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Home My WebLink AboutPermit Certificate of Occupancy CO-24-2524 25 X 6/7/2024 X WIL L I S T O N R O A D TO I-89 LIMITS OF FUTURE RIGHT OF WAY EXISTING PROPERTY LINE PROPOSED 7'x12.5' TRANSFORMER PAD LOCATION (K30.3 VAULT). CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS PROPOSED 4'X10' GENERATOR PAD PROPOSED 8'x15' TRANSFORMER PAD LOCATION (K30.6 VAULT). CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS PROPOSED 7'x12.5' TRANSFORMER PAD LOCATION (K30.3 VAULT). CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS PEDESTRIAN PUSH BUTTON PEDESTAL. LOCATION AND WIRING TO BE COORDINATED WITH ENGINEER AND SOUTH BURLINGTON DPW PR I M A R Y B U I L D I N G F A C A D E 12' PLAZA 8' WIDE MULTI-USE PATH TOTAL GSF = 59,815 SF FFE = 313.95' (RENOVATION OF EXISTING BUILDING) PROPOSED LOBBY ADDITION TOTAL GSF = 136,561 SF FFE = 313.9' PROPOSED POOL ADDITION END CURB FLUSH CURB FLUSH CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB BEGIN TRANSITION CURB FLUSH CURB BEGIN MOUNTABLE CURB END MOUNTABLE CURB 18'X25' CONCRETE DUMPSTER PAD WITH ENCLOSURE BEGIN TRANSITION CURB END PERMANENT SIDEWALK TEMPORARY CONCRETE SIDEWALK AND CURB, EXTEND TO FULL HEIGHT CURB 10 23 23 22 12 8 3 2 16 13 12 FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING TOTAL GSF = 83,927 SF FFE = 314.5' HAMPTON INN END CURB TEMPORARY DRIVE AISLE 20' TEMPORARY DRIVE AISLE 20' TEMPORARY DRIVE AISLE R50' R20' R30' SIX (6) U-RACKS (12 SPACES TOTAL) EXISTING PROPERTY LINE LIMITS OF FUTURE ROW LIMITS OF PHASE 2A 1.5'x3' COMMUNICATIONS PEDESTAL (2) 2.2'X3.2' COMMUNICATIONS VAULT (2) 1' MIN. SEPARATION 2' MIN. SEPARATION A B C DABCD A B C D 6' WIDE TEMPORARY ASPHALT PATH of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Proposed Site Plan C2.01 3 CHS PBS Feet6030015 Parking Summary Chart Description Spaces Existing Proposed NOTE: SNOW STORAGE WILL BE LOCATED ONSITE WHERE SHOWN. EXCESS SNOW WILL BE MOVED TO AN OFFSITE LOCATION IN RESPONSE TO THE FACILITY PARKING NEEDS. NOTE: CITY PARKING REQUIREMENT FOR RESIDENTIAL: 0.75 SPACES/1-BR-STUDIO-UNIT + 1.5 SPACES/2-BR-UNIT+ 0.75 SPACES/4 UNITS =(0.75*72 UNITS)+(1.5*11 UNITS)+ ((0.75)*(83 UNITS/4) = 86 RESIDENTIAL SPACES REQUIRED Zoning Summary Chart Zoning District(S):Form Based Code - Transect Zone 4 Overlay District(S):Major Intersections - Zone 1, Transit Overlay District Zoning Regulation Requirements Existing Required Provided Revised Phase 2A Limits and Temp Drive Aisle 09/14/2023 DJH6 Revised Phase 2A Limits 10/31/2023 DJH8 Revised Phase 2A Limits / Courtyard 12/12/2023 DJH9 Open Space / Parking Revisions 04/17/2024 DJH11 Northern SW As-Built / Remove Fence 05/29/2024 DJH12 12 12 WIL L I S T O N RO A D TO I-89 5' DIA. TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 136,561 SF FFE = 313.9' FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING REMOVE EXISTING DRIVEWAY, RESTORE TO PERVIOUS GRASS SURFACE, GRADE TO DRAIN 12" MIN. TOTAL SOIL DEPTH (4" MIN TOPSOIL) TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 136,561 SF FFE = 313.9' FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING (RENOVATION OF EXISTING BUILDING) LIMITS OF PHASE 2A 312.2313.3 313 TC312.5 BC 310.5 TC 310 BC 309.5 TC 309 BC 308.5 309 TC 308.5 BC 312.8 313.65 TC/BC 314.3 TC313.7 BC 313.7 313.2 314.2 TC313.6 BC 313.8 313.7 313.7 313.9313.9 313.85313.85 310.5 TC 311.5 TC 313.3 GT D GT D 313.3 314.1 314.7314.6 314.3314.2 312.15 313.3313.4 314.23 313.7 TC313.2 BC 313.8 TC313.3 BC 313.75 313.5 TC313.0 BC 313.9 310 TC309.5 BC 312.5 TC312 BC309 TC 313.9 313.9 313.9 313.75 313.75 TC313.25 BC 313.8 TC313.3 BC 313.8 TC 313.3 BC 312.6 TC 312.7 314.0 314.2 TC313.6 BC 313.45 314.0 313.65 TC/BC 313.7 312.8 313.0 312.6 312.7 312.6 313.4 313.1313.3312.7 312.5 312.5312.1 313.2 313.5 313.5 313.0 314.85 4" STEP EDGE OF DELINEATED WETLAND (TYP) 2013-3 50-FT WETLAND BUFFER (TYP) Br Fu HlB AdE AdA ScB 8" P V C 6 RIM=313.3 INV=308.2 OUT 7RIM=313.5 INV=308.4 INV=308.2 7B OUT CB 3 RIM=311.9 INV=306.6 OUT CB 4RIM=311.9 INV=306.6 OUT CB 15RIM=308.2 INV=304.8 INV=305.1 OUT CB 12RIM=312.8 INV=306.2 INV=306.2 INV=306.1 13 RD3 OUT CB 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 17 RIM=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 REMOVE EXISTING GREASE TRAP AND MANHOLE 21 RIM=312.6 INV=309.2 OUT CB 1A RIM=312.4 INV=302.3 1B DMH 24 " H D P E ELIMINATE EXISTING OUTFALL. PLUG OUTLET. BACKFILL PIPE WITH FLOWABLE FILL. COORDINATE ALL WORK WITH VTRANS. 2% M I N . SL O P E 2RIM=312.4 INV=306.4 INV=306.4 INV=304.4 INV=304.3 4 3 5 OUT DMH16RIM=313.1 INV=309.4 OUT CB 13RIM=312.6 INV=308.6 INV=308.5 13 B OUT CB 12 " H D P E 15"HDPE 15 " H D P E 15 " H D P E 1 5 " H D P E 15"HDPE 22 RIM=312.4 INV=307.2 INV=305.0 19 OUT DMH 15"HDPE 8 " P V C 5 RIM=313.6 INV=307.5 INV=307.5 INV=308.1 INV=305.5 6 7 1 6 OUT DMH 10"PVC 7B RIM=313.3 INV=308.8 INV=308.6 7A OUT CB 12" H D P E 12" HDPE ROOF DRAIN CONNECTION 15 " H D P E SUBSURFACE INFILTRATION SYSTEM #1 SUBSURFA C E INFILTRATIO N SYSTEM #2 1 5 " H D P E 13 B RIM=312.0 INV=308.7 OUT CB 6"PV C 18"HDPE 14ARIM=309.9 INV=304.9 INV=304.8 INV=305.1 INV=304.8 11 OUT OUT OUT CB 11 RIM=312.5 INV=306.0 INV=305.7 INV=305.6 RD4 12 OUT CB 1B RIM=312.4 INV=302.5 INV=302.4 2 OUT DMH 12 " P V C 18"HDPE 15"HDPE 15"HDPE CORE NEW INVERT AT 305.2 ADD RISER SECTION, MANHOLE FRAME, AND COVER, AND ADJUST TO FINISH GRADE. OUT (W) (E) (N) 14B RIM=310.0 INV=304.7 INV=305.7 INV=304.7 14A OUT OUT DMH (EX CB#1) (N) (S) (E) 12"HDPE12"HDPE 12"HDPE 12"HDPE 12"HDPE 8"PVC 12 " H D P E 8" P V C 8"PVC 8" P V C 8"PVC 12"H D P E CO CO GMP TO HOLD EXISTING POLE AND REINSTALL GUY WIRE. COORDINATE DRAINAGE WORK WITH GMP. RD INV=307.0 4" S D R 3 5 P V C @ 1 % M I N . CANOPY DRAIN INV=309.5 WYE INTO 12" HDPE BENDS AS NECESSARY 24 RIM=313.1 INV=300.1 INV=300.1 INV=300.0 23 OUT DMH 12"HDPE 12 " H D P E AS-BUILT INV W/ CAP = 300.6 FES INV = 299.0 18 " H D P E (2) 6" SDR 35 PVC. INV. = 309.2 EXTEND 6" PVC 5' BEYOND PHASE 2A PAVERS AND WITNESS FIELD VERIFIED LOCATION OF CWD WATER MAIN REMOVE EXISTING WATER SERVICE, VALVES AND HYDRANT. SHUTDOWN OF THIS LINE SHALL BE PERFORMED BY CWD/SBWD PERSONNEL ONLY. EXISTING HYDRANT 8" DI FIRE SERVICE. COORDINATE WITH MECHANICAL PLANS FIRE DEPARTMENT CONNECTION LOCATION (CONFIRM WITH SPRINKLER DESIGNER) 4" DOMESTIC SERVICE. FINAL SIZE PER MECHANICAL PLANS HYDRANT 8" GATE VALVE CAP LINE FOR FUTURE CONSTRUCTION 8x3 TEE 8" GATE VALVE EXISTING 8" DI WATER SERVICE 3" GATE VALVE 8x8 TEE 8X6 TEE NEW HYDRANT NEW 8" DI WATER MAIN REMOVE EXISTING WATER SERVICE. PROPOSED 8"x8" CUT-IN-TEE WITH VALVE CLUSTER NEW 8" D.I. CL52 WATER MAIN 6" GATE VALVE NEW 8" DI WATER MAIN 8" GATE VALVE 6" GATE VALVE 6" GATE VALVE 8" TO 6" REDUCER INV W/ CAP = 307.61 7A RIM=313.1 INV=310.0 OUT CB 12 " H D P E 8" D.I. CL52 WATER MAIN STUB (CAP WITH THRUST BLOCK) 8x8 TEE 10" SDR 35 PVC ROOF DRAIN INV = 309.8 CAP FOR FUTURE CONNECTION TEMPORARY 6" PERFORATED SDR35 PVC INFILTRATION TRENCH 8" SDR35 PVC INV. = 307.5 STUB, CAP AND WITNESS 8x6 TEE 8" TO 4" REDUCER 4" GATE VALVE 2% M I N . SL O P E 8" SDR35 PVC INV. = 304.5 STUB, CAP AND WITNESS CO INV.=309.3 CANOPY DRAIN INV.=309.5 CANOPY DRAIN INV.=309.4 CANOPY DRAIN INV.=310.0 CO INV=309.8 6" SDR 35 PVC @ 0.5% MIN. 15" HDPE INV. = 308.9. STUB, CAP AND WITNESS S 7 5 ° 5 6 ' 2 6 " W 300 305 310 NRCS Soils Summary SYMBOL SOIL NAME HYDROLOGIC GROUP HYDRIC SOILS FARMLAND SOIL AdA ADAMS AND WINDSOR LOAMY SANDS, 0 TO 5 PERCENT SLOPES A NO STATEWIDE AdE ADAMS AND WINDSOR LOAMY SANDS, 30 TO 60 PERCENT SLOPES A NO NPSL Br BORROW PITS N/A N/A NPSL Fu FILL LAND A N/A NPSL HlB HARTLAND VERY FINE SANDY LOAM, 2 TO 6 PERCENT SLOPES C/D YES STATEWIDE, IF DRAINED ScB SCANTIC SILT LOAM, 2 TO 6 PERCENT SLOPES C/D YES STATEWIDE, IF DRAINED of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Grading and Drainage Plan C3.01 4 CHS PBS Feet6030015 Added Wetland Buffer / Revised Phase 2A Limits 10/31/2023 DJH8 Revised Phase 2A Limits / Courtyard 12/12/2023 DJH9 Added Landings to Northern NDMF I Entrances 2/7/2024 DJH10 Open Space / Parking Revisions 04/17/2024 DJH11 Northern SW As-Built / Remove Fence 05/29/2024 DJH12 12 12 WIL L I S T O N R O A D TO I-89 FUTURE PHASE PROPOSED UNDERGROUND ELECTRICAL SERVICE. PROPOSED TRANSFORMER PAD LOCATION (K30.6 VAULT). CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS REMOVE EXISTING GREASE TRAP AND MANHOLE 2% M I N . SL O P E EXISTING 8x8 TEE 8" DI FIRE SERVICE. COORDINATE WITH MECHANICAL PLANS EXISTING GMP LIGHTING, POLES AND SERVICE TO BE REMOVED AND REPLACED WITH NEW POLES AND SERVICES BY OWNER. REFER TO LIGHTING PLANS AND COORDINATE WITH GMP AND ELECTRICAL PLANS. REMOVE EXISTING OVERHEAD ELECTRICAL SERVICE. COORDINATE WITH GMP PROPOSED 4'X10' GENERATOR PAD PROPOSED TRANSFORMER PAD LOCATION (K30.3 VAULT). CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS MIN. 2" DOMESTIC SERVICE. FINAL SIZE PER MECHANICAL PLANS 3-PHASE CONCRETE ENCASED CONDUIT TRANSFORMER PAD LOCATION (K30.3 VAULT). CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS THREE PHASE ELECTRICAL SERVICE. CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS THREE PHASE ELECTRICAL SERVICE. CONTRACTOR TO COORDINATE WITH GMP AND ELECTRICAL PLANS REMOVE EXISTING UTILITY POLE AND OVERHEAD ELECTRICAL SERVICE. COORDINATE WITH GMP AND ENGINEER S2 RIM=313.9 INV=303.1 INV=304.4 INV=303.00 8"IN 8"IN OUT SMH 2" PE GAS MAIN 8" GATE VALVE CONSTRUCTED 6" DI WATER SERVICE. 6" GATE VALVE GAS METERS 8"x6" REDUCER TIE-IN TO EXISTING STEEL WITH 4" TRANSITION FITTING. 4"X2" REDUCER 3/4" PE GAS SERVICE 3/4" PE GAS SERVICE 3/4" PE GAS SERVICE END MAIN WITH 2" PURGE POINT CAP. LOC. BOX OVER END. CAP FOR FUTURE CONNECTION 1.5'x3' COMMUNICATIONS PEDESTAL (2) 2.2'x3.2' COMMUNICATIONS VAULT (2) A B C DABCD A B C D 6' MIN.PROVIDE 10' CLEARANCE THIS SIDE OF TRANSFORMER FIELD VERIFIED LOCATION OF CWD WATER MAIN REMOVE EXISTING WATER SERVICE, VALVES AND HYDRANT. SHUTDOWN OF THIS LINE SHALL BE PERFORMED BY CWD/SBWD PERSONNEL ONLY. EXISTING HYDRANT 8" DI FIRE SERVICE. COORDINATE WITH MECHANICAL PLANS FIRE DEPARTMENT CONNECTION LOCATION (CONFIRM WITH SPRINKLER DESIGNER) 4" DOMESTIC SERVICE. FINAL SIZE PER MECHANICAL PLANS HYDRANT 8" GATE VALVE CAP LINE FOR FUTURE CONSTRUCTION 8x3 TEE 8" GATE VALVE EXISTING 8" DI WATER SERVICE 3" GATE VALVE 8x8 TEE 8X6 TEE NEW HYDRANT NEW 8" DI WATER MAIN REMOVE EXISTING WATER SERVICE. PROPOSED 8"x8" CUT-IN-TEE WITH VALVE CLUSTER NEW 8" D.I. CL52 WATER MAIN 6" GATE VALVE NEW 8" DI WATER MAIN 8" GATE VALVE 6" GATE VALVE 6" GATE VALVE 8" TO 6" REDUCER CONCRETE ENCASED CONDUIT SLEEVE. CONTRACTOR SHALL COORDINATE WITH TELECOM UTILITIES ON REQUIRED CONDUIT SIZE AND MATERIALS 8" D.I. CL52 WATER MAIN STUB (CAP WITH THRUST BLOCK) 8x8 TEE 8" SDR35 PVC INV. = 307.5 STUB, CAP AND WITNESS S3 RIM=313.85 INV=306.9 INV=306.8 NDMF II OUT SMH 8x6 TEE 8" TO 4" REDUCER 4" GATE VALVE 2% M I N . SL O P E 8" SDR35 PVC INV. = 304.5 STUB, CAP AND WITNESS 30+50.55 30+00 12+03.02 10+00 11+00 12+00 HOLIDAY INN HAMPTON INN MULTI-USE BUILDING LIMITS OF PHASE 2A of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Utility Plan C4.01 6 CHS PBS NOTE: 1.CONTRACTOR SHALL NOTIFY ENGINEER AND CWD AT LEAST 5 DAYS PRIOR TO WORK WITHIN 10 FEET OF CWDs TRANSMISSION MAIN. 2.CONTRACTOR SHALL PROVIDE SHEETING/SHORING SUPPORT DURING STRUCTURE EXCAVATION WHEN EXCAVATION IS WITHIN 10 FEET OF THE CWD TRANSMISSION MAIN. 3.ALL BUILDING SEWER SERVICES AND ROOF DRAINS SHALL HAVE A MINIMUM PIPE SLOPE OF 2% FROM THE BUILDING TO THE SEWER MAIN OR CONNECTION MANHOLE. 4.ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES, CURRENT EDITION 5.CONTRACTOR SHALL CONFIRM ALL BUILDING UTILITY SERVICE LOCATIONS WITH THE PROJECT MEP PRIOR TO INSTALLATION Feet6030015 Rvised Phase 2A Limits and Temp Drive Aisle 09/14/2023 DJH6 Revised Phase 2A Limits 10/31/2023 DJH8 Revised Phase 2A Limits / Courtyard 12/12/2023 DJH9 Open Space / Parking Revisions 04/17/2024 DJH11 Northern SW As-Built / Remove Fence 05/29/2024 DJH12 12 12 EXISTING 8x8 TEE 8" GATE VALVE CONSTRUCTED 6" DI WATER SERVICE. 6" GATE VALVE 8"x6" REDUCER 300 305 310 WIL L I S T O N R O A D TO I-89 SUBSURFACE INFILTRATION SYSTEM #1 SUBSURFAC E I N F I L T R A T I O N SYSTEM #2 FUTURE PHASE HOLIDAY INN MULTI-FAMILY 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 LIMITS OF PHASE 2A of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Erosion and Sediment Control Plan C6.01 10 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. Revised Phase 2A Limits 10/31/2023 DJH8 Revised Phase 2A Limits / Courtyard 12/12/2023 DJH9 Revised Silt Fence 01/22/2024 DJH10 Open Space / Parking Revisions 04/17/2024 DJH11 Northern SW As-Built / Remove Fence 05/29/2024 DJH12 12 12 11 LANDSCAPE LAYOUT AND MATERIAL PLAN 2.02 MA T C H L I N E 2 . 0 2 LIMITS OF PHASE 2A LIMITS OF PHASE 2A LIMITS OF PHASE 2A DN UP UP DN UPDN Ground Floo r Second Floo r Ground Floo r Second Floo r TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 136,561 SF FFE = 313.9' FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING FUTURE PHASE 10 LANDSCAPE LAYOUT AND MATERIAL PLAN 2.01 of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Overall Landscape Layout and Materials L2.00 18 MKW MPH Feet6030015 12 12 LIMITS OF PHASE 2A LIMITS OF PHASE 2A UPDN Ground Flo o r Second Flo o r FUTURE PHASE PROTECTIVE BOLLARD (TYP.) 2ea L3.02 C 19 ' - 6 " 5'-0" 7'- 4 " 10'-6" DUMPSTER ENCLOSURE D L3.02 D L3.0210 ' - 0 " 12 ' - 0 " 32'-0" 4'-0"2'- 0 " 2'-0" 2'- 0 " CL MIRROR OPPOSITE SIDE OF PLANTER, TYP. 12'-0" 4'-0"8' - 0 " PLANTER 'A' 6'- 0 " 10 ' - 0 " POINT OF BEGINNING, PAVING PATTERN ON ROOF CONCRETE PAVING, REFER TO CIVIL DOCS. 32'-0" 4'-0" 4'-0" PLANTER 'A' 8'- 0 " 6'- 1 " 6'- 1 " ALIGN WITH BUILDING/VENT CORNER, TYP. 5'-0" 15 ' - 6 " 6'- 0 " of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Landscape Layout and Materials Enlargement L2.01 19 MKW MPH Feet201005 12 12 DN UP UP DN UPDN Ground Flo o r Second Flo o r Ground Flo o r Second Floo r INTERSTATE 89 FUTURE PHASE 9 GT 6 GT 1 GT 1 GT 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 JP2 1 AF 1 AF 21 JP2 REFER TO GREEN ROOF PLANTING PLAN - L4.03 REFER TO GREEN ROOF PLANTING PLAN - L4.03 11 CA 5 TC 11 10 CA 17 SB 2 ARA 37 EF 9 CA 1 TC2 26 SB 5 JP2 8 HSO 10 HG 11 HSO41 CA 3 CA 9 CA 11 CA 11 CA 14 CA 11 HSO 5 PVS 14 EF 19 CA 19 CA 21 HSO 4 PVS 7 EF 3 ARA 6 PVS 7 EF 11 11 11 18 SB LIMITS OF PHASE 2A LIMITS OF PHASE 2A TEMPORARY OPEN SPACE LIMITS OF PHASE 2A LIMITS OF PHASE 2A of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Planting Plan Enlargement L4.01 25 JKH MKW Feet4020010 12 12 Ground Floo r Second Floo r Ground Floo r Second Floo r PARKING ISLAND 398 S.F. PARKING ISLAND 408 S.F. PARKING ISLAND 144 S.F.PARKING ISLAND 130 S.F. PARKING ISLAND 97 S.F. PARKING ISLAND 250 S.F. PARKING ISLAND 76 S.F. PARKING ISLAND 76 S.F. PARKING ISLAND 575 S.F. PARKING ISLAND 493 S.F. 10 23 23 22 12 8 3 2 16 13 12 FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING FUTURE PHASE HAMPTON INN EXISTING PARKING AREA NEW PARKING AREA PARKING ISLANDS OPEN SPACE OPEN SPACE, "COURTYARD", 8,867 SF, SHARED 4,440 SF RESIDENTIAL, SHADE TREES FOR PARKING REQUIREMENT of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Landscape and Open Space L4.04 28 JRD MKW Feet6030015 LANDSCAPING SUMMARY PARKING SPACES IN EXISTING PAVED AREA: 115 NEW PARKING SPACES:29 TOTAL PARKING (SURFACE PARKING):144 TOTAL PARKING LOT SHADE TREES REQUIRED (1 PER 5 SPACES)**:25 TOTAL SHADE TREES PROVIDED (In parking areas):26 * Section 13.06 (B) (2) of the LDR sets a requirement of 10% of the interior parking lot to be landscaped islands planted with trees, shrubs, and other plants. ** Section 13.06 (B) (4) of the LDR sets the requirement for parking areas to provide one (1) deciduous shade tree for every five (5) parking spaces. The required shade trees were calculated based upon the total parking spaces being provided. Total count of required trees is based on 144 total parking spaces minus the 22 parking spaces on the western parcel boundary since the Project cannot plant in the VTrans and CWD existing ROW to the west side of the parcel. NEW PARKING LOT AREA: 6,020 SF PARKING LOT INTERIOR PLANTED ISLANDS REQUIRED*: 602 SF TOTAL PARKING LOT INTERIOR PLANTED ISLANDS PROVIDED: 2,647 SF OPEN SPACE SUMMARY HOLIDAY INN GROSS SQUARE FOOTAGE: 59,814 SF MIXED-USE BUILDING I - COMMERCIAL SPACE: 5,789 SF HAMPTON INN GROSS SQUARE FOOTAGE: 83,927 SF TOTAL GROSS SQUARE FOOTAGE OF NON RESIDENTIAL* 149,530 SF * Open space requirements based open Table 8-1 Open Space Requirements, 6% of building gross floor area for non-residential buildings with a parcel size greater than 20,000 S.F for parcels in T-4 transect zone. ** Open space requirement for residential units is 60sf per residential unit. QUALIFYING OPEN SPACE REQUIRED (Non Residential*): 8,972 SF QUALIFYING OPEN SPACE REQUIRED (Residential**): 4,980 SF TOTAL OPEN SPACE REQUIRED 13,952 SF RESIDENTIAL UNITS MIXED USE BUILDING (83ea)** TOTAL OPEN SPACE PROVIDED:14,629 SF OPEN SPACE, "COURTYARD", 9,130 SF - SHARED, 4,980 SF - RESIDENTIAL, 4,150 SF - NON-RESIDENTIAL OPEN SPACE, "OUTDOOR CAFE/RESTAURANT SEATING", 3,639 SF - NON-RESIDENTIAL OPEN SPACE, "SNIPPET/PARKLET", 1,860 SF - NON-RESIDENTIAL 12 12 Ground Floo r Second Floo r Ground Floo r Second Floo r 10 23 23 22 12 8 3 2 16 13 12 FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING FUTURE PHASE HAMPTON INN OPEN SPACE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Open Space (Phase 2A) L4.05 28A JRD MKW Feet6030015 MULTI-BUILDING OPEN SPACE SUMMARY (PHASE 2A) MIXED-USE BUILDING I - COMMERCIAL SPACE: 5,789 SF RESIDENTIAL UNITS MIXED-USE BUILDING (83ea)** * Open space requirements based open Table 8-1 Open Space Requirements, 6% of building gross floor area for non-residential buildings with a parcel size greater than 20,000 S.F for parcels in T-4 transect zone. ** Open space requirement for residential units is 60sf per residential unit. QUALIFYING OPEN SPACE REQUIRED (Non Residential*): 347 SF QUALIFYING OPEN SPACE REQUIRED (Residential**): 4,980 SF TOTAL OPEN SPACE REQUIRED 5,327 SF TOTAL OPEN SPACE PROVIDED (PHASE 2A): 5,350 SF OPEN SPACE, "COURTYARD", 5,350 SF - PUBLIC 12 12 WI L L I S T O N R O A D (N O T E 9 ) (NOTE 10) DN UP UP DN UPDN Ground Floo r Second Floo r Ground Floo r Second Floo r TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 136,561 SF FFE = 313.9' 1 1 FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING 10 9 9 11 C6 C7 A1 A2 A3 A4A5 A6 A8 A9 A10 B3 C2 A7 F1 F2 F3F4 F5 F8 F9 G1 G2 G3 G4 G5 G6 C1 C3 C4C5 H3 H4 H7 H8 H9 H10 H5 H6 F7 H1 H2 F6B2 1 1 LIGHTING PLAN 6.01 LIGHTING PLAN 6.02 LIGHTING PLAN 6.03 TOTAL GSF = 59,815 SF FFE = 313.95' TOTAL GSF = 136,561 SF FFE = 313.9' FUTURE PHASE HOLIDAY INN MULTI-FAMILY BUILDING FUTURE PHASE 10 LIMITS OF PHASE 2A LIMITS OF PHASE 2A LIMITS OF PHASE 2A LIGHTING PLAN 6.04 LIGHTING PLAN 6.05 of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Overall Landscape Lighting Plan L6.00 30 JKH MKW Feet6030015 LIGHT FIXTURE AND POLE SPECIFICATIONS 3,000K SACL - Saturn Cutoff LED Mounting: Manufacturer: Fixture A Pole: Fixture: Light Engine: Color Temperature: Selux 1 Optics:R3 5G700 Pole Height:20' Phillips APR5S-20 SV (Silver)Finish: DS (No uplight finish)Options: 3,000K SACL - Saturn Cutoff LED Mounting: Manufacturer: Fixture B Pole: Fixture: Light Engine: Color Temperature: Selux 1 Optics:R3 5G700 Pole Height:13' Philips APR4F-13 SV (Silver)Finish: DS (No uplight finish)Options: 3,000K7 - 70CRI Ouro20 Mounting: Manufacturer: Fixture C Pole: Fixture: Light Engine: Color Temperature: KIM Lighting FM44 (Flush Mount) Optics:Type III 24L-65 7,000 Pole Height:16' LTRA16-6188 BL (Black)Finish: SF, CLROptions: 3,000K EDGE EV3D Mounting: Manufacturer: Fixture D Fixture: Light Engine: Color Temperature: Pinnacle Recessed Shielding: Satine Lens 17.1 Watt Voltage:120-277V WhiteFinish: Voltage:120-277V Voltage:120-277V Voltage:120-277V (Approx 12foot Mounting) 3,000K 1649SK-LED Manufacturer: Fixture E Fixture: Light Source: Color Temperature: Hinkley Lighting 11W LED Mounting Height:6' (To bottom of fixture) Black SatinFinish: 3,000K SACL - Saturn Cutoff LED Mounting: Manufacturer: Fixture F Fixture: Light Engine: Color Temperature: Selux Wall Mounted, 9'-4", Optics:R4 5G400 SV (Silver)Finish: DS (No uplight finish)Options: Voltage:120-277V Fixture G Height Measured to Center of Mounting Bracket 3,000K SACL - Saturn Cutoff LED Mounting: Manufacturer: Pole: Fixture: Light Engine: Color Temperature: Selux 1 Optics:R4 - House Side Shield 5G700 Pole Height:20' Phillips APR5S-20 SV (Silver)Finish: DS (No uplight finish)Options: Voltage:120-277V Mini Beacon Pathlight Stem Length: Manufacturer: Fixture H Fixture: Teka Illumination 18" Material:Aluminum Solid State (MBP) Style:8" Shade (SD8) LED Type:7W LED, 2700K (e93) Black Satin Powercoat (BLP)Finish: Cone Cap (CC1)Cap Stype: PMC mounting plateMounting: Notes: 1.Fixture "H" shall be powered by a remote transformer, contractor to coordinate power feed and connection from mechanical room of the building. Install per manufacturer's recommendations. 2.Controls for Fixture H: Provide astrological time clock. Install dimmer connected to astrological time clock that is suitable for low temperature and high humidity use. Astrological time clock and dimmer shall be installed in a surface mounted in-use gasketed and lockable enclosure. 3.Mounting for Fixture H: Light fixture will be mounted to the deck surface using the provided mounting plate by the manufacturer. Contractor to coordinate waterproofing penetrations associated with the installation. 12 12 UPDN 10 9 A9 A10 G1 G2 G3 G4 G5 G6 F7 PARKING LIGHTING POWER FEED FROM BUILDING 1.5" WIRED CONDUIT WITH AC POWER LIGHT FIXTURE L7.00 A LIGHT FIXTURE L7.00 A SITE LIGHTING POWER FEED FROM BUILDING MECHANICAL ROOM 1.5" WIRED CONDUIT 1.5" WIRED CONDUIT 10 of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo. vh b . c o m Date 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 Holiday Inn Redevelopment 1068 Williston Rd. South Burlington, Vermont Ph 2A Construction July 29, 2021 35 57913.01 Address P&Z Comments 10/31/20238 Address P&Z Comments 12/12/20239 Added Landings to NDMF I North Ent.02/07/202410 Temporary Open Space Revision11 04/17/2024 Northern SW As-Built / Remove Fence 05/29/202412 Landscape Lighting Plan Enlargement L6.01 31 JKH MKW Feet201005 12 12 A-201E1 A-201 C1 OPEN TO COMMERCIAL SPACE / RETAIL BELOW A-202 D1 A-202 B1 A-201 E4 ELEV. STAIRS 235 APT. LOBBY 206 A1 A-301 A1 A-301 D1 A-301 D1 A-301 A4 A-301 A4 A-301 STAIRS 234 STAIRS 236 1 ABCDE F 2 6 3 4 5 Q P N M L K J H DD 3A 4* 5* 7* ELEV. LOBBY 232 32' - 8"5' - 6"22' - 5"19' - 11" 9' - 0 " 23 ' - 4 " 23 ' - 4 " 5' - 6 " 25 ' - 6 " 30' - 4 1/2" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 9' - 0" 108' - 6" APT. LAUNDRY 203 STOR. 207 1 BEDROOM APT TYPE 1D 209 1 BEDROOM APT TYPE 1A 213 1 BEDROOM APT TYPE 1A 211 1 BEDROOM APT TYPE 1B 215 1 BEDROOM APT TYPE 1A 221 1 BEDROOM APT TYPE 1A 220 1 BEDROOM APT TYPE 1B 216 1 BEDROOM APT TYPE 1A 214 1 BEDROOM APT TYPE 1A 212 1 BEDROOM APT TYPE 1C 210 1 BEDROOM APT TYPE 1B 217 1 BEDROOM APT TYPE 1B 218 1 BEDROOM APT TYPE 1A 222 1 BEDROOM APT TYPE 1A 219 CORR. 231 CORR. 230 TENANT PATIO ROOF TOP PATIO MECH./ELECT. 233 ALUMINUM FENCE CHASE AS REQUIRED FOR PLUMBING A-111 A1 A-112 A1 29' - 3" 5' - 6" 29' - 3" 64' - 0" 201' - 4 1/2" 21' - 6" 102' - 0" TLT. 205A TLT. 205B FITNESS 204 OPEN TO BELOW A-201E1 A-201 C1 IN/OUT HOLIDAY INN A-202 D1 A-202 B1 5,853.32 SF COMMERCIAL SPACE / RETAIL 100 ELEV. PACKAGES 133 PARKING GARAGE 131 STAIRS 136 A1 A-301 A1 A-301 D1 A-301 D1 A-301 A4 A-301 A4 A-301 16 B I K E S 16 B I K E S SLOPE 1/20 (5%) MAX 2 ELECTRIC VEHICLE SPACES 1 ABCDE F 2 6 3 4 5 Q P N M L K J H DD 3A 4* 5* 7* BIKES 116 BIKES 109 BIKES 110 ELEV. LOBBY 132 VEST. 130 32' - 8"5' - 6"22' - 5"19' - 11" 9' - 0 " 23 ' - 4 " 23 ' - 4 " 5' - 6 " 25 ' - 6 " 4' - 0 " 30' - 4 1/2" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 9' - 0" 21' - 6" 101' - 6" 81 ' - 8 " 108' - 6" MECH/ELECT 107 56 BIKES STAIRS 134 CORR. 101 EMPLOYEE LOCKER 5 10 2 2 11 RAMP DN TO PARKING GARAGE STAIRS 135 ELECTRICAL METERS, REF: ELECT. 10' - 0"10' - 0" 43' - 9" A-109 A1 ELECT. 121 CHASE AS REQUIRED FOR PLUMBING CHASE AS REQUIRED FOR PLUMBING A-110 A1 020 021 022 136 136A 121A 121B 30 PARKING SPACES29' - 3" 5' - 6" 29' - 3" 64' - 0" 201' - 4 1/2" 027 030 030 030 017 018 STOR. 111 1. AT LOWER LEVEL AND FIRST FLOOR PROVIDE THREE HOUR FIRE RATED MASONRY AT ELEVATOR USING UL#U914. REFER TO PARTITION SCHEDULE FOR UL RATINGS. 2. AT SECOND THRU ROOF LEVELS PROVIDE TWO HOUR FIRE RATED MASONRY AT ELEVATOR USING UL#U905. REFER TO PARTITION SCHEDULE FOR UL RATINGS. 3. FOR INDIVIDUAL APARTMENT UNIT INFORMATION, REFER TO A-400 SERIES DRAWINGS. 4. ALL STEEL COLUMNS AND BEAMS ARE FIRE RATED, REFER TO A-500 SERIES DRAWINGS. 5. ALL WOOD POSTS, WOOD COLUMNS AND WOOD BEAMS ARE FIRE RATED, REFER TO A-500 SERIES DRAWINGS. 6. SLOPE CONCRETE SLAB ON GRADE FLOORS AS REQUIRED TO FLOOR DRAINS. 7. REFER TO A-500 SERIES DRAWINGS FOR SHAFT WALL / FLOOR INTERSECTION DETAIL. 8. PROVIDE BLOCKING AT CORRIDOR WINDOWS FOR WINDOW TREATMENT, REF: OWNER OFOI. GENERAL FLOOR PLAN NOTES JO B N U M B E R : DR A W N B Y : CH E C K E D B Y : PH A S E : 654321 A B C E D DA T E : BM A A R C H I T E C T U R A L G R O U P BM A , P R O F E S S I O N A L C O R P O R A T I O N A RC H I T E C T S / D E S I G N E R S / P L A N N E R S Th e s e p l a n s a r e c o p y r i g h t e d a n d a r e s u b j e c t t o c o p y ri g h t p r o t e c t i o n as a n " a r c h i t e c t u r a l w o r k " u n d e r S e c . 1 0 2 o f t h e C o py r i g h t A c t , 1 7 U. S . O . a s a m e n d e d D e c e m b e r 1 9 9 0 a n d k n o w n a s A r c h i t ec t u r a l W o r k s Co p y r i g h t P r o t e c t i o n A c t o f 1 9 9 0 . T h e p r o t e c t i o n i n cl u d e s b u t i s n o t li m i t e d t o t h e o v e r a l l f o r m a s w e l l a s t h e a r r a n g e m en t a n d c o m p o s i t i o n of s p a c e s a n d e l e m e n t s o f t h e d e s i g n . U n d e r s u c h p r ot e c t i o n , un a u t h o r i z e d u s e o f t h e s e p l a n s , w o r k o r h o m e r e p r e se n t e d , c a n le g a l l y r e s u l t i n t h e c e s s a t i o n o f c o n s t r u c t i o n o r bu i l d i n g s b e i n g s e i z e d an d / o r m o n e t a r y c o m p e n s a t i o n t o B M A , P r o f e s s i o n a l C or p o r a t i o n . PROJECTCLIENT SE A L ARCHITECT COPYRIGHT 12 M I D D L E S T R E E T A M H E R S T , N E W H A M P S H I R E 0 3 0 3 1 / T / 6 0 3 . 6 7 3 . 1 9 9 1 / F / 6 0 3 . 6 7 2 . 1 3 8 5 WW W . B M A W O R L D . C O M 654321 A B C E D RE V I S I O N S CONSULTANT MP A AP P R O V A L S FI R S T & S E C O N D F L O O R O V E R A L L AR C H I T E C T U R A L P L A N S 31 8 2 08 S E P T E M B E R 2 0 2 2 A- 1 0 2 RK B F O R P E R M I T N O T A P P R O V E D F O R C O N S T R U C TI O N NO R T H D O R S E T M U L T I - F A M I L Y LA R K I N H O S P I T A L I T Y 10 6 8 W I L L I S T O N R D , S O U T H B U R L I N G T O N , V E R M O N T 0 5 4 0 3 41 0 S H E L B U R N E R O A D , B U R L I N G T O N , V E R M O N T 0 5 4 0 1 SCALE:1/16" = 1'-0" D1 OVERALL SECOND FLOOR PLAN N N SCALE:1/16" = 1'-0" A1 OVERALL FIRST FLOOR PLAN SHEET NOTES # DESCRIPTION 017 GAS METER, REF: CIVIL AND PLUMBING. COORDINATE EXACT LOCATION W/ LOCAL UTILITY 018 FIRE DEPARTMENT CONNECTION, REF: SPRINK. 020 5% TRANSITION RAMP 021 10% TRANSITION RAMP 022 16% RAMP 027 POST MOUNT EV CHARGING STATION, REF: CIVIL & ELECT. 030 AREA WAY VENT BELOW W/ GALVANIZED METAL GRATE REF. STRUCT. SD - 1 0 1 SC H E M A T I C F I R S T A N D S E C O N D FL O O R P L A N S 52 19 17 RE V I S E D 6 / 7 / 2 4