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Home My WebLink AboutMS-22-02 - Plans - Record - 1068 Williston Road6 RIM=313.1 INV=308.0 OUT 7RIM=313.3 INV=308.2 INV=308.0 7B OUT CB 3 RIM=311.7 INV=306.4 OUT CB 4 RIM=312.0 INV=306.7 OUT CB 15RIM=308.2 INV=304.8 INV=305.1 OUT CB 12RIM=312.8 INV=306.6 INV=306.5 INV=306.1 13 RD3 OUT CB 8RIM=314.5 INV=309.0 INV=309.0 INV=309.2 INV=308.9 9C YD 1 DS1 OUT DMH 18 RIM=313.2 INV=308.3 INV=308.5 INV=308.5 INV=308.2 INV=308.5 17 21 6 IN OUT OUT DMH 17RIM=313.0 INV=309.0 INV=309.0 INV=309.0 INV=309.0 RD2 16 DS3 OUT CB 19 RIM=312.5 INV=308.3 INV=308.2 INV=309.0 INV=308.5 20 OUT OUT DMH 20 RIM=312.1 INV=308.5 OUT CB REMOVE EXISTING PIPE AND CONNECT TO EXISTING STRUCTURE AT INV=302.0 15"H D P E 18"HDPE 18"HDPE 15"HDPE 15"PVC 21 RIM=312.6 INV=309.2 OUT CB 1 RIM=312.2 INV=302.3 2 DMH 24"HDPEELIMINATE EXISTING OUTFALL. PLUG OUTLET. BACKFILL PIPE WITH FLOWABLE FILL. COORDINATE ALL WORK WITH VTRANS. CORE NEW INVERT AT 304.0 ADD MANHOLE FRAME AND GRATE, ADJUST TO FINISH GRADE. DOGHOUSE MANHOLE FIELD VERIFY EXISTING INVERT 2 RIM=312.1 INV=306.1 INV=306.1 INV=304.1 INV=304.0 4 3 5 OUT DMH 15"HDPE 9C RIM=312.7 INV=310.2 INV=310.1 4-in In OUT YDI 16 RIM=313.1 INV=309.5 INV=309.4 DS2 OUT CB 13RIM=312.6 INV=308.6 INV=308.5 13 B OUT CB 12"HDPE15"HDPE 15"HDPE15"HDPE1 5 "HD P E15"HDPE22 RIM=312.4 INV=307.2 INV=305.0 19 OUT DMH 15"HDPE 5RIM=313.7 INV=307.6 INV=307.6 INV=308.2 INV=305.6 6 7 8 OUT DMH 8"PVC 7BRIM=313.0 INV=309.5 OUT CB 12" H D P E TEMPORARY CB YD 1 RIM=313.2 INV=309.2 OUT YDI 12" HDPE ROOF DRAIN CONNECTION 4" PERFORATED PVC AT DRIP EDGE 15"HDPESUBSURFACE INFILTRATION SYSTEM #1 SUBSURFAC E INFILTRATI O N SYSTEM #2 6"PVC @ 2%6" P V C @ 2 % REFER TO DOWNSPOUT CONNECTION DETAIL (TYP FOR 4 AT ALL AWNING LOCATIONS)15"HDPE13 B RIM=312.0 INV=308.7 OUT CB 6"PV C @ 2 %18"HDPE14 RIM=309.9 INV=304.8 INV=305.7 INV=305.1 INV=304.7 11 OUT OUT OUT CB GMP TO HOLD EXISTING POLE AND REINSTALL GUY WIRE. COORDINATE DRAINAGE WORK WITH GMP. 11 RIM=312.5 INV=306.0 INV=305.7 INV=305.6 RD4 12 OUT CB 312.2313.8 TC313.3 BC 313.7 313 TC312.5 BC 309.5 TC 309 BC 309.5 TC 309 BC 308.5 309 TC 308.5 BC TC/BC 313.7 TC/BC 313.95 313.7 313.7 313.3 313.7 TC/BC313.8 TC313.3 BC 314.0 TC313.5 BC313.4 TC/BC 313.7 313.9 TC313.4 BC 313.9 313.7 313.4 313.2 313.9 TC313.4 BC 313.7 TC/BC 312.8 312.5 313.0 TC312.5 BC 313.9 313.5 BC 313.6 313.8 313.7 313.7 313.6 313.6 313.6 313.85313.85 313.85 313.85313.85 313.6313.4 313.8 313.7 313.6 313.4 313.7 313.32 312.7 313.32 313.5 TC313.0 BC 313.7 313.7 312.8312.8 312.9 310.5 TC 308.5 FFE=309.0 311.5 TC 313.3 313.5 BC 313.7 TC313.7 BC 314.2 TC313.7 BC 314.0 TC313.5 BC314.0 TC313.5 BC 314.2 TC 313.7 BC 313.9 TC313.4 BC 313.7 GTDGTDGTD GTD 313.7 313.3 313.3 313.6 313.7 314.2 314.1 314.0 313.9 313.2 313.1 312.2 312.1 312.8 312.9 313.3 TC312.8 BC 313.1 TC312.6 BC 313.3 TC312.8 BC 312.5 TC312.0 BC 313.8313.7 TC313.1 BC WILLISTON ROADTO I-89 5' DIA. CAPPED 10" SDR 35 PVC ROOF DRAIN INV = 309.8 TOTAL GSF = 59,815 SF FFE = 313.95' HOLIDAY INN TOTAL GSF = 136,561 SF FFE = 313.9' MULTI-USE BUILDING FLUSH CURB FLUSH CURB BEGIN TRANSITION CURB FLUSH CURB FLUSH CURB FLUSH CURB FLUSH CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB FLUSH CURB BEGIN TRANSITION CURB FLUSH CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB REMOVE EXISTING DRIVEWAY, RESTORE TO PERVIOUS GRASS SURFACE, GRADE TO DRAIN TOTAL GSF = 59,815 SF FFE = 313.95' HOLIDAY INN TOTAL GSF = 136,561 SF FFE = 313.9' MULTI-USE BUILDING FLUSH CURB FLUSH CURB BEGIN TRANSITION CURB FLUSH CURB FLUSH CURB FLUSH CURB FLUSH CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB FLUSH CURB BEGIN TRANSITION CURB FLUSH CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB PROPOSED LOBBY ADDITION PROPOSED POOL ADDITION (RENOVATION OF EXISTING BUILDING) of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved For Construction July 29, 2021 27 57913.01 Grading and Drainage Plan C3.01 5 CHS PBS Feet6030015 Local Comments 10/8/21 SMW1 Local Comments 11/15/21 SMW2 Act 250 Submission 11/17/21 SMW3 DEC Submittal 01/12/22 PBS4 Local Submittal 05/18/2022 PBS5 Ground Floor Ground Floo r Second Floor Second Floo r PLANTING PLAN 4.10 PLANTING PLAN 4.20 PRIVACY SCREEN WALL PUBLICLY ACCESSIBLE GREEN ROOF SECOND FLOOR PRIVATE TERRACES TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 83,927 SF HOLIDAY INN FFE = 314.5' (RENOVATION OF EXISTING BUILDING) PROPOSED LOBBY ADDITION TOTAL GSF = 136,561 SF FFE = 313.9' MULTI-USE BUILDING PROPOSED POOL ADDITION FUTURE PHASE DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE ARA 4 Acer rubrum `Armstrong`Armstrong Red Maple 2 1/2 - 3" CAL. AF 4 Acer x freemanii `Sienna`Sienna Glen Maple 2 1/2 - 3" CAL./ B&B BN 5 Betula nigra `Heritage`Multi-Stem Heritage River Birch 12 -14` HT. GBP 6 Ginkgo biloba `Princeton Sentry`Princeton Sentry Ginkgo 2 1/2 - 3" CAL. GT 17 Gleditsia triacanthos `Draves` TM Street Keeper Honey Locust 2 1/2 - 3" CAL. TC2 1 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 2 1/2 - 3" CAL. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE TO 16 Thuja occidentalis `Nigra`Dark American Arborvitae 5 - 6` HT. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE EF 51 Euonymus fortunei Wintercreeper #2 CONT. JP2 42 Juniperus horizontalis `Plumosa Compacta`Creeping Juniper 18 - 24" SPD MD 61 Microbiota decussata Siberian Carpet Cypress/Russian Arborvitae 18 - 24" SPD PN2 151 Physocarpus opulifolius Ninebark 18 - 24" SPD SB 65 Spiraea bumalda `Anthony Waterer`Anthony Waterer Spirea 18 - 24" SPD PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE HSO 38 Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 GAL. HG 10 Hosta x 'Guacamole'Guacamole Hosta 1 GAL. NF 11 Nepeta x faassenii Catmint 1 GAL. VINES QTY BOTANICAL NAME COMMON NAME SIZE PQV 8 Parthenocissus quinquefolia Virgina Creeper #1 POT GRASSES QTY BOTANICAL NAME COMMON NAME SIZE CA 119 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL. DS 46 Deschampsia cespitosa `Schottland`Schottland Hair Grass 2 GAL. PVS 47 Panicum virgatum `Shenandoah`Shenendoah Switch Grass 2 GAL. SH 33 Sporobolus heterolepis Prairie Dropseed 2 GAL. PLANT SCHEDULE - Phase 2 GREEN ROOF: LIVE ROOF DEEP SYSTEM - 842 TRAYS (1'x2') - MIXED PERENNIALS of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved For Construction July 29, 2021 27 57913.01 Planting Plan Key L4.00 19 JKH MKW Feet6030015 PHASE 3 Local Comments 10/8/21 SMW1 Local Comments 11/15/21 MKW2 Act 250 Submission 11/17/2021 SMW3 Local Comments 12/17/21 MKW4 Local Comments 05/18/22 SMW5 Ground Floo r Ground Flo o r Second Flo o r Second Floo r INTERSTATE 89 1 ARA 1 ARA 15 SH 18 SH 5 CA 22 SB10 CA 17 SB 2 ARA 3 TO 4 BN 1 BN 8 MD 11 NF 19 PVS 10 HSO 2 AF 46 DS 22 CA 6 PVS 6 PVS 37 EF 9 CA 7 EF 7 EF 3 TO 1 TC2 9 GT 8 CA 8 CA 8 CA 9 CA 9 HSO 6 GT 1 GT 1 GT 3 TO 26 SB 38 CA 2 TO 2 TO 3 TO 13 PN2 13 PN2 13 PN2 13 PN2 13 PN2 13 PN2 13 PN2 13 PN2 13 PN2 13 PN2 8 PN2 13 PN2 16 PVS 53 MD 16 JP2 1 AF 1 AF 21 JP2 5 JP2 8 HSO 10 HG 11 HSO 2 PQV 2 PQV2 PQV2 PQV 842-GREEN R O O F T R A Y S PRIVACY SCREEN WALL PUBLICLY ACCESSIBLE GREEN ROOF SECOND FLOOR PRIVATE TERRACES PR O P E R T Y L I N E TOTAL GSF = 59,815 SF FFE = 313.95' HOLIDAY INN (RENOVATION OF EXISTING BUILDING) PROPOSED LOBBY ADDITION TOTAL GSF = 136,561 SF FFE = 313.9' MULTI-USE BUILDING PROPOSED POOL ADDITION of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved For Construction July 29, 2021 27 57913.01 Phase 2 Planting Plan L4.01 20 JKH MKW Feet4020010 Local Comments 10/8/21 SMW1 Local Comments 11/15/21 MKW2 Act 250 Submission 11/17/2021 SMW3 Local Comments 12/17/21 MKW4 Local Comments 05/18/22 SMW5 Ground Flo o r Second Floo r INTERSTATE 89 WILLISTON ROADUS ROUTE 2DOR S E T S T R E E T 1 ARA 1 ARA 15 SH 18 SH 5 CA 22 SB10 CA 3 TO 4 BN 1 BN 8 MD 11 NF 19 PVS 10 HSO 2 AF 46 DS 22 CA 6 PVS 6 PVS 7 EF 7 EF 6 GBP 8 CA 8 CA 8 CA 9 CA 9 HSO 16 PVS 53 MD 5 JP2 2 PQV 2 PQV2 PQV2 PQV 842-GREEN R O O F T R A Y S PRIVACY SCREEN WALL PUBLICLY ACCESSIBLE GREEN ROOF SECOND FLOOR PRIVATE TERRACES TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 83,927 SF HOLIDAY INN FFE = 314.5' (RENOVATION OF EXISTING BUILDING) PROPOSED LOBBY ADDITION TOTAL GSF = 136,561 SF FFE = 313.9' MULTI-USE BUILDING PROPOSED ADDITION FUTURE PHASE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved For Construction July 29, 2021 27 57913.01 Phase 2 Planting Plan L4.02 21 JKH MKW Feet4020010 PHASE 3 Local Comments 10/8/21 SMW1 Local Comments 11/15/21 MKW2 Act 250 Submission 11/17/2021 SMW3 Local Comments 12/17/21 MKW4 Local Comments 05/18/22 SMW5 UP2013-SC-1 EDGE OF DELINEATED WETLAND (TYP) 2013-3 50-FT WETLAND BUFFER (TYP) VHB NATURAL RESOURCE STUDY AREA (TYP.)WILLISTON ROADTO I-89 STANDARD SILT FENCE (TYP) LIMIT OF DISTURBANCE (TYP) PROJECT DEMARCATION (TYP)WILLISTON ROADTO I-189 STABILIZED CONSTRUCTION ENTRANCE 2193 SQFT HOLIDAY INN HAMPTON INN PROPOSED MIXED-USE BUILDING PERMANENT WETLAND BUFFER IMPACT APPROX. 2,180 SF (0.031 AC) PROPOSED GAS LINE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved for Construction Sept. 25, 2019 22 57913.01 Wetland Impact Exhibit W1.01 1 SMW PBS Feet6030015 DRB Submission 9/23/2021 PBS1 DRB/DEC Submission 5/9/2022 PBS2 WILLISTON ROADTO I-89 SUBSURFACE INFILTRATION SYSTEM #1 SUBSURFAC E I N F I L T R A T I O N SYSTEM #2 HOLIDAY INN MULTI-USE BUILDING FUTURE PHASE POTENTIAL TEMPORARY SOIL STOCKPILE LOCATION PROJECT DEMARCATION (TYP) LIMIT OF DISTURBANCE (TYP) STANDARD SILT FENCE (TYP) INLET PROTECTION (TYP) SURROUND TEMPORARY SOIL STOCKPILE WITH FILTER SOCKS, GRAVEL BAGS, OR SILTFENCE. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 CONSECUTIVE CALENDAR DAYS STABILIZE WITH TEMPORARY MULCH MATERIAL. LIMITS OF VEGETATION PROTECTION LIMITS OF TREE PROTECTION (TYP) CONSTRUCTION LAYDOWN AREA of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved For Construction July 29, 2021 27 57913.01 Erosion and Sediment Control Plan C6.01 8 CHS PBS Feet6030015 NOTE: 1.AREAS DRAINING TO STORMWATER INFILTRATION SYSTEMS OR BIORETENTION AREAS SHALL RECEIVE FINAL STABILIZATION PRIOR TO ALLOWING RUNOFF TO DRAIN TO THE TREATMENT SYSTEMS. Local Comments 8/30/21 SMW1 Local Comments 11/15/21 SMW2 Act 250 Submission 11/17/2021 SMW3 Local Submittal 05/18/22 PBS4 Ground Floo r Ground Floo r Second Floo r Second Floo r GAS SERVICE (TYP) PROPERTY LINE FIXED BOLLARD (TYP.)3.01 C BRICK PAVERS (TYP.)3.00 B 3.01 D BIKE RACK 5ea (10 bikes)3.00 A 16 13 10 23 23 22 12 8 2 3 6' SCREEN FENCE 3.01 E 13 BRICK PAVERS (TYP.)3.00 B BIKE RACK 8ea (16 bikes)3.00 A LANDSCAPE TRELLIS/PERGOLA 2 BENCHES (8ea.) COVERED SITTING AREA FUTURE PHASE 3.01 D BENCHES (3ea.) GREEN ROOF GREEN ROOF of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Review Not Approved For Construction July 29, 2021 27 57913.01 Landscape Layout and Materials L2.00 16 MKW MPH Feet6030015 PHASE 3 Local Comments 10/8/21 SMW1 Local Comments 11/15/21 MKW2 Act 250 Submission 11/17/2021 SMW3 Local Comments 05/20/2022 SMW4