36C24119R0104-0005006.pdf
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RIGHT-OF-WAYEASEMENT
NORTHAMPTONDEPARTMENTOFPUBLICWORKSLAYOUTNO.3697
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MHD
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N61°18'30"E 1481.06' N81°49'18"E 690.00'
S60°10'42"E 670.00'
S17°40'42"E 1260.00'
S2°39'17"W 439.47'
S81°26'37"W712.34'
S81°55'46"W475.92'
∆=9°26'01" R=3355.65' T=276.88' L=552.50'
CHD.=S29°14'41"E
551.88'
S24°33'13"E 176.52'
N47°49'54"W 108.74'
N4 7°
'58
"W
0.5 0'
∆=15°07'37" R=1489.36' T=197.76' L=393.21'
CHD.=N46°08'43"W
392.07'
N53°42'32"W 89.43'
N53 °42
'32 "W
4.9
9'
N53°42'32"W 67.08'
N52 °4
3'3 2"W
5.8
5'
∆=40°33'56" R=767.22' T=283.54' L=543.19'
CHD.=N30°42'05"W
531.91'
N10°24'57"W 49.45'
W
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#9
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CANOPY
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#30
#9A
#26 #8 #8A
#7
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#69
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#16 #15
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#13S
#65
HAYDENVILLE ROAD (MA-9)
NORTH MAIN STREET
(MA-9)
NORTH MAIN STREET (MA-9)
#29
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
A B C
D E F
G H I
J K
L Know what's below.
before you dig.Call
R
ADDITIONAL SPACES WITHIN EXISTING PARKING AREAS:
EAST OF BUILDING 4 - 31 ADDITIONAL SPACES
BETWEEN BUILDINGS 6 & 8 - 4 ADDITIONAL SPACES
EAST OF BUILDING 8 - 16 ADDITIONAL SPACES
EAST OF BUILDING 26 - 7 ADDITIONAL SPACES (7 ADA)
NEAR BUILDINGS 9A & 30 - 4 ADDITIONAL SPACES
NEAR BUILDING 7 - 31 ADDITIONAL SPACES
NEAR BUILDING 11 - 26 ADDITIONAL SPACES
NEAR BUILDINGS 12 & 28 - 17 ADDITIONAL SPACES
NORTH OF BUILDING 2 - 4 ADDITIONAL SPACES (4 MOTORCYCLE)
TOTAL ADDITIONAL SPACES = 140
ADDITIONAL SPACES SHOWN AS NEW PARKING LOTS:
WEST OF MASSDOT PARKING (PARKING LOT A) - 171 SPACES
WEST OF BUILDING 20 (PARKING LOT B) - 174 SPACES
TOTAL ALTERNATIVE SPACES = 345
TOTAL ADDITIONAL SPACES = 485 SPACES
PARKING SUMMARY
Feet 0 150 300
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SHED
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GAS
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GORDON H. MANSFIELD VETERANS VILLAGE
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RESIDENT BUILDINGS
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VAMC
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AutoCAD SHX Text Approved: Project Director
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VA FORM 08-6231
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AutoCAD SHX Text Office of Construction and Facilities Management
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DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-002
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
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CS114
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RIGHT-OF-WAY EASEMENT
NORTHAMPTON DEPARTMENT OF
PUBLIC WORKS LAYOUT NO. 3697
∆=40°33'56" R=767.22' T=283.54' L=543.19'
CHD.=N30°42'05"W
531.91'
N10°24'57"W 49.45'
WETLANDS
(REGULATED)
WETLANDS
(REGULATED)
HAYDENVILLE ROAD (MA-9)
EAST FLORENCE STREET
5+
6+00
7+
8+
+0
+0
+3
3.1
29 SPACES
25 SPACES25 SPACES
30 SPACESPARKING LOT 'A'
TOTAL SPACES = 171
30 SPACES
32 SPACES
18' [5.5m]
18' [5.5m]
24' [7.3m]
18' [5.5m]
24' [7.3m]
18' [5.5m]
6' [1.8m]
INSTALL CONC. CURB
(TOTAL FOR PARKING
LOT = 2,675 LF)
LESS A.G. CURB OF
215 LF
INSTALL DEPRESSED
CONC. CURB (25 LF)
WITH 5' CURB TAPERS
ON EACH END
INSTALL 6' WIDE
CONC. SW
(APPROX. 2,514 SF)
[2.7m]
9' [2.7m]
24' [7.3m]
PROPOSED
PARKING LOT 'A'
R27'[R8.2m]
R2 7'
[R 8.2 m]RELOCATED
TREELINE
5' CURB
TAPER
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'A1')
R42' [R12.8m] R100' [R30.5m]
R3 0'
[R 9.1 m]
W/4" (TYP)
W/4" (TYP)
W/4" (TYP)
R25' [R7.6m]
R25' [R7.6m]
R3'[R.9m]
R3'[R.9m]
R3
[R .9m
12' [3.7m]
12' [3.7m]
12' [3.7m]
BITUM
PAVING
R3
[R .9m
INSTALL ANGLED
GRANITE CURB
(APPROX. 165 LF)
HEALING
GARDEN
SNOW
STORAGE
AREA
SNOW
STORAGE
AREA
INSTALL CURB RAMP
W/ TACTILE
WARNING STRIP
BEGIN ANGLED
GRANITE CURB
END ANGLED
GRANITE CURB
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A
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W
A
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A B C
D E F
G H I
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MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
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AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
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CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
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AutoCAD SHX Text Layout Plan 'A'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS115
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CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CO
NC
RE
TE
BITUM PAVING
BITUM PAVING
BITUM PAVING
BIT
UM
PA
VIN
G
E
S
ST
ST
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N61°18'30"E 1481.06'
N81°49'18"E
SURVEY MARKER
(BOUNDARY SURVEY
PROVIDED, SURVEY
MARKERS NOT VERIFIED)
LIGHT POLE
(TYP.)
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
STOP SIGN
WETLANDS
(REGULATED)
WETLANDS
(REGULATED)
LIGHT POLE
BIT
UM PA
VIN
G
CONC. SW
GRANITE CURB
CONCRETE SIDEWALK
CONCRETE CURB
FR
ONT H
ILL
ROAD
DY/4
WATE
R LI
NE GAS LI
NE
WETLANDS
(REGULATED)
ISOLATED VEGETATED WETLAND
NON-JURISDICTIONAL UNDER MA
WETLANDS PROTECTION ACT
ISOLATED VEGETATED WETLAND
NON-JURISDICTIONAL UNDER MA
WETLANDS PROTECTION ACT
STOCK PILES
7+
8+
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 10,658 SF)
PAVEMENT
REPAIR AREA 'K'
W/4" (TYP)
FULL DEPTH PAVEMENT
(TOTAL FOR PARKING LOT =
APPROX. 73,744 SF)
R75'
R50' [R15.2m]
24'[7.3m]
W/4" (TYP)
SP
AC
ES
SP
AC
ES
SP
AC
ES
29 SPACES
SP
AC
ES
25 SPACES
SP
AC
ES
SP
AC
ES
TO
TA
L S
PA
CES
= 1
SAWCUT
(APPROX. 82 LF)
6' [1.8m]
6'[1.8m]
6' [1.8m]
6' [1.8m]
6' [1.8m]
6' [1.
8m
18' [5.5m] 24'[7.3m]
18'[5.5m]
9' [2.
7m
9' [2.
7m ] 18'[5.5m]
24'[7.3m] 18' [5.5m]
9' [2.
7m
9' [2.
7m
[3.
7m
[3.
7m
18'[5.5m] 24'[7.3m]
18'[5.5m]
9' [2.
7m
9' [2.
7m
R62' [R18.9m]
MATCH CONC. W/
EDGE OF PAVEMENT
24' [7.3m]
RELOCATED
LIGHT POLE
& ELEC BOX
INSTALL 6' WIDE
CONC. SW
(APPROX. 2,514 SF)
W/4" (TYP)
W/4" (TYP)
24' [7.3m]
INSTALL 6' WIDE CONC. SW
(APPROX. 2,659 SF)
INSTALL 6' WIDE
CONC. SW
(APPROX. 2,823 SF)
MATCH NEW CONC.
TO EXISTING CONC.
INSTALL 6' WIDE
CONC. SW
(APPROX. 2,354 SF)
INSTALL 6' WIDE
CONC. SW
(APPROX. 1,373 SF)
INSTALL CONC. CURB
(TOTAL FOR PARKING
LOT = 3,494 LF)
LIMIT OF
PAVING
SAWCUT
(APPROX. 56 LF)
LIMIT OF PAVING
SAWCUT
(APPROX. 60 LF)
LIMIT OF PAVING
MATCH NEW
CURB WITH
EXISTING CURB
5' CURB
TAPER
MATCH NEW
CURB WITH
EXISTING CURB
RELOCATED
LIGHT POLE
PAVEMENT
REPAIR
AREA 'K'
NEW
PAVEMENT
LO
T 'B'
[R 8.2 m]
PROPOSED
PARKING LOT 'B'
6' WIDE PEDESTRIAN
CROSSING (W/6")
R100' [R30.5m]
R150' [R45.7m]
21'[6.3m]
6'[1.8m]
INSTALL
GUIDERAIL
(200 LF)
RELOCATED
TREELINE
RELOCATED
TREELINE
RELOCATED
TREELINE
24'[7.3m]
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B2')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B1')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B3')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B5')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B4')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B6')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'B7')
RELOCATED
UTILITY POLE
RELOCATED
LIGHT POLE
& ELEC BOX
RELOCATED
LIGHT POLE
& ELEC BOX
EDGE OF
PAVEMENT
INSTALL
GUIDERAIL
(143 LF)
5' CURB
TAPER
5' CURB
TAPER
MATCH NEW CONC.
TO EXISTING CONC.
R3'[R.9m]
R24' [R7.4m]
R3' [R.9m]
R3' [R.9m]
R3' [R.9m]
R3' [R.9m]
R3' [R.9m]
R3' [R.9m]
R15' [R4.6m]
12'[3.7m]
12'[3.7m]
6' WIDE
PEDESTRIAN
CROSSING
(W/6")
12'[3.7m]
R5' [R1.5m] R5'
[R1.5m]
R3' [R.9m
R2 0'
[R 6.1 m]
R15'
[R4.6m]
R15' [R4.6m] 12'
[3.7m]
R25' [R7.6m]
R15' [R4.6m]
R15' [R4.6m]BIT
UM
PA
VIN
G
BIT
UM
PA
VIN
G
MATCH NEW CURB
WITH EXISTING CURB
MATCH NEW CURB
WITH EXISTING CURB
R25'
[R7.6m]
12' [3.7m]
BIT
UM
PA
VIN
G
BITUM
PAVING
R300' [R91.4m]
BITUM
PAVING
R8' [R2.4m]
R8' [R2.4m]
R8
[R 2.4 m]
R8' [R2.4m]
R8' [R2.4m]
INSTALL ANGLED
GRANITE CURB
(APPROX. 138 LF)
INSTALL
GUIDERAIL
(60 LF)
25 SPACES23 SPACES
18'[5.5m] 24'[7.3m]
18'[5.5m]
R200' [R61m]
R100'
[R30.5m]
R3' [R.9m]
R3' [R.9m]
9' [2.7m]
W/4" 45° @
5' C-C (TYP)
12'[3.7m]
6' [1.8m]
6' [1.8m]
12'[3.7m]
W/6" (TYP)
PEDESTRIAN
CROSSING
SNOW
STORAGE
AREA
RELOCATED
TREELINE
RELOCATED
TREELINE
W/24"
W /24"
ERADICATE DY/4"
BETWEEN STOP BARS
V
E
T
E
R
A
N
S
W
A
Y
A B C
D E F
G H I
J K
L
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text
GAS
AutoCAD SHX Text
MET
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text E
AutoCAD SHX Text
100' CITY OF NORTHAMPTON
AutoCAD SHX Text
100' CITY OF NORTHAMPTON
AutoCAD SHX Text
100' CITY OF NORTHAMPTON
AutoCAD SHX Text
100' CITY OF NORTHAMPTON
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Layout Plan 'B'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS116
AutoCAD SHX Text
CONC SW CO
NC
SW
CONC SW
CONC SW
CO
NC
SW
CONC SW
CONC SW
CO
NC
RE
TE
CONC SW
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
BIT
UM
PA
VIN
G
BITUM PAVING
S
S
S
S
S
S
S
N81°49'18"E 690.00'
S60°10'42"E 670.00'
SURVEY MARKER
(BOUNDARY SURVEY
PROVIDED, SURVEY
MARKERS NOT VERIFIED)
E
LIGHT POLE
ONEWAY SIGN
YIELD/ DO NOT
ENTER SIGN
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
STOP SIGN
LIGHT POLE
X
W
A
E
A
C
#22
LIGHT POLE
LIGHT POLE
LIGHT POLE
BOLLARDS (2)
BOLLARDS (3)
BOLLARDS (2)
BOLLARDS (7)
CONCRETE SIDEWALK
CONCRETE CURB
BOLLARDS (4)
FRONT HILL ROAD
FULL DEPTH
PAVEMENT RECONSTRUCTION
(APPROX. 929 SF)
MATCH CONC. WITH
EDGE OF PAVEMENT
R62' [R18.9m]
MATCH CONC. W/
EDGE OF PAVEMENT
24' [7.3m]
SAWCUT
(APPROX. 56 LF)
LIMIT OF PAVING
SAWCUT
(APPROX. 60 LF)
LIMIT OF PAVING
MATCH NEW
CURB WITH
EXISTING CURB
MATCH CONC. WITH
EDGE OF PAVEMENT
24'[7.3m]
INSTALL 4' WIDE
CONC. SW
(APPROX. 436 SF)
INSTALL 4' WIDE
CONC. SW
(APPROX. 146 SF)
FULL DEPTH PAVEMENT
WIDENING (APPROX. 245 SF)
REMOVE /
REPLACE
CONC.
(MATCH
WITH
EDGE OF
PAVEMENT)
EDGE OF
PAVEMENT
5' CURB
TAPER
5' CURB
TAPER
MATCH NEW CONC.
TO EXISTING CONC.
R15' [R4.6m] 12'
[3.7m]
R25' [R7.6m]
R15' [R4.6m]
R15' [R4.6m]
12' [3.7m]
W/24"
W /24"
ERADICATE DY/4"
BETWEEN STOP BARS
V
E
T
E
R
A
N
S
W
A
Y
A B C
D E F
G H I
J K
L
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text M
AutoCAD SHX Text A
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AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
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AutoCAD SHX Text I
AutoCAD SHX Text N
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AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Layout Plan 'C'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS117
AutoCAD SHX Text
PUBLIC WORKS LAYOUT NO. 3697
BIT
UM PA
VIN
G
N52 °4
3'3 2"W
5.8
5'
LIGHT POLE
LIGHT POLE
LIGHT POLE
CONC. W
AL
K
WETLANDS
(REGULATED)
WETLANDS
NO WEAPONS
SIGN
FRONT HILL ROAD
BOLLARD
NORTH MAIN STREET
(MA-9)
1+00
2+00
3+
4+
5+
8+
9+
9+95.25
+0
+0
+0
FULL DEPTH PAVEMENT
(TOTAL FOR PARKING LOT =
APPROX. 59,115 SF)
29 SPACES
25 SPACES25 SPACES
30 SPACESPARKING LOT 'A'
TOTAL SPACES = 171
30 SPACES
32 SPACES
18' [5.5m]
18' [5.5m]
24' [7.3m]
18' [5.5m]
24' [7.3m]
18' [5.5m]
18' [5.5m]
24' [7.3m]
18' [5.5m]
6' [1.8m]
6' [1.8m]
6' [1.8m]
INSTALL CONC. CURB
(TOTAL FOR PARKING
LOT = 2,675 LF)
LESS A.G. CURB OF
215 LF
INSTALL 6' WIDE
CONC. SW
(APPROX. 2,514 SF)
INSTALL 6' WIDE
CONC. SW
(APPROX. 1,812 SF)
W/4" (TYP)
W/4" (TYP)
W/4" (TYP)
9' [2.7m]
9' [2.7m]
9' [2.7m]
24' [7.3m]
24'
INSTALL 6' WIDE
CONC. SW
(APPROX. 3,774 SF)
TOTAL SPACES = 37
PROPOSED
PARKING LOT 'A'
R2 7'
[R 8.2 m]
R27' [R8.2m]
R100' [R30.5m]
9' [2.6m]
W/6" (TYP)
6' [1.8m]
RELOCATED
TREELINE
INSTALL 6' WIDE
CONC. SW
ADA ACCESSIBLE
(APPROX. 6,893 SF)
INSTALL STONE
PAVER PATIO
(APPROX. 1,232 SF)
INSTALL STONE
PAVER PATIO
(APPROX. 1,257 SF)
INSTALL SEAT WALL
(APPROX. 80 LF)
5' CURB
TAPER
5' CURB
TAPER
INSTALL
WHEEL
STOPS (6)
FLUSH
CURB
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'A1')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'A2')
R42' [R12.8m]
R312'
R42' [R12.8m]
R108'
R96'
[R29.3m]
R25' [R7.6m]
R100
[R 30.
5m
R56' [R17.1m]
R100' [R30.5m]
R3 0'
[R 9.1 m]
W/4" (TYP)
W/4" (TYP)
[R.9m]
R3
[R .9m
12' [3.7m]
12' [3.7m]
12' [3.7m]
R3
[R .9m
R15' [R4.6m]
12' [3.7m]
BITUM
PAVING
BITUM
PAVING
BITUM
PAVING
[R .9m
HEALING
GARDEN
W/4" 45° @
5' C-C (TYP)
INSTALL CURB RAMP
W/ TACTILE
WARNING STRIP
INSTALL CURB RAMP
W/ TACTILE
WARNING STRIP
INSTALL SEAT WALL
(APPROX. 105 LF)
R20' [R6.1m]
R74'
[R22.
4m
V
E
T
E
R
A
N
S
W
A
Y
A B C
D E F
G H I
J K
L
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100.23'
AutoCAD SHX Text 100.23'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
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AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
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AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Layout Plan 'D'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS118
AutoCAD SHX Text
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
LANDSCAPE TIMBER WALL
CONC.
CO
NC
RE
TE
BITUM PAVING
BITUM PAVING
BIT
UM
PA
VIN
G
BIT
UM PA
VIN
G
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
COVERED CONC SW
X
X X
ST
WOODS
BITUM PAVING
BITUM PAVING
LAWN
LAWN
GRAVEL BASIN ACCESS
BILCO DOOR GRAVEL ACCESS
CONC SW
CONC
CONC
E E
E
E
X
X
X
X
X
X X
E
STOP SIGN
VA WELCOME
SIGN
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
(TYP.)
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
STOP SIGN
CONC. W
AL
K
WETLANDS
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
#12
A
#14
BIT
UM PA
VIN
G
NO WEAPONS
BACK HILL ROAD
FRONT HILL ROAD
OUTER LOOP ROAD
BOLLARDS (2)
BOLLARD
BOLLARDS (2)
BOLLARDS (6)
BOLLARDS (4)
BOLLARDS (4)BOLLARDS (3)
BOLLARD
BOLLARD
BOLLARDS (2)
BOLLARDS (2)
CONC. SW
GRANITE CURB
DY/4
WATE
R LI
NE GAS
LI
NE
#29
PUMP HOUSE
GENERATOR
SMOKE STACK
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
0+00 1+00
8+
9+
9+95.25
+0
+0
0+00
1+00
2+00
3+00
4+00
5+00
W/4" (TYP)
W/4" 45° @
5' C-C (TYP)
PAVEMENT
REPAIR AREA 'H'
PAVEMENT
REPAIR AREA 'H'
PAVEMENT
REPAIR AREA 'H'
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 13,854 SF)
FULL DEPTH PAVEMENT
(APPROX. 1,295 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 10,658 SF)
PAVEMENT
REPAIR AREA 'K'
(APPROX. 10,658 SF)
LIMIT OF REPAVING
LIMIT OF REPAVING
TOTAL SPACES = 100
NEW SPACES = 26
TOTAL SPACES = 83
NEW SPACES = 17
INSTALL / REPLACE
CONC. CURB (300 LF)
INSTALL / REPLACE
CONC. CURB (205 LF)
INSTALL / REPLACE
CONC. CURB (238 LF)
INSTALL / REPLACE
CONC. CURB (548 LF)
INSTALL / REPLACE
CONC. CURB (324 LF)
LIMIT OF REPAVING
SAWCUT
(APPROX. 47 LF)
SAWCUT
(APPROX. 62 LF)
CONVERT ASPHALT TO LAWN
(APPROX. 930 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 32,350 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 13,527 SF)
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 1,340 SF)
FULL DEPTH
PAVEMENT
(APPROX. 1,411 SF)
FULL DEPTH
PAVEMENT WIDENING
(APPROX. 946 SF)
FULL DEPTH
PAVEMENT
(APPROX. 7,122 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 22,346 SF)
19' [5.8m]
22' [6.7m]
22' [6.7m]
19' [5.8m]
14' [4.3m]
19' [5.8m]
10' [3.2m]
9'[2.7m]
14' [4.3m]
19' [5.8m]
RELOCATED
BOLLARDS (5)
FULL DEPTH PAVEMENT
(TOTAL FOR PARKING LOT =
APPROX. 59,115 SF)
29 SPACES
25 SPACES
18' [5.5m]
24' [7.3m]
18' [5.5m]
6' [1.8m]
6' [1.8m]
49' [15m]
RELOCATED
LIGHT POLE
& ELEC BOX
RELOCATED
LIGHT POLE
& ELEC BOX
RELOCATED
LIGHT POLE
& ELEC BOX
MATCH CONC. W/
EDGE OF PAVEMENT
MATCH CONC. WITH
EDGE OF PAVEMENT
BOLLARD
(RELOCATED)
INSTALL CONC. CURB
(APPRPOX. 294 LF)
INSTALL GUIDERAIL
(APPROX. 165 LF)
INSTALL 6' WIDE
CONC. SW
(APPROX. 284 SF)
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 1,410 SF)
INSTALL 4' WIDE
CONC. SW
(1,293 SF)
INSTALL 5' WIDE
CONC. SW
(APPROX. 128 SF)
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 210 SF)
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 199 SF)
INSTALL CURB RAMP
W/ TACTILE
WARNING STRIP
MATCH PAVEMENT
W/ EDGE OF CONC. SAWCUT
(APPROX. 70 LF)
LIMIT OF
REPAVING
SAWCUT
PAVEMENT TO
DEPTH OF 2"
SAWCUT
(APPROX. 70 LF)
LIMIT OF REPAVING
SAWCUT PAVEMENT TO DEPTH OF 2"
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 3,142 SF)
5' CURB
TAPER
5' CURB
TAPER
SAWCUT
(APPROX. 88 LF)
LIMIT OF PAVING
INSTALL 6' WIDE
CONC. SW
(APPROX. 2,514 SF)
W/4" (TYP)
9' [2.7m]
24' [7.3m]
24'
18' [5.5m]
24' [7.3m]
18' [5.5m]
9' [2.7m]
SAWCUT
(APPROX. 51 LF)
FULL DEPTH
PAVEMENT
(APPROX. 698 SF)
FULL DEPTH
PAVEMENT
(APPROX. 440 SF)
CONVERT
ASPHALT TO LAWN
(APPROX. 192 SF)
BOLLARDS (2)
5' C-C
(RELOCATED)
INSTALL 6' WIDE
CONC. SW
(APPROX. 3,774 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 31,349 SF)FULL DEPTH
RECONSTRUCTION
OF EXISTING
PAVEMENT
(APPROX. 11,107 SF)
PAVEMENT
REPAIR
AREA 'F'
PAVEMENT
REPAIR
AREA 'G'
CONVERT ASPHALT
TO LAWN (APPROX. 770 SF)
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'D3')
INSTALL 6' WIDE
CONC. SW
(APPROX. 255 SF)
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'D2')
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'D1')
INSTALL 6' WIDE
CONC. SW
(APPROX. 162 SF)
INSTALL CONC.
STAIRS WITH
HANDRAILS
(SEE DETAIL)
TIE NEW CURB
TO EXISTING CURB
TIE NEW CURB
TO EXISTING CURB
TOTAL SPACES = 37
NEW SPACES = 0
RELOCATED
LIGHT POLE
& ELEC BOX
SAWCUT
(APPROX. 16 LF)
PROPOSED
PARKING LOT 'A'
R27' [R8.2m]
R100' [R30.5m]
9' [2.6m]
W/6" (TYP)
6' [1.8m]
6' [1.8m]
RELOCATED
TREELINE
INSTALL CONC. CURB
(APPROX. 496 LF)
CONVERT ASPHALT TO LAWN
(APPROX. 137 SF)
W/4" (TYP)
W/4" (TYP)
19' [5.8m]
22'[6.7m] 22'[6.7m]
19' [5.8m]
14' [4.3m]
19' [5.8m]
14' [4.3m]
19' [5.8m]
10' [3.2m]
9' [2.
7m
W/4" 45° @
5' C-C (TYP)
CONVERT ASPHALT TO LAWN
(APPROX. 92 SF)
RELOCATED
UTILITY POLE
RELOCATED
LIGHT POLE
& ELEC BOX
12' [3.7m]
R15' [R4.6m]
12' [3.7m]
6' WIDE PEDESTRIAN
CROSSING (W/6")
BITUM
PAVING
14'[4.3m]
R15' [R4.6m]
R3' [R.9m]
R10'
[R3m
10'[3m]
19' [5.8m]
19' [5.8m]
14' [4.3m]
22'[6.7m] 22'[6.7m]
9' [2.
7m
10' [3.2m]
60°'
R29' [R8.8m]
12'[3.7m]
5' CURB
TAPER
5' CURB
TAPER
5' CURB TAPER
R12' [R3.7m]
R30'
[R9.1m]
R18'
[R5.5m]
R2' [R.6m
]R5'[R1.5m]
R5'
[R1.5m]R5
[R1 .5m
5' CURB
TAPER
5' CURB
TAPER
12' [3.7m]
5' CURB
TAPER
SAWCUT & INSTALL
TO NEAREST JOINT
(APPROX. 10 LF)
[7.
3m
[3.
7m
10' [3m]
22' [6.7m]
R5' [R1.5m]
R3' [R.9m]
R15'[R4.6m] R15' [R4.6m]
R3'[R.9m]R1 5'
[R 4.6 m]
R15'[R4.6m]
R25' [R7.6m]
R3' [R.9m
R3' [R.9m
R15'
[R4.6m]
R5'[R1.5m]
14' [4.3m]
24' [7.3m]
R5'[R1.5m]
R3
[R .9m
R15'
[R4.6m]
R15' [R4.6m]
CONVERT
ASPHALT TO LAWN
(APPROX. 225 SF)
R15' [R4.6m]
12'[3.7m]24'[7.3m]
R8' [R2.4m]
R8' [R2.4m]
R8
[R 2.4 m]
2' SAWCUT AT CURB
FOR INSTALLATION
9' [2.7m]
REPLACE PAINT
CROSSING (W/1'X15.6')
CONVERT
ASPHALT TO LAWN
(APPROX. 571 SF)
5' CURB
TAPERDEPRESSED
CURB (10 LF)
SAWCUT
(APPROX. 61 LF)
TIE PROP. CONC. SW
TO EXIST. CONC. SW
REPAIR/REPLACE
EXIST. CONC. SW
AS NECESSARY
5' CURBTIE PROP. CONC. SWREPLACE CROSSWALK
PAINT AS NECESARY
5' CURB
TAPER
INSTALL CONC. CURB
(APPRPOX. 420 LF)
5' CURB
TAPER
5' CURB
TAPER
DEPRESSED
CURB (5 LF)
RELOCATED
LIGHT POLE
& ELEC BOX
W/4" 45° @
5' C-C (TYP)
R29'
[R8.8m]
CONVERT TO LAWN
(APPROX. 8,787 SF)
UTILITY TRENCH &
PAVEMENT RESTORATION
RELOCATED
TREELINE
RELOCATED
TREELINE
RELOCATED
TREELINE
INSTALL
CONC. PAD
(78 SF)
V
E
T
E
R
A
N
S
W
A
Y
A B C
D E F
G H I
J K
L
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
GAS
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text E
AutoCAD SHX Text
100' CITY OF NORTHAMPTON
AutoCAD SHX Text
100' CITY OF NORTHAMPTON
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
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AutoCAD SHX Text T
AutoCAD SHX Text H
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AutoCAD SHX Text A
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AutoCAD SHX Text N
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AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
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AutoCAD SHX Text D
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AutoCAD SHX Text
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AutoCAD SHX Text Layout Plan 'E'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS119
AutoCAD SHX Text
COVERED CONC SW
CONC SW
RET WALL
COVERED CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CONC SW
CO
VE
RE
D C
ON
C S
W
BRICK SW
CONC SW
CONC SW
LANDSCAPE TIMBER WALL
CONC SW
CONC SW
CONC.
CONC
BRICK SW
CO
NC
RE
TE
BIT
UM
PA
VIN
G
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
BITUM PAVING
COVERED CONC SW
X
X X
S17°40'42"E 1260.00'
CONC SW
CONC SW
CONC SW
CONC
CONC SW
CONC
COVERED CONC SW
COVERED CONC SW
SURVEY MARKER
(BOUNDARY SURVEY
PROVIDED, SURVEY
MARKERS NOT VERIFIED)
FF 321.86
FF 321.83
X X
X
X X
X X
X X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
STOP SIGN
#5
#60
A
#4
#12
#11
#1
#25
W
A
E
A
OUTER LOOP ROAD
INNER LOOP ROAD
OUTER LOOP ROAD
BOLLARDS (2)
BOLLARDS (4)
BOLLARDS (4)
BOLLARDS (2)
BOLLARDS (2)
BOLLARDS (2)
BOLLARDS (7)
BOLLARDS (4)
+0
+0
+0
17+99.21
LIMIT OF REPAVING
SAWCUT
(APPROX. 40 LF)
MILL & OVERLAY
(APPROX. 4,850 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 20,092 SF)
FULL DEPTH PAVEMENT
PARKING EXPANSION &
ROADWAY WIDENING
(APPROX. 7,792 SF)W/4" (TYP)
TOTAL SPACES = 45
NEW SPACES = 31
SAWCUT
(APPROX. 72 LF)
4 SPACES (MOTORCYCLE)
FULL DEPTH PAVEMENT
PARKING EXPANSION
(APPROX. 485 SF)
REPAIR ANY DAMAGE TO
ADJACENT CONC. SW, ASPHALT
AND/OR LAWN IF NECESSARY
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 13,527 SF)
FULL DEPTH
PAVEMENT
(APPROX. 7,122 SF)
24' [7.3m]
RELOCATED
BOLLARDS (5)
FULL DEPTH PAVEMENT
ROADWAY WIDENING
(APPROX. 617 SF)
FULL DEPTH PAVEMENT
ROADWAY WIDENING
(APPROX. 151 SF)
EDGE OF
PAVEMENT
RELOCATED
LIGHT POLE
& ELEC BOX
RELOCATED
LIGHT POLE
& ELEC BOX
MATCH CONC. WITH
EDGE OF PAVEMENT
FULL DEPTH
PAVEMENT RECONSTRUCTION
(APPROX. 929 SF)
MATCH CONC. WITH
EDGE OF PAVEMENT
RELOCATED
LIGHT POLE
& ELEC BOX
RELOCATED
LIGHT POLE
& ELEC BOX
RELOCATED
LIGHT POLE
& ELEC BOX
MATCH CONC. W/
EDGE OF PAVEMENT
MATCH CONC. WITH
EDGE OF PAVEMENT
MATCH CONC. WITH
EDGE OF PAVEMENT
SAWCUT
(APPROX. 70 LF)
LIMIT OF
REPAVING
SAWCUT
PAVEMENT TO
DEPTH OF 2"
SAWCUT
(APPROX. 70 LF)
LIMIT OF REPAVING
SAWCUT PAVEMENT TO DEPTH OF 2"
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 3,142 SF)
FULL DEPTH
PAVEMENT
(APPROX. 698 SF)
FULL DEPTH
PAVEMENT
(APPROX. 440 SF)
CONVERT
ASPHALT TO LAWN
(APPROX. 192 SF)
8' [2.4m]
5' [1.5m]
18' [5.5m]
9' [2.7m]
FULL DEPTH PAVEMENT
ROADWAY WIDENING
(APPROX. 470 SF)
W/4" (T
YP)
18' [5.5m]
9' [2.7m]
PAVEMENT
REPAIR AREA 'A'
RELOCATED
CHAINLINK FENCE
(APPROX. 100 LF)
PAVEMENT
REPAIR
PAVEMENT
REPAIR
INSTALL CONC.
STAIRS WITH
HANDRAILS
(NEW STAIRS 'D1')
INSTALL 6' WIDE
CONC. SW
(APPROX. 162 SF)
19' [5.8m]
W/4" 45° @
5' C-C (TYP)
INSTALL 4' WIDE
CONC. SW
(APPROX. 436 SF)
INSTALL 4' WIDE
CONC. SW
(APPROX. 146 SF)
REMOVE /
REPLACE
CONC.
(MATCH
WITH
EDGE OF
PAVEMENT)
R3' [R.9m
R15' [R4.6m]
CONVERT
ASPHALT TO LAWN
(APPROX. 225 SF)
R3' [R.9m]
12' [3.7m]
SAWCUT
(APPROX. 141 LF)
SAWCUT
(APPROX. 110 LF)
R3
[R .9m
R15' [R4.6m]
SAWCUT
(APPROX. 72 LF)
INSTALL CONC. PAD
(APPROX. 36 SF)
R2' [R.6m
V
E
T
E
R
A
N
S
W
A
Y
A B C
D E F
G H I
J K
L
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
GAS
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
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AutoCAD SHX Text D
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AutoCAD SHX Text
AutoCAD SHX Text Layout Plan 'F'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS120
AutoCAD SHX Text
CONC. WALK
CONC. W
ALK
SIGN
BITUM PAVING
BITUM PAVING
MHD
GV
GV
GV
N53 °42
'32 "W
4.9
9'
N53°42'32"W 67.08'
SURVEY MARKER
(BOUNDARY SURVEY
PROVIDED, SURVEY
MARKERS NOT VERIFIED)
WETLANDS
NO WEAPONS
SIGN
FRONT HILL ROAD
NORTH MAIN STREET
(MA-9)
NORTH MAIN STREET
(MA-9)
BM CONC. MON
N: 2954044.47 E: 335266.14
ELEV: 288.74
MILL & OVERLAY
(APPROX. 4,000 SF)
PAVEMENT
REPAIR AREA 'J'
LIMIT OF MILL & OVERLAY
TOTAL SPACES = 37
SAWCUT
(APPROX. 27 LF)
V
E
T
E
R
A
N
S
W
A
Y
A B C
D E F
G H I
J K
L
MILL & OVERLAY
SITE SYMBOL - IMPROVEMENTS
FULL DEPTH PAVEMENT - RESTORATION OF EXISTING
FULL DEPTH PAVEMENT - PAVING AREA
CONCRETE WALKWAY - REPAIR / REPLACEMENT
CONCRETE / GRANITE CURB
EDGE OF PAVEMENT
PAVEMENT MARKING / STRIPING
GUARDRAIL
CONCRETE WALKWAY - WITH NEW STAIRS
DETECTABLE WARNING SURFACE
SIGN
LIGHT POLE
BOLLARD
SAWCUT LINE
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R
Feet
0 30 60
KEY MAP
1"=1,000'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text F
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AutoCAD SHX Text D
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AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-002
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
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AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
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AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
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AutoCAD SHX Text Layout Plan 'G'
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AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
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CS121
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BITUM PAVING
GV
BITUM PAVING
CONC PAD
BILCO DOOR GRAVEL ACCESS
CONC PAD
FUEL PUMP
CONC
CONC
PAD
X
X
X
X
X
X
STOP SIGN
EXIT SIGN
BUILDING SIGN
LOT "O" SIGN
ONEWAY SIGN
WETLANDS #12
#28
T
S
NO WEAPONS
OUTER LOOP ROAD
BOLLARDS (3)
BOLLARDS (2)
BOLLARD
BOLLARDS (2)
BOLLARDS (2)
BOLLARDS (4)
BOLLARDS (2)
BOLLARDS (2)
BOLLARDS (2)
NORTH MAIN STREET
(MA-9)
#29
PUMP HOUSE
PROPANE TANK
SMOKE STACK
TO REMAIN
TO BE REMOVED
AND REPLACED
4+00
5+00
6+00
7+00
8+00 9+00 9+57.08
0+
1+
2+
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 30,632 SF)
W/4" (TYP)
PAVEMENT
REPAIR AREA 'D'
PAVEMENT
REPAIR AREA 'H'
PAVEMENT
REPAIR AREA 'H'
PAVEMENT
REPAIR AREA 'H'
PAVEMENT
REPAIR AREA 'H'
MILL & OVERLAY
(APPROX. 4,000 SF)
PAVEMENT
REPAIR AREA 'J'
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 13,854 SF)
FULL DEPTH PAVEMENT
(APPROX. 1,295 SF)
INSTALL / REPLACE
CONC. CURB (238 LF)
END
CONC. CURB
INSTALL / REPLACE
CONC. CURB (548 LF)
INSTALL DEP.
CONC. CURB (43 LF)
INSTALL CONC. CURB
(APPROX. 245 LF)
LIMIT OF REPAVING
LIMIT OF REPAVING
LIMIT OF REPAVING
LIMIT OF MILL & OVERLAY
LIMIT OF REPAVING
SAWCUT
(APPROX. 16 LF)
SAWCUT
(APPROX. 22 LF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 32,350 SF)
FULL DEPTH
RECONSTRUCTION OF
EXISTING PAVEMENT
(APPROX. 13,527 SF)
FULL DEPTH PAVEMENT
ROAD WIDENING
(APPROX. 1,340 SF)
MATCH CONC. WITH
EDGE OF PAVEMENT
MATCH CONC. WITH
EDGE OF PAVEMENT
18' [5.5m]
INSTALL / REPLACE
CONC. CURB (138 LF)
BOLLARD
(RE…
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