37-076 2015-07-17 RDA Plans.pdfSpringfield, MA 01103 17 Hampden Streetwww.dietzarch.com T: (413) 733-6798/ F: (413) 732-43
8
5
Dietz & Company Architects, Inc.T: (860) 632-1682/ F: (860) 632-17
6
8
T: (413) 582-7000/ F: (413) 582-70
0
5
The Berkshire Design Group4 Allen PlaceNorthampton, MA 01060 Canton, MA 02021 510 Chapman Street, Suite 201www.cesct.com Consulting Engineering Services, I
n
c
.
ARCHITECTCIVIL ENGINEER & WASTEWAT
E
R
E
N
G
I
N
E
E
R
I
N
G
MEP ENGINEERS
T:
(
7
8
1
)
2
7
5
-
2
2
1
9
Be
d
f
o
r
d
,
M
A
0
1
7
3
0
20
N
o
r
t
h
R
o
a
d
LY
C
o
n
s
u
l
t
i
n
g
E
n
g
i
n
e
e
r
s
,
I
n
c
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
T:
(
6
1
7
)
4
2
3
-
5
5
4
8
Bo
s
t
o
n
,
M
A
0
2
1
1
0
55
S
u
m
m
e
r
S
t
r
e
e
t
,
3
r
d
F
l
o
o
r
Fa
i
t
h
f
u
l
&
G
o
u
l
d
CO
S
T
E
S
T
I
M
A
T
O
R
WASTEWATER
G
R
I
N
D
I
N
G
S
T
A
T
I
O
N
HAMPSHIRE JA
I
L
A
N
D
H
O
U
S
E
O
F
C
O
R
R
E
C
T
I
O
N
S
PROJECT NUMBER
H
S
D
1
5
0
1
F
C
1
THE COMMONWEALTH OF M
A
S
S
A
C
H
U
S
E
T
T
S
EXECUTIVE OFFICE FOR ADM
I
N
I
S
T
R
A
T
I
O
N
A
N
D
F
I
N
A
N
C
E
DIVISION OF CAPITAL ASSET
M
A
N
A
G
E
M
E
N
T
A
N
D
M
A
I
N
T
E
N
A
N
C
E
OFFICE OF PLANNING, DESIG
N
A
N
D
C
O
N
S
T
R
U
C
T
I
O
N
205 ROCKY HILL RO
A
D
,
N
O
R
T
H
A
M
P
T
O
N
,
M
A
LI
S
T
O
F
D
R
A
W
I
N
G
S
-
-
-
-
-
CO
V
E
R
S
H
E
E
T
V-
0
0
0
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
C-
1
0
0
LA
Y
O
U
T
P
L
A
N
C-
1
0
1
GR
A
D
I
N
G
A
N
D
U
T
I
L
I
T
I
E
S
P
L
A
N
C-
1
0
2
DE
T
A
I
L
S
I
T
E
P
L
A
N
C-
5
0
0
CI
V
I
L
D
E
T
A
I
L
S
VI
C
I
N
I
T
Y
M
A
P
AE
R
I
A
L
V
I
E
W
CO
N
S
.
C
O
M
M
.
R
E
V
I
E
W
S
E
T
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
IS
S
U
E
D
A
T
E
JU
L
Y
1
7
,
2
0
1
5
Pr
o
j
e
c
t
N
a
m
e
:
DC
A
M
M
P
r
o
j
e
c
t
N
u
m
b
e
r
WA
S
T
E
W
A
T
E
R
GR
I
N
D
I
N
G
S
T
A
T
I
O
N
HS
D
1
5
0
1
F
C
1
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
Pr
o
j
e
c
t
A
r
c
h
i
t
e
c
t
Si
t
e
N
u
m
b
e
r
:
CA
M
I
S
N
u
m
b
e
r
:
Bu
i
l
d
i
n
g
N
u
m
b
e
r
:
Se
c
r
e
t
a
r
i
a
t
:
File Path:F:\2015-001 - NORTHAMPTON - HC JAIL SEWER GRINDER\CAD\15.001 RDA V-100 EXIST PLAN.DWG
Or
i
g
i
n
a
l
I
s
s
u
e
D
a
t
e
07
-
1
7
-
2
0
1
5
Re
v
i
s
i
o
n
s
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
Pl
a
n
N
a
m
e
:
Dr
a
w
i
n
g
N
u
m
b
e
r
:
Pr
o
j
e
c
t
C
o
n
s
u
l
t
a
n
t
Of
f
i
c
e
o
f
P
l
a
n
n
i
n
g
De
s
i
g
n
a
n
d
C
o
n
s
t
r
u
c
t
i
o
n
Mc
C
o
r
m
a
c
k
B
u
i
l
d
i
n
g
On
e
A
s
h
b
u
r
t
o
n
P
l
a
c
e
Bo
s
t
o
n
M
A
0
2
1
0
8
61
7
7
2
7
4
0
5
0
ww
w
.
m
a
s
s
.
g
o
v
/
d
c
a
m
m
HS
D
H
A
M
P
S
H
I
R
E
J
A
I
L
AN
D
H
O
C
20
5
R
O
C
K
Y
H
I
L
L
R
D
.
Di
e
t
z
&
C
o
m
p
a
n
y
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
17
H
a
m
p
d
e
n
S
t
r
e
e
t
Sp
r
i
n
g
f
i
e
l
d
,
M
A
0
1
1
0
3
T:
(
4
1
3
)
7
3
3
-
6
7
9
8
ww
w
.
d
i
e
t
z
a
r
c
h
.
c
o
m
Ar
c
h
i
t
e
c
t
P
r
o
j
e
c
t
N
u
m
b
e
r
:
2
0
9
1
8
R
NO
R
T
H
A
M
P
T
O
N
,
M
A
Dr
a
w
i
n
g
of
00
0
00
0
0
0
EX
I
S
T
I
N
G
CO
N
D
I
T
I
O
N
S
P
L
A
N
V-
1
0
0
TH
I
S
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
H
A
S
B
E
E
N
P
R
O
V
I
D
E
D
BY
T
H
E
O
W
N
E
R
A
N
D
I
S
P
R
E
S
E
N
T
E
D
H
E
R
E
A
S
R
E
C
E
I
V
E
D
.
TH
E
A
R
C
H
I
T
E
C
T
S
A
N
D
E
N
G
I
N
E
E
R
S
H
A
V
E
M
A
D
E
N
O
AT
T
E
M
P
T
T
O
V
E
R
I
F
Y
T
H
E
A
C
C
U
R
A
C
Y
O
F
T
H
I
S
P
L
A
N
.
CO
N
S
.
C
O
M
M
.
R
E
V
I
E
W
S
E
T
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGG
S
S
W
W
W
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NE
W
W
A
T
E
R
S
E
R
V
I
C
E
2"
T
Y
P
E
K
C
O
P
P
E
R
W
I
T
H
CU
R
B
C
O
C
K
,
C
U
R
B
S
T
O
P
AN
D
C
U
R
B
B
O
X
LI
M
I
T
O
F
W
E
T
L
A
N
D
1
0
0
'
W
E
T
L
A
N
D
B
U
F
F
E
R
EX
I
S
T
I
N
G
M
A
N
H
O
L
E
E
Ͳ
Ϯ
ϱ
Ϭ
͘
ϭ
ц
Ϭ
͘
ϱ
Ͳ
ϭ
Ϭ
ϰ
ϳ
͘
ϲ
ц
Ϭ
͘
ϱ
EX
I
S
T
I
N
G
M
A
N
H
O
L
E
E
Ͳ
ϭ
Ϯ
ϭ
͘
ϯ
ц
Ϭ
͘
ϱ
Ͳ
ϭ
ϭ
ϵ
ϵ
͘
ϭ
ц
Ϭ
͘
ϱ
EX
I
S
T
I
N
G
M
A
N
H
O
L
E
E
Ͳ
ϭ
ϭ
ϲ
͘
ϲ
ц
Ϭ
͘
ϱ
Ͳ
ϭ
ϰ
ϰ
ϰ
͘
ϰ
ц
Ϭ
͘
ϱ
PR
O
P
O
S
E
D
BU
I
L
D
I
N
G
C
O
R
N
E
R
N
-
1
7
5
.
2
E
-
1
1
6
1
.
7
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
C
O
R
N
E
R
N
-
2
0
0
.
6
E
-
1
1
3
5
.
8
6
3
.
1
'
R35'
R75'
R75'
10'
47.
2
'
33
.
2
'
53
.
9
'
CONNECT TO ELECTRICALSERVICE IN MAINTENANCE BUILDINGSEE ELECTRICAL DRAWINGS
2
6
.
6
'
CE
N
T
E
R
L
I
N
E
O
F
NE
W
D
R
I
V
E
W
A
Y
ED
G
E
O
F
B
I
T
U
M
I
N
O
U
S
CO
N
C
R
E
T
E
P
A
V
E
M
E
N
T
24
L
F
M
O
U
N
T
A
B
L
E
C
A
P
E
C
O
D
S
T
Y
L
E
BI
T
U
M
I
N
O
U
S
C
O
N
C
R
E
T
E
C
U
R
B
SE
E
D
E
T
A
I
L
2
/
C
-
5
0
0
4'
5
'
LI
M
I
T
O
F
D
I
S
T
U
R
B
A
N
C
E
(
T
Y
P
.
)
NE
W
S
E
W
E
R
SE
E
S
H
E
E
T
C
-
1
0
2
NE
W
D
R
Y
W
E
L
L
A
N
D
ST
O
R
M
D
R
A
I
N
SE
E
S
H
E
E
T
C
-
1
0
2
NE
W
B
U
I
L
D
I
N
G
SE
E
A
R
C
H
.
D
R
A
W
I
N
G
S
Pr
o
j
e
c
t
N
a
m
e
:
DC
A
M
M
P
r
o
j
e
c
t
N
u
m
b
e
r
WA
S
T
E
W
A
T
E
R
GR
I
N
D
I
N
G
S
T
A
T
I
O
N
HS
D
1
5
0
1
F
C
1
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
Pr
o
j
e
c
t
A
r
c
h
i
t
e
c
t
Si
t
e
N
u
m
b
e
r
:
CA
M
I
S
N
u
m
b
e
r
:
Bu
i
l
d
i
n
g
N
u
m
b
e
r
:
Se
c
r
e
t
a
r
i
a
t
:
File Path:F:\2015-001 - NORTHAMPTON - HC JAIL SEWER GRINDER\CAD\15.001 RDA C-100 CIVIL PLAN.DWG
Or
i
g
i
n
a
l
I
s
s
u
e
D
a
t
e
07
-
1
7
-
2
0
1
5
Re
v
i
s
i
o
n
s
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
Pl
a
n
N
a
m
e
:
Dr
a
w
i
n
g
N
u
m
b
e
r
:
Pr
o
j
e
c
t
C
o
n
s
u
l
t
a
n
t
Of
f
i
c
e
o
f
P
l
a
n
n
i
n
g
De
s
i
g
n
a
n
d
C
o
n
s
t
r
u
c
t
i
o
n
Mc
C
o
r
m
a
c
k
B
u
i
l
d
i
n
g
On
e
A
s
h
b
u
r
t
o
n
P
l
a
c
e
Bo
s
t
o
n
M
A
0
2
1
0
8
61
7
7
2
7
4
0
5
0
ww
w
.
m
a
s
s
.
g
o
v
/
d
c
a
m
m
HS
D
H
A
M
P
S
H
I
R
E
J
A
I
L
AN
D
H
O
C
20
5
R
O
C
K
Y
H
I
L
L
R
D
.
Di
e
t
z
&
C
o
m
p
a
n
y
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
17
H
a
m
p
d
e
n
S
t
r
e
e
t
Sp
r
i
n
g
f
i
e
l
d
,
M
A
0
1
1
0
3
T:
(
4
1
3
)
7
3
3
-
6
7
9
8
ww
w
.
d
i
e
t
z
a
r
c
h
.
c
o
m
Ar
c
h
i
t
e
c
t
P
r
o
j
e
c
t
N
u
m
b
e
r
:
2
0
9
1
8
R
NO
R
T
H
A
M
P
T
O
N
,
M
A
Dr
a
w
i
n
g
of
00
0
00
0
0
0
Gr
o
u
p
,
I
n
c
.
De
s
i
g
n
Be
r
k
s
h
i
r
e
Th
e
LA
Y
O
U
T
P
L
A
N
C-
1
0
0
N
0
10
'
20
'
30
'
NOTES1.ALL TOPOGRAPHIC FEATURES, UNDERGROUND UTILITES, BOUNDARIES,PROPERTY LINES AND STREET LINES SHOWN WERE TAKEN FROM ATOPOGRAPHIC PLAN BY HUNTLEY ASSOCIATES, P.C., NORTHAMPTON, MA,DATED 2002.2.THE ELEVATIONS OF MUCH OF THE PROPOSED WORK IS DEPENDENT ON THEINVERT ELEVATION OF THE EXISTING SANITARY SEWER AT THE TIE-IN POINT.PRIOR TO THE START OF ANY SITE OR FOUNDATION WORK, THE CONTRACTORSHALL DIG A TEST PIT TO VERIFY THE INVERT ELEVATION OF THE EXISTING 8"SEWER. THE CONTRACTOR SHALL PROVIDE THE INVERT ELEVATION IN WRITINGTO THE ENGINEER. WORK SHALL NOT PROCEED UNTIL THE ENGINEER VERIFIESTHE DESIGN BASED ON THE REPORTED INVERT ELEVATION. ALSO SEE NOTES 4AND 5 ON SHEET C-101.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITEEXAMINATION TO DETERMINE THE EXTENT OF DEMOLITION NECESSARY TOPREPARE THE SITE FOR CONSTRUCTION AND SHALL VERIFY ALL ITEMS TO BEDEMOLISHED OR SALVAGED WITH THE ENGINEER PRIOR TO BEGINNING WORK.4.THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR QUANTITY TAKE-OFFS ORCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY. IF DIMENSIONS AREINCOMPLETE, CONTACT THE BERKSHIRE DESIGN GROUP, INC. FORCLARIFICATION.5.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY BASED ON AVAILABLE DATA AND ALL UTILITIES MAYNOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL THE "DIGSAFE CENTER" AT 1-800-322-4844 AND HAVE ALL UTILITIES MARKED ON THEGROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEEXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THECONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESWHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES.6.THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT FROM THE
C
I
T
Y
O
F
NORTHAMPTON PRIOR TO THE START OF EXCAVATION.7.CARE SHALL BE TAKEN NOT TO DAMAGE ANY ITEMS DESIGNATED
T
O
R
E
M
A
I
N
;
REPAIR OR REPLACEMENT OF DAMAGED ITEMS DESIGNATED TO
R
E
M
A
I
N
S
H
A
L
L
BE AT THE CONTRACTORS' EXPENSE.8.THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN
W
I
T
H
2
"
X
4
"
X
6'-0" STAKES AND SNOW FENCING. SEE DETAIL 4/C-500.9.ALL TOPSOIL SHALL BE STRIPPED FROM GRASS AREAS TO BE REM
O
V
E
D
A
N
D
STOCKPILED IN AN AREA DESIGNATED BY THE OWNER. THE CON
T
R
A
C
T
O
R
I
S
RESPONSIBLE FOR ALL TOPSOIL AS NEEDED TO MEET THE SPECIF
I
C
A
T
I
O
N
S
.
10.THE CONTRACTOR MAY USE TEMPORARY FENCING TO CONTROL
T
H
E
S
I
T
E
DURING CONSTRUCTION. PRIOR TO THE FINALIZATION OF THE P
R
O
J
E
C
T
,
T
H
E
CONTRACTOR SHALL REMOVE ALL TEMPORARY FENCING AND BA
R
R
I
C
A
D
E
S
.
11.ALL BOUNDARY MONUMENTS SHALL BE PROTECTED AND/OR PR
E
S
E
R
V
E
D
DURING DEMOLITION AND CONSTRUCTION. SHOULD ANY BOUN
D
A
R
Y
MONUMENT BE DESTROYED AND/OR ALTERED AS A RESULT OF D
E
M
O
L
I
T
I
O
N
AND CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE P
A
R
T
Y
INCURRING THE DAMAGE TO OBTAIN THE SERVICES OF A PROFE
S
S
I
O
N
A
L
L
A
N
D
SURVEYOR TO REPLACE AND RESET SAID MONUMENT.12.ALL NEW OR ADJUSTED UTILITY COVERS AND GRATES SHALL BE F
L
U
S
H
W
I
T
H
FINISHED GRADE.13.ALL WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER OVE
R
T
H
E
C
R
O
W
N
OF PIPE.
14
.
TH
R
U
S
T
B
L
O
C
K
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
F
O
R
A
L
L
W
A
T
E
R
L
I
N
E
S
A
T
A
L
L
A
N
G
L
E
S
,
BE
N
D
S
,
B
R
A
N
C
H
E
S
,
P
L
U
G
S
A
N
D
W
H
E
R
E
V
E
R
E
L
S
E
I
S
N
E
C
E
S
S
A
R
Y
T
O
P
R
E
V
E
N
T
DI
S
R
U
P
T
I
O
N
O
F
P
R
O
P
E
R
F
U
N
C
T
I
O
N
I
N
G
O
F
T
H
E
L
I
N
E
.
15
.
AL
L
L
I
N
E
S
O
R
P
O
I
N
T
S
A
R
E
P
E
R
P
E
N
D
I
C
U
L
A
R
O
R
P
A
R
A
L
L
E
L
T
O
L
I
N
E
S
F
R
O
M
W
H
I
C
H
TH
E
Y
A
R
E
M
E
A
S
U
R
E
D
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
16
.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
A
L
L
L
A
Y
O
U
T
,
D
I
M
E
N
S
I
O
N
S
,
G
R
A
D
E
S
,
A
N
D
IN
V
E
R
T
S
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
;
R
E
P
O
R
T
A
N
Y
A
N
D
A
L
L
D
I
S
C
R
E
P
A
N
C
I
E
S
T
O
TH
E
E
N
G
I
N
E
E
R
.
A
L
L
D
I
S
C
R
E
P
A
N
C
I
E
S
S
H
A
L
L
B
E
R
E
S
O
L
V
E
D
I
N
W
R
I
T
I
N
G
P
R
I
O
R
T
O
BE
G
I
N
N
I
N
G
W
O
R
K
.
17
.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
N
O
T
I
N
S
T
A
L
L
C
O
N
C
R
E
T
E
D
U
R
I
N
G
A
D
V
E
R
S
E
W
E
A
T
H
E
R
CO
N
D
I
T
I
O
N
S
(
R
A
I
N
,
S
L
E
E
T
,
E
T
C
.
)
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
D
I
R
E
C
T
E
D
B
Y
T
H
E
EN
G
I
N
E
E
R
.
18
.
A
P
O
R
T
I
O
N
O
F
T
H
E
W
O
R
K
O
C
C
U
R
S
I
N
S
I
D
E
T
H
E
1
0
0
'
B
U
F
F
E
R
O
F
A
B
O
R
D
E
R
I
N
G
VE
G
E
T
A
T
E
D
W
E
T
L
A
N
D
.
P
R
I
O
R
T
O
T
H
E
S
T
A
R
T
O
F
W
O
R
K
,
T
H
E
O
W
N
E
R
W
I
L
L
OB
T
A
I
N
T
H
E
R
E
Q
U
I
R
E
D
P
E
R
M
I
T
S
F
R
O
M
T
H
E
N
O
R
T
H
A
M
P
T
O
N
C
O
N
S
E
R
V
A
T
I
O
N
CO
M
M
I
S
S
I
O
N
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
N
O
T
E
X
P
A
N
D
T
H
E
L
I
M
I
T
S
O
F
W
O
R
K
IN
S
I
D
E
T
H
E
1
0
0
'
B
U
F
F
E
R
.
CO
N
S
.
C
O
M
M
.
R
E
V
I
E
W
S
E
T
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
GGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G
S SS
S
S
22
7
228 229
W
W
W
W
W
W
EEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
NE
W
B
I
T
U
M
I
N
O
U
S
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
R 3'R 15'"CAPE COD" STYLEBITUMINOUS CONCRETE CURBTO BE CONSTRUCTED ENTIRELENGTH OF NEW CURB CUTTO PRESERVE GUTTER FLOW LINETHE CONTRACTOR SHALL REMOVE ALLTREES WITHIN THE LIMITS OF GRADINGALL TREES TO REMAIN SHALL BEPROTECTED FROM DAMAGE EXISTING TREE LINE (APPROX.)
NE
W
W
A
T
E
R
S
E
R
V
I
C
E
2"
T
Y
P
E
K
C
O
P
P
E
R
W
I
T
H
CU
R
B
C
O
C
K
,
C
U
R
B
S
T
O
P
AN
D
C
U
R
B
B
O
X
2' GRASS SHOUL
D
E
R
@
4
.
0
%
AT FILL SLOPE EDGE OF
P
A
V
E
M
E
N
T
3:1 SLOPE (MAX.)SEE NOTE 6
NE
W
E
L
E
C
T
R
I
C
S
E
R
V
I
C
E
SE
E
E
L
E
C
T
R
I
C
A
L
D
R
A
W
I
N
G
S
EX
I
S
T
I
N
G
S
A
N
I
T
A
R
Y
M
H
Z/
D
Ϯ
Ϭ
ϲ
͘
ϭ
ц
/E
s
ϭ
ϵ
ϳ
͘
Ϯ
ц
PE
R
R
E
C
O
R
D
P
L
A
N
SE
E
N
O
T
E
5
L
I
M
I
T
O
F
W
E
T
L
A
N
D
1
0
0
'
W
E
T
L
A
N
D
B
U
F
F
E
R
IN
S
T
A
L
L
T
E
M
P
O
R
A
R
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
BA
R
R
I
E
R
A
T
A
L
L
D
O
W
N
S
L
O
P
E
L
I
M
I
T
S
O
F
W
O
R
K
AN
D
A
T
A
L
L
L
I
M
I
T
S
O
F
W
O
R
K
W
I
T
H
I
N
T
H
E
10
0
'
W
E
T
L
A
N
D
B
U
F
F
E
R
SE
E
D
E
T
A
I
L
7
/
C
-
5
0
0
SE
E
S
H
E
E
T
C
-
1
0
2
IN
S
T
A
L
L
T
E
M
P
O
R
A
R
Y
V
E
H
I
C
L
E
T
R
A
C
K
I
N
G
P
A
D
AT
S
T
A
B
I
L
I
Z
E
D
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
SE
E
D
E
T
A
I
L
8
/
C
-
5
0
0
IN
S
T
A
L
L
C
A
T
C
H
B
A
S
I
N
S
E
D
I
M
E
N
T
B
A
R
R
I
E
R
A
T
2
I
N
L
E
T
S
A
T
P
R
O
P
E
R
T
Y
E
N
T
R
A
N
C
E
RE
M
O
V
E
A
F
T
E
R
F
U
L
L
S
T
A
B
I
L
I
Z
A
T
I
O
N
O
F
S
I
T
E
LI
M
I
T
O
F
D
I
S
T
U
R
B
A
N
C
E
(
T
Y
P
.
)
2.0%
3:
1
S
L
O
P
E
(
M
A
X
.
)
SE
E
N
O
T
E
6
NE
W
S
A
N
M
A
N
H
O
L
E
CO
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
SE
E
S
H
E
E
T
C
-
1
0
2
Pr
o
j
e
c
t
N
a
m
e
:
DC
A
M
M
P
r
o
j
e
c
t
N
u
m
b
e
r
WA
S
T
E
W
A
T
E
R
GR
I
N
D
I
N
G
S
T
A
T
I
O
N
HS
D
1
5
0
1
F
C
1
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
Pr
o
j
e
c
t
A
r
c
h
i
t
e
c
t
Si
t
e
N
u
m
b
e
r
:
CA
M
I
S
N
u
m
b
e
r
:
Bu
i
l
d
i
n
g
N
u
m
b
e
r
:
Se
c
r
e
t
a
r
i
a
t
:
File Path:F:\2015-001 - NORTHAMPTON - HC JAIL SEWER GRINDER\CAD\15.001 RDA C-100 CIVIL PLAN.DWG
Or
i
g
i
n
a
l
I
s
s
u
e
D
a
t
e
07
-
1
7
-
2
0
1
5
Re
v
i
s
i
o
n
s
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
Pl
a
n
N
a
m
e
:
Dr
a
w
i
n
g
N
u
m
b
e
r
:
Pr
o
j
e
c
t
C
o
n
s
u
l
t
a
n
t
Of
f
i
c
e
o
f
P
l
a
n
n
i
n
g
De
s
i
g
n
a
n
d
C
o
n
s
t
r
u
c
t
i
o
n
Mc
C
o
r
m
a
c
k
B
u
i
l
d
i
n
g
On
e
A
s
h
b
u
r
t
o
n
P
l
a
c
e
Bo
s
t
o
n
M
A
0
2
1
0
8
61
7
7
2
7
4
0
5
0
ww
w
.
m
a
s
s
.
g
o
v
/
d
c
a
m
m
HS
D
H
A
M
P
S
H
I
R
E
J
A
I
L
AN
D
H
O
C
20
5
R
O
C
K
Y
H
I
L
L
R
D
.
Di
e
t
z
&
C
o
m
p
a
n
y
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
17
H
a
m
p
d
e
n
S
t
r
e
e
t
Sp
r
i
n
g
f
i
e
l
d
,
M
A
0
1
1
0
3
T:
(
4
1
3
)
7
3
3
-
6
7
9
8
ww
w
.
d
i
e
t
z
a
r
c
h
.
c
o
m
Ar
c
h
i
t
e
c
t
P
r
o
j
e
c
t
N
u
m
b
e
r
:
2
0
9
1
8
R
NO
R
T
H
A
M
P
T
O
N
,
M
A
Dr
a
w
i
n
g
of
00
0
00
0
0
0
Gr
o
u
p
,
I
n
c
.
De
s
i
g
n
Be
r
k
s
h
i
r
e
Th
e
GR
A
D
I
N
G
A
N
D
UT
I
L
I
T
I
E
S
P
L
A
N
C-
1
0
1
N
0
5
10
'
20
'
NOTES1.ALL TOPOGRAPHIC FEATURES, UNDERGROUND UTILITES,BOUNDARIES, PROPERTY LINES AND STREET LINES SHOWN WERETAKEN FROM A TOPOGRAPHIC PLAN BY HUNTLEY ASSOCIATES,P.C., NORTHAMPTON, MA, DATED 2002.2.THE ELEVATIONS OF ALL PROPOSED WORK IS DEPENDENT ONTHE INVERT ELEVATION OF THE EXISTING SEWER AT THE TIE-INPOINT, WHICH SHALL BE VERIFIED IN THE FIELD. SEE NOTE 2 ONSHEET C-100.3.ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS ANDSURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE.4.INVERT INFORMATION FOR EXISTING MANHOLE SMH#1A ISBASED ON RECORD PLAN "SITE UTILITIES PLAN" FROM PROJECTNO. CHE981DCI - HAMPSHIRE REGIONAL HOLDING FACILITY,9/24/1999.5.INVERT INFORMATION FOR THE MANHOLE IN STREET IS BASEDON RECORD DRAWINGS PROVIDED BY NORTHAMPTON DPW FORORIGINAL SEWER CONSTRUCTION ("HAMPSHIRE COUNTYCOMMISSIONER JAIL SITE UTILITIES - RT. 66 ROCKY HILL ROAD &GROVE STREET, DATE UNKNOWN) AND SEWER EXTENSION(NORTHAMPTON ROUTE 66 - PROJ. FILE NO. 119006 - SHEET 8 OF129, c. 2001).6.MAXIMUM PROPOSED SLOPE SHALL BE 3H:1V IN ALL AREAS OFTHE SITE, EXCEPT THAT SIDE SLOPES OF GRASS SWALES SHALL BENO STEEPER THAN 2H:1V.
CO
N
S
.
C
O
M
M
.
R
E
V
I
E
W
S
E
T
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
G G G GGGGGGGSSSSSSSS
S
S
S
S
FF221.00 1.8%4.7%SWALE 3.7%221.00
22
0
.
9
5
W
W
W
W
W
W
W
W
EEEEEE
22
1
.
0
0
223.00
22
3
.
0
0
220.65
22
0
.
7
0
22
0
.
5
0
22
0
.
5
0
LP 220.75 FF223.00220.95
22
0
.
8
5
22
0
.
5
0
220.95 222.98
22
2
.
9
3
22
2
.
3
0
222.43222.411.9%222.32 222.39 222.93 222.68 NEW SAN. DIVERSION MANHOLE PMH 1CONNECT TO EXISTING SEWERRIM 229.0/EsϮϭϳ͘ϯϵц;Dd, y/^d/E'ͿCONNECT TO EXISTING SEWERSEE NOTE 2 ON SHEET C-100SEE DETAIL 1/C-102NEW 8" PVC SAN. SEWER30 LF @ 1.0%
SA
N
I
N
V
2
1
7
.
1
5
AT
F
A
C
E
O
F
F
O
U
N
D
A
T
I
O
N
W
A
L
L
NEW STANDARDSAN. MANHOLE PMH2RIM 223.82INV 215.82SEE DETAIL 1/C-102
NE
W
8
"
S
A
N
.
S
E
W
E
R
31
L
F
@
9
.
0
%
NE
W
S
A
N
.
D
R
O
P
I
N
L
E
T
M
A
N
H
O
L
E
P
M
H
3
CO
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
RI
M
2
1
9
.
3
IN
V
(
I
N
)
2
1
3
.
0
0
/E
s
;
K
h
d
Ϳ
Ϯ
Ϭ
ϳ
͘
ϱ
ϴ
ц
;
D
d
,
y
/
^
d
/
E
'
Ϳ
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
E
X
I
S
T
I
N
G
SE
W
E
R
I
N
V
E
R
T
I
N
F
I
E
L
D
SE
E
D
E
T
A
I
L
3
/
C
-
1
0
2
PIPE INVERT AT HEAD OF TRENCH = 217.09TRENCH INVERT = 216.67DROP SHALL BE NOT LESS THAN 5"INTERIOR SANITARY TRENCHINVERT SHALL SLOPE AT 1.0% MIN.SEE ARCHITECTURAL DRAWINGS8" PVC SAN. SEWER20 LF @1.0%
SA
N
I
N
V
2
1
6
.
3
9
AT
F
A
C
E
O
F
FO
U
N
D
A
T
I
O
N
W
A
L
L
ELECTRICAL SERVICESEE SHEET C-100FOR CONTINUATION
WA
T
E
R
S
E
R
V
I
C
E
SE
E
S
H
E
E
T
C
-
1
0
0
FO
R
C
O
N
T
I
N
U
A
T
I
O
N
CO
N
C
R
E
T
E
D
O
O
R
P
A
D
SE
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
CO
N
C
R
E
T
E
D
O
O
R
P
A
D
SE
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
STONE DIAPHRAGMSEE DETAIL 5/C500
W
E
T
L
A
N
D
5
0
'
B
U
F
F
E
R
WETLAND 50' BUFFER
CO
N
C
R
E
T
E
D
R
Y
W
E
L
L
SE
E
D
E
T
A
I
L
1
1
/
C
-
5
0
0
41
L
F
8
"
H
D
P
E
@
1
.
0
%
4'12.7'
14
'
10'
15
'
10'25'
15'
4'
CO
N
N
E
C
T
T
O
D
O
W
N
S
P
O
U
T
S
SE
E
A
R
C
H
.
D
R
A
W
I
N
G
S
CO
N
N
E
C
T
T
O
D
O
W
N
S
P
O
U
T
SE
E
A
R
C
H
.
D
R
A
W
I
N
G
S
4'16.7'RELOCATE EXISTING COMMUNICATIONLINE WITHIN LIMIT OF WORK AS NECESSARYTO MAINTAIN 30" COVER AT ALL LOCATIONS 5'7" STEP INTEGRAL TO CONC. PADSEE ARCHITECTURAL DRAWINGSSTEP SHALL BE PAINTED WITH 4" STRIPEON TOP AND SIDES AT NOSE OF STEPCOLOR SHALL BE OSHA SAFETY YELLOW
Pr
o
j
e
c
t
N
a
m
e
:
DC
A
M
M
P
r
o
j
e
c
t
N
u
m
b
e
r
WA
S
T
E
W
A
T
E
R
GR
I
N
D
I
N
G
S
T
A
T
I
O
N
HS
D
1
5
0
1
F
C
1
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
Pr
o
j
e
c
t
A
r
c
h
i
t
e
c
t
Si
t
e
N
u
m
b
e
r
:
CA
M
I
S
N
u
m
b
e
r
:
Bu
i
l
d
i
n
g
N
u
m
b
e
r
:
Se
c
r
e
t
a
r
i
a
t
:
File Path:F:\2015-001 - NORTHAMPTON - HC JAIL SEWER GRINDER\CAD\15.001 RDA C-100 CIVIL PLAN.DWG
Or
i
g
i
n
a
l
I
s
s
u
e
D
a
t
e
07
-
1
7
-
2
0
1
5
Re
v
i
s
i
o
n
s
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
Pl
a
n
N
a
m
e
:
Dr
a
w
i
n
g
N
u
m
b
e
r
:
Pr
o
j
e
c
t
C
o
n
s
u
l
t
a
n
t
Of
f
i
c
e
o
f
P
l
a
n
n
i
n
g
De
s
i
g
n
a
n
d
C
o
n
s
t
r
u
c
t
i
o
n
Mc
C
o
r
m
a
c
k
B
u
i
l
d
i
n
g
On
e
A
s
h
b
u
r
t
o
n
P
l
a
c
e
Bo
s
t
o
n
M
A
0
2
1
0
8
61
7
7
2
7
4
0
5
0
ww
w
.
m
a
s
s
.
g
o
v
/
d
c
a
m
m
HS
D
H
A
M
P
S
H
I
R
E
J
A
I
L
AN
D
H
O
C
20
5
R
O
C
K
Y
H
I
L
L
R
D
.
Di
e
t
z
&
C
o
m
p
a
n
y
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
17
H
a
m
p
d
e
n
S
t
r
e
e
t
Sp
r
i
n
g
f
i
e
l
d
,
M
A
0
1
1
0
3
T:
(
4
1
3
)
7
3
3
-
6
7
9
8
ww
w
.
d
i
e
t
z
a
r
c
h
.
c
o
m
Ar
c
h
i
t
e
c
t
P
r
o
j
e
c
t
N
u
m
b
e
r
:
2
0
9
1
8
R
NO
R
T
H
A
M
P
T
O
N
,
M
A
Dr
a
w
i
n
g
of
00
0
00
0
0
0
Gr
o
u
p
,
I
n
c
.
De
s
i
g
n
Be
r
k
s
h
i
r
e
Th
e
DE
T
A
I
L
S
I
T
E
P
L
A
N
C-
1
0
2
N
0
2.
5
'
5'
10
'
NOTES1.THE PROPOSED INVERT OF SANITARY MANHOLE PMH1 IS BASEDON THE ASSUMED INVERT OF THE EXISTING SEWER, WHICHSHALL BE VERIFIED IN THE FIELD. SEE NOTE 2 ON SHEET C-100.
SA
N
I
T
A
R
Y
M
A
N
H
O
L
E
(
S
T
A
N
D
A
R
D
)
1
NO
T
T
O
S
C
A
L
E
PL
A
N
SA
N
I
T
A
R
Y
D
I
V
E
R
S
I
O
N
M
A
N
H
O
L
E
2
NO
T
T
O
S
C
A
L
E
SA
N
I
T
A
R
Y
D
R
O
P
-
I
N
L
E
T
M
A
N
H
O
L
E
3
NO
T
T
O
S
C
A
L
E
CO
N
S
.
C
O
M
M
.
R
E
V
I
E
W
S
E
T
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Pr
o
j
e
c
t
N
a
m
e
:
DC
A
M
M
P
r
o
j
e
c
t
N
u
m
b
e
r
WA
S
T
E
W
A
T
E
R
GR
I
N
D
I
N
G
S
T
A
T
I
O
N
HS
D
1
5
0
1
F
C
1
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
Pr
o
j
e
c
t
A
r
c
h
i
t
e
c
t
Si
t
e
N
u
m
b
e
r
:
CA
M
I
S
N
u
m
b
e
r
:
Bu
i
l
d
i
n
g
N
u
m
b
e
r
:
Se
c
r
e
t
a
r
i
a
t
:
File Path:F:\2015-001 - NORTHAMPTON - HC JAIL SEWER GRINDER\CAD\15.001 RDA C-100 CIVIL PLAN.DWG
Or
i
g
i
n
a
l
I
s
s
u
e
D
a
t
e
07
-
1
7
-
2
0
1
5
Re
v
i
s
i
o
n
s
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
Pl
a
n
N
a
m
e
:
Dr
a
w
i
n
g
N
u
m
b
e
r
:
Pr
o
j
e
c
t
C
o
n
s
u
l
t
a
n
t
Of
f
i
c
e
o
f
P
l
a
n
n
i
n
g
De
s
i
g
n
a
n
d
C
o
n
s
t
r
u
c
t
i
o
n
Mc
C
o
r
m
a
c
k
B
u
i
l
d
i
n
g
On
e
A
s
h
b
u
r
t
o
n
P
l
a
c
e
Bo
s
t
o
n
M
A
0
2
1
0
8
61
7
7
2
7
4
0
5
0
ww
w
.
m
a
s
s
.
g
o
v
/
d
c
a
m
m
HS
D
H
A
M
P
S
H
I
R
E
J
A
I
L
AN
D
H
O
C
20
5
R
O
C
K
Y
H
I
L
L
R
D
.
Di
e
t
z
&
C
o
m
p
a
n
y
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
17
H
a
m
p
d
e
n
S
t
r
e
e
t
Sp
r
i
n
g
f
i
e
l
d
,
M
A
0
1
1
0
3
T:
(
4
1
3
)
7
3
3
-
6
7
9
8
ww
w
.
d
i
e
t
z
a
r
c
h
.
c
o
m
Ar
c
h
i
t
e
c
t
P
r
o
j
e
c
t
N
u
m
b
e
r
:
2
0
9
1
8
R
NO
R
T
H
A
M
P
T
O
N
,
M
A
Dr
a
w
i
n
g
of
00
0
00
0
0
0
Gr
o
u
p
,
I
n
c
.
De
s
i
g
n
Be
r
k
s
h
i
r
e
Th
e
CI
V
I
L
D
E
T
A
I
L
S
C-
5
0
0
BITUMINOUS CONCRETE PAVEMENT1NOT TO SCALECAPE COD STYLE CURB2NOT TO SCALETURF ESTABLISHMENT3NOT TO SCALETREE PROTECTION4NOT TO SCALE
5'
M
I
N
.
C
O
V
E
R
TO
B
U
I
L
D
I
N
G
VA
L
V
E
B
O
X
NO
R
T
H
A
M
P
T
O
N
S
T
D
.
2"
C
U
R
B
S
T
O
P
NO
R
T
H
A
M
P
T
O
N
S
T
D
.
2"
T
Y
P
E
K
C
O
P
P
E
R
WA
T
E
R
S
E
R
V
I
C
E
2"
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
WA
T
E
R
M
A
I
N
ER
O
S
I
O
N
C
O
N
T
R
O
L
B
A
R
R
I
E
R
7
NO
T
T
O
S
C
A
L
E
UT
I
L
I
T
Y
T
R
E
N
C
H
6
NO
T
T
O
S
C
A
L
E
WA
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
6
NO
T
T
O
S
C
A
L
E
VE
H
I
C
L
E
T
R
A
C
K
I
N
G
P
A
D
8
NO
T
T
O
S
C
A
L
E
1.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
N
S
T
A
L
L
E
R
O
S
I
O
N
C
O
N
T
R
O
L
D
E
V
I
C
E
S
A
S
N
E
C
E
S
S
A
R
Y
T
O
P
R
E
V
E
N
T
ER
O
S
I
O
N
W
I
T
H
I
N
T
H
E
S
I
T
E
A
N
D
M
I
G
R
A
T
I
O
N
O
F
S
E
D
I
M
E
N
T
O
U
T
O
F
T
H
E
S
I
T
E
,
O
R
A
S
D
I
R
E
C
T
E
D
BY
T
H
E
E
N
G
I
N
E
E
R
.
A
L
L
D
E
V
I
C
E
S
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
T
H
E
M
A
S
S
A
C
H
U
S
E
T
T
S
E
R
O
S
I
O
N
A
N
D
SE
D
I
M
E
N
T
C
O
N
T
R
O
L
G
U
I
D
E
L
I
N
E
S
,
C
U
R
R
E
N
T
V
E
R
S
I
O
N
.
2.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
R
E
Q
U
I
R
E
S
A
L
L
V
E
H
I
C
L
E
S
E
N
T
E
R
I
N
G
A
N
D
E
X
I
T
I
N
G
T
H
E
S
I
T
E
T
O
C
R
O
S
S
A
TR
A
C
K
I
N
G
P
A
D
T
O
P
R
E
V
E
N
T
T
R
A
C
K
I
N
G
O
F
S
E
D
I
M
E
N
T
O
N
T
O
J
A
I
L
D
R
I
V
E
W
A
Y
S
O
R
P
U
B
L
I
C
RO
A
D
W
A
Y
S
.
I
F
S
E
D
I
M
E
N
T
I
S
F
O
U
N
D
O
N
R
O
A
D
W
A
Y
S
,
T
H
E
S
E
D
I
M
E
N
T
S
H
A
L
L
B
E
R
E
M
O
V
E
D
IM
M
E
D
I
A
T
E
L
Y
.
3.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
M
P
L
E
M
E
N
T
V
E
H
I
C
L
E
W
A
S
H
-
D
O
W
N
P
R
O
C
E
D
U
R
E
S
T
H
A
T
P
R
E
V
E
N
T
SE
D
I
M
E
N
T
-
L
A
D
E
N
W
A
S
H
W
A
T
E
R
S
F
R
O
M
L
E
A
V
I
N
G
T
H
E
S
I
T
E
.
4.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
N
S
T
A
L
L
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
A
R
R
I
E
R
A
L
O
N
G
A
L
L
D
O
W
N
-
S
L
O
P
E
S
I
T
E
LI
M
I
T
S
T
O
P
R
E
V
E
N
T
T
H
E
M
I
G
R
A
T
I
O
N
O
F
S
E
D
I
M
E
N
T
O
F
F
-
S
I
T
E
.
5.
AL
L
D
E
W
A
T
E
R
I
N
G
D
I
S
C
H
A
R
G
E
S
S
H
A
L
L
B
E
D
I
R
E
C
T
E
D
T
O
A
D
E
W
A
T
E
R
I
N
G
S
E
D
I
M
E
N
T
T
R
A
P
.
6.
AL
L
D
R
A
I
N
A
G
E
I
N
L
E
T
S
D
O
W
N
S
T
R
E
A
M
O
F
T
H
E
S
I
T
E
S
H
A
L
L
B
E
P
R
O
T
E
C
T
E
D
W
I
T
H
S
E
D
I
M
E
N
T
BA
R
R
I
E
R
.
7.
AL
L
S
E
D
I
M
E
N
T
S
T
O
C
K
P
I
L
E
S
S
H
A
L
L
B
E
S
U
R
R
O
U
N
D
E
D
B
Y
A
C
O
N
T
I
N
U
O
U
S
S
I
L
T
F
E
N
C
E
.
I
F
T
H
E
ST
O
C
K
P
I
L
E
W
I
L
L
R
E
M
A
I
N
U
N
U
S
E
D
F
O
R
M
O
R
E
T
H
A
N
1
4
D
A
Y
S
,
T
H
E
S
T
O
C
K
P
I
L
E
S
H
A
L
L
B
E
ST
A
B
I
L
I
Z
E
D
B
Y
S
E
E
D
I
N
G
.
8.
AL
L
D
I
S
T
U
R
B
E
D
S
L
O
P
E
S
S
H
A
L
L
B
E
P
R
O
T
E
C
T
E
D
F
R
O
M
E
R
O
S
I
O
N
A
S
S
T
A
B
I
L
I
Z
E
D
A
S
S
O
O
N
A
S
PR
A
C
T
I
C
A
B
L
E
.
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
L
A
N
K
E
T
S
S
H
A
L
L
B
E
U
S
E
D
I
N
O
T
H
E
R
L
O
C
A
T
I
O
N
S
A
S
D
I
R
E
C
T
E
D
BY
T
H
E
E
N
G
I
N
E
E
R
I
F
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
M
E
A
N
S
O
F
E
R
O
S
I
O
N
C
O
N
T
R
O
L
A
R
E
F
O
U
N
D
T
O
B
E
IN
A
D
E
Q
U
A
T
E
.
9.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
N
S
P
E
C
T
A
L
L
I
N
S
T
A
L
L
E
D
E
R
O
S
I
O
N
C
O
N
T
R
O
L
D
E
V
I
C
E
S
A
M
I
N
I
M
U
M
O
F
ON
C
E
P
E
R
W
E
E
K
A
N
D
A
F
T
E
R
E
A
C
H
S
T
O
R
M
.
I
F
A
N
Y
D
E
V
I
C
E
I
S
F
O
U
N
D
T
O
B
E
D
A
M
A
G
E
D
,
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
R
E
P
A
I
R
I
T
I
M
M
E
D
I
A
T
E
L
Y
.
I
F
S
E
D
I
M
E
N
T
I
S
F
O
U
N
D
T
O
F
I
L
L
M
O
R
E
T
H
A
N
H
A
L
F
TH
E
H
E
I
G
H
T
O
F
T
H
E
D
E
V
I
C
E
,
T
H
E
S
E
D
I
M
E
N
T
S
H
A
L
L
B
E
R
E
M
O
V
E
D
O
R
T
H
E
D
E
V
I
C
E
R
E
P
L
A
C
E
D
.
10
.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
M
A
I
N
T
A
I
N
A
S
T
O
C
K
P
I
L
E
O
F
E
X
T
R
A
E
R
O
S
I
O
N
C
O
N
T
R
O
L
M
A
T
E
R
I
A
L
S
O
N
SI
T
E
A
T
A
L
L
T
I
M
E
S
.
11
.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
M
P
L
E
M
E
N
T
S
P
I
L
L
-
P
R
E
V
E
N
T
I
O
N
P
R
O
C
E
D
U
R
E
S
A
N
D
M
A
I
N
T
A
I
N
A
S
P
I
L
L
PR
E
V
E
N
T
I
O
N
A
N
D
C
L
E
A
N
U
P
P
L
A
N
F
O
R
T
H
E
S
I
T
E
.
A
L
L
M
A
T
E
R
I
A
L
S
T
H
A
T
A
R
E
C
A
P
A
B
L
E
O
F
SP
I
L
L
I
N
G
,
L
E
A
K
I
N
G
,
D
I
S
S
O
L
V
I
N
G
O
R
O
T
H
E
R
W
I
S
E
P
O
L
L
U
T
I
N
G
S
T
O
R
M
W
A
T
E
R
R
U
N
O
F
F
S
H
A
L
L
B
E
CO
V
E
R
E
D
W
H
I
L
E
S
T
O
R
E
D
A
T
T
H
E
S
I
T
E
.
12
.
AL
L
S
E
D
I
M
E
N
T
R
E
M
O
V
E
D
F
R
O
M
T
H
E
S
I
T
E
S
H
A
L
L
B
E
H
A
N
D
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
S
T
A
T
E
AN
D
L
O
C
A
L
R
E
G
U
L
A
T
I
O
N
S
.
13
.
AL
L
T
E
M
P
O
R
A
R
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
S
S
H
A
L
L
B
E
R
E
M
O
V
E
D
F
R
O
M
T
H
E
S
I
T
E
P
R
I
O
R
T
O
T
H
E
CO
M
P
L
E
T
I
O
N
O
F
T
H
E
W
O
R
K
.
VE
H
I
C
L
E
T
R
A
C
K
I
N
G
P
A
D
9
NO
T
T
O
S
C
A
L
E
DR
Y
W
E
L
L
11
NO
T
T
O
S
C
A
L
E
ST
O
N
E
D
I
A
P
H
R
A
G
M
5
NO
T
T
O
S
C
A
L
E
CO
N
S
.
C
O
M
M
.
R
E
V
I
E
W
S
E
T
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N