Attachment B - NOI Plans - February 2018.pdfNORTHAMPTON
HADLEY
C
O
N
N
E
C
T
I
C
U
T
RI
V
E
R
BR
I
D
G
E
S
T
.
(R
O
U
T
E
9
)
I-9
1
D
A
M
O
N
R
O
A
D
CO
O
L
I
D
G
E
BRI
D
G
E
M
A
R
S
H
A
L
L
S
T
.
SHELDON FIELD.
K
I
N
G
S
T
.
LENGTH OF PROJECT = 1412.07 FEET = 0.267 MILES
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
PROJECT END
ROUTE 9
STA. 122+00.00
N 2948980.8463
E 353404.4928
PROJECT BEGIN
ROUTE 9
STA. 107+50.00
N 2947841.7339
E 352645.3301
PROJECT
LOCATION
TITLE SHEET
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATE
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
IN THE CITY OF
HAMPSHIRE COUNTY
I-91 INTERCHANGE 19
NORTHAMPTON
FEDERAL AID PROJECT NO.
HIGHWAY DIVISION
PLAN AND PROFILE OF
HIGHWAY ADMINISTRATOR
60
4
5
9
7
_
G
E
1
(
T
I
T
L
E
)
N
O
I
.
D
W
G
26
-
F
e
b
-
2
0
1
8
11
:
5
1
A
M
Pl
o
t
t
e
d
o
n
DATE DESCRIPTION REV #
DESIGN DESIGNATION
(DAMON ROAD)
DESIGN SPEED 35 MPH
ADT (2009)23,700
ADT (2034)31,100
K 7%
D 52%
T (PEAK HOUR)4%
T (AVERAGE DAY)6%
DHV 2,177
DDHV 1,133
FUNCTIONAL
CLASSIFICATION
URBAN MINOR
ARTERIAL
NOTICE OF INTENT
N
THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015,
THE 2016 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD
DETAILS, (AS RELATED TO TRAFFIC STANDARD DETAILS ONLY), OVERHEAD SIGNAL STRUCTURE
STANDARD DRAWINGS DATED DECEMBER 2015, 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.
1000
SCALE: 1" = 1000'
0 2000 3000 4000
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
G
E
1
(
T
I
T
L
E
)
N
O
I
.
D
W
G
26
-
F
e
b
-
2
0
1
8
11
:
5
1
A
M
Pl
o
t
t
e
d
o
n
68
INDEX
SHEET NO.DESCRIPTION
1 TITLE SHEET & INDEX
2 KEY PLAN
3 - 8 TYPICAL SECTIONS
9 - 18 CONSTRUCTION PLANS
19 - 30 DRAINAGE PLANS
31 - 68 CROSS SECTIONS
DESIGN DESIGNATION (ROUTE 9)
EAST OF DAMON RD.WEST OF DAMON RD.
DESIGN SPEED 40 MPH 40 MPH
ADT (2009)39,600 26,800
ADT (2034)52,700 35,400
K 8%8%
D 51%71%
T (PEAK HOUR)11%11%
T (AVERAGE DAY)12%12%
DHV 4,215 2,831
DDHV 2,150 2,011
FUNCTIONAL CLASSIFICATION PRINCIPAL ARTERIAL PRINCIPAL ARTERIAL
101 ARCH STREET, SUITE 301, BOSTON, MA 02110, (857) 453-5450
DESIGN DESIGNATION
(NB OFF / SB ON)
DESIGN SPEED 40 MPH
ADT (2009)9300 / 9200
ADT (2034)9800 / 9700
K 8.5% / 8.8%
D 100% / 100%
T (PEAK HOUR)4.0% / 4.4%
T (AVERAGE DAY)15.5% / 9.2%
DHV 830 / 850
DDHV 830 / 850
FUNCTIONAL
CLASSIFICATION
URBAN MINOR
ARTERIAL
FEB. 2, 2018 NOTICE OF INTENT 0
PROJECT END
DAMON RD
STA. 205+93.50
N 2949095.4419
E 352766.2049
PROJECT END
NB OFF RAMP
STA. 296+85.31
N 2947250.3584
E 353870.6734
PROJECT END
SB ON RAMP
STA. 520+27.97
N 2946555.6629
E 3534055.0660
BRIDGE NO.
N-19-62
1
SB
O
N
R
A
M
P
NB
O
F
F
R
A
M
P
ROUTE 9
DA
M
O
N
R
O
A
D
CONNECTICUT RIVER
NO
R
W
O
T
T
U
C
K
R
A
I
L
T
R
A
I
L
H
U
B
B
A
R
D
S
T
.
MA
R
S
H
A
L
L
S
T
.
I-9
1
S
B
I-9
1
N
B
RIVER
R
O
A
D
BAN
K
107
110
115
120
122
50
0
50
5
510
515
520
522
295
300
305
31
0
311
400
40
5
20
0
20
5
20
5
C
O
O
L
I
D
G
E
A
V
E
SH
E
R
M
A
N
A
V
E
GL
E
N
W
O
O
D
A
V
E
DA
Y
A
V
E
KEY PLAN - 20 SCALE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
G
E
3
(
N
O
I
K
E
Y
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
11
:
5
5
A
M
Pl
o
t
t
e
d
o
n
68
N
0
SCALE IN FEET
00150 150 300
2
9
19
XX
XX
CONSTRUCTION PLANS
DRAINAGE PLANS
LEGEND
10 20
11 21
12
22
18
28
17
27
16
26
14
24
13
23
15
25
PROJECT END
ROUTE 9
STA. 121+96.83
N 2948980.8528
E 353404.4984
PROJECT BEGIN
ROUTE 9
STA. 107+76.50
N 2947841.7339
E 352645.3301
PROJECT END
DAMON RD
STA. 205+60.84
N 2949095.4419
E 352766.2049
PROJECT END
NB OFF RAMP
STA. 295+50.00
N 2947130.0812
E 353932.6640PROJECT END
SB ON RAMP
STA. 520+65.03
N 2946520.4418 E
354068.2655
ROUTE 9
10.00'
LEFT TURN LANE
8'
BICYCLE LANE
11.00'
TRAVEL LANE
STATION 111+75 TO 112+75
*TOLERANCE FOR CONSTRUCTION ±0.5%
SH
L
O
N
O
.
3
4
9
8
SH
L
O
N
O
.
3
4
9
8
ROUTE 9 BL
P.G.L.
58.3'
RIGHT OF WAY
VARIES 28.5' TO 25.10'
RIGHT OF WAY
5.00'11.00'
TRAVEL LANE
2%2%
2.00'10.00'
LEFT TURN LANE
11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
2.00'
5.00'
BIKE LANE
6.00'
SIDEWALK
ROUTE 9 BL
5.00'
BICYCLE
LANE
GORE
VARIES
VARIES 12' TO 21'GORE
VARIES
ROUTE 9
STATION 107+76.5 TO 109+23
* TOLERANCE FOR CONSTRUCTION ±0.5%
VARIES
TRAVEL LANE
6.00'
BICYCLE
LANE
PROPOSED PAVEMENT
MILLING & OVERLAY
PROP. GRANITE TYPE VA-4 CURB WITH 6" REVEAL
EXIST. GROUND
SA
W
C
U
T
2.0:
1
8'
BICYCLE LANE
11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
2.00'
SHLD.MEDIAN
VARIES
2.00'
SHOULDER
VARIES
TRAVEL LANE
5.00'
BIKE PATH
ROUTE 9 BL
ROUTE 9
STATION 109+23 TO 110+04
*TOLERANCE FOR CONSTRUCTION ±0.5%
5.50'
SIDEWALK
2.0:
1
PROPOSED PAVEMENT
MILLING & OVERLAY
P.G.L.
PROPOSED PAVEMENT
MILLING & OVERLAY
2%
2%
MATCH EXIST
2%
2%SA
W
C
U
T
SA
W
C
U
T
PR
O
P
.
S
H
L
O
2.00'
PROP. 4" CEMENT CONCRETE
PROP. 4" LOAM & SEED
TE
M
P
E
A
S
E
M
E
N
T
3%
1' (GRADE BREAK)
3%1'
CEM. CONCRETE
6.00'
SIDEWALK
1.50%*
5.50'
SIDEWALK
1.50%*
6.00'
SIDEWALK
VARIES
GRASS STRIP
1.50%*
2.0:
1
1.50%*
1.50%*
MATCH EXIST
PROP. GRANITE TYPE SB EDGING (TYP.)
2.0:1
ROUTE 9
8'
BICYCLE LANE
11.00'
TRAVEL LANE
STATION 110+04 TO 111+75
*TOLERANCE FOR CONSTRUCTION ±0.5%
SH
L
O
N
O
.
3
4
9
8
SH
L
O
N
O
.
3
4
9
8
ROUTE 9 BL
P.G.L.
VARIES
RIGHT OF WAY
VARIES 28.5' TO 25.10'
RIGHT OF WAY
11.00'
TRAVEL LANE
2%2%
2.00'11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
2.00'
5.00'
BIKE LANE
6.00'
SIDEWALK
2.0:
1
PROPOSED PAVEMENT
MILLING & OVERLAY
2%2%SA
W
C
U
T
PR
O
P
.
S
H
L
O
1.00'
PROP.LOAM & SEED
3%
1' (GRADE BREAK)
CEM. CONCRETE
6.00'
SIDEWALK
VARIES
GRASS STRIP
1.50%*1.50%*
MEDIAN
VARIESTE
M
P
E
A
S
E
M
E
N
T
PROP. FULL DEPTH WIDENING
PROP. 8" GRAVEL BORROW TYPE C
PROP. 8" GRAVEL BORROW TYPE C
(RAISED MEDIAN ENDS
AT STA 111+25)
MEET EXIST.
PROP. FULL DEPTH WIDENING (<4')
PROP. 8" GRAVEL BORROW TYPE C
R&R GRANITE TYPE VA-4 CURB WITH 6" REVEAL
PROP. FULL DEPTH WIDENING
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
EXISTING GROUND
MEET EXISTING
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEM. CONC.
PROP. 8" GRAVEL
BORROW TYPE C
EXIST.
GROUND
MEET
EXIST.
CEM. CONCRETE
PROP. GRANITE TYPE
VA-4 CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEM. CONC.
PROP. 8" GRAVEL
BORROW TYPE C
EXIST.
GROUND
MEET EXIST.
R&R GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
MEET EXIST.
EXIST. GROUND
PROPOSED PAVEMENT
MILLING & OVERLAY
PROP. GRANITE TYPE SB EDGING (TYP.)
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
MEET EXISTING
EXISTING GROUND
PROPOSED PAVEMENT
MILLING & OVERLAY
PROP. FULL DEPTH WIDENING
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" LOAM
& SEED (TYP.)
PROP. 4" CEM. CONC.
PROP. 8" GRAVEL
BORROW TYPE C
MEET EXIST.
EXIST. GROUND
PROPOSED PAVEMENT
MILLING & OVERLAY
PROP. 8" GRAVEL BORROW TYPE C
PROP. 4" CEMENT CONCRETE
P.G.L.1'
1' (GRADE BREAK)
2.0'
2.0'
2%
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PR
O
P
.
S
H
L
O
PR
O
P
.
S
H
L
O
PROP. 4" LOAM & SEED (TYP.)
VARIES
GRASS STRIP
5.50'
SIDEWALK
CEM. CONCRETE
1.50%*
R&R GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
PROP. 4" LOAM & SEED (TYP.)
VARIES
GRASS STRIP
VARIES
TYPICAL SECTIONS
3
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
(
N
O
I
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
3
3
A
M
Pl
o
t
t
e
d
o
n
68
PAVEMENT NOTES
PROPOSED FULL DEPTH CONSTRUCTION
PROPOSED MILL AND OVERLAY
SURFACE COURSE:5 3 4 IN. SUPERPAVE PLACED IN THREE (3) LAYERS:
1 12 IN. HMA GAP GRADED ASPHALT RUBBER (HMA_ARGG) OVER
1 3 4 IN. SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER
2 12 IN. SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) OVER
BASE COURSE:4 12 IN. SUPERPAVE BASE COURSE - 37.5 (SBC-37.5)
SUBBASE:4 IN. DENSE GRADED CRUSHED STONE FOR SUBBASE OVER
8 IN. GRAVEL BORROW FOR SUBBASE (TYPE C)
SURFACE:1 12 IN. SUPERPAVE SURFACE COURSE - (HMA_ARGG) OVER
1 3 4 IN. SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5)
*** PAVEMENT MICROMILLING (2" MINIMUM DEPTH) TO MEET
PROPOSED GRADING. LEVELING COURSE AS REQUIRED BY
ENGINEER.
TACK COAT:EXISTING ROADWAY WILL BE THOROUGHLY CLEANED PRIOR TO
THE APPLICATION OF TACK COAT. ASPHALT EMULSION WILL BE
APPLIED AT A RATE OF 0.05 GAL/SY BETWEEN NEW PAVEMENT
LAYERS AND AT A RATE OF 0.07 GAL/SY FOR MILLED SURFACES
PROPOSED CEMENT CONCRETE WALK / WHEELCHAIR RAMP / MEDIAN
SURFACE:4" CEMENT CONCRETE
AIR ENTRAINED 4000 PSI, 3 4" 610
FOUNDATION:8" GRAVEL BORROW (TYPE C)
PROPOSED HMA DRIVEWAY
SURFACE:3 34 IN. SUPERPAVE PLACED IN TWO (2) LAYERS:
1 12 IN. SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER
2 14 IN. SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0)
FOUNDATION:8" GRAVEL BORROW (TYPE C)
PROPOSED HOT MIX ASPHALT SHARED USE PATH
SURFACE:4 IN. SUPERPAVE PLACED IN TWO (2) LAYERS:
1 12 IN. SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER
2 12 IN. SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0)
SUBBASE:8" GRAVEL BORROW (TYPE C)
NOTES:
1.THE SURFACE COURSE FOR EACH OF THE PAVEMENT SECTIONS SHALL BE
PLACED IN ONE CONTINUOUS LAYER.
2.HMA FOR PATCHING, ASPHALT EMULSION FOR TACK COAT AND HMA JOINT SEALANT
SHALL BE USED IN ACCORDANCE WITH SECTION 450 QUALITY ASSURANCE OF HMA
SPECIFICATION. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED TO ALL
SURFACES FOR 100% COVERAGE PRIOR TO PAVING WITH HMA.
3.HMA JOINT SEALANT SHALL BE APPLIED TO ALL PAVEMENT JOINTS.
4.TOLERANCE FOR CONSTRUCTION 0.5%±
5.EXISTING GRAVEL SUBBASE MATERIAL THAT IS DETERMINED TO BE SUITABLE
SHALL REMAIN IN PLACE AS DIRECTED BY THE ENGINEER.
PROPOSED INTERSTATE RESURFACING
SURFACE:1 12 IN. HMA GAP GRADED ASPHALT RUBBER (HMA_ARGG) OVER
1 12 IN. PAVEMENT MICROMILLING
PROPOSED FULL DEPTH WIDENING LESS THAN 4'
SURFACE COURSE:3 14 IN. SUPERPAVE PLACED IN TWO (2) LAYERS:
1 12 IN. HMA GAP GRADED ASPHALT RUBBER (HMA_ARGG) OVER
1 3 4 IN. SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5)
BASE COURSE:6 IN. CEM. CONC. BASE COURSE
SUBBASE:8 IN. GRAVEL BORROW (TYPE C)
ROUTE 9
STATION 114+88 TO 115+42
* TOLERANCE FOR CONSTRUCTION ±0.5%
SH
L
O
N
O
.
2
9
6
2
ROUTE 9 BL
11.00'
TRAVEL LANE
6.00'
SIDEWALK
PROP. 8" GRAVEL BORROW TYPE C
PROP. GRANITE CURB WITH 6" REVEAL (TYP.)
ROUTE 9
VARIES 20' TO 12'
LEFT TURN LANE TRANSITION
VARIES 2' TO
8' SHOULDER
11.00'
TRAVEL LANE
STATION 112+75 TO 113+35±
*TOLERANCE FOR CONSTRUCTION ±0.5%
SH
L
O
N
O
.
5
2
6
2
SH
L
O
N
O
.
5
2
6
2
2%
ROUTE 9 BL
P.G.L.
58.3'
RIGHT OF WAY
VARIES 28.5' TO 25.10'
RIGHT OF WAY
VARIES 11.00'
TRAVEL LANE
2%2%
2.00'11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
2.00'
5.00'
BIKE LANE
5.50'
SIDEWALK
VARIES
GRASS STRIP
1.50%*
VARIES
QUARRY
STONE 5.00''
BIKE LANE 11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
VARIES 0' TO 12'
LEFT TURN LANE TRANSITION
VARIES
MEDIAN/SPLITTER ISLAND
VARIES
TRAVEL LANE
PROPOSED PAVEMENT
MILLING & OVERLAY
2%
ROUTE 9
2.00'
11.00'
TRAVEL LANE
STATION 113+35 TO 114+88
*TOLERANCE FOR CONSTRUCTION ±0.5%
2%
ROUTE 9 BL
P.G.L.
VARIES
EXIST. SURFACE
11.00'
TRAVEL LANE
2%2%
2.00'11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
2.00'5.00'
BIKE LANE
6.00'
SIDEWALK
VARIES
GRASS STRIP
1.50%*
PROPOSED PAVEMENT
MILLING & OVERLAY
2%
2.00'
PROP. 4" CEMENT CONCRETE
3%
1' (GRADE BREAK)
REM. GUARDRAIL
6.00'
SIDEWALK
1.50%*
7.00'
SIDEWALK
1.50%*
REM GUARDRAIL
2%2%
GUARDRAIL ENDS AT STA. 115+21
GUARDRAIL ENDS AT STA. 115+40
GUARDRAIL BEGINS
AT STA. 113+67
GUARDRAIL BEGINS AT STA. 113+26
EXIST. COLUMN
2.30'
MIN.
VARIES 12' TO 0'
LEFT TURN LANE TRANSITION
EXIST. COLUMN
EXIST. ABUTMENT
PAVEMENT MILLING MULCH
7.00'
SIDEWALK
PAVEMENT MILLING MULCH
EXIST. ABUTMENT
PROP. GUARDRAIL (SEE DETAIL SHEET 158)
SEE DETAIL SHEET 158
FULL DEPTH PAVEMENT
PROP. FULL DEPTH WIDENING
PROP. GRANITE TYPE SB EDGING (TYP.)
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
MEET EXISTING
EXISTING GROUND
PROPOSED PAVEMENT
MILLING & OVERLAY
PROP. 8" GRAVEL BORROW TYPE C CEM. CONCRETE
R&R GRANITE TYPE VA-4 CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
EXIST. GROUND
MEET EXIST.
CEM. CONCRETE
PROP. GRANITE TYPE
VA-4 CURB WITH 6" REVEAL
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE CPROP. 4" CEMENT CONCRETE
PROP. GUARDRAIL
PROP. 8" GRAVEL BORROW TYPE C
EXIST. COLUMN
PROP. GRANITE EDGING
TYPE SB (TYP.)
PROP. FULL DEPTH WIDENING
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROPOSED PAVEMENT
MILLING & OVERLAY
PROP. GUARDRAIL
PROP. 4" LOAM & SEED OR GRAVEL (SEE CONSTRUCTION PLANS)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
PROP. GUARDRAIL
PROP. FULL DEPTH PAVEMENT
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. QUARRY STONE PAVING
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
REM. GUARDRAIL
PROP. 4" CEMENT CONCRETE
PROP. GRAVEL BORROW TYPE C
PROP. 4" CEMENT CONCRETE
EXIST. COLUMN
EXIST. ABUTMENT
EXIST. ABUTMENT
PROP. 4" LOAM & SEED (TYP.)
REM GUARDRAIL
REM GUARDRAIL
PROP. QUARRY STONE PAVING
PROP. MODULAR BLOCK
RET.WALL BACKFILL WITH
CRUSHED STONE
SEE SHEET 132
PAVEMENT MILLING MULCH
5:1
3.3:1 2.9:1
2.2:1
2:1
PROP.QUARRY STONE PAVING
PROP.QUARRY STONE PAVING
NOTE: BETWEEN STA. 114+00 AND 114+53
REPLACE ENTIRE SLOPE WITH A STONE
PAVING (BOTH SIDES)
MOD.BLOCK WALL BEGIN AT 113+86
SEE DETAIL ABOVE
VARIES
GRASS STRIP
VARIES
2' TO 3'
GORE
VARIES
TYPICAL SECTIONS
4
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
(
N
O
I
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
3
3
A
M
Pl
o
t
t
e
d
o
n
68
STATION 118+70 TO 120+51
* TOLERANCE FOR CONSTRUCTION ±0.5%
**PROP. RAISED MEDIAN FROM STA. 110+75 TO
STA. 112+85
SH
L
O
N
O
.
3
3
2
9
2%
P.G.L.
ROUTE 9 BL
VARIES 61.7' TO 47.9'
RIGHT OF WAY
VARIES 95' TO 140'
RIGHT OF WAY
2%
PROP. 8" GRAVEL BORROW (TYPE C)
PROP. GRANITE CURB
WITH 6" REVEAL (TYP.)
MEET EXIST.
EXIST. GROUND
5.00'
BIKE LANE
4.00'
SHOULDER
VARIES 12.00' - 13.00'
TRAVEL LANE
2.0:
1
12.00'
PATH
INSCRIBED CIRCLE DIAMETER
P.G.L.
ICD BL
16.00'
TRAVEL LANE
100'
LANDSCAPED CENTRAL ISLAND
2.00'
SHOULDER
14.00'
TRAVEL LANE
17.00'
TRUCK APRON
1.00'
SHOULDER
ROUTE 9
2.0%
CONST. BL
12' MIN.
TRAVEL LANE
2%
P.G.L.
DAMON ROAD
MEET EXISTING
ROUNDED (TYP.)
2.0%±
2.0:
1
PROP. SLOPED GRANITE EDGING TYPE SB
MEET EXIST.
EXIST. GROUND
10.00'
SHARED USE PATH
PROP. 6" STAMPED AND COLORED CEM. CONC.
PROP. 12" GRAVEL BORROW (TYPE C)
12'
TRAVEL LANE
12'
TRAVEL LANE
VARIES'
MEDIAN
10'
SHARED USE PATH
VARIES
PAINTED MEDIAN
VARIES
SPLITTER ISLAND'
1.5%*
1.5%*
1.5%*
1.5%*
STATION 400+00 TO 406+26
*TOLERANCE FOR CONSTRUCTION ±0.5%
NOT TO SCALE
STATION 200+33 TO 201+29
* TOLERANCE FOR CONSTRUCTION ±0.5%
6.00'
BIKE PATH
VARIES
GRASS STRIP
VARIES
PROP. HIGH EARLY STRENGTH
CEMENT. CONCRETE
PROP. MODIFIED GRANITE CURB
PR
O
P
.
S
H
L
O
4'
T
Y
P
.
FULL DEPTH PAVEMENT
2.0%
FULL DEPTH PAVEMENT
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C PROP. 4" HOT MIX ASPHALT
ORDINARY BORROW
PROP. GUARDRAIL
PROP. GRANITE CURB WITH 6" REVEAL
PROP. 8" GRAVEL BORROW (TYPE C)
PROP. 4" HOT MIX ASPHALT
ORDINARY BORROW
ROUNDED (TYP.)
PROP. GUARDRAIL
PAVEMENT MILLINGS MULCH
PAVEMENT MILLINGS
MULCH
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C PROP. 8" GRAVEL BORROW TYPE C
PROP. GRANITE CURB WITH 6" REVEAL (TYP.)
FULL DEPTH PAVEMENT
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C PROP. GRANITE EDGING
TYPE SB (TYP.)
FULL DEPTH PAVEMENT
4" LOAM AND SEED
4" LOAM AND SEED
WIDTH
VARIES
GORE1.00'
VARIES
0.50'
1.00'
SHOULDER
PROP. 4" LOAM & SEED
4" LOAM AND SEED
VARIES 12.00' - 13.00'
TRAVEL LANE
VARIES 12.00' - 13.00'
TRAVEL LANE
VARIES 12.00' - 13.00'
TRAVEL LANE
2.0%±
SH
L
O
N
O
.
5
2
6
2
STATION 120+51 TO 122+00
* TOLERANCE FOR CONSTRUCTION ±0.5%
P.G.L.
ROUTE 9 BL
VARIES 12.00' - 13.00'
TRAVEL LANE
ROUTE 9
VARIES 12.00' - 13.00'
TRAVEL LANE
VARIES 12.00' - 13.00'
TRAVEL LANE
VARIES 12.00' - 13.00'
TRAVEL LANE
NOTE: BIKE PATH ENDS AT STA 119+14
2.0%2.0%1.5%*
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
PROP. GRANITE CURB WITH 6" REVEAL
FULL DEPTH PAVEMENT
NOTE: 12' SHARED USE PATH IN SE QUADRANT
233.2:1
2.00'
SHOULDER
2.00'
SHOULDER
11'
TRAVEL LANE
12'
SHARED USE PATH
VARIES
GRASS STRIP
1.5%*
PROP. GRANITE CURB WITH 6" REVEAL (TYP.)
100:1
10:1
MEDIAN
VARIES
GORE
VARIES
6.00'
BICYCLE
LANE
TYPICAL SECTIONS
5
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
(
N
O
I
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
3
3
A
M
Pl
o
t
t
e
d
o
n
68
4.0:12.00%
SH
L
O
N
O
.
5
2
7
7
SHARED USE
PATH
NTS
12.00'
2.0%
CONST. BL
VARIES 12' TO 15'
2%
P.G.L.
ORDINARY BORROW
DAMON ROAD
4" LOAM AND SEED
MEET EXISTING
MEET EXISTING
11'
TRAVEL LANE
11'
TRAVEL LANE
VARIES 0' - 11'
BYPASS LANE
VARIES'
MEDIAN VARIES 10'
SHARED USE PATH
VARIES6'
SIDEWALK
1.5%*1.5%*
STATION 201+29 TO 202+80
* TOLERANCE FOR CONSTRUCTION ±0.5%
FULL DEPTH PAVEMENT
PROP. GRANITE CURB WITH 6" REVEAL (TYP.)
4" LOAM AND SEED
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" LOAM & SEED (TYP.)
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
RAMP CONST. BL
22' MIN.
VARIES
28' TO 30'
TRAVEL LANE
2%
ROUNDED (TYP.)P.G.L.
3.00'
NB OFF-RAMP
STATION 296+85 TO 302+40
MEET
EXISTING
MEET EXISTING
SH
L
O
N
O
.
5
2
6
2
2.00'3.75'3.00'
FULL DEPTH PAVEMENT
PROP. TYPE A HMA BERM (TYP.)
P.G.L.
4" PAVEMENT MILLING
MULCH UNDER GUARDRAIL (TYP.)
SA
W
C
U
T
INTERSTATE RESURFACING
TOP OF SLOPE
PROP W BEAM
HIGHWAY GUARDRAIL
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
FACE OF MECHANICALLY
STABILIZED EARTH SLOPE
(SEE PLAN VIEW)
EL. 125 (100 YEAR FLOOD ELEVATION)
FLOODPLAIN MITIGATION AREA
1
1
2.00'
4.5:1 4.0:1
STATION 18+68 TO 25+12
* TOLERANCE FOR CONSTRUCTION ±0.5%
2 1
2" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0)
1 12" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER
3.50%
ORDINARY BORROW
1.30'
EXISTING
2.00'
MIN.
CONST. BL
VARIES 12' TO 15'
TRAVEL LANE
P.G.L.
DAMON ROAD
VARIES 15' TO 20'
5'
BICYCLE
LANE
6'
SIDEWALK
STATION 202+80 TO 206+06.8
* TOLERANCE FOR CONSTRUCTION ±0.5%
10.0:11.2%2.0%1.5%*
PROP. GRANITE TYPE VA-4
CURB WITH 6" REVEAL
PROP. 4" CEMENT CONCRETE
PROP. 8" GRAVEL BORROW TYPE C
FULL DEPTH PAVEMENT
PROP. GRANITE CURB WITH 6" REVEAL (TYP.)
MEET EXIST.
EXIST. GROUND
MEET EXISTING
8" GRAVEL BORROW TYPE C
CEM. CONCRETE
PROPOSED PAVEMENT
MILLING & OVERLAY
CEM. CONCRETE
PROPOSED PAVEMENT
MILLING & OVERLAY
5.00'
BICYCLE
LANE
VARIES
1' TO 6'
NOTE TO REVIEWER:
BORINGS ARE SCHEDULED TO BE TAKEN IN
JANUARY 2018 ON THE EXISTING SLOPES. 1:1
SLOPE WILL BE UPDATED WHEN RESULTS OF
BORINGS ARE OBTAINED
TYPICAL SECTIONS
6
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
(
N
O
I
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
3
3
A
M
Pl
o
t
t
e
d
o
n
68
RAMP CONST. BL
22' MIN.
VARIES
28' TO 30'
TRAVEL LANE
2%
P.G.L.
3.00'
NB OFF-RAMP
STATION 302+40 TO 307+58
2.0:
1
4" LOAM AND SEED
NB OFF-RAMP
STATION 307+58 TO 311+00
RAMP CONST. BL
12.00'
30.00'
TRAVEL LANE
2%4:1
P.G.L.4" LOAM AND SEED
12.00'
TRAVEL LANE
MEET EXISTING
MEET
EXISTING
MEET EXISTING
SH
L
O
N
O
.
5
2
6
2
SH
L
O
N
O
.
5
2
6
2
TE
M
P
E
A
S
E
M
E
N
T
SA
W
C
U
T
RAMP CONST. BL
12.00'
30.00'
TRAVEL LANE
2.00'
P.G.L.
2.00'3.75'
4" LOAM AND SEED
12.00'
TRAVEL LANE
2.0:1
4" PAVEMENT MILLING
MULCH UNDER GUARDRAIL (TYP.)SA
W
C
U
T
FULL DEPTH
PAVEMENT WIDENING
SB ON-RAMP
STATION 501+85 TO 502+75
PROP. MILL AND
OVERLAY
4.00'6.0:1
3.00'
3.00'3.00'
2.00'
3.75'
2.00'3.75'3.00'
FULL DEPTH PAVEMENT
P.G.L.
PROP. TYPE A HMA BERM (TYP.)
P.G.L.
SH
L
O
N
O
.
5
2
6
2
FLOODPLAIN MITIGATION AREA
EL. 125 (100 YEAR FLOOD ELEVATION)
INFILTRATION BASIN J
4" PAVEMENT MILLING
MULCH UNDER
GUARDRAIL (TYP.)
FULL DEPTH PAVEMENT
PROP. TYPE A HMA BERM (TYP.)
4" PAVEMENT MILLING
MULCH UNDER GUARDRAIL (TYP.)
ORDINARY BORROW
REM. GUARDRAIL
FULL DEPTH
PAVEMENT WIDENING
PROP. TYPE A
HMA BERM (TYP.)
4" PAVEMENT MILLING
MULCH UNDER GUARDRAIL (TYP.)
PROP. SLOPED GRANITE
EDGING TYPE SB
3.00'
SHLDR
3.00'
SHLDR
TOP OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
PROP W BEAM
HIGHWAY GUARDRAIL
PROP W BEAM
HIGHWAY GUARDRAIL
PROP W BEAM
HIGHWAY GUARDRAIL
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
FLOODPLAIN
IMPACT AREA
MEET EXISTING
FLOODPLAIN MITIGATION AREA
EL. 125 (100 YEAR FLOOD ELEVATION)
EL. 125 (100 YEAR FLOOD ELEVATION)
1
1
1
1
1
1
SPECIAL BORROW
ORDINARY BORROW
MEET EXISTING
PROP.SLOPED GRANITE
EDGING TYPE SB
PROP.4" LOAM & SEED
PROP.4" LOAM & SEED
2.
0
0
'
TYPICAL SECTIONS
7
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
(
N
O
I
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
3
3
A
M
Pl
o
t
t
e
d
o
n
68
NOTE TO REVIEWER:
BORINGS ARE SCHEDULED TO BE TAKEN IN
JANUARY 2018 ON THE EXISTING SLOPES. 1:1
SLOPE WILL BE UPDATED WHEN RESULTS OF
BORINGS ARE OBTAINED
RAMP CONST. BL
21' MIN.2.00'
VARIES
25' TO 30'
TRAVEL LANE
VARIES
(4.3% MAX)
P.G.L.
EXIST. GROUND
2.00'
SB ON-RAMP
STATION 504+75 TO 510+50
3.75'
SB ON-RAMP
STATION 502+75 TO 504+75
RAMP CONST. BL
2.00'
30.00'
TRAVEL LANE
4:1 MAX.
P.G.L.
3.00'3.75'
4" LOAM AND SEED
12.00'
TRAVEL LANE
MEET EXISTING
TE
M
P
E
A
S
E
M
E
N
T
SH
L
O
N
O
.
5
2
6
2
METHOD OF BANKING
(SB ON RAMP)
NTS
SLOPE OF
NORMAL
CROWN
FUL
L
B
A
N
K
(
6
%
)
LINE OF ROTATION
AT PGL
RAMP WIDTH
e (%)STATION
LEFT
507+78
3.0%
505+00
502+28
501+78
504+50
500+00
508+00
3.7%
3.7%
4.3%
4.3%
2.0%
2.0%
VARIES
(4.3% MAX)
2.00'
12.00'
3.00'
SH
L
O
N
O
.
5
2
6
2
FLOODPLAIN
IMPACT AREA
EL. 125 (100 YEAR FLOOD ELEVATION)
EL. 125 (100 YEAR FLOOD ELEVATION)
FLOODPLAIN
IMPACT AREA
EL. 125 (100 YEAR FLOOD ELEVATION)
EX
I
S
T
.
S
H
L
O
FLOODPLAIN
IMPACT AREA
RAMP CONST. BL
VARIES 2.00'
VARIES
(4.3% MAX)
P.G.L.
ORDINARY BORROW
SB ON-RAMP
STATION 510+50 TO 520+65
3.75'
MEET EXISTING
4" PAVEMENT MILLING
MULCH UNDER GUARDRAIL (TYP.)
FULL DEPTH WIDENING PROP. TYPE A
HMA BERM (TYP.)
FULL DEPTH PAVEMENT
PROP. TYPE A
HMA BERM (TYP.)
4" PAVEMENT MILLING
MULCH UNDER
GUARDRAIL (TYP.)
4" PAVEMENT MILLING
MULCH UNDER GUARDRAIL
FULL DEPTH PAVEMENT
PROP. TYPE A
HMA BERM (TYP.)
4" PAVEMENT MILLING
MULCH UNDER
GUARDRAIL (TYP.)
4" LOAM AND SEED
MEET EXISTING
4:1 MAX.I-91 SB
PROP. SLOPED GRANITE
EDGING TYPE SB
CEMENT CONCRETE
I-91 SB
EXIST. GROUND
EXIST. GROUND
TOP OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
PROP W BEAM
HIGHWAY GUARDRAIL
PROP W BEAM
HIGHWAY GUARDRAIL
PROP W BEAM
HIGHWAY GUARDRAIL
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
MECHANICALLY STABILIZED
EARTH SLOPE WITH
PLANTABLE FACE FILL
MEET EXISTING
MEET EXISTING
MEET EXISTING
1
1
1
1
1
1
ORDINARY BORROW
SPECIAL BORROW
ORDINARY
BORROW
SPECIAL BORROW
FLOODPLAIN MITIGATION AREA
PROP.4" LOAM & SEED
PROP.4" LOAM & SEED
FLOODPLAIN
MITIGATION
EXTEND GEOTEXTILE AND
TERMINATE AT TOP
OF LOAM & SEED TYPICAL SECTIONS
8
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
(
N
O
I
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
3
3
A
M
Pl
o
t
t
e
d
o
n
68
NOTE TO REVIEWER:
BORINGS ARE SCHEDULED TO BE TAKEN IN
JANUARY 2018 ON THE EXISTING SLOPES. 1:1
SLOPE WILL BE UPDATED WHEN RESULTS OF
BORINGS ARE OBTAINED
BEGIN PROJECT
STA. 107+76.50 (RTE 9)
N 2947841.7339
E 352645.3301
50
1
50
2
2
9
.
0
0
'
3
2
.
0
0
'
30.00'
2
2
.
6
2
'
30.00'
3
2
.
0
0
'
4
9
.
0
0
'
SAWCUT;
MEET EXISTING
ROUTE 9 CONS
T
R
U
C
T
I
O
N
B
L
SAWCUT
SAWCUT
108
109
110
111 112 113PC +37.34
PC +52.57
PC +86.19
PT +40.29
PT +28.11
PRC +30.05
R&R GRANITE
CURB (TYP)
PROP. WCR
R&D EXIST.
MEDIAN
PROP. MILL & OVERLAY
R&R. GRAN.
CURB (TYP.)
PROP. CEM.
CONC. SW (TYP.)
R&R HYD.
L
FULL DEPTH
WIDENING
6.
0
0
'
PROP. MILL & OVERLAY
H
U
B
B
A
R
D
A
V
E
MEET EXIST.
CURB
REMOVE
HEDGE
N
25.
0
0
'
20.00
'
PROP. SHLO
ADJ.
ADJ.
R&R (BO)
ADJ.
ADJ.
ADJ.
PROP. MILL
& OVERLAY
PROP. HMA DRIVE
PROP HMA
DRIVE
PC +87.79
R&D
4
5
15
7
R&D CBPROP. WCR
PROP. CEM.
CONC. SW
(TYP.)
PROP. CEM.
CONC. SW (TYP.)
6
.
0
0
'
6
.
0
0
'
PROP. CEM.
CONC. SW (TYP.)
BEGIN
SHLO ALT.
SECTION 1
R&R (BO)
R&R (BO)
R&R. GRANITE
CURB (TYP.)
R&R GRANITE
CURB
N 36° 32' 15" E 2
0
9
.
2
3
'
N 31° 07' 37" E 8.64'
L=102.95'R=1042.00'
S 60° 36' 35" E 187.79'
2
PROP. WCR
3
C
O
O
L
I
D
G
E
A
V
E
.
PROP. CEM.
CONC. SW (TYP.)
5
.
5
0
'
6
PROP.
WCR
PROP. WCR
L=43.86' R=765.00'
Δ=3° 17' 05"
SAWCUT;
MEET EXISTING
2
6
.
8
3
'
PROP TYPE A
HMA BERM
1
13
12
11
8
9
10
16 17
14
REM. TREE
PROP SHLO
1
PROP. WCR
ROUTE 9 B STA. 111+29.27 =
SB ON RAMP B STA. 500+00.00
L
END SHLO ALT.
SECTION 1
D
D
D
D
MEET EXIST. WALK;
REM. CONC. WALK TO
BACK OF SIDEWALK
D
INFILTRATION BASIN J
SEE SHEET 48 FOR DETAIL
END VERTICAL
GRANITE CURB
PROP. FULL DEPTH
PAVEMENT
FULL DEPTH
WIDENING
RECONSTRUCT CONC. WALK
LOAM & SEED
LOAM & SEED
SAWCUT; MEET EXIST.
RET. SHRUBS/
LANDSCAPED AREA
RET. BUSINESS SIGN
RET. CONC. WALL
RET.
AUXILIARY BASE LINE A
ADJ.
BRIDGE STREET
(ROUTE 9)
PROP. WCR
RET. SHRUBS/
LANDSCAPED AREA
RETAIN WOOD FENCE
RETAIN SHRUBS
ROUTE 9 SURVEY BL
ADJ.
TEMP. EASEMENT
REM. CONC. CURB
R&R
REM. CONC. PAD
BEGIN S.H.L.O. ALT. SECTION 2
MEET CONC. WALK
R&R ROCK WALL
R&R
HYD.
CAST IRON
PLUG
R&S
BEGIN CITY LO ALT.
SECTION 1
ADJ.
ADJ.
REM. SHRUBS
TO L.O. LIMIT
TEMP. EASEMENT
PROP. FULL DEPTH
CONSTRUCTION AT
EXISTING ISLAND
RET. TREE
R&R OH WIRES (BO)
MEET
EXIST.
WALK
REM CONC. WALK
TO BACK OF SW
END CITY
LO ALT. SECTION 1
WG
RET.
R&D CB
R&D EXIST.
MEDIAN & EDGING
PROP LIMIT
OF GRADING
R&D EXIST.
MEDIAN & EDGING
PROP W BEAM
GUARDRAIL
PROP TYPE A HMA BERM
BOTTOM OF SLOPE
PROP. TANGENT
END TREATMENT
S
A
W
C
U
T
BEGIN TYPE A HMA BERM
PROP. FLARED END
R&D EDGING
PROP. SLOPED
GRANITE EDGING
LIMIT OF GRADING
PROP. COMPOST
FILTER TUBE
PROP. 4"
LOAM & SEED
PROP W BEAM
GUARDRAIL PROP. 4"
LOAM & SEED
L
SB ON RAMP
CONSTRUCTION B
RET.RET.
REM.
PROP.
TANGENT END
PROP.
GRANITE CURB
TYPE VA4 (TYP)
REM./ TRIM
TREES WITHIN
TEMP. EASEMENT
R&S
CAST
IRON
PLUG
BEGIN CITY
L.O. ALT.
SECTION 2
R&R OH WIRES (BO)
END SHLO ALT.
SECTION 2
RET.
FENCE
TEMP. EASEMENT
I-
9
1
S
B
R&R ADJ.
ADJ.
PROP. MILL & OVERLAY
R&R
END . CITY
L.O. ALT.
SECTION 3
ADJ.
ADJ.
BEGIN CITY
L.O. ALT.
SECTION 3
END CITY
L.O. ALT.
SECTION 2
ADJ.
M
A
R
S
H
A
L
L
S
T
R
E
E
T
REMOVE HEDGE TO
LAYOUT LINE
2
9
.
0
0
'
2
9
.
0
0
'
2
9
.
0
0
'
2
6
.
8
3
'
2
6
.
8
3
'
2
9
.
0
0
'
2
9
.
0
0
'
6
.
0
0
'
SAWCUTSAWCUT
BRIDGE ST (RTE 9)PROP. 4"
LOAM & SEED
PROP. 4"
LOAM & SEED
PROP. 4"
LOAM &
SEED
R&D EXIST.
ISLAND
& CURB
PROP. HMA
SHARED
USE PATH
END CEM CONC SW
MEET PROP.
SHARED USE PATH
32
PROP CBCI (TYP.),
SEE DRAINAGE PLANS
PROP DMH (TYP.),
SEE DRAINAGE PLANS
N 30° 52' 36" E 145.90'
L=75.55'R=800.00'
R&D EXIST
GUARD RAIL
S
6
0
°
3
6
'
3
5
"
E
1
8
7
.
7
9
'
S
B
O
N
R
A
M
P
R&D GRANITE SLOPED EDGING PROP. CEM.
CONC. MEDIAN
PROP. SLOPED GRANITE EDGING
PROP HMA
SW
PROP. CEM.CONC. CUT-THROUGH
PROP. CEM.CONC. CUT-THROUGH
32
PROP. VERTICAL
GRANITE CURB
PROP.
VERTICAL
GRANITE
CURB
12
5
14
5
CONSTRUCTION PLAN
SHEET 1 OF 10
9
HIGHWAY GUARD DETAILS
SEE SHEET 19
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
10
SEE SHEET 15 FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
3
3
P
M
Pl
o
t
t
e
d
o
n
68
CONTINUED ON
SHEET NO. 15
20
SCALE: 1" = 20'
0 40 80
DRAINAGE DETAILS KEY PLAN
N
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
20
1
PC +25.12
PRC +81.06
40
1
4
0
2
403
404
40
5
40
6
4
9
.
0
'
113
114
115
1
1
6
117
118
119
PC +60.54
PC +86.19
PC +01.59
P
C
+
4
7
.
6
9
PT +80.38
P
T
+
7
4
.
4
4
PT +2
5
.
7
9
PRC +30.05
3
2
.
0
'
SAWCUT
PROP. FULL DEPTH
PAVEMENT
PROP. MODIFIED
GRANITE CURB
PROP. LANDSCAPE
AREA. SEE SHEET 155
PROP. SLOPED GRANITE
EDGING (TYP)
R&D EXIST. MEDIAN,
EDGING & GUARDRAIL
PROP. STAMPED CEM.
CONC. TRUCK APRON
PROP. GRANITE
CURB TYPE VA4 (TYP)
PROP. 6' CEM. CONC. SW (TYP.)
PROP. 4"
LOAM & SEED
PROP. MILL
& OVERLAY
ROUTE 9 CONSTRUCTION BL
FULL DEPTH
WIDENING
PROP. COMPOST FILTER TUBE
PROP. MILL AND
OVERLAY
I-
9
1
S
B
I-
9
1
N
B
PROP. SLOPED GRANITE
EDGING (TYP)
LIMIT OF GRADING
32.
0
'
PROP. FULL DEPTH
PAVEMENT
31.06'
3
0
.
0
0
'
12
.
0
0
'
12.00'
1
7
.
0
0
'
PROP. LANDSCAPE
AREA. SEE SHEET 155
PROP. LANDSCAPED
CENTRAL ISLAND
SEE SHEET 155
PROP. CEM.
CONC. ISLAND
PROP. W BEAM
HIGHWAY
GUARDRAIL PROP. SLOPED
GRANITE EDGING
BRIDGE
S
T
R
E
E
T
(
ROUTE 9
L=82.29' R=100.00'
PROP. SLOPED
GRANITE EDGING
PROP. SHARED
USE PATH (TYP.)
PROP. 4" LOAM
AND SEED
BOTTOM OF 1:1 SLOPE
31
0
311
NB
O
F
F
R
A
M
P
3
6
.
0
'
PROP. MODULAR BLOCK
WALL SEE SHEET 158
DAMON RD B STA. 200+00.00=
ICD B STA. 402+98.09
ROUTE 9 B STA. 118+00.18 =
ICD B STA. 401+48.31
L
L
PROP. COMPOST FILTER TUBE
PROP. CEM.
CONC. MEDIAN
END GRANITE CURB;
BEGIN SLOPED EDGING
ADJ.
WG
ADJ.
ADJ.
ADJ.
PROP. WCR
PROP. WCR
PROP.
WCR
R&R (BO)
R&D CONTROL
CABINET
R&D
SAWCUT
PROP. TERMINAL END
PROP. TANGENT END
R&D GUARDRAIL
TEMP. EASEMENT
18
19
31
29
23
20
PC
+
1
5
.
4
0
PT +97.68
PT
+
6
9
.
8
2
R&S SIGNAL
CONTROL CABINET
30.0'
12.0'
PROP. SLOPED
GRAN. EDGING
PROP. SLOPED
GRAN. EDGING
PROP. 6' CEM.
CONC. SW
6
.
0
'
20
R&R (BO)
R&R (BO)
R&D CURB
R&D MEDIAN
& EDGING
R&R (BO)
R&R CURB
N 9° 2
5
'
3
0
"
E
1
3
4
.
7
5
'
L=248.72' R=450.02'
L
=
6
2
8
.
3
2'
R
=
10
0.00'
BEGIN WALL
STA 113+86.5, 65.7 LT
END WALL STA. 19+00, 0.0' LT
PROP. W BEAM
HIGHWAY GUARDRAIL
PROP. TERMINAL END
PROP. W BEAM GUARDRAIL
PROP. TANGENT
END TREATMENT
PROP. TANGENT END
PROP.
TANGENT END
7
'
N 31° 21' 40" E 121.21'
L=50.32' R=765.00'
Δ=3° 46' 09"
PROP. 4"
LOAM &
SEED
PROP. 4"
LOAM &
SEED
L
L
10.0
'
16 17
400
PROP.
TERMINAL END
NB OFF RAMP B STA. 310+94.21 =
ICD B STA. 406+12.57
L
L
ICD (BACK) B STA. 406+28.32 =
ICD (AHEAD) B STA. 400+00.00
L
L
D
D
D
D
D
D
D
D
D
D
D
D
D
MEET EXIST. WALK
LIMIT OF MILL & OVERLAY
PROP. SHLO ALT.
PROP. GRANITE CURB
BEGIN PROP.
SLOPED EDGING
PROP. SLOPED GRANITE EDGING
BEGIN CITY
L.O. ALT.
SECTION 3
END CITY
L.O. ALT.
SECTION 2
N
B
O
F
F
R
A
M
P
C
O
N
S
T
R
U
C
T
I
O
N
B
L
REM. DGCB
PROP. SLOPED
GRANITE EDGING
R&R GRANITE
CURB (TYP)
ADJ.
R&R HYD.
BEGIN CITY L.O. ALT.
SECTION 4
SEE SHEET 19
R&R
SAWCUT;
MEET EXISTING
R&R
BRIDGE STREET (ROU
T
E
9
)
SAWCUT
RET. FENCE
TEMP. EASEMENT
REM.TREE R&R (BO)
AUXILIARY BASE LINE A
R&D EXIST.
MEDIAN ROUTE 9 SURVEY BL
3
2
.
1
'
17.00'
17
.
0
'
ADJ.
PROP. WCR
R&S
CAST
IRON
PLUG
BEGIN CITY L.O. ALT.
SECTION 3
END SHLO ALT. SECTION 2
END CITY L.O. ALT. SECTION 3
PROP. WCR
R&S
LIMIT OF GRADING
PROP. 4" LOAM & SEED
ICD
CONSTRUCTION BL
BEGIN S.H.L.O. ALT.
SECTION 3
END S.H.L.O.
ALT. SECTION 3
PROP. CEM.
CONC. ISLAND
3
3
.
1
7
'
BRIDGE
S
T
R
E
E
T
(ROUTE
9
)
LIGHTING LOAD
CENTER
PROP. SHARED
USE PATH
33
.
9
2
'
34
.
1
4
'
R&D
CURB
ADJ.
ADJ.
R&S
REM. DMH
REM. CB
20.80'
21.63'
ADJ.
ADJ.
R&R
HYD.
DAMON ROAD
CONSTRUCTION BL
DA
M
O
N
R
O
A
D
R&S
TEMP. EASEMENT
R&R CURBSAWCUT
RET
R&D
R&S
DA
M
O
N
R
O
A
D
R&S
PROP. WCR
PROP. WCR
PROP. SLOPED
EDGING
PROP.
6' CEM. CONC.
SIDEWALK
ADJ.
R&D MEDIAN
& EDGING
PROP.
GRANITE CURB
ADJ.
ADJ.
ADJ.
15
.
0
'
16
.
0
'
15
.
8
'
L
ROUTE 9
C
O
N
S
T
R
U
C
T
I
O
N
B
SAWCUTSAWCUT
1
2
.
0
0
'
6
.
0
0
'
PROP. 12' SHARED USE PATH
END CEM CONC SW,
MEET PROP. HMA
SHARED USE PATH
PROP. 6' HMA
SHARED USE PATH
END CEM CONC SW,
MEET PROP. HMA
SHARED USE PATH
30
21
22
D
D
32
33
PROP. 8' WOOD STOCKADE FENCE
LIMIT OF WORKLIMIT OF WORK
PROP. QUARRY
STONE PAVING,
R&D EXISTING
PROP. QUARRY
STONE PAVING
RET. EXIST. RIPRAP
PROP. LIMIT OF WORK
PROP. LIMIT OF WORK
PROP. CLEARING
AND GRUBBING
34
PROP. W BEAM GUARDRAIL
STA. 114+70.79 TO STA. 115+32
PROP. W BEAM GUARDRAIL
W/ WOOD BACKING
STA. 113+24.91 TO STA. 115+05.93
PROP. CLEARING
AND GRUBBING
PROP. GRAVEL
PROP. 4"
LOAM & SEED
RET. EXIST. STONE PAVING
PROP. CLEARING
AND GRUBBING
PROP. DMH (TYP.),
SEE DRAINAGE PLANS
PROP. CBCI (TYP.),
SEE DRAINAGE PLANS
PROP. CLEARING
AND GRUBBING
PROP. SELECTIVE
CLEARING AND GRUBBING
PROP. SELECTIVE
CLEARING AND GRUBBING
L=72.85' R=91.00'
L=78.11'R=66.00'
N
7
7
°
1
3
'
4
6
"
E
7
3
.
2
5
'
N 35° 04' 18" W 25.12'
L=55.94' R=280.00'
L =1 7 7 .8 0 '
R =3 6 0 .0 0 '
END PROP HMA BERM,
MEET PROP GRANITE EDGING
BEGIN PROP
GRANITE CURB
END SLOPED
EDGING
PROP. SLOPED
GRANITE EDGING
PROP. GRANITE
CURB
PROP 6' HMA
ACCESS PATH
PROP.
WCR
PROP. WCR,
CEMENT CONC.
CUT-THROUGH
PROP. WCR,
CEMENT CONC.
CUT-THROUGH
PROP. CEM.
CONC. ISLAND
PROP. BIKE RAMP
32
PROP.
BIKE
RAMP
PROP.
BIKE
RAMP
PROP SPLAYED
GRANITE
TRANSITION CURB
PROP GRANITE
TRANSITION CURB
PROP SPLAYED
GRANITE
TRANSITION
CURB (TYP.)
6
.
0
0
'
PROP. WOOD GATE
PROP MAINTENANCE
ACCESS PATH
PROP. 4" LOAM
AND SEED
32.05'ROUTE 9 B STA. 115+72.47 =
ICD B STA. 404+92.08
BOT. SLOPE
L
L
INSTALL RRFB (TYP.)
19
20
PC +88.77
PC +0
6
.
0
8
PT
+
1
7
.
3
7
PCC +40.28
123.5
123
124
130
14
0
132
14
3
15
2
14
1
143
137
140
14
5
10
HIGHWAY GUARD DETAILS
STEEL W BEAM TERMINAL SECTION STA 113+54.79, 51.2' LT
STEEL W BEAM HIGHWAY GUARD STA 113+54.79 TO STA 114+94.89 LT
STEEL W BEAM TANGENT END TREATMENT STA 114+94.89 TO STA 115+32.39 LT
STEEL W BEAM TERMINAL SECTION STA 113+61.19, 7.8' LT
STEEL W BEAM HIGHWAY GUARD STA 113+61.19 TO STA 115+15.85 LT
STEEL W BEAM TANGENT END TREATMENT STA 115+15.85 TO STA 115+53.35 LT
STEEL W BEAM TANGENT END TREATMENT STA 113+08.12 TO STA 113+45.70 LT
STEEL W BEAM HIGHWAY GUARD STA 113+45.70 TO STA 115+24.63 LT
STEEL W BEAM TERMINAL SECTION STA 115+24.63, 1.4' LT
STEEL W BEAM TANGENT END TREATMENT STA 113+08.00 TO STA 113+45.50 RT
STEEL W BEAM HIGHWAY GUARD STA 113+45.50 TO STA 115+05.93 RT
STEEL W BEAM TERMINAL SECTION STA 115+05.93, 28.5' RT
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
9
DRAINAGE DETAILS
SEE SHEET 20
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
11
N
CONTINUED ON
SHEET NO. 12
CONTINUED ON
SHEET NO. 13
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
1
P
M
Pl
o
t
t
e
d
o
n
68
20
SCALE: 1" = 20'
0 40 80
CONSTRUCTION PLAN
SHEET 2 OF 10
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
END PROJE
C
TSTA. 121+96
.
8
3
(
R
T
E
9
)
N 2948980.852
8
E 353404.498
4
20
1
PC +25.12
PRC +81.06
401
40
2
403
118
119
120 121
122
PC +60.54
PT +09.27
PT +2
5
.
7
9
2
9
.
0
0
'
31.06'
12
.
0
0
'
12.00'
BRIDGE S
T
R
E
E
T
(
ROUTE 9 )
PROP. 12' SHARED USE PATH
PROP. LANDSCAPE AREA
SEE SHEET 155
PROP. FULL
DEPTH
PAVEMENT
26
.
0
0
'
26
.
6
5
'
PROP. SAWCUT
PROP. MILL
AND OVERLAY
L=55.94' R=280.00'
Δ=11° 26' 46"
PROP. CEM.
CONC.ISLAND
PROP. SLOPED
GRAN. EDGING
PROP. SHARED USE
PATH (TYP.)
PROP. 4" LOAM
AND SEED
PROP. 4" LOAM
AND SEED
BOTTOM
OF SLOPE
DA
M
O
N
R
O
A
D
PROP. COMPOST
FILTER TUBE
BOTTOM OF SLOPE
PROP. WCR
PROP. WCR
REM.
ABAN.
R&R HYD.
PROP. COMPOST
FILTER TUBE
R&R CURB
BEGIN CURB R&R
END EDGING
N 9° 2
5
'
3
0
"
E
1
3
4
.
7
5
'
L=248.72' R=450.02'
N 41° 05' 32" E 124.60'
29
31
RIVERBANK ROAD
R&R UTIL POLE (BO)
BEGIN PROP CITY L.O. ALT.
NO. XXXX SECTION 6
MEET EXIST. CURB
MEET EXIST.
CURB
PROP. TANGENT END
PROP. W BEAM GUARDRAIL
R&R BRIDGE RAIL TO
HIGHWAY GUARD TRANSTION
MEET EXIST. BRIDGE RAIL TO
HIGHWAY GUARD TRANSITION (RESET)
D
D
D
D
D
D
PROP. SHLO ALT.
LOAM & SEED
MEET EXIST. WALK
LIMIT OF FULL DEPTH
CONSTRUCTION
STA. 120+40
PROP.
GRANITE CURB
RET
17.00'
BEGIN S.H.L.O. ALT.
SECTION 3
END S.H.L.O.
ALT. SECTION 3
PROP. SLOPED
GRAN. EDGING
3
3
.
1
7
'
R&D MEDIAN
& EDGING
ADJ.
PROP. 6' CEM.
CONC. SIDEWALK
33
.
9
2
'
34
.
1
4
'
R&D
20.80'
21.6
3
'
ADJ.
ADJ.
R&S
DA
M
O
N
R
O
A
D
WG
CAST IRON PLUG
ADJ.
R&S
L
BRIDGE STREET
CONSTRUCTION B
REM. DMH
REM. CB
TEMP. EASEMENT
R&R CURB
R&S SIGNAL CONTROL CABINET
LIGHTING LOAD CENTER
PROP. WCR
BEGIN
EDGING
AUXILIARY BASE LINE B
DAMON ROAD
CONSTRUCTION BL
SAWCUT
PROP. CEM.
CONC. ISLAND
23
21
ADJ.
ADJ.
BRIDGE S
T
R
E
E
T
(
ROUTE 9)
R&S
PROP.
LANDSCAPED
CENTRAL ISLAND
SEE SHEET 155
PROP. STAMPED
CEM. CONC.
TRUCK APRON
R&S
R&D
CURB
R&D MEDIAN
& EDGING
PROP. 4" LOAM
AND SEED
PROP. FULL DEPTH
PAVEMENT
REM.
MEET EXIST. PAVEMENT
L
ICD
CONSTRUCTION B
PROP. SLOPED
GRANITE EDGING
R&R (BO)R&D CURB (TYP.)
ROUTE 9 SURVEY B
L
AUXILIARY BASE LINE
A
ADJ.
PROP. 6' HMA WALK
L
1
2
.
0
0
'
6
.
0
0
'
2
8
.
0
5
'
PROP. LANDSCAPE
AREA. SEE SHEET 155
22
30
PROP. 6' HMA WALK
35
34
PROP. 8' WOOD STOCKADE FENCE
END PROP. 8' WOOD STOCKADE FENCE,
MEET EXIST. CLF
BEGIN PROP. 8' WOOD
STOCKADE FENCE
PROP. CBCI (TYP),
SEE DRAINAGE PLANS
PROP. DMH (TYP),
SEE DRAINAGE PLANS
N 35° 04' 18" W 25.12'
L=55.94' R=280.00'
L =1 7 7 .8 0 '
R =3 6 0 .0 0 '
INSTALL RRFB
INSTALL RRFB
INSTALL RRFB
PROP. SLOPED
GRAN. EDGING
PROP 6' HMA
ACCESS PATH
PROP. BIKE RAMP
PROP. BIKE
RAMP
6
.
0
0
'
PROP MAINTENANCE
ACCESS PATH
MEET EXIST. PAVEMENT
124
132
137
133
1
2
8
1
1
6
1
3
2
6854 SF within Riverfront
11
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
10
N
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
2
P
M
Pl
o
t
t
e
d
o
n
68
SEE SHEET 21
20
SCALE: 1" = 20'
0 40 80
HIGHWAY GUARD DETAILS DRAINAGE DETAILS
STEEL W BEAM TANGENT END TREATMENT STA 119+65.10 TO STA 120+02.60 RT
STEEL W BEAM HIGHWAY GUARD STA 120+02.60 TO STA 120+68.37 RT
RESET EXIST. BRIDGE RAIL TO STA 120+68.37 TO STA 120+95.27 RT
HIGHWAY GUARD TRANSITION
CONSTRUCTION PLAN
SHEET 3 OF 10
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
END
P
R
O
J
E
C
T
STA.
2
0
5
+
6
0
.
8
4
(
D
A
M
O
N
R
O
A
D
)
N 2949
0
9
5
.
4
4
1
9
E 3527
6
6
.
2
0
4
9
201
202
203
204
205
PC +25.12
PCC +20.22
PRC +81.06
PRC +58.85
N
4
0
3
1
5
.
0
0
'
3
2
.
1
2
'
17.
0
0
'
TEMP EASEMENT
S
A
W
C
U
T
2
1
.
5
9
'
DAMON
R
O
A
D
ADJ.
PROP. CITY LAYOUT
RESTORE EXISTING PAVEMENT
UPON COMPLETION OF SIDEWALK
PROP. SHARED
USE PATH ADJ.
WG
R&S
1
2
.
0
0
'
SHAR
E
D
U
S
E
P
A
T
H
MEET EXISTING
NORWOTTUCK RAIL TRAIL
STA 25+00
5
.
5
0
'
PROP. CEM. CONC. SW
PROP. MILL AND
OVERLAY
℄ DRAINAGE DITCH
PROP DI
SAW
C
U
T
24
20
26
27
R&R CURB (TYP.)
R&R CURB (TYP.)
L =261.3 6 'R =4 10 .0 0 '
L =5 1 .7 3 'R =1 1 2 1 .8 6 '
END FULL DEPTH CONSTRUCTION
STA 201+28.28
BEGIN MILL & OVERLAY
MEET EXIST.
1
5
.
9
6
'
L =17 7 .8 0 'R =3 6 0 .0 0 '
BEGIN CITY L.O. ALT. SECTION 5
END CITY L.O. ALT.
SECTION 5
D
D
D
D D
END FULL DEPTH CONSTRUCTION
STA 202+50
BEGIN MILL & OVERLAY
D
SAW
C
U
T
PROP. COMPOST FILTER TUBE
BOTTOM OF SLOPE
1
7
.
1
'
7
.
9
'
1
1
.
8
'
+36.87
+17.29
PROP. 4"
LOAM & SEED
1
2
.
0
0
'
REM
PAVEMENT
PROP. WCRPROP. 4"
LOAM & SEED
R&D
R&R (BO)
CBCI
PROP.CEM.
CONC.ISLAND
1
5
.
8
0
'
BEGIN CITY L.O. ALT.
SECTION 4
PROP. SLOPED
GRAN. EDGING
PROP. FULL DEPTH
CONSTRUCTION
ADJ.
ADJ.
R&D
CONTROL
CABINET
PROP. SLOPED
GRAN. EDGING
PROP. CEM.
CONC. ISLAND
SAWCUT
R&R (BO)
R&R CURB
PROP. LOAM & SEED
END CITY L.O. ALT. SECTION 4
R&R CURB
SAWCUT
25
REM. CB
REM. DMH
RET. TREE
R&R
RET. DECORATIVE FENCE;
PROTECT TREE AND SHRUBS
FULL DEPTH WIDENING
L
DAMO
N
R
O
A
D
CONS
T
R
U
C
T
I
O
N
B
SAWCUT
RET. LANDSCAPED
AREA
RET. BUSINESS SIGN
LIMIT OF GRADING
TEMP. EASEMENT
LIMIT OF GRADING
RET. WOOD
RAIL FENCE
PROP. FULL DEPTH
PAVEMENT
RET. SIGN
RET. TREE
REM. CB
PROP. CITY LAYOUT
MEET EXIST.
GROUND
I-91
N
B
I-91
S
B
N
O
R
W
O
T
T
U
C
K
R
A
I
L
T
R
A
I
L
L
SHAR
E
D
U
S
E
P
A
T
H
CONS
T
R
U
C
T
I
O
N
B
D
PROP. LANDSCAPED
AREA, SAWCUT &
REM EXIST HMA
WALK
21
22
PROP. CBCI (TYP),
SEE DRAINAGE PLANS
L=55.94' R=280.00'
L =1 7 7 .8 0 'R =3 6 0 .0 0 '
TEMP
E
A
S
E
M
E
N
T
BEGIN PROJECT
NO. 608236
1
9
.
0
0
'
MEET EXIST. WALK
2
6
.
0
1
'
20
21
22
23
24
25
PC +88.77
PC
+
0
6
.
0
8
PT +17
.
3
7
PCC +40.28
143
152
150
136
1
3
3
141
12
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
10
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
2
P
M
Pl
o
t
t
e
d
o
n
68
SEE SHEET 22
20
SCALE: 1" = 20'
0 40 80
HIGHWAY GUARD DETAILS
NONE
DRAINAGE DETAILS
CONSTRUCTION PLAN
SHEET 4 OF 10
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
401
405
40
6
11
6
1
1
7
PC
+
4
7
.
6
9
PT
+
7
4
.
4
4
P
T
+
2
5
.
7
9
12.
0
0
'
L=82.29' R=100.00'
PROP. FULL DEPTH
CONSTRUCTION
PROP. 4" LOAM & SEED
PROP. HMA BERM
BOTTOM OF SLOPE
PROP. COMPOST FILTER TUBE;
PROP. W BEAM
GUARD RAIL
306
307
308
309
310
31
1
I-91 NB
36
.
0
'
10.0
0
'
PROP. SLOPED GRAN. EDGING
MEET EXIST. EDGING
STA:305+97.71
PC +15.40
PC +59.79PT +97.68
PT +69.82
PROP. COMPOST FILTER TUBE
R&D EDGING
N
9
°
2
5
'
3
0
"
E
1
3
4
.
7
5
'
L =6 2 8 .3 2 '
R =1 0 0 .0 0 '
R&R OVERHEIGHT
VEHICLE DETECTOR
N 27° 11' 33" W 435.66'
NB OFF RAMP
3
0
.
0
0
'
4
0
0
L =11 0 .0 4 'R =5 5 0 .0 0 '
MEET EXIST. GUARDRAIL
PROP. TERMINAL END
D
D
D
D
D
INFILTRATION BASIN B
SEE SHEET 60 FOR DETAILS
PROP. HMA SHARED USE PATH
PROP. 1:1 MECHANICALLY
STABILIZED EARTH SLOPE
W/ PLANTABLE FACE FILL
R&D GUARDRAIL
R&D GUARDRAIL
PROP GUARDRAIL
I-91 SB
RET.
REM. DMH
LINTERSTATE ROUTE 91 SURVEY B
NB OFF RAMP
CONSTRUCTION BL
REM. CB
LIMIT OF GRADING
PROP. SLOPED GRANITE EDGING
PROP. COMPOST
FILTER TUBE
PROP. 4" LOAM & SEED
PROP. SHARED
USE PATH
REM.
DMH
19
18
PROP.
WCR
PROP. 4" LOAM & SEED
LIMIT OF WORKL
ICD
CONSTRUCTION B
R&D GUARDRAIL
PROP. SLOPED
GRANITE EDGING
PROP. SHARED
USE PATH
REM. CB
PROP. FULL DEPTH
CONSTRUCTION
17.00
'
PROP.
SLOPED
GRANITE
EDGING
PROP.
MODIFIED
GRANITE
CURB
SAWCUT
REM. DGCB
PROP. SLOPED
GRANITE EDGING
3
0
.
0
'
R&D SIGNS &
EQUIPMENT
ROUTE 9
CONSTRUCTION B
L
EXISTING 100 - YEAR FLOOD ELEV. 125'
PROP. BOTTOM OF 1:1 SLOPE
D
PROP. LIMIT OF WORK
BOTTOM OF SLOPE
PROP. FES (TYP.),
SEE DRAINAGE PLANS
L=72.85' R=91.00'
L
=7
8
.1 1
'
R
=
6
6
.
0
0
'
N 7
7
°
1
3
'
4
6
"
E
7
3
.
2
5
'
PROP. CLEARING & GRUBBING
R & S EXIST GUARDRAIL
R & S EXIST GUARDRAIL
REMOVE CONC. SWALE;
REPLACE WITH 4" LAOM & SEED
REMOVE EXIST. PAVEMENT
REPLACE WITH LOAM & SEED
OCS
P
R
O
P
M
A
I
N
T
E
N
A
N
C
E
A
C
C
E
S
S
P
A
T
H
120.0
120.5121.
0121.
5
1
2
2
.
0
1
2
2
.
5
1
2
3
.
0
1
2
3
.
5
125.0
FLOODPLAIN MITIGATION;
AREA 8,960 SF
FLOODPLAIN IMPACT;
AREA 14,985 SF
12
3
12
2
1
2
4
119
135
140
140
125
130
135
130
135
140
140
145
140
140
13
2
141
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
16
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
10
13
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
3
P
M
Pl
o
t
t
e
d
o
n
68
SEE SHEET 23
20
SCALE: 1" = 20'
0 40 80
N
HIGHWAY GUARD DETAILS DRAINAGE DETAILS
CONSTRUCTION PLAN
SHEET 5 OF 10
CONTINUED ON
SHEET NO. 15
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
MEET EXISTING GUARDRAIL STA 297+78.06 RT
STEEL W BEAM HIGHWAY GUARD STA 297.78.06 TO SAT 309+67.41 RT
STEEL W BEAM TANGENT END TREATMENT STA 309+67.41 TO STA 310+04.91 RT
508
509
510
NB OFF RAMPPC +40.58
PROP. HMA BERM
TEMP. EASEMENT
PROP. BOTTOM OF 1:1 SLOPE
I-91 SB
I-91 NB
PROP. W BEAM GUARD RAIL
300301302303304305
306
PROP. FULL
D
E
P
T
H
C
O
N
S
T
R
U
C
T
I
O
N
2
5
.
0
0
'
REMOVE EXISTING PAVEMENT;
REPLACE WITH LOAM & SEED
PROP.COMPOST
FILTER TUBE;
PROP. SLOPED
GRAN. EDGING
PT +69.21
PT +24.12
R&D EDGING
L=183.5 4'R=7 000.00'N 27° 11' 33" W 435.66'
℄ DITCH
PROP. W BEAM
GUARDRAIL
PROP. TANGENT
END TREATMENT
PROP. FULL DEPTH
CONSTRUCTION
SAWCUT PROP. MILL &
OVERLAY
D
D
D D
D PROP. SLOPED GRANITE EDGING
PROP. COMPOST
FILTER TUBE;
NB OFF RAMP
CONSTRUCTION BL
MEET EXIST.
EDGING
PROP. 4" LOAM & SEED
L
INTERSTATE ROUT
E
9
1
S
U
R
V
E
Y
B
PROP. GRANITE EDGING
LSB ON RAMP CONSTRUCTION B
SB ON RAMP
PROP. 1:1 MECHANICALLY
STABILIZED EARTH SLOPE
W/ PLANTABLE FACE FILL
PROP. BOTTOM OF 1:1 SLOPE
PROP. SLOPED GRAN. EDGING
MEET EXIST. EDGING
STA. 305+97.71
R&D GUARDRAIL
R&D GUARDRAIL
R&D GUARDRAIL
R&D GUARDRAIL
I-91 SB
PROP. 1:1 MECHANICALLY
STABILIZED EARTH SLOPE
W/ PLANTABLE FACE FILL
EXISTING 100 - YEAR FLOOD ELEV. 125'
PROP. LIMIT OF WORK
PROP. COMPOST
FILTER TUBE
PROP. LIMIT OF WORK
PROP. DMH (TYP),
SEE DRAINAGE PLANS
PROP. CBCI (TYP),
SEE DRAINAGE PLANS
N 28° 41' 14" W 565.58'
FLOODPLAIN IMPACT;
AREA 14,985 SF
FLOODPLAIN MITIGATION;
AREA 31,313 SF
130
135
140
140
135
130
130
130
14
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
3
P
M
Pl
o
t
t
e
d
o
n
68
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
17
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
13
SEE SHEET 24
CONTINUED ON
SHEET NO. 23
20
SCALE: 1" = 20'
0 40 80
N
DRAINAGE DETAILS
CONSTRUCTION PLAN
SHEET 6 OF 10
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
HIGHWAY GUARD DETAILS
MEET EXISTING GUARDRAIL STA 297+78.11 RT
STEEL W BEAM HIGHWAY GUARD STA 297+78.11 TO STA 310+05.66 RT
STEEL W BEAM TERMINAL SECTION STA 310+05.66 RT
STEEL W BEAM TANGENT END TREATMENT STA 302+86.70 TO STA 303+24.20 LT
STEEL W BEAM HIGHWAY GUARD STA 303+24.20 TO STA 306+81.48 LT
MEET EXISTING GUARDRAIL STA 306+81.48 LT
KEY PLAN
N
501
502
503 504
505
506
25
.
0
0
'
2
0
.
0
0
'
29.00'
11
0
11
1
11
2
11
3
PC +37.34
PC +86.19
PT +40.29
PRC +30.05
PROP. HMA BERM
PROP. 4" LOAM & SEED
ROUTE 9 B STA. 111+29.25 =
SB ON RAMP B STA. 500+00.00L
PROP. MILL AND OVERLAY
PROP FULL DEPTH
CONSTRUCTION
TEMP. EA
S
E
M
E
N
T
SB ON RAMP
CONSTRUCTION B
REMOVE EXISTING PAVEMENT
REPLACE WITH LOAM & SEED
PROP. COMPOST
FILTER TUBE
30
.
0
0
'
PROP. 4" LOAM & SEED
PC +87.79
PCC +71.86
6.00'
12
14
13
R&D EDGING
N
3
6
°
3
2
'
1
5
"
E
2
0
9
.
2
3
'
L =1 0
2 .9 5
'
R
=1 0 4
2 .0 0 '
S 60° 36' 35" E 187.79'
T
E
M
P
.
E
A
S
E
M
E
N
T
END S.H.L.O. ALT.
SECTION 1
L
L
PROP. TANGENT
END TREATMENT
11
FLOODPLAIN MITIGATION
PROP. 1:1 MECHANICALLY
STABILIZED EARTH SLOPE W/
PLANTABLE FACE FILL
D
D
D
D
D
PROP W BEAM GUARDRAIL
I-91
S
B
I-91
N
B
MEET EXIST.
EDGING
R&D EDGING
INTERSTATE ROUTE 91 SURVEY BL
BOTTOM OF SLOPE
526.83'
R&R REM CONC.
PAD
PROP. WCR
MEET
CONC.
WALK
RET.
RET.
SAWCUT;
MEET
EXISTING
6.00'
PROP. CEM. CONC. SW (TYP.)
MEET EXISTING WALK;
REM. CONC. WALK TO
BACK OF SIDEWALK
PROP LIMIT OF GRADING
PROP. COMPOST FILTER TUBE
END GRANITE CURB
BEGIN TYPE A HMA BERM
PROP. TANGENT
END TREATMENT
PROP. SLOPED
GRANITE EDGING
PROP. LIMIT OF WORK
BOTTOM OF SLOPE
PROP. 4" LOAM & SEED
PROP. FULL
DEPTH PAVEMENT
PROP
W BEAM
GUARDRAIL
PROP FULL DEPTH
WIDENING
PROP. HMA BERM
PROP. COMPOST
FILTER TUBE;
AU
X
I
L
I
A
R
Y
B
A
S
E
L
I
N
E
A
SAWCUT
PROP FULL DEPTH
WIDENING
30
.
0
0
'
SAWCUT
R&D EDGING
R&D EXIST. MEDIAN
30
.
0
0
'
PROP. DMH (TYP),
SEE DRAINAGE PLANS
PROP. 4"
LOAM & SEED
BOTTOM OF SLOPE
REM. HDW
PROP. CEM.
CONC. SW
(TYP.)
PROP. FULL DEPTH
CONSTRUCTION AT
EXISTING ISLAND
R&D EXIST.
MEDIAN
ADJ.
ADJ.
SA
W
C
U
T
PROP. MILL
& OVERLAY
PROP. MILL
& OVERLAY
R&D SIGNS
RO
U
T
E
9
CO
N
S
T
R
U
C
T
I
O
N
B
L
RO
U
T
E
9
S
U
R
V
E
Y
B
L
ADJ.BR
I
D
G
E
S
T
(
R
T
E
9
)
SA
W
C
U
T
29.00'
32.00'
32.00'
49.00'
ADJ.
REM.
CONC.
CURB
ADJ.
SA
W
C
U
T
ADJ.
15
R&D
CB
PROP.
WCR
10
9
PROP. WCR
SB ON RAMP
8
PROP. WCR
R&D CB
R&D EXIST.
MEDIAN &
EDGING
SA
W
C
U
T
ADJ.
REM.
CB
R&D
R&D EXIST.
MEDIAN &
EDGING
ADJ.
EXIST. 100 - YEAR FLOOD ELEV.
125'
PROP. BOTTOM OF 1:1 SLOPE
PROP PROP. BOTTOM
OF 1:1 SLOPE
SEE TRAFFIC SIGNAL PLAN
FOR DISPOSITION OF TRAFFIC
SIGNAL EQUIPMENT (TYP.)
PROP. DMH (TYP),
SEE DRAINAGE PLANS
N
3
0
°
5
2
'
3
6
"
E
1
4
5
.
9
0
'
S 60° 36' 35" E 187.
7
9
'
L=284.07' R=1300.00'
L=397.35' R=1700.00'
PROP. CLEARING & GRUBBING
PROP. CLEARING & GRUBBING
R&D GUARDRAIL
PROP. TERMINAL END
FLOODPLAIN MITIGATION;
AREA = 3,276 SF
FLOODPLAIN IMPACT;
AREA = 10,999 SF
122
123
124
125
140
140145
140
130
140
140
135
125
12
0
145
15N
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
3
P
M
Pl
o
t
t
e
d
o
n
68
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
9
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
16
SEE SHEET 25
20
SCALE: 1" = 20'
0 40 80
HIGHWAY GUARD DETAILS DRAINAGE DETAILS CONTINUED ON
SHEET NO. 13
CONSTRUCTION PLAN
SHEET 7 OF 10
CONTINUED ON
SHEET NO. 10
CONTINUED ON
SHEET NO. 9
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
STEEL W BEAM TANGENT END TREATMENT STA 500+77.41 TO STA 501+14.91 RT
STEEL W BEAM HIGHWAY GUARD STA 501+14.91 TO STA 519+24.23 RT
MEET EXISTING GUARDRAIL STA 519+24.23 RT
MEET EXISTING GUARDRAIL STA 297+78.06 RT
STEEL W BEAM HIGHWAY GUARD STA 297.78.06 TO SAT 309+67.41 RT
STEEL W BEAM TANGENT END TREATMENT STA 309+67.41 TO STA 310+04.91 RT
506
507
508
509
510
511
NB OFF
R
A
M
P
PC +40.58
SB ON RAMP
20
.
0
0
'
21
.
5
1
'
L
SAWCUT
PROP. HMA BERM
PROP. 4" LOAM & SEED
I-91 NB
299
300
301
302
303
304
PROP. W BEAM GUARDRAIL PROP. BOTTOM OF 1:1 SLOPE
PROP. GRANITE EDGING
TEMP. EASEMENT
PROP. COMPOST
FILTER TUBE
PROP. 4" LOAM
& SEED
PC +31.23
PT +69.21
2
9
.
7
6
'
L=183.54'R=7000.00'
PROP. MILL &
OVERLAY
PROP. 1:1 MECHANICALLY STABILIZED
EARTH SLOPE W/ PLANTABLE FACE FILL
D
D
D
D
TOP OF SLOPE
PROP. W BEAM GUARDRAIL
R&R
SAWCUT
INTERSTATE ROUTE 91 SURV
E
Y
B
L
MEET EXIST.
EDGING
R&D EDGING
PROP. TANGENT
END TREATMENT
PROP. SLOPED
GRAN. EDGING
R&D GUARDRAIL
R&D GUARDRAIL
R&D GUARDRAIL
I-91 SB
PROP. FULL DEPTH CONSTRUCTION
NB OFF R
A
M
P
NB OFF RA
M
P
C
O
N
S
T
R
U
C
T
I
O
N
B
L
100 - YEAR
F
L
O
O
D
E
L
E
V
.
1
2
5
'
PROP. BOTTOM OF 1:1 SLOPE
PROP. LIMIT OF WORK
D
PROP. DMH (TYP),
SEE DRAINAGE PLANS
PROP. CB (TYP),
SEE DRAINAGE PLANS
L=397.35' R=1700.00'
S 33° 59' 22" E 262.02'
L=397.35' R=1700.00'
N 28° 41' 1
4
"
W
5
6
5
.
5
8
'
SB ON RAMP
CONSTRUCTION B
12
0
.
0
EXIST. 100- YEAR FLOOD ELEV. 125'121
120
1
1
9
135
130
130
130
125
125
16
N
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
4
P
M
Pl
o
t
t
e
d
o
n
68
SEE SHEET NO. 26
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
17
CONTINUED ON
SHEET NO. 14
20
SCALE: 1" = 20'
0 40 80
HIGHWAY GUARD DETAILS
STEEL W BEAM TANGENT END TREATMENT STA 500+77.41 TO STA 501+14.91 RT
STEEL W BEAM HIGHWAY GUARD STA 501+14.91 TO STA 519+24.23 RT
MEET EXISTING GUARDRAIL STA 519+24.23 RT
DRAINAGE DETAILS
CONSTRUCTION PLAN
SHEET 8 OF 10
KEY PLAN
N
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
15
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
END PROJECT
STA. 295+50.00 (NB OFF RAMP)
N 2947130.0812
E 353932.6640
511
512
513 514 515
516
517
PI +75.00
PROP. HMA BERM
PROP. 4" LOAM & SEED
FULL DEPTH WIDENING
296297298299
SB ON RAMP
I-91 SB
I-91 NB
MEET EXISTING GUARDRAIL
PROP. 4" LOAM & SEED
PROP W BEAM GUARDRAIL
PC +31.23 PT +58.68
PCC +30.96
SAWCUT
FLOODPLAIN MITIGATION
D
D
D
PROP. W BEAM GUARDRAIL
BOTTOM OF SLOPE
SAWCUT
INTERSTATE ROUTE 91 SURVEY BL
RET.
TFCC
SB ON RAMP CONSTRUCTION BL
R&R TFCC
R&R
SAWCUT
PROP. 1:1 MECHANICALLY
STABILIZED EARTH SLOPE
W/ PLANTABLE FACE FILL
PROP. COMPOST FILTER TUBE;
MEET EXIST. EDGING/ END MILL & OVERLAY
STA.296+95.46
FLOODPLAIN MITIGATION
NB OFF RAMP CONSTRUCTION BL
100 - YEAR FLOOD ELEV. 125'
EXIST. 100 - YEAR
FLOOD ELEV. 125'
PROP. BOTTOM OF 1:1
SLOPE
PROP. BOTTOM OF 1:1
SLOPE
FLOODPLAIN MITIGATION
PROP. LIMIT OF WORK
D
D
D
PROP. BOTTOM OF SLOPE
PROP. PROP. BOTTOM OF 1:1 SLOPE
PROP. BOTTOM OF SLOPE
PROP. CB (TYP),
SEE DRAINAGE PLANS
PROP. DMH (TYP),
SEE DRAINAGE PLANS
L=299.73' R=2598.00'L=227.73' R=5583.00'
S 24° 47' 28" E 268.49'
N 27° 12' 23" W 125.00'N 28° 41' 14" W 565.58'
PROP. MILL &
OVERLAY
FLOODPLAIN MITIGATION
AREA = 10,738 SF
FLOODPLAIN MITIGATION
AREA = 31,313 SF
125.0124.0123.0122.0121.012
1
.
5
12
1
.
5
121
.
5
1
2
1
.
0
12
0
.
5
120.
0
121.5 122.
0
12
2
122.0
121.5
121.5
11
9
12
0
125
125
130
130
120
130
125
1
2
0
FLOODPLAIN MITIGATION;
AREA 31,313 SF
17
N
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
4
P
M
Pl
o
t
t
e
d
o
n
68
SEE SHEET 27
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
16
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
25
20
SCALE: 1" = 20'
0 40 80
HIGHWAY GUARD DETAILS
STEEL W BEAM TANGENT END TREATMENT STA 500+77.41 TO STA 501+14.91 RT
STEEL W BEAM HIGHWAY GUARD STA 501+14.91 TO STA 519+24.23 RT
MEET EXISTING GUARDRAIL STA 519+24.23 RT
MEET EXISTING GUARDRAIL STA 297+78.06 RT
STEEL W BEAM HIGHWAY GUARD STA 297.78.06 TO SAT 309+67.41 RT
STEEL W BEAM TANGENT END TREATMENT STA 309+67.41 TO STA 310+04.91 RT
DRAINAGE DETAILS
CONTINUED ON
SHEET NO. 14
CONSTRUCTION PLAN
SHEET 9 OF 10
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
END PROJECT
STA. 520+65.03 (SB ON RAMP)
N 2946521.4418
E 354068.2655
516 517 518 519 520
521
SAWCUT
PROP. COMPOST
FILTER TUBE;
SB ON RAMP
I-91 SB
I-91 NB
PC +27.17
PT +58.68
BOTTOM OF SLOPE
R&R TFCC
FLOODPLAIN MITIGATION
LSB ON RAMP CONSTRUCTION B
I-91 SB
I-91 NB
LINTERSTATE ROUTE 91 SURVEY B
SAWCUTFULL DEPTH
WIDENING
PROP. HMA BERM
PROP. 4" LOAM & SEED
MEET EXIST GUARDRAIL & BERM STA. 519+24.23
RET.
TFCC
EXIST. 100 - YEAR FLOOD ELEV. 125'
BOTTOM OF 1:1 OF SLOPE
PROP. LIMIT OF WORK
D
PROP. PROP. BOTTOM
OF 1:1 SLOPEPROP. BOTTOM OF SLOPE
PROP. DMH (TYP),
SEE DRAINAGE PLANS
PROP. CB (TYP),
SEE DRAINAGE PLANS
S 24° 47' 28" E 268.49'
FLOODPLAIN MITIGATION;
AREA = 10,738 SF
122.0
122 122.0
121.5
125.0 124.0
123.0
122.0
121.0
120.0
130
130
120
130
125
18
N
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
2
(
N
O
I
C
O
N
S
T
R
U
C
T
I
O
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
4
P
M
Pl
o
t
t
e
d
o
n
68
SEE SHEET 28
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
17
20
SCALE: 1" = 20'
0 40 80
HIGHWAY GUARD DETAILS
STEEL W BEAM TANGENT END TREATMENT STA 500+77.41 TO STA 501+14.91 RT
STEEL W BEAM HIGHWAY GUARD STA 501+14.91 TO STA 519+24.23 RT
MEET EXISTING GUARDRAIL STA 519+24.23 RT
DRAINAGE DETAILS
CONSTRUCTION PLAN
SHEET 10 OF 10
LEGEND
FULL DEPTH CONSTRUCTION
1:1 MSE SLOPE
FLOODPLAIN MITIGATION
FLOODPLAIN IMPACT
PROPOSED CONTOUR
EXISTING CONTOUR
123.5
123
KEY PLAN
N
108
109
110
111 112 113
ROUTE 9
SB
O
N
R
A
M
P
50
1
50
2
BEGIN PROJECT
STA. 107+76.50 (RTE 9)
N 2947841.7339
E 352645.3301
N
D
D
D
D
D
D
XA26 ADJ DMH
RIM=136.70
J08 DMH
XA25 CIT
RIM=136.20
A24 CIT
J14 DMH
A22 CBCI
XA18 CIT
RIM=136.08
J20 CBCI
A17 CIT
A47 CBCI
J12 CBCI
XA19 ADJ DMH
RIM=135.56
J34 CBCI
XA07 CIT
RIM=135.16
XA49 REM CBA11 CBCI
J13 CB
XA09 CIT
RIM=134.88
J48 CBCI
J16 DMH
J15 CBCI
XA10 ADJ DMH
RIM=134.71
A05 CBCI
J51 12 FES
F04 DMH
F05 12 FES
7 LF - 12" RCP
36 LF - 12" RCP
3 LF - 12" RCP
9 LF - 12" RCP
12 LF - 12" RCP
45 LF - 12" RCP
76 LF - 12" RCP 20 LF - 12" RCP45 LF - 12" RCP
49 LF - 12" RCP
53 LF - 12" RCP
PROP INFILTRATION
BASIN J (SEE SHEET 61)
REM CB
REM CB
REM CB
REM
CB
25 FT - 12" RCP T
P
-
1
T
P
-
2
135
13
4
1
3
3
1
3
2
136
1
3
1
1
3
0
1
2
9
1
2
8
128
129
130
131
132
133
134
135
1
2
3
1
2
4
1
2
5
1
2
6
1
2
7
1
2
8
1
2
9
1
3
0
127
126
125
124
123
122
A33 ADJ DMH
A32 CBCI
41 LF - 12" RCP
4 LF - 12" RCP
86 LF - 12" RCP
2 LF - 12" RCP
XA04 ADJ DMH
RIM=133.93
A02 DMHA01 CBCI
XF01 RET CB
XA03 ADJ CBCI
RIM=133.66
PROP. LIMIT OF WORK
F02 18 HDW
F03 18 SME
F06 12 HDW
COMPOST
FILTER TUBES
(CLASS V)
C
O
O
L
I
D
G
E
S
T
R
E
E
T
H
U
B
B
A
R
D
A
V
E
M
A
R
S
H
A
L
L
S
T
R
E
E
T
I-
9
1
S
B
(5' DIA.)
(CLASS V)
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
DRAINAGE PLANS
SHEET 1 OF 12
19
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
8
P
M
Pl
o
t
t
e
d
o
n
68
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
20
N
20
SCALE: 1" = 20'
0 40 80
CONTINUED ON
SHEET NO. 25
KEY PLAN
N
20
1
113
114
115
1
1
6
117
118
119
40
1
4
0
2
403
404
40
5
40
6
ROUTE 9
NB
O
F
F
R
A
M
P
31
0
311
D
D
D
D
D
D
D
D
D
D
D
D
D
D
B24 CBCI
B23 DMHB22 DMH B27 CBCI
B20 CBCI
B34 CBCI
B21 CBCI
B06 CBCI B02 CBCI
B03 DMH
B01 CBCI
XA30 ADJ DMH
RIM=137.28
A33 ADJ DMH
B29 CBCI
A21 CBCI
A35 CBCIA31 ADJ DMH
B04 CBCI
A23 DMH
A50 CBCI
A27 CBCI
A28 CIT
B40 DMH
B37 DMH
B38 12 FES
B36 24 FESXC10 RET PWW
19 LF - 12" RCP
7 LF - 12" RCP
27 LF - 12" RCP
48 LF - 15" RCP
83 LF - 12" RCP
118 LF - 18" RCP
25 LF - 12" RCP
34 LF - 12" RCP
7 LF - 12" RCP
62 LF - 12" RCP
12 LF - 12" RCP
14 LF - 12" RCP
18 LF - 12" RCP
4 LF - 12" RCP
21 LF - 12" RCP
3 LF - 12" RCP
19 LF - 12" RCP
(REM EXIST DMH)
ASPHALT PWW
(A53 PWW)
T
P
-
3
T
P
-
1
1
3
6
1
3
5
1
3
4
1
3
3
1
3
2
1
3
1
1
3
0
135
13
4
1
3
3
1
3
2
136
1
3
1
1
3
0
REM CB
D
REM CB
REM DMH
REM CB
REM DMH
76 FT - 24" RCP
9 FT - 12" RCP
REM DGCB
A32 CBCI
REM CB
REM CB
REM DMH
REM CB
REM CB
REM CB
REM CB
D
D
18 LF - 12" RCP
8 LF - 12" RCP
3 LF - 12" RCP
23 LF - 12" RCP
24 LF - 12" RCP
65 LF - 12" RCP
51 LF - 15" RCP
123 LF - 15" RCP
4 LF - 12" RCP
4 LF - 12" RCP
29 LF - 12" RCP
33 LF - 12" RCP
70 LF - 12" RCP
22 LF - 12" RCP
3 LF - 12" RCP
B19 DMH
XA45 REMODEL DMH
RIM=140.38
B31 CBCI
B18 DMH
B17 CBCI
B09 DI
B35 CBCI
B14 DMH
B12 CBCI
B26 DMH
B11 DMH
B13 CBCI
XA43 REMODEL DMH
RIM=139.26
B08 DI
B10 CBCI
B07 DMH
XA42 ADJ DMH
RIM=138.23
B05 CBCI
A36 ADJ DMH
A46 ADJ CBCI
XA41 ADJ DMH
RIM=137.41
A38 CIT
A37 CBCI
XA40 ADJ DMH
RIM=137.17
A06 DI
XA44 RET CBCI
XA39 RET DI
XA29 RET DI
XB01 RET CB
XF01 RET CB
LIMIT OF WORK
L
I
M
I
T
O
F
W
O
R
K
PROP INFILTRATION
BASIN B (SEE SHEET 60)
B42 CBCI
45 LF - 12" RCP
B30 DMH
12 LF - 12" RCP
B41 CB
53 LF - 12" RCP
12 LF - 12" RCP
B28 CBCI
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
P
R
O
P
.
C
O
M
P
O
S
T
F
I
L
T
E
R
T
U
B
E
48 LF - 12" RCP
36 LF - 18" RCP
45 LF - 12" RCP
B25 CBCI
(5' DIA.)
(5' DIA.)
(CLASS V)
M
A
R
S
H
A
L
L
S
T
R
E
E
T
I-
9
1
N
B
I-
9
1
S
B
DA
M
O
N
R
O
A
D
53 LF - 12" RCP
(CLASS V)
(CLASS V)
(CLASS V)
31 LF - 12" RCP
B43 DMH
19
20
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
9
P
M
Pl
o
t
t
e
d
o
n
6820
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
19
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
21
N
CONTINUED ON
SHEET NO. 22
CONTINUED ON
SHEET NO. 23
20
SCALE: 1" = 20'
0 40 80
DRAINAGE PLANS
SHEET 2 OF 12
KEY PLAN
N
20
1
118
119
120 121
122
401
40
2
403
DA
M
O
N
R
O
A
D
ROUTE 9
END PROJE
C
TSTA. 121+96
.
8
3
(
R
T
E
9
)
N 2948980.852
8
E 353404.498
4
D
D
D
D
D
D
B33 DMH
B32 CBCI
4 LF - 12" RCP
EXIST DRAIN PIPE CROSSING:
12" RCP INV. = 135.97
24" CIP INV. = 115.43
ASP
H
A
L
T
P
W
W
(H1
0
P
W
W
)
D
(REM EXIST DMH)
B04 CBCI
83 LF - 12" RCP
REM CB
REM CB
REM DMH
REM CB
REM DMH
REM CB
REM CB
REM DMH
REM CB
REM CB18 LF - 12" RCP
8 LF - 12" RCP
3 LF - 12" RCP
23 LF - 12" RCP
24 LF - 12" RCP
65 LF - 12" RCP
51 LF - 15" RCP
123 LF - 15" RCP
4 LF - 12" RCP
29 LF - 12" RCP
33 LF - 12" RCP
70 LF - 12" RCP
22 LF - 12" RCP
XB16 ADJ DMH
RIM=144.88
B15 ADJ CBCI
B19 DMH
XA45 REMODEL DMH
RIM=140.38
B31 CBCI
B18 DMH
B17 CBCI
B09 DI
B35 CBCI
B14 DMH
B12 CBCI
B11 DMH
B13 CBCI
XA43 REMODEL DMH
RIM=139.26
B08 DI
B10 CBCI
B07 DMH
B05 CBCI
XA44 RET CBCI
XC11 RET DMH
12 LF - 12" RCP
B28 CBCI
DA
M
O
N
R
O
A
D
(CLASS V)
(CLASS V)
(CLASS V)
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
21
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
9
P
M
Pl
o
t
t
e
d
o
n
68
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
20
N
20
SCALE: 1" = 20'
0 40 80
DRAINAGE PLANS
SHEET 3 OF 12
KEY PLAN
N
201
202
203
204
205
4
0
3
DAMON R
O
A
D
END
P
R
O
J
E
C
T
STA.
2
0
5
+
6
0
.
8
4
(
D
A
M
O
N
R
O
A
D
)
N 2949
0
9
5
.
4
4
1
9
E 3527
6
6
.
2
0
4
9
℄ DITCH
D
D
D
D
D D
UTILITY CROSSING:
PROP 12" RCP DRAIN INV. = 130.09
EXIST 1" WATER INV. = 128.62
(SEE UTILITY NOTE 4 ON SHEET 139)
ASPHALT PWW
(H10 PWW)
ASPHALT PWW
(H11 PWW)
B01 CBCI
19 LF - 12" RCP
62 LF - 12" RCP
B29 CBCI
B03 DMH
7 LF - 12" RCP
B02 CBCI
48 LF - 15" RCP
83 LF - 12" RCP
B04 CBCI
27 LF - 12" RCP
B06 CBCI REM CB
REM DMH
14 LF - 12" RCP
D
7 LF - 12" RCP
10 LF - 12" RCP
8 LF - 12" RCP
19 LF - 12" RCP
75 LF - 12" RCP
51 LF - 12" RCP 34 LF - 12" RCP
H09 DMH
H06 CBCI
XH02 RET CB
H07 DI
H05 DMH
H04 DMH
H02 CBCI
H03 DMH
H01 CBCI
H08 DI
XH01 RET CB
XH03 RET DMH
12 LF - 12" RCP
B28 CBCI
31 LF - 12" RCP
B43 DMH
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
(5' DIA.)
DAMO
N
R
O
A
D
20
21
22
23
24
25 REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
22
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
9
P
M
Pl
o
t
t
e
d
o
n
68
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
20
N
20
SCALE: 1" = 20'
0 40 80
DRAINAGE PLANS
SHEET 4 OF 12
KEY PLAN
N
11
6
1
1
7
401
405
40
6
306
307
308
309
310
31
1
D
D
D
D
D
D
D
76 FT - 24" RCP
9 FT - 12" RCP
10FT - 15" RCP
(
A
5
3
P
W
W
)
TP
-
3
TP
-
4
130
131
132
133
134
135
136
136 135 134 133 132 131
130
13
6 13
5
13
4
13
3
13
2
13
1
130
B24 CBCI
B27 CBCI
14 LF - 12" RCP
118 LF - 18" RCP
34 LF - 12" RCP
18 LF - 12" RCP
12 LF - 12" RCP
25 LF - 12" RCP
B20 CBCI
B21 CBCI
B34 CBCI
B22 DMH
B36 24 FES
B38 12 FES
B37 DMH
B40 DMH
B39 OCS
B23 DMH
REM CBDG
REM CB
REM CB
REM DMH
REM CB
REM DMH
REM CB
28 LF - 12" RCP
36 LF - 18" RCP
45 LF - 12" RCP
48 LF - 12" RCP
234 LF - 30" RCP255 LF - 30" RCP
D02 DMH
D01 CB
B25 CBCI
XA42 ADJ DMH
RIM=138.23
C02 DMH
C01 RET DMH
XC05 RET CB
XC07 RET DGDI
XC06 RET DMH
XC09 RET CB
XB01 RET CB
PROP. COMPOST
FILTER TUBE
PROP. COMPOST FILTER TUBE
100 - YEAR FLOOD ELEV. 125'
L
I
M
I
T
O
F
W
O
R
K
PROP. COMPOST
FILTER TUBE
B42 CBCI
45 LF - 12" RCP
PROP INFILTRATION
BASIN B (SEE SHEET 60)
D
D03 DMH
42 LF - 18" RCP
29 LF - 18" CMP
39 LF - 18" RCP
PROP. COMPOST FILTER TUBE
BOTTOM OF SLOPE
BOTTOM OF SLOPE
B25 CBCI
B26 DMH
REM 12" ACCM
REM 18" ACCM
REM 12" CPP (CORRUGATED POLYETHYLENE PIPE)
REM CB
REM CONCRETE SWALE
(5' DIA.)
I
-
9
1
N
B
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
23
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
0
9
P
M
Pl
o
t
t
e
d
o
n
68
N
20
SCALE: 1" = 20'
0 40 80
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
20
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
24
NB OFF RAMP
DRAINAGE PLANS
SHEET 5 OF 12
KEY PLAN
N
508
509
510
NB OFF RAMP
SB ON RAM
P
300301302303304305306
D
D
D D
D
G18 CBCI
REM DMH
329 LF - 30" RCP
234 LF - 30" RCP
4 LF - 12" RCP
143 LF - 12" RCP
24 LF - 12" RCP
36 LF - 15" CMP
41 LF - 15" RCP
130 LF - 12" RCP
107 LF - 12" RCP
39 LF - 12" RCP
5 LF - 12" RCP
8 LF - 12" RCP
26 LF - 12" RCP
4 LF - 12" RCP
14 LF - 12" RCP
22 LF - 12" RCP
C06 RET DMH
C05 CB
C09 DI
C10 CBCI
C04 DMH
C07 CIT
G08 DI
G06 DMH
G07 CB
G04 CB
G03 DMH
G10 CB
G02 DMH
G11 CIT
G09 CBCIG24 CB
G05 CBCI
G01 ADJ DMH
C03 DMH
XC01 RET CB
XC02 RET DMH
XC05 RET CB
XG02 RET DGDI
XC03 RET DGDI
XC04 RET CB
XG01 RET DMH
PROP. COMPOST
FILTER TUBE;
100 - YEAR FLOOD ELEV. 125'
PROP. LIMIT OF WORK
(CLASS V)
(CLASS V)
(CLASS V)
G29 CB
33 LF - 12" RCP
20 LF - 12" RCP
BOTTOM OF SLOPE
BOTTOM OF SLOPE
PROP COMPOST
FILTER TUBES
PROP. BOTTOM OF SLOPE
RET 24" RCP
PROP BOTTOM OF 1:1 SLOPE
REM 24" RC
RET 24" RCP
RET 24" RCPREM 12" CMP
REM CB
RET 12" RCP
RET 12" RCP
I-91 NB
I-91 SB
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
0
P
M
Pl
o
t
t
e
d
o
n
6824
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
23
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
27
N
20
SCALE: 1" = 20'
0 40 80
CONTINUED ON
SHEET NO. 26
DRAINAGE PLANS
SHEET 6 OF 12
KEY PLAN
N
11
0
11
1
11
2
11
3
R
O
U
T
E
9
501
502 503 504
505
506
SB ON RAMP
30
5
D
D
D
D
D
F01 CB
A32 CBCI
41 LF - 12" RCP
TP-1
TP-2
13
5
134
133
132
13
6
131
130
129
128
12
8
12
9
13
013
1
13
2
13
3
13
4
13
5
123
124
125
126
127
128
129
130
12
7
12
6
12
5
12
4
12
3
12
2
J13 CB
J15 CBCI
J16 DMH
J48 CBCI
76 LF - 12" RCP 36 LF - 12" RCP
J34 CBCI
J14 DMH
J12 CBCI
7 LF - 12" RCP12 LF - 12" RCP
3 LF - 12" RCP
45 LF - 12" RCP
J51 12 FES
J08 DMH
J20 CBCI
REM CB
REM CB
REM CB
PROP INFILTRATION BASIN J
(SEE SHEET 61)
25 FT - 12" RCP
F04 DMH
F05 12 FES
REM HDW
REM CB 114 LF - 15" RCP
C08 CB
XC05 RET CB
XC04 RET CB
XC07 RET DGDI
XC06 RET DMH
XC08 RET CB
XF01 RET CB
PROP. COMPOST
FILTER TUBE
PROP. LIMIT OF WORK
100 - YEAR FLOOD ELEV. 125'
LIMIT OF WORK
REM 12"RCP
F06 12 HDW
19 LF - 12" RCP
PROP BOTTOM OF
1:1 SLOPE
PROP BOTTOM OF SLOPE
PROP BOTTOM OF SLOPE
PROP. COMPOST
FILTER TUBE
PROP. COMPOST
FILTER TUBE
PROP BOTTOM OF
1:1 SLOPE
BO
T
T
O
M
O
F
S
L
O
P
E
PR
O
P
C
O
M
P
O
S
T
FIL
T
E
R
T
U
B
E
S
F03 18 SME
RET 18" CMP
F02 18 HDW
RET 12" CMP
I
-
9
1
S
B
(C
L
A
S
S
V
)
(CLASS V)
(5' DIA.)
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
25
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
0
P
M
Pl
o
t
t
e
d
o
n
68
N
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
19
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
26
20
SCALE: 1" = 20'
0 40 80
DRAINAGE PLANS
SHEET 7 OF 12
KEY PLAN
N
506
507 508
509
510
511
NB OFF
R
A
M
P
SB ON RAMP
299
300
301
302
303
304
D
D
D
D
G18 CBCI
8 LF - 12" RCP
28 LF - 12" RCP
4 LF - 12" RCP
143 LF - 12" RCP
114 LF - 15" RCP
130 LF - 12" RCP
107 LF - 12" RCP 39 LF - 12" RCP
5 LF - 12" RCP
8 LF - 12" RCP
26 LF - 12" RCP
4 LF - 12" RCP
14 LF - 12" RCP
22 LF - 12" RCP
C06 RET DMH
C09 DI C10 CBCI
C08 CB
C07 CIT
G08 DI
G06 DMH
G07 CB
G04 CB
G03 DMH
G10 CB
G02 DMH
G11 CIT G09 CBCI
G24 CB
G05 CBCI
G19 DMH
G13 CB
G01 ADJ DMH
XC01 RET CB
XC02 RET DMH
XG02 RET DGDI
XC03 RET DGDI
XC04 RET CB
XG01 RET DMH
PROP. COMPOST
FILTER TUBE
PROP. LIMIT OF WORK
(CLASS V)
(CLASS V)
(CLASS V)
(CLASS V)
D
G29 CB
33 LF - 12" RCP
G30 DMH
G35 CB
58 LF - 12" RCP
20 LF - 12" RCP
(CLASS V)
(CLASS V)
PROP BOTTOM OF
1:1 SLOPE
I-91 NB
I-91 SB
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
26
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
0
P
M
Pl
o
t
t
e
d
o
n
68
N
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
25
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
27
20
SCALE: 1" = 20'
0 40 80
CONTINUED ON
SHEET NO. 24
DRAINAGE PLANS
SHEET 8 OF 12
KEY PLAN
N
511
512
513 514 515
516
517
END PROJECT
STA. 295+50.00 (NB OFF RAMP)
N 2947130.0812
E 353932.6640
296297298299
D
D
D
73 LF - 12" RCP
8 LF - 12" RCP
REM CB
REM DMH
REM CB
REM CB
I-91 SB
I-91 NB
6 LF - 12" RCP
38 LF - 12" RCP
51 LF - 12" RCP
15 LF - 12" RCP
30 LF - 12" RCP 102 LF - 12" RCP
5 LF - 12" RCP
G28 CITG16 CB
XG08 RET CB
XG07 RET CB
G22 CB
G23 DMH
G19 DMH
G13 CB
G15 CB
G12 DMH
G20 CB
G21 CB
G14 CB
XG03 RET DMH
XG06 RET DMH
XG04 RET DGDI
XG05 RET CB
XG10 RET DGDI
XG11 RET CB
XG12 RET DMH
PROP. COMPOST FILTER TUBE;
100 - YEAR FLOOD ELEV. 125'
100 - YEAR FLOOD
ELEV. 125'
PROP. LIMIT OF WORK
(5'DIA.)
D
G30 DMH
58 LF - 12" RCP
6 LF - 12" RCP
G27 CBD
D
127 LF - 12" RCP
G32 DMH(CLASS V)
G34 DMH
G33 CB
7 LF - 12" RCP
36 LF - 12" RCP
RET RCP
28 LF - 12" RCP
G35 CB
33 LF - 12" RCP
20 LF - 12" RCP
(CLASS V)
PROP. BOTTOM OF SLOPE
PROP. BOTTOM OF 1:1 SLOPE
PROP. BOTTOM OF SLOPE
PROP. BOTTOM OF 1:1 SLOPE
PROP. TOP OF SLOPE
PROP. BOTTOM OF SLOPE
PROP. BOTTOM OF 1:1 SLOPE
PROP. TOP OF SLOPEPROP. BOTTOM OF SLOPE
RET 24" RCP
56 LF - 12" RCP
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
27
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
0
P
M
Pl
o
t
t
e
d
o
n
68
N
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
26
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
28
20
SCALE: 1" = 20'
0 40 80
DRAINAGE PLANS
SHEET 9 OF 12
KEY PLAN
N
516 517 518 519 520
521
END PROJECT
STA. 520+65.03 (SB ON RAMP)
N 2946521.4418
E 354068.2655
I-91 SB
I-91 NB
51 LF - 12" RCP
G26 CIT
G28 CITG16 CB
XG10 RET DGDI
XG11 RET CB
XG12 RET DMH
XG13 RET DMH
XG14 RET DGDI
XG15 RET CB
XG17 RET PWW
PROP. COMPOST
FILTER TUBE;
100 - YEAR FLOOD ELEV. 125'
PROP. LIMIT OF WORK
6 LF - 12" RCP
G27 CB G25 CB
24 LF - 12" RCP
89 LF - 12" RCP G17 CBD
G31 CB
127 LF - 12" RCP
G32 DMH
PROP. BOTTOM OF 1:1 SLOPE
PROP. TOP OF SLOPE
PROP. BOTTOM OF SLOPE
PROP. BOTTOM OF 1:1 SLOPE
PROP. BOTTOM OF SLOPE
56 LF - 12" RCP
REMOVE EXISTING DRAIN PIPE
ABANDON EXISTING DRAIN PIPE
DRAINAGE NOTES & LEGEND:
1.ALL EXISTING PIPES SHOWN ON THE
PLANS WITHOUT A DISPOSITION ABOVE
(REMOVE, ABANDON, ETC.) ARE TO BE
RETAINED.
RETAIN EXISTING DRAIN PIPE
28
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
0
P
M
Pl
o
t
t
e
d
o
n
68
N
CO
N
T
I
N
U
E
D
O
N
SH
E
E
T
N
O
.
27
20
SCALE: 1" = 20'
0 40 80
DRAINAGE PLANS
SHEET 10 OF 12
KEY PLAN
N
DRAINAGE STRUCTURE TABLE
NAME
A01 CBCI
A02 DMH
A05 CBCI
A06 DI
A11 CBCI
A17 CIT
A21 CBCI
A22 CBCI
A23 DMH
A24 CIT
A27 CBCI
A28 CIT
A31 ADJ DMH
A32 CBCI
A33 ADJ DMH
A35 CBCI
A36 ADJ DMH
A37 CBCI
A38 CIT
A46 ADJ CBCI
A47 CBCI
A50 CBCI
B01 CBCI
B02 CBCI
B03 DMH
B04 CBCI
B05 CBCI
B06 CBCI
B07 DMH
B08 DI
B09 DI
B10 CBCI
B11 DMH
B12 CBCI
B13 CBCI
BASELINE
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
ICD
DAMON ROAD
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
STATION
108+44.89
108+52.28
109+42.19
115+02.99
110+51.75
110+62.32
113+43.63
112+17.05
113+45.24
111+93.26
113+32.17
113+21.06
113+22.63
112+74.35
113+28.19
113+67.76
114+97.29
115+03.41
114+97.25
114+91.34
111+10.93
113+37.91
200+35.83
200+27.38
200+20.94
200+91.11
200+21.61
403+88.78
200+08.19
118+56.92
118+78
118+74.47
118+72.56
118+55.37
118+29.65
OFFSET
25.35 R
23.34 R
28.00 R
13.86 L
48.03 L
6.25 L
1.00 R
5.00 L
7.06 L
1.54 L
50.70 L
50.11 L
18.39 L
31.00 R
15.33 R
11.55 L
17.47 L
51.94 L
49.01 L
0.08 R
1.00 R
6.14 L
70.63 L
40.17 L
50.45 L
20.04 R
34.53 R
16.56 R
0.60 R
66.99 L
58.31 L
41.56 L
53.16 L
27.07 R
28.04 R
RIM ELEV.
133.50
133.58
134.22
136.98
135.11
135.78
136.81
136.09
136.73
136.16
136.63
136.49
136.83
136.60
136.96
136.84
137.25
137.27
137.29
137.53
135.64
136.86
137.39
138.04
138.13
137.06
138.48
137.95
139.06
139.54
139.89
139.14
139.74
139.36
139.26
INV. ELEV. IN
I=129.60' (A01 CBCI)
I=129.60' (A05 CBCI)
I=130.50' (A47 CBCI)
I=132.35' (A21 CBCI)
I=132.35' (A50 CBCI)
I=132.10' (A35 CBCI)
I=131.50' (A22 CBCI)
I=131.60' (A27 CBCI)
I=129.50' (A28 CIT)
I=130.25' (A23 DMH)
I=127.50' (XA30 ADJ DMH)
I=121.20' (XA26 ADJ DMH)
I=132.70' (A32 CBCI)
I=120.80' (A31 ADJ DMH)
I=133.20' (A06 DI)
I=132.90' (A37 CBCI)
I=132.90' (A36 ADJ DMH)
I=132.70' (B01 CBCI)
I=133.10' (B02 CBCI)
I=132.70' (B43 DMH)
I=132.70' (B29 CBCI)
I=133.90' (B28 CBCI)
I=132.30' (B03 DMH)
I=132.40' (B04 CBCI)
I=134.50' (B05 CBCI)
I=135.00' (B08 DI)
I=135.00' (B09 DI)
I=135.20' (B10 CBCI)
I=135.20' (B31 CBCI)
INV. ELEV. OUT
I=130.03' (A02 DMH)
I=129.50' (XA04 ADJ DMH)
I=131.23' (A02 DMH)
I=133.48' (A36 ADJ DMH)
I=129.60' (XA49 REM CB)
I=130.40' (XA18 CIT)
I=132.40' (A23 DMH)
I=131.69' (A24 CIT)
I=130.50' (A31 ADJ DMH)
I=131.30' (XA25 CIT)
I=131.70' (A28 CIT)
I=131.50' (A31 ADJ DMH)
I=121.10' (A33 ADJ DMH)
I=133.10' (A33 ADJ DMH)
I=120.60' (XA41 ADJ DMH)
I=132.34' (A23 DMH)
I=133.10' (A38 CIT)
I=133.27' (A38 CIT)
I=132.90' (XA40 ADJ DMH)
I=132.80' (XA42 ADJ DMH)
I=131.14' (A17 CIT)
I=132.40' (A23 DMH)
I=132.89' (B03 DMH)
I=133.26' (B03 DMH)
I=132.60' (B07 DMH)
I=133.16' (B07 DMH)
I=134.84' (B07 DMH)
I=133.45' (B43 DMH)
I=132.20' (B19 DMH)
I=136.04' (B11 DMH)
I=135.39' (B11 DMH)
I=135.64' (B11 DMH)
I=134.90' (B18 DMH)
I=135.86' (B14 DMH)
I=134.76' (B14 DMH)
REMARKS
E 203.6.0
5' DIA.
E 203.6.0
E 203.6.0
B14 DMH
B15 ADJ CBCI
B17 CBCI
B18 DMH
B19 DMH
B20 CBCI
B21 CBCI
B22 DMH
B23 DMH
B24 CBCI
B25 CBCI
B26 DMH
B27 CBCI
B28 CBCI
B29 CBCI
B30 DMH
B31 CBCI
B32 CBCI
B33 DMH
B34 CBCI
B35 CBCI
B36 24 FES
B37 DMH
B38 12 FES
B39 OCS
B40 DMH
B41 CB
B42 CBCI
B43 DMH
C01 RET DMH
C02 DMH
C03 DMH
C04 DMH
C05 CB
C06 RET DMH
ROUTE 9
ROUTE 9
ICD
ROUTE 9
ICD
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
ICD
ICD
ICD
NB OFF RAMP
ICD
DAMON ROAD
ICD
ROUTE 9
ROUTE 9
ROUTE 9
NB OFF RAMP
ROUTE 9
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
ICD
ICD
ICD
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
118+29.61
120+73.45
401+83.83
118+23.28
401+38.19
310+11.63
310+49.04
310+44.35
310+91.14
400+42.34
405+41.18
405+86.11
310+96.68
403+10.53
200+90.65
404+05.12
119+37.48
119+27.21
119+23.88
310+70.98
118+04.70
310+10.93
309+92.25
309+98.33
309+56.14
309+62.41
403+88.96
404+45.72
403+62.41
309+36.15
306+91.14
304+53.22
304+36.67
304+64.82
304+09.95
20.74 R
25.52 R
14.01 L
6.78 L
35.50 L
29.20 R
32.16 R
16.22 R
16.34 R
3.71 R
4.09 R
12.39 R
34.16 R
1.61 L
27.08 L
35.41 L
30.70 L
26.54 R
19.53 R
33.35 R
29.09 R
48.46 L
71.87 L
56.40 L
26.64 L
16.45 L
48.99 L
0.58 R
9.49 R
97.47 R
69.35 R
62.00 R
29.00 R
29.00 R
7.39 L
139.35
144.71
139.81
139.95
140.31
138.56
138.49
138.79
139.13
139.52
138.82
139.22
138.99
138.70
136.95
139.24
140.57
140.31
140.38
138.69
139.46
132.75
135.06
131.67
133.74
136.10
138.97
138.42
138.44
122.14
120.18
120.05
136.76
137.37
139.60
I=134.70' (B13 CBCI)
I=134.95' (B12 CBCI)
I=134.70' (B35 CBCI)
I=134.05' (B14 DMH)
I=134.30' (B11 DMH)
I=135.10' (B17 CBCI)
I=131.70' (B33 DMH)
I=131.60' (B07 DMH)
I=131.35' (B18 DMH)
I=134.10' (B20 CBCI)
I=134.10' (B21 CBCI)
I=130.75' (B19 DMH)
I=133.60' (B22 DMH)
I=134.30' (B24 CBCI)
I=134.20' (B27 CBCI)
I=134.00' (B34 CBCI)
I=130.50' (B23 DMH)
I=133.90' (B25 CBCI)
I=133.55' (B42 CBCI)
I=134.20' (B41 CB)
I=135.26' (XB16 ADJ DMH)
I=135.70' (B32 CBCI)
I=130.00' (B26 DMH)
I=131.10' (XB01 RET CB)
I=130.00' (B37 DMH)
I=129.70' (B39 OCS)
I=133.20' (B06 CBCI)
I=133.05' (B30 DMH)
I=110.10' (C02 DMH)
I=116.60' (D03 DMH)
I=111.34' (C03 DMH)
I=112.50' (G01 ADJ DMH)
I=118.20' (C04 DMH)
I=132.40' (C05 CB)
I=129.80' (C06 RET DMH)
I=133.80' (XC01 RET CB)
I=130.20' (XC02 RET DMH)
I=134.60' (B18 DMH)
I=140.40' (XB16 ADJ DMH)
I=135.35' (B18 DMH)
I=131.60' (B19 DMH)
I=131.25' (B23 DMH)
I=134.38' (B22 DMH)
I=134.24' (B22 DMH)
I=134.00' (B23 DMH)
I=130.65' (B26 DMH)
I=134.80' (B23 DMH)
I=134.36' (B26 DMH)
I=130.40' (B36 24 FES)
I=134.38' (B23 DMH)
I=134.09' (B07 DMH)
I=133.06' (B03 DMH)
I=133.45' (B43 DMH)
I=136.07' (B11 DMH)
I=135.81' (B33 DMH)
I=135.12' (B18 DMH)
I=134.28' (B23 DMH)
I=134.96' (B14 DMH)
I=131.00' (B38 12 FES)
I=129.90' (B40 DMH)
I=129.60' (D02 DMH)
I=134.41' (B30 DMH)
I=133.92' (B30 DMH)
I=132.95' (B03 DMH)
I=110.00' (XC11 RET DMH)
I=111.24' (C01 RET DMH)
I=112.40' (C02 DMH)
I=129.70' (C03 DMH)
I=132.87' (C04 DMH)
I=130.10' (C04 DMH)
ITEM 202.2
5' DIA.
ITEM 202.2
E 206.8.0
E 206.8.0
ITEM 904.01
(N/A)
(N/A)
DRAINAGE STRUCTURE TABLE
NAME BASELINE STATION OFFSET RIM ELEV.INV. ELEV. IN INV. ELEV. OUT REMARKS
STRUCTURE TABLE NOTES:
1.ALL PROPOSED CATCH BASIN AND CATCH BASIN CURB INLETS, UNLESS
OTHERWISE NOTED, ARE MASSDOT CONSTRUCTION STANDARD
DRAWING NUMBER E. 201.4.0
2.DRAWING NUMBER E. 201.4.0 SHOWING A DEEP SUMP STRUCTURE
DEPTH EQUAL TO 7.5 FEET IS REVISED TO 7.5 FEET MINIMUM. THE SUMP
DEPTH SHALL BE A MINIMUM DEPTH OF 4 FT TO MEET WATER QUALITY
STANDARDS.
3.STATION, OFFSETS, AND RIMS FOR CATCH BASINS (CB), CATCH BASIN
CURB INLETS (CBCI), DRAIN MANHOLES (DMH), AND DROP INLETS (DI)
REFER TO THE CENTER OF THE STRUCTURE.
4.STATION AND OFFSETS FOR REINFORCED CONCRETE PIPE FLARED
ENDS (FES) AND STANDARD METAL ENDS (SME) REFER TO THE CENTER
END OF THE STRUCTURE FURTHEST FROM THE PIPE.
29
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
1
P
M
Pl
o
t
t
e
d
o
n
68
DRAINAGE PLANS
DRAINAGE STRUCTURE TABLE 1
SHEET 11 OF 12
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
1
P
M
Pl
o
t
t
e
d
o
n
68
G24 CB
G25 CB
G26 CIT
G27 CB
G28 CIT
G29 CB
G30 DMH
G31 CB
G32 DMH
G33 CB
G34 DMH
G35 CB
H01 CBCI
H02 CBCI
H03 DMH
H04 DMH
H05 DMH
H06 CBCI
H07 DI
H08 DI
H09 DMH
J08 DMH
J12 CBCI
J13 CB
J14 DMH
J15 CBCI
J16 DMH
J20 CBCI
J34 CBCI
J48 CBCI
J51 12 FES
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
DAMON ROAD
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
ROUTE 9
SB ON RAMP
509+13.81
519+10
519+37.51
516+60
515+94.51
510+64.80
510+94.90
517+85
516+54.04
512+79.47
512+73.24
511+05
202+75.97
203+02.59
202+87.44
202+66.93
202+86.50
201+92.23
201+99.22
202+52.99
202+52.85
111+71.50
111+31.96
110+96.46
111+22.72
110+62.33
110+91.82
111+71.55
111+13.89
110+45.20
500+72.81
1.00 L
1.00 L
0.07 L
1.00 L
5.68 L
1.00 L
22.76 L
1.00 L
8.77 L
1.00 L
9.86 L
1.00 L
25.53 L
23.89 L
22.37 L
23.38 L
10.78 L
27.44 L
28.03 R
26.22 R
7.90 R
44.19 R
49.99 R
81.45 R
44.63 R
51.77 R
75.99 R
31.00 R
31.00 R
42.57 R
59.72 L
132.05
133.51
133.69
131.52
131.18
129.68
129.96
132.61
131.72
128.80
128.99
129.25
133.48
133.54
133.54
133.55
133.77
134.33
133.40
133.73
133.95
135.91
135.56
135.02
135.97
134.69
134.90
135.92
135.55
134.82
133.00
I=128.80' (G17 CB)
I=128.80' (G25 CB)
I=126.60' (G16 CB)
I=126.20' (G32 DMH)
I=125.45' (G18 CBCI)
I=125.45' (G29 CB)
I=125.40' (G35 CB)
I=126.90' (G31 CB)
I=126.90' (G27 CB)
I=124.20' (G23 DMH)
I=124.40' (G33 CB)
I=129.31' (H01 CBCI)
I=129.31' (H02 CBCI)
I=129.38' (XH01 RET CB)
I=129.62' (XH02 RET CB)
I=129.33' (H06 CBCI)
I=129.08' (H03 DMH)
I=129.08' (H04 DMH)
I=129.10' (H09 DMH)
I=129.39' (H07 DI)
I=129.39' (H08 DI)
I=130.20' (J20 CBCI)
I=129.40' (J14 DMH)
I=131.47' (J12 CBCI)
I=130.90' (J34 CBCI)
I=129.80' (J48 CBCI)
I=129.80' (J16 DMH)
I=130.40' (J15 CBCI)
I=130.40' (J13 CB)
I=129.00' (J08 DMH)
I=128.49' (G11 CIT)
I=129.10' (G26 CIT)
I=128.00' (XG13 RET DMH)
I=127.03' (G32 DMH)
I=125.70' (XG12 RET DMH)
I=126.09' (G30 DMH)
I=125.30' (G19 DMH)
I=128.06' (G32 DMH)
I=126.80' (G28 CIT)
I=124.64' (G34 DMH)
I=124.10' (G12 DMH)
I=125.65' (G30 DMH)
I=129.49' (H03 DMH)
I=129.55' (H03 DMH)
I=129.21' (H05 DMH)
I=129.23' (H05 DMH)
I=128.98' (XH03 RET DMH)
I=130.41' (H04 DMH)
I=129.87' (H09 DMH)
I=130.23' (H09 DMH)
I=129.29' (H05 DMH)
I=129.30' (J51 12 FES)
I=132.06' (J14 DMH)
I=130.52' (J16 DMH)
I=129.70' (J08 DMH)
I=131.19' (J16 DMH)
I=130.30' (J14 DMH)
I=130.30' (J08 DMH)
I=131.05' (J14 DMH)
I=130.32' (J14 DMH)
E 203.6.0
E 203.6.0
5' DIA.
E 206.8.0
DRAINAGE STRUCTURE TABLE
NAME BASELINE STATION OFFSET RIM ELEV.INV. ELEV. IN INV. ELEV. OUT REMARKS
DRAINAGE STRUCTURE TABLE
NAME BASELINE STATION OFFSET RIM ELEV.INV. ELEV. IN INV. ELEV. OUT REMARKS
C07 CIT
C08 CB
C09 DI
C10 CBCI
D01 CB
D02 DMH
D03 DMH
F01 CB
F02 18 HDW
F03 18 SME
F04 DMH
F05 12 FES
F06 12 HDW
G01 ADJ DMH
G02 DMH
G03 DMH
G04 CB
G05 CBCI
G06 DMH
G07 CB
G08 DI
G09 CBCI
G10 CB
G11 CIT
G12 DMH
G13 CB
G14 CB
G15 CB
G16 CB
G17 CB
G18 CBCI
G19 DMH
G20 CB
G21 CB
G22 CB
G23 DMH
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
NB OFF RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
SB ON RAMP
506+56.38
505+44.03
506+50.60
506+68.99
309+28.04
309+58.41
309+51.04
502+15.58
502+07.38
502+08.28
501+53.83
502+00.58
502+13.25
301+19.74
301+12.32
302+45.92
302+53.98
299+65.85
302+55.98
302+49.32
302+67.55
509+46.07
507+95.40
509+03.40
512+32.73
511+49.45
512+29.47
513+18.16
515+40
520+30
510+62.64
511+55.21
512+00
512+49.47
514+20.76
513+14.92
32.77 L
1.01 L
39.74 L
45.35 L
29.00 R
29.00 R
58.14 R
1.01 L
65.75 L
36.22 R
116.67 L
92.96 L
17.89 R
41.28 R
19.42 R
24.62 R
25.39 R
15.22 R
3.38 L
8.25 L
3.68 L
29.26 L
0.96 L
24.45 L
11.15 L
1.00 L
1.00 L
1.00 L
1.00 L
1.00 L
25.41 L
10.99 L
1.00 L
1.00 L
1.00 L
9.05 L
137.78
138.11
139.11
139.10
139.75
139.17
122.00
138.03
0.00
0.00
127.00
126.00
124.00
120.22
133.15
134.92
134.98
130.79
135.84
136.51
135.96
132.42
133.99
133.12
128.84
128.91
128.67
129.01
130.56
134.46
130.41
129.24
128.70
128.69
129.63
129.24
I=133.90' (C08 CB)
I=133.90' (C09 DI)
I=133.90' (C10 CBCI)
I=135.00' (D01 CB)
I=129.10' (B40 DMH)
I=117.10' (D02 DMH)
I=120.12' (F02 18 HDW)
I=123.07' (XF01 RET CB)
I=122.00' (F04 DMH)
I=125.00' (F01 CB)
I=115.80' (G02 DMH)
I=114.00' (XG06 RET DMH)
I=128.80' (G03 DMH)
I=124.90' (G05 CBCI)
I=117.15' (XG01 RET DMH)
I=130.40' (G04 CB)
I=130.40' (G06 DMH)
I=131.51' (G08 DI)
I=131.51' (G07 CB)
I=128.80' (G10 CB)
I=128.00' (G09 CBCI)
I=127.90' (G24 CB)
I=123.70' (G19 DMH)
I=123.80' (G14 CB)
I=123.70' (G34 DMH)
I=121.70' (G21 CB)
I=121.70' (G20 CB)
I=124.50' (G13 CB)
I=124.50' (G30 DMH)
I=124.70' (G22 CB)
I=124.70' (G15 CB)
I=133.80' (XC02 RET DMH)
I=134.58' (C07 CIT)
I=134.11' (C07 CIT)
I=134.10' (C07 CIT)
I=135.36' (D02 DMH)
I=129.00' (D03 DMH)
I=117.00' (C01 RET DMH)
I=133.52' (F06 12 HDW)
I=120.30' (F03 18 SME)
I=122.80' (F05 12 FES)
I=113.90' (C03 DMH)
I=116.92' (G01 ADJ DMH)
I=130.30' (G02 DMH)
I=130.48' (G03 DMH)
I=126.33' (G02 DMH)
I=131.41' (G03 DMH)
I=132.01' (G06 DMH)
I=132.46' (G06 DMH)
I=128.92' (G11 CIT)
I=130.44' (G11 CIT)
I=127.80' (XG01 RET DMH)
I=121.58' (XG03 RET DMH)
I=124.91' (G19 DMH)
I=124.04' (G12 DMH)
I=125.01' (G23 DMH)
I=127.06' (G28 CIT)
I=129.96' (G26 CIT)
I=125.91' (G30 DMH)
I=124.40' (G12 DMH)
I=124.07' (G12 DMH)
I=124.05' (G12 DMH)
I=126.09' (G23 DMH)
I=124.60' (G34 DMH)
E 203.6.0
ITEM 202.2
CONC. E 206.4.0
E 206.9.0
E 206.8.0
CONC. E 206.4.0
ITEM 202.3
E 203.6.0
5' DIA.
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
5
(
N
O
I
D
R
A
I
N
A
G
E
P
L
A
N
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
1
1
P
M
Pl
o
t
t
e
d
o
n
68
DRAINAGE PLANS
DRAINAGE STRUCTURE TABLE 2
SHEET 12 OF 12
30
295+50
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
295+75
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
13
0
.
8
13
0
.
6
Material(s) at Station 295+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.0
Material(s) at Station 295+75.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
17.683
0.000
25.665
0.000
18.303
Volume
0.0
8.2
0.0
11.9
0.0
8.5
Cumulative Volume
0.0
8.2
0.0
11.9
0.0
8.5
Material(s) at Station 295+75.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
16.229
0.000
14.154
0.000
12.080
Volume
0.0
7.5
0.0
6.6
0.0
5.6
Cumulative Volume
0.0
7.5
0.0
6.6
0.0
5.6
Material(s) at Station 295+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.0
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
4
P
M
Pl
o
t
t
e
d
o
n
6831
NB OFF RAMP
CROSS SECTIONS
SHEET 1 OF 17
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
296+00
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
296+50
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
13
0
.
5
13
0
.
1
Material(s) at Station 296+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
8.992
0.000
29.023
0.000
19.995
Volume
0.0
12.4
0.0
25.3
0.0
17.7
Cumulative Volume
0.0
20.5
0.0
37.2
0.0
26.2
Material(s) at Station 296+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
12.798
0.000
22.134
Volume
0.0
8.3
0.0
38.7
0.0
39.0
Cumulative Volume
0.0
28.9
0.0
75.9
0.0
65.2
Material(s) at Station 296+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
19.326
0.000
16.658
0.000
13.990
Volume
0.0
34.2
0.0
29.6
0.0
24.9
Cumulative Volume
0.0
57.4
0.0
49.7
0.0
42.1
Material(s) at Station 296+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
17.613
0.000
15.266
0.000
12.918
Volume
0.0
15.7
0.0
13.6
0.0
11.6
Cumulative Volume
0.0
23.2
0.0
20.2
0.0
17.2
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
5
P
M
Pl
o
t
t
e
d
o
n
68
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
32
NB OFF RAMP
CROSS SECTIONS
SHEET 2 OF 17
297+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%2.0%
297+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%2.0%
12
9
.
9
13
0
.
0
2
12
9
.
7
12
9
.
9
0
Material(s) at Station 297+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
6.818
0.000
23.472
Volume
0.0
0.0
0.0
18.2
0.0
42.2
Cumulative Volume
0.0
28.9
0.0
94.1
0.0
107.4
Material(s) at Station 297+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
11.656
0.000
26.021
Volume
0.0
0.0
0.0
17.1
0.0
45.8
Cumulative Volume
0.0
28.9
0.0
111.2
0.0
153.3
Material(s) at Station 297+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
18.226
0.000
15.439
0.000
12.653
Volume
0.0
34.8
0.0
29.6
0.0
24.5
Cumulative Volume
0.0
128.0
0.0
110.1
0.0
92.3
Material(s) at Station 297+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
19.331
0.000
16.548
0.000
13.778
Volume
0.0
35.8
0.0
30.7
0.0
25.7
Cumulative Volume
0.0
93.2
0.0
80.5
0.0
67.8
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
6
P
M
Pl
o
t
t
e
d
o
n
68
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
33
NB OFF RAMP
CROSS SECTIONS
SHEET 3 OF 17
298+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%2.0%
298+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%2.0%
12
9
.
6
12
9
.
8
4
13
0
.
0
12
9
.
9
7
Material(s) at Station 298+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
6.356
0.000
22.532
Volume
0.0
0.0
0.0
16.7
0.0
45.0
Cumulative Volume
0.0
28.9
0.0
127.9
0.0
198.2
Material(s) at Station 298+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
31.786
Volume
0.0
0.0
0.0
5.9
0.0
50.3
Cumulative Volume
0.0
28.9
0.0
133.8
0.0
248.5
Material(s) at Station 298+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
18.841
0.000
12.451
0.000
9.780
Volume
0.0
34.5
0.0
25.9
0.0
20.6
Cumulative Volume
0.0
196.4
0.0
164.6
0.0
136.2
Material(s) at Station 298+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
18.446
0.000
15.473
0.000
12.496
Volume
0.0
34.0
0.0
28.6
0.0
23.3
Cumulative Volume
0.0
161.9
0.0
138.7
0.0
115.6
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
7
P
M
Pl
o
t
t
e
d
o
n
6834
NB OFF RAMP
CROSS SECTIONS
SHEET 4 OF 17
299+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%2.0%
299+50
108
112
116
120
124
128
132
136
140
108
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%2.0%
13
0
.
4
13
0
.
3
2
13
0
.
9
13
0
.
8
7
Material(s) at Station 299+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
29.4
Cumulative Volume
0.0
28.9
0.0
133.8
0.0
278.0
Material(s) at Station 299+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
28.9
0.0
133.8
0.0
278.0
Material(s) at Station 299+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
1.918
0.000
6.727
Volume
0.0
5.7
0.0
10.2
0.0
12.4
Cumulative Volume
0.0
225.3
0.0
194.7
0.0
163.8
Material(s) at Station 299+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
6.167
0.000
9.107
0.000
6.668
Volume
0.0
23.2
0.0
20.0
0.0
15.2
Cumulative Volume
0.0
219.6
0.0
184.5
0.0
151.4
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
7
P
M
Pl
o
t
t
e
d
o
n
6835
NB OFF RAMP
CROSS SECTIONS
SHEET 5 OF 17
300+00
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
50.0:1
1
.
0
:
1
2.0%0.5%
300+50
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0%0.8%
13
1
.
6
13
1
.
6
4
13
2
.
4
13
2
.
4
9
Material(s) at Station 300+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
28.9
0.0
133.8
0.0
278.0
Material(s) at Station 300+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
2.497
0.000
Volume
0.0
0.0
0.0
0.0
2.3
0.0
Cumulative Volume
0.0
28.9
0.0
133.8
2.3
278.0
Material(s) at Station 300+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.053
0.504
0.040
2.134
0.000
Volume
0.0
0.0
0.5
1.8
2.0
6.2
Cumulative Volume
0.0
225.4
0.5
196.6
2.0
170.0
Material(s) at Station 300+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
5.562
0.000
6.764
0.000
7.966
0.000
Volume
5.2
0.0
6.7
0.0
9.4
0.0
Cumulative Volume
5.2
225.4
7.2
196.6
11.3
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
8
P
M
Pl
o
t
t
e
d
o
n
6836
NB OFF RAMP
CROSS SECTIONS
SHEET 6 OF 17
301+00
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0%2.0%2.0%
301+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0%2.0%3.0%
13
3
.
3
13
3
.
3
3
13
4
.
5
13
4
.
1
8
Material(s) at Station 301+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.062
0.000
9.066
0.000
Volume
0.0
0.0
0.1
0.0
10.7
0.0
Cumulative Volume
0.0
28.9
0.1
133.8
13.0
278.0
Material(s) at Station 301+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
6.140
0.000
Volume
0.0
0.0
0.1
0.0
14.1
0.0
Cumulative Volume
0.0
28.9
0.1
133.8
27.1
278.0
Material(s) at Station 301+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
10.513
0.000
11.759
0.000
13.005
0.000
Volume
14.9
0.0
17.2
0.0
19.4
0.0
Cumulative Volume
20.0
225.4
24.3
196.6
30.7
170.0
Material(s) at Station 301+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
10.769
0.000
12.128
0.000
13.487
0.000
Volume
19.7
0.0
22.1
0.0
24.5
0.0
Cumulative Volume
39.7
225.4
46.5
196.6
55.3
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
1:
5
9
P
M
Pl
o
t
t
e
d
o
n
6837
NB OFF RAMP
CROSS SECTIONS
SHEET 7 OF 17
302+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0%2.0%5.3%
302+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0%
4.0:1
13
4
.
8
13
4
.
9
0
13
5
.
2
13
5
.
4
5
Material(s) at Station 302+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
1.127
0.000
Volume
0.0
0.0
0.0
0.0
6.7
0.0
Cumulative Volume
0.0
28.9
0.1
133.8
33.8
278.0
Material(s) at Station 302+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
6.419
0.000
Volume
0.0
0.0
0.0
0.0
7.0
0.0
Cumulative Volume
0.0
28.9
0.1
133.8
40.8
278.0
Material(s) at Station 302+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
14.337
0.000
15.966
0.000
17.415
0.000
Volume
23.2
0.0
26.0
0.0
28.6
0.0
Cumulative Volume
63.0
225.4
72.5
196.6
83.9
170.0
Material(s) at Station 302+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
13.056
0.000
14.426
0.000
15.797
0.000
Volume
25.4
0.0
28.1
0.0
30.8
0.0
Cumulative Volume
88.4
225.4
100.6
196.6
114.6
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
0
P
M
Pl
o
t
t
e
d
o
n
6838
NB OFF RAMP
CROSS SECTIONS
SHEET 8 OF 17
303+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1.
0
:
1
2.0%
4.0:1
303+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1.
0
:
1
2.0%
4.0:1
13
5
.
0
13
5
.
8
8
13
4
.
9
13
6
.
3
0
Material(s) at Station 303+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
11.225
0.000
Volume
0.0
0.0
0.0
0.0
16.3
0.0
Cumulative Volume
0.0
28.9
0.1
133.8
57.2
278.0
Material(s) at Station 303+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
17.390
0.000
Volume
0.0
0.0
0.0
0.0
26.5
0.0
Cumulative Volume
0.0
28.9
0.1
133.8
83.6
278.0
Material(s) at Station 303+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
18.756
0.000
19.955
0.000
21.153
0.000
Volume
29.5
0.0
31.8
0.0
34.2
0.0
Cumulative Volume
117.8
225.4
132.5
196.6
148.9
170.0
Material(s) at Station 303+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
20.727
0.000
21.969
0.000
23.212
0.000
Volume
36.6
0.0
38.8
0.0
41.1
0.0
Cumulative Volume
154.4
225.4
171.3
196.6
189.9
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
1
P
M
Pl
o
t
t
e
d
o
n
6839
NB OFF RAMP
CROSS SECTIONS
SHEET 9 OF 17
304+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
50.0:1
2.0%2.0%
4.0:1
304+50
116
120
124
128
132
136
140
144
148
116
120
124
128
132
136
140
144
148
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
0.
9
:
1
50.0:1
2.0%2.0%
4.0:1
13
5
.
9
13
6
.
7
6
13
6
.
7
13
7
.
6
0
Material(s) at Station 304+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
11.330
0.000
18.919
0.000
Volume
0.0
0.0
10.5
0.0
33.6
0.0
Cumulative Volume
0.0
28.9
10.6
133.8
117.3
278.0
Material(s) at Station 304+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
11.926
0.000
15.841
0.000
Volume
0.0
0.0
21.5
0.0
32.2
0.0
Cumulative Volume
0.0
28.9
32.1
133.8
149.5
278.0
Material(s) at Station 304+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
20.097
0.000
21.275
0.000
22.457
0.000
Volume
37.8
0.0
40.0
0.0
42.3
0.0
Cumulative Volume
192.2
225.4
211.3
196.6
232.2
170.0
Material(s) at Station 304+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
17.100
0.000
18.360
0.000
19.620
0.000
Volume
34.4
0.0
36.7
0.0
39.0
0.0
Cumulative Volume
226.6
225.4
248.0
196.6
271.2
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
1
P
M
Pl
o
t
t
e
d
o
n
6840
NB OFF RAMP
CROSS SECTIONS
SHEET 10 OF 17
305+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
50.0:1
2.0%2.0%
4.0:1
305+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
50.0:1
2.0%2.0%
4.0:1
13
8
.
2
13
8
.
8
9
14
0
.
4
14
0
.
4
2
Material(s) at Station 305+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
4.937
0.000
16.699
0.000
17.733
0.000
Volume
4.6
0.0
26.5
0.0
31.1
0.0
Cumulative Volume
4.6
28.9
58.6
133.8
180.5
278.0
Material(s) at Station 305+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
6.637
0.000
14.722
0.000
15.759
0.000
Volume
10.7
0.0
29.1
0.0
31.0
0.0
Cumulative Volume
15.3
28.9
87.7
133.8
211.5
278.0
Material(s) at Station 305+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
18.767
0.000
19.801
0.000
20.835
0.000
Volume
33.2
0.0
35.3
0.0
37.5
0.0
Cumulative Volume
259.8
225.4
283.3
196.6
308.6
170.0
Material(s) at Station 305+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
16.795
0.000
17.832
0.000
18.868
0.000
Volume
32.9
0.0
34.8
0.0
36.8
0.0
Cumulative Volume
292.7
225.4
318.2
196.6
345.4
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
2
P
M
Pl
o
t
t
e
d
o
n
6841
NB OFF RAMP
CROSS SECTIONS
SHEET 11 OF 17
306+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1.
0
:
1
2.0:
1
50.0:1
2.0%2.0%
306+50
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0:
1
50.0:1
2.0%2.0%
14
1
.
9
14
1
.
7
7
14
2
.
9
14
2
.
6
8
Material(s) at Station 306+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.673
0.000
10.982
0.000
12.445
0.000
Volume
6.8
0.0
23.8
0.0
26.1
0.0
Cumulative Volume
22.1
28.9
111.5
133.8
237.7
278.0
Material(s) at Station 306+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
3.961
0.000
6.888
0.000
Volume
0.6
0.0
13.8
0.0
17.9
0.0
Cumulative Volume
22.7
28.9
125.4
133.8
255.6
278.0
Material(s) at Station 306+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
13.400
0.000
14.356
0.000
15.311
0.000
Volume
28.0
0.0
29.8
0.0
31.6
0.0
Cumulative Volume
320.7
225.4
348.0
196.6
377.0
170.0
Material(s) at Station 306+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
7.989
0.000
9.091
0.000
10.193
0.000
Volume
19.8
0.0
21.7
0.0
23.6
0.0
Cumulative Volume
340.5
225.4
369.7
196.6
400.7
170.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
3
P
M
Pl
o
t
t
e
d
o
n
6842
NB OFF RAMP
CROSS SECTIONS
SHEET 12 OF 17
307+00
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
1
.
0
:
1
2.0:
1
50.0:1
2.0%2.0%
307+50
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0:
1
50.0:1
2.0%2.0%
14
3
.
1
14
3
.
1
5
14
3
.
0
14
3
.
1
8
Material(s) at Station 307+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.092
0.000
0.987
0.000
2.045
0.000
Volume
0.1
0.0
4.6
0.0
8.3
0.0
Cumulative Volume
22.8
28.9
130.0
133.8
263.8
278.0
Material(s) at Station 307+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.389
0.000
3.738
0.000
5.348
Volume
0.1
0.4
0.9
3.5
1.9
5.0
Cumulative Volume
22.9
29.2
130.9
137.2
265.7
282.9
Material(s) at Station 307+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
3.102
0.000
4.159
0.000
5.216
0.000
Volume
10.3
0.0
12.3
0.0
14.3
0.0
Cumulative Volume
350.8
225.4
382.0
196.6
414.9
170.0
Material(s) at Station 307+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
4.368
0.000
3.319
0.000
2.264
Volume
2.9
4.0
3.9
3.1
4.8
2.1
Cumulative Volume
353.7
229.4
385.8
199.7
419.8
172.1
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
4
P
M
Pl
o
t
t
e
d
o
n
6843
NB OFF RAMP
CROSS SECTIONS
SHEET 13 OF 17
308+00
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0:
1
50.0:1
2.0%2.0%
308+50
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%
14
2
.
6
14
2
.
7
7
14
1
.
9
14
1
.
9
3
Material(s) at Station 308+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
1.200
Volume
0.0
0.4
0.0
3.5
0.0
6.1
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
289.0
Material(s) at Station 308+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
1.1
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
290.1
Material(s) at Station 308+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
9.896
0.000
8.820
0.000
7.743
Volume
0.0
13.2
0.0
11.2
0.0
9.3
Cumulative Volume
353.7
242.7
385.8
210.9
419.8
181.4
Material(s) at Station 308+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
11.777
0.000
14.508
0.000
13.507
Volume
0.0
20.1
0.0
21.6
0.0
19.7
Cumulative Volume
353.7
262.7
385.8
232.5
419.8
201.1
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
4
P
M
Pl
o
t
t
e
d
o
n
6844
NB OFF RAMP
CROSS SECTIONS
SHEET 14 OF 17
309+00
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%
309+50
116
120
124
128
132
136
140
144
148
116
120
124
128
132
136
140
144
148
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
2.0%2.0%
14
0
.
9
14
0
.
9
0
13
8
.
9
13
9
.
8
9
Material(s) at Station 309+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
290.1
Material(s) at Station 309+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
290.1
Material(s) at Station 309+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
25.650
0.000
24.995
0.000
23.787
Volume
0.0
34.7
0.0
36.6
0.0
34.5
Cumulative Volume
353.7
297.4
385.8
269.1
419.8
235.6
Material(s) at Station 309+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
19.232
0.000
37.340
0.000
36.297
Volume
0.0
41.6
0.0
57.7
0.0
55.6
Cumulative Volume
353.7
338.9
385.8
326.8
419.8
291.2
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
5
P
M
Pl
o
t
t
e
d
o
n
6845
NB OFF RAMP
CROSS SECTIONS
SHEET 15 OF 17
310+00
118
120
124
128
132
136
140
144
118
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 100 104 108 1120-4-8
2.0%2.0%
310+50
116
120
124
128
132
136
140
144
148
116
120
124
128
132
136
140
144
148
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 100 104 108 1120-4-8
2.0%2.0%
13
4
.
0
13
9
.
2
1
13
1
.
7
13
9
.
0
5
Material(s) at Station 310+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
290.1
Material(s) at Station 310+50.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
290.1
Material(s) at Station 310+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.332
18.011
0.000
54.737
Volume
0.0
17.8
0.3
51.3
0.0
84.3
Cumulative Volume
353.7
356.7
386.1
378.1
419.8
375.5
Material(s) at Station 310+50.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.000
0.000
6.589
Volume
0.0
0.0
0.3
16.7
0.0
56.8
Cumulative Volume
353.7
356.7
386.4
394.7
419.8
432.3
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
6
P
M
Pl
o
t
t
e
d
o
n
6846
NB OFF RAMP
CROSS SECTIONS
SHEET 16 OF 17
311+00
112
116
120
124
128
132
136
140
144
112
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
24.8:1 1.5%3.0:1
1.1%
13
7
.
1
13
9
.
3
9
Material(s) at Station 311+00.00
Material Name
Impact 119 - 120
Mitigation 119 - 120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Mitigation 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
22.9
29.6
130.9
140.7
265.7
290.1
Material(s) at Station 311+00.00
Material Name
Impact 122 -123
Mitigation 122 - 123
Impact 123 - 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.367
0.000
6.708
Volume
0.0
0.0
0.0
0.3
0.0
12.3
Cumulative Volume
353.7
356.7
386.4
395.1
419.8
444.6
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
3
(
N
O
I
N
B
O
F
F
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
2:
0
7
P
M
Pl
o
t
t
e
d
o
n
6847
NB OFF RAMP
CROSS SECTIONS
SHEET 17 OF 17
500+00
128
132
136
140
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
500+50
128
132
136
140
144
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
28.9:11.1%1.1%1.1%
501+00
120
124
128
132
136
140
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
2.0%2.0%
13
4
.
1
13
4
.
1
4
13
5
.
9
13
5
.
8
7
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
1
P
M
Pl
o
t
t
e
d
o
n
6848
SB ON RAMP
CROSS SECTIONS
SHEET 1 OF 21
501+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
2.0%2.0%2.0%
502+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.0%3.0%3.0%
13
4
.
8
13
4
.
8
2
13
5
.
8
13
5
.
7
9
Material(s) at Station 501+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Material(s) at Station 502+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.719
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.7
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.7
Material(s) at Station 501+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.010
0.848
0.000
10.752
0.000
9.137
Volume
0.0
0.0
0.8
0.0
10.0
0.0
8.5
Cumulative Volume
0.0
0.0
0.8
0.0
10.0
0.0
8.5
Material(s) at Station 502+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.139
0.075
3.160
0.000
7.329
0.000
8.796
Volume
0.1
0.1
3.7
0.0
16.7
0.0
16.6
Cumulative Volume
0.1
0.1
4.5
0.0
26.7
0.0
25.1
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
2
P
M
Pl
o
t
t
e
d
o
n
6849
SB ON RAMP
CROSS SECTIONS
SHEET 2 OF 21
502+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
4.3%
4.3%
4.3%
503+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
4.3%
13
7
.
0
13
7
.
0
0
13
8
.
0
13
8
.
0
3
Material(s) at Station 502+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.7
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.0
1.3
Material(s) at Station 503+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.0
1.3
Material(s) at Station 502+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.128
0.000
6.182
0.000
10.279
Volume
0.1
0.1
3.0
0.0
12.5
0.0
17.7
Cumulative Volume
0.3
0.2
7.5
0.0
39.2
0.0
42.7
Material(s) at Station 503+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.000
4.469
0.000
9.786
Volume
0.0
0.0
0.1
0.0
9.9
0.0
18.6
Cumulative Volume
0.3
0.2
7.7
0.0
49.1
0.0
61.3
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
3
P
M
Pl
o
t
t
e
d
o
n
6850
SB ON RAMP
CROSS SECTIONS
SHEET 3 OF 21
503+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
23.3:1
4.3%
504+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
23.3:1
4.3%
13
6
.
5
13
6
.
4
8
13
6
.
4
13
6
.
4
0
Material(s) at Station 503+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.763
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.7
0.0
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
0.7
1.3
Material(s) at Station 504+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.7
0.0
Cumulative Volume
0.0
0.0
0.0
0.0
0.0
1.4
1.3
Material(s) at Station 503+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
8.880
0.000
5.370
0.000
4.079
0.000
2.841
Volume
8.2
0.0
5.0
0.0
7.9
0.0
11.7
Cumulative Volume
8.5
0.2
12.6
0.0
57.0
0.0
73.0
Material(s) at Station 504+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.000
0.000
0.100
0.072
Volume
8.2
0.0
5.0
0.0
3.8
0.1
2.7
Cumulative Volume
16.7
0.2
17.6
0.0
60.8
0.1
75.7
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
4
P
M
Pl
o
t
t
e
d
o
n
6851
SB ON RAMP
CROSS SECTIONS
SHEET 4 OF 21
504+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
27.0:1
4.3%
1
.
0
:
1
505+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
27.0:1
3.7%
1.
0
:
1
13
5
.
8
13
5
.
7
6
13
4
.
9
13
4
.
9
4
Material(s) at Station 504+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.234
0.000
1.566
Volume
0.0
0.0
0.0
0.0
0.2
0.0
1.5
Cumulative Volume
0.0
0.0
0.0
0.0
0.2
1.4
2.8
Material(s) at Station 505+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
1.152
0.000
5.372
Volume
0.0
0.0
0.0
0.0
1.3
0.0
6.4
Cumulative Volume
0.0
0.0
0.0
0.0
1.5
1.4
9.2
Material(s) at Station 504+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
2.729
0.000
3.892
0.000
5.054
0.000
Volume
0.0
2.5
0.0
3.6
0.0
4.8
0.1
Cumulative Volume
16.7
2.7
17.6
3.6
60.8
4.9
75.8
Material(s) at Station 505+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
6.550
0.000
7.729
0.000
8.907
0.000
Volume
0.0
8.6
0.0
10.8
0.0
12.9
0.0
Cumulative Volume
16.7
11.3
17.6
14.4
60.8
17.8
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
4
P
M
Pl
o
t
t
e
d
o
n
6852
SB ON RAMP
CROSS SECTIONS
SHEET 5 OF 21
505+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
27.0:1
3.7%
1
.
0
:
1
506+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
27.0:1
3.7%3.7%
1
.
0
:
1
13
4
.
1
13
4
.
1
2
13
3
.
3
13
3
.
3
1
Material(s) at Station 505+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.449
0.000
8.989
Volume
0.0
0.0
0.0
0.0
1.5
0.0
13.3
Cumulative Volume
0.0
0.0
0.0
0.0
3.0
1.4
22.5
Material(s) at Station 506+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.168
0.000
10.805
Volume
0.0
0.0
0.0
0.0
0.6
0.0
18.3
Cumulative Volume
0.0
0.0
0.0
0.0
3.6
1.4
40.8
Material(s) at Station 505+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
10.110
0.000
11.231
0.000
12.351
0.000
Volume
0.0
15.4
0.0
17.6
0.0
19.7
0.0
Cumulative Volume
16.7
26.7
17.6
31.9
60.8
37.5
75.8
Material(s) at Station 506+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
12.233
0.000
13.327
0.000
14.421
0.000
Volume
0.0
20.7
0.0
22.7
0.0
24.8
0.0
Cumulative Volume
16.7
47.4
17.6
54.7
60.8
62.3
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
5
P
M
Pl
o
t
t
e
d
o
n
6853
SB ON RAMP
CROSS SECTIONS
SHEET 6 OF 21
506+50
112
116
120
124
128
132
136
140
144
112
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
27.0:1
3.7%
3.7%
1
.
0
:
1
507+00
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
5.4:1
27.0:1
3.7%3.7%
1
.
0
:
1
13
2
.
5
13
2
.
4
9
13
1
.
7
13
1
.
6
7
Material(s) at Station 506+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
2.272
0.000
12.543
Volume
0.0
0.0
0.0
0.0
2.3
0.0
21.6
Cumulative Volume
0.0
0.0
0.0
0.0
5.8
1.4
62.4
Material(s) at Station 507+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
8.237
0.000
13.562
Volume
0.0
0.0
0.0
0.0
9.7
0.0
24.2
Cumulative Volume
0.0
0.0
0.0
0.0
15.5
1.4
86.6
Material(s) at Station 506+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
13.623
0.000
14.702
0.000
15.782
0.000
Volume
0.0
23.9
0.0
26.0
0.0
28.0
0.0
Cumulative Volume
16.7
71.3
17.6
80.6
60.8
90.2
75.8
Material(s) at Station 507+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
14.706
0.000
15.850
0.000
16.995
0.000
Volume
0.0
26.2
0.0
28.3
0.0
30.3
0.0
Cumulative Volume
16.7
97.6
17.6
108.9
60.8
120.6
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
6
P
M
Pl
o
t
t
e
d
o
n
6854
SB ON RAMP
CROSS SECTIONS
SHEET 7 OF 21
507+50
116
120
124
128
132
136
140
144
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
6.4:1
27.0:1
3.7%3.7%
1
.
0
:
1
508+00
112
116
120
124
128
132
136
140
144
112
116
120
124
128
132
136
140
144
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
8.3:1
33.3:1
3.0%
1
.
0
:
1
13
0
.
9
13
0
.
8
5
13
0
.
0
13
0
.
0
3
Material(s) at Station 507+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
5.532
Volume
0.0
0.0
0.0
0.0
7.6
0.0
17.7
Cumulative Volume
0.0
0.0
0.0
0.0
23.2
1.4
104.3
Material(s) at Station 508+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
3.394
Volume
0.0
0.0
0.0
0.0
0.0
0.0
8.3
Cumulative Volume
0.0
0.0
0.0
0.0
23.2
1.4
112.6
Material(s) at Station 507+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
8.937
0.000
10.705
0.000
12.473
0.000
Volume
0.0
21.9
0.0
24.6
0.0
27.3
0.0
Cumulative Volume
16.7
119.5
17.6
133.5
60.8
147.9
75.8
Material(s) at Station 508+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
5.908
0.000
7.542
0.000
9.176
0.000
Volume
0.0
13.7
0.0
16.9
0.0
20.0
0.0
Cumulative Volume
16.7
133.2
17.6
150.4
60.8
167.9
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
7
P
M
Pl
o
t
t
e
d
o
n
6855
SB ON RAMP
CROSS SECTIONS
SHEET 8 OF 21
508+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
7.6:1
50.0:1
2.0%
1
.
0
:
1
509+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
8.7:1
50.0:1
2.0%
1
.
0
:
1
12
9
.
2
12
9
.
2
2
12
8
.
4
12
8
.
4
0
Material(s) at Station 508+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
4.403
0.000
7.728
Volume
0.0
0.0
0.0
0.0
4.1
0.0
10.3
Cumulative Volume
0.0
0.0
0.0
0.0
27.2
1.4
122.9
Material(s) at Station 509+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
1.176
0.000
6.451
0.000
7.810
Volume
0.0
0.0
1.1
0.0
10.0
0.0
14.4
Cumulative Volume
0.0
0.0
1.1
0.0
37.3
1.4
137.2
Material(s) at Station 508+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
9.095
0.000
10.461
0.000
11.827
0.000
Volume
0.0
13.9
0.0
16.7
0.0
19.4
0.0
Cumulative Volume
16.7
147.1
17.6
167.1
60.8
187.4
75.8
Material(s) at Station 509+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
9.170
0.000
10.530
0.000
11.890
0.000
Volume
0.0
16.9
0.0
19.4
0.0
22.0
0.0
Cumulative Volume
16.7
164.0
17.6
186.5
60.8
209.3
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
7
P
M
Pl
o
t
t
e
d
o
n
6856
SB ON RAMP
CROSS SECTIONS
SHEET 9 OF 21
509+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
8.6:1
50.0:1
2.0%
1
.
0
:
1
510+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
6.5:1
40.0:1
2.5%
1
.
0
:
1
12
7
.
6
12
7
.
5
8
12
6
.
8
12
6
.
7
6
Material(s) at Station 509+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
1.269
0.000
5.344
0.000
6.836
Volume
0.0
0.0
2.3
0.0
10.9
0.0
13.6
Cumulative Volume
0.0
0.0
3.4
0.0
48.2
1.4
150.8
Material(s) at Station 510+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
1.051
0.000
4.614
0.000
6.022
Volume
0.0
0.0
2.1
0.0
9.2
0.0
11.9
Cumulative Volume
0.0
0.0
5.5
0.0
57.4
1.4
162.7
Material(s) at Station 509+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
8.329
0.000
9.822
0.000
11.314
0.000
Volume
0.0
16.2
0.0
18.8
0.0
21.5
0.0
Cumulative Volume
16.7
180.2
17.6
205.3
60.8
230.8
75.8
Material(s) at Station 510+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
7.430
0.000
8.838
0.000
10.247
0.000
Volume
0.0
14.6
0.0
17.3
0.0
20.0
0.0
Cumulative Volume
16.7
194.8
17.6
222.6
60.8
250.8
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
8
P
M
Pl
o
t
t
e
d
o
n
6857
SB ON RAMP
CROSS SECTIONS
SHEET 10 OF 21
510+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
2.3:
1
33.3:1
3.0%
1
.
0
:
1
511+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
1.
0
:
1
2.9%
12
6
.
0
12
5
.
9
9
12
7
.
4
12
7
.
4
1
Material(s) at Station 510+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.275
0.000
2.148
0.000
3.660
Volume
0.0
0.0
1.2
0.0
6.3
0.0
9.0
Cumulative Volume
0.0
0.0
6.7
0.0
63.7
1.4
171.7
Material(s) at Station 511+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.001
0.040
0.105
0.034
0.190
Volume
0.0
0.0
0.3
0.0
2.1
0.0
3.6
Cumulative Volume
0.0
0.0
7.0
0.0
65.8
1.4
175.2
Material(s) at Station 510+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
5.173
0.000
6.686
0.000
8.199
0.000
Volume
0.0
11.7
0.0
14.4
0.0
17.1
0.0
Cumulative Volume
16.7
206.5
17.6
237.0
60.8
267.8
75.8
Material(s) at Station 511+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.062
0.000
1.137
0.000
3.239
0.000
Volume
0.0
4.8
0.0
7.2
0.0
10.6
0.0
Cumulative Volume
16.7
211.3
17.6
244.2
60.8
278.4
75.8
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
3
9
P
M
Pl
o
t
t
e
d
o
n
6858
SB ON RAMP
CROSS SECTIONS
SHEET 11 OF 21
511+50
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.7%
512+00
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
2.4%
12
7
.
0
12
7
.
0
2
12
6
.
8
12
6
.
8
2
Material(s) at Station 511+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
3.497
0.000
10.863
0.000
Volume
0.0
0.0
0.0
3.3
0.1
10.1
0.2
Cumulative Volume
0.0
0.0
7.0
3.3
65.9
11.5
175.4
Material(s) at Station 512+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
4.778
0.000
Volume
0.0
0.0
0.0
3.2
0.0
14.5
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
26.0
175.4
Material(s) at Station 511+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
8.452
0.000
6.041
0.000
3.631
0.000
1.220
Volume
7.8
0.1
5.6
1.1
3.4
3.0
1.1
Cumulative Volume
24.5
211.4
23.2
245.3
64.1
281.4
76.9
Material(s) at Station 512+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
11.581
0.000
8.946
0.000
6.311
0.000
3.676
Volume
18.5
0.0
13.9
0.0
9.2
0.0
4.5
Cumulative Volume
43.1
211.4
37.1
245.3
73.3
281.4
81.4
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
0
P
M
Pl
o
t
t
e
d
o
n
6859
SB ON RAMP
CROSS SECTIONS
SHEET 12 OF 21
512+50
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
1.2%
513+00
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.2%
12
6
.
8
12
6
.
8
2
12
7
.
0
12
7
.
0
1
Material(s) at Station 512+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
4.4
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 513+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 512+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
1.447
0.000
12.119
0.000
9.204
0.000
6.289
Volume
12.1
0.0
19.5
0.0
14.4
0.0
9.2
Cumulative Volume
55.1
211.4
56.6
245.3
87.7
281.4
90.7
Material(s) at Station 513+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
4.875
0.000
11.009
0.000
8.735
0.000
6.411
Volume
5.9
0.0
21.4
0.0
16.6
0.0
11.8
Cumulative Volume
61.0
211.4
78.0
245.3
104.3
281.4
102.4
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
0
P
M
Pl
o
t
t
e
d
o
n
6860
SB ON RAMP
CROSS SECTIONS
SHEET 13 OF 21
513+50
112
116
120
124
128
132
136
112
116
120
124
128
132
136
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.4%
514+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
0.1%
12
7
.
3
12
7
.
3
1
12
7
.
6
12
7
.
6
3
Material(s) at Station 513+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 514+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 513+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
13.124
0.000
11.056
0.000
9.007
0.000
6.960
Volume
16.7
0.0
20.4
0.0
16.4
0.0
12.4
Cumulative Volume
77.7
211.4
98.4
245.3
120.7
281.4
114.8
Material(s) at Station 514+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.961
0.000
11.768
0.000
9.674
0.000
7.579
Volume
13.0
0.0
21.1
0.0
17.3
0.0
13.5
Cumulative Volume
90.7
211.4
119.6
245.3
138.0
281.4
128.3
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
1
P
M
Pl
o
t
t
e
d
o
n
6861
SB ON RAMP
CROSS SECTIONS
SHEET 14 OF 21
514+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.0%
515+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.3%
12
8
.
0
12
7
.
9
5
12
8
.
4
12
8
.
3
5
Material(s) at Station 514+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 515+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 514+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
2.682
0.000
8.158
0.000
6.598
0.000
5.038
Volume
3.4
0.0
18.5
0.0
15.1
0.0
11.7
Cumulative Volume
94.1
211.4
138.0
245.3
153.1
281.4
139.9
Material(s) at Station 515+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
2.630
0.000
8.127
0.000
6.554
0.000
4.982
Volume
4.9
0.0
15.1
0.0
12.2
0.0
9.3
Cumulative Volume
99.0
211.4
153.1
245.3
165.3
281.4
149.2
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
2
P
M
Pl
o
t
t
e
d
o
n
6862
SB ON RAMP
CROSS SECTIONS
SHEET 15 OF 21
515+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
4.2%
516+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.4%
12
8
.
7
12
8
.
7
5
12
9
.
1
12
9
.
1
5
Material(s) at Station 515+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 516+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 515+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
1.693
0.000
7.714
0.000
6.186
0.000
4.659
Volume
4.0
0.0
14.7
0.0
11.8
0.0
8.9
Cumulative Volume
103.0
211.4
167.8
245.3
177.1
281.4
158.1
Material(s) at Station 516+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
1.195
0.000
4.237
0.000
2.915
Volume
1.6
0.0
8.2
0.0
9.7
0.0
7.0
Cumulative Volume
104.6
211.4
176.0
245.3
186.7
281.4
165.2
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
3
P
M
Pl
o
t
t
e
d
o
n
6863
SB ON RAMP
CROSS SECTIONS
SHEET 16 OF 21
516+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.0%
517+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.2%
12
9
.
5
12
9
.
5
4
13
0
.
0
13
0
.
0
1
Material(s) at Station 516+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 517+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.4
175.4
Material(s) at Station 516+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
1.445
0.000
6.042
0.000
5.626
0.000
4.334
Volume
1.3
0.0
6.7
0.0
9.1
0.0
6.7
Cumulative Volume
105.9
211.4
182.7
245.3
195.9
281.4
171.9
Material(s) at Station 517+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
2.489
0.000
8.972
0.000
8.637
0.000
6.969
Volume
3.6
0.0
13.9
0.0
13.2
0.0
10.5
Cumulative Volume
109.5
211.4
196.6
245.3
209.1
281.4
182.3
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
4
P
M
Pl
o
t
t
e
d
o
n
6864
SB ON RAMP
CROSS SECTIONS
SHEET 17 OF 21
517+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.0%
518+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.3%
13
0
.
5
13
0
.
4
7
13
0
.
8
13
0
.
8
3
Material(s) at Station 517+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.264
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.2
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
30.7
175.4
Material(s) at Station 518+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.003
0.894
0.000
Volume
0.0
0.0
0.0
0.0
0.0
1.1
0.0
Cumulative Volume
0.0
0.0
7.0
6.5
65.9
31.8
175.4
Material(s) at Station 517+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
2.959
0.000
5.790
0.000
5.123
0.000
3.772
Volume
5.0
0.0
13.7
0.0
12.7
0.0
9.9
Cumulative Volume
114.6
211.4
210.3
245.3
221.8
281.4
192.3
Material(s) at Station 518+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
4.633
0.000
8.553
0.000
8.006
0.000
6.714
Volume
7.0
0.0
13.3
0.0
12.2
0.0
9.7
Cumulative Volume
121.6
211.4
223.6
245.3
234.0
281.4
202.0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
4
P
M
Pl
o
t
t
e
d
o
n
6865
SB ON RAMP
CROSS SECTIONS
SHEET 18 OF 21
518+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
4.1%
519+00
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.0%
13
1
.
2
13
1
.
1
9
13
1
.
6
13
1
.
5
6
Material(s) at Station 518+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.185
0.000
2.131
0.000
Volume
0.0
0.0
0.0
0.2
0.0
2.8
0.0
Cumulative Volume
0.0
0.0
7.0
6.7
65.9
34.6
175.4
Material(s) at Station 519+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.893
0.000
3.466
0.000
Volume
0.0
0.0
0.0
1.0
0.0
5.2
0.0
Cumulative Volume
0.0
0.0
7.0
7.7
65.9
39.7
175.4
Material(s) at Station 518+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
4.513
0.000
6.894
0.000
9.201
0.000
9.011
Volume
8.5
0.0
14.3
0.0
15.9
0.0
14.6
Cumulative Volume
130.1
211.4
237.9
245.3
249.9
281.4
216.5
Material(s) at Station 519+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
6.079
0.000
8.691
0.000
11.223
0.000
11.094
Volume
9.8
0.0
14.4
0.0
18.9
0.0
18.6
Cumulative Volume
139.9
211.4
252.3
245.3
268.8
281.4
235.2
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
5
P
M
Pl
o
t
t
e
d
o
n
6866
SB ON RAMP
CROSS SECTIONS
SHEET 19 OF 21
519+50
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
3.4%
520+00
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 800-4-8-12-16-20-24-28-32-36-40
0.6%
13
1
.
9
13
1
.
9
2
13
2
.
3
13
2
.
2
9
Material(s) at Station 519+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.211
0.000
2.431
0.000
5.151
0.000
Volume
0.0
0.2
0.0
3.1
0.0
8.0
0.0
Cumulative Volume
0.0
0.2
7.0
10.8
65.9
47.7
175.4
Material(s) at Station 520+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
1.070
0.000
3.529
0.000
5.995
0.000
Volume
0.0
1.2
0.0
5.5
0.0
10.3
0.0
Cumulative Volume
0.0
1.4
7.0
16.3
65.9
58.0
175.4
Material(s) at Station 519+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
7.870
0.000
10.590
0.000
13.226
0.000
13.109
Volume
12.9
0.0
17.9
0.0
22.6
0.0
22.4
Cumulative Volume
152.8
211.4
270.1
245.3
291.4
281.4
257.6
Material(s) at Station 520+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
8.460
0.000
10.926
0.000
13.314
0.000
13.155
Volume
15.1
0.0
19.9
0.0
24.6
0.0
24.3
Cumulative Volume
167.9
211.4
290.1
245.3
316.0
281.4
281.9
SB ON RAMP
CROSS SECTIONS
SHEET 20 OF 21
67
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
28
-
F
e
b
-
2
0
1
8
11
:
4
5
A
M
Pl
o
t
t
e
d
o
n
68
520+50
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
521+00
112
116
120
124
128
132
136
140
112
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 92 96 1000-4-8-12-16-20
Material(s) at Station 520+50.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
1.0
0.0
3.3
0.0
5.6
0.0
Cumulative Volume
0.0
2.4
7.0
19.6
65.9
63.6
175.4
Material(s) at Station 521+00.00
Material Name
Impact 118 - 119
Mitigation 118 - 119
Impact 119 - 120
Mitigation 119 -120
Impact 120 - 121
Mitigation 120 - 121
Impact 121 - 122
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
0.0
2.4
7.0
19.6
65.9
63.6
175.4
Material(s) at Station 520+50.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
7.8
0.0
10.1
0.0
12.3
0.0
12.2
Cumulative Volume
175.8
211.4
300.2
245.3
328.3
281.4
294.1
Material(s) at Station 521+00.00
Material Name
Mitigation 121 - 122
Impact 122 - 123
Mitigation 122 - 123
Impact 123- 124
Mitigation 123 - 124
Impact 124 - 125
Mitigation 124 - 125
Area
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Volume
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Cumulative Volume
175.8
211.4
300.2
245.3
328.3
281.4
294.1
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
8 8 16
8 8 16
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
I-91 INTERCHANGE 19
STATE
MA
PROJECT FILE NO.
-
604597
60
4
5
9
7
_
H
D
1
4
(
N
O
I
S
B
O
N
R
A
M
P
C
R
O
S
S
S
E
C
T
I
O
N
S
)
.
D
W
G
26
-
F
e
b
-
2
0
1
8
12
:
4
7
P
M
Pl
o
t
t
e
d
o
n
6868
SB ON RAMP
CROSS SECTIONS
SHEET 21 OF 21