HomeMy WebLinkAbout11/01/2022 - 4 Lot Subdivision of Lot 1 Meadowland Bu362
362SSFMFMFMFMFM
S
S
S SSSSSS
S
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S
S
S
S
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388
386384
382 376374
392
388388388384 3
8
6
382384
382384382 378 376
378
374
372
372
368
368 36
6
36
6
366366
366364 36435
8
358
35635
6
3543543523
5
2
38
4
390
390
380
380
380370
370
36
0
360 350350LOT 1-E
LOT 1-D
LOT 1-C
M
E
A
D
O
W
L
A
N
D
D
R
I
V
E
EXISTIN
G
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R
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L
R
O
A
D
390
390
38038038
0
3803703503503
6
0
358
356
354
RAND
A
L
L
S
T.
LOT 1
E
E
E
E
E
DSM
DSM
SAL/GAC
1" = 30'
14183
C1.1AB
LOCATION MAP
1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
PROPOSED SITE
IMPROVEMENTS
PLAN
(AS-BUILT)
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
NOV., 2022
PROJECT
LOCATION
SOUTH
BURLINGTON
REALTY CORP.
4 LOT SUBDIVISION
OF LOT 1
MEADOWLAND
BUSINESS PARK
WILLISTON,
VERMONT
VT. RTE. 116
MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
SEE SHEET C1.0 FOR LEGEND
WALKWAY EXTENSION TO
PERMITTED PATH ON SPHINX
DEVELOPMENT L.L.C. PROPERTY
50'35'35'
WALKWAY EXTENSION TO
PERMITTED PATH ON SPHINX
DEVELOPMENT L.L.C. PROPERTY
20' WIDE PEDESTRIAN
EASEMENT
BUILDING ENVELOPE
10' WALKWAY
20' WIDE PEDESTRIAN
EASEMENT
FUTURE SHARED ACCESS
ROADWAY
40' SHARED USE ACCESS
EASEMENT FOR LOTS 1-C & 1-E
HYDRANT
BUILDING ENVELOPE
BUILDING ENVELOPE
20' WIDE PEDESTRIAN
EASEMENT
30'
30' WIDE STORM WATER &
SEWER EASEMENT
EXTENDED PAVEMENT SURFACE
FOR SNOW STORAGE
TEMPORARY TURN AROUND
AND EASEMENTS (TYP.)
ADA COMPLIANT ACCESS
NO PARKING THIS SIDE OF
STREET SIGN (2 PLACES)
(DOUBLE SIDED)
5' CONCRETE SIDEWALK
ELECTRICAL DISTRIBUTION
VAULTS (TYP.)
STREET LIGHT
AND STREET SIGN
CROSSWALK
ADA COMPLIANT
FLUSH CURB ACCESS
5' CONCRETE
SIDEWALK
STOP SIGN
CROSSWALK
& STOP BAR
25 MPH SPEED
LIMIT SIGN
GREEN SPACE
GRASS LINED
DRAINAGE SWALE
WITH UNDERDRAIN
26' WIDE ROADWAY - NO
CURBING, PARKING ON
NORTH SIDE W/ STABILIZED
SHOULDER
100'+ RIPARIAN CORRIDOR -
NO DEVELOPMENT AREA35'66 RANDALL ST.
69 RANDALL ST.
68 RANDALL ST.
116
89
AS-BUILT NOTES:
1.THE ELECTRICAL, TELEPHONE, AND GAS LAYOUT SHOWN ON THIS PLAN IS
APPROXIMATE AND INCOMPLETE. THE LOCATION OF ANY SUCH UTILITY ON
THESE PLANS ARE SUBJECT TO CHANGE AND THE FINAL PLANS OF THE
UTILITY COMPANY WILL GOVERN.
2.AS-BUILT LOCATION AND INVERT INFORMATION WAS MEASURED BY CIVIL
ENGINEERING ASSOCIATES.
3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC NOVEMBER 2022. CIVIL ENGINEERING
ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT
COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL)
ESTABLISHED FROM GPS OBSERVATIONS ON SITE.P:\AutoCADD Projects\2014\14183\1-CADD Files-14183\Dwg\14183 - As-Built.dwg, 11/14/2022 9:42:31 AM
362
362SS S
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FMFMFMFMFM
S
STSTSTST15" HDPE15" HDPED
S
S
GRASS LINED SWAL
E SSSSSS
S
S
S
S
S
S
S
S
S
388
386384
382 376374
392
388388388384 3
8
6
382384
382384382 378 376
378
374
372
372
368
368
3
6
6
36
6
366366
366364 36435
8
358
3563
56
35435435235
2
38
4
390
390
380
380
380370
370
36
0
360 350350EX. CB #8
RIM 381.9'
INV. IN 377.3
INV. OUT 377.2
DLOT 1-E
LOT 1-D
LOT 1-C
M
E
A
D
O
W
L
A
N
D
D
R
I
V
E
EXISTIN
G
G
R
A
V
E
L
R
O
A
D
0+0
0
1+0
0
2+0
0
3+00
3+2
4.1
1
4+004+38.325' WIDE CONCRETE
SIDEWALK
15
"
H
D
P
E
S
T
O
R
M
M
A
I
N12" HDPE
ELECTRIC BOXES
TEL. BOX
18" HDPE
30' WIDE FULL DEPTH
ROADWAY
390
390
38038038
0
3803703503503
6
0
EX. CB
RIM 356.4
INV. IN 350.6
INV. IN 350.7
INV. OUT 350.4
15" HDPE W/ F.E.S.
INV. 377.1
EX. CB #7
RIM 382.0
INV.IN 378.7
INV. OUT 378.6
EX. 15" HDPE
INV. 378.8
CONC. END
SECTION
INV. 353.6
EX. CB
RIM 360.5
INV. 354.4
H=12"
INLET ON NORTH
& WEST SIDES
EX. CB
RIM 356.3
INV. IN 352.0
INV. OUT 350.8
TEMPORARY
SEDIMENT TRAP
INV. 349.7
358
356
354
24" HDPE W/ F.E.S.
INV. 353.0
30" HDPE W/ F.E.S.
INV. 353.9 353.6
TEMPORARY EASEMENT
UNTIL ROAD IS EXTENDED
TEMPORARY EASEMENT
UNTIL ROAD IS EXTENDED
RAND
A
L
L
S
T.
370370 CB #1
4'x4' BOX
RIM 355.5
INV. 353.4 353.4
S
SSLOT 1
10' WIDE WALKING PATH WITHIN EXIST.
PATH EASEMENT TO BE CONSTRUCTED
WHEN LOT 1-C IS DEVELOPED
24" HDPE W/ F.E.S.
INV. 369.0 368.2
24" HDPE W/ F.E.S.
INV. 368.2 368.0
88 67 L.F. OF
24" HDPE
76 L.F. OF 15" HDPE
15" HDPE W/ F.E.S.
INV. 368.4 368.8
15" HDPE W/ F.E.S.
INV. 368.2 369.4
30x24
REDUCER
LIMITS OF CONCRETE
ENCASEMENT360358357356355362364
360
370370
3
8
0
38
0 SE
E
E
E
E
WW
W
W
W
W DSM
DSM
SAL/GAC
1" = 30'
14183
C1.3AB
LOCATION MAP
1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
PROPOSED SITE
GRADING &
DRAINAGE PLAN
(AS-BUILT)
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
PROJECT
LOCATION
89
116
NOTES:
1.Site information is based upon a field survey performed
by Civil Engineering Associates, Inc. in August of 2014.
Horizontal and vertical datum based on VCS NAD 83
and NAVD 88, respectively based upon Static GPS
observations.
2.This plan is not a boundary survey and is not intended
to be used as one.
SOUTH
BURLINGTON
REALTY CORP.
4 LOT SUBDIVISION
OF LOT 1
MEADOWLAND
BUSINESS PARK
WILLISTON,
VERMONT
VT. RTE. 116
MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
SEE SHEET C1.0 FOR LEGEND
AS-BUILT NOTES:
1.THE ELECTRICAL, TELEPHONE, AND GAS LAYOUT SHOWN ON THIS PLAN IS
APPROXIMATE AND INCOMPLETE. THE LOCATION OF ANY SUCH UTILITY ON
THESE PLANS ARE SUBJECT TO CHANGE AND THE FINAL PLANS OF THE
UTILITY COMPANY WILL GOVERN.
2.AS-BUILT LOCATION AND INVERT INFORMATION WAS MEASURED BY CIVIL
ENGINEERING ASSOCIATES.
3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC NOVEMBER 2022. CIVIL ENGINEERING
ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT
COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL)
ESTABLISHED FROM GPS OBSERVATIONS ON SITE.
NOV., 2022
P:\AutoCADD Projects\2014\14183\1-CADD Files-14183\Dwg\14183 - As-Built.dwg, 11/14/2022 9:49:54 AM
362
S
T
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T
ST
S
T
S
T
S
T
ST
S
T
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S
T
ST
E
T
C
E
T
C
E
T
C
ET
C
E
T
C
E
T
C
E
T
C
ET
C
ET
C
E
T
C
E
T
C
ST
ST
ST
ST
ST
STS
T
S
T
S
T
ST
ETC
ETC
ETC
ETC
E
T
C
E
T
C
E
T
C
E
T
C36435
8
3
5635436
0
M
E
A
D
O
W
L
A
N
D
D
R
I
V
E0+00
1+00
2+00 WG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
3
6
0
24" WIDE STOP BAR
STREET SIGN
5' WIDE STONE
PEDESTRIAN PATH
358
356
354
24" HDPE W/ F.E.S.
INV. 353.0
30" HDPE W/ F.E.S.
INV. 353.9 353.6
ETC
ETC
G
G
G
G
G
G
G
G
G
G
G
CB #1
4'x4' BOX
RIM 355.5
INV. 353.4 353.4
+ 355.25
+ 355.35
+ 356.0
+ 356.1
+ 356.3
+ 355.
9
+ 356.5
+ 355.3
+ 355.4
+ 355.8
+ 356.7
+ 35
6.6
+ 356.7
+ 356.6
+ 356.5
+ 356.7 5' CONCRETE SIDEWALK
6' TRANSITION CURB
FLUSH CURB
6' TRANSITION CURB
FLUSH CURB
6' TRANSITION CURB
NEW STOP SIGN
6' WIDE CROSSWALK
TRANSITION CURB
GRASS SWALE
AT 1.0% SLOPE
30x24
REDUCER
LIMITS OF CONCRETE
ENCASEMENT360358357356355362364
360
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W WWDSM
DSM
SAL/GAC
1" = 10'
14183
LOCATION MAP
1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
PROJECT
LOCATION
SOUTH
BURLINGTON
REALTY CORP.
4 LOT SUBDIVISION
OF LOT 1
MEADOWLAND
BUSINESS PARK
WILLISTON,
VERMONT
VT. RTE. 116
MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
C1.4AB
PROPOSED SITE
GRADING &
DRAINAGE PLAN
(AS-BUILT)
SEE SHEET C1.0 FOR LEGEND
116
89
AS-BUILT NOTES:
1.THE ELECTRICAL, TELEPHONE, AND GAS LAYOUT SHOWN ON THIS PLAN IS
APPROXIMATE AND INCOMPLETE. THE LOCATION OF ANY SUCH UTILITY ON
THESE PLANS ARE SUBJECT TO CHANGE AND THE FINAL PLANS OF THE
UTILITY COMPANY WILL GOVERN.
2.AS-BUILT LOCATION AND INVERT INFORMATION WAS MEASURED BY CIVIL
ENGINEERING ASSOCIATES.
3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC NOVEMBER 2022. CIVIL ENGINEERING
ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT
COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL)
ESTABLISHED FROM GPS OBSERVATIONS ON SITE.
NOV., 2022
P:\AutoCADD Projects\2014\14183\1-CADD Files-14183\Dwg\14183 - As-Built.dwg, 11/14/2022 9:45:50 AM
362
362
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ST
ST
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SSSSSET
C
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ET
C
E
T
C
E
T
C
ET
C
ET
C
E
T
C
E
T
C
ST
S
T
S
T
ETC E
T
C
E
T
C
E
T
C
ETC8" PVC SSSSSS
S
S
S
S
S
S
S
S
8" PVC 8" PVC384 376374
EX. SMH 'C'
RIM 353.6
INV. 348.3
388
3
8
6
382 378
376
378
374
372
372
368
368
3
6
6
36
6
366366
366364 36435
8
358
3563
5
6
35435435235
2
38
4
390
380
370
370
36
0
360 350350LOT 1-E
LOT 1-D
LOT 1-C
M
E
A
D
O
W
L
A
N
D
D
R
I
V
E
EXISTIN
G
G
R
A
V
E
L
R
O
A
D
0+0
0
1+0
0
2+0
0
3+00
3+2
4.1
1
4+004+38.32HYDRANT ASSEMBLY
CAP END OF WATER MAIN,
BURY TOP OF VALVE BOX
AND MARK WITH STUB
10
"
D
I
W
A
T
E
R
M
A
I
N
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
3' STUB
W/ CAP
ELECTRIC BOXES
TEL. BOX
8" PVC
SDR 358" DISTST12
"
H
D
P
E
390 3703503503
6
0
EX. SMH 'D'
RIM 353.6
INV. 347.2
EX. WATER SERVICE
INV. 350.1'
358
356
354
UTILITY EASEMENT FOR
CABLE, ELECTRIC &
TELEPHONE
ETCLOT 1-D WATER
CONNECTION
8" WATER LINE STUB W/8" GATE
VALVE & CAP FOR LOT 1-E
ELECTRIC BOXES
TEL. BOX8" SEWER SERVICE STUB
W/ CAP FOR LOT 1-C
INV. 365.6
RAND
A
L
L
S
T.
ETC
GG
G
G
G
G
G
SMH
RIM 373.8
INV. IN 363.5 363.1 8" PVC (N)
INV. IN 364.0 363.5 6" PVC (W)
INV. OUT 363.4 363.0 8" PVC (S)
GAS MAIN
S
EX. SMH 'A'
RIM 361.1
INV.355.3
105 L.F. OF 8" PVC
SDR 35 @ 2.0%193 200 L.F. OF 8"
PVC
SDR
35SSEX. SMH 'B'
RIM 358.3
INV. 353.2
COMBINED STORMWATER AND
SEWER EASEMENT SERVING LOT 1B 15'
15'
LOT 1B POTASH BROOK AND ADJACENT
WETLAND
LOT 1-D SEWER
CONNECTION
POWER, TELEPHONE &
CABLE STUBS FOR LOT 1-D
(1) 5" C. (GMP), (1) 4" C.
(FAIRPOINT), (1) 4" C. (CABLE)
40 L.F. OF 6" PVC
SDR 35 @ 2.0%
6" SEWER SERVICE STUB
W/ CAP FOR LOT 1-E
INV. 364.8
PRIMARY SERVICE FOR POWER,
TELEPHONE & CABLE FOR
SERVICE TO LOT 1-E AND FUTURE
EXTENSION OF ROADWAY
(2) 5" C. (GMP), (2) 4" C.
(FAIRPOINT), (1) 4" C. (CABLE)
POWER, TELEPHONE &
CABLE STUBS FOR LOT 1-C
8" WATER SERVICE STUB
W/ CAP FOR LOT 1-C
8" SHUT-OFF
VALVE
NEW 8" INVERT IN. 355.8 355.5
REBUILT CHANNEL TO
ACCOMMODATE NEW MAIN
10"x8" TAPPING SLEEVE,
VALVE & VALVE BOX
EXISTI
N
G
S
E
W
E
R
E
A
S
E
M
E
N
T
BENEF
I
T
I
N
G
L
O
T
1
-
B
T
O
B
E
EXTEN
D
E
D
T
O
B
E
N
E
F
I
T
L
O
T
S
1-C & 1
-
E
F
R
O
M
E
X
.
S
M
H
'
A'
T
O
EX. SM
H
'
D'
20' WIDE EASEMENT
BENEFITING LOTS
1-C & 1-E
TEMPORARY 20'
WIDE EASEMENT
BENEFITING LOT 1-C
TEMPORARY 20'
WIDE EASEMENT
BENEFITING LOT 1-E
LOT 1
ELECTRICAL
EASEMENT
S8" D.I. CL. 52
WATER MAIN
STREET LIGHT
EX. ELECTRIC,
TELEPHONE &
CABLE STUBS
EX. ELECTRIC, TELEPHONE &
CABLE DUCT BANK
(2) 5" C. FOR GMP & (2) 4" C.
FOR VERIZON
K30.6 TRANSFORMER DUCT BANK
(2) 4" C. (GMP), (2) 4" C.
(FAIRPOINT), (1) 4" C. (CABLE),
PROVIDE CONC. ENCASEMENT
AT ALL UTILITY & ROAD
CROSSINGS, 10' ON EITHER SIDE
E
E
E
E
E
1.5" CONDUIT FOR 120V
FEED TO STREET LIGHT
K30.6 TRANSFORMER
CONCRETE
ENCASEMENT
(TYP.)WW
W
W
W
W
8.0'15.8'
4.7'5.5'1
9
.
4
'
10.7'58.5'37.3'12.7'21.8
'
DSM
DSM
SAL/GAC
1" = 30'
14183
C1.5AB
LOCATION MAP
1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
PROPOSED SITE
UTILITY PLAN
(AS-BUILT)
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
PROJECT
LOCATION
SOUTH
BURLINGTON
REALTY CORP.
4 LOT SUBDIVISION
OF LOT 1
MEADOWLAND
BUSINESS PARK
WILLISTON,
VERMONT
VT. RTE. 116
MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
Note:
All work to be performed in accordance with the Specifications
and Details for the Installation of Water lines and
Appurtenances for all Water Systems Owned by the Champlain
Water District, the City of South Burlington, and the Village of
Jericho. Details should be modified to the above reference
specifications.
SEE SHEET C1.0 FOR LEGEND
116
89
AS-BUILT NOTES:
1.THE ELECTRICAL, TELEPHONE, AND GAS LAYOUT SHOWN ON THIS PLAN IS
APPROXIMATE AND INCOMPLETE. THE LOCATION OF ANY SUCH UTILITY ON
THESE PLANS ARE SUBJECT TO CHANGE AND THE FINAL PLANS OF THE
UTILITY COMPANY WILL GOVERN.
2.AS-BUILT LOCATION AND INVERT INFORMATION WAS MEASURED BY CIVIL
ENGINEERING ASSOCIATES.
3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC NOVEMBER 2022. CIVIL ENGINEERING
ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT
COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL)
ESTABLISHED FROM GPS OBSERVATIONS ON SITE.
NOV., 2022
P:\AutoCADD Projects\2014\14183\1-CADD Files-14183\Dwg\14183 - As-Built.dwg, 11/14/2022 9:46:20 AM
PRE-EX.
GRADE
EX. GRADE
ROAD PROFILE
℄ MEADOWLAND DR.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
354
358
362
366
370
374
378
382
386
354
358
362
366
370
374
378
382
386
356.37359.39361.44363.57364.93365.33365.76366.30368.46369.11-2.00%
3.00%
8.00
%PVC STA.1+15.00PVC ELEV.358.93PVI STA.1+30.00PVI ELEV.359.38PVT STA.1+45.00PVT ELEV.360.5830.00VC
84.62SD
2.00%PVC STA.1+80.75PVC ELEV.363.44PVI STA.2+70.00PVI ELEV.370.58PVT STA.3+59.25PVT ELEV.372.37178.50VC
200.01SD
℄
PROFILE - PROPOSED DRIVE
HORIZONTAL SCALE:1"=40'
VERTICAL SCALE:1"=4'
ROAD BAS
E
UPSTREAM END OF 30"
HDPE STORM DRAIN
350 350
8" D.I. CL. 52 WATER MAIN
POWER, ELECTRIC & CABLE
DUCT BANK
EX. 10" D.I. WATER MAIN
4" UNDER DRAIN
LIMITS WHERE ROAD SUBGRADE TO BE
COMPACTED WITH 30 TON VIBRATORY ROLLE
PRIOR TO PLACEMENT OF ROAD SUBGRADE
8" PVC SDR 35 SEWER
INV. 364.1±
INV. 368.2
368.8
INV. 369.0
369.4
24" HDPE
18" MIN. SEPARATION
NEW TAPPING SLEEVE, VALVE & VALVE BOX
SWALE AT END OF
STORM DRAIN HYDRANTSTA. 4+34STA. 4+27 - 8"x8"x8"
TEE FOR SERVICE
TO LOT 1-E
STA. 3+81 - 8"x8"x8"
TEE FOR SERVICE
TO LOT 1-C
CAP AT END OF
WATER MAIN
8" GATE VALVE
STA. 4+33
0+00 0+50 1+00 1+50 2+00 2+50 3+00
362
366
370
374
378
382
386
390
362
366
370
374
378
382
386
390
361.05364.95372.30382.26382.35380.02377.27358 358
354 354PROFILE - SEWER MAIN
HORIZONTAL SCALE:1"=40'
VERTICAL SCALE:1"=4'
EX. GRADE
193 200 L.F. O
F
8
"
P
V
C
S
D
R
3
5
GRADE @ SEWER
CENTERLINE
105 L.F. OF
8
"
P
V
C
S
D
R
3
5EX. SEWER MANHOLERIM. 361.1'INV. 355.3INV. 363.4INV. 363.56" STUB W/ CAP
INV. 365.6
24" HDPE STORM
INV. 369.0
18" MIN.
SEPARATION
8" D.I.P. WATER MAIN
INV. 366.8±SEWER MANHOLERIM. 373.84"x4' WIDE RIGID
INSULATION OVER WATER
MAIN AT STORM PIPE
(PARALLEL )INSTALLATION
INV. 355.8355.5363.0363.1DSM
DSM
SAL/GAC
AS SHOWN
14183
C2.0AB
LOCATION MAP
1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
SOUTH
BURLINGTON
REALTY CORP.
SEWER & ROAD
PROFILE
& SECTIONS
(AS-BUILT)
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
WILLISTON,
VERMONT
PROJECT
LOCATION
TYPICAL ROAD CROSS SECTION
NTS
2%. SLOPE
13'-0"
4
1
1'
4" TOPSOIL
(typ.)
1
4
4'4'2.5'
4%2%. SLOPE
13'-0"
4
1 12"1'
1
4
6'4'1'
4%
6'5'
4%2%
4.5'
CATCH BASIN AT HIGH SIDE OF
DRIVEWAY CROSSINGS
SEE TYPICAL
UNDERDRAIN
SECTION
29'
1'
37'
R.O.WGRAVEL SHOULDER
(TYP.) (AGGREGATE
PARALLEL PARKING
SIDE)
1.5'' TYPE lll BIT CONC. WEARING
COURSE
2.25'' TYPE ll BIT CONC. BASE COURSE
6'' OF 11
2'' PLANT MIX
18'' OF 3'' PLANT MIX
FILTER FABRIC
ON COMPACTED
SUBGRADE
5' CONC.
SIDEWALK
FOOTING DRAIN
4" PERF HDPE
OR PVC12"N.T.S.
TYPICAL UNDERDRAIN SECTION
18" MIN
(OUTSIDE ROAD SECTION)
4"
PERFORATED
PVC PIPE
DRAINAGE
GEOTEXTILE
34" WASHED
DRAINAGE STONE
VAOT 704.16 OR
APPROVED EQUAL40" BELOW ℄ OF ROAD18" MIN2"16" BELOW℄ OF ROAD12"BELOWSHOULDER4" TOPSOIL4"
TOPSO
IL6" MIN. TOPSOILNORTH AMERICAN GREEN C250
HIGH STRESS EROSION
CONTROL MATTING
116
89
1
2
4 LOT SUBDIVISION
OF LOT 1
MEADOWLAND
BUSINESS PARK
VT. RTE. 116
MEADOWLAND DRIVE
SOUTH BURLINGTON
VERMONT
AS-BUILT NOTES:
1.THE ELECTRICAL, TELEPHONE, AND GAS LAYOUT SHOWN ON THIS PLAN IS
APPROXIMATE AND INCOMPLETE. THE LOCATION OF ANY SUCH UTILITY ON
THESE PLANS ARE SUBJECT TO CHANGE AND THE FINAL PLANS OF THE
UTILITY COMPANY WILL GOVERN.
2.AS-BUILT LOCATION AND INVERT INFORMATION WAS MEASURED BY CIVIL
ENGINEERING ASSOCIATES.
3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC NOVEMBER 2022. CIVIL ENGINEERING
ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT
COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL)
ESTABLISHED FROM GPS OBSERVATIONS ON SITE.
NOV., 2022
P:\AutoCADD Projects\2014\14183\1-CADD Files-14183\Dwg\14183 - As-Built.dwg, 11/14/2022 9:57:35 AM