609286_25% HD Plan SetBORING LOGS
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD4.5(BORING LOGS).DWG27-Jan-2022 8:20 PMPlotted onNORTHAMPTON
ROUTE 9
609286
5
BORING LOGS
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD4.5(BORING LOGS).DWG27-Jan-2022 8:20 PMPlotted onNORTHAMPTON
ROUTE 9
609286
6
111
2
13
14
15
1610+00131130+00131+70121120+00121+65111110+0
0 111+60MAIN STELM STROUTE 9
WEST
S
T
ROU
T
E
6
6 STATE STNEW SOUTH STROUTE 10ROUTES 9 & 10
X
PROJECT BEGIN
STA 10+23
N2943040.2883
E349117.4584
X
LIMIT OF WORK
STA 110+24
N2942809.2257
E349143.6188
X
LIMIT OF WORK
STA 121+50
N2942995.2403
E349423.9242
X
LIMIT OF WORK
STA 130+20
N2942699.5627
E349506.1942
(2) 8" 18 BENDS
8" CAP
8" D.I. WATER MAIN
(2) 12" 18 BENDS
12" X 10" REDUCER
10" COUPLING
10" CAP
12" D.I. WATER MAIN
10" D.I. WATER MAIN
16" COUPLING
16" D.I. WATER MAIN
16" GATE VALVE
16" X 12" REDUCER
12" COUPLING
12" D.I. WATER MAIN
16" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 8" TEE
8" GATE VALVE
8" D.I. WATER MAIN
8" X 6" TEE
6" GATE VALVE
8" X 4" REDUCER
4" COUPLING
8" D.I. WATER MAIN
4" D.I. WATER MAIN
16" X 16" TEE
(3) 16" GATE VALVES
16" D.I. WATER MAIN
16" D.I. WATER MAIN
6" D.I. WATER MAIN
12" D.I.
WATER
MAIN
8" D.I. WATER MAIN16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" CAP
16" X 8" TEE
8" GATE VALVE
8" 116 BEND
8" X 6" REDUCER
6" COUPLING
6" CAP
8" D.I. WATER MAIN
6" D.I. WATER MAIN
16" D.I. WATER MAIN
PROPOSED 12" PVC SEWER LINE
8" PVC SEWER LINE
SEWER MANHOLE
(TO BE REPLACED)
RIM=174.12'
I(A)=166.3'
I(B)=166.4'
SEWER MANHOLE
(TO BE REPLACED)
RIM=159.49'
I(A)=153.1'
I(B)=153.5'
I(C)=153.2'
SEWER MANHOLE
(TO BE REPLACED)
RIM=150.91'
I(A)=136.2'
I(B)=136.3'
12" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
1" WATER
SERVICE
(TYP.)
REPLACE 6"
SEWER
SERVICE
AND
PROVIDE
NEW CLEAN
OUT AT
PROPERTY
LINE
6" COUPLING
6" CAP
6" D.I. WATER MAIN
16" X 8" TEE
8" GATE VALVE
8" 116 BEND
8" COUPLING
8" D.I. WATER MAINREMOVE AND
STACK EXISTING
HYDRANT
REMOVE AND DISPOSE
OF EXISTING 12"
WATER MAIN
REMOVE EXISTING 12" C.I. WATER MAIN
REMOVE EXISTING 12" C.I. WATER MAIN
REMOVE EXISTING 12" C.I.
WATER MAIN
REMOVE EXISTING
12" C.I. WATER
MAIN
APPROXIMATE START OF
LIMIT OF REMOVAL OF
EXISTING 12" C.I. WATER MAIN
(MassDOT STA. 10+00)
16" 1/32
BEND
ADJ
ADJ
ADJ
ADJ
ADJ ADJ
ADJ
ADJ
ADJ
ADJWWWWW
W
W
W
W
W W
W W W W W W W
WWWWW
WWWWW
W
W WWS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S
SSSSSSSS WWWW W W
WS
S
S
WWWWW
W
D
D
D
D
D
1
9
8
2
7
6
3
4
5139'
-
18
"
RCP
5
2
'
-
1
8
"
RCP
7
1
'
-
1
8
"
RCP
17' - 18" RCP
33' - 12" RCP
41' - 12" R
C
P
6' - 12" RCP
6' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
1
2
3
4
5
6
7
8
9
TYPE
EX DMH
DMH
DMH
DMH
EX DMH
CB
CB
CB
CB
STATION
10+36.95
11+78.13
12+30.09
12+91.05
13+05.85
111+05.62
110+99.67
11+76.22
11+80.17
OFFSET
6.4 LT
9.1 RT
22.5 RT
53.9 RT
64.9 RT
20.4 RT
20.6 LT
19.0 RT
0.7 LT
RIM ELEV.
176.60
169.26
166.72
162.83
161.89
167.02
168.66
169.41
169.62
INV. ELEV. IN
I=163.87' (1)
I=165.09' (8)
I=165.09' (9)
I=162.01' (2)
I=162.45' (7)
I=162.45' (6)
I=157.49' (3)
I=157.50' (EX UNK)
I=157.20' (4)
INV. ELEV. OUT
I=167.00' (2)
I=163.77' (3)
I=159.59' (4)
I=157.39' (5)
I=162.62' (3)
I=162.66' (3)
I=165.13' (2)
I=165.13' (2)
10
14
11
15
16
12
13
17
73' - 12" RCP
96
'
-
1
2
"
R
C
P
3' - 12" RCP
15' - 12" RCP
73'
-
12"
RCP
27' - 12" RCP
18
166' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
10
11
12
13
14
15
16
17
18
TYPE
CB
DMH
EX DMH
DMH
CB
CB
CB
CB
CB
STATION
11+76.85
12+92.45
13+83.03
121+35.74
12+92.69
13+62.20
14+14.88
121+34.08
15+17.93
OFFSET
40.4 LT
38.8 LT
46.6 LT
17.9 LT
31.8 LT
38.2 LT
24.4 RT
12.8 RT
20.4 LT
RIM ELEV.
168.18
161.32
155.52
151.94
161.84
157.13
155.89
151.67
152.40
INV. ELEV. IN
I=157.15' (10)
I=157.15' (14)
I=151.35' (11)
I=151.35' (15)
I=148.70' (16)
I=145.19' (12)
I=147.37' (17)
INV. ELEV. OUT
I=160.99' (11)
I=154.29' (12)
I=148.60' (13)
I=157.25' (11)
I=151.81' (12)
I=150.15' (12)
I=147.50' (13)
I=148.23' (19)
DRAINAGE NOTES:
1.SILT SACKS TO BE PLACED IN ALL EXISTING AND PROPOSED
CATCH BASINS. FOR CATCH BASINS THAT ARE TO BE REMOVED,
SILT SACKS SHALL BE PLACED IN THE STRUCTURE UNTIL IT IS
CONNECTED FROM THE DRAINAGE SYSTEM AND REMOVED.
SILT SACKS ARE NOT SHOWN FOR CLARITY.
2.EXISTING DRAINAGE INFRASTRUCTURE TO BE RETAINED
UNLESS NOTED OTHERWISE.
3.ALL PROPOSED AND EXISTING DRAINAGE STRUCTURES TO BE
ADJUSTED TO FINAL GRADE.
4.ALL EXISTING PIPES TO BE ABANDONED SHALL BE PLUGGED AT
BOTH ENDS.
PLUG PIPE
ABAN
PLUG PIPE & REM EXIST PIPE AS
NEEDED TO INSTALL PROP PIPE
REM
CONNECT TO
PROP DMH
ABAN & PLUG PIPES AT BOTH ENDS
PLUG PIPE AT
BOTH ENDS
POTENTIAL ILLICIT
DISCHARGE, INVESTIGATE
AND DISCONNECT IF NEEDED
DETERMINE IF ACTIVE
CONNECTION. ABAN & PLUG
PIPE IF INACTIVE
POTENTIAL ILLICIT
DISCHARGE, INVESTIGATE
AND DISCONNECT IF NEEDED
REM & PLUG EXIST PIPE AS
NEEDED TO INSTALL PROP CB
ABAN
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
ABAN ABAN
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP PIPE
REM
ABAN & PLUG PIPE
AT BOTH ENDS
ABAN
PROP DMH OVER
EXIST 12" RCP
ABAN
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
REM & PLUG EXIST
PIPE AS NEEDED TO
INSTALL PROP CB
REM EXIST PIPE AS NEEDED TO
INSTALL PROP PIPE
ABAN
ABAN
REM
ABAN
ABAN
16" X 12" TEE
12" GATE VALVE
12" D.I WATER MAIN
57
20
SCALE: 1" = 20'
0 50 100 CONTINUED ONSHEET NO. 58FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:53 AMPlotted onNORTHAMPTON
ROUTE 9
609286
N DRAINAGE & UTILITY PLANS
161160+00161+20
17
18
19
20 2122141140+00141+30150+00151+00171170+00171+45MASONIC STCRAFTS AVEMAIN STROUTES 9 & 10MAYOR SEANDUMPHY WYCRACKERBARRELALLEYOLDSOUTH STX
LIMIT OF WORK
STA 140+95
N2942956.3636
E349729.5829
X
LIMIT OF WORK
STA 150+30
N2942830.8634
E349991.7648
X
LIMIT OF WORK
STA 160+05
N2942827.2802
E350099.2152
(2) 8" 116 BENDS
8" X 6" REDUCER
(2) 6" CAPS
6" COUPLING
8" D.I. WATER MAIN
6" D.I. WATER MAIN
(2) 8" 18 BENDS
8" X 6" REDUCER
6" COUPLING
6" CAP
8" D.I. WATER MAIN
6" D.I. WATER MAIN
(2) 12" 18 BENDS
12" X 10" REDUCER
10" COUPLING
10" CAP
12" D.I. WATER MAIN
10" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 12" TEE
(2) 16" GATE VALVES
12" GATE VALVE
16" D.I. WATER MAIN
12" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
(2) 16" X 8" TEES
(2) 8" GATE VALVES
16" D.I. WATER MAIN
8" D.I. WATER MAIN
12" D.I. WATER MAIN
8" D.I. WATER MAIN
8" D.I. WATER MAIN
PROPOSED 8" PVC SEWER LINE
8" PVC SEWER LINE
SEWER MANHOLE
(TO BE REPLACED)
RIM=148.60'
I(A)= 135.3'
I(B)=135.4'
SEWER
MANHOLE (TO BE
REPLACED)
RIM=148.94'
I(A)=135.3'
I(B)=153.3'
EXISTING SEWER
MANHOLE (TO
REMAIN)
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
1" WATER
SERVICE
(TYP.)
8" PVC
SEWER
LINE
16" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" D.I. WATER
MAIN
16" 1/16 BEND
16" X 6" TEE
6" GATE VALVE
6" CAP
6" D.I. WATER MAIN
PROPOSED FUTURE FIRE
SERVICE
LOCATION TBD BY
NORTHAMPTON WATER
DEPT.
APPROXIMATE END OF LIMIT
OF REMOVAL OF EXISTING 12"
C.I. WATER MAIN (MassDOT
STA. 18+00)
PROPOSED
SAMPLING STATION
LOCATION TBD BY
NORTHAMPTON
WATER DEPT.
16" X 6" TEE
6" GATE VALVE
6" CAP
6" D.I. WATER MAIN
PROPOSED FUTURE
FIRE SERVICE
LOCATION TBD BY
NORTHAMPTON
WATER DEPT.ADJADJADJ
ADJ
ADJ
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
WS S S S S SSSSSSSSSSSSSWWWWWWWWWWWWWWWWW SSS
S
WWWXXXX
D
D
D
D
D
D
34
32
21
31
19
22
26
33
20
30
29
23
28
39
35
36
37
25
91' - 12" RCP
175' - 15" R
C
P
103' - 15" RCP 103' - 18" RCP 122' - 18"
DI65' - 18" RCP
32' - 12" RCP
11' - 12" RCP
16' - 12" RCP
24' - 12" DI
20' - 12" DI
29' - 12" RCP
32' - 12" RCP
27' - 12" RCP
18' - 12" RCP
64' - 12" RCP17' - 12" RCP
42' - 12" RCP
30' - 12" DIDRAINAGE STRUCTURE TABLE
NAME
19
20
21
TYPE
DMH
DMH
DMH
STATION
16+86.47
17+81
19+60.25
OFFSET
0.0
1.1 LT
5.7 LT
RIM ELEV.
149.72
149.10
149.79
INV. ELEV. IN
I=145.55' (18)
I=145.19' (26)
I=145.90' (27)
I=144.63' (19)
I=145.96' (28)
I=144.76' (29)
I=144.77' (30)
I=143.70' (20)
I=145.47' (31)
I=145.62' (32)
INV. ELEV. OUT
I=145.09' (20)
I=144.57' (21)
I=143.60' (22)
ABAN
PLUG PIPE
PLUG PIPE
ABAN
ABAN
ABAN
CIT
PLUG PIPE
PLUG
PIPE
ABAN
PLUG PIPE
ABAN & PLUG PIPE
ABAN &
PLUG PIPE
ABAN
REM ABAN
ABAN PLUG PIPE
PLUG PIPE
CIT
ABAN
ABAN ABAN
82
24' - 12" DI
31' - 12" DI
ABAN
D27
DRAINAGE STRUCTURE TABLE
NAME
22
26
27
28
29
30
31
32
33
34
82
TYPE
DMH
CB
CB
CB
CB
CB
CB
CB
CB
CB
DMH
STATION
20+70.02
16+86.47
17+05.70
17+63.60
18+06.39
18+04.25
19+44.91
19+73.47
20+07.08
20+71.54
17+32.27
OFFSET
5.2 LT
20.4 LT
20.4 RT
15.4 RT
22.4 LT
38.6 RT
21.4 RT
24.4 LT
17.5 RT
19.8 LT
30.4 RT
RIM ELEV.
149.67
149.27
149.20
148.94
149.07
149.05
149.77
149.89
149.23
149.89
149.03
INV. ELEV. IN
I=143.09' (21)
I=145.50' (34)
I=144.74' (33)
I=145.80' (27)
I=145.80' (28)
INV. ELEV. OUT
I=142.99' (23)
I=145.27' (19)
I=146.02' (19)
I=145.92' (82)
I=146.06' (20)
I=145.96' (82)
I=144.90' (20)
I=144.92' (20)
I=145.60' (21)
I=145.72' (21)
I=145.06' (22)
I=145.72' (22)609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:53 AMPlotted on20
SCALE: 1" = 20'
0 50 100
CONTINUED ON
SHEET NO. 59
CONTINUED ONSHEET NO. 57FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:53 AMPlotted onNORTHAMPTON
ROUTE 9
609286
58
DRAINAGE & UTILITY PLANS
N
181180+00181+45161161+20 191190+00191+4021
22
23
24
25
26
171170+00171+45 CENTER STGOTHIC STMAIN ST
ROUTES 9 & 10CRACKERBARRELALLEY
OLDSOUTH STX
LIMIT OF WORK
STA 171+35
N2942944.8595
E350254.4642
X
LIMIT OF WORK
STA 180+10
N2943312.2445
E350230.7951
X
LIMIT OF WORK
STA 190+05
N2943438.4208
E350379.0006
(2) 12" 18 BENDS
12" X 10" REDUCER
10" CAP
10" COUPLING
12" D.I. WATER MAIN
10" D.I. WATER MAIN
(2) 8" 18 BENDS
8" COUPLING
8" CAP
8" D.I. WATER MAIN
12" D.I. WATER MAIN
16" X 12" TEE
12" GATE VALVE
12" D.I. WATER MAIN
16" X 12" TEE
(2) 16" GATE VALVES
12" GATE VALVE
12" 1/32 BEND
12" D.I. WATER MAIN
16" D.I. WATER MAIN
16 "X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 8" TEE
8" GATE VALVE
8" D.I. WATER MAIN
(2) 12" 18 BENDS
12" X 10" REDUCER
10" COUPLING
10" CAP
12" D.I. WATER MAIN
10" D.I. WATER MAIN
8" D.I. WATER
MAIN
12" D.I. WATER MAIN
SEWER
MANHOLE (TO
BE REPLACED)
RIM= 147.91'
I(A)= 133.8'
I(B)= 134.0'
8" 1/16 BEND
8" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN 16" D.I. WATER MAIN
8" PVC SEWER LINE
APPROXIMATE START
OF LIMIT OF REMOVAL
OF EXISTING 12" C.I.
WATER MAIN
(MassDOT STA. 24+00)
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ ADJ
ADJ
ADJ ADJ
ADJ
ADJ
12" 1/32
BEND
W
W
W W
W
W
W
W
W
W W W W W W W W
WWWWWWWW
WWWWWWWWWWWWS S S S S S S SWWWWW W W
S
S
D
DDDD
D34
22
38
23
39
24
35
36
37
25
103' - 18" RCP
122' - 18" DI65' - 18" RCP
32' - 12" RCP
11' - 12" RCP
17' - 12" RCP
35' - 12" RCP
42' - 12" RCP
30' - 12" DI
DRAINAGE STRUCTURE TABLE
NAME
23
24
25
35
36
37
38
TYPE
DMH
DMH
DMH
CB
CB
CB
CB
STATION
21+77.57
22+46.04
171+27.78
21+62.05
21+92.08
171+19.22
22+82.42
OFFSET
2.6 RT
11.4 RT
12.0 RT
34.9 RT
17.9 RT
21.1 LT
24.4 RT
RIM ELEV.
148.98
148.48
139.71
148.11
147.76
140.35
149.16
INV. ELEV. IN
I=142.48' (22)
I=143.78' (35)
I=143.51' (36)
I=142.06' (23)
I=142.32' (38)
I=142.32' (39)
I=135.90' (24)
I=135.90' (37)
INV. ELEV. OUT
I=142.38' (24)
I=140.77' (25)
I=143.94' (23)
I=143.59' (23)
I=136.17' (25)
I=144.36' (24)
40
45
49
41
46
42
50
156' - 12" R
C
P
41' - 12" RCP
41' - 12" RCP3
4
'
-
1
2
"
R
C
P
59' - 12" RCP
54'
-
1
2
"
R
C
P
DRAINAGE STRUCTURE TABLE
NAME
39
40
41
42
45
46
49
50
TYPE
CB
CB
DMH
DMH
CB
CB
CB
CB
STATION
170+39.30
24+17.22
24+70.77
26+30.80
24+67.59
25+97.85
180+92.25
190+84.74
OFFSET
12.8 RT
27.9 LT
9.6 LT
3.9 LT
34.9 RT
22.9 LT
12.7 LT
15.4 LT
RIM ELEV.
148.49
149.28
147.26
142.54
147.87
143.71
147.46
141.52
INV. ELEV. IN
I=143.08' (49)
I=143.09' (45)
I=143.09' (40)
I=138.33' (41)
I=138.37' (46)
I=137.00' (50)
INV. ELEV. OUT
I=144.32' (24)
I=144.18' (41)
I=142.98' (42)
I=136.90' (43)
I=143.70' (41)
I=139.05' (42)
I=143.29' (41)
I=137.30' (42)
DRAINAGE STRUCTURE TABLE
NAME
43
44
47
48
TYPE
DMH
EX DMH
CB
CB
STATION
28+20.15
50+57.29
27+81.29
29+01.20
OFFSET
5.5 LT
1.1 RT
24.4 LT
25.7 LT
RIM ELEV.
135.68
131.25
136.96
132.70ABANREMABANA
B
A
N
P
L
UG
P
I
P
E
PLUG PIPEABAN &
PLUG PIPES
ABAN &
PLUG PIPE
REM & PLUG PIPE AS
NEEDED TO INSTALL
PROP PIPE
REM
REM
ABAN
REM
ABAN
REM & PLUG PIPE AS
NEEDED TO INSTALL
PROP PIPE
REM & PLUG PIPE AS
NEEDED TO INSTALL
PROP PIPE
PLUG PIPE
PLUG PIPE
PLUG PIPE
CITABAN
REM & PLUG PIPE AS
NEEDED TO INSTALL
PROP PIPE
REM & PLUG PIPE AS
NEEDED TO INSTALL
PROP PIPE
PLUG PIPE 609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:53 AMPlotted on20
SCALE: 1" = 20'
0 50 100
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:53 AMPlotted onNORTHAMPTON
ROUTE 9
609286
CONTINUED ONSHEET NO. 58CONTINUED ONSHEET NO. 6059
DRAINAGE & UTILITY PLANS
N
191190+00191+405150+0052+00
27
28
29
30
31
32
616260+00
62+10201200+00201+10MAIN ST
ROUTE 9GOTHIC STPLEASANT STROUTE 5KING STROUTES 5 & 10STRONG AVEBANK AVE
MERRICK LNXLIMIT OF WORK
STA 190+05
N2943438.4208
E350379.0006
X
LIMIT OF WORK
STA 61+95
N2943352.1266
E350784.3550
X
LIMIT OF WORK
STA 50+40
N2943611.2153
E350542.8209
X
LIMIT OF WORK
STA 201+05
N2943642.3671
E350980.4196
(2) 8" 1/8 BENDS
8" COUPLING
8" CAP
8" D.I. WATER MAIN
(2) 16" 18 BENDS
16" X 12" REDUCER
12" COUPLING
12" CAP
16" D.I. WATER MAIN
12" D.I. WATER MAIN
(2) 16" 18 BENDS
16" X 10" REDUCER
10" CAP
10" COUPLING
16" D.I. WATER MAIN
10" D.I. WATER MAIN
16" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" GATE VALVE
6" HYDRANT
6" D.I. WATER MAIN
(2) 16" X 16" TEES
(4) 16" GATE VALVES
16" D.I. WATER MAIN
16" D.I.
WATER MAIN
16" D.I. WATER MAIN
8" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" GATE VALVE
6" HYDRANT
6" D.I. WATER MAIN
16" X 6" HYDRANT TEE
6" GATE VALVE
6" HYDRANT
6" D.I. WATER MAIN
16" X 8" TEE
8" GATE VALVE
8" D.I. WATER MAIN
1" WATER SERVICE
(TYP.)
16" X 6" HYDRANT TEE
6" HYDRANT
6" GATE VALVE
6" D.I. WATER MAIN
16" X 8" TEE
8" X 6" REDUCER
6" COUPLING
8" D.I. WATER MAIN
6" D.I. WATER MAIN
APPROXIMATE END
OF LIMIT OF REMOVAL
OF EXISTING 12" C.I.
WATER MAIN
(MassDOT STA. 27+00)
16" X 6" TEE
6" GATE VALVE
6" COUPLING
6" D.I. WATER MAIN
16" X 6" TEE
6" GATE VALVE
6" COUPLING
6" D.I. WATER MAIN
1" WATER SERVICE
(TYP.)
ADJ ADJ ADJADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJADJ
ADJ
ADJ
ADJ
16" X 6" TEE
6" GATE VALVE
6" COUPLING
6" D.I. WATER MAIN
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWW
W W W
W
WWWWWWWWWWWWWW
W W
W WWWWWWWWWWWWWWWWW W
WWWWWW25' - 12" RCP
51
52
54
53
D
D
DD
D
36' -
1
2
"
R
C
P
67'
-
12
"
RCP
16' - 12" RCP
42
50
47
43
48
44
185' - 12" RCP 141' - 18" RCP3
4
'
-
1
2
"
R
C
P
39
'
-
1
2
"
R
C
P
80' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
43
44
47
48
83
TYPE
DMH
EX DMH
CB
CB
CB
STATION
28+20.15
50+57.29
27+81.29
29+01.20
50+59.97
OFFSET
5.5 LT
1.1 RT
24.4 LT
25.7 LT
24.8 RT
RIM ELEV.
135.68
131.25
136.96
132.70
131.07
INV. ELEV. IN
I=131.51' (42)
I=131.51' (47)
I=128.13' (48)
I=126.54' (43)
I=125.90' (83)
I=125.80' (B)
INV. ELEV. OUT
I=128.03' (44)
I=132.09' (43)
I=128.53' (43)
I=126.70' (44)
55
56
62
57
63
64
65
165' - 12" RCP
162' - 15" RCP29' - 12" RCP
18' - 12" RCP
18' - 12" RCP
REM
ABAN
PLUG PIPE
PLUG PIPE
POTENTIAL ILLICIT
DISCHARGE, INVESTIGATE
AND DISCONNECT IF NEEDED
ABAN
PLUG PIPE
POTENTIAL ILLICIT
DISCHARGE, INVESTIGATE
AND DISCONNECT IF NEEDED
CORE INTO EXIST DMH TO
CONNECT PROP PIPE
CORE INTO EXIST DMH TO
CONNECT PROP PIPE CORE INTO EXIST DMH TO
CONNECT PROP PIPE
REM EXIST CB & PIPES
REM EXIST CB & PIPES
ABAN
ABAN
PLUG PIPE
PLUG PIPE
REM & PLUG PIPE AS
NEEDED TO INSTALL
PROP CB
DETERMINE IF ACTIVE
CONNECTIONS. ABAN &
PLUG PIPES IF INACTIVE
REM EXIST
CB & PIPE
PROP DMH OVER
EXIST 36" RCP
REM EXIST 36" RCP
REM
REM
REM
83
20' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
51
52
53
54
55
56
57
62
63
TYPE
CB
DMH
EX DMH
CB
CB
DMH
DMH
CB
CB
STATION
27+80.54
28+15.41
60+61.50
28+15.41
29+48.90
29+71.25
31+40.03
31+28.53
31+50.59
OFFSET
27.4 RT
7.1 RT
13.0 RT
27.4 RT
18.4 RT
6.4 LT
8.4 LT
27.1 LT
10.6 RT
RIM ELEV.
136.83
135.66
133.28
135.30
133.04
132.07
128.81
129.09
128.53
INV. ELEV. IN
I=131.49' (51)
I=131.00' (54)
I=128.95' (52)
I=128.72' (55)
I=127.07' (56)
I=124.64' (62)
I=124.27' (63)
INV. ELEV. OUT
I=132.66' (52)
I=130.90' (53)
I=125.40' (A)
I=131.11' (52)
I=128.87' (56)
I=127.90' (57)
I=122.68' (58)
I=124.92' (57)
I=124.36' (57)609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:54 AMPlotted on20
SCALE: 1" = 20'
0 50 100
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:54 AMPlotted onNORTHAMPTON
ROUTE 9
609286
CONTINUED ONSHEET NO. 59CONTINUED ONSHEET NO. 6160
DRAINAGE & UTILITY PLANSN
221220+00221+5032
33
34
35
36 36+59211
210+00211+20201200+00201+10STRONG AVEHAWLEY STMARKET STMAIN ST
ROUTE 9
BRIDGE ST
ROUTE 9MERRICK LNX
PROJECT END
STA 36+45
N2944058.8519
E351164.2567
X
LIMIT OF WORK
STA 201+05
N2943642.3671
E350980.4196 XLIMIT OF WORK
STA 211+15
N2944008.8777
E350982.2685
XLIMIT OF WORK
STA 220+00
N2943891.1739
E351204.7547
(2) 12" 18 BENDS
12" X 10" REDUCER
10" COUPLING
10" CAP
12" D.I. WATER MAIN
10" D.I. WATER MAIN
16" GATE VALVE
(2) 16" 18 BENDS
16" X 12" REDUCER
12" COUPLING
12" CAP
16" D.I. WATER MAIN
12" D.I. WATER MAIN
(2) 12" 18 BENDS
12" COUPLING
12" CAP
12" D.I. WATER MAIN
12" X 6" HYDRANT TEE
6" GATE VALVE
6" HYDRANT
6" D.I. WATER MAIN
16" X 12" TEE
(2) 16" GATE VALVES
12" GATE VALVE
16" D.I. WATER MAIN
12" D.I. WATER MAIN
16" X 12" TEE
16" GATE VALVE
12" GATE VALVE
16" D.I. WATER MAIN
12" D.I. WATER MAIN
16" D.I. WATER MAIN
12" D.I. WATER MAIN
12" D.I. WATER MAIN
12" 1/16 BEND
16" D.I. WATER MAIN
1" WATER SERVICE
(TYP.)
8" X 4" TEE
4" GATE VALVE
4" COUPLING
4" D.I. WATER MAIN
PROPOSED 12" PVC SEWER LINE
EXISTING SEWER
MANHOLE (TO REMAIN)
12" X 10" FERNCO COUPLING
ADJ
ADJ
W
W
W
W
W
W
W
W
W
W
W W WWWW
WWWWWWWWW
W W WWWWW W
WWWWWWW
S S S S S S S S
S
DD DDD
DDDD
77
75
74
78
76
64
8079
81
65
73
66
58
67
61
59
69
60
72
68
71
70
162' - 15" RCP
35' - 36"
R
C
P
17' - 36" RCP
12' - 12" RCP
28' - 12" RCP
9' - 12" RCP
31' - 12" RCP
37' - 12" RCP3' - 12" RCP
9' - 12" RCP
18' - 12" RCP
28' - 12" RCP
10' - 18" RCP
5' - 12" RCP
9' - 36" RCP 10' - 18" RCP
21' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
58
59
60
61
64
65
66
TYPE
DMH
DMH
DMH
DMH
EX DMH
CB
DMH
STATION
33+08.80
33+48.29
33+68
33+77
32+05.92
200+50.09
32+99.92
OFFSET
8.9 LT
11.5 LT
19.5 LT
19.9 LT
34.2 RT
20.4 LT
19.1 LT
RIM ELEV.
122.38
122.19
122.10
122.19
126.02
125.51
122.47
INV. ELEV. IN
I=117.80' (57)
I=118.07' (67)
I=117.64' (68)
I=115.35' (66)
I=115.18' (58)
I=117.93' (69)
I=117.52' (70)
I=115.10' (59)
I=117.89' (72)
I=115.05' (60)
I=116.30' (73)
I=119.70' (65)
I=112.40' (EX DMH)
I=115.40' (EX DMH)
INV. ELEV. OUT
I=115.35' (59)
I=115.18' (60)
I=115.10' (61)
I=114.60' (EX BRICK)
I=112.20' (EX MH)
I=120.37' (64)
I=115.40' (58)
REM EXIST CB
& PLUG PIPE
PROP DMH OVER
EXIST 36" RCP
REM EXIST 36" RCP
CIT
CIT
CORE INTO EXIST DMH TO
CONNECT PROP PIPE
ABAN
ABAN
CIT
PLUG
PIPE
POTENTIAL ILLICIT
DISCHARGE, INVESTIGATE
AND DISCONNECT IF NEEDED
PLUG
PIPE
PLUG PIPE
REM & PLUG EXIST
PIPE AS NEED TO
INSTALL PROP PIPE
PROP DMH OVER
EXIST 8" VCP
REM EXIST PIPE
REM
REM
XDRAINAGE STRUCTURE TABLE
NAME
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
TYPE
CB
CB
CB
CB
CB
CB
EX DMH
DMH
DMH
DMH
CB
CB
CB
CB
DMH
STATION
33+16.59
33+16.61
33+41.59
33+41.61
33+61.60
33+61.60
34+50.50
35+55.23
35+62.46
35+70.36
35+63.55
35+44.95
210+48.19
210+53.35
34+70.65
OFFSET
22.9 LT
23.2 RT
22.9 LT
23.1 RT
23.1 RT
22.9 LT
22.0 LT
18.9 LT
6.8 LT
18.2 LT
16.5 LT
20.0 RT
9.4 LT
15.8 RT
36.1 LT
RIM ELEV.
122.30
121.96
122.14
121.85
121.93
122.08
124.96
127.01
127.11
126.66
127.14
126.77
125.41
125.86
125.40
INV. ELEV. IN
I=120.79' (81)
I=117.40' (74)
I=117.40' (EX CB)
I=122.84' (77)
I=122.30' (75)
I=122.46' (78)
I=122.35' (76)
I=122.81' (EX VCP)
I=121.23' (80)
I=121.36' (79)
INV. ELEV. OUT
I=118.13' (58)
I=117.79' (58)
I=117.97' (59)
I=117.68' (59)
I=117.91' (60)
I=117.40' (61)
I=122.20' (73)
I=122.35' (74)
I=122.40' (75)
I=122.97' (74)
I=122.60' (75)
I=121.41' (81)
I=121.69' (81)
I=121.23' (73)609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:54 AMPlotted on20
SCALE: 1" = 20'
0 50 100
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
82
STATE
MA
PROJECT FILE NO.
-609286_HD14(DRAINAGE & UTILITY PLANS).DWG28-Jan-2022 8:54 AMPlotted onNORTHAMPTON
ROUTE 9
609286
CONTINUED ONSHEET NO. 6061
DRAINAGE & UTILITY PLANS
N