HomeMy WebLinkAboutSP-24-21 - Plans - Record - 1068 Williston RoadINTERSTATE
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Champlain School Apartments Partnership
410 Shelburne Road
Burlington, Vermont 05401
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
Feet0400800
Site Plans
Issued for
Date Issued
Latest Issue
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, VT
Permitting
July 29,2021
April 17, 2024
57
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Sheet Index
No.Drawing Title Latest Issue
C1.00 Legend and General Notes 10/17/2022
C2.01 Proposed Site Plan 4/17/2024
C3.01 Grading and Drainage Plan 4/17/2024
C3.02 Intersection Grading Plan 2/7/2024
C4.01 Utility Plan 4/17/2024
C5.01 Roadway Profile Plan 6/8/2023
C5.02 Waterline Profiles Plan 5/23/2023
C5.03 Sewer Profile Plan 6/8/2023
C6.01 Erosion and Sediment Control Plan 4/17/2024
C7.01 Site Details 1 10/17/2022
C7.02 Site Details 2 10/17/2022
C7.03 Site Details 3 6/8/2023
C7.04 Site Details 4 8/8/2023
C8.00 EPSC Narrative and Notes 10/17/2022
C8.01 EPSC Details 10/17/2022
Reference Drawings
No.Drawing Title Latest Issue
Sv-1 Boundary and Topographic Survey Plat 10/18/2021
Sheet Index
No.Drawing Title Latest Issue
L0.00 General Notes & Abbreviations 2/7/2024
L2.00 Overall Landscape Layout & Materials 4/17/2024
L2.01 Landscape Layout and Materials Enlargement 2/7/2024
L2.02 Landscape Layout and Materials Enlargement 4/17/2024
L3.00 Landscape Details 2/7/2024
L3.01 Landscape Details 2/7/2024
L3.02 Landscape Details 2/7/2024
L3.03 Landscape Details 2/7/2024
L4.00 Overall Planting Plan 4/17/2024
L4.01 Planting Plan Enlargement 4/17/2024
L4.02 Planting Plan Enlargement 4/17/2024
L4.03 Planting Plan Enlargement 4/17/2024
L4.04 Landscape and Open Space 4/17/2024
L4.05 Open Space (Phase 2A)4/17/2024
L5.00 Planting Details 2/7/2024
L6.00 Overall Landscape Lighting Plan 4/17/2024
L6.01 Landscape Lighting Plan Enlargement 2/7/2024
L6.02 Landscape Lighting Plan Enlargement 4/17/2024
L6.03 Landscape Lighting Plan Enlargement 4/17/2024
L6.04 Landscape Lighting Plan Enlargement 4/17/2024
L6.05 Landscape Lighting Plan Enlargement 2/7/2024
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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
10
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
10
(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
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.
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
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Date
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Permitting July 29, 2021
35
57913.01
Grading and
Drainage Plan
C3.01
4
CHS PBS
Feet6030015
Temp Drive Aisle Grading 10/04/2023 DJH7
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
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FUTURE PHASE
10
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.
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Date
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Permitting 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
Revised Sanitary Structure S3 08/14/2023 DJH5
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
EXISTING 8x8 TEE
8" GATE VALVE
CONSTRUCTED 6" DI
WATER SERVICE.
6" GATE VALVE
8"x6" REDUCER
300
305
310
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SUBSURFACE INFILTRATION SYSTEM #1
SUBSURFAC
E
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SYSTEM #2
FUTURE PHASE
HOLIDAY INN
MULTI-FAMILY BUILDING
FUTURE PHASE
10
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
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c
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m
Date
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Permitting 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.
Issued for Construction 10/17/2022 PBS1
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
11
LANDSCAPE LAYOUT AND MATERIAL PLAN 2.02
MA
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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.
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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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Overall Landscape
Layout and Materials
L2.00
18
MKW MPH
Feet6030015
WIL
L
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S
T
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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
LA
LA
LA
LA
LA
LA
LA
LA
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
LALA
LA
LA
LA
R15.0'
R18.3'
R229.5'
R221.5'
R15.0'
R30.0'
R49.5'
R100.0'
R5.0'
R5.0'
R5.0'
R5.0'
R5.0'
R3.0'R5.0'R5.0'
R5.0'
R5.0'
R10.0'
R199.5'
R3.0'
R100.0'
R94.0'R55.0'
R65.6'
R21.0'
R7-8 TYPE B
END CURB
FLUSH
CURB
FLUSH CURB
BEGIN
TRANSITION
CURB
BEGIN
TRANSITION
CURB
BEGIN TRANSITION CURB
R12.0'
R34.0'
R5.0'
R10.0'
R5.0'
FLUSH
CURB
BEGIN MOUNTABLE
CURB
END MOUNTABLE
CURB
18'X25' CONCRETE
DUMPSTER PAD
WITH ENCLOSURE
18" GRAVEL
SUBBASE 24" GRAVEL
SUBBASE
24
"
G
R
A
V
E
L
SU
B
B
A
S
E
"F
I
R
E
L
A
N
E
"
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
22
'
-
0
"
22'-0"
8'-
0
"
20'-0"
R10.0'
20' TEMPORARY
DRIVE AISLE
20'
TEMPORARY
DRIVE
AISLE
R50'
R20'
R30'
SIX (6) U-RACKS
(12 SPACES TOTAL)
10
EXISTING PROPERTY LINE
LIMITS OF FUTURE ROW
LIMITS OF
PHASE 2A
WOOD GUARDRAIL
RELOCATED CHAIN
LINK FENCE
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.
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Date
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Permitting 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
Phase 2A Limits and Temp Drive Aisle 06/08/2023 DJH4
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
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.
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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
Paver Coordination, Silva Cell Removal 08/14/20235
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
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
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.
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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
Paver Coordination, Silva Cell Removal 08/14/20235
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
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
WI
L
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T
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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
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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
Paver Coordination, Silva Cell Removal 08/14/20235
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
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.
CONSTRUCTED 6" DI
WATER SERVICE.
Ground Flo
o
r
Second Flo
o
r
1
FUTURE PHASE
9
9
11
A2
A3
A6
A8
A9
A10
B3
A7
G6
H3
H4
H7
H8 H9
H5 H6
SITE LIGHTING POWER FEED FROM
BUILDING MECHANICAL ROOM
1.5" WIRED CONDUIT
1.5" WIRED CONDUIT
1.5" WIRED CONDUIT
WITH AC POWER
1.5" WIRED CONDUIT
WITH AC POWER
LIGHT FIXTURE
L7.00
A
CHARGING STATION
(TYP. OF 3)L3.01
ALIGHT FIXTURE
L7.00
A
2" CONDUIT, PROVIDE WIRE AND
CONNECT TO CHARGING STATIONS,
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
SITE LIGHTING POWER FEED FROM
BUILDING MECHANICAL ROOM
H1
H2
LIGHT FIXTURE
L7.00
A
B2
FUTURE PHASE
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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Feet201005
Landscape Lighting
Plan Enlargement
L6.02
32
JKH MKW
DN
UP
UP DN
Ground Flo
o
r
Second Flo
o
r
1
FUTURE PHASE
911
C6
F1
F2
F3F4
F5
F8 F9
C5
H3
H4
H7
H8 H9
H10
H5 H6
SITE LIGHTING POWER FEED FROM
BUILDING MECHANICAL ROOM
F6
LIGHT FIXTURE A
LIGHT FIXTURE
L7.00
A
B2
FUTURE PHASE
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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Feet201005
Landscape Lighting
Plan Enlargement
L6.03
33
JKH MKW
EXISTING 8x8 TEE
8" GATE VALVE
CONSTRUCTED 6" DI
WATER SERVICE.
6" GATE VALVE
8"x6" REDUCER
DN
UP
Ground Flo
o
r
Second Flo
o
r
1
FUTURE PHASE
911
C6
C7
A1
A2
A4A5
A6
F2
F3F4
F5
F8 F9
C5
H4
H7
H8 H9
H10
H5 H6
CAR CHARGING STATION POWER FEED
FROM BUILDING MECHANICAL ROOM
1.5" WIRED CONDUIT
1.5" WIRED CONDUIT
1.5" WIRED CONDUIT
L3.01
A
LIGHT FIXTURE
L7.00
A
2" CONDUIT, PROVIDE WIRE AND
CONNECT TO CHARGING STATIONS,
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
1.5" WIRED CONDUIT
CENTER LIGHT POLE BASE ON
PARKING STRIPE CENTER LIGHT POLE BASE ON
F6
LIGHT FIXTURE
L7.00
A
LIGHT FIXTURE
L7.00
A
B2
FUTURE PHASE
FUTURE PHASE
LIMITS OF PHASE 2A
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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Feet201005
Landscape Lighting
Plan Enlargement
L6.04
34
JKH MKW
DN
UP
UP DN
UPDN
Ground Floor
Second Floor
Ground Floo
r
Second Floo
r
FUTURE PHASE
FUTURE PHASE
11
11
11
11
DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE
AF 2 Acer x freemanii `Sienna`Sienna Glen Maple 2 1/2 - 3" CAL./ B&B
BN 1 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.
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE
JP2 37 Juniperus horizontalis `Plumosa Compacta`Creeping Juniper 18 - 24" SPD
MD 11 Microbiota decussata Siberian Carpet Cypress/Russian Arborvitae 18 - 24" SPD
PN2 151 Physocarpus opulifolius Ninebark 18 - 24" SPD
TC 5 Taxus cuspidata `Greenwave`Greenwave Yew 18 - 24" SPD
PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE
NF 8 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 121 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL.
PVS 44 Panicum virgatum `Shenandoah`Shenendoah Switch Grass 2 GAL.
PLANT SCHEDULE - Phase 2A
Notes:
1.CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES
ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY.
2.FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
3.CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS
4.REFER TO PLANTING DETAILS FOR PROPER PLANT MATERIAL INSTALLATION REQUIREMENTS.
5.ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH
THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION.
6.IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY
THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING.
11
DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE
ARA 5 Acer rubrum `Armstrong`Armstrong Red Maple 2 1/2 - 3" CAL.
BN 4 Betula nigra `Heritage`Multi-Stem Heritage River Birch 12 -14` HT.
TC2 1 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 2 1/2 - 3" CAL.
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE
EF 65 Euonymus fortunei Wintercreeper #2 CONT.
JP2 5 Juniperus horizontalis `Plumosa Compacta`Creeping Juniper 18 - 24" SPD
MD 53 Microbiota decussata Siberian Carpet Cypress/Russian Arborvitae 18 - 24" SPD
SB 61 Spiraea bumalda `Anthony Waterer`Anthony Waterer Spirea 18 - 24" SPD
PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE
HSO 61 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.
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE
CA 146 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL.
PVS 50 Panicum virgatum `Shenandoah`Shenendoah Switch Grass 2 GAL.
PLANT SCHEDULE - Phase 2B
11
11
11
11
11
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b
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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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Overall Planting Plan
L4.00
24
JKH MKW
Feet6030015
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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Planting Plan Enlargement
L4.01
25
JKH MKW
Feet4020010
DN
UP
UP DN
Ground Flo
o
r
Second Floo
r
INTERSTATE 89
WIL
L
I
S
T
O
N
R
O
A
D
US
R
O
U
T
E
2
DOR
S
E
T
S
T
R
E
E
T
FUTURE PHASE
FUTURE PHASE
6 GBP
REFER TO GREEN ROOF
PLANTING PLAN - L4.03
REFER TO GREEN ROOF
PLANTING PLAN - L4.03
5 TC
11
10 CA
5 JP2
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
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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Planting Plan Enlargement
L4.02
26
JKH MKW
Feet4020010
UP
Ground Floor
Second Floor
Ground Floor
Second Floor
148 GREEN ROOF 1'x2' TRAYS 148 GREEN ROOF TRAYS
72 GREEN ROOF TRAYS
148 GREEN ROOF TRAYS
148 GREEN ROOF TRAYS
NOTES:
1.REFER TO DETAIL D/L3.02 FOR GREEN ROOF TRAYS
6 HSO
44 SH
3 PN3 3 PN3
6 HSO
10 SH
40 HSO
10 SH
14 NF
14 NF
8 PN3
24 CB3
32 CA
6 HSO
44 SH
3 PN3 3 PN3
6 HSO
10 SH
40 HSO
10 SH
14 NF
14 NF
8 PN3
24 CB3
6 HSO
44 SH
3 PN3 3 PN3
6 HSO
10 SH
40 HSO
10 SH
14 NF
14 NF
8 PN3
24 CB3
6 HSO
44 SH
3 PN3 3 PN3
6 HSO
10 SH
40 HSO
10 SH
14 NF
14 NF
8 PN3
24 CB3
32 CA 32 CA12 HSO
12 SA
24 RF
24 PVS
12 HSO
12 SA
24 RF
32 CA
ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE
CA 128 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL.
PVS 24 Panicum virgatum `Shenandoah`Shenendoah Switch Grass 2 GAL.
SH 256 Sporobolus heterolepis Prairie Dropseed 2 GAL.
PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE
CB3 96 Chrysanthemum x superbum 'Becky'Becky Shasta Daisy 1 GAL., 18" o.c.
HSO 232 Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 GAL.
NF 256 Nepeta x faassenii Catmint 1 GAL., 24" o.c.
PN3 56 Perovskia atriplicifolia 'Blue Jean Baby'Blue Jean Baby Russian Sage 1 GAL.
RF 48 Rudbeckia fulgida `Goldsturm`Goldsturm Black-eyed Susan 1 GAL.
SA 24 Sedum x 'Autumn Joy'Autumn Joy Sedum 1 GAL.
PLANT SCHEDULE - GREEN ROOF
Notes:
1.CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY
DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY.
2.FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
3.REFER TO DETAIL D/L3.02 FOR GREEN ROOF TRAY INSTALLATION AND COORDINATION W/ PAVER SYSTEM.
4.IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE
APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING.
DN
UP
UP DN
Ground Flo
o
r
Second Flo
o
r
FUTURE PHASE
1 BN
4 NF
12 CA
4 NF
11
12 CA
15 PVS
2 PQV
2 PQV
2 PQV
11 MD
2 PQV
38 CA 18 PVS 11 CA
11 PVS
13 CA
8 CA 8 CA 8 CA
1
LIMITS OF PHASE 2A
LIMITS OF PHASE 2A
TEMPORARY 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
Paver Coordination, Silva Cell Removal 08/14/20235
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
Planting Plan Enlargement
L4.03
27
JKH MKW
Feet201005