city of south burlington public works
TRANSCRIPT
CANADA
ORLEANSESSEX
WASHI
NGTON
LAMOILLE
FRANKLIN
GR
AN
D IS
LE
ADDISON
CHIT
TENDEN
ORANGE
CA
LE
DO
NIA
WIN
DS
OR
RUTLAND
BE
NNIN
GT
ON
WINDHAM
N
VT
ST
AT
E P
LA
NE
GRID
APPROVED DATE
DATUM
NEW YORK
State of
MASSACHUSETTS
Commonwealth of
NEW HAMPSHIRE
State of
PROPOSED IMPROVEMENT
Stantec Consulting Services Inc.
www.stantec.com
Fax: (802) 864-0165
Phone: (802) 864-0223
South Burlington VT U.S.A. 05403
55 Green Mountain Drive
PUBLIC WORKS
CITY OF SOUTH BURLINGTON
SHEET 1 OF SHEETS13
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
PROJECT LOCATION
HORIZONTAL: NAD83 sFT
0 100 200
SCALE IN FEET
STP MM18(17)TREATMENT SYSTEM
BARTLETT BROOK STORMWATER
TREATMENT SYSTEM
PROJECT NAME : BARTLETT BROOK STORMWATER
PROJECT NUMBER : STP MM 18(17)
QUALITY ASSURANCE PROGRAM : LEVEL 1
LATITUDES LANE SURVEYINGSURVEYED BY :
SURVEYED DATE : OCTOBER 2017
WETLANDS.
TREATMENT WETLANDS BEHIND SHEARER CHEVROLET, EXPANSION OF THE EXISTING TREATMENT
PROJECT DESCRIPTION: CLOSED DRAINAGE ALONG ROUTE 7 TO THE EXISTING STORMWATER
VERMONT. FROM HARBOR VIEW DRIVE TO
PROJECT LOCATION: THE PROJECT IS LOCATED ALONG ROUTE 7 IN SOUTH BURLINGTON,
INDEX OF SHEETS
BARTLETT BROOK CULVERT REPAIR CROSS SECTIONS
PRE-TREATMENT SWALE CROSS SECTIONS
WETLAND TREATMENT AREA CROSS SECTIONS
GENERAL PLANS SHEETS
DETAIL SHEETS
CONVENTIONAL SYMBOLOGY AND LEGEND
TITLE SHEET
13
12
9-11
5-8
3-4
2
1
INDEX OF STANDARDS
CONVENTIONAL ROAD CONSTRUCTION APPROACH SIGNINGT-10
TRAFFIC CONTROL GENERAL NOTEST-1
CHAIN LINK FENCE, TYPE I DETAILSF-2
TREE PLANTINGE-1
REINFORCED CONCRETE CRADLE HEADWALLD-34
PRECAST REINF.CONC. MH-GRATES, CAST IROND-15
CONCRETE CATCH BASIND-13
CURBINGC-10
STANDARDS FOR RESIDENTIAL AND COMMERCIAL DRIVESB-71
8/6/2012
4/25/2016
6/1/1994
7/11/2017
3/12/2007
6/1/1994
1/3/2000
2/11/2008
7/8/2005
PLANS.
SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE
REVISIONS AND SUCH REVISED SPECIFICATIONS AND
FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT
FEDERAL HIGHWAY ADMINISTRATION ON APRI L 1 3, 2018
FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS
CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE
VERTICAL: NAVD 83
MUNCIPAL PROJECT MANAGER
PROJECT LEADER : ISRAEL MAYNARD
2+00 3+00
1+00
5+00
6+00 7+008+00
9+00
10
+00
11
+00
12
+00
13
+00
14
+00
14
+6221+0020+00
22+00
23+00 24+00
25+00
25+79
4+00TO BURLINGTONU.S. ROUTE 7
TO SHELBURNEU.S. ROUTE 7
7/31/2018
CONCEPTUAL PLANS
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
ByIssued Appd. YY.MM.DD
ByRevision Appd. YY.MM.DD
E
L
T
R
D
BK
AH
STA
POE
POB
PRC
PCC
PT
CC
PI
PC
CURVE EXTERNAL DISTANCE
CURVE LENGTH OF
CURVE TANGENT LENGTH
CURVE RADUIS OF
CURVE DEGREE OF (100FT)
BACK STATION SUFFIX
AHEAD STATION SUFFIX
STATION PREFIX
POINT OF ENDING
POINT OF BEGINNING
POINT OF REVERSE CURVE
POINT OF COMPOUND CURVE
POINT OF TANGENCY
CENTER OF CURVE
POINT OF INTERSECTION
POINT OF CURVATURE
WITH PROPOSED ANNOTATION.
FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION
FOR EXISTING FEATURES, ALSO USED FOR PROPOSED
THESE ARE COMMON VAOT SURVEY POINT SYMBOLS
CULVERT (EXISTING)
ELECTRIC+CABLE
CABLE (TV)
ELECTRIC+TELEPHONE
UTILITY POLE GUY WIRE
ELECTRIC+TELEPHONE
PLAN LAYOUT MATCHLINE
CLEAR ZONE
TELEPHONE
ELECTRIC
CABLE+TELEPHONE
ELECTRIC+CABLE+TELEP.
ELECTRIC+TELEPHONE
ELECTRIC+CABLE
CABLE+TELEPHONE
SANITARY SEWER (SEPTIC)
ELECTRIC+CABLE+TELEP.
WATER LINE
GAS LINE
TELEPHONE
CABLE (TV)
ELECTRIC
CULVERT PROPOSED
BOTTOM OF DITCH L
STRUCTURE SUBSURFACE
.
WSO
WELL
VCTRL
TSIGN
TIE
TEL
STUMP
SIGN
SHRUB
SAT
S
RRSL
RRSIG
POST
PMK
PM
MM
MH
MB
LI
IPIPE
IP
HYD
HVCTRL
HCTRL
H
GV
GUYW
GUY
GSO
GP
GASFIL
FPOLE
EL
DITHR
COMB
CB
BND
BM
APL
IRON PIN TO BE SET
BNDNS
IPNS
CALC
BOUND TO BE SETBNDNS
IPNF
BOUND SET
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
USED TO CLARIFY AS NEEDED.
VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE
SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY
AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND
LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,
USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER
STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS
THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER
PROW PROPOSED ROW POINT
LENGTH LENGTH CARRIED ON NEXT SHEET
EXISTING ROW POINT
(T)
(P)
UE
SR
R&REP
R&RES
LAND
I&M
HWY
EC
DRIVE
DR
DIT
D&C
CUL
CONST
CH
TEMPORARY EASEMENT
PERMANENT EASEMENT
UTILITY EASEMENT
SLOPE RIGHT
REMOVE & REPLACE
REMOVE & RESET
LANDSCAPE EASEMENT
INSTALL & MAINTAIN EASEMENT
HIGHWAY EASEMENT
EROSION CONTROL
DRIVEWAY EASEMENT
DRAINAGE EASEMENT
DITCH EASEMENT
DISCONNECT & CONNECT
CULVERT EASEMENT
CONSTRUCTION EASEMENT
CHANNEL EASEMENT
UTILITY (GENERIC-UNKNOWN)
UTILITY (GENERIC-UNKNOWN)
C
CZ
T&E
AG
HABITAT
FLOOD PLAIN
HISTORIC
HISTORIC DIST
ARCH
WATER SHUT OFF
WELL
CONTROL VERTICAL
SIGN W/DOUBLE POST
TIE
TELEPHONE POLE
STUMP
SIGN
SHRUB
SATELLITE DISH
TREE SOFTWOOD
RAILROAD SWITCH LEVER
RAILROAD SIGNAL
POST STONE/WOOD
PROJECT MARKER
PARKING METER
MILE MARKER
MANHOLE (MH)
MAILBOX
LIGHT - STREET OR YARD
IRON PIPE
IRON PIN
HYDRANT
CONTROL HORIZ. & VERTICAL
CONTROL HORIZONTAL
TREE HARDWOOD
GATE VALVE
GUY WIRE
GUY POLE
GAS SHUT OFF
GUIDE POST
GAS FILLER
FLAGPOLE
ELECTRIC POWER POLE
DROP INLET THROATED DNC
COMBINATION POLE
CATCH BASIN
BOUND
BENCHMARK
BOUND APPARENT LOCATION
SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
IRON PIN FOUND
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
195311551
02 13
1" = 20'
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
DITCH
FOUNDATION
GARDEN
HEDGE
BODY OF WATER EDGE
WOOD LINE
STONE WALL
ROAD EDGE PAVEMENT
ROAD EDGE GRAVEL
DRIVEWAY EDGE
RAILROAD TRACKS
LEDGE EXPOSED
BRUSH LINE
WALL
SLOPE RIGHTS
SURVEY LINE
6F PROPERTY BOUNDARY
4F PROPERTY BOUNDARY
PROPERTY LINE (P/L)
TOWN BOUNDARY LINE
COUNTY BOUNDARY LINE
STATE BOUNDARY LINE
FENCE STEEL POST
FENCE (EXISTING)
FENCE WOOD POST
SR SR SR
FILTER CURTAIN
SILT FENCE
SILT FENCE WOVEN WIRE
EPSC MEASURES
WETLAND BOUNDARY
RIPARIAN BUFFER ZONE
SOIL TYPE BOUNDARY
HISTORIC STRUCTURE
HISTORIC DISTRICT BOUNDARY
HISTORIC AREA
AGRICULTURAL LAND
HAZARDOUS WASTE AREA
ENVIRONMENTAL RESOURCES
FISH & WILDLIFE HABITAT
FLOOD PLAIN
STORM WATER
USDA FOREST SERVICE LANDS
WILDLIFE HABITAT SUIT/CONN
CHECK DAM
ARCHEOLOGICAL BOUNDARY
ARCHEOLOGICAL & HISTORIC
UTILITY SYMBOLOGY
UNDERGROUND UTILITIES
ABOVE GROUND UTILITIES (AERIAL)
PROJECT DESIGN & LAYOUT SYMBOLOGY
CODE DESCRIPTIONPOINT
COMMON TOPOGRAPHIC POINT SYMBOLS
DESCRIPTION
PROPOSED GEOMETRY CODES
CODE
BARRIER FENCE
EPSC LAYOUT PLAN SYMBOLOGY
PROJECT CONSTRUCTION SYMBOLOGY
EROSION MATTING
PROJECT CONSTRUCTION FEATURES
STONE FILL
TOE OF FILL SLOPE
TOP OF CUT SLOPE
CONVENTIONAL TOPOGRAPHIC SYMBOLOGY
EXISTING FEATURES
CONVENTIONAL BOUNDARY SYMBOLOGY
STRIPING LINE REMOVAL
REQUIRING RE-VEGETATION
DISTURBED AREAS
THREATENED & ENDANGERED SPECIES
SHEET PILES
HAZARDOUS WASTE
PERMANENT EASEMENT LINE (P)
TEMPORARY EASEMENT LINE (T)
BOUNDARY LINES
DESCRIPTIONCODEPOINT
STATE ROW
TOWN ROW
STATE ROW (LIMITED ACCESS)
PROJECT DEMARCATION FENCE
TREE PROTECTION ZONE (TPZ)
PROPOSED STATE R.O.W.
PROPOSED STATE R.O.W. (LIMITED ACCESS)
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
SYMBOLOGY LEGEND NOTE
GENERAL INFORMATION
ROAD GUARDRAIL
L L
PP
OHW
BARTLETT BROOK STORMWATER
TREATMENT SYSTEM
STP MM18(17)
CONVENTIONAL LEGEND
AND SYMBOLOGY SHEET
of 03 13
Drawing No. RevisionSheet
N.T.S.195311551
ScaleProject No.
DETAIL SHEET 1
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
COMMON FILL
TRENCH LIMITS
PROJECT INSIDE OF
NO ROCK SHALL
MEANS
COMPACT BY MECHANICAL
EXCEEDING 6" DIA.
MATERIALS OR STONES
FREE OF WOOD, FOREIGN
COMMON FILL MATERIAL
FINISH GRADE
CROSS COUNTRYCL
IMMEDIATELY AROUND PIPE.
BACKFILL AND TAMP MATERIAL
PIPE TO SPRINGLINE. HAND
CRUSHED GRAVEL (MIN.) BELOW
OF THE TRENCH PROVIDE 6" OF
ARE ENCOUNTERED IN THE BOTTOM
WHEN LEDGE OR STONES OVER 6"
NOTE: MINIMUM OR MATCH TYPICAL ROADWAY SECTION.
NOT TO SCALE
12"
SAWCUT PAVING
D+3 FT
TRENCH LIMITS
PIPE
D
SEE NOTE
TYPICAL STORMWATER TRENCH DETAIL
BARTLETT BROOK STORMWATER
TREATMENT SYSTEM
STP MM18(17)
PZA 7/31/2018CAGISMdetails.dgn
TOPSOIL AND SEED
2" OF BITUMINOUS CONCRETE PAVEMENT
WEARING COURSE
18"
ST
ON
E
CR
US
HE
D
GR
AD
ED
DE
NS
E
(TYP.)
18"
LIMITS (D+4 FT.)
PERMANENT PAVMENT
THROUGH DRIVE
TAMP HAUNCH.
BEDDING. HAND
CRUSHED STONE
NOT TO SCALE
TYPICAL CATCH BASIN SECTION
~6" CRUSHED STONE~
2'-
0
SLAB REINFORCEMENT
CIRCUMFERENTIAL REINFORCEMENT
SLAB REINFORCEMENT
OF 1/12 INSIDE DIAMETER
WALL THICKNESS TO BE A MINIMUM
JOINTS SHALL HAVE MASTIC-SEAL
OR BUTYL RUBBER GASKET48" I.D.
SU
MP
PRECAST CONCRETE COVER
RISER AS REQUIRED
PRECAST CONCRETE BASE SECTION
5"
8"
ADJUSTMENT OF FRAME AND
CAST IRON FRAME AND GRATE
MORTAR TYPE II
STORM PIPE
OR AS SHOWN ON PLAN
2'-0"
BOOTED CONNECTION
GRATE WITH GRADE RING
TO GRADE
SLOPE
of 04 13
Drawing No. RevisionSheet
1" = 20'195311563
ScaleProject No.
DETAIL SHEET 2
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
BARTLETT BROOK STORMWATER
TREATMENT SYSTEM
STP MM18(17)
details.dgn PZA 7/31/2018CAGISM
8"
MIN.
OF STRUCTURE
NRS. MOUNT TO TOP
PROVIDE VALVE NUT
STRUCTURE
PRECAST CONCRETE
FILL
12" CONCRETE
NOT TO SCALE
SECTION B-B
6" MIN.
8" MIN
CRUSHED GRAVEL
12" MIN.
9"
TYP.
4'-0"
EL 124.5
STRUCTURE
TOP OF
THIS SHEET)
(SEE DETAIL
TRASH RACK
OF STEM
GUIDE AT MIDPOINT
PROVIDE VALVE STEM
VALVE
CRADLE FOR GATE
PROVIDE CONCRETE
NOT TO SCALE
SECONDARY OUTLET TRASH RACK DETAIL
TRASH RACK
2" x ‚"
ALL FACES
EXPANDED STEEL GRATE
3 LB PER SQ. FT.
(ALLOW TOP REMOVAL)
…" FASTENER
BOLTED GALVANIZED
GALVANIZED COMPOUND
COATED WITH ZINC COLD
ALL SURFACES TO BE
NOTE:
1'-0"
0'-8"
VALVE
4" GATE
OUTLET STRUCTURE
WETLAND TREATMENT AREA
INV IN = 116.00
POND DRAIN
4" DIINV. = 116.00
12" OUTLET PIPE
PLAN
4" GATE VALVE
FLOW
FLOW
FRAME & COVER
PROVIDE MANHOLE
(TYP. OF 3)
4' x 1' WEIR
B
B
4'-0"
4'-0"
8" MONOLITHIC BASE
WITH 6" WALL AND
OUTLET STRUCTURE
CONCRETE
5' x 5' PRECAST
MIN.
1.5'
MIN.
3'-0"
6" MIN.
6"
MIN.
1.5'
WALL PENETRATION
LINK SEAL
OUTLET PIPE
12" CPEP BARS @ 6" O.C.
EPOXY COATED STEEL
CAST-IN VERTICAL
DRAIN PIPE
4" DI
SECONDARY ORIFICE
2'-6"X9"
ORIFICE AND
5" PRIMARY
INV IN = 121.0
5" PRIMARY ORIFICE
INV. IN = 122.83
BARS @ 6" O.C.
EPOXY COATED STEEL
ORIFICICE WITH CAST-IN VERTICAL
2'-6" x 0'-8"' SECONDARY
bdr.dgn PZA ISM CAG 7/31/2018
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1+75
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2+50
2+75
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3+50
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4+50
4+75
5+00
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TC
HLI
NE
ST
A. 5
+00
SE
E
SH
EE
T
CP-2
ORIGINAL SHEET - ANSI D
of 05 13CP-1
Drawing No. RevisionSheet
1" = 20'195311551
ScaleProject No.
PLAN AND PROFILE SHEET 1
Title
MONTPELIER-BERLIN STP CVRT(2)
STP MM18(17)
STORMWATER
BARTLETT BROOK STORMWATER
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
VT STATE PLANE GRID
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
N
S
140.00'
INV 66" DIA. CMP
10" MPL 10" MPL
6" CRAB 6" CRAB6" CRAB
8" ELM10" MPL
10" ELM
6" CRAB
8" MPL
SHELBURNE ROAD
ROUTE 7 /
143.60'
INV 66" DIA. CMP
REBAR
GATE POSTS
EX. METAL
EX. CATCH BASIN
(24"HDPE)
INV OUT 151.21'
RIM 159.77'(±)
EX. CATCH BASIN
POLE
LIGHT
TRAFFIC
BOX
ELECTRIC
BOX
SIGNAL
TRAFFIC
150
150
155 155 155155
PLANS
VIEW DEVELOPMENT
AREA FROM HARBOR
PROPOSED PARKING
DEVELOPMENT PLANS
HARBOR VIEW
PROPOSED BUILDING FROM
PROPOSED DRAINAGE MANHOLE #2
PROPOSED DRAINAGE MANHOLE #1
VIEW DEVELOPMENT PLANS
EASEMENT FROM HARBOR
PROPOSED 20' UTILITY
DEVELOPMENT PLANS
LINE FROM HARBOR VIEW
PROPOSED 8" WATER SERVICE
REMOVE 10" MAPLE
REMOVE 10" MAPLE
REMOVE 10" ELM
EXISTING HYDRANT
REMOVE AND RESET
1+00
4+00
5+00
DRAINAGE MANHOLE #1
EXISTING 24" CMP BEYOND
REMOVE PORTION OF
CONNECT TO EXISTING 24" CMP
TO REMAIN
8" MAPLE
8" ELM
REMOVE
MAPLE
REMOVE 10"
3+002+00
V = 5.70 ft/s
Q = 27.98 cfs
INV OUT = 148.77'
INV IN = 150.00'
30.00" X 251.05'
SLOPE =0.50%
V = 5.70 ft/s
Q = 27.98 cfs
INV OUT = 147.84'
INV IN = 148.77'
30.00" X 190.50'
SLOPE =0.50%
RIM EL = 160.04'
MH1
RIM EL = 157.00'
MH2
66" DIA. CMP
LL
C1775 S
helb
urn
e R
d
1540-0
1775
Parc
el #
Rebar F
ound
VT
RA
NS
BURLINGTON LLC
CATAMOUNT SOUTH
1540-01785
PARCEL #
1775 SHELBURNE RD LLC
PARCEL # 1540-01775
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+00
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A. 5
+00
SE
E
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CP-1
SEE SHEET C
P-3
MATCHLINE STA.
9+75
ORIGINAL SHEET - ANSI D
of 06 13CP-2
Drawing No. RevisionSheet
1" = 20'195311551
ScaleProject No.
PLAN AND PROFILE SHEET 1
Title
MONTPELIER-BERLIN STP CVRT(2)
STP MM18(17)
TREATMENT SYSTEM
BARTLETT BROOK STORMWATER
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVEVT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
N
S
S
S
EX. GAS LINE FROM HARBOR
VIEW DEVELOPMENT PLANSDEVELOPMENT PLANS
FROM HARBOR VIEW
EX. WATER LINE
LOCATION
EX. GAS LINE
FROM GIS
MAP DATA
VALVES
TEST
VALVES
TEST
EXISTING
STORMWATER
DETENTION AREA
EXISTING BUILDING
CLUSTER
DECIDUOUS
8" MPL
3" CRAB
PLANS
VIEW DEVELOPMENT
LIGHT FROM HARBOR
RELOCATED STREET
INV 60" DIA. CMP 136.72'
SHELBURNE ROAD
ROUTE 7 /
REBAR
PARKING
EX. PAVED
EX. STORM MANHOLERIM 150.77'
INV IN 143.35'± (18"HDPE)INV OUT 134.10'± (60"CMP)
EX. CATCH BASIN
GU
Y
EX. CATCH BASIN
RIM 154.52'
INV 18" HDPE
147.36'
EX. CATCH BASIN
RIM 146.83'
INV OUT 143.95'± (18"HDPE)
GAS VALVE
PP W/ UGP
GU
Y
TRAFFIC SIGNAL
BOX
PP W/ UGP
145
145
150150
150
155
155
155 155
155155
PLANS
VIEW DEVELOPMENT
AREA FROM HARBOR
PROPOSED PARKING
PROPOSED DRAINAGE MANHOLE #5
FILL EXISTING SWALE
MANHOLE #3
PROPOSED DRAINAGE
TYPE, II
STONE FILL
REMOVE TREE
6'
WI
DE
PR
E-
TR
EA
TM
EN
T
SW
AL
E
5+00
MANHOLE #4PROPOSED
6+008+00
9+00
7+00
V = 5.70 ft/s
Q = 27.98 cfs
INV OUT = 146.66'
INV IN = 147.59'
30.00" X 190.62'
SLOPE =0.50%
V = 5.70 ft/s
Q = 27.98 cfs
INV OUT = 143.71'
INV IN = 144.97'
30.00" X 130.34'
SLOPE =1.00%
V = 5.70 ft/s
Q = 27.98 cfs
INV OUT = 143.50'
INV IN = 143.71'
30.00" X 26.34'
SLOPE =0.88%
RIM EL = 153.80'
MH3
RIM EL = 148.00'
MH5
RIM EL =151.95'
MH4
60" DIA. CMP
Rebar F
ound
VT
RA
NS
LLC
1693 SHELBURNE RD
1540-01693
PARCEL #
110
120
130
140
150
160
170
180180 180
170
160
150
140
130
120
110
10
+00
10
+25
10
+50
10
+75
11
+00
11
+25
11
+50
11
+75
12
+00
12
+25
12
+50
12
+75
13
+00
13
+25
13
+50
13
+75
14
+00
14
+25
14
+50
MA
TC
HLI
NE
ST
A. 9
+75
SE
E
SH
EE
T
CP-2
ORIGINAL SHEET - ANSI D
of 07 13CP-3
Drawing No. RevisionSheet
1" = 20'195311551
ScaleProject No.
PLAN AND PROFILE SHEET 1
Title
MONTPELIER-BERLIN STP CVRT(2)
STP MM18(17)
TREATMENT SYSTEM
BARTLETT BROOK STORMWATER
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
VT
ST
AT
E
PL
AN
E
GRID
False Northing: 0.0000
False Easting: 1640416.6667
Origin Latitude: 42°30'00.0000"N
Central Meridian: 72°30'00.0000"W
US Survey Foot
Transverse Mercator
NAD83 Vermont State Planes
VT83
N
BUFFER
50'OIL #2 LLC
1540-01691
PARCEL #
PARKING
EX. PAVED
120
125
125
125
130
130
135
135
140
140
145
145
PROPOSED MANHOLE #6
21
+00
22
+00
PE
RI
ME
TE
R
FE
NC
E
PR
OP
OS
ED
CH
AI
N
LI
NK
AR
EA
TR
EA
TM
EN
T
EX
PA
ND
ED
PR
OP
OS
ED
REMOVE EXISTING 15" HDPE EXISTING 60" CMP
REMOVE 20' OF
HEADWALL
PROPOSED CRADLE
TYPE, II
STONE FILL
TYPE, II
STONE FILL
6' WIDE PRE-TREATMENT SWALE
10+00
11+00
12+00 13+00 14+00 14+5014+50
P14
V = 17.47 ft/s
Q = 27.98 cfs
INV OUT = 122.00'
INV IN = 132.91'
18.00" X 194.02'
SLOPE =5.69%
RIM EL =140.00'
MH6
130
140
140
MATCHLINE STA. 12+75
SEE SHEET CP-3
ORIGINAL SHEET - ANSI D
of 08 13CP-4
Drawing No. RevisionSheet
1" = 20'195311551
ScaleProject No.
PLAN AND PROFILE SHEET 1
Title
MONTPELIER-BERLIN STP CVRT(2)
STP MM18(17)
TREATMENT SYSTEM
BARTLETT BROOK STORMWATER
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
N
EXISTING
WETLAND
TREATMENT
AREA
MON.
CONC.
RipRap
TOP ELEV. 126.39'
CONCRETE STRUCTURE
EX. 3.6' DIA. INV. 122.40'
W/ BROKEN TOP
EX. 18" HDPE
IN SEPTEMBER 2017
DELINEATED BY GILMAN & BRIGGS
EXISTING NON-JURISDICTIONAL WETLAND
WETLAND A
WATERLINE
EX.
RIM 128.89'
MANHOLE
EX. STORM
INV 116.99'
HDPE
EX. 12"
2017
& BRIGGS IN SEPTEMBER
DELINEATED BY GILMAN
WETLAND
EXISTING CLASS II
WETLAND B
BU
FF
ER
50'
D
D
D
EX. FENCE
FE
NC
EE
X.
FENCE
EX. CHAIN LINK
120
120
120
120
120
120
120
125
125
125
125
125
12512
5
130
130
130
130
130
135
135
135 135 135
125
130
20+00 21+00 22+00 23+00 24+00
PERIMETER FENCE
PROPOSED CHAIN LINK
AREA
TREATMENT
EXPANDED
PROPOSED
AREA TO ORIGINAL DESIGN ELEVATIONS
EXCAVATE MUCK TO RESTORE WETLAND
STRUCTURE
PROPOSED OUTLET
4" DI DRAIN PIPE
OUTLET STRUCTURE
TO EXISTING
12" CPEP CONNECT
13
+00
14
+00
14
+50
14
+50
LLC
MIDDLEBURY
CATAMOUNT
1215-00068
PARCEL #
130
140
150
160
0 10 20 30 40-10-20-30-40
9+20
130
140
150
160
130
140
150
160
0 10 20 30 40-10-20-30-40
9+50
130
140
150
160
130
140
150
160
0 10 20 30 40-10-20-30-40
10+00
130
140
150
160
130
140
150
160
0 10 20 30 40-10-20-30-40
10+50
130
140
150
160
120
130
140
150
160
0 10 20 30 40-10-20-30-40
11+00
120
130
140
150
160
120
130
140
150
160
0 10 20 30 40-10-20-30-40
11+50
120
130
140
150
160
120
130
140
150
160
0 10 20 30 40-10-20-30-40
120
130
140
150
160
4.0:1
4.0:1
4.0:1
4.0:14.0:1
3.0:1
2.0:1 2.0:
1
4.0:1
4.0:1
4.0:14.0:1
4.0:14.0:1
11+92
EL
EV
= 14
3.3
1
OFF
= -2.9
8
EL
EV
= 14
3.3
1
OFF
= 3.0
2
EL
EV
= 14
2.7
8
OFF
= -2.9
8
EL
EV
= 14
2.7
8
OFF
= 3.0
2
EL
EV
= 14
1.91
OFF
= -2.9
8
EL
EV
= 14
1.91
OFF
= 3.0
2
EL
EV
= 14
1.03
OFF
= -2.9
8
EL
EV
= 14
1.03
OFF
= 3.0
2
EL
EV
= 14
0.16
OFF
= -2.9
8
EL
EV
= 14
0.16
OFF
= 3.0
2
EL
EV
= 13
9.2
8
OFF
= -2.9
8
EL
EV
= 13
9.2
8
OFF
= 3.0
2
EL
EV
= 13
8.0
0
OFF
= -1.50
EL
EV
= 13
8.0
0
OFF
= 1.50
of 09 13
Drawing No. RevisionSheet
N.T.S.195311551
ScaleProject No.
CROSS SECTIONS
PRE-TREATMENT SWALE
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
100
110
120
130
140
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
20+40
100
110
120
130
140
100
110
120
130
140
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
20+50
100
110
120
130
140
100
110
120
130
140
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
21+00
100
110
120
130
140
SEE DETAIL ON DETAILS SHEET
NEW OUTLET STRUCTURE
AS-BUILTS (TYP)
AREA BASED ON
WETLAND TREATMENT
BOTTOM OF EXISTINGEXISTING GRADE
TO ORIGINAL DESIGN
AREA TO RESTORE GRADING
EXISTING WETALND TREATMENT
MUCK EXCAVATION IN
EL
EV
= 12
0.5
0
OFF
= 1.33
EL
EV
= 12
0.0
0
OFF
= 10.0
3
EL
EV
= 12
0.0
0
OFF
= 39.7
5
EL
EV
= 12
0.5
0
OFF
= -38.6
9
of 010 13
Drawing No. RevisionSheet
N.T.S.195311551
ScaleProject No.
CROSS SECTIONS 1
WETLAND TREATMENT AREA
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
BARTLETT BROOK STORMWATER
TREATMENT SYSTEM
STP MM18(17)
PZA 7/31/2018CAGISMxs.dgn
100
110
120
130
140
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
21+50
100
110
120
130
140
100
110
120
130
140
150
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
22+00
100
110
120
130
140
150
EXISTING GRADE-3.0:1
3.8:1
3.0:1
TO ORIGINAL DESIGN
AREA TO RESTORE GRADING
EXISTING WETALND TREATMENT
MUCK EXCAVATION IN
TO ORIGINAL DESIGN
AREA TO RESTORE GRADING
EXISTING WETALND TREATMENT
MUCK EXCAVATION IN
EL
EV
= 14
1.03
OFF
= -2.9
8
EL
EV
= 14
1.03
OFF
= -2.9
8
EL
EV
= 12
0.5
0
OFF
= 1.00
EL
EV
= 12
0.5
0
OFF
= 8.5
9
EL
EV
= 12
0.5
0
OFF
= 29.3
5
EL
EV
= 12
0.0
0
OFF
= 30.8
5
EL
EV
= 12
0.0
0
OFF
= 35.9
9
EL
EV
= 12
0.0
0
OFF
= -37.2
9
EL
EV
= 12
0.0
0
OFF
= -24.7
7
EL
EV
= 12
0.5
0
OFF
= -16.0
7
of 011 13
Drawing No. RevisionSheet
N.T.S.195311551
ScaleProject No.
CROSS SECTIONS 2
WETLAND TREATMENT AREA
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
100
110
120
130
140
150
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
22+50
100
110
120
130
140
150
110
120
130
140
150
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120
23+00
110
120
130
140
150
EXISTING GRADE
3.0:1
3.0:1
TO ORIGINAL DESIGN
AREA TO RESTORE GRADING
EXISTING WETALND TREATMENT
MUCK EXCAVATION IN
EL
EV
= 12
0.5
0
OFF
= 35.13
EL
EV
= 119.0
0
OFF
= 26.7
1
EL
EV
= 14
1.03
OFF
= -2.9
8E
LE
V= 12
0.0
0
OFF
= -38.0
6
EL
EV
= 12
1.00
OFF
= 36.7
1
of 012 13
Drawing No. RevisionSheet
N.T.S.195311551
ScaleProject No.
CROSS SECTIONS 3
WETLAND TREATMENT AREA
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
NEW CRADLE HEADWALL
2.0:1-1.5:1
-1.5:13.2:1
of 013 13
Drawing No. RevisionSheet
N.T.S.195311551
ScaleProject No.
CROSS SECTIONS
BARTLETT BROOK CULVERT REPAIR
Title
Client/Project
Permit-Seal
Chkd.Dwn. Dsgn. YY.MM.DD
File Name:
Issued By Appd. YY.MM.DD
Revision By Appd. YY.MM.DD
120
130
140
150
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
120
130
140
150
12+80
110
120
130
140
150
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
13+00
110
120
130
140
150
EL
EV
= 12
7.8
9
OFF
= -5.4
1
EL
EV
= 12
7.8
9
OFF
= -15.4
1
EL
EV
= 12
4.9
7
OFF
= -8.3
3
EL
EV
= 12
4.9
7
OFF
= -13.3
3
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel. 802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE