2160 - ITB - Windermere Fields - Appendix A - Bid set for field 4.pdf
PDF 4 MB Posted
- Solicitation number
- 2160
- Issued by
- Tolland County, Connecticut
About this file
This is a grading plan and bid set document prepared by the Town of Vernon, Connecticut Engineering Department for the completion of Field #4 at the Windermere Fields Complex located at 60 Park Place, Vernon, Connecticut (physically situated in Ellington). The project involves comprehensive site preparation and grading work for a 300' x 225' soccer field with 330' x 265' total dimensions including field margins. The work encompasses topsoil stripping and screening of approximately 3.5 acres, subgrade grading with specified slope tolerances (1.0% to 1.5%), installation of a leaching catch basin with filter fabric sedimentation control, application of 10 inches of screened topsoil, soil amendments (20-10-10 fertilizer at 220 pounds per acre and 0-0-50 potassium at 150 pounds per acre), and grass seeding utilizing a Lesco Sun & Shade Park Mixture or equivalent at 220 pounds per acre with pure seed component percentages specified. The plan includes detailed elevation data with 29 surveyed field points, three control points with coordinates and elevations established October 8, 2024, and spot elevations ranging from 227 to 235.3 feet. Sealed bids are due July 22, 2026 at 10:00 a.m. EDT, with a mandatory pre-construction meeting required with Martin Sitler, Parks and Recreation Director (860-870-3162), and one week advance notice required before work commences.
The project operates as a net-zero construction effort, prohibiting import or export of materials except those necessary for the leaching catch basin installation. All work must be performed during dry periods with suspension during and 24 hours following any rain event, and operational hours are limited to 7:00 a.m. to 5:00 p.m. Monday through Friday and 7:00 a.m. to 1:00 p.m. Saturday with no Sunday or holiday work permitted. The contractor must comply with Connecticut Department of Transportation Standard Specifications (Form 819, 2024 with July 2025 supplements), implement full OSHA requirements including temporary onsite sanitary facilities, and maintain 24-hour contact information with the Engineering Department. Tailings from topsoil screening operations must be stockpiled in designated locations protected with silt fencing for future removal by the Town of Vernon. The specifications prohibit equipment rolling on subgrade or topsoil after shaping to prevent compaction, require slit seeding methods exclusively, and specify detailed sedimentation control measures including hay bale barriers and filter fabric catch basin protection. All work is subject to wetland compliance requirements established through Town of Ellington approval dated July 13, 2020, which mandates seeding of poorly and very poorly drained wetland soils east and south of Field #4 with a wetlands seed mix and yearly mowing in late fall or late winter/early spring.
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Text version
APPROXIMATE
EXISTING SILT
FENCE (TYP)
1203020 60
1 inch = 30 feet
GRAPHIC SCALE
9"
11"
9"
11"
9"
11"
11"
20"
12"
11"
BID SET
WINDERMERE FIELDS
FIELD #4
APPROXIMATE
LOCATION OF
TEST PITS
OCT. 9, 2024
DEPTH OF TOPSOIL
TYP.
APPROXIMATE
LOCATION OF
TEST PITS
OCT. 9, 2024
DEPTH OF TOPSOIL
TYP.
CONTROL POINT 51
N:878,230.63
E:1,077,028.73
ELEV:231.94
REBAR #51
CONTROL POINT 52
N:878,793.38
E:1,077,094.15
ELEV:229.89
LANDMARK REBAR
CONTROL POINT 53
N:878,750.21
E:1,076,584.91
ELEV:231.10
LANDMARK REBAR
E
W
T
O
L
A
V
F
O
N
N
O
R
E
N
C
I
S
T U
C
N
N
E
C
T
O
30 PARK PLACE, VERNON, CT 06066
ENGINEERING DEPARTMENT
TOWN OF VERNON
SCALE:
FILE:
1"=30' DATE: MAY 5, 2026 SHEET:
1 0F 6
ENGINEERING\PARKS & REC\WINDERMERE FIELDS\DWGS\
:\ENGINEERING\PARKS & REC\WINDERMERE FIELDS\SOCCER FIELDS.CRD
FIELD #4 GRADING PLAN FOR BIDDING MAY 5, 2026.DWG
EXISTING CONDITIONS
EXISTING TREE-LINE (TYP)
N
F
S
E
V
N
L
E
V
I
C
N
C
W
T
V
E
S
T
M
E
N
C
N
V
IC
T
O
R
IA
H
O
U
N
D
O
M
IN
IU
M
A
S
O
C
IA
T
IO
N
IN
C
IS
LA
N
T
E
R
N
N
O
O
R
H
O
C
K
A
N
U
M
R
I
V
E
R
H
O
C
K
A
N
U
M
R
I
V
E
R
R
V
E
R
R
E
B
A
R
A
L
O
N
G
V
E
R
N
T
E
R
M
O
N
T
P
O
S
T
O
M
E
D
R
G
I
N
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
EXISTING TREE-LINE (TYP)
L
I
N
G
T
O
N
N
WF
#25
WF
#26
WF
#27
WF
#27
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#34
WF
#35
WF
#76
WF
#77
WF
#78
WF
#75
WF
#79
WF
#80
WF
#74
WF
#73
WF
#58
WF
#58
WF
#56
WF
#25
WF
#54
WF
#53
WF
#52
WF
#51
WF
#50
WF
#49
WF
#48
WF
#47
WF
WF
#46
WF
#45
R
E
B
P
O
S
T
232.0
SPOT SHOT
S
P
O
T
229.8
SPOT SHOT
230.3
SPOT SHOT
230.6
SPOT SHOT
230.8
SPOT SHOT
230.3
SPOT SHOT
230.1
SPOT SHOT
232.4
SPOT SHOT
S
P
O
T
S
P
O
T
231.2
SPOT SHOT
230.5
SPOT SHOT
231.4
SPOT SHOT
231.3
SPOT SHOT
231.8
SPOT SHOT
231.9
SPOT SHOT
231.5
SPOT SHOT
S
P
O
T
231.7
SPOT SHOT
S
P
O
T
232.9
SPOT SHOT
231.5
SPOT SHOT
232.0
SPOT SHOT
231.6
SPOT SHOT
232.0
SPOT SHOT
233.3
SPOT SHOT
231.9
SPOT SHOT
231.4
SPOT SHOT
233.3
SPOT SHOT
231.8
SPOT SHOT
APPROXIMATE
EXISTING SILT
FENCE (TYP)
APPROXIMATE
EXISTING SILT
FENCE (TYP)
(FROM AERIAL SOURCES)
SURVEYED OCTOBER 8, 2024
CONTROL POINT AVAILABLE
LIMITS OF INLAND WETLANDS
APPROXIMATE EXISTING SILT FENCE
APPROXIMATE LOCATION OF SHALLOW TEST PIT
REPORTING DEPTH OF TOPSOIL
LABEL OF LOCATION OF COORDINATE
LIMIT OF FIELD PLAY AREA
LIMIT OF FIELD MARGIN
PROPERTY LINE
DISPLAYED IN FIELD POINT DATA TABLE
SPOT ELEVATION FIELD
EXISTING CONTOUR
LEGEND
9"
231.7
SPOT SHOT
WF
#75
FIELD POINT DATA
Point Northing Easting Elevation Description
1625 878,759.00 1,076,874.65 230.51 CORNER FIELD #4
1626 878,533.03 1,077,115.15 230.51 CORNER FIELD #4
1627 878,369.05 1,076,961.08 231.08 CORNER FIELD #4
1628 878,595.02 1,076,720.58 231.08 CORNER FIELD #4
1629 878,780.20 1,076,873.99 230.29 CORNER FIELD #4 MARGIN
1630 878,533.69 1,077,136.35 230.29 CORNER FIELD #4 MARGIN
1631 878,340.56 1,076,954.90 230.82 CORNER FIELD #4 MARGIN
1632 878,587.07 1,076,692.53 230.82 CORNER FIELD #4 MARGIN
1646 878,564.02 1,076,917.87 232.20 CENTER OF FIELD
1649 878,572.14 1,077,127.14 CENTER LEACHING CB
229.50
FENCE (TYP)
TOPSOIL
STOCKPILE
1203020 60
1 inch = 30 feet
GRAPHIC SCALE
TOPSOIL
STOCKPILE
CONTROL POINT 51
N:878,230.63
E:1,077,028.73
ELEV:231.94
REBAR #51
CONTROL POINT 52
N:878,793.38
E:1,077,094.15
ELEV:229.89
LANDMARK REBAR
CONTROL POINT 53
N:878,750.21
E:1,076,584.91
ELEV:231.10
LANDMARK REBAR
BID SET
WINDERMERE FIELDS
FIELD #4
E
W
T
O
L
A
V
F
O
N
N
O
R
E
N
C
I
S
T U
C
N
N
E
C
T
O
30 PARK PLACE, VERNON, CT 06066
ENGINEERING DEPARTMENT
TOWN OF VERNON
SCALE:
FILE:
1"=30' DATE: MAY 5, 2026 SHEET:
2 0F 6
ENGINEERING\PARKS & REC\WINDERMERE FIELDS\DWGS\
:\ENGINEERING\PARKS & REC\WINDERMERE FIELDS\SOCCER FIELDS.CRD
FIELD #4 GRADING PLAN FOR BIDDING MAY 5, 2026.DWG
AREA TOPSOIL TO BE STRIPPED,
STOCKPILED, & SCREENED
EXISTING TREE-LINE (TYP)
N
V
E
V
C
N
V
E
S
T
M
E
N
C
N
T
O
R
U
N
D
O
M
IN
S
O
C
IA
T
IO
N
IN
C
IS
LA
N
T
E
R
N
N
O
O
R
H
O
C
K
A
N
U
M
R
I
V
E
R
H
O
C
K
A
N
U
M
R
I
V
E
R
V
E
R
R
E
B
A
R
A
L
O
N
G
V
E
R
N
T
E
R
M
O
N
T
P
O
S
T
O
M
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
EXISTING TREE-LINE (TYP)
L
I
N
G
T
O
N
N
WF
#26
WF
#27
WF
#27
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#34
WF
#35
WF
#76
WF
#77
WF
#78
WF
#75
WF
#79
WF
#80
WF
#74
WF
#73
WF
#58
WF
#58
WF
#56
WF
#25
WF
#54
WF
#53
WF
#52
WF
#51
WF
#50
WF
#49
WF
#48
WF
#47
WF
WF
#46
WF
#45
R
E
B
P
O
S
T
232.0
SPOT SHOT
S
P
O
T
229.8
SPOT SHOT
230.3
SPOT SHOT
230.6
SPOT SHOT
230.8
SPOT SHOT
230.3
SPOT SHOT
230.1
SPOT SHOT
232.4
SPOT SHOT
S
P
O
T
S
P
O
T
231.2
SPOT SHOT
230.5
SPOT SHOT
231.4
SPOT SHOT
231.3
SPOT SHOT
231.8
SPOT SHOT
231.9
SPOT SHOT
231.5
SPOT SHOT
S
P
O
T
231.7
SPOT SHOT
S
P
O
T
232.9
SPOT SHOT
231.5
SPOT SHOT
232.0
SPOT SHOT
231.6
SPOT SHOT
232.0
SPOT SHOT
233.3
SPOT SHOT
231.9
SPOT SHOT
231.4
SPOT SHOT
233.3
SPOT SHOT
231.8
SPOT SHOT
APPROXIMATE
EXISTING SILT
FENCE (TYP)
APPROXIMATE
EXISTING SILT
FENCE (TYP)
ALL TOPSOIL STRIPPED,
STOCKPILED AND SCREENED
3.5 ACRES±
AREA TO HAVE
FIELD POINT DATA
Point Northing Easting Elevation Description
1625 878,759.00 1,076,874.65 230.51 CORNER FIELD #4
1626 878,533.03 1,077,115.15 230.51 CORNER FIELD #4
1627 878,369.05 1,076,961.08 231.08 CORNER FIELD #4
1628 878,595.02 1,076,720.58 231.08 CORNER FIELD #4
1629 878,780.20 1,076,873.99 230.29 CORNER FIELD #4 MARGIN
1630 878,533.69 1,077,136.35 230.29 CORNER FIELD #4 MARGIN
1631 878,340.56 1,076,954.90 230.82 CORNER FIELD #4 MARGIN
1632 878,587.07 1,076,692.53 230.82 CORNER FIELD #4 MARGIN
1646 878,564.02 1,076,917.87 232.20 CENTER OF FIELD
1649 878,572.14 1,077,127.14 229.50 CENTER LEACHING CB
(FROM AERIAL SOURCES)
SURVEYED OCTOBER 8, 2024
CONTROL POINT AVAILABLE
LIMITS OF INLAND WETLANDS
APPROXIMATE EXISTING SILT FENCE
APPROXIMATE LOCATION OF SHALLOW TEST PIT
REPORTING DEPTH OF TOPSOIL
LABEL OF LOCATION OF COORDINATE
LIMIT OF FIELD PLAY AREA
LIMIT OF FIELD MARGIN
PROPERTY LINE
DISPLAYED IN FIELD POINT DATA TABLE
SPOT ELEVATION FIELD
EXISTING CONTOUR
LEGEND
9"
231.7
SPOT SHOT
WF
#75
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
9"
11"
9"
11"
9"
11"
11"
20"
12"
11"
APPROXIMATE
LOCATION OF
TEST PITS
OCT. 9, 2024
DEPTH OF TOPSOIL
TYP.
APPROXIMATE
LOCATION OF
TEST PITS
OCT. 9, 2024
DEPTH OF TOPSOIL
TYP.
FENCE (TYP)
1203020 60
1 inch = 30 feet
GRAPHIC SCALE
PROPOSED
LEACHING
CATCH BASIN
TF = 229.5±
CONTROL POINT 51
N:878,230.63
E:1,077,028.73
ELEV:231.94
REBAR #51
CONTROL POINT 52
N:878,793.38
E:1,077,094.15
ELEV:229.89
LANDMARK REBAR
CONTROL POINT 53
N:878,750.21
E:1,076,584.91
ELEV:231.10
LANDMARK REBAR
BID SET
WINDERMERE FIELDS
FIELD #4
E
W
T
O
L
A
V
F
O
N
N
O
R
E
N
C
I
S
T U
C
N
N
E
C
T
O
30 PARK PLACE, VERNON, CT 06066
ENGINEERING DEPARTMENT
TOWN OF VERNON
SCALE:
FILE:
1"=30' DATE: MAY 5, 2026 SHEET:
3 0F 6
ENGINEERING\PARKS & REC\WINDERMERE FIELDS\DWGS\
:\ENGINEERING\PARKS & REC\WINDERMERE FIELDS\SOCCER FIELDS.CRD
FIELD #4 GRADING PLAN FOR BIDDING MAY 5, 2026.DWG
FIELD #4 SUBGRADE GRADING
EXISTING TREE-LINE (TYP)
N
V
E
V
C
N
V
E
S
T
M
E
N
C
N
T
O
R
U
N
D
O
M
IN
S
O
C
IA
T
IO
N
IN
C
IS
LA
N
T
E
R
N
N
O
O
R
H
O
C
K
A
N
U
M
R
I
V
E
R
H
O
C
K
A
N
U
M
R
I
V
E
R
V
E
R
R
E
B
A
R
A
L
O
N
G
V
E
R
N
T
E
R
M
O
N
T
P
O
S
T
O
M
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
EXISTING TREE-LINE (TYP)
L
I
N
G
T
O
N
N
WF
#26
WF
#27
WF
#27
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#34
WF
#35
WF
#76
WF
#77
WF
#78
WF
#75
WF
#79
WF
#80
WF
#74
WF
#73
WF
#58
WF
#58
WF
#56
WF
#25
WF
#54
WF
#53
WF
#52
WF
#51
WF
#50
WF
#49
WF
#48
WF
#47
WF
WF
#46
WF
#45
R
E
B
P
O
S
T
232.0
SPOT SHOT
S
P
O
T
229.8
SPOT SHOT
230.3
SPOT SHOT
230.6
SPOT SHOT
230.8
SPOT SHOT
230.3
SPOT SHOT
230.1
SPOT SHOT
232.4
SPOT SHOT
S
P
O
T
S
P
O
T
231.2
SPOT SHOT
230.5
SPOT SHOT
231.4
SPOT SHOT
231.3
SPOT SHOT
231.8
SPOT SHOT
231.9
SPOT SHOT
231.5
SPOT SHOT
S
P
O
T
231.7
SPOT SHOT
S
P
O
T
232.9
SPOT SHOT
231.5
SPOT SHOT
232.0
SPOT SHOT
231.6
SPOT SHOT
232.0
SPOT SHOT
233.3
SPOT SHOT
231.9
SPOT SHOT
231.4
SPOT SHOT
233.3
SPOT SHOT
231.8
SPOT SHOT
APPROXIMATE
EXISTING SILT
FENCE (TYP)
APPROXIMATE
EXISTING SILT
FENCE (TYP)
Point Northing Easting Elevation Description
1625 878,759.00 1,076,874.65 230.51 CORNER FIELD #4
1626 878,533.03 1,077,115.15 230.51 CORNER FIELD #4
1627 878,369.05 1,076,961.08 231.08 CORNER FIELD #4
1628 878,595.02 1,076,720.58 231.08 CORNER FIELD #4
1629 878,780.20 1,076,873.99 230.29 CORNER FIELD #4 MARGIN
1630 878,533.69 1,077,136.35 230.29 CORNER FIELD #4 MARGIN
1631 878,340.56 1,076,954.90 230.82 CORNER FIELD #4 MARGIN
1632 878,587.07 1,076,692.53 230.82 CORNER FIELD #4 MARGIN
1646 878,564.02 1,076,917.87 232.20 CENTER OF FIELD
1649 878,572.14 1,077,127.14 229.50 CENTER LEACHING CB
FIELD POINT DATA
S
P
E
V
S
U
B
G
R
A
D
E
.5
S
P
E
V
S
U
B
G
R
A
D
E
.5
S
P
E
V
S
U
B
G
R
A
D
E
.5
S
P
E
V
S
U
B
G
R
A
D
E
.0
S
P
E
V
S
U
B
G
R
A
D
E
.0
S
P
E
V
S
U
B
G
R
A
D
E
.0
S
P
E
V
S
U
B
G
R
A
D
E
1.4
S
P
E
V
S
U
B
G
R
A
D
E
1.4
S
P
E
V
S
U
B
G
R
A
D
E
1.4
S
H
A
P
U
B
G
R
A
S
H
A
P
U
B
G
R
A
SUBGRADE
PROPOSED
CONTOUR TYP.
SUBGRADE
PROPOSED
CONTOUR TYP.
SUBGRADE
PROPOSED
CONTOUR TYP.
SUBGRADE
PROPOSED
CONTOUR TYP.
LEVEL SUBGRADE
ALONG CENTER-
LINE
(FROM AERIAL SOURCES)
SURVEYED OCTOBER 8, 2024
CONTROL POINT AVAILABLE
LIMITS OF INLAND WETLANDS
APPROXIMATE EXISTING SILT FENCE
APPROXIMATE LOCATION OF SHALLOW TEST PIT
REPORTING DEPTH OF TOPSOIL
LABEL OF LOCATION OF COORDINATE
LIMIT OF FIELD PLAY AREA
LIMIT OF FIELD MARGIN
PROPERTY LINE
DISPLAYED IN FIELD POINT DATA TABLE
SPOT ELEVATION FIELD
EXISTING CONTOUR
LEGEND
9"
231.7
SPOT SHOT
WF
#75
POSSIBLE
AREA FOR
STOCKPILING
EXCESS
SUBSOIL
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
TOPSOIL
STOCKPILE
TOPSOIL
STOCKPILE
FENCE (TYP)
1203020 60
1 inch = 30 feet
GRAPHIC SCALE
L
E
V
E
L
F
I
N
I
S
H
G
A
D
E
A
I
N
CONTROL POINT 51
N:878,230.63
E:1,077,028.73
ELEV:231.94
REBAR #51
CONTROL POINT 52
N:878,793.38
E:1,077,094.15
ELEV:229.89
LANDMARK REBAR
CONTROL POINT 53
N:878,750.21
E:1,076,584.91
ELEV:231.10
LANDMARK REBAR
EXISTING TREE-LINE (TYP)
N
V
E
V
C
N
V
E
S
T
M
E
N
C
N
T
O
R
U
N
D
O
M
IN
S
O
C
IA
T
IO
N
IN
C
IS
LA
N
T
E
R
N
N
O
O
R
H
O
C
K
A
N
U
M
R
I
V
E
R
H
O
C
K
A
N
U
M
R
I
V
E
R
V
E
R
R
E
B
A
R
A
L
O
N
G
V
E
R
N
T
E
R
M
O
N
T
P
O
S
T
O
M
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
EXISTING TREE-LINE (TYP)
L
I
N
G
T
O
N
N
WF
#26
WF
#27
WF
#27
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#34
WF
#35
WF
#76
WF
#77
WF
#78
WF
#75
WF
#79
WF
#80
WF
#74
WF
#73
WF
#58
WF
#58
WF
#56
WF
#25
WF
#54
WF
#53
WF
#52
WF
#51
WF
#50
WF
#49
WF
#48
WF
#47
WF
WF
#46
WF
#45
R
E
B
P
O
S
T
232.0
SPOT SHOT
S
P
O
T
229.8
SPOT SHOT
230.3
SPOT SHOT
230.6
SPOT SHOT
230.8
SPOT SHOT
230.3
SPOT SHOT
230.1
SPOT SHOT
232.4
SPOT SHOT
S
P
O
T
S
P
O
T
231.2
SPOT SHOT
230.5
SPOT SHOT
231.4
SPOT SHOT
231.3
SPOT SHOT
231.8
SPOT SHOT
231.9
SPOT SHOT
231.5
SPOT SHOT
S
P
O
T
231.7
SPOT SHOT
S
P
O
T
232.9
SPOT SHOT
231.5
SPOT SHOT
232.0
SPOT SHOT
231.6
SPOT SHOT
232.0
SPOT SHOT
233.3
SPOT SHOT
231.9
SPOT SHOT
231.4
SPOT SHOT
233.3
SPOT SHOT
231.8
SPOT SHOT
APPROXIMATE
EXISTING SILT
FENCE (TYP)
APPROXIMATE
EXISTING SILT
FENCE (TYP)
BID SET
WINDERMERE FIELDS
FIELD #4
E
W
T
O
L
A
V
F
O
N
N
O
R
E
N
C
I
S
T U
C
N
N
E
C
T
O
30 PARK PLACE, VERNON, CT 06066
ENGINEERING DEPARTMENT
TOWN OF VERNON
DATE: MAY 5, 2026 SHEET:
4 0F 6
ENGINEERING\PARKS & REC\WINDERMERE FIELDS\DWGS\
:\ENGINEERING\PARKS & REC\WINDERMERE FIELDS\SOCCER FIELDS.CRD
FIELD #4 GRADING PLAN FOR BIDDING MAY 5, 2026.DWG
1"=30'
SCALE:
FINAL GRADING
FIELD POINT DATA
(FROM AERIAL SOURCES)
SURVEYED OCTOBER 8, 2024
CONTROL POINT AVAILABLE
LIMITS OF INLAND WETLANDS
APPROXIMATE EXISTING SILT FENCE
APPROXIMATE LOCATION OF SHALLOW TEST PIT
REPORTING DEPTH OF TOPSOIL
LABEL OF LOCATION OF COORDINATE
LIMIT OF FIELD PLAY AREA
LIMIT OF FIELD MARGIN
PROPERTY LINE
DISPLAYED IN FIELD POINT DATA TABLE
SPOT ELEVATION FIELD
EXISTING CONTOUR
LEGEND
9"
231.7
SPOT SHOT
WF
#75
POSSIBLE
AREA FOR
STOCKPILING
EXCESS
SUBSOIL
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
TOPSOIL
STOCKPILE
TOPSOIL
STOCKPILE
Point Northing Easting Elevation Description
1625 878,759.00 1,076,874.65 230.51 CORNER FIELD #4
1626 878,533.03 1,077,115.15 230.51 CORNER FIELD #4
1627 878,369.05 1,076,961.08 231.08 CORNER FIELD #4
1628 878,595.02 1,076,720.58 231.08 CORNER FIELD #4
1629 878,780.20 1,076,873.99 230.29 CORNER FIELD #4 MARGIN
1630 878,533.69 1,077,136.35 230.29 CORNER FIELD #4 MARGIN
1631 878,340.56 1,076,954.90 230.82 CORNER FIELD #4 MARGIN
1632 878,587.07 1,076,692.53 230.82 CORNER FIELD #4 MARGIN
1646 878,564.02 1,076,917.87 232.20 CENTER OF FIELD
1649 878,572.14 1,077,127.14 229.50 CENTER LEACHING CB
TO HAVE 10" OF
TOPSOIL APPLIED
HATCHED AREA
PROPOSED
LEACHING
CATCH BASIN
TF = 229.5±
FENCE (TYP)
1203020 60
1 inch = 30 feet
GRAPHIC SCALE
CONTROL POINT 51
N:878,230.63
E:1,077,028.73
ELEV:231.94
REBAR #51
CONTROL POINT 52
N:878,793.38
E:1,077,094.15
ELEV:229.89
LANDMARK REBAR
CONTROL POINT 53
N:878,750.21
E:1,076,584.91
ELEV:231.10
LANDMARK REBAR
EXISTING TREE-LINE (TYP)
NOTE:
PER THE TOWN OF ELLINGTO
N WETLANDS APPROVAL
GRANTED ON JULY 13, 2020
"AREA OF POORLY
AND VERY POORLY DRAINED
WETLANDS SOILS EAST
AND SOUTH OF FIELD #4 TO
BE SEEDED WITH
WETLANDS SEED MIX AND M
OWED YEARLY IN LATE
FALL OR LATE WINTER/EARL
Y SPRING".
N
V
E
V
C
N
V
E
S
T
M
E
N
C
N
T
O
R
U
N
D
O
M
IN
S
O
C
IA
T
IO
N
IN
C
IS
LA
N
T
E
R
N
N
O
O
R
H
O
C
K
A
N
U
M
R
I
V
E
R
H
O
C
K
A
N
U
M
R
I
V
E
R
V
E
R
R
E
B
A
R
A
L
O
N
G
V
E
R
N
T
E
R
M
O
N
T
P
O
S
T
O
M
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
E
R
G
I
N
EXISTING TREE-LINE (TYP)
L
I
N
G
T
O
N
N
WF
#26
WF
#27
WF
#27
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#34
WF
#35
WF
#76
WF
#77
WF
#78
WF
#75
WF
#79
WF
#80
WF
#74
WF
#73
WF
#58
WF
#58
WF
#56
WF
#25
WF
#54
WF
#53
WF
#52
WF
#51
WF
#50
WF
#49
WF
#48
WF
#47
WF
WF
#46
WF
#45
R
E
B
P
O
S
T
232.0
SPOT SHOT
S
P
O
T
229.8
SPOT SHOT
230.3
SPOT SHOT
230.6
SPOT SHOT
230.8
SPOT SHOT
230.3
SPOT SHOT
230.1
SPOT SHOT
232.4
SPOT SHOT
S
P
O
T
S
P
O
T
231.2
SPOT SHOT
230.5
SPOT SHOT
231.4
SPOT SHOT
231.3
SPOT SHOT
231.8
SPOT SHOT
231.9
SPOT SHOT
231.5
SPOT SHOT
S
P
O
T
231.7
SPOT SHOT
S
P
O
T
232.9
SPOT SHOT
231.5
SPOT SHOT
232.0
SPOT SHOT
231.6
SPOT SHOT
232.0
SPOT SHOT
233.3
SPOT SHOT
231.9
SPOT SHOT
231.4
SPOT SHOT
233.3
SPOT SHOT
231.8
SPOT SHOT
APPROXIMATE
EXISTING SILT
FENCE (TYP)
APPROXIMATE
EXISTING SILT
FENCE (TYP)
BID SET
WINDERMERE FIELDS
FIELD #4
E
W
T
O
L
A
V
F
O
N
N
O
R
E
N
C
I
S
T U
C
N
N
E
C
T
O
30 PARK PLACE, VERNON, CT 06066
ENGINEERING DEPARTMENT
TOWN OF VERNON
DATE: MAY 5, 2026 SHEET:
5 0F 6
ENGINEERING\PARKS & REC\WINDERMERE FIELDS\DWGS\
:\ENGINEERING\PARKS & REC\WINDERMERE FIELDS\SOCCER FIELDS.CRD
FIELD #4 GRADING PLAN FOR BIDDING MAY 5, 2026.DWG
AND FERTILIZED
NOT IN CONTRACT
PROPOSED GATED GRAVEL
MAINTENANCE AND EMERGENCY
ACCESS DRIVEWAY
NOT IN CONTRACT
1"=30'
SCALE:
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
AREA TO BE SEEDED
AREA = 4 ACRES±
FIELD POINT DATA
POSSIBLE
AREA FOR
STOCKPILING
EXCESS
SUBSOIL
(FROM AERIAL SOURCES)
SURVEYED OCTOBER 8, 2024
CONTROL POINT AVAILABLE
LIMITS OF INLAND WETLANDS
APPROXIMATE EXISTING SILT FENCE
APPROXIMATE LOCATION OF SHALLOW TEST PIT
REPORTING DEPTH OF TOPSOIL
LABEL OF LOCATION OF COORDINATE
LIMIT OF FIELD PLAY AREA
LIMIT OF FIELD MARGIN
PROPERTY LINE
DISPLAYED IN FIELD POINT DATA TABLE
SPOT ELEVATION FIELD
EXISTING CONTOUR
LEGEND
9"
231.7
SPOT SHOT
WF
#75
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
STOCKPILE
TAILINGS FROM
SCREENING
Point Northing Easting Elevation Description
1625 878,759.00 1,076,874.65 230.51 CORNER FIELD #4
1626 878,533.03 1,077,115.15 230.51 CORNER FIELD #4
1627 878,369.05 1,076,961.08 231.08 CORNER FIELD #4
1628 878,595.02 1,076,720.58 231.08 CORNER FIELD #4
1629 878,780.20 1,076,873.99 230.29 CORNER FIELD #4 MARGIN
1630 878,533.69 1,077,136.35 230.29 CORNER FIELD #4 MARGIN
1631 878,340.56 1,076,954.90 230.82 CORNER FIELD #4 MARGIN
1632 878,587.07 1,076,692.53 230.82 CORNER FIELD #4 MARGIN
1646 878,564.02 1,076,917.87 232.20 CENTER OF FIELD
1649 878,572.14 1,077,127.14 229.50 CENTER LEACHING CB
PROPOSED
LEACHING
CATCH BASIN
TF = 229.5±
BID SET
WINDERMERE FIELDS
FIELD #4
E
W
T
O
L
A
V
F
O
N
N
O
R
E
N
C
I
S
T U
C
N
N
E
C
T
O
30 PARK PLACE, VERNON, CT 06066
ENGINEERING DEPARTMENT
TOWN OF VERNON
SCALE:
FILE:
N.T.S. DATE: MAY 5, 2026 SHEET:
6 0F 6
ENGINEERING\PARKS & REC\WINDERMERE FIELDS\DWGS\
:\ENGINEERING\PARKS & REC\WINDERMERE FIELDS\SOCCER FIELDS.CRD
FIELD #4 GRADING PLAN FOR BIDDING MAY 5, 2026.DWG
NOTES & DETAILS
THEN GRATE TO BE REPLACED.
FILTER FABRIC TO BE PLACED UNDER GRATE,
CATCH BASIN GRATE TO BE LIFTED,
TO PREVENT SEDIMENTATION OF DRAINAGE STRUCTURES:
CATCH BASIN (FILTER FABRIC TYPE)
SEDIMENTATION CONTROL DETAIL
(NOT TO SCALE)
TO EXTEND TO EDGE OF
EDGE OF FILTER FABRIC
CATCH BASIN FRAME
(MINIMUM)
PLAN
SECTION
3' MIN.
TWO 2"x2" STAKES PER BALE
BARRIER FOR CATCH BASINS
HAY BALE SILTATION
ELEVATION VIEW
(NOT TO SCALE)
PLAN VIEW
FINISHED
GRADE
EMBED
4"
BASIN
CATCH
HAY BALES
S
L
O
P
E
S
L
O
P
E
4" TOPSOIL
FINISH GRADE
ROUND GRATED COVER
FILTER FABRICGRAVEL FILL 1' MIN.
RISER
2" WASHED STONE
LEACHING CATCH BASIN DETAIL
NOT TO SCALE
6' DIAMETER X 4' DEEP ROUND DRY WELL
1' WIDE MIN.
FILTER FABRIC
GRAVEL FILL 1' MIN.
GENERAL NOTES:
1. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS FOR “CALL BEFORE YOU DIG”.
2. THE CONTRACT SHALL SUPPLY 24 HOUR CONTACT INFORMATION FOR THE RESPONSIBLE FOREMAN
TO THE TOWN OF VERNON ENGINEERING DEPARTMENT.
3. ALL WORK SHALL COMPLY WITH THE PROJECT SPECIFICATIONS OR AS RECITED IN THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS,
BRIDGES, FACILITIES, AND INCIDENTAL CONSTRUCTION FORM 819 2024 WITH SUPPLEMENTS JULY
2025 AS MAY BE AMENDED.
4. THE CONTRACTOR SHALL GIVE ONE WEEK NOTICE BEFORE PROCEEDING.
5. THE CONTRACTOR WILL CONTACT MARTIN SITLER, PARKS AND RECREATION DIRECTOR AT
860-870-3162 TO SCHEDULE A MANDATORY PRE-CONSTRUCTION MEETING.
6. THIS IS A NET ZERO PROJECT MEANING THAT NO MATERIALS MAY BE IMPORTED OR EXPORTED TO
THE SITE BY THE CONTRACTOR EXCEPT FOR THE MATERIALS NECESSARY FOR THE INSTALLATION OF
THE LEACHING CATCH BASIN.
7. ALL WORK IS TO BE DONE DURING DRY PERIODS. ALL WORK IS TO BE SUSPENDED DURING AND 24
HOURS AFTER OF ANY RAIN EVENT.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAY-OUT.
9. IF THE CONTRACTOR ENCOUNTERS UNFORESEEN CONDITIONS OR REQUIRES ANY CLARIFICATION
OF THE PLANS OR SPECIFICATIONS, THEY MUST IMMEDIATELY CONTACT MARTIN SITLER, PARKS
AND RECREATION DIRECTOR AT 860-870-3162 OR THE VERNON ENGINEERING DEPARTMENT AT
860-870-3664.
10. TAILINGS FROM TOPSOIL SCREENING OPERATIONS ARE TO BE STOCKPILED IN ONE OR TWO LOCATIONS FOR FUTURE REMOVAL BY THE TOWN OF VERNON. THE TAILINGS STOCKPILE(S) SHALL
BE PROTECTED WITH SILT FENCING.
11. ROLLING OF THE SUB-GRADE OR TOPSOIL SHALL NOT BE PERMITTED.
12. AFTER SHAPING AND GRADING, ALL TRUCKS AND OTHER EQUIPMENT SHALL BE EXCLUDED TO
PREVENT EXCESSIVE COMPACTION.
13. THE CONTRACT SHALL PERFORM SUCH WORK AS REQUIRED TO PROVIDE A FRIABLE SURFACE FOR
SEED GERMINATION AND PLANT GROWTH PRIOR TO SEEDING.
14. ALL GRASS SEEDING SHALL BE DONE UTILIZING A SLIT SEEDER OR GRASS DRILL. NO BROADCAST
SEEDING OR HYDRO SEEDING SHALL BE ALLOWED.
15. ALL OSHA REQUIREMENTS INCLUDING PROVIDING TEMPORARY ON SITE TOILET FACILITIES SHALL
BE MET.
16. THE HOURS OF OPERATION SHALL BE LIMITED TO 7 AM TO 5 PM MONDAY THROUGH FRIDAY AND
7 AM TO 1 PM ON SATURDAYS. NO WORK SHALL BE PERMITTED ON SUNDAYS OR LEGAL HOLIDAYS.
CONSTRUCTION SEQUENCE:
1. PLACE CBYD REQUEST.
2. CONDUCT THE PRE-CONSTRUCTION MEETING.
3. LAYOUT ROUGH AREA OF SOIL STRIPPING.
4. STRIP AND STOCKPILE TOPSOIL.
5. INSTALL LEACHING CATCH BASIN AND INLET SEDIMENTATION PROTECTION MEASURES.
6. GRADE SUB-GRADE TO 10" BELOW FINAL GRADES. ANY EXCESS SUB-GRADE MATERIALS SHALL BE
STOCKPILED AS SHOWN. IF ADDITIONAL MATERIAL IS NECESSARY IT CAN BE TAKEN FROM THE
STRIPPED AREA.
7. SCREEN TOPSOIL TO THREE-QUARTERS (3
4) INCH MINUS.
8. SPREAD TOPSOIL IN ONE LIFT.
9. APPLY SOIL AMENDMENTS PER PROJECT SPECIFICATIONS. TILL AMENDMENTS INTO TOPSOIL.
10. FINE GRADE FIELD, FIELD MARGIN, AND ADJACENT AREAS.
11. PLANT GRASS PER PROJECT SPECIFICATIONS.
SEE DETAIL
FRAME AND COVER DETAIL
DRY WELL DETAIL
- OR EQUAL -
- OR EQUAL -
NOTE: OTHER SHAPES OF SIMILAR SIZE
MAY BE SUBSTITUTED
SOIL AMENDMENTS (FERTILIZER):
20-10-10 @ 220 POUNDS PER ACRE
0-0-50 @ 150 POUNDS PER ACRE
GRASS SEED:
- LESCO SUN & SHADE PARK MIXTURE OR EQUAL** @ 220 POUNDS PER ACRE
% PURE SEED COMPONENTS %GERMINATION ORIGIN
33% FOXFIRE 2 CREEPING RED FESCUE 85 OR
33% JERSEY KENTUCKY BLUEGRASAS 85 WA
33% ALIGN II PERENNIAL RYEGRASS 90 OR
NOXIOUS WEED SEED PER LB: NONE
**EQUAL GRASS SEED MIXTURES MUST BE APPROVED BY THE DIRECTOR OF PARKS AND RECREATION
- PLUS A SEPERATE APPLICATION OF ANNUAL RYE GRASS @ 30 POUNDS PER ACRE
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File details come from the government source that posted it. Updated .