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HomeMy WebLinkAboutZP-24-334 - 0872-0870 Williston Road 10/11/2024ZP-24-334 10/10/2024 16,467.20 FBC T4 47,012 sf hotel expansion & demolish existing hotel wing on west side of building. #SP-24-08 09/19/2024 x x 10/11/2024 10/26/2024 10/10/2025 Property Owners Name:Doubletree Hotel Expansion Property Location:870 Williston Road Amount:87,820.30$ Payment Type:check #009154, CC Date:10/2/2024, 10/3/2024 Code Zoning Permit (Non-Residential)ZP-24-334 zp Recording fee 13.00$ plus 47,012 0.35$ per sq. ft.16,454.20$ water plus After-the fact of Y 50%[no NOV]or 100%[NOV]8,227.10$ Zoning Permit Total 24,694.30$ Sewer Allocation Fee WWA-24-143 #204 3,900 g.p.d x 16.17$ 63,063.00$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 100.00$ -$ Road Impact Fee #221 -$ Fire Impact Fee #203 -$ Police Impact Fee #222 -$ Dorset Street Waterline Fee #230 -$ Sewer Connection Inspection WWC-24-55 ww 63.00$ 63.00$ Total (Impact Fees + Permit)87,820.30$ Planning & Zoning Invoice Non-Residential Impact & Permit Fees Amount Due sq. ft building at 31 2 31 1 314313312311 310 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 311 309 308 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306305 305 33 8 Ne w Tra n s 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 A2 A1 B1 B1 A1 A1 A2 A2 A1 A1 A2 A2 B1 A2 A2 A1 A2 B1 B1 B1 U D 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 ' M 329 330 3 3 1 3 3 0 3 2 9 33 0 B1 SB A1 A1 Hotel Addition 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 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 New Bike Racks (3) ex. Bike Racks (2) New Bridge Connector above 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 Remove asphalt, fine grade and repave New Multi-Use Concrete Sidewalk with flush granite curb edging Existing bus stop Existing hotel sign Sawcut pavement New paved parking lot in footprint of demolished hotel wing (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. 12 Parallel Parking Spaces New Bike Racks (5) New Bike Racks (11) 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 337 337 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 2 9-23-2024Lightpole removed Level 10" Level 215' - 8" Level 327' - 2" Level 438' - 8" Roof50' - 2" 15 ' - 8 " ACDEE.9GH JKL BB.6F 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 10 A401 11 A401 S3 S7 S1 S4 14 A400 FFFF1 GGG GGG HHHH J J K LLL MMM M M M NN O V V V A70037 S9S10 EJEJEJEJEJ CONTROL JOINTCONTROL JOINTCONTROL JOINT Level 10" Level 215' - 8" Level 327' - 2" Level 438' - 8" Roof50' - 2" 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 15 ' - 8 " 11 ' - 6 " 11 ' - 6 " T.O. ROOF DECK 15 ' - 8 " 11 ' - 6 " 1 2 3 4 5 6 7 8 9 10 11 12 FIBERCEMENT PANEL #1 PRIMARY BRICK, 1/3 RUNNING BOND METAL CORNICE ACCENT BRICK #1 ACCENT BRICK #2 - SOLDIER COURSE 13 A400 11 A400 12 A400 10 A400 S4 S4 S8 ACCENT BRICK #1 FIBERCEMENT PANEL #2 METAL CORNICE ACCENT BRICK #2 - RUNNING BOND METAL PANEL METAL PANEL AAAA BB CCCC DD C DCCCD E EEEEW X X Y EJ EJ EJ CONTROL JOINTCONTROL JOINT ISSUED: STATUS: SCALE: COPYRIGHT © COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED 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 1/8" = 1'-0" A210 06/26/2024 ELEVATIONS Construction Bid Set Do u b l e T r e e b y H i l t o n - N e w 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 1/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION Level 10" Level 215' - 8" Level 327' - 2" Level 438' - 8" Roof50' - 2" A C D E E.9 G H J K L B B.6 F 12 A401 13 A401 14 A401 5 1/2" L M N M L M N M L M N M L M N M N N L1 M1 M1 L1 M1 M1 M1 M1 PE QE QE T T T T1 U S12 S11 EJ EJ EJ EJ CONTROL JOINT CONTROL JOINT Level 10" Level 215' - 8" Level 327' - 2" Level 438' - 8" Roof50' - 2" 1 23456789 10 1112 S6 S2 LL B MM MM D D NN PN QN QN R R S EJ EJ EJ CONTROL JOINT Level 10" Level 215' - 8" Level 327' - 2" Level 438' - 8" Roof50' - 2" 131514 13.113.7 3 A212 4 A212 32 A500 CONTROL JOINT CONTROL JOINT 19' - 0" ISSUED: STATUS: SCALE: COPYRIGHT © COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED 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 1/8" = 1'-0" A211 06/26/2024 ELEVATIONS Construction Bid Set Do u b l e T r e e b y H i l t o n - N e w 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 1/8" = 1'-0"1 East 1/8" = 1'-0"2 North 1/8" = 1'-0"3 North Aligned A2102 A211 1 A211 A210 2 1 1 A310 2 A311 3 A311 2 A310 A211 3 A CDE E.9GH M 2 3 45 6 7 8 9 10 11 12 BB.6 F ERV UNIT ELEVATOR OVERRUNWALLS CLAD TO MATCH METAL PANELS 1 A312 DN ( T Y P ) DN ( T Y P ) DN ( T Y P ) DN (TYP) DN (TYP) DN (TYP) 2 A312 EQUIPMENT SCREENING 21 ' - 3 1 / 1 6 " 2' - 1 1 3 / 1 6 " 5' - 6 1/4" 22 A500 22 A500 12 A500 12 A500 12 A500 12 A500 12 A500 32 A500 23 ' - 4 7 / 8 " 2' - 9 1/16" 3' - 9 15/16" DN GRAY AREA = ANTICIPATED SOLAR READY ZONE ISSUED: STATUS: SCALE: COPYRIGHT © COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED 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 1/8" = 1'-0" A105 06/26/2024 ROOF PLAN Construction Bid Set Do u b l e T r e e b y H i l t o n - N e w 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 3 33 3333333333333 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 82'-1" 94 ' - 5 " 18.12539.1 5.38 13.77 20.43 23.29 2 Leg Basket 4 Leg Basket Solar Module 9 Degree Concrete Ballast Block 18.12539.1 23.29 40.8 40.8 System Details 6500 Sheridan Drive Suite 120 Buffalo, NY 14221 1-866-620-2410 PV-S2 Scale: 1" = 20' MODULE LAYOUT USING DYNORAXX EVOLUTION1 Scale: NTS ELEVATION VIEW OF DYNORAXX SYSTEM2 BILL OF MATERIAL SOLAR MODULE 116 DYNOGRIP 464 2 LEG BASKET 16 4 LEG BASKET 143 DYNOFEATHER 80 BALLAST BLOCKS 300 Catamount Solar 870 Williston Road South Burlington, VT 05403 BALLAST QTY. AS NOTED, 34LBS CONCRETE BLOCK (4" x 8" x 16") Module Information Engineering Verification Required This drawing is provided by DynoRaxx as a courtesy to the customer. The data herein including layout, dimensions, structural characteristics, ballast, mechanical attachments, and dead loading are recommendations only and independent verification by a qualified and credentialed Professional Engineer is required. See Terms and Conditions of sale. N ARRAY 116M 4.9 psf DL 83 ' - 5 1 / 2 " 60'-1/2" 96'-9" 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 4 REVISED 09/20/24 Luminaire Schedule Project: Hotel Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description [MANUFAC]Filename 4 A1 Single 8656 79 0.850 RFL540-SE-[R65]-3000K, 18ft Pole WE-EF USA 111-0497_us.ies 3 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 0.66 8.8 0.0 N.A.N.A.10ft Grid Parking Lot - Front Illuminance Fc 2.07 7.4 0.2 10.35 37.00 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 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 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 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 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 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 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 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.9 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 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.1 1.9 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 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.6 0.9 1.4 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 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.5 0.6 0.7 1.1 1.9 2.9 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 0.1 0.1 0.1 0.2 0.4 0.8 0.8 0.8 0.8 1.1 1.4 1.5 1.8 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 0.1 0.2 0.2 0.2 0.2 0.5 1.2 1.1 1.1 1.1 1.1 1.2 1.3 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 0.4 0.4 0.3 0.5 1.9 1.9 1.8 1.5 1.3 1.3 1.5 1.8 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 0.6 0.5 0.5 2.8 3.3 2.6 2.0 1.7 1.7 2.0 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 1.5 4.1 3.5 2.4 2.2 2.4 2.9 3.6 4.3 5.7 7.9 8.5 6.0 3.2 1.7 0.9 0.6 0.3 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 3.4 3.6 2.7 2.3 2.8 4.3 6.9 8.8 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 2.8 2.3 2.4 3.9 6.8 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 0.7 1.5 2.1 2.6 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 0.7 1.3 1.7 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 0.9 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 0.4 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 2 REVISED 09/20/24