Site Plan - MADOTNORTH KING STREETOLD FER
R
Y
R
O
A
DHATFIELD STREETCOOKE AVENUECROSS PATH ROADPINE ALLENS PONDINDUSTRIAL DRIVEGLE
A
S
O
N
R
O
A
D
JACKSON STREETEMILY LANE
HATFIELD STREET
BRA
D
F
O
R
D
S
T
R
E
E
T
NORTH STREETBRIDGE STREETBARRETT
S
T
R
E
E
T KING STREETPRO
S
P
E
C
T
S
T
R
E
E
T
D
A
Y
A
V
E
N
U
E
HONEY POT ROAD
FAIRGROUN
D
S
R
O
A
D
WOO
DL
A
W
N
A
VE
N
U
E
O
R
C
H
A
R
D
S
T
R
E
E
T
CRO
S
B
Y
S
T
R
E
E
T
BRIDGE ROAD
DA
M
O
N
R
O
A
D
CO
N
N
E
C
T
I
C
U
T
RIV
E
R
CONNECTICUTRIVERCONNECTICUTRIVER
C
O
N
N
E
C
T
I
C
U
T
RI
V
E
R
BRO
O
K
CURV
E
PRO
S
PEC
T
S
TRE
E
T
BRIDGE STREETCEMETERY ROAD
919191
9 910
5
10
5
5
N O R W O T T U C K R A I L T R A I L
HADLEYNORTHAM
P
T
O
N
PROJECT
LOCATION
LIMIT OF WORK
STA. 200+65.00
MEET EXISTING
N 2950739.6966
E 348480.4913
PROJECT BEGIN
STA. 11+25.00
MEET EXISTING
N 2950198.4854
E 348128.6754
LIMIT OF WORK
STA. 211+30.00
MEET EXISTING
N 2949725.9614
E 348803.6314
PROJECT END
STA. 63+40.00
MEET MASSDOT
PROJ. NO. 604597
N 2949059.8138
E 352818.1062
LENGTH OF PROJECT = 6,650.00 FEET = 1.259 MILES
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATE
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
IN THE CITY OF
HAMPSHIRE COUNTY
DAMON ROAD
NORTHAMPTON
HIGHWAY DIVISION
PLAN AND PROFILE OF
HIGHWAY ADMINISTRATOR 608236_HD (CS).DWG3-Jan-2019 3:15 PMPlotted onDATE DESCRIPTION REV #
DESIGN DESIGNATION (DAMON ROAD)
DESIGN SPEED 35 MPH
ADT (2016)17,650
ADT (2036)19,500
K 7.5%
D 62% EB
T (PEAK HOUR)1.5%
T (AVERAGE DAY)3.4%
DHV 1460
DDHV 910
FUNCTIONAL CLASSIFICATION Urban Minor Arterial
INDEX
SHEET NO.DESCRIPTION
1 TITLE SHEET & INDEX
2 LEGEND & ABBREVIATIONS
3 KEY PLAN
4-6 TYPICAL SECTIONS
7-17 CONSTRUCTION PLANS
18-28 CONSTRUCTION PROFILES
29-39 CURB TIE & GRADING PLANS
40-50 DRAINAGE & UTILITY PLANS
51-55 DRAINAGE DETAILS
56-66 WATER & SEWER PLANS
67-69 WATER & SEWER DETAILS
70 WETLAND REPLICATION PLAN & DETAILS
71-81 TRAFFIC SIGN & PAVEMENT MARKING PLANS
82-84 TRAFFIC SIGN SUMMARY SHEETS
85 TRAFFIC LEGEND ABBREVIATIONS & NOTES
86-92 TRAFFIC SIGNAL PLANS
93-102 TEMPORARY TRAFFIC CONTROL PLANS
103-113 LANDSCAPE PLANS
114 LANDSCAPE DETAILS
115 CONSTRUCTION DETAILS
116-118 WHEELCHAIR RAMP & DRIVEWAY DETAILS
119-120 BRIDGE PIER PROTECTION
121-162 CROSS SECTIONS
PS&E SUBMISSION
1000
SCALE: 1" = 1000'
0 2000 3000 4000
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
1 162
608236
TITLE SHEET & INDEX
N
THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015,
THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE
AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL
DRAWINGS, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNS
AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING,
AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, WILL GOVERN.
LIMIT OF WORK
STA. 401+40.00
MEET EXISTING
N 2950641.7170
E 349716.7351
BRIDGE NO.
N-19-064
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N 2950127.3283
E 349410.1313
Tel:
Engineers, Architects, Planners, Construction Engineers & Inspectors
http://www.gpinet.com
Fax:
Greenman-Pedersen, Inc.
181 Ballardvale Street, Suite 202, Wilmington, MA 01887
(978) 570-2999 (978) 658-3044
JANUARY 2019
L=91.65'R=175.00'
D
20 21 22 23 24 25 26
301302PC +28.88PT +20
.53
PROP. CEM.
CONC. WCR-16
PROP. CEM.
CONC. WCR-18
PROP. CEM.
CONC. WCR-19
PROP. DWY 11
PROP. DWY 13 PROP. DWY 16
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N2950127.3283
E349410.1313
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
DAMON ROAD
INDUSTR
IAL
DR
IVE
PROP. CONST.
& PGL
PROP.
CONST
.
& PGL
N69°04'07"E
1066.02'S50°56
'16
"E179.47
'
PROP. CEM. CONC.
RET. WALL (STA. 20+35
LT TO STA. 21+85 LT)
PROP. GRAN. CURB
TYPE VA4 (TYP.)
PROP. GRAN. CURB
TYPE VA4 (TYP.)
PROP. GRAN. CURB
TYPE VA4 (TYP.)
PROP. 5.5' CEM. CONC.
SIDEWALK (TYP.)
PROP. 5.5' CEM. CONC.
SIDEWALK (TYP.)
PROP. 5.5' CEM. CONC.
SIDEWALK (TYP.)
PROP. MICROMILLING &
HMA OVERLAY (TYP.)
PROP. MODULAR BLOCK
RETAINING WALL
(FROM STA 25+28 LT TO
STA 27+94 LT)S20°55'53"E28.88'(REM.)
(REM.)
(REM.)
(REM.)
(RET.)
PROP. PAVEMENT
MILLING MULCH (TYP.)
PROP. GUARDRAIL, TL-3
(SINGLE FACED) (TYP.)(RET.)PROP. FULL DEPTH
HMA DRIVEWAY (TYP.)
(REM.)
(REM.)
END PROP. CITY
ALTERATION
PROP. PERM.
EASEMENT (TYP.)
(REM.)
(REM
.
)(RET.)(RET.)
BEGIN PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
(REM
.
)
(REM
.
)
(REM
.
)
(REM.)(REM.)
(REM.)
(REM.)
(RET.)
(REM.)
(REM.)(REM.)
(REM.)
(REM.)
R&D EXIST. GUARD RAIL
(REM.)(RET.)21.5'38.00'(RET.)
22.0'
22.0'
(REM.)
PROP. LOAM
& SEED (TYP.)
PROP. SLOPE
LIMIT (TYP.)
PROP. SLOPE
LIMIT (TYP.)
PROP. LOAM
& SEED (TYP.)
PROP. SLOPE
LIMIT (TYP.)
PROP. CLEARING
& GRUBBING (TYP.)
BOS
BOSTOS
TOS
SAWCUT
PROP. FULL DEPTH HMA
CONSTRUCTION (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
RET.
TREES
PROP. FULL DEPTH
HMA DRIVEWAY (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
PROP. LOAM
& SEED (TYP.)
PROP. RUBBERIZED
SURFACE FOR
RR CROSSING (B.O.)PROP. TEMP.
EASEMENT (TYP.)
PROP. CEM. CONC. SIDEWALK
AT DRIVEWAY (TYP.)PROP. LOAM
& SEED (TYP.)
REM. HMA CURB
REM. LIGHT POLES (TYP.)
RET. LIGHT POLES
PROP. PERM.
EASEMENT (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
R&D EXIST. SLOPE PAVING;
PROP. SPECIAL SLOPE
PAVING UNDER BRIDGES
(MASSDOT STD. E303.1.0) (TYP.)
(RET.)(RET.)
(RET.)
PROP. CEM.
CONC. WCR-17
BEGIN PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
PROP. CEM.
CONC. WCR-12
PROP. CEM.
CONC. WCR-13
PROP. CEM.
CONC. WCR-14
PROP. CEM.
CONC. WCR-15
SAWCUTREM.
TREE
REM. TREE
R&D EXIST.
GUARD RAIL
27.00'31.4'PROP. DWY 15
PROP. DWY 14
PROP. HMA CURB
TYPE 2
PROP. HMA CURB
TYPE 2
PROP. HMA
CURB TYPE 2
PROP. HMA
CURB TYPE 2
PROP. CEM. CONC. SIDEWALK
AT DRIVEWAY (TYP.)
PROP. CEM. CONC. SIDEWALK
AT DRIVEWAY (TYP.)
PROP. GRAN. CURB
TYPE VA4 - SPLAYED END
PROP. GRAN. CURB
TYPE VA4 - SPLAYED END
PROP. FULL DEPTH
HMA DRIVEWAY (TYP.)
PROP. HMA CURB TYPE 2
MEET SITE CURBING
PROP. HMA CURB TYPE 2
MEET SITE CURBING
PROP. 4"
CURB REVEAL
PROP. 5.5' CEM. CONC.
SIDEWALK (TYP.)
PROP. HMA
CURB TYPE 2
PROP. HMA
CURB TYPE 2
PROP. HMA
CURB TYPE 2
PROP. LOAM
& SEED (TYP.)
PROP. 54" F-SHAPE
CONC. BARRIER (SEE
SHEET 119 FOR
DETAIL)
PROP. STEEL BOLLARDS
PROP. GUARDRAIL
TANGENT END
TREATMENT, TL-3
PROP. TRAILING
ANCHORAGE
PROP. MHB
(TYP.)
PROP. MHB
(TYP.)
PROP. CEM.
CONC. WCR-20
PROP. CEM.
CONC. WCR-21 608236_HD (CO).DWG4-Jan-2019 11:06 AMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
10 162
608236
CONSTRUCTION PLANS
CONTINUED ON
SHEET 11
CONTINUED ON
SHEET 8
20
SCALE: 1" = 20'
0 50 100
N
TRAFFIC SIGNAL CONDUIT
SEE SHEET 89
WATER & SEWER ALTERATIONS
SEE SHEET 59
DRAINAGE DETAILS
SEE SHEET 43
HIGHWAY GUARD DETAILS
STA. 20+32 LT TO STA. 20+42 LT - ITEM 627.1
STA. 20+42 LT TO STA. 21+92 LT - ITEM 620.13
STA. 21+92 LT TO STA. 22+04 LT - ITEM 627.83
FOR PROFILE: SEE SHEET NOS. 19, 20 & 28
S
S S S
S
20 21 22 23 24 25 26
301302PC +28.88
PT +20
.53
TRAVERSE
TRAVERSE
N71°56'38"E
464.16'
N
6
6
°
2
7
'
4
7
"W
4
3
.
9
1
'
N10°18'48"E
35.98'
S38°
4
9'
2
1"
W
44.1
5'
S49°00'33"E
25.20'L2 L2
L13A.C.13
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
INDUSTRIAL DR CONSTRUCTION BASELINE DATA
NUMBER
L12
A.C.13
L13
STARTING
STATION
300+00.00
300+28.88
301+20.53
NORTHING
2950328.1587
2950301.1805
2950227.8182
EASTING
349222.8199
349233.1388
349286.3117
CURVE DATA
R=175.00' Δ 30°00'23"
L=91.65' T=46.90'
LINE DATA
S20° 55' 53"E
28.88'
S50° 56' 16"E
179.47'
ENDING
STATION
300+28.88
301+20.53
303+00.00
NORTHING
2950301.1805
2950227.8182
2950114.7250
EASTING
349233.1388
349286.3117
349425.6605
DAMON ROAD CONSTRUCTION BASELINE DATA
NUMBER
L2
STARTING
STATION
18+47.40
NORTHING
2950182.1479
EASTING
348841.0822
CURVE DATA LINE DATA
N69° 04' 07"E
1066.02'
ENDING
STATION
29+13.42
NORTHING
2950562.9811
EASTING
349836.7512
DAMON ROAD DAMON ROAD
INDUSTR
IAL
DR
IVE
CONST. CONST.
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N2950127.3283
E349410.1313L12N59°05'11"E
177.46'N63°05'55"E
509.56'
+15.48
N 2950444.7221
E 349455.9372
S20°55'53"E
25.59'
N68°27'12"E
174.78'
S20°55'53"E
25.56'
+72.40
N 2950429.3065
E 349415.7111
38.00'27.00'52.00'38.00'(TO CURB)21.50'+35.29 +89.79 +35.07
+16.96+73.67
PT
PC
PT
PC
PT
PCPT
22.0
0'
22.0
0'+25.99+41.5232.50'32.50'+91.63
C38 C46
C44
+27
+89 +29
+98+74
+26
+36+12
+33.20
+52 +76
POC
+80.00
19.59' RT
POT
+80.00
20.53' LT
DAMON ROAD
D
X
RIM
148.61
X
RIM
148.05
X RIM
147.95
X
LOW PT
RIM
147.50 XRIM
147.86
X
RIM
147.01
X
RIM
147.43
144.87
X
TW: 149.43
BW: 149.18
X
TW: 148.76
BW: 148.51
X
TW: 147.20
BW: 145.20
X
TW: 147.20
BW: 145.20
X
TW: 149.43
BW: 145.41
X
TW: 148.95
BW: 148.70
X
TW: 148.95
BW: 146.67
X
TW: 148.24
BW: 146.74
X
TW: 148.24
BW: 146.73
X
TW: 148.76
BW: 146.76
X 146.61X
146.07
X
146.58X146.49
X 146.97
X 148.22
+90.00
+46
X 148.24
X148.05
X147.02
PI
PC
20.1
1'
22.02'
20.7
5'
PT
PC
PCC
+94.76
+76.91+59.02
X
RIM
148.58
X
RIM
149.12
X
RIM
147.57
X
RIM
146.59
C40
C43
CURVE TABLE
CURVE
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
DELTA
20°00'18"
4°43'23"
59°59'59"
1°12'09"
4°03'32"
8°05'03"
61°30'59"
50°23'53"
4°43'23"
4°43'23"
2°48'00"
RADIUS
100.00
550.00
50.00
1000.00
500.00
153.00
35.00
50.01
550.00
540.50
550.00
LENGTH
34.92
45.34
52.35
20.99
35.42
21.59
37.58
43.99
45.34
44.55
26.88
X148.30
N69°04'07"E
1066.02'
N69°04'07"E
1066.02'S50°56
'16
"E179.47
'S20°55'53"E28.88'L=91.65'R=175.00'C36
36.13'PT
23.37'PC
C37
C39
+63.86
+57
+26
+46
+31
+55
X
145.40
X
145.20
X
TW: 149.17
BW: 148.92
X
TW: 149.17
BW: 146.14
POT
+55.80
30.71' LT
POT
+31.39
31.06' LT
POT
+85.65
41.20' RT
POT
+24.65
43.50' RT
CTR. R= 5.00'
+89.65
36.22' RT
PT31.84'+18.50
PC
+89.63
41.22' RT
PT
+94.65
36.22' RT
C41
PC
22.0
0'
SEE SHEET 120 FOR
WALL GRADING
X 147.15 X
147.51
CTR. R= 11.00'
+01.85
38.66' LT
POT
+12.61
35.26' LT
CTR. R= 3.50'
+40.06
33.50' LT
C45
PC
+90.57
32.84' LT
PT
+35.07
31.00' LT
POT
+73.82
27.00' LT
POT
+97.82
27.00' LT
CTR. R= 3.50'
+70.32
27.50' LT
CTR. R= 3.50'
+01.32
27.50' LT
POT
+85.78
51.03' LT
POT
+36.53
33.29' LT
POT
+33.88
31.00' LT
30336.84'
PCC
+56.55
C4257.72'47.50'47.50'(TO WALL)45.60'41.56'51.03'+34.41 +40.59
+36.07
+85.78
+85.00
+27.87 +46.1329.55'32.67'PC
+94.65
33.37' RT
CTR. R= 5.00'
+89.65
33.37' RT
CTR. R= 5.00'
+29.65
31.41' RT
PC
+24.65
31.41' RT 608236_HD (CT).DWG3-Jan-2019 3:22 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
32 162
608236
CURB TIE & GRADING PLANS
CONTINUED ON
SHEET 33
CONTINUED ON
SHEET 30
20
SCALE: 1" = 20'
0 50 100
N
WG
WG
WG
WG
WG
WG
WSO
S
S S S
WG
WG
S
20 21 22 23 24 25 26
301302PC +28.88
PT +20
.53
DAMON ROAD
INDUSTR
IAL
DR
IVE
R&R ULT 5 &
PROP. 6' SW
GUY, B.O.
R&R ULT 7 &
PROP. 15' GUY, B.O.
RET.
ULT 6
RET. ULT 501
& GUY
PROP. OVERHEAD
WIRES, B.O. (TYP.)
(RET.)
(REM.)
(RET.)
R&R UPL 40K &
PROP. 15' GUY, B.O.
R&R ULT 3 &
PROP. 15' GUY B.O.
(REM.)
(REM.)
(ADJ.)
(ADJ.)(ADJ.)
(ADJ.)
(REM.)
(REM.)
(ADJ., B.O.)
(ADJ., B.O.)
(RET.
)(RET.)(ABAN.)(RET.)
(REM.)
(RET
.
)
(RET
.
)
PROP. CONST.
& PGL
PROP.
CONST
.
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
CBCI-304
(R&R, B.O.)
(ADJ., B.O.)
(ADJ., B.O.)
(R&
R
,
B
.
O
.
)
(RET.)
(REM.)(REM.)(REM.)(REM.)
REM. LPL
RET.
LPL
(REM.)
(ADJ., B.O.)
PROP. 2-3" OVER 2-6" ELEC.
CONDUIT, TYPE NM
PROP. 4-4" COMMUNICATIONS
CONDUIT, TYPE NM;
(2) VERIZON OVER
(1) COMCAST & (1) SPARE
PROP. STUB
POLE, B.O.
REM. ULT 4, B.O.
REM. UPL, B.O.
(ABAN., B.O.)
PROP. 1-3P ELEC. SERVICE REL.
W/4" RIGID STL. RISERS & SWEEP - GALV;
3'-4" PVC & APPROVED HANDHOLE
(POLYMER CONC.) CONN. TO EXIST.
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N2950127.0115
E349409.8741
CBCI-303
CBCI-305
EX-DMH-302EX-DMH-301
PROP. 56'-12" RCP
P
R
O
P
.
4
4
'
-
1
2
"
R
C
P
CBCI-300
D
DMH-302PRO
P
.
3
9
'
-
1
0
"
D
I
P
CBCI-301
PROP. 16'-10" DIP
EX-DMH-300
EX-CB-303
PROP. 177'-15" RCP PROP. 85'-15" RCP
PROP. HIGHWAY GRADE
CROSSING CANTILEVER
TRUSS AND GATE (B.O.);
R&S EXIST.
PROP. HIGHWAY GRADE
CROSSING CANTILEVER
TRUSS AND GATE (B.O);
R&S EXIST.(RET.)(REM.)(REM.)
PROP. TEMP.
EASEMENT (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
END PROP. CITY
ALTERATION
BEGIN PROP. CITY
ALTERATION
BEGIN PROP. CITY ALTERATION
END PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
PROP. PERM.
EASEMENT (TYP.)
PROP. SIGNAL
EQUIPMENT (TYP.)
(SEE TRAFFIC
SIGNAL PLANS)
PROP. 1-3P ELEC. SERVICE
REL. W/4" RIGID STL.
RISERS & SWEEP-GALV.
15'-4" PVC & APPROVED
HAND HOLE (POLYMER
CONC.) CONN. TO EXIST.
EX-DMH-304
(ADJ.)
STRUCTURE TABLE
STR ID
CBCI-300
CBCI-301
DMH-302
EX-DMH-300
EX-DMH-301
CBCI-303
CBCI-304
EX-DMH-302
CBCI-305
EX-DMH-304
ALIGNMENT
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
STA. & OFFSET*
21+82
27.67' (RT)
22+22
60.50' (RT)
22+23
40.95' (RT)
22+40
18.43' (RT)
22+70
7.16' (RT)
22+88
64.34' (RT)
23+12
21.95' (LT)
23+50
7.17' (RT)
23+51
32.50' (RT)
25+31
7.52' (RT)
RIM
RIM = 148.05
RIM = 147.50
RIM = 147.95
RIM = 147.94
RIM = 148.00
RIM = 147.85
RIM = 147.43
RIM = 147.52
RIM = 147.01
RIM = 146.23
INV DATA
10" DIP OUT = 145.15
10" DIP OUT = 145.02
10" DIP IN (CBCI-300) = 144.95
10" DIP IN (CBCI-301) = 144.94
12" RCP OUT = 144.93
12" RCP IN (DMH-302) = 144.92
12" RCP OUT = 143.97
12" RCP IN (CBCI-303) = 144.00
12" RCP IN (EX-DMH-300) = 143.90
12" RCP OUT = 143.75
12" RCP OUT = 144.27
12" RCP OUT = 143.30
12" RCP IN (CBCI-304) = 142.86
12" RCP IN (EX-DMH-301) = 142.81
12" RCP IN (CBCI-305) = 142.76
15" RCP OUT = 142.73
12" RCP OUT = 142.86
15" RCP IN (EX-DMH-302) = 141.34
12" RCP IN (EX-CB-303) = 141.39
12" IN () = 141.84
15" RCP OUT = 141.34
COMMENTS
CONN. TO EXIST.
ADJ.
ADJ.
ADJ.
ADJ.
PROP. 2-4" MBI/AXIA
CONDUIT, TYPE NM
N69°04'07"E
1066.02'
PROP. TEMP.
EASEMENT (TYP.)S20°55'53"E28.88'L=91.65'R=175.00'S50°56
'16
"E179.47
'
PROP. MASONRY
PLUG (TYP.)
ABAN. PORTION
OF PIPE
(RET.)
PROP. UP &
PROP. 15' GUY, B.O.
(RET.)608236_HD (DU).DWG4-Jan-2019 11:08 AMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
43 162
608236
DRAINAGE & UTILITY PLANS
CONTINUED ON
SHEET 44
CONTINUED ON
SHEET 41
N
20
SCALE: 1" = 20'
0 50 100
WG
WG
WG
WG
WG
WG
WSO
S
S S S
WG
WG
S
20 21 22 23 24 25 26
301302PC +28.88PT +20
.53
DAMON ROAD
INDUSTR
IAL
DR
IVE
(REM.)
(REM.)
(REM.)
(REM.)
(R&S)(R&S)(R&S)
(R&S)
(R&S)
(ADJ.)
(R&S)
(REM.)
(RET.)
(REM.)
PROP. CONST.
& PGL
PROP.
CONST
.
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
PROP. TEMP.
EASEMENT (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
END PROP. CITY
ALTERATION
BEGIN PROP. CITY
ALTERATION
BEGIN PROP. CITY ALTERATION
END PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N2950127.3283
E349410.1313
END PROP. CITY
ALTERATION
R&S HYD. AFTER
NEW WATER
SERVICE IS
ACTIVE
PROP. HYD.
PROP. 31'-6" DI WATER PIPE
W/ 6" GATE AND GATE BOX
AND 12"x6" TEE
SMH-1
PROP. 97'
-
8
"
C
I
P
P
S
A
N
I
T
A
R
Y
S
E
W
E
R
P
I
P
E
SMH-2
PROP. 276'-8" PVC SANITARY SEWER PIPE
SMH-3
PROP. 3,500'-12" DI WATER PIPEPROP. 117'-12" HDPE DIRECTIONAL BORE
(ABAN.)(ABAN.)
R&S HYD. AFTER
NEW WATER
SERVICE IS
ACTIVE
PROP. 12"
IN-LINE GATE
AND GATE BOX
SMH-4
PROP. 141'-8" PVC
SANITARY SEWER PIPE
PROP. 12"x12" TEE
PROP. 12" IN-LINE
GATE AND GATE BOX
PROP. 48'-2" COPPER
TUBING TYPE K AND
2" CORPORATION COCK
(ABAN.)
PROP. 412'-6" PVC SDR-21
SANITARY FORCE MAIN
PROP. CURB STOP AND
SERVICE BOX
(R&S)
PROP. 7'-6" DI
WATER PIPE W/
6" GATE AND
GATE BOX AND
12"x6" TEE
(ABAN
.
)
(ABAN
.
)
SEWER STRUCTURE TABLE
STR ID
SMH-1
SMH-2
ALIGNMENT
DAMON ROAD
DAMON ROAD
STA. & OFFSET*
19+78
20.95' (RT)
20+77
1.92' (RT)
RIM
RIM = 148.58
RIM = 149.12
INV DATA COMMENTS
8" PVC IN (SMH-2) = 144.26
8" PVC OUT (EX-SMH-1) = 144.16
REPLACE
EXIST. SMH
8" PVC IN (SMH-3) = 142.16
8" PVC OUT (SMH-1) = 142.06
SMH-3 DAMON ROAD 23+57
2.97' (RT)RIM = 147.57 REPLACE
EXIST. SMH
8" PVC IN (SMH-4) = 144.50
8" PVC OUT (SMH-2) = 142.31
SMH-4 DAMON ROAD 25+03
4.58' (RT)RIM = 146.59 REPLACE
EXIST. SMH
6" PVC IN (SMH-5) = 141.72
6" AC IN = 143.78
6" AC IN = 143.18
8" PVC OUT (SMH-3) = 141.62
D
PROP. 5'x5'
RECEIVING PIT
PROP. 5'x5'
LAUNCHING PIT
PROP. PERM.
EASEMENT (TYP.)
(R&S)
6" DI IN = 141.72
PROP. 22.5° BEND
PROP. (2) 45° BENDSPROP.
305
'
-12
"
D
I
WATER
P
IPE
PROP. 12" GATE AND GATE BOX
CONNECT TO EXIST.
PROP. 6'-6" DI WATER
PIPE W/ 6" GATE AND
GATE BOX AND 12"x6" TEE
PROP. HYD.
PROP. 15'-6" DI
WATER PIPE W/
6" GATE AND
GATE BOX AND
12"x6" TEE
PROP. TEMP.
EASEMENT (TYP.)
N69°04'07"E
1066.02'S20°55'53"E28.88'L=91.65'R=175.00'S50°56
'16
"E179.47
'
REPLACE
EXIST. SMH
(REM.)
PROP. GRINDER PUMP
CONNECT INLET & OUTLET
TO EXIST. SERVICE LINES
(SEE DETAILS ON SHEET 69)
PROP. CURB BOX AND
CHECK VALVE
PROP. 2" VENT
PIPE (B.O.)
PROP. 56'-11
4" PVC SDR-21
SANITARY FORCE MAIN
PROVIDE FITTINGS TO 8" SANITARY
SEWER FROM 11
4" FORCE MAIN
PROP. 12" CAST
IRON PLUG (TYP.)608236_HD (W&S).DWG3-Jan-2019 3:45 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
59 162
608236
WATER & SEWER PLANS
CONTINUED ON
SHEET 60
CONTINUED ON
SHEET 57
N
20
SCALE: 1" = 20'
0 50 100
ONLYONLYONLYONLYSONLY20212223 24 25 26
SL
10' CW
SL
10' CW
SWL(245')
SWL(75')SWL(255
'
)DBYL(225')SWL(80')SWL(155'
)
SWL(605')
DBYL(535')
SWL(505')
SWL(100')
DWLEx(120')
SL
(R&D)
(R&D)
R2-1(30)W12-2
W16-9p
OM3-L
(RET.)
(RET.)
(RET.)
(R&D)
W10-1
R8-10
R8-10
PROP. 10' WIDE
GREEN BIKE BOX
WITH WHITE BICYCLE
MARKINGS (TYP.)
M4-5
M3-3
M1-1(91)
M6-3
(R&D)
R3-7R
(R&D)
R2-1(30)
(R&R)(R&D)
(R&D)
(R&D)
(R&R B.O.)
(R&D)R3-8d
(R&D)
(R&D)
(R&D)
(R&D)
(R&D)
MA-D1-7a(2)
(STA. 21+40.5, 43' LT)
SL
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N2950127.3283
E349410.1313
DAMON ROAD
INDUSTR
IAL
DR
IVE
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
R8-8
R8-8
SWL(240')
SWL(35')
SWL(240')
DBYL(255')
5'
11'
11'
11'
5'
SL
(R&D)
R14-1
M4-5
M3-4
MA-M1-5(9)
M6-3
SWL (55')SWL (55')PROP. BIKE LANE
MARKING (TYP.)
W11-15
W16-9p
BWL(400')
11'11'5'11'(2) MA-D3-1J MNT BTB
(2) MA-D3-1K MNT BTB
(2) MA-D3-1J MNT BTB
(2) MA-D3-1K MNT BTB
DYLEx(120')
SWL(85')
END PROP. CITY
ALTERATION
BEGIN PROP. CITY
ALTERATION
END PROP.
CITY
ALTERATION
BEGIN PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
PROP. PERM.
EASEMENT (TYP.)
SL
SWL(200')SLSWL(75')
SWL(180')
SWL(185')
DBYL(95')
SWL(180')11'11'5'DBYL(90)
DBYL
(90')
DWLEx(56')11'11'5'11'11'5'11'11'11'5'11'5'11'11'11'11'5'11'5'PROP. DYNAMIC
ENVELOPE PAVEMENT
MARKING
SWL(70
'
)SWL(45
'
)
1'DWLE
x
(
8
8
'
)
DWLEx(24')
R4-411'301302PC +28.88PT +20
.53
BWL(80')
W4-2R5'11'11'"LEFT TURN
YIELD ON
GREEN BALL"
(RET.)
W25-1
(ON M.A.
SHAFT)
+83
+16+98
+58
+34 +10
+90 +35 +47
+96
+95
+54
+76
+09 +39
+47+36
+97
+67 +24
+92
+42
+15
+01
+57
+68
+83
+22
+47
+41
+28
EXIST
.DBYL+21
+46
5'
±14'
5'
±16'
5'
+37
+47
+20
+11
+93
+01
+42
+44 +45+94
DWLEx(120')
DAMON ROAD 608236_HD (TSPM).DWG4-Jan-2019 11:09 AMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
74 162
608236
TRAFFIC SIGN & PAVEMENT
MARKING PLANS
CONTINUED ON
SHEET 75
CONTINUED ON
SHEET 72
20
SCALE: 1" = 20'
0 50 100
N
ONLYONLYONLYONLYS
SONLY
SL
10' CW
SL
10' CWB
A
D
SL
F
G
H
J P1
P2
P3P4
R&R 10' SIGNAL POST
ASSEMBLY ON NEW FDN
(STA. 22+50, 31.3' LT);
R&R EXIST. SIGNAL HEAD TO 10' SIGNAL
POST (@ STA. 22+84, 28.5' LT) AS HEAD "G"
PROP. 10' SIGNAL POST
w/BASE & FOUNDATION
(STA. 23+22.8, 26.7' LT)
R&R 30' MAST ARM
ASSEMBLY COMPLETE
ON NEW FOUNDATION
(STA. 23+25.2, 40.5' RT)
PROP. 8' SIGNAL POST
w/BASE & FOUNDATION
(STA. 23+01.2, 52.8' RT)
PROP. HIGHWAY GRADE
CROSSING CANTILEVER
TRUSS AND GATE BY
OTHERS; R&S EXIST.
PROP. HIGHWAY GRADE
CROSSING CANTILEVER
TRUSS AND GATE BY
OTHERS; R&S EXIST.
21
RET. EXIST. 45' MAST
ARM ASSEMBLY; PROP.
SIGNAL HEAD "D" ON SHAFT
RET. CONDUIT
3
4
5
6
Ø6
Ø2
Ø8
Ø4
PROP. ZONE OF
DETECTION (TYP.)
DAMON ROAD
DAMON ROAD
INDUSTR
IAL
DR
IVE
SL
REC#1
REC#2
REC#3
PREEMPTION
CONF. STROBE
C
M
Ø6
Ø5
Ø4
7
S2
S3
20 21 22 23 24 25
301302PC +28.88PT +20
.53
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
PROP. PERM.
EASEMENT (TYP.)
BEGIN PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
E
R&R 10' SIGNAL POST
ASSEMBLY ON NEW FDN
(STA. 22+68, 29.8' LT)
RET. EXIST. TRAFFIC
SIGNAL CONTROLLER
PROP. PED. SIGNAL HEAD
AND PUSH BUTTON ON
RELOC. MAST ARM SHAFT
RET. EXIST. 25' MAST
ARM ASSEMBLY
L
N
PROP. 10' SIGNAL POST
w/BASE & FOUNDATION
(STA. 22+11.6, 55.4' RT)
LIMIT OF WORK
STA. 302+80.00
MEET EXISTING
N2950127.3283
E349410.1313
PROP. 12"x12"
PULLBOX
(TYP.)
PROP. 3"
CONDUIT
(TYP.)REM. HANDHOLE;
EXTEND CONDUIT
w/PROP. 3" CONDUIT
RET. CONDUITS & HANDHOLE;
ADJUST FRAME & COVER
BREAK INTO EXIST.
CONDUIT w/PROP.
HANDHOLE-SD2.022
(SEE GENERAL NOTE #4)
EXTEND CONDUIT
w/PROP. 3" CONDUIT
TO RELOC. U.P. FOR
SERVICE CONNECTION
PROP. 12"x12"
PULLBOX (TYP.)
PROP. BREAK INTO
CABINET FOUNDATION
WITH 3" CONDUIT
BEGIN PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
SL
REM. PULL BOX AND
PROP. 3" CONDUIT TO
CONNECT TO EXIST.;
PROP. RR PREEMPTION
CABLE IN EXIST. CONDUIT
TO RR CONTROLLER
CABINET; COORDINATE
WITH PAN AM RAILWAYS
FOR ALL PROP. WORKS
(SEE GENERAL NOTE #4)
CONTRACTOR SHALL
LOCATE AND RETAIN
EXIST. CONDUIT
UNDER RR TRACK
EXIST.
RAILROAD
CONTROLLER
CABINET
PROP. 12"x12"
PULLBOX
(TYP.)
CUT CONDUIT
AND EXTEND
w/PROP. 3"
CONDUIT TO
PROP. PULL BOX
PROP. 3"
CONDUIT
(TYP.)
CUT CONDUIT AND EXTEND
w/PROP. 3" CONDUIT TO
PROP. ELECTRIC HANDHOLE
(SEE GENERAL NOTE #4)
CUT CONDUIT AND
EXTEND w/PROP. 3"
CONDUIT TO PROP.
E.H.H - SD2.022
(SEE GENERAL NOTE #4)
"LEFT TURN
YIELD ON
GREEN BALL"
(RET.)
K
PROP. W25-1 SIGN
ON MAST ARM SHAFT
Ø2
Ø1
8
9
END PROP. CITY
ALTERATION
R&R 10' SIGNAL POST
ASSEMBLY ON NEW FDN
(STA. 22+84, 28.5' LT)608236_HD (TS).DWG3-Jan-2019 3:53 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
89 162
608236
TRAFFIC SIGNAL PLANS
CONTINUED ON
SHEET 91
CONTINUED ON
SHEET 87
20
SCALE: 1" = 20'
0 50 100
N
GENERAL NOTES:
1.SEE "TRAFFIC SIGN & PAVEMENT MARKING PLANS" FOR ALL PROPOSED SIGNS AND
EXISTING SIGNS.
2.RETAIN ALL EXISTING TRAFFIC SIGNAL EQUIPMENT EXCEPT AS NOTED.
3.THE EXISTING WIRELESS BROADBAND INTERCONNECT SYSTEM WITH KING ST/N. KING
STREET SIGNAL SHALL BE RE-USED. WIRELESS ANTENNA (DIAMOND SHAPE) ON THE
SW CORNER 45' MAST ARM SHALL BE ADJUSTED TO PROVIDE LINE OF SIGHT WITH
WIRELESS ANTENNA AT KING ST/N. KING ST INTERSECTION. CONTRACTOR SHALL
VERIFY AND INSURE THE WIRELESS BROADBAND INTERCONNECT SYSTEM IS
OPERATIONAL.
4.FOR PROPOSED MAST ARMS THAT ARE IN CLOSE PROXIMITY TO OVERHEAD WIRES,
THE CONTRACTOR SHALL COORDINATE WITH THE OVERHEAD UTILITY COMPANY FOR
THE INSTALLATION OF THE MAST ARM FOUNDATIONS.
5.CONTRACTOR SHALL COORDINATE WITH PAN AM RAILWAYS FOR THE INSTALLATION
OF THE RAILROAD PREEMPTION CABLE. EXISTING RAILROAD PREEMPTION CABLE
SHALL BE MAINTAINED UNTIL THE NEWLY PROPOSED CABLE IS FULLY OPERATIONAL.
IN THE CASE WHERE THE EXISTING RAILROAD PREEMPTION CABLE IS DISCONNECTED
TEMPORARY AND THE NEWLY PROPOSED CABLE HAS NOT YET INSTALLED,
CONTRACTOR SHALL COORDINATE WITH PAN AM RAILWAYS FOR AN ALTERNATIVE
MEAN TO INITIATE RAILROAD PREEMPTION.
WG
WG
WG
WG
WG
WG
WSO
S
S S S
WG
WG
S
L=91.65'R=175.00'
20 21 22
23
24
25
26
301302PC +28.88PT +20
.53
IN
T
E
R
S
T
A
T
E
9
1
NO
R
T
H
BO
U
N
D
DAMON ROAD CONST. STA. 22+56.11 =
INDUSTRIAL DR CONST. STA. 300+00.00
DAMON ROAD
INDUSTR
IAL
DR
IVE
PROP. CONST.
& PGL
PROP.
CONST
.
& PGL
N69°04'07"E
1066.02'S50°56
'16
"E179.47
'
PROP. GRAN. CURB
TYPE VA4 (TYP.)S20°55'53"E28.88'(REM.)
(RET.)(RET.)(RET.)(RET.)
(RET
.
)
(RET.)(RET.)PROP. LOAM
& SEED (TYP.)
PROP. SLOPE
LIMIT (TYP.)
BOS
BOSTOS
PROP. TEMP.
EASEMENT (TYP.)
RET.
TREES
(TYP.)
RET. LIGHT POLE (TYP.)
(RET.)(RET.)
(RET.)
REM.
TREE
(TYP.)
PROP. TEMP.
EASEMENT (TYP.)
PROP. PERM.
EASEMENT (TYP.)
END PROP. CITY ALTERATION
PROP. INDIVIDUAL TREE
PROTECTION (TYP.)
PROP. CEM. CONC.
SIDEWALK (TYP.)
PROP. HMA
CURB TYPE 2
BEGIN PROP. CITY
ALTERATION
PROP. CEM. CONC.
SIDEWALK (TYP.)
PROP. SLOPE
LIMIT (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
PROP. LOAM
& SEED (TYP.)
PROP. HMA CURB
TYPE 2
PROP. GRAN. CURB
TYPE VA4 - SPLAYED END
BEGIN PROP. CITY
ALTERATION
END PROP. CITY
ALTERATION
PROP. CEM. CONC.
SIDEWALK (TYP.)
PROP. GRAN. CURB
TYPE VA4 (TYP.)
PROP. SLOPE
LIMIT (TYP.)
END PROP. CITY
ALTERATION
PROP. LOAM
& SEED (TYP.)
REM. LIGHT POLES (TYP.)
PROP. CEM. CONC.
SIDEWALK (TYP.)
PROP. GRAN. CURB
TYPE VA4 (TYP.)PROP. LOAM
& SEED (TYP.)
PROP. TEMP.
EASEMENT (TYP.)
PROP. HMA CURB TYPE 2
MEET SITE CURBING
END PROP.
CITY ALTERATION
TOS
R&D EXIST.
GUARD RAIL
R&R ULT 5 &
PROP. 6' SW GUY
R&R ULT 7 &
PROP. 15' GUY
RET.
ULT 6
RET. ULT 501
& GUY
PROP. OVERHEAD
WIRES (TYP.)
R&R UPL 40K &
PROP. 15' GUY
R&R ULT 3 &
PROP. 15' GUY
REM. LPLS (TYP.)
REM. LPL
PROP. STUB
POLE
REM. ULT 4
REM. UPL
PROP. OVERHEAD
WIRES (TYP.)
D
I
N
T
E
R
S
T
A
T
E
9
1
SO
U
T
H
BO
U
N
D
PROP. UP &
PROP. 15' GUY, B.O.608236_HD (LD).DWG3-Jan-2019 3:58 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
-
NORTHAMPTON
DAMON ROAD
106
608236
CONTINUED ON
SHEET 107
20
SCALE: 1" = 20'
0 50 100
N
PROP. SHRUB
PROP. LIMIT OF CLEARING
EXISTING TREE TO REMAIN (TYP.)
LEGEND
PROP. DECIDUOUS TREE (TYP.)
PROP. NATIVE SEED MIX
PROP. AGED PINE BARK MULCH
PLANTING NOTES
1.CONTRACTOR SHALL HAVE SUBSURFACE UTILITIES
MARKED PRIOR TO THE START OF WORK.
2. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE
APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
PLANTING.
3. ALL PLANT MATERIALS WILL HAVE TAGS INDICATING
COMMON NAME, BOTANICAL NAME AND SIZE.
4. ALL PLANTS WILL BE MULCHED PER THE PLANTING
SPECIFICATIONS, DETAILS AND SPECIAL PROVISIONS.
5. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED
UNLESS NOTED OTHERWISE.
PROP. WETLAND SEED MIX
PROP. INDIVIDUAL TREE PROTECTION (TYP.)
REMOVE TREE (TYP.)
PROP. LAWN AREA SEED MIX
PROP. NATIVE SEED OVER MODIFIED ROCKFILL
PROP. TREE PROTECTION FENCE (TYP.)
4 OF 11
LANDSCAPE PLANS
162
CONTINUED ON
SHEET 104