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HomeMy WebLinkAboutSP-24-08 - Plans - Non-Record - 0870 Williston Road (2)> > > > > > > > WI L L I S T O N R O A D GEB (HSG C) FU FU (HSG D) DOUBLE TREE HOTEL ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH300 EROSION PREVENTION & SEDIMENT CONTROL PLAN PRECONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' Erosion Prevention and Sediment Control Notes Install straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Install straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Install straw wattles for sediment control prior to earth disturbance activities. SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Temporary chainlink fence for contractor staging area. Protect existing trees Install access gate Install temporary stabilized construction entrance at all construction access locations Install temporary stabilized construction entrance and stabilized staging area. Install construction limit fencing prior to start of earthwork Install construction limit fencing, maintain 20 ft. wide travel lane At a minimum, install MarshMat coir inlet filter over catch basin grates that capture construction site runoff, typical REV REV DATEDESCRIPTION SEE SHEETS CH303 & CH304 06/21/24 Construction Set Limits of South Burlington mapped River Corridor 1 8-08-2024Permit Revisions > > > > > > > > WI L L I S T O N R O A D W W W W S S S S S New SMH H1 (Dog-House) Rim 337.9 Inv. in 331.2 (8"E) Inv. Match existing co ST ST ST ST ST ST New Emergency Spillway SMH H1 Rim 336.85 Inv. in 332.10 inv. out 332.00 New sewer service. Inv. 334.50. See Plumbing plans for design within 5 feet of the building Ne w 8 " S e w e r New 8" Sewer for e b a y G G G G G 338.8 5 x 338.95 x 33 8 . 3 0 x 338.2 0 x 33 8 . 9 5 x 338 . 9 5 x 338. 5 0 x x33 8 . 5 0 x338.50 x3 3 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x 3 3 8 . 5 0 338 . 1 x 336 . 8 0 x 332.0 x 329 337 . 3 0 x 337 . 6 x 337 . 3 0 x 337.5 x 337.4 0 x x337. 8 0 337.7 0 x 336.80x x336. 6 0 x337.0 0 336 . 8 0 x 337 . 5 x x338.3 0 x33 8 . 2 Reroute gas service as needed around new storm practice. 336.30 x x 3 3 6 . 4 0 x336. 9 337. 4 0 x x336. 9 x33 6 . 8 x335.50 x335.40 x336.10 x336.00 x337.4 0 336.60 x x336.4 5 x3 3 6 . 0 1 x3 3 6 . 1 0 New vault mounted transformer x332 . 0 Replace existing hydrant and valve with new assembly 339.0 x x 3 3 7 . 5 x337.6 x337.3 x339.14 x33 7 . 2 UGP UG P 339. 0 x 337. 6 x x 3 3 6 . 6 x3 3 3 . 2 5 333 . 2 5 x 33 3 . 2 5 x ME C H Reroute site lighting conduit prior to beginning foundation excavation 336.8 5 x 337.24 x x 3 3 7 . 2 4 x336.95 3 3 6 . 9 5 x UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP New overhead pole to be installed by GMP ST ST ST ST S T 330. 0 x x 33 0 . 5 330. 6 5 x 330. 2 0 x Horizontally directional drill new HDPE conduits (DR11) under road. Any connections from HDPE to standard conduits must be made with Sur-Lock connectors Any connections from HDPE to standard conduits must be made with Sur-Lock connectors 338.50x 338.35 x Insulate sewer pipe with less than 5 feet cover under parking lot Offset sewer cleanout to keep cover out of sidewalk G G G G G G G DOUBLE TREE HOTEL ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH301 EROSION PREVENTION & SEDIMENT CONTROL PLAN SUMMER 2024 Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' Erosion Prevention and Sediment Control Notes SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Temporary chainlink fence for contractor staging area. Protect existing trees Install access gate Install and maintain temporary stabilized stone staging area Maintain temporary stabilized construction entrance and stone staging area. Maintain construction limit fencing Maintain construction limit fencing, maintain 20 ft. wide travel lane Maintain MarshMat coir inlet filter over catch basin grates that capture construction site runoff, typical Sweep pavement as needed to prevent tracking of sediment off-site. Sweep pavement as needed to prevent tracking of sediment off-site. Pumpout / Dewatering site with silt bag and straw wattles. Approximate Limit of Disturbance Maintain straw wattles for sediment control Maintain straw wattles for sediment control When installing underground piping and utilities, Contractor shall place excavated material on upslope side of trench. (typ.) When installing underground piping and utilities, Contractor shall place excavated material on upslope side of trench. (typ.) Temporarily divert upslope runoff during gravel wetland construction. Stabilize sideslopes with rolled erosion fabric. Stabilized trench backfill with gravel or stone in paved areas REV REV DATEDESCRIPTION SEE SHEETS CH303 & CH304 06/21/24 Construction Set Limits of South Burlington mapped River Corridor 1 8-08-2024Permit Revisions > > > > > > > > WI L L I S T O N R O A D W W W W S S S S S ST ST ST ST ST ST New Emergency Spillway for e b a y 329 New vault mounted transformer Replace existing hydrant and valve with new assembly ST ST ST ST S T DOUBLE TREE HOTEL ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH302 EROSION PREVENTION & SEDIMENT CONTROL PLAN WINTER 2024-25 Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' Maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Winter Construction Requirements (October 15th - April 15th) SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Temporary chainlink fence for contractor staging area. Protect existing trees Install access gate Maintain temporary stabilized construction entrance and stabilized stone staging area. Maintain construction limit fencing prior to start of earthwork Maintain construction limit fencing, maintain 20 ft. wide travel lane Maintain MarshMat coir inlet filter over catch basin grates that capture construction site runoff, typical Sweep pavement as needed to prevent tracking of sediment off-site. Sweep pavement as needed to prevent tracking of sediment off-site. Maintain straw wattles for sediment control When installing underground piping and utilities, Contractor shall place excavated material on upslope side of trench. (typ.) Stabilize sideslopes with rolled erosion fabric. Stabilized trench backfill with gravel or stone in paved areas Maintain straw wattles for sediment control Sweep sidewalk as needed to prevent tracking of sediment off-site. REV REV DATEDESCRIPTION SEE SHEETS CH303 & CH304 06/21/24 Construction Set Limits of South Burlington mapped River Corridor 1 8-08-2024Permit Revisions > > > > > > > X X X X XX X X GEB MYB(HSG D) (HSG C) A2 A1 A1 A2 A2 ST ST ST ST ST ST ST M 330. 0 x 329 330 x 33 0 . 5 3 3 1 3 3 0 330. 6 5 x x 33 0 . 0 x 32 9 . 8 3 2 9 328. 2 0 x 328. 0 0 x 330. 2 0 x 330 328. 4 x A1 A1 ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH303 EROSION PREVENTION & SEDIMENT CONTROL PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' Install straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate. Maintain until upslope drainage area reached Final Stabilization Sweep pavement as needed to prevent tracking of sediment off-site. Pumpout / Dewatering site with silt bag and straw wattles. SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION Install straw wattles or approved equal, upslope of catch basin during construction. Stockpile soil on upslope side of excavation. Topsoil, seed, and mulch disturbed areas within 48 hours of final grading Area subject to Post Construction Soil Depth and Quality Standard. See Sheet CH305 Install straw wattles downslope of disturbance prior to beginning new curb construction SE E S H E E T S C H 3 0 2 & C H 3 0 2 SE E S H E E T C H 3 0 4 SUMMER 2026 Demolish existing building. Replace with new parking area. Topsoil, seed, and mulch disturbed landscape areas within 48 hours of final grading Install silt fence downslope of disturbance prior to beginning building demolition Install straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate. Maintain until upslope drainage area reached Final Stabilization Install straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate. Maintain until upslope drainage area reached Final Stabilization Install compost filled sediment filter, straw wattles or approved equal, in swale Install orange barrier tape for construction disturbance limit barrier Install chain link construction fence around demolition area Area subject to Post Construction Soil Depth and Quality Standard. See Sheet CH305 Post Construction Soil Depth and Quality Test Pit. See Sheet CH305 Install compost filled sediment filter, straw wattles or approved equal, on paved surfaces downslope of disturbance. Maintain until upslope drainage area reached Final Stabilization At a minimum, install MarshMat coir inlet filter over catch basin grates that capture construction site runoff, typical 06/21/24 Construction Set Limits of South Burlington mapped River Corridor 1 8-08-2024Permit Revisions > 31 2 31 1 314 313 312 311 310 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 31 1 309 30 8 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306305 305 Gravel Wetland Cell #1 Ground Elevation 303.0 WSE 302.7 Forebay 310 UD UD Gravel Wetland Cell #2 Ground Elevation 303.0 WSE 302.7 UD UD B B B B B B Inte r s t a t e H i g h w a y O v e r l a y D i s t r i c t 310 31 5 UD UD ST Sawcut pavement ST ST ST ST ST ST Tie-in new curb to existing 4' high black vinyl coated chain link fence ST ST ST Remove and dispose of existing storm structure and pipe Remove and dispose of existing storm structure and pipes 6' transition to flush curb Stone dissipater pad at edge of pavement 10' wide double gate for stormwater system access New concrete curb 12 Parallel Parking Spaces > > 33 8 New 10"x8" tapping sleeve and valve. Contact Engineer and SBWD prior to performing tap. Install tracer wire termination box outside limit of sidewalk Replace existing 6" cmp with new 8" PVC SDR 35 in same location. Expand pipe penetrations, and encase with concrete, typ. See Detail. Replace ex. 8" cmp with new 8" PVC SDR 35. Ne w 1 5 " P V C s t o r m 336 . 8 0 x 337 . 3 0 x 336.80x x336. 6 0 336 . 8 0 x 15" A D S 336.30 x x 3 3 6 . 4 0 x33 6 . 8 x336.4 5 x3 3 6 . 0 1 x3 3 6 . 1 0 15 " P V C s t o r m Core and boot new penetration. Inv. 332.5 Replace curb UG P UGP UGP UGP UGP UGP UGP New overhead pole to be installed by GMP ST ST ST ST ST ST ST ST ST ST ST ST ST ST CB H5 rim 326.40 inv. in 322.30 inv. out 322.20 New STMH H3 Rim 334.3 Inv. 330.0 ± (15") (Confirm with pre-construction excavation) inv out 329.9 (15") Replace existing 15" cmp with new 15" PVC SDR 35 in same location CB H4 Rim 331.0 inv. in 326.1 inv. out 326.0 Cap existing waterline Repair curb See Pavement and Subbase Trench Repair detail Horizontally directional drill new HDPE conduits (DR11) under road. 339 33 7 33 7 336 335 334 333 ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH304 Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' SEE SHEETS CH101 & 102 EROSION PREVENTION & SEDIMENT CONTROL PLAN GRAVEL WETLAND & STORMWATER SYSTEM See Post Construction Erosion Control Notes on Sheet CH103 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 GRAVEL WETLAND MULTI-USE PATH Stabilize sideslopes with rolled erosion fabric. After topsoil and seeding, stabilize sideslopes with rolled erosion fabric. Stabilize sideslopes with rolled erosion fabric. Install and properly key-in silt fence or straw wattles or shallow stable swale at top of slope along edge of pavement to direct runoff away from excavation Install crushed stone stable discharge area REV REV DATEDESCRIPTION Install and maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Install and maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Install and properly key-in silt fence or straw wattles prior to beginning new curb. Install orange construction limit tape on grade stakes Install construction limit barrier prior to beginning earthwork, typical Install and maintain compost filled sediment filter, straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate SE E S H E E T C H 3 0 3 SE E S H E E T C H 3 0 3 06/21/24 Construction Set Limits of South Burlington mapped River Corridor 1 8-08-2024Permit Revisions > > > > > > > > WI L L I S T O N R O A D W W W Hotel Addition 33 8 W ST ST ST ST Install stone dissipater pad ST ST New Emergency Spillway Ne w Tra n s for e b a y New 12' wide forebay weir. Top of weir @332.0'. See Detail Stabilize side slopes with topsoil, seed, and mulch New stone rip rap at outfall New 2' deep forebay, WSE @ 330.0' New Gravel Wetland #2 Ground Elev @ 329.0 WSE @ 328.70' G G G G G 338 338 338.8 5 x 338.95 x 33 8 . 3 0 x 338.2 0 x 338 . 9 5 x 338 . 9 5 x 338. 5 0 x x33 8 . 5 0 x338.50 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 ff 339.0 x 3 3 8 . 5 0 338 . 1 x 336 . 8 0 x 333 330 332.0 x 332 329 333 334 337 . 3 0 x 337 . 6 x 337 . 3 0 x 337.5 x 337.4 0 x x337. 8 0 337.7 0 x 336.80x x336. 6 0 x337.0 0 336 . 8 0 x 337 . 5 x x338.3 0 x33 8 . 2 333 331 330 332 Reroute gas service as needed around new storm practice. Existing Concrete Sidewalk New 6' Concrete Walk New 5' Concrete Walk New / Relocated ADA Spaces with depressed curb New Concrete Stairs New Pavers (typ) New Landscape Wall New Landscape Wall Remove existing asphalt and repave parking lot New Multi-Use Concrete Sidewalk with flush granite curb edging336.30 x x 3 3 6 . 4 0 x336. 9 337. 4 0 x x336. 9 x33 6 . 8 x335.50 x335.40 x336.10 x336.00 x337.40 336.60 x x336.4 5 x3 3 6 . 0 1 x 3 3 6 . 1 0 New vault mounted transformer x332 . 0 Replace existing hydrant and valve with new assembly He a t P u m p / Co n d e n s e r P a d 339.0 x x 3 3 7 . 5 x337.6 x337.3 Stabilize side slopes with topsoil, seed, and mulch. 33 7 33 6 x339.14 338 x33 7 . 2 337 339. 0 x 337. 6 x x 3 3 6 . 6 336 12" Vertical Inlet Pipes. See details. x3 3 3 . 2 5 333 . 2 5 x 33 3 . 2 5 x New Concrete Curb New Curbed Island New 6' Concrete Walk Remove and Replace Pavement New Bike Racks (3) ex. Bike Racks (2) ME C H When excavating for new pavers Contractor shall use caution as there is an existing abandoned waterline in this area, which may not be capped. A2 A1 A1 B1 B1 A1 A1 A2 A2 New Bridge Connector above 336.8 5 x 337.24 x x 3 3 7 . 2 4 x336.95 3 3 6 . 9 5 x New barrier screen B1 B1 B1 Replace existing concrete walk New 6' wide double gate Remove portion of existing VTRANS ROW fence and install new section of fence to terminate at end of new wall New benches on a concrete pad New tree grates (2) New benches New benches New Multi-Use type concrete New Concrete Walk Begin new curb at existing joint Remove asphalt, fine grade and repave Restore existing asphalt to vegetation Full subbase reconstruction New Multi-Use Concrete Sidewalk with flush granite curb edging Existing bus stop Existing hotel sign ST ST ST ST S T Restore pavement to lawn. See Landscape Plans and CH305 for Post Construction Soil Depth & Quality Standard. Remove existing tree and stump M (5) New Bike Racks for 10 bikes existing curb Install (3) Long-term dual bike lockers (Handi-Hut Series 302) for six bikes, placed on a concrete pad. 330. 0 x 330 x 33 0 . 5 33 1 3 3 0 330. 6 5 x 330. 2 0 x Pin new sidewalk to concrete foundation. See Detail. 6' curb reveal transition each side of flush Begin new curb at ex. joint Install stone dissipator pad for roof gutter. See Drip Edge Detail Install 6" thick, 1-1/2" minus crushed stone over drainage fabric, within mechanical area New Bike Racks (5) New Bike Racks (11) B1 338.50x 338.35 x SB A1 New Pavers New Pocket Park. See Landscape Plans New stone dust surface. See Landscape Plans Replace curb cut with new concrete curb New fence New fence 339 33 7 33 7 336 335 334 333 New 5' wide concrete walk concrete sidewalk New 5' concrete walk Limits of South Burlington mapped River Corridor New concrete parking curbs. Secure with (2) 5/8" - 2' long rebar through pin holes. G G G G G G G DOUBLE TREE HOTEL ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH305 POST CONSTRUCTION STABILIZATION PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' · · · · · Post-Construction Soil Depth and Quality Notes Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. Soil quality: All 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 4 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 sand or sandy loam as defined by the USDA; Shop drawing submittal is required. Find USDA sieve for sand and 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 Identifies areas on the site subject to the Standard; o Soil depth and quality shall be established towards the end of construction and once established, protected from compaction, such as from large machinery, vehicle traffic, and from erosion; and o After soil amendments and placement is complete, and prior to seeding and mulching, Contractor shall perform verification sampling in locations indicated on sampling plan. Verification sampling shall include nine, 8 inch deep (min) test holes per acre of area subject to the standard. Test holes shall be excavated using only a shovel driven solely by inspector's weight and shall be at least 50 feet apart from each other. ■A dense and vigorous vegetative cover shall be established over turf areas. SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 06/21/24 Construction Set 1 8-08-2024Permit Revisions 3" clear (min.) 2" clear (min.) 3" clear (min.) 2" clear (min.) ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH400 02/14/24 CIVIL DETAILS Permit Plan Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 1 5-06-2024Design Development 2 6-07-2024Permit Revisions NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TYPICAL TRENCH DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-1 A-1 Typical Trench.dwg April 2019 HYDRANT ASSEMBLY NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: HYDRANT ASSEMBLY Specifications Detail CHAMPLAIN WATER DISTRICT A-16 A-16 Hydrant Assembly.dwg JUNE 2019 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT Minimum Area In Square Feet, Of Bearing Surface Required For Concrete Thrust Blocks NOTE: THRUST BLOCKS ON PIPE LARGER THAN 16" DIA. SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER PIPE 1 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK INSTALL POLYETHELENE WRAP TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE THUS FACILITATING FUTURE REMOVAL TEE BEND TEE WITH PLUG NOTES: 1. CONCRETE NOT TO OVERLAP ANY JOINT. 2. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 3. ALL MECHANICAL JOINT FITTINGS TO HAVE RETAINER GLANDS. 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT NOT TO SCALE BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS 4. CONCRETE THRUST BLOCKS SHALL BE POURED TO PROPER DIMENSIONS USING SIDE FORMS. θ UNDISTURBED SOIL D" SECTION NOTES: 1) BEARING SURFACE SHOULD, WHERE POSSIBLE BE PLACED AGAINST UNDISTURBED SOIL. WHERE IT IS NOT POSSIBLE, THE CRUSHED GRAVEL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 2) BLOCK HEIGHT SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. NOT TO SCALE BEARING AREA PER SPECIFICATIONS D D MIN 24" FOR 12" PIPE OR LARGER MIN 18" FOR 10" OR SMALLER CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: BEARING BLOCK Specifications Detail CHAMPLAIN WATER DISTRICT A-27 A-27 Bearing Block.dwg April 2019 Install Mirafi 500x stabilization fabric under precast thrust block and against Undisturbed soil Install and compact 3 4" crushed stone between stabilization fabric against undisturbed soil and precast concrete thrust block Include 4" Storz connection on fire hydrant pumper nozzle. See CWD Specifications. ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH401 CIVIL DETAILS N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 02/14/24 Permit Plan CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Lockable cast iron cover colored blue for standard pentagon wrench. Adjustable cast iron 5 1/4" diameter valve box 18"x18"x4" concrete collar in unpaved areas Tracer wire Bring each tracer lead to surface for connection. Attached each lead to the cover with stainless steel screws. Maintain sufficient slack to allow cover to be removed and leads accessed. REV REV DATEDESCRIPTION 1 4-05-2024App Revisions 2 5-06-2024Design Development 3 6-07-2024Permit Revisions · · · · · · ·√ · · · · · · · · · · · · · ········· ·· · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·¾ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH402 CIVIL DETAILS N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 02/14/24 Permit Plan CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 1 4-05-2024App Revisions 2 5-06-2024Design Development 3 6-07-2024Permit Revisions ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH403 CIVIL DETAILS N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 02/26/24 Permit Plan CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Drop as required to meet new inverts shown on plans. Drop Outlet Plumbing Connection Detail Insulate all pipe trenches with less than 5' of cover Transition from plumbing pipe to new PVC SDR 35 beyond 10 feet from the building. Use appropriate coupling as allowed by the building code. (See Site Plan for sizes) N.T.S. Two 45° elbows flow See Plumbing Plans for pipe type Building foundation Finish grade 4' x 4' of 2" solid rigid insulation. (Owens Corning Foamular 400, or equal) Cast iron cleanout cover. See Cleanout detail above Wye Tee 12"±New roof drains or sanitary pipe. See Plumbing Plans for design and details within 5 ft of the building. finish floor varies New building Extend structural fill backfill at least 12 beyond back of tee and vertical pipe slope pipe 1/4"/ft min. REV REV DATEDESCRIPTION 1 4-05-2024App Revisions 2 5-06-2024Design Development 3 6-07-2024Permit Revisions ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH404 CIVIL DETAILS N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 02/14/24 Permit Plan CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS 3-26-2024 REV REV DATEDESCRIPTION 1 App Revisions 2 5-06-2024Design Development SPECIFICATIONS: Plan Section 1" x 45° Chamfer Conduit Anchor Bolts Conduit, typ. Anchor Bolts PVC PVC 24" 6 ft. min. Bury depth NOTE: See Electrical Plans for electrical, conduit, light pole bolt pattern, and grounding design. - Concrete Minimum Strength 5000psi @ 28 days - Reinforcement per Specification. Reinforcing shall be ASTM A615 Grade 60 - PVC Conduit Supplied by Others - Anchor Bolts Supplied by Others - Weights Subject to Variation (4) #4 Vertical rebar #4 rebar @ 12" o.c. horizontal (No mesh reinforcing) 30" reveal in paved areas 3" reveal in lawn areas Finished grade Coordinate bolt configuration with light pole Maintain 3" clear (min.) for rebar from top, bottom, and sides Maintain 3" clear for rebar Weep hole for grounding conductor. 24" No. 6 soft drawn copper grounding conductor. Connect to grounding lug in pole. Weep hole. Install 1/2" flexible plastic conduit for #6 AWG soft copper grounding conductor. Connect to grounding electrode using an exothermic weld. 3/4" X 10' minimum copper clad grounding electrode Top of grounding electrode 12" minimum below ground level Coordinate the pole base diameter to be at least as large as the light pole trim Coordinate the pole base diameter to be at least as large as the light pole trim 3 6-07-2024Permit Revisions Maintenance: The plant biomass should be harvested annually, and accumulated sediment removed at intervals of 5-10 years. These activities may disrupt the wetlands system and may require some vegetation re-establishment. The riser pipes may clog and will require annual clean-out (it should be done in the winter time when one can walk on the wetland). ·First Year Post-Construction: Inspection frequency should occur after every major storm in the first year following construction. o Inspect that the system drains within 24-48 hours. o The plants may need watering if necessary during the first growing season. Revegetate if the vegetation is poorly establishing. o Identify areas of erosion and make timely repairs. o Check all inlets, outlets and subdrains for proper functioning. Risers may need to be cleaned. ·Post-Construction: Inspection frequency should occur at least every 6 months and after every major storm. Activities are expected to include: o Check the basin for a dense root mat establishment of wetland vegetation. o Check and clean the risers if there is evidence of standing water, discolored water or accumulated sediments in the cells. o Check and clean the forebay for sediments, trash and debris. When sediments have accumulated to a depth of 12 inches, standing water is persistent or wetland vegetation become established, the forebay will need to be excavated and reformed. o Verify that the cells drain within 24-48 hours. Sediment will need to be removed when an accumulation of 4 inches is evident over the wetland surface. o Check and clean all outlets and overflow spillway if blocked or there is evidence of structural damage or erosion. o Remove decaying vegetation, litter and debris. o Check for foreign species. Particular care must be used to avoid the unintended introduction of invasive species such as purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). It is recommended that a qualified wetland biologist be consulted when these are found in the area of the gravel wetland. GRAVEL WETLAND MAINTENANCE NOTES: 12" ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH405 CIVIL DETAILS N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 02/26/24 Permit Plan CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Gravel Wetland Soil shall conform to the "BIORETENTION AND GRAVEL WETLAND SOIL MEDIA TESTING GUIDANCE" document prepared by the University of Vermont, Sea Grant Lake Champlain, and Watershed Consulting The gravel wetland soil shall be tested in accordance with the Phosphorus Testing Procedure below: Phosphorus testing is required for the upper media layer of the gravel wetland soil. Final mixes must have a Phosphorus Saturation Ratio (PSR) less than or equal to 0.10 and shall be tested in accordance with the following protocol: 1.Samples are to be air dried and sieved through 2mm prior to testing. 2.Air-dried, sieved soil samples are to then be extracted with the Mehlich-3 solution (0.2 M CH3COOH + 0.25 M NH4NO3 + 0.015 M HNO3 + 0.001 M EDTA) by shaking a soil-solution suspension for 5 minutes at a 1:10 ratio (soil mass in grams: solution volume in mL), followed by filtering to remove particles (pore size of 2 um is recommeded, max pore size = 8 um). 3.Extracts from the Mehlich-3 procedure are to be analyzed for P, Fe, and Al by ICP-OES. 4.The Phosphorus Saturation Ratio (PSR) is calculated as follows: PSR = Mehlich-3 extractions follow the above protocol. Other soil extractions, or extractions used to quantify total elements, are NOT acceptable for this requirement. In cases where ingredient mixing has not yet occurred, ingredients can be mixed at the intended volumetric proportions in a small batch (at least one quart in volume) for testing purposes. If this small batch testing approach is taken, the final material to be used during installation must be retested to confirm acceptable PSR. Soil samples for P, Fe, and Al analysis via Mehlich-3 extraction can be submitted to the Agricultural and Environmental Testing Laboratory (AETL) located at UVM. Plan to allow 3-4 weeks for analysis. How to take a soil sample [go.uvm.edu/soil-sampling] Submitting a soil sample [go.uvm.edu/uvm-soil-lab] where, ·PM3 = Mehlich-3 P in mg P per kg dry soil ·FeM3 = Mehlich-3 Fe in mg Fe per kg dry soil ·AlM3 = Mehlich-3 Al in mg Al per kg dry soil REV REV DATEDESCRIPTION 1 4-05-2024App Revisions 2 5-06-2024Design Development 3 5-10-2024GW Outlet Structure 4 6-07-2024Permit Revisions 1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BE GRADED AND COVERED WITH A MINIMUM OF 4" OF LOAM TOPSOIL. THE AREAS TO BE LOAMED SHALL BE FREE AND CLEAR OF ROOTS, WASTE MATERIAL AND OTHER DELETERIOUS MATERIAL. TOPSOIL SHALL BE SPREAD AND LIGHTLY COMPACTED TO A DEPTH OF 4". TOPSOIL SHALL BE APPROVED BY THE ENGINEER. ALL SIDE SLOPES ARE TO BE LOAMED. 2.ALL TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SECTION 651 OF THE VT STANDARD SPECIFICATIONS 2018 AND THE TOWN'S SPECIFICATIONS. MULCHING SHALL FOLLOW SEEDING BY NO MORE THAN 24 HOURS. 3.ALL CUT SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. ALL FILL SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. 4.THE CONTRACTOR SHALL NOT DISTURB ANY GROUND BETWEEN OCTOBER 15TH BETWEEN APRIL 15TH WINTER MONTHS, UNLESS APPROVED BY THE ENGINEER. 5.TEMPORARY SILT FENCE SHALL BE ERECTED PRIOR TO ANY CLEARING OR CONSTRUCTION. FENCING MAY BE ERECTED IN PHASES, BUT IN NO CASE SHALL GROUND DISTURBANCE PROCEED FENCING. SPECIAL AREAS MAY BE DESIGNATED BY THE OWNER FOR PRESERVATION OF EXISTING TREES. THESE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE NO DAMAGE IS DONE TO DESIGNATED TREES. 6.EXISTING PLANTINGS ARE LOCATED IN GENERAL AREAS AS SHOWN ON THIS PLAN. CONTRACTOR SHALL PROTECT PLANTINGS SO AS NOT TO DAMAGE THESE OR THEIR ROOT SYSTEMS. 7.SLOPE STABILITY BASED UPON UNSATURATED SOIL CONDITIONS. IF DURING CONSTRUCTION SATURATED SOILS ARE ENCOUNTERED, CONTACT THE ENGINEER IMMEDIATELY. GENERAL GRADING AND SITE WORK NOTES PERMANENT SEED MIX SHALL BE USED AS EARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15 AND SHALL MEET THE FOLLOWING CRITERIA: SEED % WEIGHT CREEPING RED FESCUE 40% KENTUCKY BLUEGRASS 30% PERRENNIAL RYEGRASS 30% SEEDING SPECIFICATIONS Hydroseed Additives: Fertilizer: 19-19-19 75 lbs per 1,000 gallons of water Lime: 100 lbs. per 1,000 gallons of water Mulch: 300 lbs. per 1,000 gallons of water. Tacifer: 5 lbs. per 1,000 gallons of water. If hydroseeding is used for temporary stabilization measures for turf establishment. Specifications are: 1.Areas having soil compaction as a result of construction shall have any crushed stone removed and the subgrade shall be roto-tilled prior to placing topsoil. Refer to the Post Construction Soil Depth and Quality Requirements. 2.If hand seeding, only straw mulch is to be used and secured by netting either organic or inorganic. If inorganic is used, it must be removed before the first mowing. 3.Starter fertilizer shall be applied at the manufacturer's suggested rate at the time of seeding. Fertilizer application will not be allowed in sensitive areas and adjacent to drainage ways as determined by the Engineer. 4.Watering is to be done by the Contractor and is to last for the duration of the warranty period to maintain proper growth. All apparatus necessary to apply the water must be furnished by the Contractor (i.e. hoses, sprinklers, etc.). 5.Staking of all topsoiled areas to control foot traffic will be required. Unless otherwise specified, acceptable staking materials will be grade stakes and twine or string with flagging attached for visibility. 6.A guarantee through the first mowing is required with any sparse or bare areas larger than 1 sq. ft. to be redone. 7.The Contractor is responsible for the first mowing. After the first mowing and prior to the Owner taking responsibility for the lawn areas the Contractor and an Owner's Representative shall meet to inspect the vegetation establishment. 8.Contractor is responsible for all topsoil to complete the project as shown. If existing volume of topsoil is inadequate, the Contractor, at no cost to the Owner, shall purchase offsite approved topsoil as necessary. Refer to Post Construction Stabilization Plan for additional requirements ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH406 CIVIL DETAILS N.T.S A A B B SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 06/21/24 Construction Set 1 8-01-2024Permit Revisions ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t CH407 CIVIL DETAILS N.T.S SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 04/05/24 Permit Plan CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 1 5-06-2024Design Development TURBIDITY MONITORING: CONTRACTOR SHOULD HAVE A TURBIDITY MONITOR ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION AND KNOW HOW TO OPERATE THE MACHINE. THERE IS NO SPECIFIC BRAND NAME FOR MONITOR BUT MUST BE ABLE TO IDENTIFY THE NEPHELMETIC TURBIDITY UNITS OR NTUs. TESTING LOCATIONS ARE SHOWN ON THIS PLAN BASED ON EXISTING SITE CONTOURS AND WATER FLOW. PLEASE NOTE THERE WILL LIKELY BE ADDITIONAL LOCATIONS WATER WILL NEED TO BE TESTED THROUGHOUT CONSTRUCTION WHERE WATER LEAVES THE CONSTRUCTION SITE. FIND FURTHER NOTES AND DETAILS ON PAGE C-2.09. ALSO REFER TO THE STATE OF VERMONT STORMWATER DIVISION'S TECHNICAL GUIDANCE SHEET, "MONITORING OF TURBIDITY IN STORMWATER RUNOFF FROM CONSTRUCTION ACTIVITIES". 2 6-07-2024Permit Revisions ” EMBED POST IN 12" DIAMETER VAOT CLASS C (3,000 PSI) CONCRETE FENCE PANEL. SEE SPECIFIC FENCE DETAIL SEE SPECIFIC FENCE DETAIL FOR POST SPECIFICATIONS TYPICAL CONCRETE ENCASED POST DETAIL SEE FENCE DETAIL FOR CLEARANCE BETWEEN GROUND AND BOTTOM OF FENCE PANEL Mound concrete above grade 2" W W W W S S S SS Ne w Tr a n s UGP UGP ME C H UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP ST ST ST ST ST ST ST S T M He a t P u m p / Ch i l l e r P a d for e b a y ME C H > > > > > > > > X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X XX X X X X UP UP DN (2) QP (2) AFA (2) AFA (6) RR (2) QP (3) RR (46) HH (2) GT (2) QB (19) SB (12) RR (123) RA (2) NS (10) JCS (6) JVE (7) SB LAWN LAWN LAWN (1) QR (6) TM (186) SH (17) AML (17) PV (11) PV (4) TMH (17) AML (28) HS (1) QB(43) PFA (5) HA (2) TM (29) HS (34) AML (1) QR (6) HPL (100) SH (1) QR EXISTING TREE TO REMAIN, TYP. (18) AML (3) GT (2) AFA (2) QP (2) AFA (28) PFA (91) HH (6) RR (16) JCS (14) IVR (5) AGA (7) AMS (50) RA (38) PA (42) RF (141) HH (74) CA (76) CA (40) PFA (88) HH (28) PFA (46) HH (2) TM (1) QR (55) HH (5) DL (7) HPL (7) JCS (1) QR (1) QR (14) DL (48) HH (4) TM (29) HS (26) RA (7) DL (78) SH (58) HH (37) SS (8) DL (52) SS (58) HH (60) SH (22) RA (12) HPL LAWN LAWN (17) AML EXISTING HOTEL PROPOSED HOTEL EXPANSION (109) HH (7) JVE (7) IVJ (1) QB (3) GT (3) G T LA W N (8) R R (54) RA (81) SH (69) SS (47) HH (90) SH (1) GT (54) CA (178) RF LAWN (36) AML REMOVE EXISTING CONCRETE WALK EXISTING BUS STOP PAD NEW CONCRETE PAVER UNDER SKY BRIDGE NEW CONCRETE PAVER NEW CONCRETE SIDEWALKS, TYP. NEW CONCRETE PAVER NEW CONCRETE SIDEWALK, TYP. NEW CONCRETE SIDEWALK WITH STEP 2' HIGH x 18" WIDE FREESTANDING WALL, BRICK VENEER TO MATCH BUILDING, FLUSH GRANITE CAP REMOVE EXISTING RETAINING WALL EXISTING CONCRETE PAVER (3) BIKE RACKS = (6) SHORT-TERM BIKE PARKING SPACES 2' HIGH x 18" WIDE FREESTANDING WALL, BRICK VENEER TO MATCH BUILDING, FLUSH GRANITE CAP 6' 5 ' 6 ' NEW CONCRETE SIDEWALKS, TYP. 6' NEW CONCRETE WALK NEW CONCRETE PAVERS SN O W ST O R A G E EXISTING HOTEL SIGN NEW POLE LIGHT, TYP. LAWN 4' x 8' JAMISON TREE GRATE BY URBAN ACCESSORIES, TYP. OF 2 LAWN LAWN EXISTING TREE TO REMAIN, TYP. (5) BIKE RACKS ON CONCRETE PAD = (10) SHORT-TERM SPACES WOOD SLAT SCREEN WALL UTILITY ENCLOSURE W/ GRAVEL PATH AND SOUND ATTENUATION PANELS LAWN LAWN PROPOSED HOTEL EXPANSION SN O W ST O R A G E RETURN CHAIN-LINK FENCE TO NEW WALL PER VTRANS NEW BOLLARD LIGHT, TYP. (11) BIKE RACKS ON CONCRETE PAD = (22) SHORT-TERM SPACES (5) BIKE RACKS ON CONCRETE PAD = (10) SHORT-TERM SPACES FENCE W/ PEDESTRIAN GAP BENCHES ON CONCRETE PAD EXISTING FLAGPOLES TO REMAIN, TYP. OF (4) NE W P O L E LIG H T , T Y P . LA W N LO N G - T E R M B I K E P A R K I N G STONE DUST PLAZA W/ SEATING EXISTING FLAG LIGHTS TO REMAIN EXISTING PLANTING TO REMAIN PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. M (3) GT LAWN (3) AFA (8) RR NEW POLE LIGHT, TYP. LAWNLONG-TERM BIKE PARKING SCALE OF FEET 20020 40 SCALE: 1" = 20'-0" COPMRIGHT › SMITH BUCKLEM ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONSAT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION Planting Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV DESCRIPTION REV DATE CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com VT802.864.0010 wagnerhodgson.comNY518.567.1791 WH LA WAGNER HODGSON LANDSCAPE ARCHITECTURE NEW PARKING TO REPLACE NORTH WING P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING T R E E S AFA 11 Acer x freemanii 'Armstrong'ARMSTRONG MAPLE 3" - 3.5" CAL.AS SHOWN AGA 5 Amelanchier x grand. 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 10'-12' HT.AS SHOWN GT 12 Gleditsia var. inermis triacanthos 'Skyline'SKYLINE HONEYLOCUST 3.5" - 4" CAL.AS SHOWN JVE 13 Juniperus virginiana 'Emerald Sentinel'EMERALD SENTINEL RED CEDAR 6' - 7' HT.AS SHOWN NS 2 Nyssa sylvatica BLACK TUPELO 3" - 3.5" CAL.AS SHOWN QB 4 Quercus bicolor SWAMP WHITE OAK 3.5" - 4" CAL.AS SHOWN QP 6 Quercus palustris 'Green Pillar'COLUMNAR PIN OAK 3" - 3.5" CAL.AS SHOWN QR 6 Quercus robur 'Fastigiata'COLUMNAR ENGLISH OAK 3" - 3.5" CAL.AS SHOWN S H R U B S AML 139 Aronia melanocarpa 'Low Scape Mound'LOW SCAPE MOUND CHOKEBERRY #5 3' O.C. AMS 7 Aronia melanocarpa 'Low Scape Snowfire'LOW SCAPE SNOWFIRE CHOKEBERRY #5 3' O.C. DL 34 Diervilla lonicera NORTHERN BUSH HONEYSUCKLE #5 AS SHOWN HA 5 Hydrangea arborescens 'Annabelle'ANNABELLE SMOOTH HYDRANGEA #5 AS SHOWN HPL 25 Hydrangea paniculata 'Little Lime'LITTLE LIME PANICLE HYDRANGEA #5 AS SHOWN IVJ 7 Ilex verticillata 'Jim Dandy'JIM DANDY WINTERBERRY #5 AS SHOWN IVR 14 Ilex verticillata 'Red Sprite'RED SPRITE WINTERBERRY #5 AS SHOWN JCS 33 Juniperus chinensis var. 'sargentii'SARGENT'S JUNIPER #5 AS SHOWN PFA 139 Potentilla fruiticosa 'Abbottswood'ABBOTTSWOOD POTENTILLA #3 3' O.C. RA 275 Rhus aromatica 'Gro Low'LOW GROW SUMAC #3 3' O.C. RR 35 Rosa rugosa RUGOSA ROSE #3 AS SHOWN SB 26 Syringa 'Bloomerang Dark Purple'DARK PURPLE BLOOMERANG LILAC #5 AS SHOWN TM 14 Taxus x media 'Green Wave'GREEN WAVE YEW 2.5' - 3' B&B 5' O.C. TMH 4 Taxus x media 'Hicksii'HICKSII YEW 2.5' - 3' B&B 4' O.C. O R N A M E N T A L G R A S S E S CA 204 Calamagrostis acutiflora "Karl Foerster'FEATHER REED GRASS #2 24" O.C. SH 595 Sporobolus heterolepsis PRAIRIE DROPSEED #1 18" O.C. SS 158 Schizachyrium scoparium 'Twilight Zone'TWILIGHT ZONE LITTLE BLUESTEM #1 18" O.C. P E R E N N I A L S HH 787 Hemerocallis 'Happy Returns'HAPPY RETURNS DAYLILY #1 18" O.C. HS 86 Hosta 'Sum and Substance'SUM AND SUBSTANCE HOSTA #2 30" O.C. PA 38 Perovskia atriplicifolia 'Little Spire'DWARF RUSSIAN SAGE #1 24" O.C. PV 28 Polygonatum odoratum 'Variegatum'SOLOMON'S SEAL #1 24" O.C. RF 220 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. ISSUED: STATUS: LH-001 03/27/24 Permit ISSUED FOR PERMIT 1 REVISED 04/05/24 2 REVISED 06/19/24 3 REVISED 08/15/24 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL. CUTS SHALL BE MADE FLUSH, LEAVING NO STUBS. NO TREE PAINT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MIN. OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED NEW SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. DUCK BILL TREE ANCHOR NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. SHRUB SET TO BE PLUMB SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 2" 12 " M I N . FINISH GRADE NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE SPACING "D"ROW "A"NUMBER OF PLANTS/SQ.FT. 60" O.C.51.96"0.04 48" O.C 41.52"0.07 42" O.C.36.52"0.10 36" O.C.31.20"0.12 30" O.C.26.00"0.18 24" O.C.20.76"0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE SHRUB SPACING PLANT CENTER PLANT ROW A A D D D D D ALL EQUAL OR AS SHOWN ON PLANTING PLAN SEEDED LAWN: CATAMOUNT SEED GREEN MOUNTAIN SPECIAL MIX SCREENED LOAM SUBGRADE 4" FINISH GRADE BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 PLANTING BED 316" BORDER CONCEPTS 'BORCON' STEEL EDGING TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR LAWN FINISHED GRADE 12" MIN. PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS PLANTING BED WITH 2" SHREDDED HARDWOOD MULCH 3" VARIES SEE PLAN BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR PLANTING BED 1"-1 1 2" WASHED ROUND STONE, HINESBURG SAND AND GRAVEL OR EQ. LANDSCAPE ARCHITECT TO APPROVE SAMPLE 316" BORDER CONCEPTS UNFINISHED STEEL EDGING 4" DIA. PERF. DRAIN PIPE - SEE CIVIL DWGS FOR CONNECTION TO STORM WATER FILTER FABRIC BUILDING WALL 66 7/16 [1688] ALUMINUM CASTING (4) SURFACE MOUNT TABS WITH Ø 1/2" HOLE FOR ANCHORING. NON-CORROSIVE HARDWARE SUPPLIED BY OTHERS. 18 [459] 24 [612]26 27/64 [671] 26 21/64 [669] GRADE 69 [1750] THERMALLY MODIFIED ASH 6 [152] 32 1/8 [816] 15° GRADE Ø3/4 [Ø19] THRU 1 [25] Ø1 1/2"[38]TUBING 28 [711] PLAN VIEW TYPICAL PANEL ELEVATION 6' VARIES : 5' O.C. MAX.4"X4" ALUMINUM POST ALUMINUM SLAT, COLOR TO MATCH UTILITY SCREEN ON ROOF - SEE ARCHITECT 5'9" Res. (6'9" Com.) 2 693 4 Standard Joint Sand or Polymeric Sand Unilock Pavers 1" Bedding Material: Open-Graded, Crushed, Angular ASTM No.8 or No.9 (HPB) 6" Min. Base Material: Open-Graded, Crushed, Angular ASTM No.57 Subgrade - Undisturbed Drivegrid Geogrid or Geotextile 1 1/2" = 1'-0" DECIDUOUS TREE PLANTING 2 1/2" = 1'-0" CONIFEROUS TREE PLANTING 3 1" = 1'-0" SHRUB PLANTING 4 1" = 1'-0" GROUNDCOVER PLANTING 5 1/2" = 1'-0" PLANTING DIAGRAM 6 3/4" = 1'-0" SEEDED LAWN 7 1" = 1'-0" PLANTING BED EDGING 8 1" = 1'-0" MAINTENANCE STONE ISSUED: STATUS: SCALE: VARIES COPMRIGHT › SMITH BUCKLEM ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONSAT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION LH-002 03/27/24 Landscape Details SD Progress Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV DESCRIPTION REV DATE CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com VT802.864.0010 wagnerhodgson.comNY518.567.1791 WH LA WAGNER HODGSON LANDSCAPE ARCHITECTURE 10 3/4" = 1'-0" LANDSCAPE FORMS NEOLIVIANO BENCH - 69" LENGTH - BACKED93/4" = 1'-0" LANDSCAPE FORMS BOLA BIKE RACK 1 REVISED 04/05/24 2 PERMIT 06/19/24 ISSUED FOR PERMIT 14 1/2" = 1'-0" PALMSHIELD MERCURY ALUMINUM UTILITY SCREEN WALL133/4" = 1'-0" JERITH PATRIOT FENCE - 48" HT. 11 3/4" = 1'-0" MAGLIN 210 CLUSTER SEATING - DIRECT BURIAL 12 1" = 1'-0" UNILOCK ARTLINE PAVER - SMOOTH FINISH - RANDOM BUNDLE COLOR TBD Luminaire Schedule Project: Hotel Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description [MANUFAC]Filename 2 A1 Single 8656 79 0.850 RFL540-SE-[R65]-3000K, 18ft Pole WE-EF USA 111-0497_us.ies 4 A2 Single 8656 79 0.850 RFL540-SE-[R65]-3000K, 18ft Pole WE-EF USA 111-0497_us.ies 3 A2-2 Back-Back 8656 79 0.850 RFL540-SE-[R65]-3000K, 18ft Pole WE-EF USA 111-0497_us.ies 6 B1 Single 1055 29 0.850 KTY234 LED II-[C60]-3000K WE-EF USA 114-9181.ies 2 DW Single 1153 27 0.850 DOC220-FT LED-3000K, Cailing Mounted 12ft WE-EF USA 134-1483_us.ies 6 S4 Single 1617 29 0.850 SLS420 LED-[A60]-3000K, Wall Mounted 9ft to LC WE-EF USA 131-0244_us.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description Site Illuminance Fc 0.71 8.9 0.0 N.A.N.A.10ft Grid Parking Lot - Front Illuminance Fc 2.29 7.4 0.4 5.73 18.50 10ft Grid W W W W S S S SS Ne w Tr a n s UGP UG P UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP ST ST ST S T M He a t P u m p / Ch i l l e r P a d for e b a y > > > > > > > > X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X XX X X X X UP UP DN A2-2 A2-2 A1 B1 A2 A2 A2 A2 DW EXISTING HOTEL PROPOSED HOTEL EXPANSION B1 B1 B1 B1 S4 S4 S4 S4 S4 A2-2 DW A1 S4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 1.9 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 2.6 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.7 1.5 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 2.1 3.6 3.1 1.6 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.9 2.8 3.8 3.6 2.6 1.6 1.0 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.4 0.6 0.9 2.0 2.3 2.3 2.7 2.3 1.7 1.3 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 2.7 0.0 0.1 0.1 0.3 1.0 2.6 3.8 2.6 2.2 1.8 1.8 1.5 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.3 0.4 0.2 0.4 0.5 0.3 0.9 3.4 1.5 0.1 0.3 1.6 3.3 3.8 3.3 2.5 1.8 1.4 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 1.0 2.2 0.8 0.4 2.2 3.1 0.5 0.5 0.7 0.3 0.0 0.0 0.8 1.4 2.1 2.4 2.1 1.7 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.6 0.5 0.8 1.0 0.4 0.5 3.0 0.9 0.1 0.0 0.1 0.3 1.3 1.0 1.3 1.4 1.2 1.0 0.8 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 0.9 0.8 0.7 0.6 0.4 0.4 1.8 1.0 0.2 0.1 0.1 0.2 0.8 4.1 2.9 0.4 0.6 0.7 0.8 0.8 0.7 0.6 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.6 0.5 0.5 0.4 0.4 0.4 0.5 0.6 0.9 1.2 1.6 1.6 1.3 1.2 0.9 0.5 0.3 0.3 0.2 0.3 1.5 0.5 0.2 0.4 0.9 0.4 0.1 0.0 0.5 0.3 0.2 0.4 0.4 0.4 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.0 0.8 0.7 0.6 0.5 0.5 0.6 1.0 1.5 2.1 2.7 3.1 3.2 2.4 1.3 0.7 0.4 0.2 0.1 0.4 1.9 1.4 0.1 0.1 0.2 0.6 2.8 0.6 0.1 0.5 8.8 0.8 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.3 1.3 1.3 1.0 0.8 0.7 0.8 1.2 2.0 3.6 6.1 7.4 4.9 2.0 1.1 0.7 0.4 0.3 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.6 2.1 0.4 0.1 0.1 0.7 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 2.3 2.4 2.0 1.5 1.1 1.0 1.1 1.5 3.2 6.2 7.2 5.1 2.8 1.7 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.2 1.1 0.8 0.1 0.1 0.1 0.1 0.0 0.0 0.5 8.5 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 3.1 3.8 2.9 2.0 1.4 1.2 1.4 2.0 3.0 3.5 3.2 2.8 2.2 1.7 1.2 0.9 0.6 0.5 0.3 0.2 0.1 0.2 2.0 2.5 0.1 0.0 0.0 0.0 0.0 0.0 0.1 3.0 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 1.5 4.2 3.8 2.5 1.8 1.4 1.4 1.6 1.6 1.9 2.2 2.1 1.8 1.7 1.5 1.1 0.9 0.7 0.4 0.2 0.1 0.1 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.5 0.8 3.5 3.7 2.7 2.0 1.6 1.4 1.4 1.4 1.7 2.0 2.0 2.1 2.2 2.1 1.6 1.3 1.1 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 0.6 1.2 3.7 3.1 2.5 2.0 1.5 1.5 1.6 1.9 2.2 2.5 2.9 3.3 3.4 3.4 2.6 1.5 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 0.7 0.7 0.6 0.7 3.4 4.2 3.3 2.4 1.9 1.8 2.1 2.5 2.8 3.1 4.4 6.6 7.9 5.5 2.4 1.2 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.2 1.0 0.9 0.8 0.8 1.7 4.4 4.0 2.7 2.3 2.4 2.9 3.7 4.3 5.7 7.9 8.5 6.0 3.2 1.7 0.9 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 1.6 1.7 1.4 1.1 0.9 1.1 3.5 3.8 2.8 2.4 2.8 4.4 6.9 8.9 7.3 5.2 4.0 3.2 2.2 1.4 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 3.0 2.9 2.0 1.4 1.0 0.9 1.2 2.9 2.3 2.4 4.0 6.9 7.9 6.2 3.8 2.7 2.5 1.9 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 3.1 3.8 2.7 1.8 1.2 0.9 0.8 1.6 2.2 2.7 3.4 3.8 3.5 3.1 2.5 2.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.7 4.0 3.2 2.1 1.4 1.0 0.7 0.8 1.3 1.8 1.6 1.8 2.0 1.8 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 3.2 2.9 2.1 1.5 1.1 0.7 0.6 0.7 1.0 1.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.4 2.9 2.4 1.9 1.3 0.8 0.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 3.5 3.5 2.3 1.5 0.8 0.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 3.0 4.0 2.7 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.6 4.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.0 0.0 0.0 0.4 0.2 0.1 0.0 0.0 0.3 0.5 0.8 0.7 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.3 1.2 0.2 0.2 0.1 0.0 0.1 0.1 0.2 0.4 0.7 1.2 1.9 3.0 0.7 0.3 0.2 0.1 0.0 0.1 0.1 0.2 0.4 0.8 1.4 2.4 3.7 2.3 0.6 0.2 0.1 M A1 A1 0.0 0.0 0.0 0.4 0.2 0.1 0.0 0.0 0.3 0.5 0.8 0.7 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.3 1.2 0.2 0.2 0.1 0.0 0.1 0.1 0.2 0.4 0.7 1.2 1.9 3.0 0.7 0.3 0.2 0.1 0.0 0.1 0.1 0.2 0.4 0.8 1.4 2.4 3.7 2.3 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.7 1.3 2.1 3.5 3.8 0.7 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.6 1.1 1.8 2.7 2.9 1.7 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.5 0.9 1.5 1.9 2.3 2.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.5 2.0 2.3 1.6 0.3 0.2 0.1 0.0 0.0 0.1 0.1 0.3 0.6 0.9 1.3 2.0 2.8 3.5 0.9 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 1.8 2.8 4.0 2.1 0.5 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.9 1.4 2.2 3.3 3.5 0.5 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 1.0 1.6 2.1 2.0 1.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.3 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.7 0.9 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.00.0 SCALE OF FEET 20020 40 ISSUED: STATUS: SCALE: 1" = 20'-0" COPMRIGHT › SMITH BUCKLEM ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONSAT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION LH-003 08/08/24 Landscape 100% CD Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV DESCRIPTION REV DATE CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com VT802.864.0010 wagnerhodgson.comNY518.567.1791 WH LA WAGNER HODGSON LANDSCAPE ARCHITECTURE Lighting NEW PARKING TO REPLACE NORTH WING A1/A2/A2-2 B1 DW S4 ISSUED FOR PERMIT 1 REVISED 08/15/24 > > > > > > > > W W W W S S S SS Ne w Tr a n s UGP UGP ME C H UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP ST ST ST ST ST ST ST ST M He a t P u m p / Ch i l l e r P a d X XX X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X XX X X X X LAWN SITE AMENITY : POCKET PARK- 13,800 SQ. FT. - SEATING AREA - ORNAMENTAL PLANTING - SCREENING LANDFORMS - SMALL RECREATION LAWN EXISTING HOTEL PROPOSED HOTEL EXPANSION SCALE OF FEET 20020 40 ISSUED: STATUS: SCALE: 1" = 20'-0" COPMRIGHT › SMITH BUCKLEM ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONSAT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION LH-004 03/27/24 Open Space Plan Permit Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV DESCRIPTION REV DATE CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com VT802.864.0010 wagnerhodgson.comNY518.567.1791 WH LA WAGNER HODGSON LANDSCAPE ARCHITECTURE ISSUED FOR PERMIT SITE AMENITY SPACE TOTAL GROSS FLOOR AREA : 228,782 SQ. FT. REQUIRED (6% OF TOTAL GFA) : 13,727 SQ. FT. PROVIDED TOTAL : 13,800 SQ. FT. 1 REVISED 04/05/24 1 REVISED 06/19/24 (75) > > > > > > > > W W 308 S S S co Ne w Tr a n s UGP ME C H MT C U G P UGP UGP UGP UGP UGP UGP UGP UGP UD ST ST ST ST ST ST ST ST ST ST ST ST ST M ST ST He a t P u m p / Chi l l e r P a d for e b a y XX X X X X X X X X XX X X X X X X X X X X XX X X PROPOSED PARKING GARAGE EXISTING CONFERENCE CENTER (20) (21) (22) (23)(24) 2 3 5 4 48 56 55 57 58 59 54 53 52 51 50 7 8 9 10 11 12 14 13 23 22 15 16 17 18 19 20 21 28 27 29 30 31 32 33 24 26 25 (19) 35 36 37 38 34 39 40 41 42 43 44 45 46 47 49 FUTURE BUILDING (17) (16) (14)(15) (13) (25)(26) (5) (7) 62 61 60 1 6 94 95 (1) 63 96 64 65 66 67 68 69 70 89 90 91 92 93 72 71 73 74 75 76 80 81 85 84 83 82 88 87 86 77 79 (2) (3) (9) (10) (11) (12) (18) (4)(6) (8) 78 TREE PROTECTION NOTES 1.Proposed methods, and schedule for effecting tree and plant protection shall be submitted for approval. 2.Proposed methods, materials, and schedule for root pruning, construction pruning, and tree fertilization shall be submitted for approval. 3.Certain specimen trees adjacent to construction areas and in other key locations will be identified by the Owner and the Architect, and marked with red tags. Loss of any of these trees will result in fines assessed at $5,000 per tree. Damage to all other trees on the property will be assessed at the rate of $500 per inch caliper of the tree. 4.A fine of $1,000 will be levied against the Contractor for each incident of construction inside tree protection areas. 5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect and Owner in accordance with the International Society of Arboriculture (ISA) Guide. 6.Trees or roots visibly damaged will cause the Owner to withhold from the Contractor an assessed amount conforming to the requirements stipulated above for a period of two years. After that period the impact of the damaged to any tree will be assessed accordingly. 7.If any trees or shrubs designated to be saved are damaged and replacement is required, a number and diameter of trees or shrubs of the same species and variety, as specified by the Owner and Architect, shall be furnished and planted by the Contractor. The total inch diameter of the replacement trees or shrubs shall equal the diameter of the tree or shrub to be replaced. The Contractor shall not be liable for any loss or damage which occurs while the Contractor is complying with instructions given by the Owner, Architect, or arborist working on the Project. 8.The Contractor's attention is called to the fact that certain areas on the site exist as natural woodland spaces and are to remain as natural woodlands. Therefore, all construction operations must be performed in such a manner, which will preserve these existing natural environments as wood preserves. 9.Designated areas of trees, understory, and wildflowers are to remain untouched and unharmed. 10.Clearly mark all clearing limits in the field and accompany Architect on a joint review of clearing limits before clearing operations have commenced. Limit of clearing is generally defined as the limit of grading. 11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanized steel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feet on center maximum. 12.Prior to start of demolition work and clearing and grubbing operations, tree protection fencing shall be installed in accordance with the following: 13.Fencing shall be installed at the tree protection areas indicated on the Drawings. 14.Fencing shall be installed a minimum of 15 feet beyond the drip line of the trees to be protected, unless otherwise approved by the Architect. 15.Where construction will be in close proximity to existing trees designated to remain, roots shall be pruned. Proximity shall be as determined in the field by the Landscape Architect or Arborist. 16.Suitable means for root pruning include,trenching, vibrating plow, and water jet pruning. Any method which tears roots or disturbs the soil beyond the grading limit is unacceptable. 17.Trees to receive root pruning shall be reviewed by an arborist for canopy pruning, fertilization and trench backfill recommendations. 18.Selective clearing within tree protection areas shall only be performed when and as directed by the Landscape Architect. Refer to Section 02115, selective clearing. 19.Except as otherwise indicated or requested by Landscape Architect, temporary protection devices and facilities installed during course of the work shall be removed only after all work which may injure or damage trees and plants is completed. SCALE OF FEET 30030 60 EXISTING TREES TO BE REMOVED (1)15" cal. Locust (2)12" cal. Locust (3)8" cal. Maple (4)6" cal. Apple (5)30" cal. Locust (6)15" cal. Apple (7)8" cal. Apple (8)18" cal. Apple (9)18" cal. Oak (10)18" cal. Oak (11)12" cal. Oak (12)12" cal. Oak (13)6" cal. Pine (14)6" cal. Pine (15)6" cal. Pine (16)12" cal. Oak (17)18" cal. Oak (18)12" cal. Oak (19) 60" cal. Willow (20) 18" cal. Spruce (21) 18" cal. Spruce (22) 20" cal. Spruce (23) 20" cal. Spruce (24) 20" cal. Spruce (25) 24" cal. Spruce (26) 18" cal. Spruce EXISTING TREES TO REMAIN 1. 24" cal. Locust 2.36" cal. Locust 3.6" cal. Locust 4.10" cal. Pin Oak 5.8" cal. Pin Oak 6.8" cal. Pin Oak 7.10" cal. Pin Oak 8.18" cal. Pink Oak 9. 20" cal. Tree 10.12" cal. Locust 11.10" cal. Pin Oak 12. 10" cal. Pin Oak 13.12" cal. Red Oak 14.12" cal. Red Oak 15.8" cal. Apple 16.10" cal. Ash 17.10" cal. Ash 18.10" cal. Ash 19.10" cal. Ash 20.10" cal. Locust 21.10" cal. Locust 22.8" cal. Ash 23. 12" cal. Ash 24.6" cal. Pine 25.6" cal. Pine 26.6" cal. Pine 27.12" cal. Locust 28.15" cal. Locust 29.12" cal. Locust 30.12" cal. Locust 31.10" cal. Locust 32.10" cal. Locust 33.12" cal. Locust 34.15" cal. Locust 35.18" cal. Locust 36.8" cal. Austrian Pine 37. 10" cal. Austrian Pine 38.12" cal. Apple 39.15" cal. Locust 40.12" cal. Apple 41.8" cal. Austrian Pine 42.8" cal. Austrian Pine 43. 15" cal. Pin Oak 44.15" cal. Locust 45.15" cal. Locust 46.8" cal. Linden 47.12" cal. Linden 48.12" cal. Locust 49.12" cal. Austrian Pine 50.20" cal. Pine 51.12" cal. Linden 52.12" cal. Linden 53.18" cal. Linden 54.12" cal Linden 55. 12" cal. Pin Oak 56.15" cal. Pin Oak 57.6" cal. Hawthorn 58.10" cal. Hawthorn 59.12" cal. Linden 60.12" cal. Norway Maple 61.12" cal. Norway Maple 62.12" cal. Norway Maple 63.10" cal. Norway Maple 64.10" cal. Norway Maple 65.10" cal. Norway Maple 66.10" cal. Norway Maple 67.10" cal. Norway Maple 68.10" cal. Norway Maple 69.10" cal. Norway Maple 70.10" cal. Norway Maple 71.6" cal. Apple 72.20" cal.Locust 73.20" cal. Locust 74.8" cal. Apple ISSUED: STATUS: SCALE: 1" = 20'-0" COPMRIGHT › SMITH BUCKLEM ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONSAT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION LH-005 03/27/24 Existing Tree Plan Permit Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV DESCRIPTION REV DATE CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com VT802.864.0010 wagnerhodgson.comNY518.567.1791 WH LA WAGNER HODGSON LANDSCAPE ARCHITECTURE 1 REVISED 04/05/24 2 75. 18" cal. Locust 76. 12" cal. Locust 77.20" cal. Locust 78. 18" cal. Locust 79.10" cal. Locust 80.15" cal. Locust 81.15" cal. Locust 82.6" cal. Lilac 83.6" cal. Lilac 84.6" cal. Lilac 85.8" cal. Locust 86.12" cal. Pin Oak 87.8" cal. Pin Oak 88.8" cal. Pin Oak 89.12" cal. Pin Oak 90.6" cal. Pin Oak 91.6" cal. Pin Oak 92.8" cal. Pin Oak 93.8" cal. Pin Oak 94.6" cal. Pin Oak 95.6" cal. Red Oak 96.6" cal. Pin Oak PERMIT 06/17/24 ISSUED FOR PERMIT Roof Solar Area Sketch Drawing: Date: Project: Title: Job No: SKC-1 Scale:N.T.S. Drawing: Date: Project:DoubleTree Hotel Addition Title: Job No: Scale: 22283 06/17/2024 164 Main Street, Suite 201 Colchester, Vermont 05446 P: (802) 878-0375 www.krebsandlansing.com Shaded Area represents possible 40% (4,156 s.f.) rooftop solar coverage area layout ^ ^ o o o o o o o o o o o o o o o o o o o o o o o o X X X X X X X X X > C E N T E N N I A L W O O D S W A Y ^ ^ X X X X X X X o o o o o o X X CEN T E N N I A L W O O D S W A Y X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X XXXX X X o o o o o o o o o o o o o o o o o o o o o INT E R S T A T E 8 9 Exit 1 4 O f f R a m p FAHC HELICOPTER LAN D I N G P A D FAHC HELICOPTER LAND I N G P A D WI L L I S T O N R O A D Inte r s t a t e H i g h w a y O v e r l a y D i s t r i c t Tra f f i c O v e r l a y D i s t r i c t - Z o n e 1 Tr a n s i t O v e r l a y D i s t r i c t 30.00' 315 314 313 312 311 309 313 312 Tr a n s i t O v e r l a y D i s t r i c t New Tran s Heat P u m p / Chille r P a d 310 MEC H TRAN S MTC B B B B B B Inte r s t a t e H i g h w a y O v e r l a y D i s t r i c t B1 A1 A1 A2 A2 B1 B1 B1 B1 B1 B1 B1 B1 B1 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 B1B1B1 B1 B1B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 R R R R R RR R SB SB SB SB SB SB SB SB SB SB A1 A1 A1 A1 B1 B1 B1 LOCATION MAPPLAN VIEW PROJECT SITE DOUBLE TREE HOTEL DOUBLE TREE PARKING GARAGE PROJECT CATAMOUNT WOODS HOUSING PROJECT DOUBLETREE HOTEL ADDITION PROJECT 870 WILLISTON ROAD SOUTH BURLINGTON, VERMONT Architectural List of Drawings Title Sheet Z100 ARCHITECTURAL SITE DIAGRAM Z11 LEVEL 1 AND LEVEL 2 PLANS Z12 LEVEL 3 AND LEVEL 4 PLANS Z21 SOUTH ELEVATION Z22 WEST ELEVATION Z23 NORTH ELEVATION Z24 EAST ELEVATION Z25 WINDOW COMPLIANCE Z26 EXTERIOR MATERIALS Z110 WEST SITE VIEW Z111 SOUTH SITE VIEW Z112 EAST SITE VIEW Z120 SECTION OF SKYBRIDGE Z501 3D VIEW 01 Z502 3D VIEW 02 Z503 3D VIEW 03 Z504 3D VIEW 04 Z505 3D VIEW 05 Civil List of Drawings Title Sheet CH100 OVERALL SITE PLAN CH101 SITE AND GRADING PLAN CH102 SITE UTILITY PLAN CH103 SITE UTILITY AND GRADING PLAN CH104 SITE UTILITY PROFILES WATER-SEWER CH200 EXISTING CONDITIONS PLAN CH201 SITE DEMOLITION PLAN CH300 EROSION PREVENTION & SEDIMENT CONTROL PLAN PRE-CONSTRUCTION CH301 EROSION PREVENTION & SEDIMENT CONTROL PLAN SUMMER 2024 CH302 EROSION PREVENTION & SEDIMENT CONTROL PLAN WINTER 2024-2025 CH303 EROSION PREVENTION & SEDIMENT CONTROL PLAN CH304 EROSION PREVENTION & SEDIMENT CONTROL PLAN POST-CONSTRUCTION CH400 CIVIL DETAILS CH401 CIVIL DETAILS CH402 CIVIL DETAILS CH403 CIVIL DETAILS CH404 CIVIL DETAILS CH405 CIVIL DETAILS CH406 CIVIL DETAILS CH407 CIVIL DETAILS Landscape Architectural List of Drawings Title Sheet LH-001 LANDSCAPE PLAN LH-002 LANDSCAPE DETAILS LH-004 OPEN SPACE PLAN LH-005 EXISTING VEGETATION PLAN CH101 CH102 CH103 CH103 CH104 CH300 CH301 CH302 CH304 CH303 CH303 HOTEL ADDITION CH100 ^ ^ ^ ^ ^ ^ ^ o o o o o o o X > > > > > > > ^ ^ ^ ^ ^ ^ ^ X X X X X X X X X X X X X X X XX X X X X X X XXXXXXXXX X X X X X X FAHC HELICOPTER L A N D I N G P A D FAHC HELICOPTER L A N D I N G P A D > 31 2 31 1 314313312311 31 0 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 311 309 308 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306305 305 33 8 STST Ne w Tra n s fore b a y 338 338 333 330 332 333 334 333 331 330 332 He a t P u m p / Co n d e n s e r P a d 33 7 33 6 338 337 336 310 UD UD ME C H B B B B B B 310 315 UD ST ST ST ST ST ST ST S43 ° 5 2 ' 0 9 " W 366 . 5 8 ' S40 ° 1 7 ' 4 7 " W S70° 0 8 ' 4 4 " E 774. 4 5 ' N36 ° 4 1 ' 5 9 " E 583 . 1 4 ' ST ST M ST 329 330 3 3 1 3 3 0 3 2 9 33 0 SITE LAT: N44° 28' 21" LONG: W73° 11' 11" LOCATION MAP SCALE: 1" = 2,000 FT DOUBLE TREE HOTEL ex. trash compactor General Erosion Prevention & Sediment Control Conditions 1.This project includes the expansion of a new hotel addition, demolition of a dated wing of the existing hotel, construction of stormwater improvements to meet the 3-Acre Permit obligations of the property, building related utilities, hardscape, and landscaping. 2.Refer to each project for site-specific Erosion Prevention and Sediment Control designs. 3.All areas of disturbance must have temporary or final stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized in advance of any runoff producing event. The following exceptions apply: 3.1.Stabilization is not required if earthwork is to continue in the area in the next 24 hours and there is no precipitation forecast in the next 24 hours 3.2.Stabilization is not required if work is occurring in a self-contained excavation (i.e. no outlet for stormwater) with a depth of 2 feet or greater. 3.3.During Winter Construction areas of disturbed soil must be stabilized prior to any runoff producing event, in accordance with the previous exception. 4.The total combined earth disturbance associated with the various parts of the project is approximately 4.0 acres. The maximum area of earth disturbance at any one time will be 3 acres. 5.With certain exceptions described in Part III A. of the permit, Inspections shall be conducted by the On-Site Plan Coordinator at least once every seven (7) calendar days and as soon as reasonably possible, during, or after, every rainfall event which produces runoff from the construction site. 6.If there is a discharge of visibly discolored stormwater from the construction site or from the construction site to waters of the State, the permittee shall inspect and maintain Best Management Practices as soon as practicable and take corrective action in accordance with Part III. B. of this permit. 7.The On-site Plan Coordinator shall have a copy of the EPSC Plan and all amendments available at a central location on-site for the use of all those identified as having responsibilities under the EPSC Plan whenever they are on the construction site. If an on-site location is unavailable to store the EPSC Plan when no personnel are present, notice of the plan's location shall be posted near the main entrance at the construction site. 8.Support activities (such as construction staging areas, material storage areas, excavated material disposal areas, borrow areas, and concrete or asphalt batch 4 plants) as authorized under Subpart 1.4.A.4 are required to obtain permit coverage and may do so as follows: 1. As an independent authorization separate from the authorization for the construction activity that will utilize the support activities; or 2. As an amendment to an authorization to discharge for the construction activity that will utilize the support activities, with the owner of the land where the support activities will occur added as a co-permittee. Phasing Notes SUMMARY OF CONSTRUCTION DISTURBANCE AT ANY GIVEN TIME: 2024 (Summer): (3.0 acres disturbance max) Building foundation excavation, foundation construction and backfill, extend utilities to the building, begin stormwater treatment practice construction, install curb along north edge of parking lot, install new stormwater collection system. 2024-2025 (Winter): 1 acre disturbance limited to completion of stormwater treatment practices, utilities, and the north parking lot curb. Construction will continue in the late fall/winter until earthwork is no longer feasible. 2025 (Summer): 3.0 acres disturbance maximum related to stormwater treatment practice construction if fall construction is not feasible, complete any remaining utilities, install hardscape and landscaping, paving improvements. 2025-2026 (Winter): 1.0 acre maximum disturbance related to removal of building staging areas and completion of any remaining site work around the new addition. Hotel Addition construction is complete. Demolish existing North Champlain hotel wing. 2026 (Summer): 0.5 acres of disturbance related to the restoration and clean-up from the demolition of the North Champlain Wing. Reach Final Stabilization Approximate Limit of Disturbance Approximate Limit of Disturbance Approximate Limit of Disturbance ~ 1.2 acres disturbance for gravel wetland Receiving Water: Wetland tributary of Centennial Brook Discharge Monitoring Location Discharge Monitoring Location Main Street Stormwater Pond UVM East Campus Stormwater Treatment Facility Demolition of North Champlain Wing (Fall/Winter 2025) (Stabilization Summer 2026) ~ 0.5 acres disturbance New Hotel Addition Approximate Limit of Disturbance ~ 2.2 acres disturbance for hotel related construction Discharge Monitoring Location ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CE300 OVERALL HOTEL DISTURBANCE PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 06/21/24 Construction Set Limits of South Burlington mapped River Corridor 1 8-08-2024Permit Revisions 31 2 31 1 314313312311 31 0 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 311 309 308 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306305 305 Hotel Addition 33 8 Ne w Tra n s 338 338 333 330 332 333 334 333 331 330 332 Gravel Wetland Cell #1 Ground Elevation 303.0 WSE 302.7 Forebay Existing Concrete Sidewalk New 6' Concrete Walk New 5' Concrete Walk New / Relocated ADA Spaces with depressed curb New Concrete Stairs New Pavers (typ) New Landscape Wall New Landscape Wall Remove existing asphalt and repave parking lot New Multi-Use Concrete Sidewalk with flush granite curb edging He a t P u m p / Co n d e n s e r P a d 33 7 33 6 338 337 336 310 UD Gravel Wetland Cell #2 Ground Elevation 303.0 WSE 302.7 New Concrete Curb New Curbed Island New 6' Concrete Walk Remove and Replace Pavement UD New Bike Racks (3) ex. Bike Racks (2) ME C H B B B B B B 310 315 A2 A1 A1 B1 B1 A1 A1 A2 A2 A1 A1 A2 A2 B1 A2 A2 A1 A2 New Bridge Connector above B1 B1 B1 Replace existing concrete walk Limits of South Burlington Mapped River Corridor Remove portion of existing VTRANS ROW fence and install new section of fence to terminate at end of new wall New Concrete Walk UD Remove asphalt, fine grade and repave New Multi-Use Concrete Sidewalk with flush granite curb edging Existing bus stop Existing hotel sign S43 ° 5 2 ' 0 9 " W 366 . 5 8 ' S70° 0 8 ' 4 4 " E 774. 4 5 ' N36 ° 4 1 ' 5 9 " E 583 . 1 4 ' Sawcut pavement New paved parking lot in footprint of demolished hotel wing M (5) New Bike Racks for 10 bikes Install new curb to direct runoff to the gravel wetland Begin new curb Teminate new curb at existing 4' high black vinyl coated chain link fence New curbed landscape island Install (3) Long-term dual bike lockers (Handi-Hut Series 302) for six bikes, placed on a concrete pad. 329 330 33 1 3 3 0 3 2 9 33 0 12 Parallel Parking Spaces New Bike Racks (5) New Bike Racks (11) B1 SB A1 A1 New Pavers New Pocket Park. See Landscape Plans New stone dust surface. See Landscape Plans New 5' wide concrete walk Replace existing concrete sidewalk Limits of South Burlingtonmapped River Corridor Limits of South Burlingtonmapped River Corridor NOTES 1.The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limited to curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, and etc. All asphalt shall be sawcut prior to paving. 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 the property and disposed of in a State approved disposal location. All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section 203-Excavation & Embankments. Any soil reused to establish subgrade under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem. Reused soils that do not pass a subgrade proof roll shall be removed and replaced at the Contractor's expense. 3.All passing 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 contact Green Mountain Power and Vermont Gas Systems prior to any work in the vicinity of the respective utilities. 5.This project requires coverage under a State Construction Stormwater Discharge Permit. The Contractor shall be the On-site Coordinator for the project and shall be responsible for all required inspections (minimum weekly and after any storm event that produces a discharge), turbidity readings, maintenance, and reporting. The Contractor shall be responsible for installing, maintaining and removing all erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, to minimize potential contamination of stormwater runoff from the construction activities. 6.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. Progress Record Drawings shall be submitted to the Engineer on a bi-weekly basis. 7.Contractor shall be responsible for importing topsoil as required to complete the project. Contractor shall test topsoil for approval by the Owner and Engineer. Refer to Post Construction Stabilization Plan for additional soil preparation requirements. 8.All new storm pipes shall be PVC SDR 35 unless otherwise noted. 9.Temporary groundwater and stormwater by-pass pumping and/or diversion is the responsibility of the Contractor. The Contractor is responsible for providing all necessary pumps and equipment to perform the work. Overnight pumping is not allowed. 10.Removal of all erosion control matting and inlet protection is the responsibility of the Contractor. 11.Electrical and communication lines on this plan are shown for illustrative/coordination purposes only. Refer to Electrical plans and specifications for design. 12.Buried natural gas is shown for alignment purposes only. Contact Vermont Gas Systems for design and details of new gas line. Contractor shall be responsible for the excavation, backfill, and restoration for the construction of the natural gas lines. Vermont Gas Systems will provide the piping, labor to install, and testing for the new gas main. Coordinate work and all gas shut down procedures with the Owner. 13.Refer to Plumbing plans for waterline and sewer design within five feet of building. LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) S ST G UGP W PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED STORM LINE/MANHOLE/BASIN NEW UNDERGROUND POWER NEW WATER LINE/SHUTOFF/VALVE PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW ASPHALT & SUBBASE SITE LAT: N44° 28' 21" LONG: W73° 11' 11" LOCATION MAP SCALE: 1" = 2,000 FT NEW CONCRETE PAD DOUBLE TREE HOTEL ZONING DISTRICT LINE EASEMENT LINE ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH100 OVERALL SITE PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV REV DATEDESCRIPTION 1" = 40' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 06/21/24 Construction Set CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS New Gravel Wetland #2 C1- R 1 2 Z o n i n g D i s t r i c t City C e n t e r F o r m B a s e d C o d e / T - 4 Z o n i n g D i s t r i c t C1-R1 2 Z o n i n g D i s t r i c t City C e n t e r F o r m B a s e d C o d e / T - 4 Z o n i n g D i s t r i c t TR A F F I C O V E R L A Y D I S T R I C T Concrete pad for mechanical equipment Barrier screening wall New Transformer New benches Remove parking area & restore to lawn New fence segments New Concrete Parking Curbs (4) 1 8-08-2024Permit Revisions > > > > > > > > WI L L I S T O N R O A D Hotel Addition 33 8 Install stone dissipater pad New Emergency Spillway Ne w Tr a n s for e b a y New 12' wide forebay weir. Top of weir @332.0'. See Detail Stabilize side slopes with topsoil, seed, and mulch New stone rip rap at outfall New 2' deep forebay, WSE @ 330.0' New Gravel Wetland #2 Ground Elev @ 329.0 WSE @ 328.70' 338 338 338.8 5 x 338.95 x 33 8 . 3 0 x 338.1 0 x 338 . 9 5 x 338 . 9 5 x 338. 5 0 x x33 8 . 5 0 x338.50 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 ff 339.0 x 3 3 8 . 5 0 33 8 . 2 x 336 . 8 0 x 333 330 332.0 x 332 329 333 334 337 . 3 0 x 337 . 6 x 337 . 3 0 x 337.5 x 337.6 5 x x337.8 0 338.00 x 336.80x x336.6 0 x337.0 0 336 . 8 0 x x338.3 0 x33 8 . 2 333 331 330 332 Existing Concrete Sidewalk New 6' Concrete Walk New 5' Concrete Walk New / Relocated ADA Spaces with depressed curb New Concrete Stairs New Pavers (typ) New Landscape Wall New Landscape Wall Remove existing asphalt and repave parking lot New Multi-Use Concrete Sidewalk with flush granite curb edging336.30 x x3 3 6 . 4 0 x336. 9 337. 4 0 x x336. 9 x33 6 . 8 x335.50 x335.40 x336.10 x336.00 x337.40 336.60 x x336.4 5 x3 3 6 . 0 1 x 3 3 6 . 1 0 New vault mounted transformer x332 . 0 He a t P u m p / Co n d e n s e r P a d 339.0 x x 3 3 7 . 5 x337.6 x337.3 Stabilize side slopes with topsoil, seed, and mulch. 33 7 33 6 x339.14 338 x33 7 . 2 337 339. 0 x 337. 6 x x 3 3 6 . 6 336 12" Vertical Inlet Pipes. See details. x3 3 3 . 2 5 333 . 2 5 x 33 3 . 2 5 x New Concrete Curb New Curbed Island New 6' Concrete Walk Remove and Replace Pavement New Bike Racks (3) ex. Bike Racks (2) ME C H When excavating for new pavers Contractor shall use caution as there is an existing abandoned waterline in this area, which may not be capped. A2 A1 A1 B1 B1 A1 A1 A2 A2 New Bridge Connector above 336.8 5 x 337.24 x x 3 3 7 . 2 4 x336.95 3 3 6 . 9 5 x New barrier screen B1 B1 B1 Replace existing concrete walk New 6' wide double gate Remove portion of existing VTRANS ROW fence and install new section of fence to terminate at end of new wall New benches on a concrete pad New tree grates (2) New benches New benches New Multi-Use type concrete New Concrete Walk Begin new curb at existing joint Remove asphalt, fine grade and repave Restore existing asphalt to vegetation Full subbase reconstruction New Multi-Use Concrete Sidewalk with flush granite curb edging Existing bus stop Existing hotel sign Restore pavement to lawn. See Landscape Plans and CH305 for Post Construction Soil Depth & Quality Standard. Remove existing tree and stump M (5) New Bike Racks for 10 bikes existing curb Install (3) Long-term dual bike lockers (Handi-Hut Series 302) for six bikes, placed on a concrete pad. 330. 0 x 330 x 33 0 . 5 33 1 3 3 0 330. 6 5 x 330. 2 0 x Pin new sidewalk to concrete foundation. See Detail. 6' curb reveal transition each side of flush Begin new curb at ex. joint Install stone dissipator pad for roof gutter. See Drip Edge Detail Install 6" thick, 1-1/2" minus crushed stone over drainage fabric, within mechanical area New Bike Racks (5) New Bike Racks (11) B1 338.50x 338.35 x SB A1 New Pavers New Pocket Park. See Landscape Plans New stone dust surface. See Landscape Plans Replace curb cut with new concrete curb New fence New fence 339 33 7 33 7 336 335 334 333 New 5' wide concrete walk concrete sidewalk New 5' concrete walk Limits of South Burlington mapped River Corridor New concrete parking curbs. Secure with (2) 5/8" - 2' long rebar through pin holes. x33 7 . 0 0 x3 3 7 . 2 0 337 . 6 x 337 . 7 x Flush curb across ADA spaces. 6' transition to full reveal on each side DOUBLE TREE HOTEL LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) S ST G UGP W PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED STORM LINE/MANHOLE/BASIN NEW UNDERGROUND POWER NEW WATER LINE/SHUTOFF/VALVE PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW PAVERS NEW ASPHALT & SUBBASE NEW MULTI-USE TYPE CONCRETE ZONING DISTRICT LINE EASEMENT LINE ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH101 SITE & GRADING PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV REV DATEDESCRIPTION 1" = 20' SEE SHEET CH103 SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Lot & Building Area Calculations Total Parcel Size: 477,482 s.f. (10.96 ac) Total Existing Impervious Coverage: 306,095 s.f. (7.03 ac) (64.1%) Total Post Development Impervious Coverage: 317,155 s.f. (7.28 ac) (66.4%) Total Existing Building Coverage: 107,415 s.f. (2.47 ac) (22.5%) Total Post Development Building Coverage: 110,505 s.f. (2.54 ac)* (23.1%) * includes existing hotel (98,003 s.f. w/o North Champlain Wing) + new hotel addition (12,502 s.f.) Net New Impervious from Hotel Project: 11,060 s.f. (0.25 ac) C1- R 1 2 Z o n i n g D i s t r i c t City C e n t e r F o r m B a s e d C o d e / T - 4 Z o n i n g D i s t r i c t Snow Storage Sno w S t o r a g e 06/21/24 Construction Set 1 8-08-2024Permit Revisions 2 9-13-2024Flush curb at ADA parking > > > > > > > > WI L L I S T O N R O A D W W W 33 8 W S S S S S New SMH H1 (Dog-House) Rim 337.9 Inv. in 331.2 (8"E) Inv. Match existing co ST ST ST ST CB H1 No Sump Rim 338.2 Inv. in 334.10 inv. out 334.00 STMH H2 Rim 338.2 Inv. in 333.60 (6" UD) Inv. in 333.80 (8"RD) Inv. in 333.30 (8"S) Inv. out 333.00 (12") New 8" roof drain connection and cleanout. Inv. 335.0. See Plumbing plans for design within 5 feet of the building New 8 " P V C s t o r m New Trench Drain TD H2 Rim 338.3 Drop 6" PVC pipe to 6"x8" wye Inv. in 334.5 ST ST New Trench Drain TD H1 Rim 338.3 Drop 6" PVC pipe to 6"x8" wye Inv. in 335.3 Install stone at outfall. Inv. 332.0 New Emergency Spillway SMH H1 Rim 336.85 Inv. in 332.10 inv. out 332.00 New sewer service. Inv. 334.50. See Plumbing plans for design within 5 feet of the building New 4" domestic water service. See Plumbing plans for design within 5 feet of the building New 8"x4" tee with valve New 8" water valve. Connect 8"x6" concentric reducer with foster adapters and extend 6" service to plumbing connection inside the building. See Fire Protection Plans for design within 5 feet of the building. New 10"x8" tapping sleeve and valve. Contact Engineer and SBWD prior to performing tap. Ne w 8 " S e w e r N e w 8 " C 9 0 0 P V C w a t e r l i n e Install tracer wire termination box outside limit of sidewalk New 8" Sewer New 12 " P V C s t o r m Ne w 8 " P V C s t o r m Ne w Tra n s Replace existing 6" cmp with new 8" PVC SDR 35 in same location. Expand pipe penetrations, and encase with concrete, typ. See Detail. Replace ex. 8" cmp with new 8" PVC SDR 35. Ne w 1 5 " P V C s t o r m for e b a y New stormwater outlet structure. See details Install 13' of 6" perforated PVC pipe with cleanout New 18" HDPE end section. Inv: 328.5' G G G G G 338 338 338.8 5 x 338.95 x 33 8 . 3 0 x 338.2 0 x 338 . 9 5 x 338 . 9 5 x 338. 5 0 x x33 8 . 5 0 x338.50 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x 3 3 8 . 5 0 338 . 1 x 336 . 8 0 x 333 330 332.0 x 332 329 333 334 337 . 3 0 x 337 . 6 x 337 . 3 0 x 337.5 x 337.4 0 x x337.8 0 337.7 0 x 336.80x x336.6 0 x337.0 0 336 . 8 0 x 337. 5 x x338.3 0 x33 8 . 2 333 331 330 332 Reroute gas service as needed around new storm practice. 336.30 x x3 3 6 . 4 0 x336. 9 337. 4 0 x x336. 9 x33 6 . 8 x335.50 x335.40 x336.10 x336.00 x337.40 336.60 x x336.45 x3 3 6 . 0 1 x 3 3 6 . 1 0 Replace frame and grate with frame and solid cover Cut existing 12" pipe to daylight in gravel wetland (inv. 330.0±) New vault mounted transformer x332 . 0 Replace existing hydrant and valve with new assembly He a t P u m p / Co n d e n s e r P a d 339.0 x x 3 3 7 . 5 x337.6 x337.3 33 7 33 6 x339.14 338 x33 7 . 2 337 UGP UGP Collect 6" footing drain connection and cleanout. Inv. 334.0. See Structrual Plans for footing drain details Core and boot new penetration. Inv. 332.5 339. 0 x 337. 6 x x 3 3 6 . 6 336 x3 3 3 . 2 5 333 . 2 5 x 33 3 . 2 5 x ME C H Reroute site lighting conduit prior to beginning foundation excavation A2 A1 A1 B1 B1 A1 A1 A2 A2 336.8 5 x 337.24 x x 3 3 7 . 2 4 x336.95 3 3 6 . 9 5 x B1 B1 B1 UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP New overhead pole to be installed by GMP ST ST ST ST S T New STMH H3 Rim 334.3 Inv. 330.0 ± (15") (Confirm with pre-construction excavation) inv out 329.9 (15") Replace existing 15" cmp with new 15" PVC SDR 35 in same location New 8"x8" PVC wye with cleanout. Inv 335.1 New 8"x8" PVC wye. Inv 334.35 M 330. 0 x 330 x 33 0 . 5 33 1 3 3 0 330. 6 5 x 330. 2 0 x Horizontally directional drill new HDPE conduits (DR11) under road. Any connections from HDPE to standard conduits must be made with Sur-Lock connectors Any connections from HDPE to standard conduits must be made with Sur-Lock connectors Cut in new 8" Inserta-valve. Confirm pipe size and type prior to ordering valve. Work to be performed by qualified personnel approved by South Burlington Water Dept and Engineer. B1 338.50x 338.35 x Insulate sewer pipe with less than 5 feet cover under parking lot SB A1 339 33 7 33 7 336 335 334 333 Offset sewer cleanout to keep cover out of sidewalk G G G G G G G DOUBLE TREE HOTEL LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) S ST G UGP W PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED STORM LINE/MANHOLE/BASIN NEW UNDERGROUND POWER NEW WATER LINE/SHUTOFF/VALVE PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW GRAVEL SURFACE NEW ASPHALT & SUBBASE NEW CONCRETE PAD ZONING DISTRICT LINE EASEMENT LINE ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH102 SITE UTILITY PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t REV REV DATEDESCRIPTION 1" = 20' SEE SHEET CH103 SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS 06/21/24 Construction Set 1 8-08-2024Permit Revisions Limits of South Burlington mapped River Corridor > > 33 8 New 10"x8" tapping sleeve and valve. Contact Engineer and SBWD prior to performing tap. Replace existing 6" cmp with new 8" PVC SDR 35 in same location. Expand pipe penetrations, and encase with concrete, typ. See Detail. Replace ex. 8" cmp with new 8" PVC SDR 35. Ne w 1 5 " P V C s t o r m 336 . 8 0 x 336.80x x336.6 0 336 . 8 0 x 15" A D S 336.30 x x 3 3 6 . 4 0 x336.45 x3 3 6 . 0 1 x 3 3 6 . 1 0 15 " P V C s t o r m Core and boot new penetration. Inv. 332.5 Replace curb A1 A2 A2 UG P UGP UGP UGP UGP UGP UGP New overhead pole to be installed by GMP ST ST ST ST ST ST ST ST ST ST ST ST ST ST CB H5 rim 326.40 inv. in 322.30 inv. out 322.20 New STMH H3 Rim 334.3 Inv. 330.0 ± (15") (Confirm with pre-construction excavation) inv out 329.9 (15") Replace existing 15" cmp with new 15" PVC SDR 35 in same location CB H4 Rim 331.0 inv. in 326.1 inv. out 326.0 Cap existing waterline Repair curb See Pavement and Subbase Trench Repair detail Horizontally directional drill new HDPE conduits (DR11) under road. Any connections from HDPE to standard conduits must be made with Sur-Lock connectors SB 339 33 7 33 7 336 33 5 334 333 > 18" A D S 31 2 31 1 314 313 312 311 310 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 311 309 30 8 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306305 305 Gravel Wetland Cell #1 Ground Elevation 303.0 WSE 302.7 Forebay 310 24" Vertical Inlet Pipes. See details. UD UD Gravel Wetland Cell #2 Ground Elevation 303.0 WSE 302.7 Install 39' of 6" perf. PVC pipe with cleanouts on each end. 6" solid PVC pipe Stable vegetated path for gravel wetland access. Line bottom of forebay with 6" crushed gravel See forebay weir Cross Section Detail. 4:1 sideslopes to elevation 308.0' 24" Vertical Inlet Pipes. See details. UD UD Install 39' of 6" perf. PVC pipe with cleanout. Remove existing outlet structure New 6" PVC New Outlet Structure DMH #1. See Details New 6" co Maintain existing spillway Connect new 24" PVC SDR 35 pipe to existing B B B B B B 310 31 5 U D UD Connect 24" pipes with 6" perf pipe installed at bottom of stone ST CB H10 Rim 315.4 Inv. in 306.10 Inv. out 306.00 ES inv. 305.0 Sawcut pavement CB H8 Rim 311.50 Inv. out 308.00 ST ST ST ST ST ST Tie-in new curb to existing 2.5:1 sideslopes above elevation 308.0' 18" ADS 4' high black vinyl coated chain link fence CB H9 Rim 313.80 Inv. in 307.6 (18" W) Inv. in 307.55 (15"N) Inv. out 307.45 (18" S) ST ST ST 15" A D S Remove and dispose of existing storm structure and pipe Remove and dispose of existing storm structure and pipes 6' transition to flush curb Stone dissipater pad at edge of pavement 10' wide double gate for stormwater system access New concrete curb 12 Parallel Parking Spaces ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH103 SITE PLAN GRAVEL WETLAND & STORM COLLECTION Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' SEE SHEETS CH101 & 102 SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS GRAVEL WETLAND #1STORM COLLECTION SYSTEM EXTENSION Topsoil, seed, and stabilize sideslopes wtih rolled erosion matting Topsoil, seed, and stabilize sideslopes wtih rolled erosion matting Install boulders along wetland buffer prior to beginning construction REV REV DATEDESCRIPTION 06/21/24 Construction Set 1 8-08-2024Permit Revisions Limits of South Burlington mapped River Corridor > > > > > > > X X X X XX X X 15" A D S 12" A D S ST ST ST ST ST ST ST Rim 315.4 Inv. in 306.10 Inv. out 306.00 CB H5 rim 326.40 inv. in 322.30 inv. out 322.20 STMH H6 Rim 324.5 Inv. in 318.7 Inv. out 318.6 Confirm existing elevations with preconstruction excavation Tie-in new curb to existing New paved parking lot in footprint of demolished hotel wing M (5) New Bike Racks for 10 bikes CB H7 Rim 315.7 Inv in 308.5 (18" Ex) Inv. out 308.40 (18" E) Begin new curb New curb to direct runoff to the gravel wetland Remove and dispose of abandoned transformer New curbed landscape island Remove portion of existing curb Restore to vegetation Restore to vegetation Install (3) Long-term dual bike lockers (Handi-Hut Series 302) for six bikes, placed on a concrete pad. Cap existing waterline 330. 0 x 329 330 x 33 0 . 5 3 3 1 Cap existing waterline 3 3 0 330. 6 5 x x 33 0 . 0 x 32 9 . 8 3 2 9 328. 2 0 x 328. 0 0 x 330. 2 0 x 12" AD S CB H11 Rim 328.00 Inv. out 323.00 (No Sump) Remove 6" storm pipe and expand existing penetration for new 12" ADS pipe. Insert pipe (Inv. 317.3±) and concrete encase penetration. See Detail Install vertical bends on storm pipe as necessary to fit pipes into storm structure penetrations. 330 328. 4 x STMH H5A Rim 326.2 (match ex.) inv. in 322.30 inv. out 322.20 Repair curb See Pavement and Subbase Trench Repair detail Intercept existing storm pipe with new storm manhole Replace existing concrete sidewalk New 5' concrete walk ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH104 SITE PLAN Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION SE E S H E E T C H 3 0 4 06/21/24 Construction Set 1 8-08-2024Permit Revisions > > > > > > > > INT E R S T A T E 8 9 Exit 1 4 O f f R a m p WI L L I S T O N R O A D W W W W S S S S S New SMH H1 (Dog-House) Rim 337.9 Inv. in 331.2 (8"E) Inv. Match existing co ST ST ST ST CB H1 No Sump STMH H2 Rim 338.2 Inv. in 333.60 (6" UD) Inv. in 333.80 (8"RD) Inv. in 333.30 (8"S) Inv. out 333.00 (12") New 8" roof drain connection and cleanout. Inv. 335.0. See Plumbing plans for design within 5 feet of the building New 8 " P V C s t o r m New Trench Drain TD H2 Rim 338.3 Drop 6" PVC pipe to ST ST New Trench Drain TD H1 Rim 338.3 Drop 6" PVC pipe to 6"x8" wye Inv. in 335.3 Install stone at outfall. Inv. 332.0 New Emergency Spillway SMH H1 Rim 336.85 Inv. in 332.10 inv. out 332.00 New sewer service. Inv. 334.50. See Plumbing plans for design within 5 feet of the building New 4" domestic water service. See Plumbing plans for design within 5 feet of the building New 8"x4" tee with valve New 8" water valve. Connect 8"x6" concentric reducer with foster adapters and extend 6" service to plumbing connection inside the building. See Fire Protection Plans for design within 5 feet of the building. New 10"x8" tapping sleeve and valve. Contact Engineer and SBWD prior to performing tap. Ne w 8 " S e w e r N e w 8 " C 9 0 0 P V C w a t e r l i n e Install tracer wire termination box outside limit of sidewalk New 8" Sewer New 12 " P V C s t o r m Ne w 8 " P V C s t o r m Ne w Tr a n s for e b a y New stormwater outlet structure. See details Install 13' of 6" perforated PVC pipe with cleanout New 18" HDPE end section. Inv: 328.5' G G G G G 338 338 338. 8 5 x 338.95 x 33 8 . 3 0 x 338.2 0 x 338 . 9 5 x 33 8 . 9 5 x 338. 5 0 x x33 8 . 5 0 x338.50 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x33 8 . 5 0 x 3 3 8 . 5 0 338 . 1 x 336 . 8 0 x 333 330 332.0 x 332 329 333 334 337 . 3 0 x 337 . 6 x 337 . 3 0 x 337.5 x 337.4 0 x x337.8 0 337.7 0 x 336.80x x336.6 0 x337.0 0 336 . 8 0 x 337. 5 x x338.3 0 x338 . 2 333 331 330 332 Reroute gas service as needed around new storm practice. 336.30 x x 3 3 6 . 4 0 x336. 9 337. 4 0 x x336. 9 x33 6 . 8 x335.50 x335.40 x336.10 x336.00 x337.40 336.60 x x336.4 5 Replace frame and grate with frame and solid cover Cut existing 12" pipe to daylight in gravel wetland (inv. 330.0±) New vault mounted transformer x332 . 0 Replace existing hydrant and valve with new assembly He a t P u m p / Co n d e n s e r P a d 339.0 x x 3 3 7 . 5 x337.6 x337.3 33 7 33 6 338 x33 7 . 2 337 UGP UGP Collect 6" footing drain connection and cleanout. Inv. 334.0. See Structrual Plans for footing drain details 339. 0 x 337. 6 x x 3 3 6 . 6 336 x3 3 3 . 2 5 333 . 2 5 x 33 3 . 2 5 x Reroute site lighting conduit prior to beginning foundation excavation 336.8 5 x 337.24 x x 3 3 7 . 2 4 x336.95 3 3 6 . 9 5 x UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP New 8"x8" PVC wye with cleanout. Inv 335.1 New 8"x8" PVC wye. Inv 334.35 Any connections from HDPE to standard conduits must be made with Sur-Lock connectors Cut in new 8" Inserta-valve. Confirm pipe size and type prior to ordering valve. Work to be performed by qualified personnel approved by South Burlington Water Dept and Engineer. 338.50x 338.35 x Insulate sewer pipe with less than 5 feet cover under parking lot Offset sewer cleanout to keep cover out of sidewalk G G G G G DOUBLE TREE HOTEL LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) S ST G UGP W PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED STORM LINE/MANHOLE/BASIN NEW UNDERGROUND POWER NEW WATER LINE/SHUTOFF/VALVE PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 NEW BUILDING ISSUED: STATUS: SCALES: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH105 SITE UTILITY PROFILES WATER - SEWER Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t Hort-1" = 20' Vert-1" = 2' SITE PLAN 1" = 20' SEWER PROFILE hort: 1" = 20' vert: 1" = 2' WATER PROFILE hort: 1" = 20' vert: 1" = 2' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 1.Existing utility locations shown on this plan are approximate and may not show all existing utilities. Contractor shall verify location and elevation of all existing utilities prior to beginning utility work. The Contractor shall notify Engineer of field located utilities that differ from the plans. The Contractor shall coordinate with gas, electric, communications, etc. to avoid conflicts. 2.Existing utilities that are exposed shall be located by the Contractor in accordance with the AS-BUILT requirements outlined in the Details and Specifications. 1.Contractor shall be responsible for installing all sanitary piping with a minimum 5 feet of cover unless, otherwise noted, (proposed ground) and maintaining 18" vertical separation from water and storm pipes. Any modification of this plan must be approved by the City Utility Department, Engineer, and the owner. 2.The plans and profiles may not show every bend and fitting necessary to construct the sanitary in the location shown on the plans. The Contractor shall provide all fittings and appurtenances necessary to make the job complete. 3.Concrete thrust blocks will be installed in accordance with the details and specifications. Sanitary System Notes Utility Profile Notes 1.Elevation of water main is shown for illustrative purposes only. Contractor shall be responsible for installing all water piping with a minimum 6 feet of cover unless, otherwise noted, (proposed ground) and maintaining 18" vertical separation from storm and sanitary pipes. Any modification of this plan must be approved by the South Burlington Water Department, Engineer, and the owner. 2.The plans and profiles may not show every bend and fitting necessary to construct the waterline in the location shown on the plans. The Contractor shall provide all fittings and appurtenances necessary to make the job complete. When vertical bends are required they shall be rodded to the next fitting or joint in each direction. 3.Concrete thrust blocks will be installed in accordance with the details and specifications. Water System Notes New 8" PVC SDR 3 5 s e w e r s e r v i c e New SMh H1 (Dog-House) Rim 337.9 Inv. 331.2 (ex. ±) Inv. new 331.50 (pre-dig) New concrete curb and sidewalk New 8" DI water service Install new 10" x 8" tapping sleeve and valve. New 8"x4" Tee. Secure all fittings with Foster Adapters New 8" PVC SDR 35 s e w e r s e r v i c e FF 339.0 Transition to plumbing designer piping 10 feet outside building. See Plumbing Plans Install new sanitary cleanout. See Detail. New SMh H2 Rim 336.85 Inv. in 332.10 Inv. out 332.00 Site Contractor to extend waterline to plumbing connection. New finish grade New finish grade New concrete curb and sidewalk New Contractor to provide all fitting necessary to complete water line installation into building. FF 339.0 Face off new building Face off new building EV NEW ELECTRICAL VEHICLE CHARGING STATIONS CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS Transition to plumbing designer piping 10 feet outside building. See Plumbing Plans REV REV DATEDESCRIPTION 06/21/24 Construction Set 1 8-08-2024Permit Revisions > > > > > > DoubleTree Hotel CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH200 02/14/24 EXISTING CONDITIONS PLAN Permit Plan Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 30' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 C1- R 1 2 Z o n i n g D i s t r i c t City C e n t e r F o r m B a s e d C o d e / T - 4 Z o n i n g D i s t r i c t C1-R1 2 Z o n i n g D i s t r i c t City C e n t e r F o r m B a s e d C o d e / T - 4 Z o n i n g D i s t r i c t REV REV DATEDESCRIPTION 1 4-05-2024App Revisions 2 5-06-2024Design Development TR A F F I C O V E R L A Y D I S T R I C T 3 6-07-2024Permit Revisions > > > > > > > > WI L L I S T O N R O A D DoubleTree Hotel CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com ISSUED: STATUS: SCALES: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH201 02/14/24 SITE DEMOLITION PLAN Permit Plan Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' (REMOVE) DEMOLITION NOTES 1.The location of underground electrical lines which service the site lights are not necessarily shown on the Civil Plans. Other electrical lines may exist which are not shown on this plan. 2.Refer to specifications for detailed scope of demolition work. 3.Prior to disrupting existing utilities, Contractor shall be responsible for confirming status of all utilities to be abandoned. 4.All abandoned manholes, catch basins, and utility vaults shall be demolished and removed. Plug open ends of all abandoned pipes or conduits with concrete or water tight end cap. Use sand fill (703.03) for all demolition backfill outside the influence of the building (95% standard proctor compaction). 5.The Contractor shall establish temporary chain link fence protection barrier at the drip edge of all existing trees to remain within 10 ft. of construction disturbance. 6.All excess fill, stumps, rock, topsoil, waste, and other material is the exclusive property of the Contractor and shall be removed from the property and disposed of in a State approved disposal location. 7.Contractor shall maintain water and sanitary services to all existing buildings to remain. If water shut down is required provide minimum 72 hour notice to the Owner. 8.Contractor shall demolish and remove all existing infrastructure necessary to construct the new project as designed. This plan does not show every item to be demolished and may not accurately show the limits of the items to be partially demolished. 9.See Specifications for recycling requirements for site and building. 10.This drawing refers to Civil Site Engineering items, located outside the building, only. 11.Coordinate all trees and vegetation to be removed with the Landscape Architect. (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 (REMOVE) (REMOVE) (REMOVE) See electrical plans for existing electrical demolition Coordinate electrical re-route with new foundation construction (REMOVE) See site plans for portions that only require repaving See site plans for portions that require repaving REV REV DATEDESCRIPTION 1 4-05-2024App Revisions 2 5-06-2024Design Development Restore parking area to lawn 3 6-07-2024Permit Revisions (REMOV E S P R U C E T R E E S ) Remove walk Remove and dispose of existing retaining wall blocks Replace concrete sidewalk > > DoubleTree Hotel CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com ISSUED: STATUS: SCALES: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION CH202 06/07/24 SITE DEMOLITION PLAN Permit Plan Do u b l e T r e e A d d i t i o n 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' DEMOLITION NOTES 1.The location of underground electrical lines which service the site lights are not necessarily shown on the Civil Plans. Other electrical lines may exist which are not shown on this plan. 2.Refer to specifications for detailed scope of demolition work. 3.Prior to disrupting existing utilities, Contractor shall be responsible for confirming status of all utilities to be abandoned. 4.All abandoned manholes, catch basins, and utility vaults shall be demolished and removed. Plug open ends of all abandoned pipes or conduits with concrete or water tight end cap. Use sand fill (703.03) for all demolition backfill outside the influence of the building (95% standard proctor compaction). 5.The Contractor shall establish temporary chain link fence protection barrier at the drip edge of all existing trees to remain within 10 ft. of construction disturbance. 6.All excess fill, stumps, rock, topsoil, waste, and other material is the exclusive property of the Contractor and shall be removed from the property and disposed of in a State approved disposal location. 7.Contractor shall maintain water and sanitary services to all existing buildings to remain. If water shut down is required provide minimum 72 hour notice to the Owner. 8.Contractor shall demolish and remove all existing infrastructure necessary to construct the new project as designed. This plan does not show every item to be demolished and may not accurately show the limits of the items to be partially demolished. 9.See Specifications for recycling requirements for site and building. 10.This drawing refers to Civil Site Engineering items, located outside the building, only. 11.Coordinate all trees and vegetation to be removed with the Landscape Architect. (R E M O V E ) (REMOVE) (REMOVE) SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 (REMOVE) (REMOVE) (REMOVE) (REMOVE) (REMOVE) See site plans for portions that only require repaving Demolish existing hotel wing. See Architectural and Structural for specific requirements REV REV DATEDESCRIPTION Remove sidewalk Remove and dispose of existing transformer. See Electrical Remove landing and walks See Site Plan CH104 for limit of walkway demolition 3 6-07-2024Permit Revisions