS, THE E.C. SHALL VERIFY HEIGHTS ON SITE WITH ARCHITECTS. 4.ALL DEVICES IN FINISHED AREAS SHALL BE INSTALLED IN FLUSH DEVICE BOXES. NO SURFACE BOXES SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5.EC SHALL VERIFY FINAL WORKBENCH, COUNTER, CABINET, OR VANITY HEIGHTS INCLUDING BACKSPLASH, ON SITE WITH GC PRIOR TO INSTALLATION OF BOXES. PHONE/DATA LOCATION (3) CAT. 6 CABLES BACK TO I.T. ROOM PER UVM STANDARDS. www.uvm.edu/~telcom/?Page=Infrastructure%20Services.html LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER & MODEL NO.DESCRIPTION LAMPS WATTS LUMENS VOLTS REMARKS FA BASELITE RP22-62-LCBLC-LED100W-35K -LDMO-10-CRL22 PENDANT LED 100 8609 120 0-10V DIMMING FB LITHONIA BLWP4-40LHE-ADP-GZ10-LP835 4' STRIP LED 33 4329 120/ 277 FC BASELITE YL14-XX-E22-LED25W-35K-LWTM WALL MOUNT LED 25 1900 120 ARCHITECT TO SPECIFY COLOR. FD BASELITE YL14-XX-ST18-LSTC-LED25W-35K -LDM120 STEM MOUNT LED 25 1900 120 ARCHITECT TO SPECIFY COLOR. FF BASELITE SFM1-XX-LED12W-FR4-LDM120 VAPOR JAR LED 12 1019 120/ 277 ARCHITECT TO SPECIFY COLOR. PF BIG ASS FANS MK-I61-05-18-06-A728-I24 PADDLE FAN -35 -120 ARCHITECT TO SPECIFY COLOR. PROVIDE WITH WALL MOUNTED CONTROL REMOTE. CW DUAL-LITE DYN-6-HTR SURFACE LED 6 -120/ 277 EMERGENCY, COLD WEATHER RATED CW DUAL-LITE DYNC-S-G-W-6-HTR SURFACE LED 6 -120/ 277 COMBINATION EXIT/EMERGENCY, COLD WEATHER RATED DUPLEX RECEPTACLE - GFCI PROTECTED WEATHERPROOFGFI WP WIFI WIFI LOCATION (2) CAT. 6 CABLES BACK TO I.T. ROOM PER UVM STANDARDS. www.uvm.edu/~telcom/?Page=Infrastructure%20Services.html 3D COMBINATION EXIT/EMERGENCY LIGHT ELECTRICAL DISTRIBUTION PANEL DJB ASG SWITCH - 3-WAY3 NEW PAVILION PANEL 60A 120/240V 1-PHASE COPPER BUS NEW 60A 240V FUSED DISCONNECT NEMA 3R EXISTING 400A SERVICE DISCONNECT <E> DISC. <E> DISC. <E> DISC. EXISTING TROUGH NOT TO SCALE PANEL DESIGNATION SCHEDULE PANEL: P1 LOCATION: NEW PAVILION FED FROM: NEW 60A DISCONNECT MOUNTING: SURFACE 10000 AIC MAINS: 120/240V, 1-PHASE, 3-WIRE, 60A MAIN CIRCUIT BREAKER CONNECTED LOAD:6.3 kW CKT NO. kW LOAD DESCRIPTION BREAKER BREAKER DESCRIPTION kW LOAD CKT NO. P AMP AMP P 1 0.5 RECEPTACLES 1 20 20 1 RECEPTACLES 0.5 2 3 0.7 RECEPTACLES 1 20 20 1 RECEPTACLES 0.5 4 5 0.4 QUAD RECEPTACLE 1 20 20 1 EXTERIOR LIGHTING 0.1 6 7 0.8 INTERIOR LIGHTING 1 20 20 1 QUAD RECEPTACLE 0.4 8 9 0.9 RAIN COLLECTION PUMP 1 20 20 1 RAIN COLLECTION PUMP 0.9 10 11 0.4 MONITOR RECEPTACLES 1 20 20 1 PADDLE FANS 0.1 12 13 SPARE 1 20 20 1 SPARE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 NEW PAVILION APPLE STORAGE BUILDING FEEDER SCHEDULE MARK AMPS PHASE CONDUIT WIRE SIZE GROUND 60 3 (1) 1"(1) 6 XHHW-CU PER PHASE AND NEUTRAL #8 CU60N TAP EXISTING CONDUCTORS IN EXISTING TROUGH EXTERIOR 60N 60N TAP CONDUCTORS TO BE LESS THAN 10' TC 365-DAY ASTRONOMIC TIME CLOCK - INTERMATIC ET90115C GFIGFIGFI GFI GFI GFI WP GFI GFI GFI GFI GFI GFI WIFI P1 GFI WP P1 P1 P1 P1 P1 1 TEL/DATA CONDUIT TO MAIN BUILDING GFI P1 GFI60" 60" P1 P1 P1 3 3 1 2 1 1 5 4 4 4 4 4 4 4 4 4 P1 TC 3D P1 FA FD CW FB FAFAFA FAFAFA FD FC FC FF FF CW FB FB TC 3 P1FFF P1 PF PF PF CW 6 5 4 4 4 4 1 ALL TEL/DATA SHALL BE ROUTED IN UNDERGROUND CONDUIT BACK TO MAIN BUILDING. REFER TO SITE PLAN. PROVIDE CHIEF IN-WALL STORAGE BOX #PAC525FW WITH (2) DUPLEX RECEPTACLES AND STANDARD TEL/DATA DROP BEHIND THE MONITOR. COORDINATE THE EXACT LOCATION WITH ARCHITECT/OWNER. TO RAIN COLLECTION PUMP RECEPTACLES. PROVIDE LOCKABLE DISCONNECT FOR EACH PUMP. THESE DEVICES SHALL BE RECESSED MOUNTED WITH A RECESSED JUNCTION BOX AND CONDUIT IN THE EVEN THAT THE WALL FINISH IS NOT INSTALLED. ALL WIRING AND DEVICES SHALL BE SURFACE MOUNTED EMT CONDUIT AND BOXES UNLESS NOTED OTHERWISE. PROVIDE WALL MOUNTED HOLDER FOR FAN REMOTES AT THIS LOCATION. 2 3 4 5 6 SCALE DATE DRAWN BY CHECKED BY © 2019, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. REVISIONS AS NOTED 7/26/21 WATERBURY, VERMONT 05676 TEL.(802) 882-8789 MECHANICAL & ELECTRICAL Pearson & Associates ENGINEERS www.pearsonandassociates.com 7/ 2 3 / 2 0 2 1 1 0 : 4 4 : 5 9 A M 75 N. MAIN ST., P.O. BOX 119 HREC1521 A SUBSIDIARY OF DuBOIS & KING INC. HO R T I C U L T U R E A N D R E S E A R C H C E N T E R UN I V E R S I T Y O F V E R M O N T E102 SCALE: 1/4" = 1'-0" PROPOSED ELECTRICAL PLANS DJB RMR SCALE: 1/4" = 1'-0" 1 EXISTING TRANSFORMER 1 2 2 HOOP HOUSE HOOP HOUSE WOOD BUNKER APPLE STORAGE BLASBERG BUILDING 65 GREEN MOUNTAIN DRIVE NEW PAVILION ^^ ^ ^ ^ ^ ^^ ^^^^ ^ ^ ^ ^ ^ ^ ^ 3 3 3 3 4 SCALE DATE DRAWN BY CHECKED BY © 2019, BLACK RIVER DESIGN, ARCHITECTS. ALL RIGHTS RESERVED. REVISIONS AS NOTED 7/26/21 WATERBURY, VERMONT 05676 TEL.(802) 882-8789 MECHANICAL & ELECTRICAL Pearson & Associates ENGINEERS www.pearsonandassociates.com 7/ 2 3 / 2 0 2 1 1 0 : 4 5 : 0 7 A M 75 N. MAIN ST., P.O. BOX 119 HREC1521 A SUBSIDIARY OF DuBOIS & KING INC. HO R T I C U L T U R E A N D R E S E A R C H C E N T E R UN I V E R S I T Y O F V E R M O N T SE101 ELECTRICAL SITE PLAN DJB ASG SCALE: 1" = 30' NOT TO SCALE 1 2 3 2 31 2 1 4"(TYP) 2" (TYP) 2"(TYP) 2"(TYP) 1 TAP OFF EXISTING 400A DISCONNECT WITH NEW 60A FUSED DISCONNECT TO PROVIDE POWER TO NEW PAVILION. NEW DISCONNECT SHALL BE LOCATED ON EXTERIOR OF BUILDING. REFER TO ONE LINE DIAGRAM. STUB TEL/DATA CONDUIT INTO MAIN BUILDING AT TELEPHONE DEMARK. COORDINATE EXACT LOCATION WITH UVM COMMUNICATIONS DEPARTMENT. PROVIDE GFI WATERPROOF RECEPTACLE MOUNTED JUST INSIDE COVER OF RAIN COLLECTION TANK FOR FLOAT AND PUMP TO PLUG INTO. PVC BOXES AND CONDUIT ARE TO BE USED INSIDE OF TANK. RECEPTACLES SHALL BE FED FROM DISCONNECT LOCATED INSIDE BUILDING, REFER TO ELECTRICAL SHEET E102. COORDINATE ALL WORK WITH TANK AND PUMP INSTALLER. 2 ELECTRICAL CONDUIT & WIRE SCHEDULE KEY DESCRIPTION (1) 1" PVC WITH (3) #6 CU AND (1) #8 CU GND (1) 2" PVC WITH (8) CAT. 6 CABLES (1) 1" PVC WITH (3) #12 CU (1) 3" PVC FOR FUTURE FIBER. THIS SHALL BE PRICED AS ADD-ALTERNATE C-1. 1 2 3 3 4