HomeMy WebLinkAbout2023-12-15_Wetlands_Submission_Wed_Dec_20_2023_08-13-23CCCC CCSASATT SA T
C SA TTTTTTTTTTSASASASASASASASASACCCCCCCCCCC
SITE PLAN LEGEND
CHAIN LINK FENCE
STORM PIPE
WALL
PROPOSED CONTOUR
SYNTHETIC TURF FIELD
ASPHALT
STONE PATHWAY
SCREENING TREE
ATHLETIC FIELD LIGHT POLE
SPOT GRADE
CONCRETE
312
54
(78 SEATS)
Tennis Courts
Basketball Court
Paved
Parking Lot
100
'
U
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N
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PROJECT VICINITY MAP:
APPLICANT
SOUTH WINDSOR PUBLIC SCHOOLS
1737 MAIN STREET
SOUTH WINDSOR, CONNECTICUT 06074
NAME TITLE
TITLE SHEET
EX SITE PLAN - EXISTING CONDITIONS
SP 1-2 SITE DEVELOPMENT PLAN
D-1 - D-4 SITE DETAILS
0'100'200'
SCALE 1" =200'
0 1/2"1"
Know what's below.
before you dig.Call
R
www.cbyd.com
LOCATION MAP
SCALE: 1"=1000'
PREPARED BY:
NOTES
CONSTRUCTION SEQUENCE
SOUTH WINDSOR, CONNECTICUT
SOUTH WINDSOR HIGH SCHOOL
SYNTHETIC TURF FIELD AND
161 NEVERS ROAD
DECEMBER 15, 2023
903 N OPDYKE ROAD SUITE A1
AUBURN HILLS, MI 482326
248-977-4388
CEH ENGINEERING AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
SYNTHETIC
TURF FIELD
SITE
TENNIS
COURTS
SITE TENNIS COURT DEVELOPMENT
SOUTH
WINDSOR
HIGH
SCHOOL
GENERAL CONTRACTOR:
OWNER:
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CONNECTICUT 06074
TP 3
TP 1
TP 2
TP 5
TP 4
12
"
D
I
8" CI
TF=169.37
INV.=160.49
TF=181.81
INV.=174.71 (IN)
INV.=171.70 (OUT)
8" DIA.
S=3.50%
180
W
W
W
W
W
W
E
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E
W
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#
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#
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0
6
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PLAYGROUND
TENNIS COURTS
BASKETBALL
COURT
LA
W
N
ASPHALTPARKING
N.F.
SHIMJITH ALIKOYA
#36 GRAHAM ROAD
Deed Vol. 2565, Pg. 292 S.W.L.R.
TENNIS COURTS
A
Y
E
R
S
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O
A
D
N.F.
BRIAN M. & DANIELLE E. BENTLEY
#14 GRAHAM ROAD
Deed Vol. 2474, Pg. 346 S.W.L.R.
N.F.
KIM HAMM
#6 GRAHAM ROAD
Deed Vol. 2874, Pg. 342 S.W.L.R.
N.F.
SHANNON B. & HEATH A. CARLSON
#63 MOUNTAIN VIEW ROAD
Deed Vol. 2945, Pg. 193 S.W.L.R.
N.F.
ERIK HILL
#64 MOUNTAIN VIEW ROAD
Deed Vol. 2084, Pg. 277 S.W.L.R.
FH
DUGOUT
D
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A
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PL
A
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CHAIN LINK FENCE
CHAIN LINK FENCE
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LAND
SHED
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SUNSET TER.
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ASPHA
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.
BRICK
BUILDING
BRICK
BUILDING
TENNIS COURTS
STAIRWELL
EDGE OF ASPHALT
EDGE OF ASPHALT
ASPHALTPARKING ASPHALT
A
S
P
H
A
L
T
W
A
L
K
A
S
P
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A
L
T
W
A
L
K
ASPHALT
AS
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A
L
T
C
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B
ASPHALT CURBASPHALT CURB
ASPHALTPARKING
ASP
H
A
L
T
C
U
R
B
CONC. WALK BRICK WALKFP
MOUNTAIN VIEW RD
LAWN
LAWN
LAWN
LAWN
EXISTING CONDITIONS LEGEND
PROPERTY LINE
TREE LINE
CHAIN LINK FENCE
EXISTING CONTOUR
WATER LINE
GAS LINE
SEWER LINE
UTILITY POLE
TEST PIT TP
172
EXISTING CONDITIONS NOTES
1.ALL INFORMATION SHOWN IS BASED ON AVAILABLE
MAPPING AND SHOULD BE CONSIDERED APPROXIMATE.
REMOVALS LEGEND
REMOVE AND DISPOSE OF SITE FEATURE
ALTER EXISTING SITE FEATURE TO REMAIN
ALL TOPSOIL TO BE REMAIN ON SITE.
NOTES:
STRIP TOPSOIL TO REMAIN ONSITE
MILL EXISTING PAVEMENT AND
STOCKPILE TO REUSE AS BASE
MATERIAL ON SITE
STRIP AND REMOVE TOPSOIL. STOCKPILE ON
SITE
MILL EXISTING PAVEMENT AND STOCKPILE ON
SITE FOR REUSE
MILL EXISTING PAVEMENT AND STOCKPILE ON
SITE FOR REUSE
REMOVE AND DISPOSE OF ALL EXISTING
FENCING
REMOVE AND DISPOSE OF EXISTING LEAK
OFF
REMOVE AND DISPOSE OF EXISTING LEAK
OFF
INSTALL INLET PROTECTION
REMOVE AND DISPOSE OF ALL EXISTING
FENCING
-REMOVE AND DISPOSE OF ALL LIGHT POLES
-SALVAGE EXISTING FIXTURES AND DELIVER TO OWNER
SHEET
DATE
EX-1
DESIGNED
CEH
SCALE
DRAWN
JDH
S
W
N
E
DECEMBER 15, 2023
1"=30'
SI
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0'15'30'
0 1/2"1"
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
SAWCUT CLEAN EDGE AT ALL PAVEMENT INTERSECTIONS WITH
PROPOSED IMPROVEMENTS
REMOVE CLAY AND STOCKPILE IN PROPOSED
STOCKPILE
CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
PLUM GULLEY BROOK
AS
P
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A
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B
AS
P
H
A
L
T
C
U
R
B
AS
P
H
A
L
T
C
U
R
B
ASPHALT CURB
ASPHALT CURB
ASP
H
A
L
T
C
U
R
B
ASPHALT CURB
A
S
P
H
A
L
T
C
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B
A
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B
C
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C
.
W
A
L
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ASPHAL
T
C
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B
ASPHALT CURB
ASPHALT CURB
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A
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A
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LP
MHRIM=168.97
MHRIM=168.83
MHRIM=168.35
MH
RIM=169.24
MH
RIM=165.09
MHRIM=163.74
MHRIM=163.60
MHRIM=168.21
MHRIM=165.34
FH
CBGR=166.66
CBGR=161.57INV=158.97(E)OUT=158.97(W)
CBGR=164.64
CBGR=164.48
CBGR=162.85
CBGR=162.58
CBGR=162.95
CBGR=165.83
CBGR=166.84
CBGR=169.04
CBGR=170.82
CB
GR=170.55
"DWS"
"DWS"
UPFRNT #3059
MH
RIM=173.25
MHRIM=170.68
MHRIM=171.08
LP
WV
CBGR=164.72
CBGR=162.52
12"RCPINV=157.80
24"RCPINV=161.40
ASPHA
L
T
W
A
L
K
CONCRETE WALK
LAWN
LAWN
LA
W
N
CONC.
72"RCPINV=159.48
12"RCPINV=161.59
12"RCPINV=161.82
BOT. CULV.
=154.76
BR
I
C
K
BU
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BR
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BU
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D
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N
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N.F.
LESLIE M. COLLINS
PLUM GULLEY BROOK
TP 7
TP 6
ASPHALT CURB
ASPHALT CURB
ASPHALT CURB
AS
P
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A
L
T
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B
AS
P
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A
L
T
C
U
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B
CH
A
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N
K
F
E
N
C
E
C
H
A
I
N
L
I
N
K
F
E
N
C
E
CHAIN LINK FENCE
NEVERS ROAD
CHAIN
L
I
N
K
F
E
N
C
E
MHRIM=167.00
WV WV
WV
WV
CBGR=167.13
CBGR=166.55
C
H
A
I
N
L
I
N
K
F
E
N
C
E
SHED
SHE
D
UP
SHED
LP
LP
LP
CONCRETE WALK
A
S
P
H
A
L
T
W
A
L
K
LAWN
CONC.
ASPHALT CURB
10
0
'
U
P
L
A
N
D
R
E
V
I
E
W
A
R
E
A
10
0
'
U
P
L
A
N
D
R
E
V
I
E
W
A
R
E
A
EXISTING CONDITIONS LEGEND
PROPERTY LINE
TREE LINE
CHAIN LINK FENCE
EXISTING CONTOUR
WATER LINE
GAS LINE
SEWER LINE
UTILITY POLE
TEST PIT TP
172
EXISTING CONDITIONS NOTES
1.ALL INFORMATION SHOWN IS BASED ON AVAILABLE
MAPPING AND SHOULD BE CONSIDERED APPROXIMATE.
S
W
N
E
0'15'30'
0 1/2"1"
1.ALL INFORMATION SHOWN IS BASED ON AVAILABLE
MAPPING AND SHOULD BE CONSIDERED APPROXIMATE.
NOTES:
SHEET
DATE
EX-2
DESIGNED
CEH
SCALE
DRAWN
JDH
DECEMBER 15, 2023
1"=30'
SI
T
E
P
L
A
N
-
E
X
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C
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S
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A
D
REMOVALS LEGEND
REMOVE AND DISPOSE OF SITE FEATURE
ALTER EXISTING SITE FEATURE TO REMAIN
ALL TOPSOIL TO BE REMAIN ON SITE.
NOTES:
STRIP TOPSOIL TO REMAIN ONSITE
MILL EXISTING PAVEMENT AND
STOCKPILE TO REUSE AS BASE
MATERIAL ON SITE
STRIP AND REMOVE TOPSOIL. STOCKPILE ON
SITE
REMOVE AND DISPOSE OF EXISTING FENCING
AND CONCRETE PADS
STRIP AND REMOVE TOPSOIL. STOCKPILE ON
SITE
REMOVE AND DISPOSE OF EXISTING FENCING
AND CONCRETE PADS
REMOVE AND DISPOSE OF EXISTING FENCING
AND CONCRETE PADS
REMOVE AND DISPOSE OF EXISTING FENCING
AND CONCRETE PADS
INLET PROTECTION
(TYPICAL)
APPROXIMATE LOCATION OF EXISTING
WATERCOURSE
APPROXIMATE LOCATION OF100' UPLAND
REVIEW AREA FOR EXISTING WATER COURSE
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
CCCC CCSASATT SA T
C SA TTTTTTTTTTSASASASASASASASASACCCCCCCCCCC
192.50
191.50
187.20
188.20
191.20
188.00 188.00 188.00
188.20
188.00
188.20188.20
188.70
188.20
188.80
189.50 189.60
190.60190.50
190.30190.00
189.30
189.00
185.00
E
E
182.20
182.50
180.00
177.50
175.00
E
E
TP 3
TP 1
TP 2
TP 5
TP 4
12
"
D
I
8" CI
TF=169.37
INV.=160.49
TF=181.81
INV.=174.71 (IN)
INV.=171.70 (OUT)
8" DIA.
S=3.50%
180
W
W
W
W
W
W
E
E
E
W
E E E E
U
P
S
N
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T
#
1
1
7
U
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#
1
1
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N
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#
1
1
9
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P
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N
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T
#
1
2
0
U
P
S
N
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T
#
5
0
6
8
A
Y
E
R
S
R
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A
D
N.F.
SHANNON B. & HEATH A. CARLSON
#63 MOUNTAIN VIEW ROAD
Deed Vol. 2945, Pg. 193 S.W.L.R.
N.F.
ERIK HILL
#64 MOUNTAIN VIEW ROAD
Deed Vol. 2084, Pg. 277 S.W.L.R.
FH
LP
LP
LP
1
2
"
P
V
C
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V
=
1
6
4
.
8
4
LP
LP
LP
LP
LP
LP
M
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4
5
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=
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6
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9
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WV
WV
WV
GV
WA
T
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A
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A
N
S
GM
"
D
W
S
"
A
Y
E
R
S
R
O
A
D
SUNSET TER.
G
U
Y
P
O
L
E
ASPHA
L
T
S
W
A
L
E
V
E
N
T
SCONC.FP
MOUNTAIN VIEW RD
6'
6'
24
'
18
'
9'
12
'
±1
0
7
'
24
0
'
174
178
180
182
186 188
190
192
190
188
188
18
8
186
184
182
18
0
178
176
174
1
7
0
170
17
0
170
174
188
190
S=
0
.
5
0
%
S=
0
.
5
0
%
5'
7'
7'
16
0
'
-
2
0
'
T
A
L
L
B
A
L
L
S
A
F
E
T
Y
N
E
T
T
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16
0
'
-
2
0
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T
A
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B
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SYNTHETIC TURF AREA:
±94,000 S.F.
-STRIPING FOR FOOTBALL,
SOCCER, FIELD HOCKEY, AND
LACROSSE
EMERGENCY ACCESS PATH AND
ACCESSIBLE PARKING SPACES
FULLY PROGRAMMABLE
SCOREBOARD
FUTURE ±300-350 SEAT VISITOR BLEACHER
-SET ON CONCRETE PAD
PAVED ACCESS
TOPSOIL FILL BERM WITH
SCREENING TREES
(TYPICAL OF 9)
±1,000 SEAT BLEACHER WITH PRESS BOX
GRAVEL BELOW BLEACHERS
UPPER CONCRETE PLAZA AREA WITH ADA SEATING
PAVED DRIVEWAY WITH
PARKING AND CURBING
ADA ACCESS PATH TO FIELD
RIP RAP OVERFLOW SPILLWAY
PROPERTY LINE
BEGIN GRAVITY BLOCK
RETAINING WALL
REALIGN INTERSECTION, ADD
NEW ISLANDS, & RESTRIPE
PARKING LOT
NEW PRESS BOX
12" PERFORATED HDPE COLLECTOR PIPE
S=0.50% MIN.
TIE INTO EXISTING STORM STRUCTURE
MAXIMUM 3:1 SLOPE
ATHLETIC FIELD LIGHTING. MAINTAIN MINIMUM 100' FROM
PROPERTY LINE
(TYP. OF 4)
GRAVITY BLOCK RETAINING WALL
-OUTLET DRAIN PIPE TO DAYLIGHT
END GRAVITY BLOCK RETAINING WALL
FLARED END SECTION WITH RIP RAP SPLASH
PAD
CLCB - DRYWELL
T.G.=183.0
INV=181.0
CLCB - DRYWELL
T.G.=188.5
INV=184.5
CLCB
T.G.=189.5
INV=185.5
150' - 12" HDPE
S=0.50% MIN.
280' - 12" HDPE
S=1.00% MIN.
35' - 15" HDPE
S=1.00% MIN.
MAINTAIN / REBUILD
EXISTING CURB CUT
30' - 12" HDPE
S=0.50% MIN.
CLCB
T.F.=164.0
INV.=160.0
100' - 12" HDPE
S=0.50% MIN.
8' GOOSE NECK FOOTBALL GOAL POST
TYPICAL OF 2
INFILTRATION BASIN WITH STONE LINED
BOTTOM
STORM WATER DETENTION BASIN
CLCB - DRYWELL
T.G.=187.2
INV=184.2
SAWCUT CLEAN EDGE
-TYPICAL
GRASSED SWALE WITH STONE INFILTRATION TRENCH
FUTURE CONCESSION
BUILDING
TOPSOIL AND SEED TENNIS COURTS
TRANSITION FROM
PERFORATED PIPE TO SOLID
PROPOSED WALKWAY TO SCHOOL
SPEED HUMP WITH RAISED CROSS WALK
(TYPICAL )
RAISED CROSSWALK
PAVED ACCESS PATH
TO BUILDING
'CERCIS CANADENISIS ' EASTERN REDBUD'
2" CALIPER BALLED AND BURLAP
(TYPICAL OF 9)
4' HT. BLACK VINYL CHAIN LINK
FENCE WITH GATES SURROUNDING
FIELD
TURF BOX FOR ELECTRICAL
TURF BOX FOR ELECTRICAL
SITE LIGHT
(TYP.OF 7)
BIKE RACK
ACCESSIBLE PARKING
SPACES WITH SIGNSWATER SERVICE LINE WITH BOTTLE
AND JUG FILLER
RESTRIPE DRIVEWAY FOR PICK UP
AN DROP OFF LANES
DUMPSTER AREA
-CONCRETE PAD WITH 6' HT. PRIVACY FENCING
FINAL LOCATION FOR WATER SERVICE TO BE
COORDINATED WITH SCHOOL FACILITIES
END PROPOSED FENCE LINE
FINAL LOCATION TO BE FIELD
COORDINATED WITH SCHOOL
EXISTING METER LOCATION TO BE UTILIZED FOR NEW POWER SUPPLY
16
4
16
6
166
164
DRAINAGE
LEAK OFF
SITE PLAN LEGEND
CHAIN LINK FENCE
STORM PIPE
WALL
PROPOSED CONTOUR
SYNTHETIC TURF FIELD
176
175.00
ASPHALT
STONE PATHWAY
SCREENING TREE
ATHLETIC FIELD LIGHT POLE
SPOT GRADE
CONCRETE
SHEET
DATE
SP-1
DESIGNED
CEH
SCALE
DRAWN
JDH
S
W
N
E
DECEMBER 15, 2023
1"=30'
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
P
L
A
N
SO
U
T
H
W
I
N
D
S
O
R
,
C
O
N
N
E
C
T
I
C
U
T
PR
O
P
O
S
E
D
S
Y
N
T
H
E
T
I
C
T
U
R
F
F
I
E
L
D
A
N
D
T
E
N
N
I
S
C
O
U
R
T
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
W
I
N
D
S
O
R
H
I
G
H
S
C
H
O
O
L
AY
E
R
S
R
O
A
D
A
N
D
N
E
V
E
R
S
R
O
A
D
0'15'30'
0 1/2"1"
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
PARKING COUNTS:
EXISTING PARKING ON SITE: 547 SPACES
PROPOSED PLAN CHANGES:
-REDUCTION OF 117 SPACES
-ADDITION OF 170 SPACES
TOTAL PARKING COUNT FOR PROPOSED CONDITIONS:
-600 TOTAL SPACES ON SITE (NET ADDITION OF 53 SPACES)
166.50
166.50
164.80
164.80
162.60
162.60
164.10
164.10
164.90
164.90
162.70
163.90
166.40
166.40
166.40
166.10
166.10
163.90
163.40
163.40
162.70
164
162
GT
D
GT
D
GTD
GT
D
166
PROPOSED POST TENSION
CONCRETE TENNIS COURTS
PAVED PARKING AND WALKWAY AREAS
APPROXIMATE LOCATION OF DRAINAGE SWALE.
RELOCATED THROWING EVENTS
-INSTALL NEW CONCRETE PAD, FRAME AND SHOT PUT SECTOR
-NO EXISTING FIELD ALTERATIONS REQUIRED
POST TENSION CONCRETE PICKLE BALL COURTS (4)
-4' HT. FENCING ALONG LONG SIDES
-8' HT. FENCING ALONG ENDS AND BETWEEN COURTS
PROPOSED STORM WATER DETENTION AREA
END GRAVITY BLOCK
RETAINING WALL
BEGIN GRAVITY BLOCK
RETAINING WALL
ATHLETIC COURT LIGHTING
(TYPICAL)
APPROXIMATE LOCATION OF
EXISTING WATERCOURSE
APPROXIMATE LOCATION 100' UPLAND REVIEW
AREA OF EXISTING WATERCOURSE
GRAVITY BLOCK RETAINING WALL
STONE LINED STORM WATER DEPRESSION WITH
RIPRAP OVERFLOW
EXISTING TREELINE TO REMAIN
(TYPICAL)
STORM WATER INFILTRATION TRENCH
-OUTLET PIPE TO BASIN
STORM WATER INFILTRATION TRENCH
-OUTLET PIPE TO BASIN
STORM WATER INFILTRATION TRENCH
-OUTLET PIPE TO DEPRESSION
10' HT. BLACK VINYL CHAIN LINK FENCE AROUND
COURTS
PAVED ACCESS PAD.
-MATCH LINE AND GRADE OF EXISTING
PAVED ACCESS PAD.
-MATCH LINE AND GRADE OF EXISTING
PAVED WALKWAY AREAS
REMOVE EXISTING FENCING AND INSTALL
NEW LOCKABLE SWING GATE
EXISTING FENCING TO BE REMOVED ALONG SCHOOL
DRIVEWAY. FENCING ALONG ROADWAY TO REMAIN
STRAW WATTLES
(TYPICAL)
STRAW WATTLES
(TYPICAL)
PLUM GULLEY BROOK
AS
P
H
A
L
T
C
U
R
B
AS
P
H
A
L
T
C
U
R
B
AS
P
H
A
L
T
C
U
R
B
ASPHALT CURB
ASPHALT CURB
ASP
H
A
L
T
C
U
R
B
ASPHALT CURB
A
S
P
H
A
L
T
C
U
R
B
A
S
P
H
A
L
T
C
U
R
B
ASPHAL
T
C
U
R
B
ASPHALT CURB
ASPHALT CURB
AS
P
H
A
L
T
C
U
R
B
C
O
L
L
I
N
S
C
R
O
S
S
I
N
G
LP
MHRIM=168.97
MHRIM=168.83
MHRIM=168.35
MH
RIM=169.24
MH
RIM=165.09
MHRIM=163.74
MHRIM=163.60
MHRIM=168.21
MHRIM=165.34
FH
CBGR=166.66
CBGR=161.57INV=158.97(E)OUT=158.97(W)
CBGR=164.64
CBGR=164.48
CBGR=162.85
CBGR=162.58
CBGR=162.95
CBGR=165.83
CBGR=166.84
CBGR=169.04
CBGR=170.82
CB
GR=170.55
"DWS"
"DWS"
UPFRNT #3059
MH
RIM=173.25
MHRIM=170.68
MHRIM=171.08
LP
WV
CBGR=164.72
CBGR=162.52
12"RCPINV=157.80
24"RCPINV=161.40
LAWN
LAWN
LA
W
N
CONC.
72"RCPINV=159.48
12"RCPINV=161.59
12"RCPINV=161.82
BOT. CULV.
=154.76
BR
I
C
K
BU
I
L
D
I
N
G
BR
I
C
K
BU
I
L
D
I
N
G
N.F.
LESLIE M. COLLINS
PLUM GULLEY BROOK
TP 7
TP 6
ASPHALT CURB
ASPHALT CURB
ASPHALT CURB
AS
P
H
A
L
T
C
U
R
B
AS
P
H
A
L
T
C
U
R
B
NEVERS ROAD
MHRIM=167.00
WV WV
WV
WV
CBGR=167.13
CBGR=166.55
SHED
SHE
D
UP
SHED
LP
LP
LP
LAWN
CONC.
ASPHALT CURB
10
0
'
U
P
L
A
N
D
R
E
V
I
E
W
A
R
E
A
10
0
'
U
P
L
A
N
D
R
E
V
I
E
W
A
R
E
A
164
162
160
158
1.ALL INFORMATION SHOWN IS BASED ON AVAILABLE
MAPPING AND SHOULD BE CONSIDERED APPROXIMATE.
NOTES:
S
W
N
E
0'15'30'
0 1/2"1"
SHEET
DATE
SP-2
DESIGNED
CEH
SCALE
DRAWN
JDH
DECEMBER 15, 2023
1"=30'
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
P
L
A
N
SO
U
T
H
W
I
N
D
S
O
R
,
C
O
N
N
E
C
T
I
C
U
T
PR
O
P
O
S
E
D
S
Y
N
T
H
E
T
I
C
T
U
R
F
F
I
E
L
D
A
N
D
T
E
N
N
I
S
C
O
U
R
T
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
W
I
N
D
S
O
R
H
I
G
H
S
C
H
O
O
L
AY
E
R
S
R
O
A
D
A
N
D
N
E
V
E
R
S
R
O
A
D
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
TYPICAL FENCE POST
(5' O.C. TYP.)
STRAW WATTLE
EXISTING GRADE
MI
N
.
24
"
6"
±
FLOW
OPTIONAL METAL HANGING
FRAME FOR TRAFFIC CONDITIONS
2 EACH DUMNP STRAPS
EXPANSION RESTRAINT (1/4"
NYLON ROPE, 2" FLAT WASHERS)
INSTALLATION DETAIL BAG DETAIL
DUMP STRAP
1" REBAR FOR BAG REMOVAL
FROM INLET
SILTSACK
DUMP STRAP
2" DEEP TRENCH
PLAN VIEW
2" SETTLED LAYER OF MULCH
1/
3
T
R
E
E
HE
I
G
H
T
TILLED OR BROKEN UP SOIL
MIN 12" DEEP
FINISH GRADE
2"x2" WOOD STAKE AT
OR BELOW GRADE
ROOT CROWN TO BE AT FINISH
GRADE OR 1-2" ABOVE GRADE
WIDE NYLON WEBBING
TREE TRUNK
GUY WIRE
STAKE
120°
2X WIDTH OF
ROOTBALL
±2" CAL.
NOT TO SCALE
Leveling pad (As specified by Engineer)
Drain (As specified by Engineer)
Drainstone (AASHTO No. 57 or equivalent)
to extend at least 12" (305 mm) behind blocks
Non-woven geotextile fabric
(If specified by Engineer based on site soil conditions)
Fill wedge between adjacent blocks with drainstone (all blocks)
Fill vertical core slot with drainstone (PC blocks)
Solid bottom block
Block widths vary with design
Middle block (Typical)
Block widths vary with design
Top block
Exposed wall
(Height varies with design)
Move blocks forward during installation to engage shear knobs (Typical)
Grade to drain surface water away from wall
RETAINED SOIL
Bury depth
Setback = 1 58" (41 mm)
(5° batter angle on wall)
NOT TO SCALE
Flange base plate attached to top block with
adhesive set anchor bolts
Flange Bolted Connection
ANCHOR CURB
±4"X8" ANCHOR CURB
SHEET
DATE
D-1
DESIGNED
CEH
SCALE
DRAWN
JDH
DECEMBER 15, 2023
NOT TO SCALE
SI
T
E
D
E
T
A
I
L
S
SO
U
T
H
W
I
N
D
S
O
R
,
C
O
N
N
E
C
T
I
C
U
T
PR
O
P
O
S
E
D
S
Y
N
T
H
E
T
I
C
T
U
R
F
F
I
E
L
D
A
N
D
T
E
N
N
I
S
C
O
U
R
T
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
W
I
N
D
S
O
R
H
I
G
H
S
C
H
O
O
L
AY
E
R
S
R
O
A
D
A
N
D
N
E
V
E
R
S
R
O
A
D
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
CAST-IN-PLACE CLASS C CONCRETE
CURB, 3,000 PSI AND 5%-7% AIR
ENTRAINED
ROUND EDGE
TOP OF CONCRETE CURB SHALL
BE FLUSH WITH SAND/RUBBER
INFILL MIX. (FINISHED GRADE =
TOP OF INFILL)
SYNTHETIC TURF
-SEE DETAIL
±3"-4"
12"
4"
PROCESSED AGGREGATE
BASE
NOTES:
1. TOP OF CONCRETE TO HAVE STIFF BROOM FINISH PARALLEL TO CURB LINE
2. PROVIDE EXPANSION JOINTS IN CURB @ 20' MAXIMUM.
3. ANCHORING OF TURF PER FIELDTURF SPECIFICATIONS.
INSTALL EXPANSION JOINT MATERIAL
WHEN ABUTTING EX. CONCRETE
NOT TO SCALE
(2)#4 REBAR (TYP.)
N.T.S.
CONTROL JOINT
N.T.S.
GATE POSTS
SQ & RND SIZES
2.875" OD
2 7/8"
DOUBLE LEAF GATES
FACE TO FACE
OPENING
POST TO UPRIGHT
HINGE SPACE (S)
ROUND GATE POSTS:
2 7/8"
FOR SQUARE &
NOTES:
1.MATERIALS AND METHOD OF CONSTRUCTION SHALL
CONFORM TO CHAIN LINK FENCE DETAIL ON THIS
SHEET.
2.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
REVIEW AND APPROVAL
2"
M
A
X
.
VARIES
VARIES VARIES
3"
VA
R
I
E
S
BA
R
L
E
N
G
T
H
DOME CAP
GATE POST
CHAIN LINK FABRIC
LOCKABLE LATCH W/
STRIKE STRAP
DROP-BAR ASSEMBLY
-SET KEEPER IN CONCRETE
SEE CHAIN LINK FENCE
DETAIL
NOT TO SCALE
GATE PLAN
NOT TO SCALE
NOTES:
1.MATERIALS AND METHOD OF CONSTRUCTION SHALL CONFORM TO CHAIN LINK FENCE DETAIL
ON THIS SHEET
2.CONTRACTOR TO SUBMIT SHOP DRAWINGS
3.GATE SWINGING DIRECTION:
3.1.ALL SWING GATES ADJACENT TO SYNTHETIC TURF SHALL ONLY BE ALLOWED TO SWING
AWAY FROM THE SYNTHETIC TURF WHERE POSSIBLE.
3.2.PROVIDE STOP AS REQUIRED TO PREVENT SWINGING OF GATE TOWARDS THE SYNTHETIC
SURFACE.
VARIES
SEE PLAN 3"
VA
R
I
E
S
CHAIN LINK FABRIC
LOCKABLE LATCH
W/ STRIKE STRAP
GATE POST
DOME CAP
SEE CHAIN LINK
FENCE DETAIL
2 12"
2"
RE
V
E
A
L
4' OF 6' FENCE HT. CHAIN LINK FENCE POST FULL
INSTALLED OR SET IN GALVANIZED OR SDR -35
PVC SLEEVE W/ HIGH STRENGTH GROUT
CONCRETE ANCHOR
LEDGE/FENCE FOOTING
3,000 PSI CLASS C
FINISHED GRADE OR STONE DUST
MOW STRIP WHERE NOTED.
MAX OF 6" CURB REVEAL ALLOWED
INSTALL FULL GATE POST OR PVC SLEEVE UP TO TOP OF
CONCRETE TURF ANCHOR CURB
-SLEEVE TO BE MIN. 1" LARGER DIAMETER THAN FENCE POST
-HIGH STRENGTH GROUT AT INSTALLATION OF FENCE POST
EASE EDGE
NOT TO SCALE
3'
16"Ø
8"3"-4"
4"4"
1'
IN
F
I
L
L
D
E
P
T
H
-V
A
R
I
E
S
2"
4"
MI
N
.
NOTE:
SLOPE BOTTOM DYNAMIC STONE LAYER AND SUBGRADE AS
SHOWN ON THE GRADING PLAN TOWARDS COLLECTOR PIPES.
SYNTHETIC TURF FIBERS
FINISHED GRADE = TOP OF
INFILL MIX
INFILL LAYER
DYNAMIC STONE BASE
-TOP LAYER
DYNAMIC STONE BASE OR CLEAN CRUSHED
OR BROKEN NO. 57 STONE
-BOTTOM LAYER
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
NOT TO SCALE
IMPORT/EXPORT SUBBASE MATERIAL
-AS REQUIRED TO MEET GRADE
VA
R
I
E
S
±3"
±6"
±5"
CAST-IN-PLACE CLASS C CONCRETE
CURB, 3,000 PSI AND 5%-7% AIR
ENTRAINED
ROUND EDGE
TOP OF CONCRETE CURB SHALL
BE FLUSH WITH SAND/RUBBER
INFILL MIX. (FINISHED GRADE =
TOP OF INFILL)
SYNTHETIC TURF
-SEE DETAIL
±3"-4"8"
12"
4"
PROCESSED AGGREGATE
BASE
NOTES:
1. TOP OF CONCRETE TO HAVE STIFF BROOM FINISH PARALLEL TO CURB LINE
2. PROVIDE EXPANSION JOINTS IN CURB @ 20' MAXIMUM.
3. ANCHORING OF TURF PER FIELDTURF SPECIFICATIONS.
INSTALL EXPANSION JOINT MATERIAL
WHEN ABUTTING EX. CONCRETE
-MAX OF 6" CURB REVEAL ALLOWED
NOT TO SCALE
(2)#4 REBAR (TYP.)
±3"
±6"
±5"
4"4"CORE DRILL FENCE POST WITH MINIMUM 1" LARGER
DIAMETER CORE THAN FENCE POST. FILL WITH HIGH
STRENGTH GROUT. MIN 6" CORE
CHAIN LINK FENCE
POST AND RAIL SIZING
POST OR RAIL TYPE
TERMINAL OR COMMON
LINE POST
TOP RAIL
INTERMEDIATE RAIL
BOTTOM RAIL
GATE POST
GATE FRAME
NOTE:
1.ALL CHAIN LINK POSTS, RAILS, FABRIC
AND HARDWARE TO BE BLACK VINYL
2.4' AND 6' HEIGHT FENCE POSTS MAY BE
CORE DRILLED INTO CURBING.
3.ALL GATE POSTS TO HAVE FULL DEPTH
FOUNDATIONS.
4.FENCE HEIGHTS ABOVE 6' ARE PROVIDED
ON SEPARATE DETAIL
NOT TO SCALE
1'-6"
VA
R
I
E
S
10' MAX.
COUPLING AS
REQUIRED
POST CAP
LINE POST 10'
O.C.
STEEL RAIL TIE WIRE
(18" O.C.)
TOP RAIL
CHAIN LINK FABRIC,
2" MESH SIZE, 6 GAUGE
DOME POST
CAP
TERMINAL POST
O.D. BOTTOM RAIL
TENSION BAND AS
REQUIRED
CONCRETE FOOTING
3,000 PSI
COMPACTED SUBGRADE,
TYP.
3'
-
0
"
(U
P
T
O
6
'
H
T
.
F
E
N
C
E
)
4'
(U
P
T
O
6
'
H
T
.
F
E
N
C
E
)
1' MIN.
EQ.EQ.
2-7/8"
1-5/8"
1-5/8"
2-7/8"
1-7/8"
4' & 6' HT. FENCE
2-7/8"
AS NOTED 1-5/8"
LIMIT OF FOUNDATION / CONCRETE TURF
ANCHOR CURB.
INSTALL SLEEVE IN FOUNDATION AND POUR
CONCRETE TURF ANCHOR CURB ABOVE UPON
SETTING OF FOUNDATION
NOTES:
1. TOP OF CONCRETE TO HAVE STIFF BROOM FINISH PARALLEL TO CURB LINE
2. PROVIDE EXPANSION JOINTS IN CURB @ 20' MAXIMUM.
3. ANCHORING OF TURF PER FIELDTURF SPECIFICATIONS.
SHEET
DATE
D-2
DESIGNED
CEH
SCALE
DRAWN
JDH
DECEMBER 15, 2023
NOT TO SCALE
SI
T
E
D
E
T
A
I
L
S
SO
U
T
H
W
I
N
D
S
O
R
,
C
O
N
N
E
C
T
I
C
U
T
PR
O
P
O
S
E
D
S
Y
N
T
H
E
T
I
C
T
U
R
F
F
I
E
L
D
A
N
D
T
E
N
N
I
S
C
O
U
R
T
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
W
I
N
D
S
O
R
H
I
G
H
S
C
H
O
O
L
AY
E
R
S
R
O
A
D
A
N
D
N
E
V
E
R
S
R
O
A
D
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
2"
4"
MI
N
.
NOTE:
SLOPE TO DRAIN. NOT TO EXCEED 2% CROSS PITCH
CRUSHED BLUE STONE OR SCREENINGS
PROCESSED AGGREGATE BASE OR MILLINGS
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
NOT TO SCALE
BITUMINOUS LIP CURBING
NOT TO SCALE
2"
RE
V
E
A
L
BALL SAFETY NETTING POST
CONCRETE ANCHOR
LEDGE/FENCE FOOTING
3,000 PSI CLASS C
FINISHED GRADE OR STONE DUST
MOW STRIP WHERE NOTED.
MAX OF 6" CURB REVEAL ALLOWED
SLEEVE PER MANUFACTURER
EASE EDGE
INTEGRAL BALL SAFETY NETTING FOUNDATION
ABOVE FENCE
NOT TO SCALE
2'
-
6
"
18"Ø
8"3"-4"
4"4"
2'
LIMIT OF FOUNDATION / CONCRETE TURF
ANCHOR CURB.
INSTALL SLEEVE IN FOUNDATION AND POUR
CONCRETE TURF ANCHOR CURB ABOVE UPON
SETTING OF FOUNDATION
NOTES:
1. TOP OF CONCRETE TO HAVE STIFF BROOM FINISH PARALLEL TO CURB LINE
2. PROVIDE EXPANSION JOINTS IN CURB @ 20' MAXIMUM.
3. ANCHORING OF TURF PER FIELDTURF SPECIFICATIONS.
18" DIA. FOOTING
#3 TIES AT 12" O.C.
8 - #4 VERTICAL BARS
NOT TO SCALE
NOT TO SCALE
WIDTH VARIES
SEE LAYOUT
6"3"3"CLASS 2 BITUMINOUS CONCRETE
WEARING COURSE
CLASS 1 BITUMINOUS CONCRETE
BINDER COURSE
PROCESSED AGGREGATE BASE
COMPACTED GRAVEL SUBBASE OR
MILLINGS
COMPACTED SUBGRADE
1 1/2"
1 1/2"
3"
6"
NOT TO SCALE
WIDTH VARIES
SEE LAYOUT PLAN
1.5"
BITUMINOUS CONCRETE FINISH COURSE (CT DOT
SECTION 4.06 & M.04, CLASS 2)
BITUMINOUS CONCRETE BINDER COURSE (CT DOT
SECTION 4.06 & M.O4, CLASS 1)
PROCESSED AGGREGATE BASE COURSE
(CT DOT SECTION M.05.01)
GRAVEL SUB-BASE
(CT DOT SECTION 2.12 & M.02.02/06 GRADING B)
COMPACTED SUBGRADE
1.5"
6"
6"
BALL NETTING POST
CHAIN LINK FENCE
POST
ALIGN FACE OF POSTS ON FIELD
SIDE
POST ALIGNMENT
N.T.S.
20' TO
16
'
N
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NOTES:
1.20' HT. BALL SAFETY SYSTEM, MODEL: TFBSS420-SG-20' HT. WITH CUSTOM NET
AS MANUFACTURED BY SPORTSFIELD SPECIALTIES, INC. NEW DELHI, NY TEL:
888-975-3343, OR APPROVED EQUAL.
2.NETTING SHALL OVERLAP CHAIN LINK FENCE IF SELECTED WITH A MINIMUM OF
1-FOOT AND SHALL BE SECURED TO THE FENCING FABRIC WITH QUICK CLIP
SPRING HOOKS.
3.NETTING SHALL OVERLAP THE CHAIN LINK FENCE ON THE PLAYING FIELD SIDE
OF THE FENCE FABRIC.
INTEGRAL BALL SAFETY NETTING - 20' HT.
N.T.S.
4'
H
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.
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A
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FE
N
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E
20
'
4"Ø ALUMINUM
UPRIGHT
FINISHED GRADE
CONCRETE FOOTING
-SEE DETAIL
4' HT. CHAIN LINK FENCE
LINE POST
SLEEVES PART OF BASE
BID
END LINE OF
FOOTBALL FIELD
8'
10'
[188'-3.313"] FROM ℄ OF
GOALPOST TO ℄ OF 50
YARD LINE
FOOTBALL GOALPOST
FOUNDATION
FOOTBALL GOAL POST
N.T.S.
20'
NEW FOOTBALL
GOALPOSTS
SYNTHETIC TURF
-SEE DETAIL
SYNTHETIC TURF -SEE
DETAIL
SEE FOOTBALL GOALPOST
FOUNDATION DETAIL FOR
DESIGNED FOOTING
R5'
CL
SIDE ELEVATION
8"
FOOTBALL GOALPOST ACCESS FRAME
N.T.S.
CLASS "C" CONCRETE
FOOTING
ACCESS FRAME TURF
ANCHORING LEDGE
DIMENSION BASED UPON SELECTED
MANUFACTURER
TOP OF SHOCK/DRAINAGE PAD
ACCESS
FRAME
PLATE MOUNTED 8' OFFSET
GOAL POST
SYNTHETIC TURF
ACCESS FRAME & COVER PLUG
MODEL:4570 ACCESS FRAME KIT + AS
MANUFACTURED BY SPORTSFIELD
SPECIALTIES
41155 STATE HIGHWAY 10
P.O. BOX 234
DELHI, NY 13753
PHONE: (888) 975-3343
OR APPROVED EQUAL
WEEPHOLE (TYP.)
SHEET
DATE
D-3
DESIGNED
CEH
SCALE
DRAWN
JDH
DECEMBER 15, 2023
NOT TO SCALE
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BY
DA
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CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514
CONCRETE TURF ANCHOR CURB
-SEE DETAIL
SYNTHETIC TURF
6"
VARIES
2.5' (MIN.)
1'
M
I
N
.
C
O
V
E
R
HDPE PERFORATED PERIMETER
COLLECTOR PIPE. SEE PLAN FOR SIZE
AND INVERTS.
NO. 8 CRUSHED STONE
NON-WOVEN GEOTEXTILE
FILTER FABRIC
NOT TO SCALE
VARIES 2.0' (MIN.)
SEE SITE PLAN FOR
SURFACE TREATMENT
EDGE OF TRENCHFINISHED GRADE
BOTTOM OF TRENCH
EXCAVATION
PVC SCHEDULE 40 CONDUIT
TEMPORARY SUPPORT
SYSTEM (AS REQUIRED)
UTILITY DETECTOR
WARNING TAPE
18"
4"
M
I
N
.
SEE PLAN FOR SIZES
12
"
36
"
NOT TO SCALE
SAND
SEE SITE PLAN FOR
SURFACE TREATMENT
EDGE OF TRENCHFINISHED GRADE
BOTTOM OF TRENCH
EXCAVATION
SPRING LINE
HDPE PIPE
TEMPORARY SUPPORT
SYSTEM (AS REQUIRED)
UTILITY DETECTOR
TAPE
DIA.
TRENCH WIDTH
I.D. OF PIPE +2.0'
0.
3
3
'
NOT TO SCALE
FLARED END WITH RIP RAP SPLASH PAD
NOT TO SCALE
OUTLET
PROTECTION
ID
TYPE SP (FT)RP (FT)LA (FT)W1 (FT)W2 (FT)D (IN)
LA 12"
CROSS SLOPE
AS SHOWN ON
PLAN
LA 12"
FLOWW2
W1 SP
RP
D
ELEVATION
PLAN
FES ANALYSIS
POINT C 10.01.251.25 4.0 7.0 12
TYPE B
INTER-
MEDIATE
24" MIN.
*SEE SITE PLAN FOR INVERTS, CONNECTIONS, AND CLEANOUT
LOCATIONS
2'
M
I
N
FINISHED GRADE
CRUSHED OR BROKEN STONE
NON-WOVEN FILTER FABRIC
4" PERFORATED HDPE
STONE TRENCH IN BASIN
NOT TO SCALE
6"
A A
B
B
5' 4"
4' 4"
TYPICAL OUTLET CONTROL
STRUCTURE
NOT TO SCALE
SECTION B-BSECTION A-A
BRICK, CLASS "A" CONCRETE OR
MASONRY CONCRETE UNITS.
WHERE BRICK OR MASONRY
CONCRETE UNITS ARE USED,
CORBELLING WILL BE PERMITTED.
MAXIMUM CORBELL TO BE 3". NO
PROJECTION SHALL EXTEND
INSIDE OF LIMITS NOTED BY *.
CLASS "A" ALTERNATE
CONCRETE POURED IN
PLACE OR PRECAST
CONCRETE UNIT
NORMAL FINISHED GRADE
8"8"
4' 4"
36"
CLASS "A" CONCRETE OR
PRECAST UNIT
12"12"
5"
20 3/8"10 13/16"10 13/16"
5"
3" MIN.
20 3/8"*
7 13/16"7 13/16"
8"8"48"
5' 4"
PLAN
12"
7 5/8"7 5/8"
6"
VARIE
S
24"
8"
1/2" MIN.
4 13/16"
8 5/16"
37 3/4"8 5/16"
4 13/16"
OVERFLOW OPENING
PREFORMED CONCRETE STRUCTURE OR
APPROVED EQUAL
CONCRETE FOOTING,
3000 PSI(10) - #6 VERTICAL BARS
FINISHED GRADE
8'
-
6
"
3"
6"
3" COVER
(TYP.)
4'Ø
3" COVER
(TYP.)
(2) -#4 TIES @ TOP
#4 TIES @ 12" O.C.
(10) - #6 VERTICAL BARS
W12x35 STEEL COLUMN PER
SCOREBOARD MANUFACTURER
#4 TIES @
12" O.C.
4'Ø
3" COVER
(TYP.)
W10x39 STEEL COLUMN
C FOOTING
& COLUMNL
PLAN
SECTION
NOT TO SCALE
NOTES
1. TWO CONCRETE FOOTINGS REQUIRED FOR THE SCOREBOARD
INSTALLATION CONFIRM SPACING OF FOOTINGS WITH
MANUFACTURER
2. BOTTOM OF SCOREBOARD TO BE 10'-0" ABOVE GROUND
ELEVATION.
3. SCOREBOARD MANUFACTURER TO PROVIDE PE DESIGNED
SHOP DRAWINGS FOR FOUNDATION.
NOT TO SCALE
SHEET
DATE
D-4
DESIGNED
CEH
SCALE
DRAWN
JDH
DECEMBER 15, 2023
NOT TO SCALE
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BY
DA
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CEH ENGINEERING
AND CONSULTING
580 SHEPARD AVENUE
HAMDEN, CT 06514