HomeMy WebLinkAboutSP-23-040 - Plans - Non-Record - 1068 Williston RoadINTERSTATE
89
Willis
t
o
n
R
d
.
D
o
r
s
e
t
S
t
.
SITE
White
S
t
.
P
a
t
c
h
e
n
R
d
.
V
T
1
1
6
\\
V
H
B
.
C
O
M
\
G
B
L
\
P
R
O
J
\
S
B
U
R
L
I
N
G
T
O
N
\
5
7
9
1
3
.
0
1
L
A
R
K
I
N
H
O
L
I
D
A
Y
I
N
N
\
C
A
D
\
L
D
\
P
L
A
N
S
E
T
\
5
7
9
1
3
.
0
1
-
C
O
V
13
D
e
c
e
m
b
e
r
2
0
2
3
Owner/Applicant:
VH
B
P
r
o
j
e
c
t
:
vh
b
.
c
o
m
Is
s
u
e
d
f
o
r
:
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
Ph 2A Local Approval
July 29,2021
December 12, 2023
57
9
1
3
.
0
1
Co
n
s
t
r
u
c
t
i
o
n
Sheet Index
No.Drawing Title Latest Issue
C1.00 Legend and General Notes 10/17/2022
C2.01 Proposed Site Plan 12/12/2023
C3.01 Grading and Drainage Plan 12/12/2023
C3.02 Intersection Grading Plan 5/23/2023
C4.01 Utility Plan 12/12/2023
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 12/12/2023
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 8/14/2023
L2.00 Overall Landscape Layout & Materials 12/12/2023
L2.01 Landscape Layout and Materials Enlargement 8/14/2023
L2.02 Landscape Layout and Materials Enlargement 12/12/2023
L3.00 Landscape Details 8/14/2023
L3.01 Landscape Details 8/14/2023
L3.02 Landscape Details 8/14/2023
L3.03 Landscape Details 8/14/2023
L4.00 Overall Planting Plan 12/12/2023
L4.01 Planting Plan Enlargement 12/12/2023
L4.02 Planting Plan Enlargement 12/12/2023
L4.03 Planting Plan Enlargement 12/12/2023
L4.04 Landscape and Open Space 12/12/2023
L4.05 Open Space (Phase 2A)12/12/2023
L5.00 Planting Details 8/14/2023
L6.00 Overall Landscape Lighting Plan 12/12/2023
L6.01 Landscape Lighting Plan Enlargement 8/14/2023
L6.02 Landscape Lighting Plan Enlargement 12/12/2023
L6.03 Landscape Lighting Plan Enlargement 12/12/2023
L6.04 Landscape Lighting Plan Enlargement 12/12/2023
L6.05 Landscape Lighting Plan Enlargement 10/31/2023
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
General Notes &
Abbreviations
L0.00
17
JKH MKW
LAYOUT NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK
WITH WITH LANDSCAPE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF
CONSULTANT WORK. ANY WORK INSTALLED IN CONFLICT WITH ANY OF THE
DRAWINGS SHALL BE CORRECTED AT NO EXPENSE OF THE OWNER OR DESIGN
CONSULTANTS.
2. ALL SYMBOLS, ABBREVIATIONS AND MATERIAL INDICATIONS ARE CONSIDERED
TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS
REGARDING THEIR EXACT MEANING, THE CONTRACTOR SHALL REQUEST THAT
THE LANDSCAPE ARCHITECT ISSUE A CLARIFICATION.
3. DO NOT SCALE DRAWINGS. DIMENSIONS MISSING FROM PLANS OR NEEDED
FOR EXECUTION OF THE WORK SHALL BE CLARIFIED OR PROVIDED BY THE
LANDSCAPE ARCHITECT BEFORE THE WORK IS INSTALLED.
a.ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL, UNLESS
OTHERWISE NOTED.
b.TAKE ALL DIMENSIONS PERPENDICULAR TO ANY REFERENCE LINE,
WORK LINE, CENTERLINE, OR FACE OF BUILDING/STRUCTURE.
c.ALL DIMENSIONS CALLED OUT AS "EQUAL" ARE CONSIDERED
EQUIDISTANT MEASUREMENTS.
4. REFERENCE TO NORTH IS TRUE NORTH.
5. REFERENCE TO SCALE IS FOR FULL SIZED DRAWINGS, NOT REDUCED PLANS.
DO NOT SCALE FROM DRAWINGS.
6. ANY CONFLICTS IN WHICH THE METHODS OR STANDARDS OF INSTALLATION OR
MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE
LAWS OR ORDINANCES GOVERNING THE PROJECT, THE LAWS AND ORDINANCES
SHALL TAKE PRECEDENCE. NOTIFY THE LANDSCAPE ARCHITECT OF ALL
CONFLICTS.
7. THE CONTRACTOR SHALL MAKE CERTAIN THAT THE WORK OF THE NEW
CONSTRUCTION WILL NOT OBSTRUCT FIRE DEPARTMENT ACCESS TO NEARBY
BUILDINGS. EXITS SHALL BE MAINTAINED CLEAR OF ALL OBSTRUCTIONS.
8. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND NOTIFY THE
LANDSCAPE ARCHITECT OF ANY CONDITIONS VARYING FROM INFORMATION
HEREIN PRIOR TO PROCEEDING WITH WORK.
9. TO ESTABLISH LANDSCAPE ARCHITECTURAL INTENT, EVERY ATTEMPT HAS
BEEN MADE TO IDENTIFY MOST CONDITIONS
PLANTING NOTES
1.ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE
PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
2.CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW AND ABOVE
GROUND UTILITIES AND NOTIFY OWNER'S REPRESENTATIVE OF ANY
CONFLICTS.
3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND
CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT.
4.A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL
TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE
INDICATED ON THE PLANS, OR AS DIRECTED BY THE OWNER'S
REPRESENTATIVE.
5.ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED
IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S
REPRESENTATIVE.
6.FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN
ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN ANY CASE OF
DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND THE
PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE
NUMBER OF THE PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS
PRIOR TO BIDDING.
7.ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE
ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.
8.ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE
"AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN
ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS.
9.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING
THE DATE OF ACCEPTANCE.
10.AREAS DESIGNATED "LOAM AND SEED" SHALL RECEIVE MINIMUM 6" LOAM
AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED
WITH EROSION CONTROL FABRIC.
11.ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS
SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S
REPRESENTATIVE.
12.THE PLANTING PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE
/ CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION.
13.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
PREPARATIONS SPECIFICATION.
14.IF THE LANDSCAPE CONTRACTOR PROPOSED A SUBSTITUTE PLANT SPECIES,
ALL SUBSTITUTES NEED TO BE APPROVED BY THE LANDSCAPE ARCHITECT
AND CITY OF SOUTH BURLINGTON IN WRITING.
GENERAL NOTES
1. ALL CONTRACTORS ARE REQUIRED TO CONTACT DIG SAFE, THE
MUNICIPALITIES PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR
PRIVATE AGENCIES NECESSARY FOR UTILITY LOCATION PRIOR TO ANY
CONSTRUCTION.
2. UNDERGROUND UTILITIES MAY EXIST THROUGHOUT THIS SITE AND MUST BE
LOCATED PRIOR TO CONSTRUCTION. WHERE UNDERGROUND UTILITIES EXIST,
FIELD ADJUSTMENT MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER
PRIOR TO INSTALLATION. NEITHER THE OWNER NOR THE LANDSCAPE
ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE
CONTRACTORS ACCURACY IN LOCATING THE INDICATED ELEMENTS ON THE
DRAWINGS.
3. THE LANDSCAPE ARCHITECT AND CONSULTANTS DO NOT WARRANT OR
GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT
THEREIN BEYOND A REASONABLE DILIGENCE. IF ANY MISTAKES, OMISSIONS, OR
DISCREPANCIES ARE FOUND TO EXIST WITH THE WORK PRODUCT, THE
LANDSCAPE ARCHITECT SHALL BE PROMPTLY NOTIFIED SO THAT THEY MAY HAVE
THE OPPORTUNITY TO TAKE ANY STEPS NECESSARY TO RESOLVE THE ISSUE.
FAILURE TO PROMPTLY NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT OF
SUCH CONDITIONS SHALL ABSOLVE THEM FROM ANY RESPONSIBILITY FOR THE
CONSEQUENCES OF SUCH FAILURE. ACTIONS TAKEN WITHOUT THE KNOWLEDGE
AND CONSENT OF THE OWNER AND THE LANDSCAPE ARCHITECT, OR IN
CONTRADICTION TO THE OWNER AND THE LANDSCAPE ARCHITECTS WORK
PRODUCT OR RECOMMENDATIONS, SHALL BECOME THE RESPONSIBILITY NOT OF
THE OWNER AND THE LANDSCAPE ARCHITECT BUT FOR THE PARTIES
RESPONSIBLE FOR THE TAKING OF SUCH ACTION.
4. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND
LANDSCAPE ARCHITECT OF ANY DISCREPANCIES AS SOON AS THEY ARE
DISCOVERED AND PRIOR TO ANY ACTION BY THE CONTRACTOR.
A
LA-300
DETAIL
SHEET
FIRST FLOOR
EL +10'-0"
#
7'-6"
DETAIL BUBBLE
SECTION SYMBOL
EXTERIOR ELEVATION
NORTH ARROW
BUILDING ELEVATION NOTATION
REVISION BUBBLE
NOTE: ALL DIMENSIONS ARE
TO OR FROM STRUCTRUAL
GRID LINES OR FACE OF
FINISH MATERIAL, U.O.N.
LANDSCAPE ARCHITECTURAL SYMBOLS
1530.00 SPOT ELEVATION
A
LA-301
A
LA-301
DIMENSION
xxxxxx
DETAIL NAME
LANDSCAPE DRAWING ABBREVIATIONS
@ AT
AD AREA DRAIN
AL ALIGN
ALT ALTERNATE
ASPH ASPHALT
BC BOTTOM OF CURB
BLDG BUILDING
BS BOTTOM OF STEP
BW BOTTOM OF WALL
CB CATCH BASIN
CJ CONTROL JOINT
CL CENTERLINE
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CTR CENTER
DIA DIAMETER
DIM DIMENSION
DWG DRAWING
EA EACH
EJ EXPANSION JOINT
ELEV ELEVATION
EOP EDGE OF PAVEMENT
EQ EQUAL
EW EACH WAY
FC FLUSH CURB
FF FINISH FLOOR
HP HIGH POINT
HT HEIGHT
I.D.INSIDE DIAMETER
LP LOW POINT
MAX MAXIMUM
MFR MANUFACTURER
MIN MINIMUM
NIC NOT IN CONTRACT
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
QTY QUANTITY
R RADIUS
REINF REINFORCED
REQ REQUIRED
SPECS SPECIFICATIONS
SS STAINLESS STEEL
STD STANDARD
TD TRENCH DRAIN
TC TOP OF CURB
TS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
U.O.N.UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
W/WITH
W/O WITHOUT
WWF WELDED WIRE FABRIC
TREE PROTECTION
1.EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY
CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE TREE DRIPLINE
PRIOR TO START OF CONSTRUCTION.
2.CONTRACTOR SHALL NOT OPERATE VEHICLES, STORE OR STOCKPILE
MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREE
PROTECTION AREA.
3.DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE
REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE.
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
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
Overall Landscape
Layout and Materials
L2.00
18
MKW MPH
Feet6030015
UPDN
Ground Flo
o
r
Second Flo
o
r
FUTURE PHASE
PROTECTIVE BOLLARD
(TYP.) 2ea L3.02
C
20
'
-
0
"
5'-3"
5'-
0
"
TY
P
.
5'-3"
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
"
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Landscape
Layout and Materials
Enlargement
L2.01
19
MKW MPH
Feet201005
LIMITS OF PHASE 2A
LIMITS OF PHASE 2A
DN
UP
UP DN
Ground Flo
o
r
Second Flo
o
r
FUTURE PHASE
14'-1"
PROPERTY LINE
BRICK PAVERS
OVER CONC. (TYP.)
9'-0"
TYP.
FLUSH CURB, TYP.
STONE SEAT WALL
(TYP.) 3ea
BENCHES (8')
(TYP.) 8ea
11'-1"
L3.00
B
L3.02
A
ALIGN
L3.03
A
D
L3.02
PRIVACY WALL, TYP.
REFER TO ARCH. DOCS.
PRIVACY SCREEN, TYP.
REFER TO ARCH. DOCS.PEDESTAL PAVERS, TYP.
REFER TO DETAIL D2/A-501
GREEN ROOF PLANTING TRAYS, TYP.
REFER TO DETAIL D3/A-501, REFER TO
DETAIL D/L3.02 FOR SPEC. INFO, ETC.
12
'
-
0
"
32'-0"
4'-0"2'-
0
"
2'-0"
2'-
0
"
CL
MIRROR OPPOSITE SIDE OF
PLANTER, TYP.
12'-0"
12
'
-
0
"
4'-0"
4'-0"
4'-0"
32'-0"
32'-0"
12
'
-
0
"
12
'
-
0
"
6'-
0
"
PLANTER 'A'
PLANTER 'A'6'-
0
"
6'-
0
"
10
'
-
0
"
10
'
-
0
"
L3.00
D
PLANTER 'A'
POINT OF BEGINNING,
PAVING PATTERN ON ROOF
6'-0", CENTER ON
DOOR OPENING
6'-
0
"
4'-0"
PLANTER 'A'
8'-
0
"
8'-
0
"
8'-
0
"
13'-0"
TYP.
6'
-
0
"
TY
P
.
12
'
-
0
"
33
'
-
1
1
"
22
'
-
4
"
19
'
-
6
"
TEMPORARY ASPHALT
PATHWAY, REFER TO
ENG. DRAWINGS
LIMIT OF FLUSH CURB
20'-3"
1'
-
6
"
TY
P
.
7'
-
6
"
TY
P
.
5'-0"
TRELLIS
(TYP.) 4ea
L3.03
B
BRICK PAVERS - ADA
DETECTABLE WARNING
(TYP). 3ea.
ALIGN WITH
BUILDING COLUMN
ALIGN WITH WINDOW/
BUILDING CORNER
REFER TO DETAIL B/L3.00
FOR PAVING PATTERN
WEEP HOLES IN CONC. BASE, TYP. OF +/-16
REFER TO DETAIL B/L3.00
WEEP HOLES IN CONC. BASE, TYP. OF +/-49
REFER TO DETAIL B/L3.00
WEEP HOLES IN CONC. BASE, TYP. OF +/-21
(+/-7 WEEPS BEHIND EACH SEAT WALL)
REFER TO DETAIL B/L3.00
WEEP HOLES ARE ONLY REQUIRED ALONG THE
FACE OF CURB AND STONE SEAT WALL, THEY ARE
NOT REQUIRED ALONG THE LANDSCAPE BEDS
LIMIT OF PROPOSED
CURB IN THIS PHASE
WEEP HOLES IN CONC. BASE, TYP. OF +/-3
REFER TO DETAIL B/L3.00
WEEP HOLES IN CONC. BASE,
TYP. OF +/-20
(+/-10 WEEPS BETWEEN SEAT WALLS)
REFER TO DETAIL B/L3.00
BENCHES (6')
(TYP.) 3eaL3.00
D
9
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
Landscape
Layout and Materials
Enlargement
L2.02
20
MKW MPH
Feet201005
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Landscape Details
L3.00
21
JKH MKW
BRICK PAVERS OVER CONCRETE
SCALE 1" = 1'-0"
COMPACTED NATIVE SUBGRADE
NOTES:
1. REFER TO LAYOUT PLANS FOR PAVER LOCATIONS.
2. INSTALL PAVER EDGE RESTRAINT WHERE PAVERS
ARE UNRESTRAINED AGAINST LAWN, LANDSCAPE BEDS,
OR PHASING LIMIT/CONSTRUCTION AREA. REFER TO
PAVER EDGE RESTRAINT DETAIL.
3. PROVIDE 1" DIA. I.D. CAST IN PLACE WITH PVC. TOP OF
WEEP SHALL BE FLUSH WITH CONCRETE SLAB. DRILLED
WEEPS ARE NOT ACCEPTABLE. COVER WEEPS WITH
FILTER FABRIC MIRAFI 140N. FILTER FABRIC TO EXTEND
12" MIN. BEYOND WEEPS. REFER TO LANDSCAPE
LAYOUT PLANS FOR LOCATIONS.
4. REFER TO SPECIFICATIONS FOR PAVER
MANUFACTURER AND COLOR.
6" CONCRETE SUB-SLAB,
CONCRETE SLAB SHALL HAVE
A SMOOTH FLOAT FINISH
4" x 8" x 2-1/4" BRICK PAVER
1/8" SAND SWEPT JOINTS
SEE LANDSCAPE
PLAN L2.02
FOR PAVING
PATTERN
ORIENTATION
BRICK PAVER (4" x 8")
SOLDIER COURSE, WHERE
PAVER ORIENTATION
CHANGES DIRECTION, SEE
LANDSCAPE PLAN L2.02
PLAN: PAVING PATTERN
8"
8"SEE PLAN
BRICK PAVER (4" x 8") SOLDIER COURSE,
ALL SIDES OF PAVING FIELD
SE
E
P
L
A
N
BRICK PAVER (4" x 8") RUNNING BOND,
SEE PLAN FOR PAVER ORIENTATION
4"
8"4"
PLAN: PAVING PATTERN
4"
8"4"
4"
8"
4"
3/8" CLEAN CRUSHED STONE
LEVELING COURSE, 1" DEPTH
CRUSHED GRAVEL BASE,
REFER TO ENG. DRAWINGS
WEEP HOLES, REFER TO NOTES,
SEE LANDSCAPE LAYOUT PLANS
FOR LOCATIONS REFER TO NOTE #3
FILTER FABRIC BETWEEN
CONCRETE SLAB AND SETTING BED
A PAVER EDGE RESTRAINT
SCALE 2" = 1'-0"
PAVER EDGE RESTRAINT
B.E.A.S.T PLASTIC PAVER EDGING
INSTALL EDGING IN REVERSE MODE
ATTACH TO CONCRETE SUB-SLAB
USING S.S. SCREWS EVERY 24" MIN.
BRICK OR STONE PAVER
REFER TO LANDSCAPE
LAYOUT PLANS
LAWN \ LANDSCAPE AREA
CONCRETE SUB-SLAB
Notes:
1. PROVIDE SUBMITTAL SAMPLE FOR
REVIEW AND APPROVAL.
BBENCH
SCALE N.T.S.
1" x 3-1/2"
WOOD SLATS
1" x 2-1/2"
WOOD SLATS
1/2" X 2" SOLID
STEEL BAR
FINISHED END
UNIT
CLEARANCE FOR
1/2" ANCHOR BOLTS
SEAT
HEIGHT
22-3/8"
24-7/8"
29
-
3
/
4
"
17
-
1
/
2
"
VARIES, 6-8',
REFER TO LAYOUT PLAN FOR LOCATIONS
NOTES:
1.METAL COLOR TO BE BLACK POWDER COAT.
2.6' BENCH: VICTOR STANLEY EVA 6' BACKED
BENCH WITH WOOD SLATS, SURFACE
MOUNT (EVA-20-W)
3.8' BENCH: VICTOR STANLEY EVA 8' BACKED
BENCH WITH WOOD SLATS, SURFACE
MOUNT (EVA-20-W)
4.LOCATIONS TO BE VERIFIED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
5.6' BENCH TO BE SURFACE MOUNTED.
6.DO NOT SURFACE MOUNT 8' BENCH WITHIN
PORCELAIN PAVERS.
7.INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
BOLLARD - FIXED
SCALE N.T.S.
NOTES:
1. REFER TO LAYOUT PLANS FOR BOLLARD LOCATIONS.
2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
PLAN
AXONOMETRIC
SIDEWALK/PLAZA ROADWAY
5'
-
0
"
M
I
N
.
MM CITE SI105 ISAC
ALUMINUM BOLLARD
ADJACENT PAVING, SEE PLANS FOR
MATERIALS AND FINISH GRADE
CONCRETE
FOUNDATION
CL
1'-0"
VARIES, 1'-0" TYP., SEE PLAN
FLUSH CURB
ADJACENT PAVING,
SEE PLAN
SECTION: BOLLARD AT FLUSH CURB
SIDEWALK/PLAZA ROADWAY
5'
-
0
"
M
I
N
.
MM CITE SI105 ISAC
ALUMINUM BOLLARD
ADJACENT PAVING, SEE PLANS FOR
MATERIALS AND FINISH GRADE
CONCRETE
FOUNDATION
CL
1'-0"
1'-6" TYP.FLUSH CURB
ADJACENT PAVING,
SEE PLAN
SECTION: BOLLARD AT RAISED CURB
C
D
N.
I
.
C
.
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Landscape Details
L3.01
22
JKH MKW
BIKE RACK
SCALE 1" = 1'
LOOP BIKE RACK,
REFER TO SPECIFICATIONS
NOTES:
1. COLOR TO BE BLACK POWDER COAT.
2. LOCATIONS TO BE VERIFIED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
3. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
3'
-
0
"
T
Y
P
.
SP
A
C
I
N
G
B
E
T
W
E
E
N
R
A
C
K
S
PLAN
ELEVATION
2'
-
0
"
EQ.
CONCRETE PAD,
REFER TO LAYOUT DRAWINGS
1'-8"
SECTION
7'-0"
CL
BIKE RACK
EQ.
IN-GROUND MOUNT
CORE DRILLED AND
SET W/ EPOXY GROUT
B CHARGING STATION
SCALE 1" = 1'-0"
6" STEEL BOLLARD W/ SMOOTH
SAFETY YELLOW SLEEVE OVER
THE TOP.
·INSTALL BOLLARD 48" ABOVE
FINISHED GRADE.
·INSTALL BOLLARD SO BASE IS
48" BELOW FINISHED GRADE
ENCASED IN AN 18" DIA.
CONCRETE FOOTING.
CENTER FOOTING ON
PARKING STRIPE LOCATION
CL
1'-0"
1'
-
2
"
1'
-
2
"
PARKING STRIPE, TYP.
12
"
12
"
CHARGING STATION
MOUNTING TEMPLATE
PROVIDED BY
CHARGEPOINT
24" DIA. CONCRETE
FOOTING
CL
CL
12"12"
TEMPLATE LAYOUT
CL
6"
CHARGING STATION BASE
PLATE AND ANCHOR
BOLTS, INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
ASPHALT PAVING
24" DIA. CONCRETE
FOOTING, INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
45° CHAMFERED EDGE
SECTION: CHARGING STATION FOOTING
CHARGING STATION BASE
ELECTRICAL CONDUIT,
INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
CL
CL
ASPHALT PAVING /
PARKING SPACE
ASPHALT PAVING /
PARKING SPACE
2'-0"
24" DIA. CONCRETE
FOOTING, INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
45° CHAMFERED EDGE
CHARGING STATION
CONCRETE WHEEL STOP, TYP.
A
6' SCREEN FENCE
SCALE 1/2" = 1'-0"
ELEVATION
NOTES:
1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW
AND APPROVAL BY LANDSCAPE ARCHITECT.
2.ALL FENCE COMPONENTS TO BE BLACK
3.INSTALL PER MANUFACTURER'S RECOMMENDATIONS
6'
-
0
"
2"
48"
LOADING DOCK
DRIVEWAY
LANDSCAPE
12" CONCRETE FOOTING 4,000 PSI,
2" ABOVE FINISH GRADE W/ 45
DEGREE CHAMFERED EDGE
SCREEN PANEL
MANUFACTURER:
LANDSCAPE FORMS
PRODUCT: LINE PANEL ONE-INCH
HORIZONTAL SLATS, 6 FEET TALL
BASEPLATE AND S.S. ANCHOR BOLTS
(INSTALL PER MANUFACTURERS
SPECIFICATIONS)
PANEL BOLTS
TO POST
PLAN
SECTION
6'
-
0
"
C
N.I.C
.
N.I.C
.
N.
I
.
C
.
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Landscape Details
L3.02
23
JKH MKW
B
C
A TRELLIS
SCALE 1/2" = 1'-0"
3/8" TYP.
#5104 STEEL CHANNEL TRIM
WITH DRILL HOLES @ PANEL
EDGES PARALLEL TO POST
STAINLESS STEEL
THRU-BOLT, TYP.
3" THK. greenscreen®
PANEL, TYP.3" SQUARE STEEL
3/16" THICK POST
STAINLESS STEEL THRU-BOLT
#5136.375 SPACERS -
3/8"x1-1/2" DIA. BLACK
UHMW PLASTIC, TYP.
#5104 STEEL CHANNEL TRIM WITH
DRILL HOLES @ PANEL EDGES
PARALLEL TO POST
3" SQUARE STEEL
3/16" THICK POST
#5104 CHANNEL TRIM
@ TOP EDGE PANEL
#5136.375 SPACERS -
3/8"x1-1/2" DIA. BLACK UHMW
PLASTIC, TYP.
#5139 SQUARE POST CAP
ELEVATION: CONCEALED FASTENER - POST MOUNTED
PLAN/SECTION: FASTENER
N.T.S.
N.T.S.
8'
-
6
"
,
T
Y
P
.
4'
-
0
"
P
A
N
E
L
H
E
I
G
H
T
4'
-
0
"
P
A
N
E
L
H
E
I
G
H
T
ELEVATION: FREESTANDING HORIZONTAL TRELLIS
PLAN
7'-8", TYP.
7'-4", TYP.
CENTER TRELLIS ON BUILDING
COLONNADE, TYP.
BUILDING FACE
18" CONCRETE FOOTING 4,000 PSI,
2" ABOVE FINISH GRADE w/ 45
DEGREE CHAMFERED EDGE
3" THK. greenscreen® PANEL, TYP.
3" SQUARE STEEL POST
w/ POST CAP, TYP.
#5104 CHANNEL TRIM @ TOP EDGE
OF PANEL, TYP.
STAINLESS STEEL THRU-BOLT, TYP.
SEE ENLARGEMENT
3" THK. greenscreen® PANEL, TYP.
#5105 STEEL EDGE TRIM @ BOTTOM
EDGE OF PANEL
FINISH GRADE
#5131 FLEX "C" RINGS @ PANEL TO
PANEL SEAM @ 12" O.C.
3" SQUARE STEEL POST w/ POST
CAP, TYP. SEE ENLARGEMENT FOR
ATTACHMENT
BUILDING COLONNADE BEYOND
TRELLIS AND POSTS TO FIT WITHIN
COLONNADE WIDTH, TYP.
6"
5'
-
0
"
2'
-
0
"
18"
8"
TY
P
.
BRICK PAVERS OVER CONCRETE (VEHICULAR)
SCALE 1" = 1'-0"
COMPACTED NATIVE SUBGRADE
NOTES:
1. REFER TO LANDSCAPE LAYOUT AND
MATERIAL PLANS FOR PAVER LOCATIONS.
2. REFER TO SPECIFICATIONS FOR PAVER
INFORMATION.
REINFORCED CONCRETE
SUB-SLAB
TACK COAT OF 2% NEOPRENE
MODIFIED ASPHALT ADHESIVE
CRUSHED GRAVEL BASE,
REFER TO CIVIL DRAWINGS
4" x 8" x 2-3/4" BRICK PAVER
1/8" SAND SWEPT JOINTS
FLUSH CURB, REFER TO LANDSCAPE LAYOUT
AND MATERIAL PLANS FOR LOCATIONS
ASPHALT PAVING,
REFER TO CIVIL DRAWINGS
PLAN: PAVING PATTERN N.T.S.
BRICK PAVER (4" x 8")
HERRINGBONE PATTERN,
REFER TO LANDSCAPE MATERIALS
PLAN FOR PAVER ORIENTATION
PAVING PATTERN TO BE SQUARE WITH
ADJACENT CURB WHERE APPLICABLE,
REFER TO LANDSCAPE MATERIALS PLAN FOR
PAVER ORIENTATION
ADJACENT PAVING,
SEE PLAN ASPHALT
PAVING,
REFER
TO ENG.
DRAWINGS
FLUSH CURB,
REFER TO LANDSCAPE LAY
MATERIALS PLAN FOR LOC
STANDARD CURB, REFER TO CIVIL DRAWINGS
8"
4"
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
,
BA
S
E
A
N
D
S
U
B
-
B
A
S
E
MA
T
E
R
I
A
L
R
E
F
E
R
T
O
CI
V
I
L
P
L
A
N
S
SET CURB IN CLASS B CONCRETE,
FULL LENGTH OF CURB
1'-0"1'-0"
6"
PROTECTIVE BOLLARD
SCALE N.T.S.
NOTES:
1. REFER TO LAYOUT PLANS FOR BOLLARD LOCATIONS.
ROUNDED CONCRETE CAP
CONCRETE FILL
6" DIA. SCHEDULE 40 STEEL PIPE
FILLED WITH CONCRETE.
PAINT PRIME AND FINISH COATS TO
BE COMPATIBLE WITH EXTERIOR
METAL SURFACES.
COLOR: BLACK
FINISHED GRADE, SURFACE
TREATMENT VARIES, SEE PLAN
24" DIA. CONCRETE ENCASEMENT
COMPACTED GRAVEL
COMPACTED SUBGRADE
3'
-
0
"
5'
-
0
"
M
I
N
.
6"
PEDESTAL PAVERS AT GREEN ROOF
SCALE 1" = 1'-0"
LIVEROOF "DEEP" PLANTING
TRAY, MODULE SIZE=1'x2' (6"
SOIL DEPTH), SEE DETAIL
D3/A-501 FOR ROOF DETAIL
BISON IP VERSADJUST PEDESTAL SYSTEM,
SEE PLAN FOR LOCATIONS, SEE DETAIL
D2/A-501FOR ROOF DETAIL
LIVEROOF ENGINEERED
SOIL MEDIUM
VA
R
I
E
S
,
SE
E
P
L
A
N
2'-0" TYP.
NOTES:
1. REFER TO LAYOUT PLANS FOR PAVER, PEDESTAL, AND PLANTING TRAY LOCATIONS.
2. INSTALL LIVEROOF "ROOFEDGE" SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.
3. INSTALL PEDESTAL SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.
4. REFER TO ARCHITECT'S DETAILS D2 AND D3/A-501 FOR COORDINATION WITH GREEN ROOF.
CAESAR AEXTRA20 PORCELAIN ROOFTOP PAVER,
24"x24"x0.75" TILE, GRAUSTEIN FINISH, SEE PLAN
FOR LOCATIONS
INSTALL PERIMETER PEDESTALS
PER MANUFACTURER'S
RECOMMENDATIONS
LIVEROOF "ROOFEDGE"
ALUMINUM EDGING SYSTEM.
BLACK ANODIZED FINISH. MATCH
SIZE TO ADJACENT TRAY TYPE.
UTILIZE FACTORY-FORMED
CORNERS AND SLIDING
CONNECTORS AS RECOMMENDED
BY MANUFACTURER.
VA
R
I
E
S
PLANTING,
SEE PLANTING PLAN
ROOF ASSEMBLY,
SEE ARCH. DRAWINGS
DDECORATIVE STONE
SCALE 1/2" = 1'-0"
STEEL EDGING PAINTED BLACK
MANUFACTURER: BORDER CONCEPTS
EDGING: BORDER KING
STAKES: 24" LONG
CONTRACTOR TO PROVIDE
SUBMITTALS FOR REVIEW
AND APPROVAL
3-4" MINUS GRANITE,
INSTALL FLUSH WITH
SURROUNDING GRADE
COLOR TO BE SELECTED
BY LANDSCAPE ARCHITECT
COMPACTED
SUBGRADE
12
"
NOTE:
1. INSTALL DECORATIVE STONE PER LAYOUT
PROVIDED IN THE LANDSCAPE PLANS
BUILDING FACE
E
N.
I
.
C
.
N.I.C
.
DN
UP
UP DN
UPDN
Ground Floor
Second Floor
Ground Floo
r
Second Floo
r
FUTURE PHASE
FUTURE PHASE
9
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 111 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL.
PVS 43 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.
9
DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE
ARA 4 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 51 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 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.
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE
CA 122 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL.
PVS 47 Panicum virgatum `Shenandoah`Shenendoah Switch Grass 2 GAL.
SH 33 Sporobolus heterolepis Prairie Dropseed 2 GAL.
PLANT SCHEDULE - Phase 2B
9
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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
9 CA
14 PVS
31 CA
20 PVS 11 CA
9 PVS
13 CA
2 PQV
2 PQV 2 PQV
2 PQV
11 MD
8 CA 8 CA
5 TC
9
1 ARA
1 ARA
15 SH 18 SH
5 CA
22 SB10 CA
17 SB
2 ARA
6 PVS
6 PVS
37 EF
9 CA
7 EF 7 EF
1 TC2
9 CA
9 HSO
26 SB
5 JP2
8 HSO
10 HG
11 HSO41 CA
3 CA
9 CA
11 CA 11 CA
14 CA
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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
9 CA
14 PVS
31 CA
20 PVS 11 CA
9 PVS
13 CA
2 PQV
2 PQV 2 PQV
2 PQV
11 MD
8 CA 8 CA 8 CA
5 TC
9
1 ARA
1 ARA
15 SH 18 SH
5 CA
22 SB10 CA
6 PVS
6 PVS
7 EF 7 EF
9 CA
9 HSO
5 JP2
14 CA
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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
9 CA
14 PVS
31 CA
20 PVS 11 CA
9 PVS
13 CA
2 PQV
2 PQV 2 PQV
2 PQV
11 MD
8 CA 8 CA 8 CA
9
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
Planting Plan Enlargement
L4.03
27
JKH MKW
Feet201005
Ground Floo
r
Second Floo
r
Ground Floo
r
Second Floo
r9
9
9
9
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
95 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
13
FUTURE PHASE
HOLIDAY INN
MULTI-FAMILY BUILDING
FUTURE PHASE
HAMPTON INN2
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
Landscape and Open Space
L4.04
28
JRD MKW
Feet6030015
LANDSCAPING SUMMARY
PARKING SPACES IN EXISTING PAVED AREA: 115
NEW PARKING SPACES:32
TOTAL PARKING (SURFACE PARKING):147
TOTAL PARKING LOT SHADE TREES REQUIRED (1 PER 5 SPACES)**:25
TOTAL SHADE TREES PROVIDED (In parking areas):25
* 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 147 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: 2,492 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:16,879 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, "SUN TERRACE", 3,000 SF - NON-RESIDENTIAL
OPEN SPACE, "SNIPPET/PARKLET", 1,110 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
13
FUTURE PHASE
HOLIDAY INN
MULTI-FAMILY BUILDING
FUTURE PHASE
HAMPTON INN2
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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): 7,701 SF
OPEN SPACE, "COURTYARD", 5,038 SF - PUBLIC
OPEN SPACE, "SUN TERRACE", 2,663 SF - PUBLIC
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Planting Details
L5.00
29
JKH MKW
TREE PLANTING
SCALE 1/4" = 1'-0"
18"18"
1'
-
0
"
MI
N
.
FINISH GRADE
2" HEMLOCK BARK MULCH
REMOVE TOP HALF OF WIRE CAGE
CUT AND REMOVE BURLAP
FROM ROOTBALL
BACKFILL MIX FOR TREE PLANTING BEDS,
REFER TO SOIL PREPARATION SPECIFICATION
TOP OF ROOTBALL, ROOT FLARE SHOULD
BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT,
THEN SCRAPE OFF THE TOP LAYER OF SOIL
BUILD UP ON TOP OF ROOTBALL FROM NURSERY.
SOIL BELOW ROOTBALL,
COMPACTED TO PREVENT SETTLING
BREAK APART EDGE OF EXCAVATION
W/ SHOVEL AND BLEND PLANT MIX
W/ EXISTING SOIL TO PROVIDE
TRANSITION TO UNDISTURBED GRADE
NOTE: EXAMINE ENTIRE TREE AND REMOVE
ALL NURSERY TAGS, ROPE, STRING, OR
SURVEYORS TAPE TO PREVENT FUTURE
GIRDLING.
SURROUNDING SOIL SHOULD NOT
EXCEED 80% COMPACTION, DRAINAGE
WILL BE REQUIRED IF COMPACTED
SOILS ARE PRESENT
TEMPORARY WATERING BASIN
2 1
2" HARDWOOD STAKES. ALIGN
STAKES PARALLEL W/ ROAD/ WALKS
OR PARALLEL W/ DIRECTION OF
PREVAILING WIND, REFER TO TREE
STAKING DETAIL
NYLON STRAP
WITH 3/4" GROMMETS,
REFER TO SPECIFICATIONS
FASTEN WIRE BELOW POINT OF
MAJOR BRANCHING OR TO MAJOR
OUTSIDE TRUNK.
3 TIMES THE DIAMETER
OF THE ROOT BALL
DECIDUOUS TREE
NOTE:
1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS,
COMPLETELY DUG OUT AND BACKFILLED WITH THE
PROPER PLANTING BED BACKFILL MATERIAL, REFER
TO SOIL PREPARATION SPECIFICATION.
UNDISTURBED GRADE
EXCAVATE ONLY TO SPECIFIED
PLANTING DEPTH TO ENSURE
STABLE BASE
EVERGREEN PLANTING
SCALE 1/4" = 1'-0"p-evertree.dwg
TOP OF ROOTBALL TO BE PLACED
AT SAME LEVEL THAT IT WAS
GROWN IN NURSERY
· SLIGHT ROOT FLARE SHOULD
BE EVIDENT
2" BARK MULCH
FINISH GRADE
SURROUNDING SOIL SHOULD NOT
EXCEED 80% COMPACTION, DRAINAGE
WILL BE REQUIRED IF COMPACTED
SOILS ARE PRESENT
12" X 1 1/2" NYLON/COTTON WEAVE
TIES WITH 3/4" GROMMETS
1/8" 7 X 7 STEEL CABLE FASTENED
W/ (2) ZINC PLATED CABLE CLAMPS.
COVER GUYS W/3' OF 3/8" DIA. SLIP
PLASTIC TUBING.
TURNBUCKLE, EYE & EYE, ZINC
PLATED, 10 5/8" OPEN LENGTH, 3/8"
THREAD DIA. INSTALL W/ TURNBUCKLE
IN OPEN POSITION.
TEMPORARY WATERING BASIN
(3) DUCKBILL TYPE ANCHORS
BREAK APART EDGE OF EXCAVATION
W/ SHOVEL AND BLEND PLANT MIX
W/ EXISTING SOIL TO PROVIDE
TRANSITION TO UNDISTURBED GRADE.
UNDISTURBED GRADE:
ESCAVATE ONLY TO SPECIFIED
PLANTING DEPTH TO ENSURE
STABLE BASE
REMOVE TOP HALF OF WIRE CAGE
CUT AND REMOVE BURLAP
FROM ROOTBALL
18"18"
3 TIMES THE DIAMETER
OF THE ROOT BALL
REFER TO NOTE #2
BACKFILL MIX FOR TREE PLANTING BEDS,
REFER TO SPECIFICATIONS
02916 SOIL PREPARATION
NOTES:
1. EXAMINE ENTIRE TREE AND REMOVE
ALL NURSERY TAGS, ROPE, STRING, OR
SURVEYORS TAPE TO PREVENT FUTURE
GIRDLING.
2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE
DIAMETER OF THE ROOT BALL, UNLESS TREE
IS BEING PLANTED IN CONTINUOUS LANDSCAPE
BEDS / PITS.
.A. TREE STAKING ALONG ROAD OR WALKS
B. TREE STAKING IN OPEN SPACES
C. TREE GUYING
DIRECTION OF PREVAILING WIND
180
180
EDGE OF WALK OR CURB
EDGE OF WALK OR CURB
ALIGN STAKES PARALLEL
W/ ROAD OR WALKS
ALIGN STAKES PARALLEL
W/ DIRECTION OF PREVAILING
WIND. ALL STAKES TO BE
CONSISTENT.
3" CALIPER TREES
OR LARGER -
ALIGN 2 STAKES PARALLEL
W/ ROAD OR WALKS
NO SCALE
TREE STAKING LAYOUT
p-stake.dwg
120 120
120
AS NOTED IN PLANTING SCHEDULE.
NOTE:
SHRUB PLANTING
SCALE: 1/2" = 1'-0"
SPACING "D"ROW "A"
NUMBER OF
PLANTS/SQ. FT.
5' O.C.
4' O.C.
36" O.C.
30" O.C.
24" O.C.
41.52"
31.20"
26.00"
20.76"
51.96"
0.28
0.18
0.04
0.12
0.07
D
A
D D
D
A D
1'-0"
MIN
SEE PLAN
FOR SPACING
SE
E
S
P
E
C
S
.
FO
R
D
E
P
T
H
PLANT ROW
PLANT CENTER
PLANT SPACING
ALL EQUAL OR
AS SHOWN ON
PLANTING PLAN
FINISH GRADE
MULCH, AS SPECIFIED
SHRUB ROOTBALL
CONTINUOUS PLANTING PIT
FILLED WITH PLANTING MIX
REFER TO SOIL PREPARATION
SPECIFICATIONS
SUB GRADE
2. CONTINUOUS PLANTING PITS FILLED WITH PLANTING
MIX PER THE DEPTH AS NOTED IN THE SPECIFICATIONS
IS REQUIRED.
1. QUANTITY OF SHRUBS AND SPACING
SEE PLANTING LIST FOR PLANT SPACING
PERENNIAL PLANTING
SCALE: 1/2" = 1'-0"
2"
PLANT SPACING
PLANT CENTER
PLANT ROW
SET AT ORIGINAL PLANTING DEPTH
FINISH GRADE
MULCH AS SPECIFIED
SUB GRADE
SEE PLANTING PLAN FOR SPACING
AND QUANTITIES
CONTINUOUS PLANTING PIT
FILLED WITH PLANTING MIX
REFER TO SOIL PREPARATION
SPECIFICATIONS
COMPACTED
SUBGRADE
6" TOPSOIL
REFER TO SPECIFICATIONS
LAWN
SCALE 1" = 1'-0"
LAWN, REFER TO
SPECIFICATIONS FOR
SEEDING OR SODDING
INFORMATION
A
B
C
D
E
F
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
9
9
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
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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.
UPDN
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
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Landscape Lighting
Plan Enlargement
L6.01
31
JKH MKW
Feet201005
CONSTRUCTED 6" DI
WATER SERVICE.
Ground Flo
o
r
Second Flo
o
r
1
FUTURE PHASE
9
9
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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
9
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
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
9
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Address P&Z Comments 10/31/20238
Address P&Z Comments 12/12/20239
Feet201005
Landscape Lighting
Plan Enlargement
L6.04
34
JKH MKW
WI
L
L
I
S
T
O
N
R
O
A
D
C2
F2
C1
C3
C4C5
WEATHERPROOF
PULL BOX
1.5" WIRED CONDUIT
1.5" WIRED CONDUIT
1.5" WIRED CONDUIT
HAND HOLE TERMINATION,
FUTURE ELECTRICAL
CONNECTION TO BE
COORDINATED WITH
SOUTH BURLINGTON DPW
1.5" WIRED CONDUIT
LIGHT FIXTURE
L7.00
A
CENTER LIGHT POLE BASE ON
FUTURE PHASE
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 Local
Approval
Not for Construction
July 29, 2021
35
57913.01
ASI #1 02/02/20231
Revised Phase 2A Limits 06/08/20234
Paver Coordination, Silva Cell Removal 08/14/20235
Feet201005
Landscape Lighting
Plan Enlargement
L6.05
35
JKH MKW
Revert to previously approved future hotel layout 10/31/20238
WI
L
L
I
S
T
O
N
R
O
A
D
(N
O
T
E
9
)
INTERSTATE 89
(NOTE 10)
DO
R
S
E
T
ST
R
E
E
T
-
U
S
2
General Notes
Plan References
Boundary and Topographic
Survey Plat
Sv-1
1
JFV RRC
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
Date
Holiday Inn - Larkin
US 2 - Williston Rd.
South Burlington, VT
FINAL DRAFT Oct. 18, 2021
1
57913.01
Legend
vh
b
.
c
o
m
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
JFV12/3/2018Added additional utility information1
JFV4/23/2019
Added easements appurtenant to subject parcel over
2 parcel 1810-01076 (bk.69 pg.128, map ref. 7)
JFV1/22/2020
Water line location shown west of subj. parcel updated
3 based on recent demarcation by CWD
THIS SURVEY IS BASED ON PHYSICAL EVIDENCE MEASURED IN THE FIELD, AND WRITTEN
EVIDENCE ABSTRACTED FROM PUBLIC AND PRIVATE LAND RECORDS. THIS SURVEY IS
CONSISTENT WITH THAT EVIDENCE. THIS PLAT WAS PREPARED IN ACCORDANCE TO THE
LATEST ADOPTED VERSION OF 26 V.S.A. SECTION 2596(A) AND 27 V.S.A. SECTION 1403.
RYAN CLOUTIER, VERMONT LICENSED LAND SURVEYOR #744 DATE
SIAMESE CONNECTION
ACCESSIBLE CURB RAMP
ACCESSIBLE PARKING
VAN-ACCESSIBLE PARKING
COMPACT PARKING STALLS
DOUBLE YELLOW LINE
STOP LINE
CROSSWALK
PARKING COUNT
MAJOR CONTOUR
MINOR CONTOUR
STREAM / POND / WATER COURSE
SILT FENCE
DETENTION BASIN
RETAINING WALL
STOCKADE FENCE
STONE WALL
FENCE
TREE LINE
WIRE FENCE
PATH
WOOD GUARDRAIL
STEEL GUARDRAIL
GUY WIRE & ANCHOR
MATCHLINE
GUY POLE
HAND HOLE
PULL BOX
ELECTRIC MANHOLE
POST INDICATOR VALVE
TRANSFORMER PAD
TELEPHONE MANHOLE
UTILITY POLE
LIGHT POLE
ELECTRIC METER
GAS GATE
GAS METER
FIRE HYDRANT
WATER METER
BUILDING ENTRANCE
BOLLARD
DOUBLE SIGN
DUMPSTER PAD
SIGN
BUILDING
LOADING DOCK
MONOLITHIC CONCRETE CURB
LIMIT OF CURB TYPE
SAWCUT
EDGE OF PAVEMENT
BITUMINOUS CURB
CONCRETE CURB
WETLAND LINE WITH FLAG
LIMIT OF DISTURBANCE
FLOODPLAIN
Exist.Prop.
RIGHT-OF-WAY/PROPERTY LINE
CONSTRUCTION LAYOUT
TOWN LINE
ZONING LINE
BASELINE
BUILDING SETBACK
EASEMENT
PROJECT LIMIT LINE
PROPERTY LINE
SEWER MANHOLE CONCENTRIC
FLARED END SECTION
CURB STOP & BOX
TAPPING SLEEVE, VALVE & BOX
WATER VALVE & BOX
HEADWALL
DRAIN MANHOLE CONCENTRIC
PLUG OR CAP
TRENCH DRAIN
CLEANOUT
CATCH BASIN CONCENTRIC
MONITORING WELL
ELECTRIC
CABLE TV
FIRE ALARM
TELEPHONE
GAS
ROOF DRAIN
SEWER
OVERHEAD WIRE
WATER
DRAIN
UNDERDRAIN
CONSTRUCTION EXIT
HEAVY DUTY PAVEMENT
CONCRETE
TOP & BOTTOM OF WALL ELEVATION
TOP OF CURB ELEVATION
BORING LOCATION
TEST PIT LOCATION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
Prop.Exist.
RIPRAP
ABAN ABANDON
ACR ACCESSIBLE CURB RAMP
ADJ ADJUST
APPROX APPROXIMATE
BIT BITUMINOUS
BS BOTTOM OF SLOPE
BWLL BROKEN WHITE LANE LINE
CONC CONCRETE
DYCL DOUBLE YELLOW CENTER LINE
EL ELEVATION
ELEV ELEVATION
EX EXISTING
FDN FOUNDATION
FFE FIRST FLOOR ELEVATION
GRAN GRANITE
GTD GRADE TO DRAIN
LA LANDSCAPE AREA
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
NTS NOT TO SCALE
PERF PERFORATED
PROP PROPOSED
REM REMOVE
RET RETAIN
R&D REMOVE AND DISPOSE
R&R REMOVE AND RESET
SWEL SOLID WHITE EDGE LINE
SWLL SOLID WHITE LANE LINE
TS TOP OF SLOPE
TYP TYPICAL
CB CATCH BASIN
CMP CORRUGATED METAL PIPE
CO CLEANOUT
DCB DOUBLE CATCH BASIN
DMH DRAIN MANHOLE
CIP CAST IRON PIPE
COND CONDUIT
DIP DUCTILE IRON PIPE
FES FLARED END SECTION
FM FORCE MAIN
F&G FRAME AND GRATE
F&C FRAME AND COVER
GI GUTTER INLET
GT GREASE TRAP
HDPE HIGH DENSITY POLYETHYLENE PIPE
HH HANDHOLE
HW HEADWALL
HYD HYDRANT
INV INVERT ELEVATION
I= INVERT ELEVATION
LP LIGHT POLE
PIV POST INDICATOR VALVE
PWW PAVED WATER WAY
PVC POLYVINYLCHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
R= RIM ELEVATION
RIM= RIM ELEVATION
SMH SEWER MANHOLE
TSV TAPPING SLEEVE, VALVE AND BOX
UG UNDERGROUND
UP UTILITY POLE
PARKING SETBACK
SILT SOCK / STRAW WATTLE
Legend Abbreviations
General
Utility
BUILDINGS
General
1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR
TO THE START OF CONSTRUCTION.
4.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED
IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND
LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
5.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES
(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE FOUR (4) INCHES LOAM AND SEED.
6.WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM
EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.
7.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.
WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE
HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
8.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH
THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT
APPROPRIATE PERMITS.
9.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
10.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
11.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
12.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
13.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
14.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT
NO COST TO OWNER.
15.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VT DEC
CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM.
Utilities
1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT
GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,
NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT
THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND
ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT
THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,
INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING
CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS
INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO
NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH
ELEVATIONS ON THE GRADING AND UTILITY PLANS.
4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC
AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND
SHALL BE SET/RESET AS FOLLOWS:
A.PAVEMENTS AND CONCRETE SURFACES: FLUSH
B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C.LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE
SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY
SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY,
THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN
LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR
POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE
ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY
THE UTILITIES COMPANY.
7.UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
A.WATER PIPES SHALL BE CLASS 52 DUCTILE IRON AND SHALL BE ENCASED IN V-BIO POLY WRAP,
PER CWD SPECIFICATIONS.
B.SANITARY SEWER PIPES AND ROOF DRAIN PIPES SHALL BE SDR-35 POLYVINYL CHLORIDE (PVC)
SEWER PIPE
C.STORM DRAINAGE PIPES SHALL BE CORRUGATED HDPE
D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE
APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO
BEGINNING WORK.
8.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,
INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL
BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL
FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS
INDICATED ON THE ELECTRICAL DRAWINGS.
9.CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS
COMPANY'S REQUIREMENTS.
10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY
THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL
MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM
DIAMETER SHALL BE 5 FEET.
11.ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN
WATER DISTRIC SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND
APPURTENANCES, CURRENT EDITION, HENCEFORTH THE CWD SPECIFICATIONS.
Layout and Materials
1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF
PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2.CURBING SHALL BE CAST IN PLACE CONCRETE WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE
PLANS.
3.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO
THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY
PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
4.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING
CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.
5.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
Demolition
1.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY
POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF
EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10
FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
2.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH
LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE
CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
REPRESENTATIVES.
3.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE
BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT
OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO
CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE
WORK.
5.UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER
HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,
DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR
POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF
LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS
MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY
CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO
ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS
OR OTHER HAZARDOUS MATERIALS.
Erosion Control
1.PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE
AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS
IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS
(MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE
CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS
OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT
ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
3.CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT
SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH
SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE
EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED
TO PREVENT EROSION.
5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT
AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.
Existing Conditions Information
BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY A FIELD SURVEY CONDUCTED BY VHB.
THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON A FIELD SURVEY PERFORMED ON THE
GROUND BY VHB IN FALL OF 2017.
A.DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY: VHB.
B.FLAGS MARKING THE WETLANDS WERE LOCATED BY: VHB.
2.TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD 88.
3.TEST PIT LOCATIONS AND ELEVATIONS WERE PERFORMED BY VHB.
Document Use
1.THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR
WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED
USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS
DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP
DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
Notes
ELECTRIC VEHICLE PARKING
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 Local Approval July 29, 2021
35
57913.01
Legend and
General Notes
C1.00
2
SMW PBS
Issued for Construction 10/17/2022 PBS1
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
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
13
FUTURE PHASE
HOLIDAY INN
MULTI-FAMILY BUILDING
TOTAL GSF = 83,927 SF
FFE = 314.5'
HAMPTON INN2
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)
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.
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 Local Approval 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 Intersection 04/20/2023 DJH3
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
Ground Floo
r
Second Flo
o
r
PR
I
M
A
R
Y
B
U
I
L
D
I
N
G
F
A
C
A
D
E
12'
PLAZA
EASEMENT E (WINDJAMMER ENTRY
ROAD APPROX. 7,994 SF (0.184 AC))
EASEMENT FROM CHAMPLAIN SCHOOL
APARTMENTS TO WINDJAMMER
PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT 3,728 SF
(0.086 AC)
EASEMENT A (ROADWAY EASEMENT
APPROX. 2,341 SF (0.054 AC))
WINDJAMMER EASEMENT TO
CHAMPLAIN SCHOOL APARTMENTS
PROPOSED 10' WIDE MULTI-USE PATH
6'5'8'10'10'8'6'6'
60'
36'
6'-16' SIDEWALK
5' MIN. GREENBELT
8' MAX. PARKING LANE
9'-12' TRAVEL LANE 9'-12' TRAVEL LANE
8' MAX. PARKING LANE
5' MIN. GREENBELT
6'-16' SIDEWALK
36'-66' PAVEMENT WIDTH
60' MIN. STREET ROW WIDTH
R15'R15'
PR
O
P
O
S
E
D
F
U
T
U
R
E
SU
P
P
O
R
T
S
T
R
E
E
T
EXISTING PROPERTY LINE
TOTAL GSF = 59,815 SF
FFE = 313.95'
(RENOVATION OF EXISTING
BUILDING)
PROPOSED
LOBBY
ADDITION PRIMARY BUILDING FACADE
SE
C
O
N
D
A
R
Y
B
U
I
L
D
I
N
G
F
A
C
A
D
E
SE
C
O
N
D
A
R
Y
S
T
R
E
E
T
B
U
I
L
D
T
O
Z
O
N
E
PRIMARY BUILD TO ZONE
TOTAL GSF = 136,561 SF
FFE = 313.9'
PRO
P
O
S
E
D
F
U
T
U
R
E
C
I
T
Y
S
T
R
E
E
T
8
3
FUTURE PHASE
HOLIDAY INN
MULTI-FAMILY BUILDING
TOTAL GSF = 83,927 SF
FFE = 314.5'
FUTURE PHASE
HAMPTON INN2
A
B
C
D
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 Local Approval July 29, 2021
35
57913.01
Proposed Future Support
Street Plan
C2.04
4A
CHS PBS
Feet4020010
Local Comments 8/30/21 SMW1
Local Comments 9/23/21 SMW2
Local Comments 12/12/23 DJH3
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
313.9
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
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 Local Approval July 29, 2021
35
57913.01
Grading and
Drainage Plan
C3.01
4
CHS PBS
Feet6030015
Revised Storm Drain per NDMFII Design 06/28/2023 DJH5
Revised Phase 2A Limits and Temp Drive Aisle 09/14/2023 DJH6
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
312.2
314.3 TC313.7 BC
314.2 TC313.6 BC
314.1
314.7
314.6
314.3
314.2
312.15
313.3
313.4
312.7
312.1
312.1
3
1
2
.
1
5
312.0
TC 312.6
312.5
312.0
312.
1
312.
2
312.6
TC 312.7
312.
5
312
.
4
312
.
7
100+0
0
101+00
102+00
PC
PT
+92.6
0
+38.57
314.0
314.0
WIL
L
I
S
T
O
N
R
O
A
D
5' DIA.
REMOVE EXISTING DRIVEWAY,
RESTORE TO PERVIOUS GRASS
SURFACE, GRADE TO DRAIN
12" MIN. TOTAL SOIL DEPTH
(4" MIN TOPSOIL)
8"
P
V
C
15"H
D
P
E
18"HDPE
24
"
H
D
P
E
2%
M
I
N
.
S
L
O
P
E
15
"
H
D
P
E
15
"
H
D
P
E
1
5
"
H
D
P
E
10"PVC
12"
H
D
P
E
HYDRANT
REMOVE EXISTING WATER
SERVICE. PROPOSED 8"x8"
CUT-IN-TEE WITH VALVE
CLUSTER
NEW 8" D.I. CL52
WATER MAIN
CONCRETE ENCASED
CONDUIT SLEEVE.
CONTRACTOR SHALL
COORDINATE WITH
TELECOM UTILITIES ON
REQUIRED CONDUIT SIZE
AND MATERIALS
8" D.I
.
C
L
5
2
W
A
T
E
R
M
A
I
N
4
RIM=311.9
INV=306.6 OUT
CB
3RIM=311.9
INV=306.6 OUT
CB
2
RIM=312.4
INV=306.4
INV=306.4
INV=304.4
INV=304.3
4
3
5
OUT
DMH
EX SMH#2
RIM=312.2
EX INV=306.2 4" PVC
EX INV=302.7 10" PVC
EX INV=302.5 10" PVC
EX INV=302.5 10" PVC
CORE AND BOOT NEW HOLE AT
INV 303.0 ADJUST RIM TO
FINISHED GRADE
8" SDR35 PVC
INV. = 304.5
STUB, CAP AND WITNESS
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 Local Approval July 29, 2021
35
57913.01
Intersection Grading Plan
C3.02
5
CHS PBS
Feet201005
Revised Road Grading, Storm and Watermain 04/20/2023 DJH3
Revised Watermain Tie-In Tee Location 05/23/2023 DJH4
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 Local Approval 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 Telecom Water main and Sewer 06/08/2023 DJH4
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
EXISTING GRADEFINISH GRADE
El
e
v
a
t
i
o
n
s
El
e
v
a
t
i
o
n
s
Station
Station
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
100+00100+10100+20100+30100+40100+50100+60100+70100+80100+90101+00101+10101+20101+30101+40101+50101+60101+70101+80101+90102+00102+10102+20102+30102+36
31
2
.
0
31
3
.
4
9
31
2
.
4
31
3
.
7
9
PVI STA = 101+87.56
PVI ELEV = 313.60
A.D. = 3.03%
K: 8.25
25.00' VC BV
C
S
:
1
0
1
+
7
5
BV
C
E
:
3
1
3
.
8
0
EV
C
S
:
1
0
2
+
0
0
EV
C
E
:
3
1
3
.
7
9
LOW PT ELEV = 313.70
LOW PT STA = 101+88.02
PVI STA = 101+50.29
PVI ELEV = 314.19
A.D. = -2.96%
K = 8.44
25.00' VC
BV
C
S
:
1
0
1
+
3
8
BV
C
E
:
3
1
4
.
0
1
EV
C
S
:
1
0
1
+
6
3
EV
C
E
:
3
1
3
.
9
9
HIGH PT STA: 101+49.54
HIGH PT ELEV: 314.10
PVI STA = 102+31.26
PVI ELEV = 314.24
A.D. = -2.86%
K = 8.73
25.00' VC
BV
C
S
:
1
0
2
+
1
9
BV
C
E
:
3
1
4
.
0
6
EV
C
S
:
1
0
2
+
4
4
EV
C
E
:
3
1
4
.
0
7
HIGH PT STA: 102+31.50
HIGH PT ELEV: 314.15
-1.57%
1.39%
1.46%
5 R=
3
1
3
.
6
IN
V
=
3
0
7
.
5
0
IN
V
=
3
0
7
.
5
0
IN
V
=
3
0
8
.
1
0
IN
V
=
3
0
5
.
5
0
6 7
1
6
OU
T
6 R=
3
1
3
.
3
IN
V
=
3
0
8
.
2
0
OU
T
7 R=
3
1
3
.
5
IN
V
=
3
0
8
.
4
0
IN
V
=
3
0
8
.
2
0
7B
OU
T
RAISE RIM OF EXISTING STRUCTURE TO
FINISHED GRADE WITH NEW COVER
SECTION AND PRECAST RISER RINGS.
12" MAX OF RISER RINGS
2 R=
3
1
2
.
4
IN
V
=
3
0
6
.
4
0
IN
V
=
3
0
6
.
4
0
IN
V
=
3
0
4
.
4
0
IN
V
=
3
0
4
.
3
0
4 3 5
OU
T
4 R=
3
1
1
.
9
IN
V
=
3
0
6
.
6
0
OU
T
3 R=
3
1
1
.
9
IN
V
=
3
0
6
.
6
0
OU
T
30 LF
15"HDPE
S=0.66%
146 LF18"HDPES=0.75%
70 LF10"PVCS=0.79%
EXISTING SANITARY SEWER PIPE
(S
7
)
R=
3
1
2
.
6
IN
V
=
3
0
1
.
6
8
IN
V
=
3
0
1
.
5
8
(S
8
)
OU
T
312.2
314.3 TC313.7 BC
313.7
314.2 TC313.6 BC
12
+
0
0
12
+
2
4
.
1
6
PI
+96.06
20+00
20
+
4
0
.
5
7
PI
PI
+07.05
+15
.
1
0
314.1314.6
314.2
312.15
313.3
313.4
312.1
312.1
3
1
2
.
1
5
312.0
TC 312.6
312.5
312.0
312
.
1
312.
2
312.6
312
.
5
312.
4
102+35.98
100+
0
0
101+0
0
102+00
PC
PT
+92.6
0
+38.57
314.0
313.45
313.65 TC/BC
313.7
5' DIA.
REMOVE EXISTING DRIVEWAY,
RESTORE TO PERVIOUS GRASS
8"
P
V
C
15"HD
P
E
18"HDPE2%
M
I
N
.
S
L
O
P
E
15
"
H
D
P
E
15
"
H
D
P
E
1
5
"
H
D
P
E
10"PVC
12"
H
D
P
E
REMOVE EXISTING WATER
SERVICE. PROPOSED 8"x8"
CUT-IN-TEE WITH VALVE
CLUSTER
CONCRETE ENCASED
CONDUIT SLEEVE.
CONTRACTOR SHALL
COORDINATE WITH
TELECOM UTILITIES ON
REQUIRED CONDUIT SIZE
AND MATERIALS
8" D.I.
C
L
5
2
W
A
T
E
R
M
A
I
N
8x8 TEE
4
RIM=311.9
INV=306.6 OUT
CB
3
RIM=311.9
INV=306.6 OUT
CB
2RIM=312.4
INV=306.4
INV=306.4
INV=304.4
INV=304.3
4
3
5
OUT
DMH
EX SMH#2
RIM=312.2
EX INV=306.2 4" PVC
EX INV=302.7 10" PVC
EX INV=302.5 10" PVC
EX INV=302.5 10" PVC
CORE AND BOOT NEW HOLE AT
INV 303.0 ADJUST RIM TO
FINISHED GRADE
8x6 TEE
8" SDR35 PVC
INV. = 304.5
STUB, CAP AND WITNESS
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 Local Approval July 29, 2021
35
57913.01
Roadway Profile Plan
C5.01
7
SMW PBS
Vert.
Horiz.Feet201005
Feet4201
Revised Road Grading, Storm and Watermain 04/20/2023 DJH3
Rev. Water Tie-In Tee & Future Phase Connnection 06/08/2023 DJH4
El
e
v
a
t
i
o
n
s
El
e
v
a
t
i
o
n
s
Station
Station
WATERLINE-3-NEW
300
310
320
300
310
320
10+00 11+00 12+00 13+00 13+11
El
e
v
a
t
i
o
n
s
El
e
v
a
t
i
o
n
s
Station
Station
WATERLINE-1-NEW
300
310
320
300
310
320
10+00 11+00 12+00 13+00 14+00 14+11
31
3
.
3
31
3
.
6
2
31
3
.
2
31
3
.
5
1
31
3
.
1
31
3
.
0
6
31
3
.
0
31
3
.
0
1
El
e
v
a
t
i
o
n
s
El
e
v
a
t
i
o
n
s
Station
Station
WATERLINE-2-NEW
300
310
320
300
310
320
10+00 10+92
31
1
.
9
31
3
.
0
1
31
3
.
3
31
3
.
9
9
8" DI CL52
MIN. 6'
COVER
EXISTING
8"x8" TEE
EXISTING 8"
GATE VALVE
8" GATE
VALVE
8"X2" TEE CAP WATER LINE
FOR FUTURE
CONSTRUCTION
(TYP OF 2)
PROPOSED
GRADE
EXISTING
GRADE
EXISTING 8"
WATER MAIN
8"x8" CUT-IN-TEE
18" MIN.
SEPARATION
15" STORM
DRAIN
EXISTING
10" SEWER
12" STORM
DRAIN
4" ROOF
DRAIN
PROPOSED
GRADEEXISTING
GRADE
MIN. 6'
COVER
8" DI CL52 WATERMAIN
8" DI CL52
8" GATE VALVE
18" MIN.
SEPARATION
18" MIN.
SEPARATION
18" MIN.
SEPARATION
PROPOSED
8" SEWER
MIN. 6'
COVER
8"x8"TEE
(TO STUB)
8"x6"TEE
(TO FIRE
HYDRANT)
8"x8"TEE
(TO BUILDING)
REFER TO PLUMBING DRAWINGS FOR
CONTINUATION WITHIN BUILDING
4" GATE
VALVE
8" TO 4"
REDUCER
EXISTING
8"x8" TEE
EXISTING 8"
GATE VALVE
18" MIN. SEPARATION
3/4" PE GAS
SERVICE
15" STORM
DRAIN 6" ROOF
DRAIN
EXISTING
UNDERGROUND
ELECTRIC
EXISTING
UNDERGROUND
ELECTRIC / TELECOM
3/4" PE GAS
SERVICE
THREE PHASE
ELECTRICAL SERVICE
THREE PHASE CONCRETE
ENCASED CONDUIT
MIN. 6'
COVER
PROPOSED
GRADE
EXISTING
GRADE
15" STORM
DRAIN
FIRE
HYDRANT
8"x4" TEE
(DOMESTIC SERVICE TO BLDG)
8" GATE
VALVE
18" MIN.
SEPARATION
6" GATE
VALVE
8" TO 6"
REDUCER
PROPOSED
UNDERGROUND
ELECTRIC
PROPOSED
UNDERGROUND
ELECTRIC
8"x8" TEE
(FIRE SERVICE TO BLDG)
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 Local Approval July 29, 2021
35
57913.01
Waterline Profiles Plan
C5.02
8
SMW PBS
Vert.
Horiz.Feet201005
Feet4201
Revised Telecom, Storm Drain & Water Main 03/10/2023 DJH2
Revised Water Main Profile 04/20/2023 DJH3
Revised Water Main Profile 05/23/2023 DJH4
El
e
v
a
t
i
o
n
s
El
e
v
a
t
i
o
n
s
Station
Station
Proposed Sewer
300
310
320
300
310
320
10+00 11+00 12+0012+03
70 LF 10"PVC S=0.79%
EXISTING SURFACE
PROPOSED SURFACE
15" HDPE DRAINAGE
PIPE
8" PVC SERVICE MIXED
USE BUILDING IN
RAISE RIM OF EXISTING STRUCTURE TO
FINISHED GRADE WITH NEW COVER
SECTION AND PRECAST RISER RINGS.
12" MAX OF RISER RINGS
S3 R=
3
1
3
.
8
IN
V
=
3
0
6
.
9
0
IN
V
=
3
0
6
.
8
0
ND
M
F
I
I
OU
T
122 LF 8"PVC S=3.02%
S2 R=
3
1
3
.
9
IN
V
=
3
0
3
.
1
0
IN
V
=
3
0
4
.
4
0
IN
V
=
3
0
3
.
0
0
S3
MU
I
N
OU
T
8" PVC SERVICE
(FUTURE NDMF II)
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 Local Approval July 29, 2021
35
57913.01
Sewer Profile Plan
C5.03
9
SMW PBS
Vert.
Horiz.Feet201005
Feet4201
4
Revised Sanitary Sewer Profile 06/08/2023 DJH4
EXISTING 8x8 TEE
8" GATE VALVE
CONSTRUCTED 6" DI
WATER SERVICE.
6" GATE VALVE
8"x6" REDUCER
S
7
5
°
5
6
'
2
6
"
W
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 Local Approval 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
Concrete Sidewalk
N.T.S.Source: VHB LD_420
1/16
1.0% (MIN.)
1.5% (MAX.)
NOTES
1.PROVIDE EXPANSION JOINTS
2.AT MIN. 30 FT. O.C. WITH PRE-
FORMED JOINT FILLER.
3.PROVIDE TOOLED CONTROL
JOINTS AT 6' O.C.
4.PROVIDE BROOM FINISH IN
DIRECTION PERPENDICULAR TO
CURB.
CONCRETE
SIDEWALK
12" PREFORMED
EXPANSION JOINT
BLDG. FACE,
FIXED OBJECT,
OR CONC. SIDEWALK SECTION
EXPANSION
JOINT
SEALANT
12"
15" COMPACTED GRAVEL
VTRANS 704.05A FINE.
(21" THICKNESS WITHIN
10' OF BUILDING DOORS
AND RAMPS)
COMPACTED
SUBGRADE
VARIES
7" REVEAL
CURB
FINISH
PAVEMENT
5" CEMENT CONCRETE
6" THICK WITHIN FUTURE ROW
(8" THICK IN VEHICULAR AREAS)
NOTE:
CONCRETE FOR SIDEWALKS TO BE
4000 PSI TYPE II,
6% (1.5±) AIR ENTRAINED.
FINISH
GRADE
SECTION
EXPANSION JOINT DETAIL
REV
Cast In Place Concrete Curb (CIP)
N.T.S.Source: VHB LD_404
1/16
SLOPE VARIES
18"9"12"
6"
18"
7"
(TYP.)
REV
SLOPE1.5% (MA
X
.
)1.0% (MIN
.
)
RAMP
SIDEWALK
4' (MIN.)EDGE O
F
A
C
C
E
S
S
I
B
L
E
ROUTE
LANDSCA
P
E
D
A
R
E
A
CUR
B
CU
R
B
T
R
A
N
S
I
T
I
O
N
CUR
B
2'-0"
2.35" (TYP.)*
0.9"
(PROFILE)
Accessible Curb Ramp (ACR) Type 'I-D'
N.T.S.Source: VHB LD_508
1/16
2'-0"
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1%MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALLBE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICALCURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.
CU
R
B
T
R
A
N
S
I
T
I
O
N
CUR
B
CURB
T
R
A
N
S
I
T
I
O
N
CUR
B
RAM
P
7.5%
(
M
A
X
.
)
RAM
P
7.5%
(
M
A
X
.
)
7.5%
(
M
A
X
.
)
7.5
%
(
M
A
X
.
)
1.5% (M
A
X
)
1.0% (MIN
)
LAN
D
S
C
A
P
E
VARIES UPUP TO 6'-
8
"
4' (MIN.) ACCESSIB
L
E
WALKWAY
4' (M
I
N
.
)
R
A
M
P
2.35"
(TYP.)*
2.35" (TYP.)*
0.9"
0.2"
(PROFILE) TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) Type 'K-D'
N.T.S.Source: VHB LD_510
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.
0.9"
0.2"2.35"
(TYP.)*
2.35" (TYP.)*
LAN
D
S
C
A
P
E
ARE
A
LAN
D
S
C
A
P
E
AREA
2' C
U
R
B
T
R
A
N
S
I
T
I
O
N
2' C
U
R
B
T
R
A
N
S
I
T
I
O
N
4' (
M
I
N
.
)
RAM
P
7
.
5
%
A
S
R
E
Q
'
D
.
1.5% (MAX.)
1.0% (MIN.)
RAM
P
7
.
5
%
ACC
E
S
S
I
B
L
E
WAL
K
W
A
Y
4' (MIN.)SIDEWALK
7.5% (MAX)
RAMP
CUR
B
CUR
B
2'-0"
(PROFILE) TRUNCATED DOMES
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) Type 'A-D'
N.T.S.Source: VHB LD_500
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE
(I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREASHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE ITABUTS ROADWAY.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO ACCESSIBLE ROUTE.
*2.35"
TYP.0.2"
4' (M
I
N
.
)
4' (MIN.)SIDEWAL
K
2'-0"
CU
R
B
T
R
A
N
S
I
T
I
O
N
CUR
B
CURB
T
R
A
N
S
I
T
I
O
N
CUR
B
(PROFILE) TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) - Type 'B-D'
N.T.S.Source: VHB LD_501
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLEROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSINGAREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING ISINDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.
12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.
0.2"
0.9"
2.35" (TYP.)*
2.35"
(TYP.)*
7.5%
(
M
A
X
.
)
CURBTRANSITIO
N
(2' MIN.)
LANDSCAPE
AREA (TYP.)
2'-0"
SLOPE1.5% (MAX.)1.0% (MIN.)EDGE O
F
ACCESS
I
B
L
E
R
O
U
T
E
4' (MIN.)
SIDEWALK
RAMP
CURB
T
R
A
N
S
I
T
I
O
N
CUR
B
(PROFILE) TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) Type 'C-D'
N.T.S.Source: VHB LD_502
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBINGIS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.
12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.
4' (MIN.)
E
D
G
E
O
F
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
EDGE O
F
ACCESS
I
B
L
E
R
O
U
T
E
1.5% (MAX.) 1.0% (MIN.)
4' (
M
I
N
.
)
SID
E
W
A
L
K
RAM
P
7.5%
(
M
A
X
.
)
7.5% (MAX.)
RAMP
SIDEWALK
4' (MIN.)
3' (MIN.)
CURB TRANSITION
CURB
2'-0"
CURB
T
R
A
N
S
I
T
I
O
N
CUR
B
2.35"
(TYP.)*
2.35" (TYP.)*
0.9"0.2"
(PROFILE) TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) Type 'D-D'
N.T.S.Source: VHB LD_503
1/16
7.5
%
(
M
A
X
.
)
7.5%
(
M
A
X
.
)
SIDEWALK
10' (MIN.)
SLO
P
E
A
S
REQ
'
D
.
SLOPE7.5% (MA
X
.
)
4' (MIN.)EDGE O
F
A
C
C
E
S
S
I
B
L
E
ROUTE
SLO
P
E
A
S
REQ
'
D
.
SIDEWALK
CURB
T
R
A
N
S
I
T
I
O
N
CUR
B
4' (
M
I
N
.
)
RAM
P
SLOPE1.5% (MA
X
.
)
1.0% (MIN
.
)
CUR
B
CU
R
B
T
R
A
N
S
I
T
I
O
N
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSINGAREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING ISINDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.
2.35"
(TYP.)*
2.35" (TYP.)*
0.9"0.2"
2'-0"
(PROFILE) TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) Type 'E-D'
N.T.S.Source: VHB LD_504
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREASHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING ISINDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.
12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAY CROSSINGS.
4' (MIN.)
4' (MIN.)
4' (MIN.)
CUR
B
CU
R
B
T
R
A
N
S
I
T
I
O
N
CURB T
R
A
N
S
I
T
I
O
N
CURB
7.
5
%
(
M
A
X
.
)
RAMP
SID
E
W
A
L
K
EDGE O
F
A
C
C
E
S
S
I
B
L
E
ROUTE
1.5% (MAX.)
1.0% (MIN.)
SIDEWALK
SLOPE
1.0% (M
I
N
.
)
1.5% (M
A
X
.
)
7.5
%
(
M
A
X
.
)
7.5% (M
A
X
.
)
2.35"
(TYP.)*
2.35" (TYP.)*0.9"
0.2"
2'-0"
(PROFILE) TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Accessible Curb Ramp (ACR) Type 'M'
N.T.S.Source: VHB LD_512
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLEIN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.
LAN
D
S
C
A
P
E
ARE
A
LAN
D
S
C
A
P
E
AREA
2' C
U
R
B
T
R
A
N
S
I
T
I
O
N
2' C
U
R
B
T
R
A
N
S
I
T
I
O
N
4' (M
I
N
.
)
7.5% (MAX)
RAMP
ACC
E
S
S
I
B
L
E
SID
E
W
A
L
K
CUR
B
CUR
B
2.35"
(TYP.)*
2.35" (TYP.)*
0.9"
0.2"
2'-0"
TRUNCATED DOMES (PLAN VIEW)
2.35" TYP.
0.9"
RA
M
P
7.5
%
(
M
A
X
.
)
RAM
P
7.5%
(
M
A
X
.
)
SLOPE1.5%(MAX.)1.0% (MIN.)SIDEWALK
EDG
E
O
F
ACC
E
S
S
I
B
L
E
R
O
U
T
E
(PROFILE)
*DIMENSIONS ARE CENTER TO CENTER
REV
(PLAN VIEW)
Accessible Curb Ramp (ACR) Type 'G-D'
N.T.S.Source: VHB LD_506
1/16
NOTES
1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1%MIN.).
2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALLBE 5%.
3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.
4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.
8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICALCURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.
12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEXROADWAY CROSSINGS.
2' M
I
N
.
4' M
I
N
.
R
A
M
P
7.5%
(
M
A
X
.
)
CURB
T
R
A
N
S
I
T
I
O
N
2.35"
(TYP.)*
0.2"
TRUNCATED DOMES (PLAN VIEW)
*DIMENSIONS ARE CENTER TO CENTER
REV
Transition and End Curbs
N.T.S.Source: VHB LD
2/17
7"
4'-0"
TYPE 1
3"7"
3"
TYPE 2
1/2"
ISOLATION JOINT @ STRUCTURES
DOWELED EXPANSION JOINT
1/2"WALL OR STRUCTURE
SEALANT 3/4" DEEP
PREFORMED JOINT FILLER
FULL DEPTH OF SLAB
#4 SMOOTH DOWEL BARS
18" LONG @ 12" O.C. AND PARALLEL
PREFORMED JOINT FILLER
FULL DEPTH OF SLAB
DOWEL CAP W/ LUBRICANT THIS END
SEALANT 3/4" DEEP
#4 SMOOTH DOWEL BARS,
18" LONG @ 12" O.C. AND PARALLEL
6"
EQ.
1/2"
EQ.
EQ.
1/2"
EQ.
6"
1'-2"
1'-2"1'-2"
6"
6"
DOWEL CAP W/ LUBRICANT, THIS END
Concrete Joints
N.T.S.Source: VHB LA
2/22
COMPACTED SUBGRADE
COMPACTED GRAVEL
VTRANS 704.05A FINE
BIT. CONC. PAVEMENT
TACK COAT
1/2" RADIUSCONCRETE CURB, TYPE B
(PER VTRANS STANDARD C-10)
TREATMENT VARIES
TRUNCATED DOMES
ONLY WHERE SHOWN
ON PLANS
14" LIP MAX.
SEE NOTE 9.
SEE NOTE 9.
14" LIP MAX.
TRUNCATED DOMES
ONLY WHERE SHOWN
ON PLANS
SEE NOTE 9.
14" LIP MAX.
TRUNCATED
DOMES ONLY
WHERE SHOWN
ON PLANS
TRUNCATED DOMES
ONLY WHERE SHOWN
ON PLANS
14" LIP MAX.
SEE NOTE 9.
14" LIP MAX.
SEE NOTE 9.
TRUNCATED DOMES
ONLY WHERE SHOWN
ON PLANS
14" LIP MAX.
SEE NOTE 9.
TRUNCATED DOMES ONLY
WHERE SHOWN ON PLANS
14" LIP MAX.
SEE NOTE 9
TRUNCATED DOMES
ONLY WHERE SHOWN
ON PLANS
14" LIP MAX.TRUNCATED
DOMES ONLY
WHERE SHOWN
ON PLANS
14" LIP MAX.
SEE NOTE 9.
TRUNCATED DOMES
ONLY WHERE SHOWN
ON PLANS
FINISHED GRADE OF PAVEMENT
FINISHED GRADE OF PAVEMENT
Mountable Cast In Place Concrete Curb (MCIP)
N.T.S.Source: VHB LD_404
1/16
SLOPE VARIES
18"9"12"
6"
18"
6"
COMPACTED SUBGRADE
COMPACTED GRAVEL
VTRANS 704.05A FINE
BIT. CONC. PAVEMENT
TACK COATCONCRETE CURB, TYPE A
(PER VTRANS STANDARD C-10)
TREATMENT VARIES
#4 DEFORMED
REINF. BARS
1"
6"3"
6"
1"
6"
1/4" RADIUS
2" RADIUS1/4" RADIUS
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 Local Approval July 29, 2021
35
57913.01
Site Details 1
C7.01
11
SMW PBS
Issued for Construction 10/17/2022 PBS1
Pavement Section (all other paved areas)
N.T.S.Source: VHB LD_430S
1/16
COMPACTED GRAVEL 704.0B
-12" AT NORTH PARKING LOT AND FIRE LANE (SEE PLANS)
-18" ALL OTHER AREAS
STANDARD DUTY FLEXIBLE PAVEMENT
2" BITUMINOUS CONCRETE PAVEMENT TYPE II
1 12" BITUMINOUS CONCRETE PAVEMENT TYPE III
REV
Crosswalk
N.T.S.Source: VHB LD_553
1/16
ST
O
P
L
I
N
E
(S
E
E
P
L
A
N
S
)
NOTES
1.TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE APPLICATION, NO
COMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED.
2.LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE.
3.ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH
AND PROPERLY ALIGNED.
4.CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%.
AL
I
G
N
8' (TYP.)
2'
(M
A
X
.
)
2'
(T
Y
P
.
)
MAX. SLOPE 1.5%
12" (TYP.)
2'
(M
A
X
.
)
4' (MIN.)
12"
CURBLINE
CURBLINE
Painted Pavement Markings - On Site
N.T.S.Source: VHB LD_554
1/16
LANE
NOTES
1.PAVEMENT MARKINGS TO BE INSTALLED FOR ON
SITE WORK IN LOCATIONS SHOWN.
4'
2'
4'
1'
(TYP.)
2'
(TYP.)
4" WHITE PAINT (TYP.)
17"10"17"
3'-8"
WHITE PAINT3'
-
0
"
3'
-
0
"
6'-
0
"
4"
5'-
0
"
2'-
2
"
2'-
1
0
"
2'-0"3'-0"
4"
WHITE PAINT
8'-
0
"
7'-9"
16
"
4"
4" WHITE PAINT
16
"
(T
Y
P
.
)
2'
-
0
"
12
"
LENGTH AS REQUIRED
(SEE STRIPING PLAN)
WHITE PAINTED
STOP LINE
NOTES
1.ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE
AREAS SHALL NOT EXCEED 1.5%.
45°
5'(MIN.) OR
AS SHOWN ON
PLANS9'(MIN.)
SEE DETAIL
ACCESSIBLE PARKING
SEE PLANS
4'
4'
BLUE SKID-
RESISTANT
PAINT
3" WIDTH
(PAINTED WHITE)
4" WIDTH
(PAINTED WHITE)
ACCESS AISLE
4" WHITE LINES
24" ON CENTER
4" WIDTH
(PAINTED WHITE)
DETAIL
Accessible Parking Space
N.T.S.Source: VHB LD_552W
1/16
Parking Sign Post - Type 'A'
N.T.S.Source: VHB LD_701
1/16
*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE
SIGNAGE.
*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE
SIGNAGE.
*
24"
*
7' (MIN.)
* *
REV
NOTE:
TYPE A SIGN POST SHALL BE USED FOR HANNAFORD TO-GO AND
ACCESSIBLE PARKING SPACE SIGNS
Handicap Parking Sign, MUTCD R7-8
N.T.S.Source: VHB LD_
6/18
RESERVED
PARKING
Dumpster Pad
N.T.S.Source: VHB LD_710
1/16
NOTES
1.SIZE OF PAD TO BE AS INDICATED ON PLANS.
2.CONSTRUCTION JOINTS SHALL BE SPACED NO MORE THAN 30 FEET ON CENTER
AND SHALL BE EQUALLY SPACED OVER THE LENGTH AND WIDTH OF THE PAD.
3.CONTRACTION JOINTS SHALL BE 1.5" DEPTH WITH MAXIMUM 12' SPACING.
12"
12"3"
6"
REV
Dumpster Pad w/ Enclosure
N.T.S.Source: VHB LD_713
1/16
NOTES
1.REFER TO PLAN FOR ACTUAL DIMENSION.
PLAN VIEW
11' (MIN.)
2'-0"
3"
15'(MIN.)
6"
6"
Bollard Mounted Parking Sign - Type 'B'
N.T.S.Source: VHB LD_703S
1/16
*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE
SIGNAGE.
*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE
SIGNAGE.
*
**
*
7' (MIN.)
1'-9"
3'-6"
4'-0"
REV
PEDESTRIAN SIGNAL
NOTES
1.REFER TO STANDARD E-171A FOR TRAFFIC SIGNAL GENERAL NOTES.
2.STEEL PEDESTAL POSTS AND BASES SHALL BE PAINTED FEDERAL BLACK, AFTER
GALVANIZATION. UNLESS OTHERWISE NOTED IN THE PLANS. ALUMINUM POSTS
AND BASES SHALL BE PAINTED BLACK.
3.ALL PEDESTAL POLES WHICH ARE PROVIDED WITH A BREAKAWAY FEATURE SHALL
CONFORM TO THE REQUIREMENTS OF THE AASHTO 1985 STANDARD
SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,
AND TRAFFIC SIGNALS, SECTION 7 AND SUBSEQUENT REVISIONS.
4.REFER TO STD E-171C FOR PEDESTRIAN PUSH BUTTON ACCESSIBILITY DETAILS.
5.PUSH BUTTON CONTROLS SHALL BE RAISED FROM OR FLUSH WITH THEIR
HOUSINGS AND SHALL BE A MINIMUM OF 2' IN THE SMALLEST DIMENSIONS. THE
FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 lbf.
6.SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER AND
DEPARTMENT OF PUBLIC WORKS PRIOR TO ORDERING.
7.CONTRACTOR TO PROVIDE CONCRETE BASE IN ACCORDANCE WITH
MANUFACTURERS REQUIREMENTS.
3'-6"
7' - 10'
MINIMUM MOUNTING HEIGHT
FOR AUDIO SIGNAL IS 8'
PEDESTRIAN ASSEMBLY TO
INCLUDE AUDIO SIGNALS
Traffic Control Signals Pedestal Post Mounted
N.T.S.Source: VTRANS STD_E-170
11/99
PEDESTAL POLE INSTALLATION
Wood Guardrail
N.T.S.Source: VHB LD_450
10/20
2'-7"
4"
7'-0"
2'-0"3'-8"
4'-0" O.C.
6"
8"
REV
12"
COMPACTED SUBGRADE
ROADWAY GEOTEXTILE MIRAFI
500X OR APPROVED EQUAL
16" OR 12" DIA.
CONCRETE SUPPORT
LANDSCAPED AREA
2 12" DIA. STEEL POST
(PAINT COLOR SELECTED
BY ARCHITECT)
TYPICAL SIGN
CAP STEEL PIPE POST
COMPACTED
SUBGRADE
COMPACTED
GRAVEL
VTRANS
704.05A
4000 PSI CEMENT
CONCRETE (TYPE II)
6%(1.5%±) AIR ENTRAINED
#4 @ 16"
BOTH WAYS
(CENTERED)
BITUMINOUS
CONCRETE
PAVEMENT
APPROACH APRON
DOUBLE DOORS
SCORE LINE (TYP.)
6" CONCRETE PAD
PROPOSED ENCLOSURE BY OTHERS.
COORDINATE WITH OWNER.
6" COMPACTED GRAVEL
24" DIA. CONCRETE ENCASEMENT
(3000 PSI)
FINISH GRADE
SURFACE TREATMENT VARIES
YELLOW PLASTIC COVER
6" DIA. STEEL PIPE FILLED
WITH CONCRETE
2 12" DIA. STEEL
POST
TYPICAL SIGN
CAP STEEL PIPE POST AUDIO
SIGNAL
REINFORCEMENT PLATE
PEDESTAL ADAPTER
SET SCREWS
STANDARD 4" PIPE POLE 4 1/2" O.D.
9"x12" PEDESTRIAN
INSTRUCTION SIGN
SEE STD. E-140
PEDESTRIAN PUSH BUTTON
MOUNTING SADDLE, PUSH
BUTTON AND SIGN TO BE
ORIENTED AS SHOWN ON
THE PLAN OR AS DIRECTED
BY THE ENGINEER.
FINISHED
SURFACE
CURB
4"X10" WOOD RAIL
6"X8" WOOD
POSTS @
4'-0" O.C.
BUTT JOINT (TYP.)
2- 58" GALVANIZED
CARRIAGE BOLTS
PER POST PER RAIL
2-58" GALVANIZED
CARRIAGE BOLTS
PER POST PER RAIL
6"
3"
6" STEEL BOLLARD
6" COMPACTED GRAVEL, 704.05A
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 Local Approval July 29, 2021
35
57913.01
Site Details 2
C7.02
12
CHS PBS
Issued for Construction 10/17/2022 PBS1
Typical Section - Stormtech SC 310 System
N.T.S.Source: VHB LD_
11/16
18" MIN*8' MAX
12" MIN
12" TYP
34"
6" MIN
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE (OR
APPROVED EQUAL) ALL AROUND
CLEAN, CRUSHED, ANGULAR STONE
IN A & B LAYERS
16"
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE
RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm).
EXISTING NATIVE SUBGRADE
SC-310 END CAP
PAVEMENT LAYER (DESIGNED BY
SITE DESIGN ENGINEER)
D
C
B
A
NOTE:
1.FOR ALL SYSTEMS INSTALL ISOLATOR ROW GEOTEXTILE IN ACCORDANCE WITH MANUFACTURERS GUIDANCE. INSTALL ISOLATOR ROWS AS SHOWN ON SYSTEM PLAN VIEWS.
2.THE CONTRIBUTING DRAINAGE AREA TO EACH SYSTEM SHALL HAVE DENSE AND VIGOROUS VEGETATIVE COVER, AND SHALL RECEIVE FINAL STABILIZATION PRIOR TO ACCEPTING RUNOFF.
STORMTECH SC-310 CHAMBER
(TYP)
Storm Drain Trench
N.T.S.Source: VHB LD_
1/16
1
1
NOTES
1.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION
BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH
BACKFILL WITH MATERIALS SIMILAR TO THE SPECIAL SECTION
REQUIREMENTS.
2.BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, AND UNIFORM
SUPPORT FOR THE FULL LENGTH OF THE PIPE.
3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER THE PIPE
TO ENSURE PIPE IS NOT DAMAGED
4.WHERE COVER OVER TOP OF ROOF DRAIN PIPE IS LESS THAN 5', PIPE
SHALL BE INSULATED WITH 2" OF EXTRUDED POLYSTYRENE
INSULATION BOARD OF 4' MIN. WIDTH CENTERED ON PIPE. VERIFY
FINAL INSULATION THICKNESS WITH ENGINEER PRIOR TO PLACEMENT.
DE
P
T
H
V
A
R
I
E
S
12"
(MIN.)
6"
(M
I
N
.
)
PI
P
E
DI
A
.
12"
CO
M
P
A
C
T
E
D
BE
D
D
I
N
G
5'
-
0
"
M
A
X
I
M
U
M
VA
R
I
E
S
PAVED AREA
SEE APPLICABLE
PAVEMENT SECTION LANDSCAPED AREA
NOTES
1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.
2.PROVIDE FLEXIBLE WATERTIGHT BOOTED CONNECTION AT ALL PIPE PENETRATIONS
3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.
4.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH
PRECAST CONCRETE RISER RINGS, MAX 12"
8"24"8"
48" MIN. DIAMETER
DIMS.
VARIES
CONCENTRIC
CONE SECTION
SEE ALTERNATIVE
TOP SLAB
RISER
SECTION(S)
AS REQUIRED
MONOLITHIC
BASE SECTION12"
(TYP)
4' (MIN)
24" SQUARE
OPENING (TYP)
48" MIN. DIAMETER
8"
(MIN)12"
Deep Sump Catch Basin (CB)
N.T.S.Source: VHB LD_100
1/16
REV
ALTERNATIVE TOP SLAB
12"
Drain Manhole (DMH)
N.T.S.Source: VHB LD_115
1/16
NOTES
1.ALL SECTIONS SHALL BE DESIGNED FOR
HS-20 LOADING. DIAMETER OF STRUCTURES
SHALL BE COORDINATED WITH PIPE
CONFIGURATIONS.
2.COPOLYMER MANHOLE STEPS SHALL BE
INSTALLED AT 12" O.C. FOR THE FULL DEPTH
OF THE STRUCTURE.
3.PROVIDE FLEXIBLE WATERTIGHT BOOTED
CONNECTION AT ALL PIPE PENETRATIONS.
4.JOINT SEALANT BETWEEN PRECAST SECTIONS
SHALL BE PREFORMED BUTYL RUBBER.
5.DRAIN MANHOLE FRAME AND COVER SHALL
BE SET IN FULL MORTAR BED. ADJUST TO
GRADE WITH PRECAST CONCRETE RISER
RINGS, MAX 12"
12"
(TYP.)
12"
(TYP.)
RISER
SECTION(S)
AS REQ'D.
8"8"
MONOLITHIC
BASE SECTION
ALTERNATE TOP SLAB
ECCENTRIC
CONE SECTION
SEE ALTERNATE
TOP SLAB
24" DIA.
ACCESS
24" DIA.
ACCESS
12"
48" DIA. (MIN.)
8"
(MIN.)
DIA.
VARIES
48" DIA. (MIN.)
REV
6" MIN.
Stormtech 6" Inspection Port Detail
N.T.S.Source: VHB LD_
1/17
FINAL FILL:
INITIAL FILL: ¹
¹
EMBEDMENT STONE:
¹
FOUNDATION STONE:
¹
Acceptable Fill Materials: Stormtech Chamber Systems
N.T.S.Source: VHB LD_
11/16 Stormtech SC-310 - System #2 Schematic
N.T.S.Source: VHB LD_
12/16
SYSTEM LAYOUT
180 SC-310
30 SC-310
89'±
52'±
ALTERNATIVE ECCENTRIC CONE SECTION ALTERNATIVE TOP SLAB
8"24"8"
48" MIN. DIAMETER
DIMS.
VARIES
CONCENTRIC
CONE SECTION
SEE ALTERNATIVE
TOP SLAB
RISER
SECTION(S)
AS REQUIRED
MONOLITHIC
BASE SECTION12"
(TYP)
2' (MIN)
12"
24" SQUARE
OPENING (TYP)
48" MIN. DIAMETER
8"
(MIN)12"
Catch Basin (CB)
N.T.S.Source: VHB LD_100
11/19
REV
NOTES
1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.
2.PROVIDE FLEXIBLE WATERTIGHT BOOTED CONNECTION AT ALL PIPE PENETRATIONS
3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.
4.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH
PRECAST CONCRETE RISER RINGS, MAX 12"
COMPACTED BEDDING
HAND TAMPED HAUNCHING
DEPTH AND SURFACE
TREATMENT VARIES
COMPACTED
SUBGRADE
SAWCUT
COMMON FILL/
ORDINARY BORROW
SAND BLANKET,
VAOT ITEM 703.03A
34" CRUSHED STONE,
VAOT ITEM 704.02B
FINISH GRADE
SEE NOTE 4
OUTLET
SEE NOTE 2.
34" CRUSHED STONE,
VAOT 704.02B
NOTE 3
COMPACTED
SUBGRADE
34" CRUSHED STONE VAOT 704.02B
COMPACTED SUBGRADE
SEE NOTE 3.
DIA.
VAR
I
E
S
SEE NOTE 5.
SEE NOTE 4.
OUTLET
FINISH
GRADE
STEPS, SEE
NOTE 2.
9" MIN. FOR SYSTEM #1
12" MIN. FOR SYSTEM #2
OIL/DEBRIS
TRAP
FINISH GRADE
SEE NOTE 4
NOTE 3
OUTLET
SEE NOTE 2
COMPACTED
SUBGRADE
34" CRUSHED STONE,
VAOT 704.02B
Flared End Section (FES) with Stone Protection
N.T.S.Source: VHB LD_134
3/19
FILTER FABRIC
COMPACTED SUBGRADE
ENERGY DISSIPATION BOWL
PIPE
DIA.
D
APPROX. LIMITS
OF ENERGY
DISIPATION
BOWL
12"
3D
8'
5'
APRON EDGE TO
BE SET LEVEL
WITH FLARED END
INVERT ELEVATION
(TYP.)
HDPE FLARED END SECTION
SLOPE 1:1 (MAX.)
VTRANS TYPE I STONE FINISH
GRADE
18"
1'
3'3'
SECTION A-A
PLAN
REV
Infiltration Trench
N.T.S.Source: VHB LD_181
12/19
18"PIPE DIA.18"
12"
PIPE DIA.
2"
18" (MIN.)
OVERLAP
COMPACTED
COMMON
FILL
TYPICAL
PAVEMENT
SECTION
FINISH
GRADE
COMPACTED
COMMON FILL
SURFACE TREATMENT
VARIES
NATURAL GROUND OR
PERVIOUS MATERIAL
APPROVED BY
GEOTECHNICAL ENGINEER
2" WASHED
CRUSHED STONE
FILTER FABRIC
PAVED AREA LANDSCAPED AREA
REV
PERFORATED HIGH DENSITY
POLYETHYLENE (HDPE) PIPE
(REFER TO PLAN FOR SIZE,
INVERT, AND LOCATION)
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 Local Approval July 29, 2021
35
57913.01
Site Details 3
C7.03
13
SMW PBS
Foundation Drain Outlet 12/06/2022 PBS1
4
Added Infiltration Trench Detail 06/08/2023 PBS2
Waterline Trench
N.T.S.Source: VHB LD_
1/16
1
1
NOTES
1.COMPACTION REQUIREMENTS: (STANDARD PROCTOR METHOD), 90% OF MAXIMUM DENSITY WHEN
TRENCH EXCAVATION OCCURS ON A CROSS-COUNTRY ROUTE, 95% OF MAXIMUM DENSITY WHEN TRENCH
EXCAVATION OCCURS IN TRAVELED WAYS COMPACTED IN 12" LIFTS.
2.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.
3.BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, AND UNIFORM SUPPORT FOR THE FULL LENGTH OF
THE PIPE.
4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER THE PIPE TO ENSURE PIPE IS NOT DAMAGED
5.FOUR-INCH (4") AND SIX-INCH (6") DI PIPE SHALL HAVE NO LESS THAN TWO (2) BRONZE WEDGES
INSTALLED AT EACH JOINT. EIGHT-INCH (8") AND LARGER DI PIPE SHALL HAVE NO LESS THAN THREE (3)
BRONZE WEDGES INSTALLED AT EACH PIPE JOINT.
6.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.
DEPTH VARIES
12"
(MIN.)
12"
(MIN.)
PIPE
DIA.
12"
6'-0" MINIMUM
COMPACTED
BEDDING
PAVED AREA
SEE APPLICABLE
PAVEMENT SECTION LANDSCAPED AREA
WATER & SANITARY UTILITY CROSSINGS
PARALLEL INSTALLATION
18"(MIN.)
10'-0" (MIN.)
Water/Sewer Separation
N.T.S.Source: VHB LD
1/16Concrete Thrust Block
N.T.S.Source: VHB LD_260
1/16
1 1
NOTES
1.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,
AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDE
ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES.
2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.
3.CONCRETE SHALL BE 3,000 PSI-TYPE I.
2 2G H
I
D
E
FC
J
B
Plan SECTION 1-1
PLAN SECTION 2-2
TEES
TABLE OF DIMENSIONS
TEES G H I J TEES G H I J
6"X6"X6"12"24"24"18"12"X12"X6"12"24"24"18"
8"X8"X6"""""12"X12"X8""""24"
8"X8"X8""""24"12"X12"X12""36""36"
TABLE OF DIMENSIONS
BENDS B C D E F BENDS B C D E F
6" 11 14°8"15"12"24"12"6" 45°8"30"12"24"14"
6" 22 12°"19"""13"6" 90°"30"""27"
8" 11 14°"20"""12"8" 45°"30"""24"
8" 22 12°"22"""17"8" 90°"38"""36"
12" 11 14°"30"""15"12" 45°"40"""40"
12" 22 12°"35"""25"12" 90°"60"""52"
BENDS
Sewerline Trench
N.T.S.Source: VHB LD_
1/16
11
NOTES
1.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH
DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS,
PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE
SPECIAL SECTION REQUIREMENTS.
2.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.
3.BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, AND
UNIFORM SUPPORT FOR THE FULL LENGTH OF THE PIPE.
4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER THE
PIPE TO ENSURE PIPE IS NOT DAMAGED
DEPTH
VARIES
12"
(MIN.)
6"
(MIN.)
PIPE
DIA.
12"
COMPACTED
BEDDING
5'-0"
MAXIMUM
VARIES
PAVED AREA
SEE APPLICABLE
PAVEMENT SECTION LANDSCAPED AREA
Cleanout - Paved Area
N.T.S.Source: VHB LD_303
1/16
FLOW
SEE PLANS FOR INVERT AND PIPE SIZE
45°PVC BEND AT END OF LINE
WYE CONNECTION FOR IN-LINE
12"
6"
PVC
CONCRETE COLLAR
6"THREADED PLUG
RING & COVER
FINISH GRADE
AT PAVEMENT
Sanitary Sewer Manhole (SMH)
N.T.S.Source: VHB LD_200-VT
1/16
NOTES
1.STRUCTURES SHALL BE PRECAST CONCRETE,
DESIGNED FOR HS-20 LOADING.
2.POLYPROPYLENE "DROP-FRONT" MANHOLE
STEPS, CAST IN PLACE, SHALL BE INSTALLED AT
12" O.C. FOR THE FULL DEPTH OF THE
STRUCTURE.
3.EXTERIOR SURFACES SHALL BE GIVEN TWO
COATS OF BITUMINOUS WATER- PROOFING
MATERIAL.
4.JOINT SEALANT BETWEEN PRECAST SECTIONS
SHALL BE A DOUBLE LAYER OF PREFORMED
BUTYL RUBBER.
5.STANDARD SEWER MANHOLE FRAME AND
COVER SHALL BE SET IN FULL MORTAR BED.
ADJUST TO GRADE WITH MAX 12" PRECAST
CONCRETE RISER RINGS.
(STEEL REINFORCED FOR HS-20 LOADING)
12"
MIN.
DIA.
VARIES12"
(TYP.)
MONOLITHIC
BASE SECTION
RISER
SECTION(S)
AS REQ'D.
ECCENTRIC
CONE SECTION
SEE ALTERNATE
TOP SLAB
48" DIA. MANHOLE (MIN.)
8"
30" DIA.
ACCESS 8"
48" DIA. MANHOLE
12"8"
30" DIA.
ACCESS
ALTERNATE TOP SLAB
Proposed Street Typical Cross Section
N.T.S.Source: VHB LD_
9/19
NOTES
1.CONDUITS SHALL BE CONCRETE ENCASED
WHERE IDENTIFIED ON THE SITE PLANS,
AND UNDER THE FOLLOWING
CONDITIONS:
1.1.AT WATER CROSSINGS (I.E. BROOKS,
STREAMS, ETC.)
1.2.AT CROSSING OF WATER, SEWER,
AND GAS PIPELINES FOR 10 FEET ON
EITHER SIDE.
1.3.WHEN UNDER THE TRAVELED WAY
OF CITY STREETS, TOWN HIGHWAYS,
DRIVEWAYS, ETC.
1.4.WHEN WITHIN 20 FEET OF TANKS
CONTAINING FUEL OR SOLVENTS.
2.ALL TRENCHES AND ELECTRICAL
CONDUITS SHALL BE APPROVED BY
UTILITY INSPECTOR PRIOR TO
BACKFILLING OF TRENCHES.
3.ALL TRENCHES SHALL BE 18" MIN. WIDTH.
BACKFILL OVER THE TRENCH SHALL BE
CLEAN, FINE SAND OR GRAVEL THAT
PASSES 1" SIEVE, AND COMPACTED IN
LIFTS FOR THE FULL BURIAL DEPTH.
4.MOUNDING THE TRENCH IS NOT
ALLOWED TO ACHIEVE BURIAL DEPTH.
5.ALL CONDUITS SHALL BE SCHEDULE 40
PVC.
6.PROVIDE 4" MIN. CONCRETE COVER TO
OUTSIDE OF PIPE, BETWEEN ALL
CONDUITS, AND BETWEEN
CONDUITSAND SOIL.
Concrete Encased Electrical Trench
N.T.S.Source: VHB LD_VT
2/20
T/C T/C
T/CT/C
E E
4"
MIN
12"
MIN
4"
MIN
3,000 PSI CONCRETE
ENCASEMENT
40"
MIN BURY DEPTH
4" DIA. TELEPHONE
AND CABLE CONDUITS
5" DIA. ELECTRICAL
CONDUITS
4"
MIN
NOTES
1.ALL FITTINGS ARE TO HAVE WEDGE STYLE RETAINER GLANDS.
2.PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BE
WRAPPED WITH 4mil. POLYETHYLENE.
3.THE ABOVE OWNERSHIP LINE REFERENCES HYDRANTS ON
CWD TRANSMISSION MAINS. REFER TO SPECIFICATIONS FOR
MORE INFORMATION.
6'
15" - 21"2" - 6"
Hydrant Assembly
N.T.S.Source: CWD A-16
6/19 Oil/Water Separator
N.T.S.Source: VHB LD_101
1/16
INVERT
NOTES
1.ALL SECTIONS SHALL BE DESIGNED FOR
HS-20 LOADING.
2.PROVIDE OPENINGS FOR PIPES WITH 2"
MAX. CLEARANCE TO OUTSIDE OF PIPE. ALL
PIPE SHALL BE CAST IN PLACE NITRILE
RUBBER BOOT CONNECTIONS.
3.JOINT SEALANT BETWEEN PRECAST
SECTIONS SHALL BE PREFORMED BUTYL
RUBBER.
4.MANHOLE FRAME AND COVER SHALL BE
SET IN FULL MORTAR BED. ADJUST TO
GRADE WITH PRECAST RISER RINGS, 12"
MAX.
DIA.
VARIES
12"
(TYP.)
MONOLITHIC
BASE SECTION
RISER
SECTION(S)
AS REQD.
CONCENTRIC
CONE SECTION
SEE ALTERNATE
TOP SLAB
4' (MIN.)
48" DIA. (MIN.)
ALTERNATE TOP SLAB
48" DIA. (MIN.)
24" SQUARE
OPENING (TYP.)
8"
MIN.12"
12"
8"24"8"
24"
(MIN.)
Asphalt Multi-Use Path
N.T.S.Source: VHB LD_
6/18
12"8'
REV
12"
Light Pole Foundation Detail (Up to 25' Pole)
N.T.S.Source: VHB LD_310
1/16
BOLT LAYOUT
& MOUNTING
PROCEDURE AS
PER MFG. SPECS
#5 REBAR
#3 REBAR
CONDUIT AND GROUND ROD
CONNECT TO INSIDE METAL POLE
SEE ELECTRICAL PLAN FOR SIZE
5000 PSI TYPE II
CONCRETE CEMENT
2" TYP. COVER
FINISH GRADE (MATERIALS VARY)
4-#5 VERTICAL-EQ. SPACED
#3 HORIZONTAL TIES @ 12" C.C.
1" CHAMFER
LIGHT POLE & ANCHORING
SYSTEM BY MFG.
2'-0" (MIN.)
6'
-
0
"
2'
-
6
"
W
I
T
H
I
N
V
E
H
I
C
L
E
A
R
E
A
S
0'-
6
"
I
N
L
A
N
D
S
C
A
P
E
A
R
E
A
S
PROVIDE BASE COVER
AS FURNISHED BY
POLE MFG.
COMPACTED OR
UNDISTURBED
SUBGRADE
SECTION PLAN
24
"
(
M
I
N
.
)
Light Pole Foundation Detail (Up to 15' Pole)
N.T.S.Source: VHB LD_310A
1/16
BOLT LAYOUT
& MOUNTING
PROCEDURE AS
PER MFG. SPECS
#5 REBAR
#3 REBAR
CONDUIT AND GROUND ROD
CONNECT TO INSIDE METAL POLE
SEE ELECTRICAL PLAN FOR SIZE
5,000 PSI CONCRETE,
TYPE II CEMENT
2'-0" (MIN.)
COMPACTED OR
UNDISTURBED
SUBGRADE
SECTION PLAN
2" TYP. COVER
FINISH GRADE (MATERIALS VARY)
4-#5 VERTICAL-EQ. SPACED
#3 HORIZONTAL TIES @ 12" C.C.
1" CHAMFER
LIGHT POLE & ANCHORING
SYSTEM BY MFG.
2" COVER
ON REBAR
4'
-
0
"
2'
-
6
"
W
I
T
H
I
N
V
E
H
I
C
L
E
A
R
E
A
S
0'-
6
"
I
N
L
A
N
D
S
C
A
P
E
A
R
E
A
S
24
"
(M
I
N
.
)
PROVIDE BASE COVER
AS FURNISHED
BY POLE MFG.
STREET CROSS SECTION NOTES:
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY PUBLIC WORKS SPECIFICATIONS, THE VERMONT
STATE STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE APPROVED ENGINEERING PLANS AND
SPECIFICATIONS.
2.EMULSION WILL BE PLACED ON THE FACE OF THE CURB WHERE IT WILL BE IN CONTACT WITH THE PAVEMENT.
3.EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISH COURSE IS
NOT PLACED IMMEDIATELY AFTER THE BASE COURSE PLACEMENT.
℄
1
1
WIDTH VARIES
(5' MIN)
WIDTH VARIES
TURNING LANE / ON-STREET PARKING 11' TRAVEL LANE 11' TRAVEL LANE
15
"
R.O.W. WIDTH VARIES
1' SHOULDER WHERE
SHOWN ON PLANS
COMPACTED BEDDING
HAND TAMPED HAUNCHING
WARNING TAPE
DEPTH AND SURFACE
TREATMENT VARIES
UNDISTURBED SUBGRADE
SAWCUT
COMPACTED GRANULAR FILL
COMMON FILL/
ORDINARY BORROW, SEE NOTE 1
SAND BLANKET,
VAOT ITEM 703.03A
34" CRUSHED STONE, VAOT ITEM 704.02B IN
WET AREAS. SAND BLANKET VAOT ITEM 703.3A
ELSEWHERE. AS DETERMINED BY THE ENGINEER
WHERE SEWER CROSSES OVER WATER, PLACE
THE CENTER OF BOTH PIPES AT CROSSING PIPE
AND ENCASE THE TWO SEWER PIPE JOINTS
NEAREST THE CROSSING IN CONCRETE OR THE
SEWER PIPE SHALL BE WATER PRESSURE PIPE
MATERIAL, OR EQUAL AND SHALL BE PRESSURE
TESTED TO ENSURE WATER TIGHTNESS
SEWER MAIN
OR LATERAL
WATER MAIN
OR SERVICE
WATER MAIN
OR SERVICE
CENTER A FULL LENGTH/STICK OF SEWER PIPE
WHERE WATER MAIN CROSSING OCCURS.
UNDISTURBED
SOIL
UNDISTURBED
SOIL
COMPACTED BEDDING
HAND TAMPED HAUNCHING
WARNING TAPE
DEPTH AND SURFACE
TREATMENT VARIES
UNDISTURBED
SUBGRADE
SAWCUT
COMPACTED GRANULAR FILL
COMMON FILL/
ORDINARY BORROW
SAND BLANKET,
VAOT ITEM 703.03A
34" CRUSHED STONE,
VAOT ITEM 704.02B
COMPACTED SUBGRADE
3/4" CRUSHED STONE, VAOT 704.02B
FORMED CONCRETE SHELF AND
INVERT. SHELF SLOPED TOWARDS
INVERT AT SLOPE OF 1"/FOOT
OUTLET
FLEXIBLE WATERTIGHT NITRILE
GASKET OR SLEEVE
SEE NOTE 4.
SEE
NOTE 3.
STEPS, SEE
NOTE2.
SEE
NOTE 5.
FINISH
GRADE
ANCHOR TEE OR TEE
W/ FOSTER ADAPTER
THRUST BLOCK
3/4" CRUSHED STONE
MINIMUM 12" THICK
6" DI PIPE
W/ MEGA-LUG GLANDS
THRUST BLOCK
UNDISTURBED EARTH
PAVING RISER IN
ROADWAYS
ADJUSTABLE IRON VAVLE BOX
W/ COVER MARKED "WATER"
PRECAST CONCRETE BLOCK
W/ 8 SF BEARING SURFACE
IS ACCEPTABLE
PLUG HYDRANT DRAIN
6" M.J. RESILIENT WEDGE
GATE VALVE
6" DI CL52
GRADE
BREAKAWAY FLANGE
FIRE HYDRANT
(PER SPECS.)
HYDRANT FLAG
4' GALVANIZED SPRING FLAG
W/ REFLECTIVE BANDS
CI
T
Y
O
W
N
E
D
MU
N
I
C
I
P
A
L
I
T
Y
O
W
N
E
D
COMPACTED
GRAVEL
COMPACTED
SUBGRADE
SEE NOTE
OUTLET
SEE NOTE 3.
OIL/DEBRIS
TRAP
SEE NOTE 4.
FINISH GRADE
COMPACTED SUBGRADE
3" BITUMINOUS ASPHALT PAVEMENT
1.5" TYPE III
1.5" TYPE II
18" COMPACTED GRAVEL
VTRANS 704.05A FINE
ROADWAY GEOTEXTILE
MIRAFI 500X OR APPROVED EQUAL
2" BITUMINOUS CONCRETE
PAVEMENT - TYPE III
3" BITUMINOUS CONCRETE
PAVEMENT - TYPE II
6" THICK
CONCRETE
SIDEWALK
MINIMUM 24"
GEOTEXTILE OVERLAP
CONCRETE CURB
(TYP. SEE DETAIL)
STA: 100+00 - 101+40 S=1/3"/FT
STA: 101+40 - 102+55 S=1/4"/FT
MULTI-USE
PATH
6" TOPSOIL
AND SEED
S=2%
GEOTEXTILE FOR ROADBED
SEPARATOR (MIRAFI 500X)24" VAOT
704.05A COARSE
6" VAOT
704.05B FINE
6" VAOT
704.05B FINE
WIDTH VARIES
(6' MIN)
1' SHOULDER WHERE
SHOWN ON PLANS
COMPACTED SUBGRADE
REFER TO LA PLANS FOR PLANTING
SOIL REQUIREMENTS IN ROW
1.25%
12"
MIN
WARNING TAPE
12"
MIN
COMPACTED BEDDING
COMPACTED GRANULAR FILL
DEPTH AND SURFACE
TREATMENT VARIES
STA: 100+00 - 101+40 S=1/3"/FT
STA: 101+40 - 102+55 S=1/4"/FT
Utility Trench
N.T.S.Source: VHB LD_300
11/19
1
1
NOTES
1.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.
2.COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL,
CRUSHED STONE, SAND, OR OTHER MATERIAL AS APPROVED BY
ENGINEER.
36" DEPTH
COMPACTED BEDDING
HAND TAMPED HAUNCHING
WARNING TAPE
MIN. 4" TOPSOIL
COMPACTED
SUBGRADE
12"
(MIN.)
6" (MIN.)
12"
COMPACTED
BEDDING
SAWCUT
COMPACTED GRANULAR FILL
COMMON FILL/
ORDINARY BORROW
PAVED AREA
SEE APPLICABLE
PAVEMENT SECTION LANDSCAPED AREA
REV
4"
SPACING
4" SCH. 40 PVC
CONDUIT (TYP.)
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 Local Approval July 29, 2021
35
57913.01
Site Details 4
C7.04
14
SMW PBS
Revised Telecom, Storm Drain & Water Main 03/10/2023 DJH2
Revised Road Cross Slope 04/20/2023 DJH3
Added Utility Trench 08/08/2023 DJH4
General
1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.
2.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
3.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
Erosion Control
1.CONTRACTOR ACTIVITIES SHALL ADHERE TO THIS SITE PLAN SET, THE CONDITIONS OF THE
CONSTRUCTION GENERAL PERMIT ISSUED FOR THIS PROJECT (DEC PERMIT #8311-9020.1), THE
VERMONT EROSION PREVENTION AND SEDIMENT CONTROL FIELD GUIDE (2006), AND THE LOW RISK
SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL.
2.THE TOTAL AUTHORIZED EARTH DISTURBANCE IS 4.18 ACRES.
3.NO MORE THAN 2 ACRES OF LAND MAY BE DISTURBED AT ANY ONE TIME.
4.EPSC MEASURES SHALL BE INSTALLED PRIOR TO EARTH DISTURBING ACTIVITIES WITH THE EXCEPTION
OF LAND DISTURBANCE THAT MAY RESULT FROM ACCESSING THE AREA(S) WITH EQUIPMENT IN ORDER
TO INSTALL THOSE EPSC MEASURES. TEMPORARY EPSC MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE INSTALLED AS A FIRST STEP IN LAND DISTURBING ACTIVITIES AND SHALL BE MADE
FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE, WITH THE EXCEPTION OF THOSE
LAND DISTURBING ACTIVITIES THAT ARE NECESSARY TO INSTALL MEASURES.
5.PROPOSED CHANGES TO THE EPSC PLAN SHALL BE APPROVED BY THE PERMITTEE OR HIS/HER DESIGNEE
PRIOR TO IMPLEMENTATION.
6.PERMISSION MUST BE GRANTED BY VT DEC PRIOR TO USE OF ANY SUPPORT ACTIVITIES OCCURRING
OUTSIDE OF THE APPROVED PROJECT BOUNDARIES. THIS INCLUDES USE OF OFF-SITE WASTE AND
BORROW AREAS.
7.ALL PARTIES ASSOCIATED WITH CONSTRUCTION ACTIVITIES WHO MEET EITHER OF THE FOLLOWING
TWO CRITERIA OF "PRINCIPAL OPERATOR"' MUST OBTAIN COVERAGE UNDER THE CONSTRUCTION
STORMWATER DISCHARGE PERMIT FOR THE PROJECT PRIOR TO COMMENCEMENT OF CONSTRUCTION
ACTIVITIES BY THAT OPERATOR:
a.THE PARTY HAS OPERATIONAL CONTROL OVER CONSTRUCTION PLANS AND SPECIFICATIONS,
INCLUDING BUT NOT LIMITED TO THE ABILITY TO MAKE MODIFICATIONS TO THOSE PLANS AND
SPECIFICATIONS; OR
b.THE PARTY HAS CONTINUOUS DAY-TO-DAY OPERATIONAL CONTROL OF THOSE ACTIVITIES AT THE
PROJECT THAT ARE NECESSARY TO ENSURE COMPLIANCE WITH AN EPSC PLAN FOR THE SITE OR
OTHER PERMIT CONDITIONS (E.G., THEY ARE AUTHORIZED TO DIRECT WORKERS AT A SITE TO CARRY
OUT ACTIVITIES REQUIRED BY THE EPSC PLAN OR COMPLY WITH OTHER PERMIT CONDITIONS).
Construction EPSC Notes:
1.EXISTING VEGETATION SHALL BE PROTECTED AND MAINTAINED TO THE EXTENT PRACTICABLE.
2.A VEGETATED BUFFER SHALL BE MAINTAINED FOR WATER RESOURCES (E.G., WETLANDS AND STREAMS)
TO THE EXTENT PRACTICABLE.
3.TO THE EXTENT PRACTICABLE, SURFACE FLOW SHALL BE DIVERTED AWAY FROM EXPOSED SOILS
AND WATER RESOURCES. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING
CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO
REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
4.RESOURCE AREAS (E.G. STREAMS) WITHIN THE PROJECT AREA SHALL BE FLAGGED PRIOR TO ANY
CONSTRUCTION RELATED ACTIVITIES OCCURRING WITHIN CLOSE PROXIMITY TO THOSE AREAS.
5.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH A SEDIMENT
TRAPPING DEVICE AND DISCHARGED IN A MANNER THAT DOES NOT RESULT IN IMPACTS TO WATER
QUALITY OR CONTRIBUTE TO EROSION. SEE DETAILS FOR MORE INFORMATION.
6.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO THE OTHER APPLICABLE CRITERIA:
a.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
b.EXCAVATED MATERIAL SHALL BE PLACED IN UPLAND AREAS ON THE UPHILL SIDE OF THE TRENCHES,
WHERE FEASIBLE.
7.SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES SHALL BE DISPOSED OF IN AN UPLAND
AREA WITH STABILIZATION FOLLOWING DISPOSAL OF MATERIAL.
8.IN ADVANCE OF FORECASTED RAINFALL OR SNOWMELT, EPSC MEASURES THAT ARE LOCATED IN AREAS
OF ACTIVE EARTH DISTURBANCE SHALL BE INSPECTED AND REPAIRED, AS NEEDED.
9.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. DUST CONTROL
SHALL BE HANDLED VIA WATER OR CALCIUM CHLORIDE APPLICATION TO ROADWAYS AND OTHER
AREAS WHERE DUST MAY BE GENERATED.
10.STABILIZED CONSTRUCTION ENTRANCES SHALL BE REGULARLY MAINTAINED TO CONTROL EQUIPMENT
AND VEHICLES FROM TRACKING MATERIAL OFF SITE.
11.PERIMETER CONTROLS (E.G., SILT FENCE) SHALL BE INSTALLED ON THE DOWNSLOPE SIDE OF AREAS
WHERE THERE IS POTENTIAL FOR SOIL EROSION AND/OR SEDIMENT RUNOFF. IN SOME AREAS WHERE
THE GROUND SURFACE IS LEVEL AND THERE ARE NO PATHWAYS (E.G., DITCHES OR RUTS) THAT COULD
TRANSPORT RUNOFF FROM THE PROJECT AREA, INSTALLATION OF PERIMETER CONTROLS MAY NOT BE
NECESSARY PER APPROVAL BY THE ON-SITE PLAN COORDINATOR (OSPC).
12.STUMPING AND GRUBBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECTS
CONSTRUCTION STORMWATER DISCHARGE PERMIT AND EPSC PLAN.
13.CONSTRUCTION DEMARCATION AND PERIMETER CONTROLS SHALL COMPLY WITH THE FOLLOWING:
CONSTRUCTION DEMARCATION:
a.CONSTRUCTION DEMARCATION TO BE INSTALLED ALONG PERIMETER OF LIMITS OF DISTURBANCE
PER THE EPSC PLANS
b.WITHIN 50 FEET OF RESOURCE AREA, DEMARCATION MUST INCLUDE:
·2 TO 3 ROWS OF STAKED (OR STAPLED) 3-INCH (MIN.) ORANGE BARRIER MESH TAPE OR,
·ORANGE CONSTRUCTION FENCE, OR
·ORANGE SNOW FENCE
c.WHEN GREATER THAN 50 FEET FROM A WATER RESOURCE AREA, DEMARCATION MAY INCLUDE:
·ONE ROW OF STAKED (OR STAPLED)3-INCH (MIN.) ORANGE BARRIER MESH TAPE OR,
·ORANGE CONSTRUCTION FENCE, OR
·ORANGE SNOW FENCE
PERIMETER CONTROLS:
a.PERIMETER CONTROLS ARE TO BE INSTALLED ON THE DOWNSLOPE SIDE OF AREAS OF DISTURBANCE
WHERE THERE IS POTENTIAL FOR SEDIMENT RUNOFF AND/OR SOIL EROSION.
b.PERIMETER CONTROLS ARE NOT TO CROSS ACTIVE ACCESS ROUTES OR PERENNIAL FLOW PATHS
(E.G. A STREAM).
c.PARTICULAR CARE IS TO BE TAKEN WHEN INSTALLING PERIMETER CONTROLS IN A WETLAND.
d.WITHIN 50 FEET OF A WATER RESOURCE AREA, PERIMETER CONTROLS MUST INCLUDE:
·REINFORCED SILT FENCE - TO BE REINFORCED WITH WIRE MESH, STAKED HAYBALES, OR STAKED
FIBER ROLLS.
e.WHEN GREATER THAN 50 FEET FROM A WATER RESOURCE AREA, PERIMETER CONTROLS MAY
INCLUDE:
·SILT FENCE (NON-REINFORCED), OR
·STAKED FIBER ROLLS,
15.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
16.PROJECT DEMARCATION OF AN AREA SHALL BE INSTALLED PRIOR TO EARTH DISTURBING ACTIVITIES
WITHIN THAT ARE. AN EXCEPTION IS LAND DISTURBANCE THAT MAY BE NEEDED TO ACCESS THE AREA
WITH EQUIPMENT IN OR TO INSTALL THE EPSC MEASURES.
17.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH A SEDIMENT
TRAPPING DEVICE AND DISCHARGED IN A MANNER THAT DOES NOT RESULT IN IMPACTS TO WATER
QUALITY OR CONTRIBUTE TO EROSION.
Pre-construction and Permitting Notes:
1.THE NAME AND DAYTIME PHONE NUMBER OF THE OSPC SHALL BE PROVIDED IN WRITING TO VT DEC
PRIOR TO THE START OF CONSTRUCTION.
2.THE NOTICE OF AUTHORIZATION (NOA) ISSUED BY VT DEC SHALL BE POSTED IN A LOCATION THAT IS
VISIBLE TO THE PUBLIC (E.G., NEAR THE CONSTRUCTION ENTRANCE).
3.A COPY OF THE EPSC PLAN SHALL BE MAINTAINED ON-SITE DURING NORMAL WORKING HOURS FROM
THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE OF FINAL STABILIZATION.
THE EPSC PLAN SHALL BE MADE AVAILABLE TO VT DEC UPON REQUEST.
Winter Construction Notes:
1.WINTER CONSTRUCTION SEASON IS DEFINED BY VT DEC AS OCTOBER 15 TO APRIL 15.
2.THE FOLLOWING WINTER CONSTRUCTION CONDITIONS APPLY TO THOSE CONSTRUCTION ACTIVITIES
INVOLVING EARTH DISTURBANCE BETWEEN OCTOBER 15 AND APRIL 15:
a.FOR AREAS STABILIZED BY VEGETATION, SEED SHALL BE APPLIED NO LATER THAN SEPTEMBER 15.
b.MULCH SHALL BE APPLIED AT DOUBLE THE REGULAR CONSTRUCTION SEASON RATE OR ROUGHLY 2
INCHES OF MULCH WITH 80 TO 90% COVER (SEE MULCH DETAIL). MULCH SHALL BE TRACKED IN OR
STABILIZED WITH NETTING.
c.ENLARGE ACCESS POINTS AS PERMITTABLE TO PROVIDE SPACE FOR SNOW STOCKPILING..
d.LIMITS OF DISTURBANCE SHALL BE MOVED OR REPLACED TO REFLECT BOUNDARY OF WINTER
WORK, AS NEEDED.
e.CLEARED SNOW SHALL BE PLACED DOWN GRADIENT OF ALL AREAS OF DISTURBANCE WHERE
FEASIBLE.
f.SNOW SHALL NOT BE PLACED IN STORMWATER TREATMENT STRUCTURES. (E.G. BASINS)
g.TO THE EXTENT PRACTICABLE, A MINIMUM 25-FOOT BUFFER FROM PERIMETER CONTROLS (E.G., SILT
FENCE) SHALL BE MAINTAINED TO ALLOW FOR SNOW CLEARING AND MAINTENANCE.
h.FOR AREAS OF DISTURBANCE WITHIN 100 FEET OF A RECEIVING WATER, SILT FENCE SHALL BE
REINFORCED OR ELSE REPLACED WITH PERIMETER DIKES, SWALES, OR OTHER PRACTICES RESISTANT
TO THE FORCES OF SNOW LOADS.
i.DRAINAGE STRUCTURES ARE TO BE KEPT OPEN AND FREE OF SNOW AND ICE DAMS AS DETERMINED
BY THE ON SITE PROJECT COORDINATOR.
j.EPSC MEASURES THAT REQUIRE SOIL DISTURBANCE TO INSTALL (E.G., SILT FENCE) SHALL BE
INSTALLED PRIOR TO GROUND FREEZING.
k.SNOW AND ICE SHALL BE REMOVED TO LESS THAN 1 INCH THICKNESS PRIOR TO STABILIZATION.
l.A 10 TO 20-FOOT WIDE STONE PAD SHALL BE USED IN AREAS WHERE CONSTRUCTION VEHICLE
TRAFFIC IS ANTICIPATED (E.G., AROUND THE PERIMETER OF A BUILDING, WHERE APPLICABLE.
m.TO ENSURE COVER OF DISTURBED SOIL IN ADVANCE OF A SNOWMELT EVENT, AREAS OF DISTURBED
SOIL SHALL BE STABILIZED AT THE END OF EACH WORKDAY, UNLESS
I.WORK IS TO CONTINUE WITHIN THE AREA WITHIN THE NEXT 24 HOURS AND THERE IS NO
PRECIPITATION FORECAST OF THE NEXT 24 HOURS OR
II.WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION (I.E., NO OUTLET) WITH A DEPTH OF 2
FEET OR GREATER (E.G., UTILITY TRENCHES).
Temporary and Final Stabilization Notes:
1.DURING REGULAR CONSTRUCTION SEASON, ALL AREAS OF EARTH DISTURBANCE MUST BE STABILIZED
WITHIN 14 DAYS OF INITIAL DISTURBANCE. AFTER THIS INITIAL 14-DAY PERIOD, ALL EARTH
DISTURBANCE AREAS MUST BE STABILIZED ON A DAILY BASIS, WITH THE FOLLOWING EXCEPTIONS:
a.STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE WITHIN THE AREA WITHIN THE NEXT 24
HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS.
b.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION
(I.E., NO OUTLET FOR STORMWATER) WITH A DEPTH OF 2 FEET OR GREATER (E.G., UNDERGROUND
UTILITY INSTALLATION).
2.DURING "WINTER CONSTRUCTION," (OCTOBER 15 TO APRIL 15) DISTURBED SOIL MUST BE STABILIZED
AT THE END OF EACH DAY, WITH THE FOLLOWING EXCEPTIONS:
a.IF NO PRECIPITATION WITHIN 24 HOURS IS FORECAST AND WORK WILL RESUME IN THE SAME
DISTURBED AREA WITHIN 24 HOURS, DAILY STABILIZATION IS NOT NECESSARY.
b.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION
(I.E., NO OUTLET FOR STORMWATER) WITH A DEPTH OF 2 FEET OR GREATER (E.G., UNDERGROUND
UTILITY INSTALLATION).
3.DISTURBANCE ACTIVITIES MUST BE COORDINATED TO ENSURE THAT THE ALLOWABLE CONCURRENT
EARTH DISTURBANCE IS NOT EXCEEDED. THE MAXIMUM AREA OF EARTH DISTURBANCE THAT IS
ALLOWED AT ANY ONE TIME IS 5.0 ACRES.
4.WORK IS TO PROCEED INCREMENTALLY, WITH STABILIZATION OCCURRING IMMEDIATELY FOLLOWING
COMPLETION OF AN INDIVIDUAL AREA (E.G. ONE BUILDING PAD OR PARKING AREA)
TEMPORARY SOIL STABILIZATION SHALL BE ACHIEVED BY MULCH, SEED AND MULCH, HYDROSEEDING
WITH MULCH TACKIFIER, SOD, STONE, AND/OR ROLLED EROSION CONTROL PRODUCTS (E.G., EROSION
CONTROL BLANKET). MULCH SHALL BE COMPRISED OF STRAW, HAY, COMPOST, WOOD CHIPS, WOOD
STUMP GRINDINGS, AND/OR EROSION CONTROL MIX.
5.PERMANENT STABILIZATION SHALL BE ACHIEVED BY 70% VEGETATION COVER, STONE, ASPHALT,
BEDROCK, OR OTHER PERMANENT MATERIAL THAT PROVIDES COMPLETE COVER OF EXPOSED SOILS.
6.AREAS THAT HAVE REACHED TEMPORARY OR FINAL STABILIZATION SHALL NOT BE CONSIDERED PART
OF TOTAL AREA OF EARTH DISTURBANCE.
7.APPROPRIATE SEED MIX SHALL BE APPLIED TO DESIGNATED AREAS PER THE SEED DETAIL
SPECIFICATIONS. FOR AN AREA TO BE STABILIZED FOR WINTER BY VEGETATED COVER, SEEDING MUST
BE COMPLETED BY SEPTEMBER 15.
8.AREAS TO BE STABILIZED FOR WINTER THAT DO NOT HAVE ESTABLISHED VEGETATION BY OCTOBER 15
SHALL BE STABILIZED BY ANCHORED MULCH AT THE WINTER APPLICATION RATE, OR OTHER APPROVED
STABILIZATION MEASURES (E.G., ROLLED EROSION CONTROL PRODUCT). DORMANT SEEDING WITH
WINTER RYE IS RECOMMENDED.
9.ALL FINAL GRADE SLOPES STEEPER THAN 3H:1V SHALL BE STABILIZED WITH EROSION CONTROL
MATTING, UNLESS SHOWN OTHERWISE ON THE SITE STABILIZATION PLAN.
10.ALL TEMPORARY EPSC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY EPSC MEASURES ARE NO LONGER NEEDED.
OSPC Inspection Requirements:
1.EPSC INSPECTION, MONITORING, AND REPORTING ARE REQUIRED PER THE CONDITIONS OF GENERAL
PERMIT 3-9020 STIPULATIONS FOR MODERATE RISK SITES. THE CONTRACTOR IS RESPONSIBLE FOR
INSPECTING AND MAINTAINING EROSION PREVENTION AND SEDIMENT CONTROLS THAT MINIMIZE OR
ELIMINATE POLLUTANTS IN STORMWATER DISCHARGE.
2.INSPECTIONS BY THE ON-SITE PLAN COORDINATOR (OSPC) SHALL BE CONDUCTED AT LEAST ONCE
EVERY SEVEN (7) CALENDAR DAYS, WITH ADDITIONAL INSPECTION FREQUENCY REQUIRED FOR RAIN
EVENTS, WINTER CONSTRUCTION, AND VISIBLE DISCHARGES PER THE CONDITIONS OF PART 6 OF
GENERAL PERMIT 3-9020. A WRITTEN REPORT SHALL BE COMPLETED FOR EACH INSPECTION AND
SIGNED BY THE OSPC. ALL REPORTS ARE TO BE MAINTAINED ON SITE AND MADE AVAILABLE TO STATE
DEC REPRESENTATIVES UPON REQUEST. SEE SECTION 6.2 (G) OF GENERAL PERMIT 3-9020 FOR
INSPECTION REPORT REQUIREMENTS.
3.IF VISIBLY DISCOLORED STORMWATER RUNS OFF THE CONSTRUCTION SITE OR RUNS OFF THE
CONSTRUCTION SITE AND DISCHARGES TO RECEIVING WATERS, THE CONTRACTOR SHALL TAKE
IMMEDIATE CORRECTIVE ACTION TO CORRECT THE DISCHARGE, INCLUDING MAINTAINING EXISTING
EPSC MEASURES, AND INSTALLING SUPPLEMENTAL EPSC MEASURES.
4.SEE PARTS 6, 6.2, AND 6.3 OF GENERAL PERMIT 3-9020 AT
HTTP://WWW.VTWATERQUALITY.ORG/STORMWATER/DOCS/
CONSTRUCTION/SW_CGP_AMENDED_FINAL.PDF
FOR MORE INFORMATION.
On-Site Plan Coordinator (OPSC) Notes:
1.THE OSPC DESIGNATED TO THE PROJECT (AND HIS/HER DESIGNEE) SHALL:
a.REVIEW VT DEC'S "ON-SITE PLAN COORDINATOR MANUAL",
b.BE ON-SITE ON A DAILY BASIS (OR HAVE A DESIGNEE THAT IS ON SITE WHEN HE/SHE CANNOT BE),
c.BE DIRECTLY RESPONSIBLE FOR ON-SITE IMPLEMENTATION OF THE EPSC PLAN,
d.BE KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICES OF EPSC,
e.POSSESS THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITE THAT COULD IMPACT
STORMWATER QUALITY,
f.POSSESS THE SKILLS TO ASSESS THE EFFECTIVENESS OF EPSC MEASURES SELECTED TO CONTROL THE
QUALITY OF STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY,
g.POSSESS THE SKILLS AND EQUIPMENT TO CONDUCT TURBIDITY MONITORING PURSUANT TO THE
CONSTRUCTION STORMWATER DISCHARGE PERMIT, AND
h.HAVE THE AUTHORITY TO STOP AND/OR MODIFY CONSTRUCTION ACTIVITIES AS NECESSARY TO
COMPLY WITH THE EPSC PLAN AND THE CONSTRUCTION STORMWATER DISCHARGE PERMIT.
2.ALL PROPOSED CHANGES TO THE EPSC PLAN MUST BE APPROVED BY THE OSPC OR HIS/HER DESIGNEE,
AND THE OWENER'S DESIGNATED REPRESENTATIVE, PRIOR TO IMPLEMENTATION. THE PLAN DESIGNER
OR A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (CPESC) PRIOR TO
IMPLEMENTATION, AND BE CONSIDERED MINOR AMENDMENTS AS DEFINED IN THE OSPC HANDBOOK.
ALL MINOR AMENDMENTS ARE TO BE RECORDED USING THE MINOR AMENDMENT RECORD FORM AND
MARKED ON THE MASTER OSPC PLAN SET. ALL MODIFICATIONS THAT FALL OUTSIDE OF THE MINOR
AMENDMENT DEFINITION MUST BE APPROVED BY VT-DEC.
3.DURING THE REGULAR CONSTRUCTION SEASON (APRIL 15 TO OCT 15), THE OSPC OR HIS/HER DESIGNEE
SHALL CONDUCT INSPECTIONS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HRS
FOLLOWING A STORM EVENT RESULTING IN DISCHARGE OF STORMWATER FROM THE CONSTRUCTION
SITE.
4.DURING THE WINTER CONSTRUCTION SEASON (OCT 15 TO APRIL 15), THE OSPC OR HIS/HER DESIGNEE
SHALL CONDUCT INSPECTIONS ON A DAILY BASIS DURING ACTIVE EARTHWORK.
5.THE OSPC AND HIS/HER DESIGNEE(S) SHALL FOLLOW TURBIDITY MONITORING PROTOCOLS OUTLINED
IN VT DEC'S “MONITORING OF TURBIDITY IN STORMWATER RUNOFF FROM CONSTRUCTION ACTIVITIES”
MANUAL.
6.INSPECTIONS CONDUCTED BY THE OSPC OR HIS/HER DESIGNEE SHALL COVER ALL AREAS OF THE SITE
THAT ARE BEING ACTIVELY DISTURBED BY CONSTRUCTION OR CONSTRUCTION-RELATED ACTIVITIES,
INCLUDING AREAS THAT HAVE BEEN TEMPORARILY STABILIZED.
7.OSPC INSPECTIONS SHALL BE DOCUMENTED USING THE VT DEC INSPECTION REPORT FORM OR A VT
DEC-ACCEPTED INSPECTION REPORT FORM.
8.OSPC INSPECTION REPORTS SHALL BE MAINTAINED ON-SITE FOR THE DURATION OF THE PROJECT AND
MADE AVAILABLE TO VT DEC UPON REQUEST.
EPSC Narrative:
PROJECT DESCRIPTION
THE EPSC PLAN HAS BEEN PREPARED USING GENERAL PERMIT 3-9020, PART 4.1(C) AND APPENDIX B
OF THE GENERAL PERMIT 3-9020, AS GUIDANCE IN PREPARING THE NARRATIVE. THE FOLLOWING
SECTIONS (1) THROUGH (13) ADDRESS REQUIRED EPSC PLAN NARRATIVE ELEMENTS IN THE ORDER
THAT THEY ARE PRESENTED IN APPENDIX B OF GENERAL PERMIT 3-9020.
1.PROJECT TYPE AND DESCRIPTION
THE PROPOSED PROJECT WILL INVOLVE ADAPTIVELY REUSING AND RENOVATING THE EXISTING
STRUCTURE INCLUDING THE REMOVAL OF TWO APPENDAGES AT THE REAR OF THE BUILDING AND
CONSTRUCTING A NEW LOADING DOCK WITH EXTERIOR TRUCK WELL. THE PARKING LOT AREA WILL
BE REHABILITATED INCLUDING THE REDUCTION OF LOT COVERAGE, ADDITION OF SHADE TREES, AND
ADDING STORMWATER MANAGEMENT SYSTEM FOR TREATMENT AND CONTROL OF RUNOFF LEAVING
THE SITE.
2.MAJOR PROJECT COMPONENTS
MAJOR PROJECT COMPONENTS INCLUDE: GRADING; ROAD AND PARKING REDEVELOPMENT; UTILITY
AND STORMWATER MANAGEMENT SYSTEM INSTALLATION; BUILDING CONSTRUCTION; AND FINAL
GRADING, STABILIZATION, AND CLEANUP. PROPOSED EARTH DISTURBANCE THAT RESULTS FROM
CONSTRUCTION ACTIVITIES SHALL BE KEPT TO A MINIMUM, WITH EPSC MEASURES SHALL BE
INSTALLED PER THE EPSC PLAN PRIOR TO UPSLOPE DISTURBANCE.
3.TOTAL EARTH DISTURBANCE
THE TOTAL ALLOWABLE AREA OF DISTURBANCE ASSOCIATED WITH THE PROJECT IS 7.2 ACRES.
CONSTRUCTION AND STABILIZATION SHALL BE CONDUCTED PURSUANT TO THE EPSC PLAN.
OVERSIGHT OF CONSTRUCTION AND ON-SITE PLAN COORDINATOR (OSPC) AS DESCRIBED UNDER
OSPC INSPECTION REQUIREMENTS. IN THE EVENT OF VISIBLY DISCOLORED DISCHARGE FROM THE
SITE, THE OSPC SHALL FOLLOW PROTOCOLS PROVIDED BY VT DEC FOR EPSC MEASURE
IMPLEMENTATION, AND REPORTING, AS REQUIRED PER THE PERMIT.
4.SEQUENCE OF MAJOR PROJECT COMPONENTS
THE OVERALL SEQUENCE OF CONSTRUCTION WILL GENERALLY OCCUR AS FOLLOWS PER THE
PERMITTED EPSC PLAN:
a.INSTALLATION OF PROJECT DEMARCATION FLAGGING
b.INSTALLATION OF CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS
c.INSTALLATION OF EPSC MEASURES IN WORK AREA(S) TO BE DISTURBED
d.INSTALLATION OF UTILITIES
e.SITE GRADING AND CONSTRUCTION OF ROADWAY AND PARKING AREAS SUB BASE MATERIALS
f.INSTALLATION OF SIDEWALKS, CURBS, LIGHTING, AND LANDSCAPE COMPONENTS
g.FINAL GRADING AND PLACEMENT OF ASPHALT BASE COURSE, INSTALLATION OF SIDEWALKS, CURBS,
LIGHTING, AND LANDSCAPE COMPONENTS
h.EARTHWORK ASSOCIATED WITH THE BUILDING RENNOVATION
i.FINAL GRADING, STABILIZATION, AND SITE CLEANUP
5.MAXIMUM CONCURRENT EARTH DISTURBANCE
THE TOTAL MAXIMUM ALLOWABLE CONCURRENT EARTH DISTURBANCE IS 5 ACRES, WHILE
IMPLEMENTING THE PERMITTED EPSC PLAN TO MINIMIZE POTENTIAL FOR EROSION AND SEDIMENT
TRANSPORT ASSOCIATED WITH OPEN AREAS.
6.VEGETATED BUFFERS
VEGETATIVE BUFFERS ARE NOT PROPOSED TO BE UTILIZED TO SUPPLEMENT STRUCTURAL EPSC
MEASURES.
7.DURATION OF EXPOSED SOILS
THE TOTAL DURATION OF EXPOSED SOIL WILL BE 14 DAYS FROM INITIAL DISTURBANCE, WHILE
IMPLEMENTING THE PERMITTED EPSC PLAN TO TEMPORARILY OR PERMANENTLY STABILIZE AREAS AS
SOON AS PRACTICABLE.
8.RECEIVING WATERS
THE PROJECT IS LOCATED WITHIN THE POTASH BROOK WATERSHED.
9.DRAINAGE AREAS AND SOIL TYPES
RUNOFF FROM THE PROJECT LEAVES THE SITE AT TWO POINTS, ONE TO THE WEST OF THE BUILDINGS
WHICH FLOWS WEST VIA CLOSED PIPE NETWORK TO OFFSITE STORMWATER TREATMENT PRACTICES
OR DRAIN OFFSITE TO THE WEST VIA OVERLAND FLOW, AND ONE IN THE FRONT PARKING LOT WHICH
FLOWS DIRECTLY TO POTASH BROOK VIA CLOSED PIPE NETWORK. THE ONLY REPORTABLE AREA
(GREATER THAN .5 ACRE) IS THE FRONT PARKING LOT. THE FRONT PARKING LOT AREA CONSISTS OF
DISTURBING BELGRADE AND ELDRIDGE SOILS (NATIVE) K=0.49 AND EXISTING GRAVEL SUBBASE OR
IMPORTED GRANULAR BORROW WHICH WILL BE USED AS FILL IN AREAS OVER THE EXISTING PARKING
LOT K=0.17.
10.STREAM CROSSINGS
THERE ARE NO PLANNED STREAM CROSSINGS.
11.WETLAND IMPACTS
THERE ARE NO PLANNED WETLAND IMPACTS.
12.OFF-SITE WASTE AND BORROW AREAS
THE PROJECT IS EXPECTED TO NEED TO BE A FILL SITE AND TO IMPORT MATERIAL THAT IS
ANTICIPATED TO BE SUPPLIED FROM EXISTING BORROW PITS AND WILL BE GRANULAR BORROW AND
ENGINEERED FILL.
13.WINTER CONSTRUCTION
EARTH DISTURBING ACTIVITIES ARE ANTICIPATED TO OCCUR DURING THE WINTER CONSTRUCTION
SEASON (OCTOBER 15 TO APRIL 15). SPECIAL WINTER CONSTRUCTION EPSC NOTES HAVE BEEN
INCLUDED IN THIS EPSC PLANSET.
Post-Construction Soil Depth and Quality Requirements
THESE REQUIREMENTS APPLY TO ALL DISTURBED AREAS WITHIN THE LIMITS OF THE SITE WHICH
ARE NOT COVERED BY AN IMPERVIOUS SURFACE, INCORPORATED INTO A STRUCTURAL
STORMWATER TREATMENT PRACTICE, OR ENGINEERED AS STRUCTURAL FILL ONCE
DEVELOPMENT IS COMPLETE AND HAVE FINISHED GRADE SLOPES LESS THAN 3:1. AREAS SUBJECT
TO THIS REQUIREMENT HAVE BEEN DEPICTED APPROXIMATELY, HOWEVER ALL AREAS MEETING
THE CRITERIA ABOVE SHALL MEET THESE REQUIREMENTS. ANY AREAS WHICH ARE INCIDENTALLY
DISTURBED OR COMPACTED DURING CONSTRUCTION SHALL ALSO BE SUBJECT TO THESE
REQUIREMENTS. A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE ESTABLISHED OVER
TURF AREAS.
AS AN ALTERNATIVE TO LEAVING EXISTING TOPSOIL IN PLACE WITHOUT DISTURBING OR
COMPACTING IT, THERE ARE THREE METHODS THAT MAY BE USED TO SATISFY THESE
REQUIREMENTS.
1.AMEND EXISTING TOPSOIL IN PLACE
a.SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO THE DEPTH NEEDED TO ACHIEVE A
TOTAL DEPTH OF 8 INCHES OF UNCOMPACTED SOIL AFTER A CALCULATED AMOUNT OF
AMENDMENT IS ADDED.
b.AMEND THE SOIL TO MEET THE ORGANIC CONTENT REQUIREMENTS. ORGANIC MATERIAL
MAY BE PLACED AT A PRE-APPROVED RATE OF 1 INCH WITH AN ORGANIC MATTER CONTENT
OF 40-65% AND ROTOTILLED INTO 3 INCHES OF TOPSOIL OR AT A CALCULATED RATE
ROTOTILLED INTO A DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL AT
4% ORGANIC CONTENT.
c.IF COMPOST IS USED, IT SHALL HAVE A C:N RATIO BELOW 25:1, AND SHALL MEET THE
CONTAMINANT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULE.
2.REMOVE AND STOCKPILE EXISTING TOPSOIL DURING GRADING
a.TOPSOIL SHOULD BE STOCKPILED ON SITE IN A CONTROLLED AREA AT LEAST 50 FEET FROM
SURFACE WATERS, WETLANDS, FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS.
b.SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF
EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION.
c.STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC
CONTENT REQUIREMENTS IDENTIFIED ABOVE.
d.REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING AND RAKE TO LEVEL, REMOVING ANY
SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER.
e.WATER OR ROLL SOILS IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
3.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH
a.SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE
OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION.
b.PLACE 4 INCHES OF IMPORTED TOPSOIL MIX THAT CONTAINS 4% ORGANIC MATTER. SOILS
USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA.
c.RAKE TO LEVEL, REMOVING ANY SURFACE ROCKS GREATER THAN 2 INCHES IN DIAMETER.
d.WATER OR ROLL SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND EXECUTING A PLAN FOR
VERIFYING THAT THESE AREAS HAVE MET THIS STANDARD. THIS PLAN SHOULD INCLUDE A
MINIMUM OF 9 TEST HOLES PER ACRE OF AREA SUBJECT TO THIS STANDARD. THESE TEST HOLES
SHALL BE EXCAVATED TO 8 INCHES USING ONLY A SHOVEL DRIVEN SOLELY BY THE WEIGHT OF
THE INSPECTOR AND SHALL BE A MINIMUM OF 50 FEET APART.
STORMWATER PERMIT NOTES
THIS PROJECT IS SUBJECT TO THE TERMS AND CONDITIONS OF THE AUTHORIZATION FROM THE STATE OF
VERMONT TO DISCHARGE STORMWATER RUNOFF FROM IMPERVIOUS SURFACES. THE STORMWATER
TREATMENT PRACTICES IDENTIFIED ON THIS PLAN MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH THE CONDITIONS OF THE PERMIT.
STORMWATER TREATMENT PRACTICE INSTALLATION & MAINTENANCE
THE STORMWATER TREATMENT PRACTICES FOR THIS PROJECT INCLUDE THE SIMPLE DISCONNECTION AREAS,
THE DISCONNECTION AREAS ARE VEGETATED AREAS WHERE STORMWATER RUNOFF IS TREATED VIA SHEET
FLOW. THESE AREAS ARE SUBJECT TO THE SOIL DEPTH AND QUALITY STANDARD DESCRIBED ABOVE.
INSTALLATION OF THESE AREAS SHALL INCLUDE THE DEVELOPMENT OF VIGOROUS VEGETATED COVER OVER
THE ENTIRE AREA.
MAINTENANCE OF THE DISCONNECTION AREAS SHOULD INCLUDE PERIODIC MOWING (APPROXIMATELY TWICE
PER YEAR) AND THE REPAIR OF ANY EROSION OR RILLING. THEY SHOULD BE MAINTAINED IN A VEGETATED
STATE AND CARE SHOULD BE TAKEN TO NOT DISTURB OR COMPACT THE SOIL IN THESE AREAS ONCE
INSTALLED.
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 Local Approval July 29, 2021
35
57913.01
EPSC Narrative
and Notes
C8.00
15
SMW PBS
Issued for Construction 10/17/2022 PBS1
Block and Gravel Drop Inlet Protection (Paved Areas)
N.T.S.Source: VHB LD_676-VT
1/16
Dewatering Filter Bag
N.T.S.Source: VHB LD_691
1/16
NOTE: LIMIT ONE DISCHARGE HOSE PER BAG
FILTER BAG
FILTER BAG
NOTES
1.BAG TO BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
2.CONTRACTOR MAY PROPOSE ALTERNATE DEWATERING SYSTEM FOR REVIEW AND
APPROVAL
CROSS-SECTION
PLAN VIEW
4'
(
M
A
X
.
)
10' (MIN.)
GROUND
SURFACE
FILTER FABRIC
PUMP DISCHARGE
HOSE
HOSE CLAMP
NON-WOVEN
TEXTILE
13
'
(
M
I
N
.
)
15' (MIN.)
SET ON
FILTER
FABRIC
HOSE CLAMP
SECURE
DISCHARGE HOSE
PUMP DISCHARGE
HOSE
FLOW
NOTES
1.FILTER SOCK SHALL BE FILTREXX SILTSOXX, OR APPROVED EQUAL.
2.FILTER SOCK SHALL BE ANCHORED WITH GRAVEL BAGS.
3.FILTER SOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM
EVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY
AS NEEDED.
4.IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE
COLLECTED AND DISPOSED OF OFFSITE.
REV
Project Demarcation - Barrier Mesh Tape or Rope
N.T.S.Source: VHB LD_VT
08/16
4'
(
M
I
N
.
)
GRADE STAKE (TYP)
NOTES
1.BARRIER MESH TAPE OR ROPE SHALL BE INSTALLED ALONG THE
PERIMETER OF THE PROJECT AREA TO DEMARCATE THE LIMIT OF
DISTURBANCE. NO EARTHWORK OR STORAGE OF MATERIALS SHALL BE
CONDUCTED BEYOND THIS LIMIT WITHOUT PRIOR APPROVAL FROM THE
OSPC.
2.USE 3" ORANGE BARRIER MESH TAPE OR 1/2" YELLOW POLYPROPYLENE
ROPE.
3.WITHIN 50' OF WATER RESOURCE AREAS, USE 2-3 ROWS OF TAPE OR
ROPE. BEYOND 50' OF WATER RESOURCE AREAS USE 1 ROW OF TAPE OR
ROPE.
4.TAPE OR ROPE MAY BE FASTENED TO STAKES, TREES, OR OTHER
APPROPRIATE FIXED OBJECTS.
5.PROJECT DEMARCATION SHALL NOT CROSS ACTIVE ACCESS ROUTES
(E.G. ROADS). PROJECT DEMARCATION MAY CROSS RESOURCES AREAS
WITH EXCEPTION OF LARGER WATER BODIES WHERE IT IS NOT FEASIBLE
OR ADVISABLE.
6.PROJECT DEMARCATION SHALL REMAIN IN PLACE AND BE
MAINTAINED/REPLACED AS NEEDED UNTIL FINAL STABILIZATION IN THE
AREA HAS BEEN ACHIEVED.
Stabilized Construction Exit
N.T.S.Source: VHB LD_682-VT
1/16
3'5:1
PLAN VIEW
CROSS-SECTION
1 12" CRUSHED STONE
FILTER
FABRIC MOUNTABLE BERM
EXISTING
PAVEMENT
50' (MIN.)SITE
8" (MIN.)
25'
(MIN.)
10'
10'
EXISTENCE
PAVEMENT
10' (MIN.)
50' (MIN.)SITE
NOTES
1.AGGREGATE SIZE: USE A MATRIX OF 1 TO 4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE
EQUIVALENT.
2.LENGTH: NOT LESS THAN 50 FEET (EXCEPT ON SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM
LENGTH APPLIES)
3.THICKNESS: NOT LESS THAN EIGHT (8) INCHES
4.WIDTH: TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
INGRESS OR EGRESS OCCURS. TWENTY-FIVE (25) FOOT MINIMUM IF THERE IS ONLY ONE ACCESS TO
THE SITE.
5.GEOTEXTILE MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE
6.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EXITS SHALL BE PIPED
BENEATH THE EXIT. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
PERMITTED.
7.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR
TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
8.WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT
REQUIREMENTS.
FLOW
NOTES
1.WOVEN WIRE FENCE REINFORCEMENT IS REQUIRED WITHIN 50 FT UPSLOPE OF RECEIVING WATERS.
2.WHERE REQUIRED FENCE SHALL BE WOVEN WIRE, MIN. 14 GAUGE WITH A 6" MESH OPENING SHALL BE
USED.
3.FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT.
4.POST SPACING FOR WIRE BACKED FENCE SHALL BE 10 FT. MAX. FOR FILTER CLOTH FENCE WHEN
ELONGATION IS >50%, POST SPACING SHALL NOT EXCEED 4 FT. FOR FILTER CLOTH FENCE WHEN
ELONGATION IS <50%, POST SPACING SHALL NOT EXCEED 6 FT.
5.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY 6 INCHES
AND FOLDED.
6.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.
7.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHES
HALF OF FABRIC HEIGHT.
8.SILT FENCE SHALL NOT BE USED TO DEMARCATE LIMITS OF DISTURBANCE.
9.AREA DRAINING TO SILT FENCE SHALL NOT EXCEED 14 ACRE PER 100 LF
Silt Fence/ Reinforced Silt Fence Barrier
N.T.S.Source: VHB LD_650-VT
08/16
PLACE 4" OF FABRIC
ALONG TRENCH AWAY
FROM PROTECTED AREA
BACKFILL AND COMPACT
6" MIN.
EMBEDMENT A
B A
B
WOOD STAKE
JOINT DETAIL
STAPLE
STAPLE
16
"
(
M
I
N
.
)
20
"
(
M
I
N
.
)
WORK
AREA
PROTECTED
AREA
UNDISTURBED
AREATOP OF
GROUND
SEE NOTE #4
SILT FENCE
1 12" X 1 12" X 4' WOOD STAKE
OR APPROVED EQUAL
MULCH MATERIAL AND APPLICATION
MULCH MATERIAL QUALITY STANDARDS PER 1,000 SQ-FT PER ACRE DEPTH OF
APPLICATION
1.APPLY TACKIFIER AS NEEDED TO MINIMIZE POTENTIAL FOR MULCH TO
BLOW AWAY.
2.MULCH MUST NOT CONTAIN INVASIVE PLANT SPECIES. (SEEDS OR
SEEDLINGS)
3.TACKIFIER MAY BE WATER, NETTING, OR SIMILAR.
4.OTHER THAN EROSION CONTROL MIX, MULCH IS NOT TO BE INSTALLED
ON SLOPES > 3:1.
Mulching Notes and Specifications
N.T.S.Source: VHB LD_VT
08/16
TEMPORARY SEEDING
1.AREA TO BE SEEDED MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE.
2.SEEDING METHOD TO RESULT IN GOOD SOIL TO SEED CONTACT.
3.AFTER SEEDING, MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/AC (APPROX 90 LBS/1,000 SF OR 2
BALES/1,000 SF); SEE MULCH DETAIL AND SPECIFICATIONS.
4.MULCH ANCHORING MAY BE NEEDED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE POSSIBLE.
5.WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BE
USED IF APPLIED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.
PERMANENT SEEDING
1.SEE SEEDDING SPECIFICATIONS FOR RECOMMENDED SEED MIXES. USE RIPARIAN AND WETLAND SEEDING MIX
WITHIN 50 FEET OF STREAM CROSSINGS AND IN DISTURBED WETLAND AREAS. USE UPLAND NATURAL
COMMUNITY MIX WITHIN AREAS IDENTIFIED AS SIGNIFICANT NATURAL COMMUNITIES. USE PERMANENT
SEEDING MIX FOR ALL OTHER DISTURBED.UPLAND AREAS. SEE VERMONT STANDARDS AND SPECIFICATIONS
FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL SEED MIXTURES.
2.AREA TO BE SEEDED MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE; CHISELING OR DISKING MAY
BE NEEDED IF SOIL IS COMPACTED.
3.SEEDING METHOD TO RESULT IN GOOD SOIL TO SEED CONTACT.
4.PERMANENT SEEDING TO OCCUR PRIOR TO SEPTEMBER 15TH UNLESS WEATHER PERMITS SEEDING BEYOND
SEPTEMBER 15TH.
5.AFTER SEEDING, MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/AC (APPROX 90 LBS/1,000 SF OR 2
BALES/1,000 SF); SEE MULCH DETAIL AND SPECIFICATIONS.
6.MULCH ANCHORING MAY BE NEEDED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE POSSIBLE.
7.WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BE
USED IF APPLIED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.
8.IRRIGATION MAY BE NEEDED TO FACILITATE GRASS GROWTH AND ESTABLISH ADEQUATE GRASS COVER.
TEMPORARY SEEDING MIX
TYPE SEASON RATE (LBS/ACRE)
PERMANENT SEEDING MIX*
TYPE SEASON RATE (LBS/ACRE)
Siltsock - Erosion Control Barrier
N.T.S.Source: VHB LD_658
1/16
NOTES
1.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING.
FOUNDATION SHALL BE 2" MINIMUM BELOW THE REST OF THE INLET AND BLOCKS SHALL BE
PLACED AGAINST THE INLET FOR SUPPORT.
2.CONCRETE BLOCKS SHOULD BE PLACED LENGTHWISE ON THEIR SIDES IN A SINGLE ROW
AROUND THE PERIMETER OF THE INLET. THE ENDS OF EACH BLOCK SHOULD BE ABUTTING.
THE HEIGHT OF THE BARRIER CAN BE VARIED DEPENDING ON THE DESIGN BY STACKING
VARIOUS COMBINATIONS OF DIFFERENT SIZED BLOCKS. THE BARRIER SHOULD BE A MINIMUM
OF 12 INCHES HIGH AND A MAXIMUM OF 16 INCHES HIGH.
3.HARDWARE CLOTH OR 12" WIRE MESH SHOULD BE PLACED OVER THE OPENINGS OF THE
CONCRETE BLOCKS AND EXTENDED AT LEAST 12 INCHES AROUND THE OPENING TO PREVENT
AGGREGATE FROM BEING TRANSPORTED THROUGH THE OPENINGS IN THE BLOCK.
4.USE CLEAN STONE OR GRAVEL 12" TO 34" IN DIAMETER PLACED 2" BELOW TOP OF THE BLOCK
ON A 2H:1V SLOPE OR FLATTER.
5.A 1 FOOT THICK LAYER OF FILTER STONE WILL BE PLACED AGAINST THE 3" STONE.
6.MAXIMUM DRAINAGE AREA PER SEDIMENT TRAP IS 1 ACRE.
7.INSTALL MARSH MAT OR APPROVED EQUAL AT ALL CATCH BASIN GRATES.
8.BLOCK AND STONE INLET PROTECTION REQUIRED AT ALL CATCH BASIN INLETS WHERE THE
FINISHED GRADE IS WITHIN 6" OF THE RIM OF THE STRUCTURE OR FRAME.
OVERFLOW
1' (MIN.)
2' (MAX.)12" - 16"
Erosion Control Blanket Slope Installation
N.T.S.Source: VHB LD_680
1/16
NO. 11 GAUGE WIRE
TYPICAL STAPLES
NOTES
1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"
DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.
2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.
3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2
OR MORE STRIP WIDTHS ARE REQUIRED.
4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET END
OVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.
5.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.
6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.
6"
1 12"1 12"
10
"
6" LOAM & SEED
STAPLE 12"
ON CENTER
6"
O
V
E
R
L
A
P
(M
I
N
.
)
4"
OVERLAP
(MIN.)
6"
STAPLES 12"
ON CENTER
STAPLES 12"
ON CENTER
Seeding Notes and Specifications
N.T.S.Source: VHB LD_VT
08/16
TOP OF
GROUND
BIODEGRADABLE
MESH NETTING
WOOD CHIP FILLED
FILTER SOCK (12" TYP.)
WORK AREA
PROTECTED AREA
RUNOFF WATER
WITH SEDIMENT
SEDIMENT
WIRE SCREEN2:1 SLOPE
GRAVEL FILTER
WIRE SCREEN CONCRETE BLOCK
GRAVEL
FILTER
FILTERED WATER
DROP INLET
WITH GRATE
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 Local Approval July 29, 2021
35
57913.01
EPSC Details
C8.01
16
SMW PBS
Issued for Construction 10/17/2022 PBS1