Drawings.pdf
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- Solicitation number
- W912WJ20Q0020
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NOT TO SCALE
LOCATION PLAN
HARTFORD
WATERBURY
TORRINGTON
THOMASTON
PROJECT
LOCATION
CONNECTICUT
N
MASSACHUSETTS
WESTFIELD
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
G-101
C-101
C-102
®of Engineers
US Army Corps
District
New England
HOU-NB-111_G-001.dgn COVER SHEET AND INDEX
THOMASTON, CONNECTICUT
HOU-NB-111_G-101.dgn
HOU-NB-111_C-101.dgn
HOU-NB-111_C-102.dgn
NORTHFIELD BROOK LAKE DAM
C-103 HOU-NB-111_C-103.dgn5
PUBLIC WATERLINE
EXTENSION
GENERAL SITE PLAN
SITE PLAN 1
SITE PLAN 2
SITE PLAN 3
C-106 HOU-NB-111_C-106.dgn8 SITE PLAN 6
6 C-104 HOU-NB-111_C-104.dgn SITE PLAN 4
7 C-105 HOU-NB-111_C-105.dgn SITE PLAN 5
G-001
C O
V E
R S
H E
E T A
N D I
N D
E X
:1
H P
H
IL
L
IP
S
H S
P
L T
H
IB
O D
E A
U
9 HOU-NB-111_C-501.dgn
10 C-502 HOU-NB-111_C-502.dgn
11 C-601 HOU-NB-111_C-601.dgn
C-501
WATERLINE CONTROL DATA
H O
U -N
B -1
G -0
.D
G N
SHEET NO.
SHEET TITLE
NORTHFIELD BROOK LAKE, REHABILATION OF COMFORT
STATION, PLANS, ELEVATIONS, SECTIONS, & PROFILE
NORTHFIELD BROOK LAKE, REHABILATION OF COMFORT
STATION, PLANS, SECTION, DETAILS AND DIAGRAM
2 NORTHFIELD BROOK DAM
SITE PLAN, SECTIONS, AND DETAILS, AREA A
DETAILS 1
DETAILS 2
DRAWING NO.
INDEX TO INFORMATION DRAWINGS
M E
G
SOLICITATION # W912WJ20Q0020
HOU-32
HOU-32
HOU-13
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S U
B M
IT
T E
D B
Y : P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
T
IC
U T
N O
R T
H F
IE
L D B
R O
O K L
A K
E D
A M
P U
B L
IC
W
A T
E R
L
IN
E E
X T
E N
S
IO
N F
E B
R U
A R
Y
W
W J
Q
D R
IV
E W
A Y
EL. 771.12
E 907671.13
N 811709.21
NBL-E
EL. 752.15
E 907693.73
N 811526.06
E-1
AREA
WOODED
AREA
WOODED
EL. 728.34
E 907836.13
N 811360.41
E-2
EL. 717.45
E 907702.12
N 811231.88
E-3
W W
0+
1+
5+00
6+00
C E
D A
R (2
D
IR
T R
O A
D
D
IR
T R
O A
D
G R
A V E L D
R
IV
E W
A Y
SMALL CEDAR
BOULDER
4' X 4' X 4'
EL. 733.86
E 907810.21
N 811392.42
E-4
24" OAK
GRAVEL D
RIV
EWAY
SPRUCE (3)
TOE OF RIP RAP SLOPE 76
GRAVEL DRIVEW
AY
PINE
DRIVEWAY
MICHELLE LANE
W
W
#560
HYDRANT
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S U
B M
IT
T E
D B
Y : P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
T
IC
U T
N O
R T
H F
IE
L D B
R O
O K L
A K
E D
A M
P U
B L
IC
W
A T
E R
L
IN
E E
X T
E N
S
IO
N F
E B
R U
A R
Y
W
W J
Q
N
SITE PLAN 1
SCALE: 1" = 20'
S
IT
E P
L A
N
C-101
H S
P
H P
H
IL
L
IP
S
L E
E T
H
IB
O D
E A
U
H O
U -N
B -1
C -1
.D
G N
1" = 20'
GRAPHIC SCALE:
20' 20' 40'
MATCH SHEET C-102
(MICHELLE LANE ALIGNMENT)
NEW 2" WATERLINE
ROAD OR DRIVEWAY
ALL AREAS OUTSIDE
MIN. 6" LOAM AND SEED
EASEMENT
REAL ESTATE
(MICHELLE LANE ALIGNMENT)
NEW 2" WATERLINE
SEE DETAIL 3, SHEET C-501
GRAVEL DRIVEWAY REPAIR
SHEET C-502
SEE DETAIL 4,
NEW CURB STOP
EXISTING WATERLINE
(TYP.)
EXISTING CURBSTOP
SHEET C-502
SEE DETAIL 5,
NEW PRV/METER VAULT
N
N
N
N
N
N
E 907600
E 907600
E 907800
E 908000
E 908000
M E
G
ON THE ACCESS ROAD.
COMPLETE DRAINING TO THE DRAIN POINT
WATERLINE SHALL BE SLOPED TO ALLOW4.
SEE SHEETS C-501 AND C-502 FOR DETAILS.3.
SEE SHEET G-101 FOR GENERAL NOTES.2.
CONTROL DATA.
SEE SHEET C-601 FOR WATERLINE ALIGNMENT1.
NOTES
SHEET C-501
SEE DETAIL 2,
PAVED TRENCH REPAIR
PROPOSED SAWCUT LIMIT
AREA
WOODED
AREA
WOODED
6" DIA. WELL
ABANDONED
WATER STORAGE TANK
10,000 GALLON
EXISTING
2" WATERLINE
EXISTING
ELEC. BOX ON LEGS
P
W
10" HARDWOOD
10" HARDWOOD
10" HARDWOOD
12" HARDWOOD
10" HARDWOOD
12" HARDWOOD
20" HARDWOOD
HARDWOOD
12"-18" TRIPLE
14" HARDWOOD
12" HEMLOCK
16" HARDWOOD
12" HEMLOCK
12" HARDWOOD
12" HEMLOCK
12" HARDWOOD
12" HARDWOOD
16" HARDWOOD
12" HARDWOOD
12" HEMLOCK
12" HARDWOOD
16" HARDWOOD
20" HARDWOOD
CEDAR BUSH
RHODODENDRON (2)
3 BOULDERS
CEDAR (2)
D
IR
T R
O
AD
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S U
B M
IT
T E
D B
Y : P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
T
IC
U T
N O
R T
H F
IE
L D B
R O
O K L
A K
E D
A M
P U
B L
IC
W
A T
E R
L
IN
E E
X T
E N
S
IO
N F
E B
R U
A R
Y
W
W J
Q
N
SITE PLAN 2
SCALE: 1" = 20'
C-102
S
IT
E P
L A
N
H P
H
IL
L
IP
S
H S
P M
E G
L T
H
IB
O D
E A
U H O
U -N
B -1
C -1
.D
G N
M A
T C
H S
H E
E T C -1
M A
T C
H S
H E
E T C -1
IN PAVEMENT OR GRAVEL.
ESTABLISH 6 INCHES OF LOAM AND SEED UNLESS
ALL DISTURBED AREAS SHALL RECEIVE AND4.
NOTES
1" = 20'
GRAPHIC SCALE:
20' 20' 40'
U.S. GOVERNMENT
NORTHFIELD BROOK LAKE 560 MICHELLE LANE
APPROXIMATE PROPERTY LINE
(MICHELLE LANE ALIGNMENT)
NEW 2" WATERLINE
EASEMENT
REAL ESTATE
(MICHELLE LANE ALIGNMENT)
NEW 2" WATERLINE
N 811000
N 811000
N 811200
N 811200
N 811400
E
E
E
E
E
E
EL. 521.00
E 906785.65
N 810838.46
NBL-B
EL. 600.23
E 907192.10
N 811024.38
EL. 535.51
E 906978.46
N 811010.40
AREA
WOODED
1 1/2" WATERLINE
EXISTING
WELL
EXISTING
SEPTIC TANK
3,000 GALLON
EXISTING
DRY WELL
EXISTING
WATER FOUNTAIN
EXISTING
LEACH FIELD
EXISTING
2" WATERLINE
EXISTING
AREA
WOODED
AREA
WOODED
FOUNTAIN
EXISTING
W
W
W
W
0+
1+00
5' X 1.5' X 7 ' HIGH
ON CONC. PAD
ELEC. BOX ON LEGS
STEEL GATE
4' HIGH
CONC. HEADWALL
WOOD DRAIN COVER
4' DIA. (2)
YEW
48" HARDWOOD
48" HARDWOOD PICINIC TABLE
CONC. PAD W/
P A
V E
D W
A L
K W
A Y
GRAVEL ROAD
EL. 534.14
E 906999.49
N 810978.97
B-1
P A
V E
D W
A L
K W
A Y
24" HARDWOOD
BLDG.
RESTROOM
18" HARDWOOD
OCTAGONAL WELL COVER
536.05
TOP OF 4' DIA.
18" HARDWOOD
G R
A V E L R
O A
D
12" HARDWOOD
STUMP
36" HARDWOOD
P A
R K
IN
G A
R E
A
E D
G E O
F P
A V
E M
E N
T / B
IT
. C
U R
B
P
1' HIGH
2" PVC PIPE
P
5' HIGH
STEEL BOX ON POSTS
ELECTRIC BOX
W
616.94
TOP OF PLASTIC PIPE
2' HIGH X 4' DIA.
BOULDERS (TYP.)
EXISTING
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S U
B M
IT
T E
D B
Y : P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
T
IC
U T
N O
R T
H F
IE
L D B
R O
O K L
A K
E D
A M
P U
B L
IC
W
A T
E R
L
IN
E E
X T
E N
S
IO
N F
E B
R U
A R
Y
W
W J
Q
N
SITE PLAN 3
SCALE: 1" = 20'
C-103
S
IT
E P
L A
N
H P
H
IL
L
IP
S
H S
P M
E G
L T
H
IB
O D
E A
U H O
U -N
B -1
C -1
.D
G N
A C
C E
S S R
O A
D
1" = 20'
GRAPHIC SCALE:
20' 20' 40'
EL. 517.0±
EXISTING DRAIN
LOCATION OF
APPROXIMATE
1.5" WATERLINE
CONNECT TO EXISTING
MATCH SHEET C-104
M A
T C
H S
H E
E T C -1
(ACCESS ROAD ALIGNMENT)
NEW 2" WATERLINE
SHEET C-502
SEE DETAIL 4,
NEW 2" CURB STOP
SHEET C-502
SEE DETAIL 6,
NEW PRV VAULT
SHEET C-502
SEE DETAIL 4,
NEW 2" CURB STOP
NEW 1.5" CURB STOP
WATERLINE
EXISTING
CUT AND CAP
EXISTING WATERLINE
CUT AND CAP
(MICHELLE LANE ALIGNMENT)
NEW 2" WATERLINE
N 810800
N 810800
N 811000
N 811000
N 811200
N 811200
E
E
E
E
E
E
IN PAVEMENT OR GRAVEL.
ESTABLISH 6 INCHES OF LOAM AND SEED UNLESS
ALL DISTURBED AREAS SHALL RECEIVE AND4.
NOTES
N
SITE PLAN 4
SCALE: 1" = 20'
SITE PLAN 4
SCALE: 1" = 20'
SITE PLAN 4
SCALE: 1" = 20'
C-104
S
IT
E P
L A
N
H P
H
IL
L
IP
S
H S
P M
E G
L T
H
IB
O D
E A
U H O
U -N
B -1
C -1
.D
G N
1" = 20'
GRAPHIC SCALE:
20' 20' 40'
M A
T C
H S
H E
E T C -1
M A
T C
H S
H E
E T C -1
PRECONSTRUCTION CONDITION
SHALL BE REPAIRED IN KIND TO THE
PAVEMENT DUE TO THE WATERLINE INSTALLATION
ANY DAMAGE TO THE EXISTING BIT. CURB AND 5.
IN PAVEMENT OR GRAVEL.
ESTABLISH 6 INCHES OF LOAM AND SEED UNLESS
ALL DISTURBED AREAS SHALL RECEIVE AND4.
NOTES
(ACCESS ROAD ALIGNMENT)
NEW 2" WATERLINE
AS NEEDED
EXISTING BOULDERS
MOVE AND RESET
N
N
N
N
N
N
E 906400
E 906400
E 906600
E 906800
E 906800
AREA
WOODED
EL. 529.69
E 906602.37
N 811225.46
B-2
UP#1678
(28) THIS AREA
BOULDERS (TYP.)
EXISTING
ACCESS ROAD
20" OAK
530RHODODENDRON
15" MAPLE
EDGE OF PAVEMENT / BIT. CURB
8" APPLE53
LEDGE
LEDGE
EL. 534.82
E 906518.31
N 811386.88
B-3
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S U
B M
IT
T E
D B
Y : P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
T
IC
U T
N O
R T
H F
IE
L D B
R O
O K L
A K
E D
A M
P U
B L
IC
W
A T
E R
L
IN
E E
X T
E N
S
IO
N F
E B
R U
A R
Y
W
W J
Q
C-105
S
IT
E P
L A
N
SITE PLAN 5
SCALE: 1" = 20'
SITE PLAN 5
SCALE: 1" = 20'
H P
H
IL
L
IP
S
H S
P M
E G
L T
H
IB
O D
E A
U H O
U -N
B -1
C -1
.D
G N
1" = 20'
GRAPHIC SCALE:
20' 20' 40'
(ACCESS ROAD ALIGNMENT)
NEW 2" WATERLINE
PRECONSTRUCTION CONDITION
SHALL BE REPAIRED IN KIND TO THE
PAVEMENT DUE TO THE WATERLINE INSTALLATION
ANY DAMAGE TO THE EXISTING BIT. CURB AND 5.
IN PAVEMENT OR GRAVEL.
ESTABLISH 6 INCHES OF LOAM AND SEED UNLESS
ALL DISTURBED AREAS SHALL RECEIVE AND4.
NOTES
M A
T C
H S
H E
E T C -1
M A
T C
H S
H E
E T C -1
N
N
N
N
N
N
E 906200
E 906200
E 906400
E 906600
E 906600
AREA
WOODED
AREA
WOODED
EL. 544.57
E 906381.96
N 811662.67
B-4
ACCESS ROAD
EDGE OF PAVEMENT / BIT. CURB
LEDGE
LEDGE
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S U
B M
IT
T E
D B
Y : P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
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U -N
B -1
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O M
A S
T O
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C O
N N
E C
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IC
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N O
R T
H F
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L D B
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A K
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P U
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N
C-106
SITE PLAN 6
SCALE: 1" = 20'
SITE PLAN 6
SCALE: 1" = 20'
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U -N
B -1
C -1
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G N
1" = 20'
GRAPHIC SCALE:
20' 20' 40'
M A
T C
H S
H E
E T C -1
P A
V E
D W
A L K
W A
Y
AS NEEDED
EXISTING BOULDERS
MOVE AND RESET
(ACCESS ROAD ALIGNMENT)
NEW 2" WATERLINE
(SEE NOTE 6)
EXISTING 1" WATERLINE
1" WATERLINE INTO THE BUILDING.
REDUCE AND CONNECT NEW 2" PE WATERLINE TO THE
CUT AND CAP EXISTING 1" PE WATERLINE FROM WELL.6.
CONDITION.
SHALL BE REPAIRED IN KIND TO THE PRECONSTRUCTION
PAVEMENT DUE TO THE WATERLINE INSTALLATION
ANY DAMAGE TO THE EXISTING BIT. CURB AND 5.
IN PAVEMENT OR GRAVEL.
ESTABLISH 6 INCHES OF LOAM AND SEED UNLESS
ALL DISTURBED AREAS SHALL RECEIVE AND4.
NOTES
N
N
N
N
N
N
E 906000
E 906000
E 906200
E 906400
E 906400
AREA
WOODED
AREA
WOODED
(20) THIS AREA
BOULDERS (TYP.)
EXISTING
LE
D
G E
EL. 573.52
E 906247.82
N 812368.61
D-1
EL. 557.17
E 906172.25
N 812222.08
NBL-D
EL. 553.58
E 906194.29
N 812087.45
NBL-C
EL. 549.55
E 906282.71
N 811863.00
B-5
+0
ACCESS ROAD
ACCESS
ROAD
HEADWALL
CONCRETE
10" SYCAMORE
EDGE OF PAVEMENT / BIT. CURB
PARKING AREA
EDGE OF PAVEMENT / BIT. CURB
(35) THIS AREA
BOULDERS (TYP.)
EXISTING
PAVED WALKWAY
W
C O
N C R
E T
A
IN
IN
G W
A L L
BLD
G
R
ES
TR
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E T A
IN
IN
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2 3
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4 5
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B
M A
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SHEET OF 11
D R
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IN
G C
O D
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C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
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S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
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T O
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C O
N N
E C
T
IC
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N O
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H F
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L D B
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C-501
:1
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U -N
B -1
G -0
.D
G N
(3' MIN)
W = O.D. + 24"
(O .D
Z O
N E
P
IP
E
Z O
N E
E M
B E
D M
E N
T
12" MIN
FINISHED GRADEEXISTING GRADE
COMPACTED SUBGRADE
UNDISTURBED OR
12" COVER (MIN)
6" BEDDING (MIN)
FILL (SEE NOTE 1)
PIPE BEDDING AND INITIAL
UTILITY TRENCH DETAIL
S E
E N
O T
E
SEE NOTE 4
(SEE NOTE 2)
FINAL BACKFILL
AGGREGATE BASE
EXISTING
18"
APPLY TACK COAT
AGGREGATE BASE
EXISTING
OF PAVEMENT WEARING COURSE
SAWCUT FOR OFFSET JOINT; APPLY TACK COAT PRIOR TO PLACEMENT
3. MILL 1 1/2" OF EXISTING PAVEMENT SURFACE 18" BEYOND FULL DEPTH
2. APPLY TACK COAT ON ALL SAWN AND MILLED SURFACES.
1. CUT BACK 12" MINIMUM IN AREAS THAT ARE UNDERMINED OR DISTURBED.
NOTES:
SEE NOTE 3
S A
W C
U T
(F U
L L D
E P
T H
PE WATER PIPE
PAVEMENT DETAIL
TRENCH WIDTH
GRAVEL DRIVE DETAIL
FULL DEPTH PAVEMENT
RESPONSIBILITY OF THE CONTRACTOR.
STANDARDS. ALL SUCH TRENCH PROTECTION TO BE THE
PROVIDED TO MEET APPLICABLE STATE AND O.S.H.A. SAFETY
5. BRACING AND SHEETING OR OTHER TRENCH PROTECTION TO BE
PIPING. MINIMUM 12" ABOVE PIPE.
4. INSTALL BURIED WARNING AND IDENTIFICATION TAPE FOR WATER
FINISHED GRADE.
3. DEPTH OF WATER PIPE SHALL NOT BE LESS THAN 2'-0" FROM
.IN MICHELLE LANE THE ROAD EXCAVATION PERMIT REGULATIONS
BE IN ACCORDANCE WITH CONNECTICUT WATER SPECIFICATIONS AND
2. FINAL BACKFILL MATERIAL AND COMPACTION REQUIREMENTS SHALL
CONNECTICUT WATER SPECIFICATIONS IN ALL OTHER AREAS
ACCORDANCE WITH TOWN REQUIREMENTS IN ROAD AND
COMPACTION REQUIREMENTS WITHIN THE EMBEDMENT ZONE SHALL BE IN
CONNECTICUT WATERS REQUIREMENTS FOR SELECT GRAVEL.
1. PIPE BEDDING AND INITIAL FILL MATERIAL SHALL MEET
NOTES:
2 1/2" CONNDOT CLASS 2 BITUMINOUS CONCRETE
1 1/2" CONNDOT CLASS 2 BITUMINOUS CONCRETE
TACK COAT CONNDOT M.04
SAWCUT AND APPLY
CONNDOT M2.03
MINIMUM 18" ROLLED BANK GRAVEL
THIS SHEET
SEE UTILITY TRENCH DETAIL
THIS SHEET
SEE UTILITY TRENCH DETAIL
MATCH EXISTING MATERIAL COLOR
CONNDOT M2.03
MINIMUM 18" ROLLED BANK GRAVEL
D E
T A
IL
S
SEE DETAILS 2 AND 3 FOR PAVEMENT AND GRAVEL REQUIREMENTS
6" LOAM AND SEED IN UNPAVED/GRAVELED AREA
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
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4 5
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SHEET OF 11
D R
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IN
G C
O D
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C O
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O R
D
M A
S S
A C
H U
S E
T T S
C O
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S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
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IC
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N O
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H F
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L D B
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O K L
A K
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:1
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C-502
AC PIPE
EXISTING
COMPACTED SUBGRADE
UNDISTURBED OR
VALVE BOX TOP
VALVE BOX BOTTOM
FINISHED GRADE
WATER
12"
S
Q
VALVE BOX AND LID
TOP OF CONCRETE PAD
AND LID FLUSH WITH
SET TOP OF VALVE BOX
COMPACTED SUBGRADE
VALVE BOX LID
(SEE NOTE 3)
CONCRETE PAD
24" SQ X 6" THICK
(SEE NOTE 3)
CONCRETE PAD
30" SQ X 6" THICK
(SEE NOTE 3)
CONCRETE PAD
24" SQ X 6" THICK
FLOWFLOW
EXISTING PAVEMENT
ADJUSTMENT AS REQUIRED)
(LENGTHS AND
ADJUSTIBLE VALVE BOX
(SEE NOTE 1)
2" CURB STOP
3. CONCRETE SHALL HAVE A COMPRESIVE STRENGTH OF 4,000 PSI AT 28 DAYS.
2. DO NOT ALLOW THE VALVE BOX BASE TO SIT DIRECTLY ON VALVE.
1. 2" CURB STOP PER CONNECTICUT WATER REQUIREMENTS
NOTES:
NOT TO SCALE
CURB STOP DETAIL
NOT TO SCALE5
H O
U -N
B -1
G -0
.D
G N
D E
T A
IL
S
PRV/METER VAULT DETAIL
NOT TO SCALE6
PRV VAULT DETAIL
PE PIPE
S O
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D E
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2 3
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4 5
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C O
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SHEET OF 11
D R
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IN
G C
O D
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C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
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S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
T
IC
U T
N O
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H F
IE
L D B
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ANGLE METER VALVE
SUPPPORT (TYP. 2)
3/4" SCHEDULE 40 PVC
PIPING BRACKET (TYP. 2)
(MICHELLE LANE ONLY)
CONNECTICUT WATER
2" WATER METER AS APPROVED BY
2" PE PIPE
CURB STOP
WITH CUTOUT
FOAM INSULATION PAD
TOUCH PAD RECEIVER
LID WITH HOLE AND PLUG FOR
CAST IRON FRAME AND 18" LOCKING
20"
.5
WATER.
OWNED BY CONNECTICUT
CURB ROD WHEN REQ'D
PROPERTY OWNER.
AND MAINTAINED BY
SERVICE CURB BOX OWNED
1/2" PE CONDUIT
ON 4 X 4 PT STAKE
ARB READOUT INSTALLED
3/4" GRAVEL FILL
30" X 54" METER PIT FOR 2" METER
2" COPPER PIPE
2" PE PIPE
2" BALL VALVE AND HOSE BIB
FINISHED GRADE
50 PSI REDUCTION.
PRV OR APPROVED EQUAL. INTIALLY SET TO
WATTS INDUSTRIES 2" REGLEAU GC ADJUSTABLE
2" PE PIPE
WITH CUTOUT
FOAM INSULATION PAD
TOUCH PAD RECEIVER
LID WITH HOLE AND PLUG FOR
CAST IRON FRAME AND 18" LOCKING
20"
3/4" GRAVEL FILL
2" PE PIPE
FINISHED GRADE
30" X 36" PRV PIT FOR 2" PRV
50 PSI REDUCTION.
PRV OR APPROVED EQUAL. INTIALLY SET TO
WATTS INDUSTRIES 2" REGLEAU GC ADJUSTABLE
2" BALL VALVE (2)
BRICKS FOR SUPPORT
CEMENT BLOCKS OR
:1
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C-601
W A
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IN
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O N
T R
O L D
A T
A
H O
U -N
B -1
G -0
.D
G N
AVOID JOINTS WHEREVER POSSIBLE.
FOLLOW THE NATURAL BEND OF THE PE PIPE TO THE EXTENT POSSIBLE AND SHALL
IS FOR HORIZONTAL CONSTRUCTION LAYOUT. THE ACTUAL INSTALLATION SHALL
THE INTENTION OF ANGLE POINTS SHOWN AND ASSOCIATED NORTHING/EASTING
NOTE:
S O
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N N
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D W
N B
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C K
D B
Y
D E
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N E
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D E
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N
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2 3
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4 5
A
B
M A
R K
A P
P R
D A
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S U
B M
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D B
Y : P L
O T D
A T
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D A
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M A
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D E
S C
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N A
P P
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D A
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C O
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R A
C T N
O
SHEET OF 11
D R
A W
IN
G C
O D
E
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
IDENTIFICATION
SHEET
District
New England of Engineers
US Army Corps
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
A N
S I
D
H O
U -N
B -1
/1
/2
T H
O M
A S
T O
N
C O
N N
E C
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IC
U T
N O
R T
H F
IE
L D B
R O
O K L
A K
E D
A M
P U
B L
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W
A T
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W
W J
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| G-001 |
| G-101 |
| C-101 |
| C-102 |
| C-103 |
| C-104 |
| C-105 |
| C-106 |
| C-501 |
| C-502 |
| C-601 |
File details come from the government source that posted it. Updated .