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HomeMy WebLinkAboutMS-24-01 - Supplemental - 0870 Williston RoadFM FM F M F M F M F M ST ST ST ST ST ST S T G G G G G ST ST ST ST ST ST ST ST ST ST UGP UGP TR A N S UGP UG P UG P UGP Ne w Tr a n s He a t P u m p / Ch i l l e r P a d 338 338UP UP DN 41 9 S F QQ 126 387 S F QQ 124 405 S F AC C Q Q 125 385 S F QQ 123 139 7 S F CO R R I D O R 100 P C 1 241 S F STA I R # 2 100 S 2 190 S F BO H 100 B H 274 S F ME P 10 0 M E 1 82 S F EL V . 2 100 E 2 387 S F QQ 105 402 S F QQ 107 39 9 S F QQ 109 399 S F QQ 111 397 S F QQ 113 390 S F QQ 115 725 S F ST E 11 7 387 S F QQ 119 388 S F QQ 121 393 S F QQ 108 393 S F QQ 106 404 S F QQ 102 230 S F ST A I R # 1 100 S 1 387 S F QQ 122 364 S F Ves t i b u l e 10 0 50 S F VE N D 110 50 S F EL V . 1 100 E 1 521 S F QQ 10 3 > > > > > > > > WI L L I S T O N R O A D ELE V 1 M A C H I N E RO O M 104 319' - 4 " 318' - 1 0 " 319' - 4 " 318' - 1 0 " 319' - 4 " 319' - 9 " 319' - 3 " 319' - 9 " FD FD FD FD DN UP REMOVE EXISTING CONCRETE WALK EXISTING BUS STOP PAD NEW CONCRETE PAVER NEW CONCRETE PAVER NEW CONCRETE SIDEWALKS, TYP. NEW CONCRETE PAVER (2) QPG (2) AFA (2) AFA NEW CONCRETE SIDEWALK, TYP. (6) RR (2) QPG NEW CONCRETE SIDEWALK WITH STEP (3) RR (46) HH 2' HIGH x 18" WIDE FREESTANDING WALL, BRICK VENEER TO MATCH BUILDING, FLUSH GRANITE CAP REMOVE EXISTING RETAINING WALL (2) GT (2) QB EXISTING CONCRETE PAVER (17) SBD (12) RR (123) RA (3) BIKE RACKS = (6) SHORT-TERM BIKE PARKING SPACES (2) NS 2' HIGH x 18" WIDE FREESTANDING WALL, BRICK VENEER TO MATCH BUILDING, FLUSH GRANITE CAP 6' 5 ' 6 ' (10) JCS (6) JVE NEW CONCRETE SIDEWALKS, TYP. 6' NEW CONCRETE SIDEWALKS, TYP. RELOCATED FLAGPOLES NEW CONCRETE PAVER ILLUMINATED TYPOLOGY RIBBON BENCH BY LANDSCAPE FORMS (11) PFA (1) NS SN O W ST O R A G E (7) SBD EXISTING HOTEL SIGN SOUTH BURLINGTON ROADWAY LIGHT, TYP. NEW PARKING LOT LIGHT, TYP. LAWN 4' x 8' JAMISON TREE GRATE BY URBAN ACCESSORIES, TYP. OF 2 LAWN LAWN (1) QR (6) TM (186) SH (17) AML (17) PV (11) PV (4) TMH (17) AML (28) HSS (1) QB(43) PFA (5) HA (2) TM (29) HSS (34) AML (1) QR (6) HPL (100) SH (1) QR EXISTING TREE TO REMAIN, TYP. (18) AML (3) GT (3) BIKE RACKS = (6) SHORT-TERM BIKE PARKING SPACES (2) AFA (2) QPG (2) AFA (28) PFA (91) HH (6) RR (16) JCS EXISTING TREE TO BE REMOVED, TYP. (2) GB (2) GT (5) AGA (2) IVJ (12) AMH (14) AMH (1) AGA (53) HH (34) RF (27) HH (25) PA (45) RF (23) PA (45) SH (30) AML (45) HH (7) IVR (19) PA (42) RF (121) HH (64) CA (62) CA (40) PFA (88) HH (28) PFA (46) HH WOOD SLAT SCREEN WALL UTILITY ENCLOSURE W/ SOUND ATTENUATION PANELS (2) TM (1) QR (55) HH (5) DL (7) HPL (7) JCS (1) QR (1) QR (14) DL (48) HH (4) TM (29) HSS (26) RA (7) DL (78) SH (58) HH (37) SST (8) DL (52) SST (58) HH (60) SH (22) RA (13) HPL (21) AML LAWN LAWN (17) AML EXISTING HOTEL PROPOSED HOTEL EXPANSION THIS AREA NOT IN CONTRACT. (109) HH SN O W ST O R A G E (15) BIKE RACKS = (30) SHORT-TERM BIKE PARKING SPACES (2) GB (1) GT (1) NS (2) AFB (7) JVE RETURN CHAIN-LINK FENCE TO NEW WALL PER VTRANS NEW BOLLARD LIGHT, TYP. GENERAL NOTES 1.Contractor is responsible for all damage due to his operations inside and outside the contract limit line. 2.Contractor is responsible for checking spot elevations and verifying proposed grades by providing grade stakes. Grades must be approved by Landscape Architect prior to proceeding. 3.Contractor shall blend new work smoothly with existing grades at contract limit line and/or limit of construction line. 4.Contractor to verify that subgrades are 6 inches below finished grade prior to spreading top soil for seeded areas. 5.All walks shall have 2% cross pitch, and all step treads and wall caps shall have 1% cross pitch unless otherwise noted. 6.Light fixture locations may be field adjusted with prior Landscape Architect approval. 7.Walkway layout to be approved by Landscape Architect prior to construction. 8.Site furniture and wall locations to be verified by Landscape Architect prior to installation. 9.General Contractor is responsible for all erosion control measures during construction. 10.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. 11.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 12.Base survey prepared by Krebs and Lansing Consulting Engineers, 2023. 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-001 03/27/24 Landscape 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 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 10 Acer x freemanii 'Armstrong'ARMSTRONG MAPLE 3" - 3.5" CAL.AS SHOWN AGA 9 Amelanchier x grand. 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 10'-12' HT.AS SHOWN GB 4 Ginkgo biloba 'Presidential Gold'PRESIDENTIAL GOLD GINKGO 3.5" - 4" CAL.AS SHOWN GT 8 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 4 Nyssa sylvatica BLACK TUPELO 3" - 3.5" CAL.AS SHOWN QB 3 Quercus bicolor SWAMP WHITE OAK 3.5" - 4" CAL.AS SHOWN QPG 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 AMH 26 Aronia melanocarpa 'Low Scape Hedger'LOW SCAPE HEDGER CHOKEBERRY #5 3' O.C. AML 154 Aronia melanocarpa 'Low Scape Mound'LOW SCAPE MOUND CHOKEBERRY #5 3' O.C. HA 5 Hydrangea arborescens 'Annabelle'ANNABELLE SMOOTH HYDRANGEA #5 AS SHOWN HPL 26 Hydrangea paniculata 'Little Lime'LITTLE LIME PANICLE HYDRANGEA #5 AS SHOWN IVJ 2 Ilex verticillata 'Jim Dandy'JIM DANDY WINTERBERRY #5 AS SHOWN IVR 7 Ilex verticillata 'Red Sprite'RED SPRITE WINTERBERRY #5 AS SHOWN JCS 33 Juniperus chinensis var. 'sargentii'SARGENT'S JUNIPER #5 AS SHOWN PFA 150 Potentilla fruiticosa 'Abbottswood'ABBOTTSWOOD POTENTILLA #3 3' O.C. RA 171 Rhus aromatica 'Gro Low'LOW GROW SUMAC #3 3' O.C. RR 27 Rosa rugosa RUGOSA ROSE #3 AS SHOWN SBD 24 Syringa 'Bloomerang Dark Purple'DARK PURPLE BLOOMERANG LILAC #5 AS SHOWN TM 18 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 128 Calamagrostis acutiflora "Karl Foerster'FEATHER REED GRASS #2 24" O.C. SH 469 Sporobolus heterolepsis PRAIRIE DROPSEED #2 18" O.C. SST 89 Schizachyrium scoparium 'Twilight Zone'TWILIGHT ZONE LITTLE BLUESTEM #2 18" O.C. P E R E N N I A L S HH 845 Hemerocallis 'Happy Returns'HAPPY RETURNS DAYLILY #1 18" O.C. HSS 86 Hosta 'Sum and Substance'SUM AND SUBSTANCE HOSTA #2 30" O.C. PA 67 Perovskia atriplicifolia 'Little Spire'DWARF RUSSIAN SAGE #1 24" O.C. PV 28 Polygonatum odoratum 'Variegatum'SOLOMON'S SEAL #1 24" O.C. RF 121 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. 1 REVISED 04/05/24 FAHC HELICOPTER L A N D I N G P A D FAHC HELICOPTER LAN D I N G P A D 60' S70°08'44"E 104.53' N67°49 ' 1 7 " E 316.96 ' S78°54'10 " E 805.44' S70° 0 8 ' 4 4 " E 774. 4 5 ' S70°08'44"E 3.31' N36 ° 2 0 ' 2 2 " E 365 . 4 1 ' N32°24'48"E 98.93' S53° 4 2 ' 0 5 " W 412. 7 3 ' 20' S43 ° 5 2 ' 0 9 " W 366 . 5 8 ' N45 ° 2 1 ' 1 7 " E 145 . 3 9 ' N5 6 ° 5 8 ' 2 2 " W 41 7 . 9 7 ' S82°18'16"W 210.22' S51° 1 3 ' 3 6 " W 273 . 3 8 ' N5 6 ° 5 8 ' 2 2 " W 88 . 0 4 ' Boundary Survey BOUNDARY SURVEY LAND OF AAM BURLINGTON HOTEL, LLC SOUTH BURLINGTON, VERMONT B-100 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com SITE AAM BURLINGTON HOTEL, LLC B A > > > > > > > > WI L L I S T O N R O A D Hotel Addition 33 3 3 3 8 3 3 4 3 3 5 3 3 6 3 3 7 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 338.35 x 338.50x 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 Existing Concrete Sidewalk New 6' Concrete Walk New 5' Concrete Walk New / Relocated ADA Spaces with depressed curb New 10' wide Asphalt Recreation Path New Concrete Stairs New Pavers (typ) New Landscape Wall New Landscape Wall Remove existing asphalt and repave parking lot New Pavers at crosswalk Relocated flag poles (4) 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 x336.4 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 / Ch i l l e r P a d 339.0 x x 3 3 7 . 5 x337.6 x337.3 New 5 ft Concrete Walk 333 334 335 335 334 333 332 332 333 334 334 330 3 2 8 333 334 Stabilize side slopes with topsoil, seed, and mulch. 33 7 33 6 x339.14 3 3 9 338 336 10 S P A C E S 7 SP A C E S 8 SP A C E S 8 SP A C E S 7 SP A C E S 12 S P A C E S 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 3 3 0 335 UGP When excavating for new pavers Contractor shall use caution as there is an existing abandoned waterline in this area, which may not be capped. A1 A1 A1 A2 A2 A2 A2 B1 B1 B1 B1 B1 B1 B1 A2 A2 SB SB SB A1 A1 A1 A1 A1 A1 New Bridge Connector 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 Pocket Park. See Landscape Plans 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 B1 B1 B1 B1 New bench New bench New tree grates (2) New benches New bench New Multi-use type concrete New Concrete Walk Remove walk and restore to vegetation. 333 Remove asphalt, fine grade and repave Restore existing asphalt to vegetation Full subbase reconstruction New Pavers at crosswalk Existing bus stop Existing hotel sign New Bike Racks (3) Restore pavement to grass. See Landscape Plans and CH304 for Post Construction Soil Depth & Quality Standard. Remove existing tree and stump 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 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 Lot & Building Area Calculations Total Parcel Size: 477,482 s.f. (10.96 ac) Total Impervious Coverage: 336,530 s.f. (7.73 ac)* Total Building Coverage: 161,476 s.f. (3.71 ac)* * includes existing hotel (98,003 s.f.), new hotel addition (12,502 s.f.), and proposed parking garage (50,971 s.f.) Net New Impervious from Hotel Project: 21,390 s.f. (0.49 ac) 1 3-04-2024Permit Revisions 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 2 4-05-2024App Revisions Sno w S t o r a g e 3 5-13-2024Design Development > > > > > > > > WI L L I S T O N R O A D FM FM W W W 33 3 3 3 8 3 3 4 3 3 5 3 3 6 3 3 7 W S S S SS 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 H1 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 338.35 x 338.50x 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 / Ch i l l e r P a d 339.0 x x 3 3 7 . 5 x337.6 x337.3 333 334 335 335 334 333 332 332 333 334 12" A D S 12" A D S 334 330 3 2 8 333 334 33 7 33 6 x339.14 3 3 9 338 336 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 3 3 0 335 UGP COMM COM M 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 Cut in new 10" 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. UG P UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP 333 x 3 3 2 . 2 x 3 3 2 . 7 x 3 3 1 . 3 x 3 3 1 . 1 x 3 3 0 . 9 x 330.9 x 333.2 x 330.9 x 3 3 0 . 8 x 3 3 1 . 8 x 3 3 2 . 2 x 3 3 2 . 0 x 330.3 x 332 . 8 0 332.75 x 332.7 x New overhead pole to be installed by GMP ST ST ST ST S T ST ST ST ST ST ST ST New STMH G1 rim 334.2 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 G13 rim 330.2 inv. in 324.4 inv. out 324.3 CB G14 rim 330.3 inv. out 325.30 CB G1 rim 332.0 inv. out 327.00 inv. out 327.5 New 8"x8" PVC wye with cleanout. Inv 335.1 New 8"x8" PVC wye. Inv 334.35 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 02/26/24 Permit Plan PERMIT REVIEW ONLY CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS 1 4-05-2024App Revisions 2 5-13-2024Design Development FM FM F M F M F M F M ST ST ST ST ST ST S T G G G G G ST ST ST ST ST ST ST ST ST ST UGP UGP TR A N S UGP UG P UG P UGP Ne w Tr a n s He a t P u m p / Ch i l l e r P a d 338 338UP UP DN 41 9 S F QQ 126 387 S F QQ 124 405 S F AC C Q Q 125 385 S F QQ 123 139 7 S F CO R R I D O R 100 P C 1 241 S F STA I R # 2 100 S 2 190 S F BO H 100 B H 274 S F ME P 10 0 M E 1 82 S F EL V . 2 100 E 2 387 S F QQ 105 402 S F QQ 107 39 9 S F QQ 109 399 S F QQ 111 397 S F QQ 113 390 S F QQ 115 725 S F ST E 11 7 387 S F QQ 119 388 S F QQ 121 393 S F QQ 108 393 S F QQ 106 404 S F QQ 102 230 S F ST A I R # 1 100 S 1 387 S F QQ 122 364 S F Ves t i b u l e 10 0 50 S F VE N D 110 50 S F EL V . 1 100 E 1 521 S F QQ 10 3 > > > > > > > > WI L L I S T O N R O A D ELE V 1 M A C H I N E RO O M 104 319' - 4 " 318' - 1 0 " 319' - 4 " 318' - 1 0 " 319' - 4 " 319' - 9 " 319' - 3 " 319' - 9 " FD FD FD FD DN UP REMOVE EXISTING CONCRETE WALK EXISTING BUS STOP PAD NEW CONCRETE PAVER NEW CONCRETE PAVER NEW CONCRETE SIDEWALKS, TYP. NEW CONCRETE PAVER (2) QPG (2) AFA (2) AFA NEW CONCRETE SIDEWALK, TYP. (6) RR (2) QPG NEW CONCRETE SIDEWALK WITH STEP (3) RR (46) HH 2' HIGH x 18" WIDE FREESTANDING WALL, BRICK VENEER TO MATCH BUILDING, FLUSH GRANITE CAP REMOVE EXISTING RETAINING WALL (2) GT (2) QB EXISTING CONCRETE PAVER (17) SBD (12) RR (123) RA (3) BIKE RACKS = (6) SHORT-TERM BIKE PARKING SPACES (2) NS 2' HIGH x 18" WIDE FREESTANDING WALL, BRICK VENEER TO MATCH BUILDING, FLUSH GRANITE CAP 6' 5 ' 6 ' (10) JCS (6) JVE NEW CONCRETE SIDEWALKS, TYP. 6' NEW CONCRETE SIDEWALKS, TYP. RELOCATED FLAGPOLES NEW CONCRETE PAVER ILLUMINATED TYPOLOGY RIBBON BENCH BY LANDSCAPE FORMS (11) PFA (1) NS SN O W ST O R A G E (7) SBD EXISTING HOTEL SIGN SOUTH BURLINGTON ROADWAY LIGHT, TYP. NEW PARKING LOT LIGHT, TYP. LAWN 4' x 8' JAMISON TREE GRATE BY URBAN ACCESSORIES, TYP. OF 2 LAWN LAWN (1) QR (6) TM (186) SH (17) AML (17) PV (11) PV (4) TMH (17) AML (28) HSS (1) QB(43) PFA (5) HA (2) TM (29) HSS (34) AML (1) QR (6) HPL (100) SH (1) QR EXISTING TREE TO REMAIN, TYP. (18) AML (3) GT (3) BIKE RACKS = (6) SHORT-TERM BIKE PARKING SPACES (2) AFA (2) QPG (2) AFA (28) PFA (91) HH (6) RR (16) JCS EXISTING TREE TO BE REMOVED, TYP. (2) GB (2) GT (5) AGA (2) IVJ (12) AMH (14) AMH (1) AGA (53) HH (34) RF (27) HH (25) PA (45) RF (23) PA (45) SH (30) AML (45) HH (7) IVR (19) PA (42) RF (121) HH (64) CA (62) CA (40) PFA (88) HH (28) PFA (46) HH WOOD SLAT SCREEN WALL UTILITY ENCLOSURE W/ SOUND ATTENUATION PANELS (2) TM (1) QR (55) HH (5) DL (7) HPL (7) JCS (1) QR (1) QR (14) DL (48) HH (4) TM (29) HSS (26) RA (7) DL (78) SH (58) HH (37) SST (8) DL (52) SST (58) HH (60) SH (22) RA (13) HPL (21) AML LAWN LAWN (17) AML EXISTING HOTEL PROPOSED HOTEL EXPANSION THIS AREA NOT IN CONTRACT. (109) HH SN O W ST O R A G E (15) BIKE RACKS = (30) SHORT-TERM BIKE PARKING SPACES (2) GB (1) GT (1) NS (2) AFB (7) JVE RETURN CHAIN-LINK FENCE TO NEW WALL PER VTRANS NEW BOLLARD LIGHT, TYP. GENERAL NOTES 1.Contractor is responsible for all damage due to his operations inside and outside the contract limit line. 2.Contractor is responsible for checking spot elevations and verifying proposed grades by providing grade stakes. Grades must be approved by Landscape Architect prior to proceeding. 3.Contractor shall blend new work smoothly with existing grades at contract limit line and/or limit of construction line. 4.Contractor to verify that subgrades are 6 inches below finished grade prior to spreading top soil for seeded areas. 5.All walks shall have 2% cross pitch, and all step treads and wall caps shall have 1% cross pitch unless otherwise noted. 6.Light fixture locations may be field adjusted with prior Landscape Architect approval. 7.Walkway layout to be approved by Landscape Architect prior to construction. 8.Site furniture and wall locations to be verified by Landscape Architect prior to installation. 9.General Contractor is responsible for all erosion control measures during construction. 10.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. 11.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 12.Base survey prepared by Krebs and Lansing Consulting Engineers, 2023. 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-001 03/27/24 Landscape 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 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 10 Acer x freemanii 'Armstrong'ARMSTRONG MAPLE 3" - 3.5" CAL.AS SHOWN AGA 9 Amelanchier x grand. 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 10'-12' HT.AS SHOWN GB 4 Ginkgo biloba 'Presidential Gold'PRESIDENTIAL GOLD GINKGO 3.5" - 4" CAL.AS SHOWN GT 8 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 4 Nyssa sylvatica BLACK TUPELO 3" - 3.5" CAL.AS SHOWN QB 3 Quercus bicolor SWAMP WHITE OAK 3.5" - 4" CAL.AS SHOWN QPG 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 AMH 26 Aronia melanocarpa 'Low Scape Hedger'LOW SCAPE HEDGER CHOKEBERRY #5 3' O.C. AML 154 Aronia melanocarpa 'Low Scape Mound'LOW SCAPE MOUND CHOKEBERRY #5 3' O.C. HA 5 Hydrangea arborescens 'Annabelle'ANNABELLE SMOOTH HYDRANGEA #5 AS SHOWN HPL 26 Hydrangea paniculata 'Little Lime'LITTLE LIME PANICLE HYDRANGEA #5 AS SHOWN IVJ 2 Ilex verticillata 'Jim Dandy'JIM DANDY WINTERBERRY #5 AS SHOWN IVR 7 Ilex verticillata 'Red Sprite'RED SPRITE WINTERBERRY #5 AS SHOWN JCS 33 Juniperus chinensis var. 'sargentii'SARGENT'S JUNIPER #5 AS SHOWN PFA 150 Potentilla fruiticosa 'Abbottswood'ABBOTTSWOOD POTENTILLA #3 3' O.C. RA 171 Rhus aromatica 'Gro Low'LOW GROW SUMAC #3 3' O.C. RR 27 Rosa rugosa RUGOSA ROSE #3 AS SHOWN SBD 24 Syringa 'Bloomerang Dark Purple'DARK PURPLE BLOOMERANG LILAC #5 AS SHOWN TM 18 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 128 Calamagrostis acutiflora "Karl Foerster'FEATHER REED GRASS #2 24" O.C. SH 469 Sporobolus heterolepsis PRAIRIE DROPSEED #2 18" O.C. SST 89 Schizachyrium scoparium 'Twilight Zone'TWILIGHT ZONE LITTLE BLUESTEM #2 18" O.C. P E R E N N I A L S HH 845 Hemerocallis 'Happy Returns'HAPPY RETURNS DAYLILY #1 18" O.C. HSS 86 Hosta 'Sum and Substance'SUM AND SUBSTANCE HOSTA #2 30" O.C. PA 67 Perovskia atriplicifolia 'Little Spire'DWARF RUSSIAN SAGE #1 24" O.C. PV 28 Polygonatum odoratum 'Variegatum'SOLOMON'S SEAL #1 24" O.C. RF 121 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. 1 REVISED 04/05/24 SCALE DATE Z505870 Williston Rd South Burlington, VT DoubleTree by Hilton - New Addition 2/11/2024 3D VIEW - 05ZONING APPLICATION 1 View from Hotel Porte Cochere Z50606 04/24/2024