S02 Drawings 1 of 5 Construct Perimeter Fence 631-17-006.pdf
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- Attached to
- Y1PZ--631-17-006 Construct Perimeter Fence Federal contract opportunity
- Solicitation number
- 36C24122B0001
About this file
This document provides details on a federal contract solicitation to construct a perimeter fence. The solicitation number is 36C24122B0001 and is titled "Y1PZ--631-17-006 Construct Perimeter Fence." It is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1. The solicitation is for the construction of a perimeter fence around a VA facility, as identified by project number 631-17-006. Responses to the solicitation are due on an unspecified date. The award date and any pricing, set-aside, or incumbent information is not included in this document.
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Text version
PERIMETER FENCE AT THE
VA MEDICAL CENTER NORTHAMPTON
PROJECT NUMBER: 631-17-006
CONTRACT NUMBER: VA241-17-C-0131
NOTES
1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET ARE BASED
ON AN ON THE GROUND FIELD SURVEY BY ACELA ENGINEERING DURING
NOVEMBER OF 2017. AREAS SHOWN OUTSIDE THE SCOPE OF WORK ARE BASED ON
DRAWINGS PROVIDED BY THE DEPARTMENT OF VETERANS AFFAIRS.
2. ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE
LOCATED AND SHOWN ON THIS PLAN. CONTRACTORS AND OTHER USERS OF THIS
PLAN ARE RESPONSIBLE FOR VERIFICATION OF UNDERGROUND UTILITIES PRIOR
TO CONSTRUCTION WORK AT LOCATIONS SHOWN HEREON.
3. ALL WASTE, DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED
FROM THE SITE AND LAWFULLY DISPOSED OF.
4. THE SURVEY IS BASED ON MASSACHUSETTS STATE PLANE COORDINATE SYSTEM.
5. PERIMETER FENCE INSTALLED TO BE STAGED TO MINIMIZE DISRUPTION TO
RESIDENTS AND OFFICE FUNCTIONS.
6. REFER TO SPECIFICATION 01 00 00 1.6.H FOR DIRECTION ON MAINTENANCE OF 10'
CONSTRUCTION FENCE.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES.
8. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION
IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAY.
9. ANY EXCAVATED AREA LEFT OPEN AT THE END OF THE WORK DAY, THE
CONTRACTOR SHALL BE COVERED OR PROTECTED BY A 10' HIGH FENCE.
10. THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE
ON PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
11. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":
- ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY
PRODUCT OR ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE
ACCEPTABLE MANUFACTURES AND/OR PRODUCTS, WHEN THIS OCCURS,
THE PRODUCT OR ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE
"BASIS OF DESIGN" PRODUCT OR ASSEMBLY.
- THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS
REQUIREMENTS OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER THAN
THE "BASIS OF DESIGN" MAY VARY FROM THAT SHOWN BY THE DRAWINGS.
- THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR
ASSEMBLY IN LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS
APPROVED BY RESIDENT ENGINEER. HOWEVER, THE CONTRACTOR IS
RESPONSIBLE (AT NO ADDITIONAL EXPENSE TO THE OWNER) FOR ALL
COORDINATION AND REVISIONS TO DIMENSIONS AND/OR DETAILS
NECESSARY TO ACHIEVE THE SAME FUNCTIONAL AND AESTHETIC DESIGN
INTENT AS ILLUSTRATED BY THE "BASIS OF DESIGN" SHOWN BY THE
CONTRACT DOCUMENTS.
12. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION
CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO
THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD
COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL
INSTALLATION OF WORK, PRODUCTS, AND/OR SYSTEMS VARY FROM THE DESIGN
INTENT EXPRESSED/SPECIFIED IN THE CONTRACT DOCUMENTS. **NO EXCEPTION
ALLOWED**
13. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE
REQUIREMENTS OR MANUFACTURE REQUIREMENTS WITHOUT THE PRIOR
APPROVAL OF THE OWNER AND THE ENGINEER SHALL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE.
14. CONTRACTOR'S ACTIVITIES SHALL NOT CONFLICT WITH THE VA OPERATIONS AND
EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE WITH THE
VA POLICE DEPARTMENT.
PROFESSIONAL ENGINEER'S CERTIFICATION
I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS
DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN
THE FIELD, AND THAT EVERY EFFORT HAS BEEN MADE TO FURNISH
COMPLETE AND ACCURATE INFORMATION.
DANIEL J. WITCZAK, P.E. MA #53668
VA SIGNOFF/APPROVAL
AN AUTHORIZED SIGNATURE BELOW INDICATES THE DEPARTMENT OF
VETERANS AFFAIRS APPROVAL.
AUTHORIZED SIGNATURE DATE
PRINTED NAME TITLE
LOCATION MAP
SCALE: 1" = 1,000'
SOURCE: USGS EAST HAMPTON, MA QUAD MAP
LOCATION MAP
N.T.S.
DRAWING INDEX
SHEET
NO. DWG NO. SHEET TITLE
GI001 1 OF 44 COVER SHEET
CS101 2 OF 44 OVERALL EXISTING FEATURES AND DEMOLITION PLAN
CS102 3 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'A'
CS103 4 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'B'
CS104 5 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'C'
CS105 6 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'D'
CS106 7 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'E'
CS107 8 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'F'
CS108 9 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'G'
CS109 10 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'H'
CS110 11 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'I'
CS111 12 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'J'
CS112 13 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'K'
CS113 14 OF 44 EXISTING FEATURES AND DEMOLITION PLAN 'L'
CS114 15 OF 44 OVERALL LAYOUT PLAN
CS115 16 OF 44 LAYOUT PLAN 'A'
CS116 17 OF 44 LAYOUT PLAN 'B'
CS117 18 OF 44 LAYOUT PLAN 'C'
CS118 19 OF 44 LAYOUT PLAN 'D'
CS119 20 OF 44 LAYOUT PLAN 'E'
CS120 21 OF 44 LAYOUT PLAN 'F'
CS121 22 OF 44 LAYOUT PLAN 'G'
CS122 23 OF 44 LAYOUT PLAN 'H'
CS123 24 OF 44 LAYOUT PLAN 'I'
CS124 25 OF 44 LAYOUT PLAN 'J'
CS125 26 OF 44 LAYOUT PLAN 'K'
CS126 27 OF 44 LAYOUT PLAN 'L'
CS127 28 OF 44 OVERALL EROSION & SEDIMENTATION PLAN
CS128 29 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'A'
CS129 30 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'B'
CS130 31 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'C'
CS131 32 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'D'
CS132 33 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'E'
CS133 34 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'F'
CS134 35 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'G'
CS135 36 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'H'
CS136 37 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'I'
CS137 38 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'J'
CS138 39 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'K'
CS139 40 OF 44 EROSION AND SEDIMENTATION CONTROL PLAN 'L'
CS140 41 OF 44 DETAIL SHEET
CS141 42 OF 44 DETAIL SHEET
CS142 43 OF 44 DETAIL SHEET
CS143 44 OF 44 ELECTRICAL PLAN 'A'
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PROJECT LOCATION
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
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REVISED PER 90% SUBMISSION
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REVISED PER VAMC
AutoCAD SHX Text 1/26/18
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GI001
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-006
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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HAYDENVILLE ROAD (MA-9)
NORTH MAIN STREET
(MA-9)
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RIGHT-OF-WAYEASEMENT
NORTHAMPTONDEPARTMENTOFPUBLICWORKSLAYOUTNO.3697
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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
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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'
S
A B C
D E F
G H I
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L
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONRY
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B
31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
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SHED
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GAS
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DMH19
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DMH18
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CB49
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CB48
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-006
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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REVISED PER 90% SUBMISSION
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REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Overall Existing Features And Demolition Plan
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AutoCAD SHX Text Perimeter Fence
AutoCAD SHX Text 100% Review Plans
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CS101
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31A 260A
260A 305B
#T
#5
#41
WETLANDS
(REGULATED)
WETLANDS
(REGULATED)
#40
BUILDING 40
(PIG FARM
TO BE DEMOLISHED,
BY OTHERS)
BUILDING 52
(PIG FARM
TO BE DEMOLISHED,
BY OTHERS)
BUILDING 41
(PIG FARM
TO BE DEMOLISHED,
BY OTHERS)
BUILDING T12
(PIG FARM
TO BE DEMOLISHED,
BY OTHERS)
HAYDENVILLE ROAD (MA-9)
EAST FLORENCE STREET
UNDERGROUND ELEC.
N51° 06' 49"E
157.71'
N37° 04' 38"E
88.00'
N56° 22' 28"E
240.00'
N51° 22' 37"E
72.00'STA: 13+01.93
SEE SHEET CS102
SEE SHEET CS105
S E
E S
H E
E T C
S
S E
E S
H E
E T C
S
NOT PART OF THIS
CONTRACT
NOT PART OF THIS
CONTRACT
NOT PART OF THIS
CONTRACT
NOT PART OF THIS
CONTRACT
REMOVE FENCE
(APPROX 16 LF)
NOT PART OF THIS
CONTRACT
RIGHT-OF-WAY EASEMENT
NORTHAMPTON DEPARTMENT OF
PUBLIC WORKS LAYOUT NO. 3697 WV
∆=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'
27.24'
17' ±
EDGE OF GRAVEL ROAD
N M
AIN ST
VE
TE
RA
NS
W
AY
A
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONR
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B 31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
Know what's below.
before you dig.Call
R
Feet 0 30 60
KEY MAP
1"=1,000'
VERTICAL TEXT INDICATES PROPOSED FEATURES
SLANTED TEXT INDICATES EXISTING FEATURES
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AutoCAD SHX Text Revisions:
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AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
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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
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-006
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
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AutoCAD SHX Text M
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SCALE
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ST
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TU
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
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REVISED PER 90% SUBMISSION
AutoCAD SHX Text
REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Existing Features And Demolition Plan 'A'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Perimeter Fence
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS102
AutoCAD SHX Text
D
S
WV
WV
WV
D
D D
WV
D
E
E
E
S
STST
STOP SIGN
WETLANDS
(REGULATED)
WETLANDS
(REGULATED)
CB117
DMH026
CB111
INV016
DMH027
CB116
INV006INV007
CB084
CB081
INV008
DMH
CB080
CB079
INV009
DMH016
DMH59A
BUILDING 34
(TO BE DEMOLISHED,
BY OTHERS)
BIT
UM PA
VIN
G
UNDERGROUND ELEC.
CONC. SW
GRANITE CURB
CONCRETE SIDEWALK
CONCRETE CURB
FR
ONT H
ILL
ROAD
TRANSFORMER
PADS
CONCRETE PAD AND
STEAM MANHOLE
TRANSFORMER
PAD
DY/4"
WATE
R LI
NE GAS LI
NE WATER QUALITY
STRUCTURE
(STORMCEPTOR)
STORMWATER
CHANNEL
DRAINAGE MH
ELEV: 334.41
SANITARY MH
ELEV: 365.60
CULVERT
WETLANDS
(REGULATED)
ISOLATED VEGETATED WETLAND
NON-JURISDICTIONAL UNDER MA
WETLANDS PROTECTION ACT
ISOLATED VEGETATED WETLAND
NON-JURISDICTIONAL UNDER MA
WETLANDS PROTECTION ACT
STOCK PILES
S45° 40' 13"W260.49'
S2 6°
' 1
6" E
.73
25 26
N51° 22' 37"E
72.00'
N67° 37' 10"E 56.00'
N86° 28' 19"E64.00' S85° 00' 40"E40.00' S78° 16' 52"E24.00'
S84° 41' 04"E160.00'
N65° 53' 13"E 360.00'
SEE SHEET CS103
SEE SHEET CS106
S E
E
S
H E
E T
C
S E
E
S
H E
S E
E
S
H E
S E
E
S
H E
NOT PART OF THIS
CONTRACT
CONC SW
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
C
S
WV
WV
ST
SMH25
SMH26
SMH34
C
C
ST
ST
ST
N61°18'30"E 1481.06'
N81°49'18"E
17' ±
SURVEY MARKER
(BOUNDARY SURVEY
PROVIDED, SURVEY
MARKERS NOT VERIFIED)
N
M
A
I
V
E
T
E
R
A
N
S
W
A
Y
B
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONRY
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B
31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
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100' CITY OF NORTHAMPTON
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100' CITY OF NORTHAMPTON
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100' CITY OF NORTHAMPTON
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100' CITY OF NORTHAMPTON
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GAS
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MET
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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
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AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
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AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
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 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"
AutoCAD SHX Text
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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
AutoCAD SHX Text
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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
DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-006
AutoCAD SHX Text
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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
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AutoCAD SHX Text D
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
AutoCAD SHX Text 50'
AutoCAD SHX Text
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SCALE
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text
ST
AutoCAD SHX Text
TU
AutoCAD SHX Text
REVISED PER 35% SUBMISSION
AutoCAD SHX Text
REVISED PER 65% SUBMISSION
AutoCAD SHX Text
REVISED PER 90% SUBMISSION
AutoCAD SHX Text
REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Existing Features And Demolition Plan 'B'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Perimeter Fence
AutoCAD SHX Text 100% Review Plans
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CS103
AutoCAD SHX Text
S
E
D D
S
S
E
WV
E
S S
S
S
S
S
E
WV
WV
E
S S
S
S
W V
E
ONEWAY SIGN
YIELD/ DO NOT
ENTER SIGN
STOP SIGN
E
X
CB080
CB079
INV009
DMH016
DMH59A
CB067
CB066
INV003
CB063
CB064
W
A
E
A
C
#22
BUILDING 63
(GREENHOUSE
TO BE DEMOLISHED,
TRANSFORMER
PAD
S
BOLLARDS (2)
BOLLARDS (3)
BOLLARDS (2)
BOLLARDS (7)
HEADWALL 6" TERRACOTTA PIPE
CONCRETE SIDEWALK
CONCRETE CURB
WATER QUALITY
STRUCTURE
(STORMCEPTOR)
BOLLARDS (4)
FRONT HILL ROAD
162.3'[49.5m]
123.3'
[37.6m]
N81° 50' 46"E 158.00'
S60° 09' 14"E
528.00'
S1 6°
' 1
9" E
6.0
0'
STA: 28+88.28
SEE SHEET CS104
SEE SHEET CS107
S E
E
S
H E
S E
E
S
H E
REMOVE FENCE
(APPROX 26 LF)
D
C
CONC SW
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
C
E
E C
E E
E
C
S
S
W V
W V
PIPE
VENT
S
WV
WV
S
WV
W V
MH
PIPEVENT
W V
S
WV
W V
S
ST
MH
ST
BURIED
(GRAVEL)
MANHOLEEXHAUST
SMH
S
SMH64
E
SMH62
SMH63
SMH19
SMH39
SMH35
SMH
SMH38
SMH37
SMH18
SMH15
SMH16
SMH17
SMH25
C
C
ST
N81°49'18"E 690.00'
S60°10'42"E 670.00'
SURVEY MARKER
(BOUNDARY SURVEY
PROVIDED, SURVEY
V
E
T
E
R
A
N
S
W
A
Y
C
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONR
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B
31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
VERTICAL TEXT INDICATES PROPOSED FEATURES
SLANTED TEXT INDICATES EXISTING FEATURES
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
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AutoCAD SHX Text D
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EBOX
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
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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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
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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
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
AutoCAD SHX Text
AutoCAD SHX Text 631-17-006
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
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AutoCAD SHX Text E
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SCALE
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
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ST
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TU
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
AutoCAD SHX Text
REVISED PER 90% SUBMISSION
AutoCAD SHX Text
REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Existing Features And Demolition Plan 'C'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Perimeter Fence
AutoCAD SHX Text 100% Review Plans
AutoCAD SHX Text
AutoCAD SHX Text
CS104
AutoCAD SHX Text
C
B
B
A
A
B
A
A
A
B
A
B
E
CONC. W
AL
K
WETLANDS
(REGULATED)
WETLANDS
DMH018
INV010
DMH
NO WEAPONS
SIGN
FRONT HILL ROAD
BOLLARD
NORTH MAIN STREET
(MA-9)
CB
CB
INV
INV
INV
S78° 05' 08"W 32.00'
N73° 31' 46"W32.00'
N48° 23' 30"W
160.00'
N43° 10' 42"W
160.00'
N3 0°
' 5
5" W
2.5
7'
N51° 06' 49"E
157.71'
S2 0°
' 30
"W
8.0 0'
S22 ° 1
5' 0 1"W
.00
SEE SHEET CS105
SEE SHEET CS108
SEE SHEET CS102
SEE SHEET CS105
S E
E
S
H E
S E
E
S
H E
BITUM PAVING
GV
GV
D
N52 °4
3'3 2"W
5.8
5'
V
E
T
E
R
A
N
S
W
A
Y
D
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONRY
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B
31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
VERTICAL TEXT INDICATES PROPOSED FEATURES
SLANTED TEXT INDICATES EXISTING FEATURES
AutoCAD SHX Text 100'
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AutoCAD SHX Text 100.23'
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EBOX
AutoCAD SHX Text
EBOX
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EBOX
AutoCAD SHX Text
EBOX
AutoCAD SHX Text
TBOX
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
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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
AutoCAD SHX Text
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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
AutoCAD SHX Text
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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 Office of Construction and Facilities Management
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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