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VICINITY MAP
INDEX OF DRAWINGS
SOLICITATION NO.:
CONTRACT NO.:
USACE NEW ENGLAND DISTRICT
UPPER AFRL FACILITY DEMOLITION
BUILDINGS 1138, 1139, 1140, 1141, AND 1142
HANSCOM AIR FORCE BASE, MASSACHUSETTS
W912WJ-19-B-0003
Distribution Airbus DS © 201
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS © 2018 HERE
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PROJECT LOCATION
HANSCOM AFB
D6
REGIONAL MAP
SCALE: 1"=1mi
20' 40'0
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D6
PROJECT VICINITY MAP
SCALE: 1"=1mi
2000' 4000'0
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D6
HANSCOM AFB MAP
SCALE: 1"=2000'
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PROJECT LOCATION MAP
SCALE: 1"=400'
PROJECT
LOCATION
HANSCOM AFB
PROJECT
LOCATION
EXISTING FACILITY
DEMOLITION AREA
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400' 800'0
1mi 2mi0
HV1313
176.42
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W/L ELEV.
210.8
W/L ELEV.
210.8
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210.8
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210.8
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210.8
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210.8
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WOODEN GUARD RAIL
2.0'
WOODEN GUARD RAIL
2.0'
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3.0'
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A1
ACCESS AND SAFETY PLAN
SCALE: 1"=200'
N
400'0 200'
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1. SEE GENERAL NOTES ON C-001.
2. SEE CIVIL LEGEND ON SHEET C-002.
3. SEE ACCESS AND STAGING NOTES GC003.
4. DESIGNATED AREA FOR CONSTRUCTION TRAILER WILL BE LOCATED IN SATELLITE
PARKING.
5. CONTRACTOR SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN
LIMITS OF STAGING AREA OR WORK LIMITS AS INDICATED ON THE DRAWINGS,
AND RESTORE AREA TO PRE-CONSTRUCTION CONDITIONS.
GENERAL NOTES
TO MAIN GATE VIA
MARKET ST. AND
OLD BEDFORD RD.
EXISTING FACILITY
DEMOLITION
SATELLITE
PARKING
PROJECT LOCATION
LEGEND
HAUL ROUTE
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GC003
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C H
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S I G
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B
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SHEET ID
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US Army Corps of Engineers
U S
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EXCAVATION AND TRENCH NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION,
TRENCHING, AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH
LOCAL REGULATIONS AND EM 385-1-1 REGULATIONS FOR CONSTRUCTION.
2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE
PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS
ACCEPTABLE TO THE CONTRACTING OFFICER.
3. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE
REQUIRED. COORDINATE WITH BASE ENVIRONMENTAL OFFICE FOR APPROVAL
OF DEWATERING PLAN AND PROCEDURES.
1. PRIOR TO DEMOLITION, CONTRACTOR SHALL CORDON OFF THE DEMOLITION
WORK AREA AND ASSOCIATED ROADWAYS BY USING BARRICADES APPROVED BY
THE CONTRACTING OFFICER.
2. ALL EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,
INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.
3. EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM
WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT-TO-REMAIN.
5. CONTRACTOR SHALL PROVIDE A MINIMUM 21 DAY NOTICE TO HANSCOM AFB AND
THE CONTRACTING OFFICER PRIOR TO ANY REQUESTED ROAD CLOSURE. THE 21
DAY ADVANCE NOTICE DOES NOT MEAN THE REQUEST WILL BE AUTOMATICALLY
APPROVED. THE 21 DAYS PROVIDES NECESSARY TIME FOR HANSCOM BASE CE
TO COORDINATE AND VERIFY IF CLOSURE IS ACCEPTABLE. CONTRACTOR SHALL
WORK WITH THE BASE CE AND CONTRACTING OFFICER TO FINALIZE DATES IF THE
BASE HAS CONFLICTS WITH OTHER ACTIVITIES.
6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE
CONTRACTOR SHALL REQUEST THE CONTRACTING OFFICER TO SCHEDULE AN
INSPECTION. NO ROADWAY SHALL BE RE-OPENED UNTIL THE CONTRACTING
OFFICER HAS COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF
ACTIVE AREAS.
7. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION
EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND
PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE
CONTRACTING OFFICER. CONTRACTOR SHALL DOCUMENT THE CONDITION OF
THE HAUL ROUTE PRIOR TO STARTING WORK.
TRAFFIC CONTROL NOTES
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL
APPLICABLE PERMITS, FEES AND LICENSES FOR DEMOLITION AND EQUIPMENT.
2. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE
PROJECT AND REMEDY ANY SAFETY CONCERNS IMMEDIATELY.
3. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY
TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING OFFICER
AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS
NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE
CONTRACTING OFFICER.
4. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY
GOVERNMENT-OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.
5. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM
CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE
PROJECT LIMITS.
6. GASOLINE, DIESEL FUEL, OIL, AND UNKNOWN OR UNANTICIPATED HAZARDOUS
WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE
PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL
REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT
PROPERTY.
7. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY FIRE
HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE
CONTRACTOR SHALL PROVIDE A MINIMUM ADVANCE NOTICE OF 14 WORKING
DAYS TO THE LOCAL FIRE AUTHORITY AND ALL OTHER EMERGENCY SERVICES.
8. FAILURE TO COMPLY WITH SAFETY REQUIREMENTS SHALL RESULT IN THE
SUSPENSION OF DEMOLITION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE
ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING
OFFICER.
9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR
BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA
AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF
THE PROJECT.
10. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR TO
LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY CONCERNS IMMEDIATELY.
OTHER SAFETY REQUIREMENTS
1. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS
MOVEMENT BY WIND AND WATER FORCES.
2. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR
ARMS LOWERED TO THEIR LOWEST ELEVATION.
EQUIPMENT AND STOCKPILE HEIGHT
1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,
EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON SHEET GC002 AND ARE
SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH
THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.
ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE
DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON
OPERATIONAL REQUIREMENTS OF THE BASE.
2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND
HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS
TO ALL PROJECT AREAS, AND EXISTING ROADWAYS AT ALL TIMES WITHOUT
DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
3. IF ANY EMERGENCY ROUTES REQUIRE LANE CLOSURE DUE TO CONSTRUCTION
ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, POLICE,
LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE
CLOSURE 21 DAYS IN ADVANCE.
4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM
DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.
5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE
CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE
CONTRACTING OFFICER.
6. TEMPORARY CONSTRUCTION FENCING SHALL BE PROVIDED BY THE
CONTRACTOR AND THE CONTRACTOR SHALL COORDINATE REQUIRED
RELOCATION OF FENCE DURING CONSTRUCTION WITH THE CONTRACTING
OFFICER.
7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE
AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING
SHALL BE WITHIN THE LIMITS OF WORK SHOWN ON SHEET CD101 AND IS SUBJECT
TO THE APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT
ALTERNATIVES TO THE STAGING AREA LOCATION AS SHOWN. CONTRACTOR'S
STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING
OFFICER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE
BASE.
8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT
AND VEHICLES SHALL BE PARKED WITHIN THE LIMITS OF WORK.
9. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A
PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER
APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES TO
THE CONSTRUCTION SITE. THE SIGN SHALL READ “CONSTRUCTION VEHICLES
ONLY - NO VENDORS ALLOWED.”
10. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE
CONTRACTING OFFICER REGARDING CONSTRUCTION DELIVERIES PRIOR TO
THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY 0700 TO
1700.
11. ALL DELIVERY AND CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO
SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY EXPERIENCE
DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID PHOTO
IDENTIFICATION PER BASE SECURITY REQUIREMENTS, AND ALL VEHICLES MUST
HAVE CURRENT AND VALID REGISTRATION AND INSURANCE. REGISTERED WORK
VISA HOLDERS ARE AUTHORIZED TO PERFORM WORK WITHIN A FEDERAL
INSTALLATION AREA. SECURITY FORCES WILL REQUIRE A MINIMUM OF 5 WORKING
DAYS TO VET AN INDIVIDUAL WITH A WORK VISA.
12. ALL DELIVERY AND CONTRACTOR VEHICLES AND PERSONNEL SHALL BE
RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICE IN
OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING
SECURE AREAS.
13. ACCESS POINTS, HAUL ROUTES, WORK LIMITS, AND ANY OTHER AREAS
DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL
CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.
14. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH THAT
UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO
THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL
TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL
ROAD LOCATIONS SHALL BE AS INDICATED ON THE DRAWINGS AND APPROVED BY
THE CONTRACTING OFFICER. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN
ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC FROM CONTRACTOR'S
EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS SHALL
BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED
METHODS DURING WORKING HOURS.
ACCESS AND STAGING NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT
COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING
OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL
BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.
COORDINATION AND
COMMUNICATION NOTES
1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL
RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED
CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP
IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM
PRODUCTS SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO WATER
BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED ACCORDING
TO THE MANUFACTURER RECOMMENDATIONS. NOTIFY BASE ENVIRONMENTAL
OFFICE OF SPILLS OF ANY PETROLEUM PRODUCTS.
PETROLEUM PRODUCTS
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH
STATE AND LOCAL AUTHORITIES AND BASE ENVIRONMENTAL OFFICE AND
SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT CONTROL,
AND STORMWATER POLLUTION PREVENTION.
2. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL
ROUTES, AND ANY MATERIAL STOCKPILES TO CONTROL EROSION AND STORM
WATER RUNOFF. SEE SHEET C-500 THRU C-501 FOR EROSION AND SEDIMENT
CONTROL REQUIREMENTS.
3. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY
DEMOLITION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE OPERATIONS. THE
CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY
HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.
EROSION AND SEDIMENTATION CONTROL
NOTES
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
R T
A
A N
S I
D
S C
A L E
H A
N S
C O
M
A
R
S
E
M
A S
S A
C H
U S
E T
T S
U P
P E
R
A
F R
L
F
A C
I L I T
Y
D
E M
O L I T
I O
N
B U
I L D
I N
A
W W
J B
W W
J C
M I T
L L
M A
R C
H
V-112
V-113
V-114
V-115
K
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
V-001
S
C H
R A
E D
T
E
S
U R
V E
Y
G
E N
E R
A L
N
O T
G E
TBM
TBM A
TBM B
266.14
258.21
213.39
200.43
181.24
191.57
177.82
X-CUT ON HYDRANT BOLT
V-112
V-114
ELEVATION DESCRIPTION SEE SHEET
41' SOUTH WEST OF BUILDING #1142
118' SOUTH WEST OF BUILDING #1138
57' NORTH OF NORTHWEST CORNER OF PARKING GARAGE
82' SOUTH WEST OF BUILDING #1302J
NORTH SIDE OF SCHILLING CIRCLE, 83' SOUTHEAST OF BUILDING #1305
68' SOUTH EAST OF BUILDING #1303
NORTH SIDE OF HARTWELL AVENUE
TBM C
TBM D
TBM E
TBM F
TBM G
X-CUT ON HYDRANT BOLT
X-CUT ON HYDRANT BOLT
X-CUT ON HYDRANT BOLT
X-CUT ON HYDRANT BOLT
X-CUT ON HYDRANT BOLT
X-CUT ON HYDRANT BOLT
NORTHING EASTING
2992362.56 718438.08
2992533.88 718430.20
2993063.32 718597.35
2993240.40 719438.38
2993144.30 717830.93
2991352.26 718495.92
2991049.52 718430.59
1. HORIZONTAL BEARINGS REFER TO MASSACHUSETTS STATE PLANE COORDINATE
SYSTEM (NAD83) AND THE VERTICAL DATUM REFERS TO THE NORTH AMERICAN
VERTICAL DATUM 0F 1988 (NAVD88).
HORIZONTAL BEARINGS AND VERTICAL DATUM WERE ESTABLISHED FROM RTK
GPS OBSERVATIONS.
2. THE SURVEY WAS PERFORMED BY NITSCH ENGINEERING IN NOVEMBER 2017.
3. THE ENTIRE SITE IS WITHIN THE AREA DESIGNATED ZONE X (UNSHADED) WHICH IS
DEFINED AS AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER
25017C0384F, HAVING A MAP REVISED DATE OF JULY 6, 2016.
SITE SURVEY NOTES
UTILITY INFORMATION STATEMENT
1. THE LOCATIONS OF UNDERGROUND PIPES, CONDUITS, AND STRUCTURES ARE
APPROXIMATE ONLY. COMPILED LOCATIONS OF ANY UNDERGROUND
STRUCTURES, NOT VISIBLY OBSERVED AND LOCATED, CAN VARY FROM THEIR
ACTUAL LOCATIONS.
2. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED.
3. THE PROPER UTILITY ENGINEERING/COMPANY SHOULD BE CONSULTED AND THE
ACTUAL LOCATIONS OF SUBSURFACE STRUCTURES SHOULD BE VERIFIED IN THE
FIELD (V.I.F.). CONTACT THE DIG SAFE CALL CENTER AT 1-888-344-7233,
SEVENTY-TWO HOURS PRIOR TO EXCAVATION, BLASTING, GRADING, AND/OR
PAVING. HAFB AF103 WORK CLEARANCE REQUEST IS ALSO REQUIRED TO BE
APPROVED PRIOR TO GROUND DISTURBANCE ACTIVITIES.
LEGEND
UNDERGROUND STEAM LINE
UNDERGROUND DRAIN LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND GAS LINE
UNDERGROUND SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
TOP OF WALL ELEVATION
S
T
STEAM
D
TOP OF WATER ELEVATION EQUALS
FIRE ALARM CALL BOX
SIGN POST
CONCRETE POST
SLOPED GRANITE CURB
VERTICAL GRANITE CURB
METAL POST
DECIDUOUS TREE WITH TRUNK DIAMETER
CONIFEROUS TREE WITH TRUNK DIAMETER
SPOT ELEVATION
CHAIN LINK FENCE
HANDICAP PARKING
WHEELCHAIR RAMP
NO PIPES VISIBLE
LANDSCAPE TIMBER
VERTICAL CONCRETE CURB
RIM ELEVATION EQUALS
INVERT ELEVATION EQUALS
TOP OF HOOD ELEVATION EQUALS
LST
TOW=
R=
I=
TH=
NPV
SGC
VGC
CLF
WCR
VCC
12"
12"
180.80
LIGHT BOLLARD
FIRE HYDRANT
DOWN SPOUT
UTILITY POLE
LIGHT POLE
OVERHEAD WIRES
OHW
HAND HOLE
BITUMINOUS CONCRETE BERMBB
MONITORING WELL
UTILITY POLE WITH CONDUIT LINE TO GROUND
BENCH MARK
E
G
W
STEAM MANHOLE
GAS SHUT-OFF
WATER SHUT-OFF
WATER MANHOLE
GAS GATE
CATCH BASIN
DRAIN MANHOLE
ELECTRIC MANHOLE
SEWER MANHOLE
TELEPHONE MANHOLE
MISCELLANEOUS MANHOLE
WATER GATE
IRRIGATION CONTROL VALVE
CLEANOUT
180.80
UNABLE TO OPENUTO
DETECTABLE WARNING PANELDWP
FLARED END SECTIONFES
SIAMESE SPRINKLER HEAD
STAND PIPE
RISER
CONCRETECONC
VITRIFIED CLAY PIPEVCP
BOTTOM OF STRUCTURE ELEVATION EQUALSBOT=
MW
CAST IRON PIPECIP
CORRUGATED METAL PIPECMP
POLYVINYL CHLORIDE PIPEPVC
CORRUGATED PLASTIC PIPECPP
REINFORCED CONCRETE PIPERCP
ELECTRIC METER
FLAG POLE
MISCELLANEOUS PIPEMISC
RECORD PIPE SIZE AND TYPEREC
BENCHMARK INFORMATION
FP
EM
RIS
STPI
SIA
CLEANOUT
ICV
WG
GG
GSO
WSO
HH
DS
LB
MP
CP
S
FACB
B
L
D
G
B
L
D
G
B
L
D
G
B
L
D
G
BLDG. 1139
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
T
R
A
N
L
L
E
N
T
R
A
N
L
L
S
T
E
U
C
O
N
C
S
T
E
C
O
N
C
S
T
E
C
O
N
C
S
T
E
C
O
N
C
S
T
E
C
O
N
C
C
O
N
C
R
E
T
E
L
A
N
D
I N
G
A
E
P
S
CONCRETE PAD
W/ TANK
CONCRETE STEP
CONCRETE PAD
W/ ELECTRIC BOX
C
O
N
C
R
E
E
P
CONCRETE PAD
C
O
N
C
R
E
D
T
R
A
I L
E
R
BOULDER
BOULDER
JERSEY BARRIER
G
U
A
I L
M
E
T
B
L
E
B
O
U
L D
E
R
V
C
C
V
G
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V
C
C
V C
C
V
G
C
C
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N
C
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L
L
A
S
P
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A
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A
S
P
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A
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B
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D
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G
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V
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H
A
N
G
C
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N
C
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L
L
C
O
N
C
R
E
L
L
M
E
T
N
D
R
A
I
G R A S S
G R A S S
N
C
N
T
R
A
N
L
L
VAULT
VAULT
S
P
H
A
T
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
A
S
P
H
A
L
T
STONE WALL
C
O
N
C
R
E
D
G R A S S
CONCRETE WALL
WITH HAND RAIL
W
I N
D
L
L
CONCRETE PAD
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
CONCRETE PAD
S
T
E
S
T
E
E
L
E
N
T
R
A
N
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
L
L
G R A S S
DIRT
DIRT
O
N
C
E
T
A
L
O
N
C
E
T
A
L
W O O D S
W O O D S
W O O D S
W O O D S
M
P
C
A
B
12"D (CMP)
C
A
B
D
A
B
C
A
B
C
P
A
B
C
D
2"W (CONC.)
6"S (VCP)
8"S (VCP)
8"S (VCP)
A
B
C
V
C
C
TOP OF CONC.
STEAM TUNNEL
AT EXISTING GRADE
TOP OF CONC.
STEAM TUNNEL
AT EXISTING GRADE
TOP OF CONC.
STEAM TUNNEL
AT EXISTING GRADE
TOP OF CONC.
STEAM TUNNEL
AT EXISTING GRADE
TOP OF CONC.
STEAM TUNNEL
AT EXISTING GRADE
M
E
T
O
R
A
G
E
C
O
N
T
A
I N
E
O
Y
N
C
R
E
I L
D
I N
O
N
C
R
E
I L
D
I N
O
N
C
R
E
I L
D
I N
G
S C
O T
T D
R
IV
E
M
E
T
N
D
R
A
I L
R=255.70
A I=247.1
B I=247.3
268 7.
269 2.
269 4.
268 0.
268 6.
268 6.
268 5.
268.
268 3.
18" 15" OAK
268 3.
266 9.
265 9.
267 5.
G
A
T
E
R=264.44
ACID
R=264.40
ACID
G
M
R=264.88
R=264.87
VENT
VENT
VENT
T
W
T
W
.2
G
MB
B
WG
WG
R=264.43
A I=259.2
B I=258.8
C I=256.7
T
W
T
W
F
A
F
A
265 0.
R
I S
.2
VENT
VENT
R=263.69
R=264.25
A I=257.8
B I=257.8
C I=258.8
D I=257.7
V
E
N
T
R=264.46
R=264.45
263 2.
W
G
TBM F
D
S
R=256.30
I=252.3
18" OAK
10" OAK
258 9.
R
257 4.
MW
258 8.
260 1.
259 7.
257 9.
258 4.
259 4.
260 6.
262 8.
262 0.
261 0.
261 7.
263 0.
263 9.
264 1.
266 5.
265 3.
264 5.
.2
258 8.
258 9.
R=257.96
V
E
N
T
V
E
N
T
V
E
N
T
R
258 8.
258 8.
257 3.
WG
WG
R=255.86
A I=248.4
B I=249.1
C I=248.1
D I=248.1
R=256.22
A I=251.2
B I=251.2
C I=251.1
S
R=255.80
A I=250.6
B I=250.6
C I=250.5
256 9.
256 5.
256 6.
267 4.
266 3.
265 7.
R=266.68
R=266.57
266 6.
267 7.
268 5.
S
15"X3 OAK
268 85 TW.
268 0.
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
O
N
C
O
N
C
O
N
C
O
N
C
O
N
C
"W
(C O
N C
E
T
A
L
E
T
A
L
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T
A
L
E
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A
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A
L
O
N
C
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
C
H
W
R
C
H
W
S
S
T
S
T
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
C
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W
R
C
H
W
S
C
H
W
S
C
H
W
R
9 2
M
P
M
P
M
P
M
P
D
D
D
C
P
M
P
M
P
C
P
C
P
C
P
C
P
S
S
S
C
I
P
C
P
C
P
C
P
C
P
S
T
S
T
S
T
S
T
S
T
S
T
T
T
T
T
T
T
T
T
T
T
T
B
U
I L
D
I
B
U
I L
D
I
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
C
H
W
S
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
R T
A
A N
S I
D
S C
A L E
H A
N S
C O
M
A
R
S
E
M
A S
S A
C H
U S
E T
T S
U P
P E
R
A
F R
L
F
A C
I L I T
Y
D
E M
O L I T
I O
N
B U
I L D
I N
A
W W
J B
W W
J C
M I T
L L
M A
R C
H
N
20' 40'0
K
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
V-112
S
C H
R A
E D
T
E
S
U R
V
V-112 V-113
V-114 V-115
SHEET KEY
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
E
N
T
R
A
N
L
L
R
A
M
P
C
O
N
C
R
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M
P
C
O
N
C
R
E
E
P
C
O
N
C
R
E
E
P
C
O
N
C
R
E
D
W
I
I T
CONCRETE PAD
C
O
N
C
R
E
E
P
C
O
N
C
R
E
D
C
O
N
C
R
E
D
W
I
I T
C
O
N
C
R
E
D
C
O
N
C
R
E
D
W
T
A
N
K
BOULDER
BOULDER
E
N
C
N
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
D
W
I
I T
G R A S S
G R A S S
STONE WALL
C
O
N
C
R
E
T
E
V
G
C
E
N
T
R
A
N
L
L
DIRT
DIRT
PLANTER
W O O D S
W O O D S
W O O D S
W O O D S
W O O D S
D
B
A
C
M
P
M
P
M
P
I P
A
C
B
W G
B
A
S
B
E
S
T
O
S
C
O
N
C
S
B
E
S
T
N
C
B
D
A
C
S
C
I
P
TOP OF CONC.
STEAM TUNNEL
AT EXISTING GRADE
W
O
O
D
Z
E
B
O
N
C
S
L
A
B
M
E
T
E
O
N
C
R
E
I L
D
I N
O
N
C
R
E
I L
D
I N
O
N
C
R
E
I L
D
I N
G
C
O
N
C
R
E
D
W
I
D
T
R
A
N
S
F
O
R
M
E
R
DIRT
R=269.35
R=269.38
268 8.
E
L
E
C
T
R
S
268 9.
R
D
I A
15"X2 OAK
R=269.84
A I=262.9
B I=262.2
C I=262.1
R=268.15
I=262.4
15" OAK
18" OAK
18"
15" OAK
268 1.
15" MAPLE
12"X3 OAK
R
I S
MULTY TRUNK
MAPLE
12" MAPLE
12" MAPLE
MULTY TRUNK
MAPLE
B
B
18" OAK
R
MW
266 1.
265 3.
265 8.
265 4.
266 8.
R
I S
R
S
267 1.
18"X3 OAK
266 5.
267 3.
R=265.87
R=262.83
264 2.
267 4.
267 2.
266 7.
266 4.
266 7.
266 8.
R=266.65
R=261.09
NPV
TPW=259.1
BOT=254.9
260 8.
260 3.
260 7.
261 5.
262 5.
263 3.
264 5.
264 0.
267 2.
267 8.
V
E
N
T
V
E
N
T
V
E
N
T
268 0.
2.
V
E
N
T
R
R=268.49
I=265.0
R
I
R
I S
R=268.59
I=261.4
R
I S
R=268.32
A I=263.8
B I=463.9
C I=263.9
D I=260.5
G
A
T
E
R=268.94
A I=260.9
B I=260.9
C I=261.0
D I=260.9
WG
R=268.23
I=264.8
S
I A
G
M
F
A
270 49.
R=270.38
I=266.8
WG
WG
F
A
R=268.02
A I=261.8
B I=261.7
268 3.
267 2.
R=267.24
I=265.1
267 8.
268 3.
269 2.
269 8.
269 4.
271 04 TW.
270 65 TW.
270 85 TW.
271 3.
271 7.
271 1.
8" MAPLE
8" STUMP
10" MAPLE
24" X2 OAK
268 4.
MW
270 8.
S
20" OAK
18" OAK
12" OAK
18" OAK
15"X3 OAK
268 5.
85 TW
269 34 TW.
269 48 TW.
268 6.
269 4.
268 5.
268 3.
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
O
N
C
E
T
A
L
O
N
C
O
N
C
O
N
C
E
T
A
L
E
T
A
L
E
T
A
L
E
T
A
L
S
T
S
T
S
T
S
T
S
T S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
S
T S
T
S
T
S
T
C
P
V C
M
P
M
P
M P
I P
S
I P
I
P
I P
I P
8"S (CIP)
8"S (CIP)
S
T
T
T
T
T
T
C
H
W
S
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
C
H
W
R
C
H
W
S
C
H
W
R
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
R T
A
A N
S I
D
S C
A L E
H A
N S
C O
M
A
R
S
E
M
A S
S A
C H
U S
E T
T S
U P
P E
R
A
F R
L
F
A C
I L I T
Y
D
E M
O L I T
I O
N
B U
I L D
I N
A
W W
J B
W W
J C
M I T
L L
M A
R C
H
N
20' 40'0
K
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
V-113
S
C H
R A
E D
T
E
S
U R
V
E
C
O
N
C
S
T
E
C
O
N
C
S
T
E
C
O
N
C
M
E
T
N
D
R
A
O
D
E
E
N
T
R
A
N
L
L
C
O
N
C
R
E
D
T
R
A
I L
E
R
T
R
A
I L
E
R
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
B
R
I
L
L
B
O
D
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
C
O
N
C
R
E
T
G R A S S
G R A S S
G R A S S
G R A S S
G R A S S
G R A S S
G R A S S
C
O
N
C
R
E
L
L
W
I
I L
C
O
N
C
R
E
D
V
G
C
V
G
C
W
I N
D
L
L
G R A S S
G
U
A
I L
M
E
T
B
L
E
E
T
A
L
W O O D S
A
S
P
H
A
L
T
B
C
A
M
P
M
P
C
P
B
C
A
M
P
C
P
D
A
B
A
B
D
C
B
A
12"D
A
C
D
B
A
A
B
M
P
A
B
12"D (VCP)
O H
O
N
C
R
E
I L
D
I N
G
S C
O T
T
D R
IV
E
R=257.28
A I=253.5
B I=253.0
R=254.76
A I=251.8
B I=250.5
R=255.02
I=249.8
SUMP=248.9
R=255.39
A I=251.0
B NPV
R=255.59
A I=250.4
B I=250.3
C NPV
D I=250.2
POST
R=257.32
I=253.9
WG
TBM G
256 2.
R=255.28
I=250.98
255 3.
POST
256 1.
256 4.
POST
255 9.
255 8.
256 0.
256 1.
255 9.
257 1.
257 6.
258 2.
255 9.
255 9.
256 1.
259 1.
259 9.
256 7.
R=255.88
A NPV
B I=252.2
R=256.41
A I=252.0
B I=252.0
C I=251.6
D NPV
267 1.
267 0.
266 1.
264 9.
264 8.
265 4.
264 9.
264 3.
264 5.
263 9.
264 0.
263 2.
263 3.
263 4.
262 9.
261 4.
262 1.
261 8.
262 3.
261 2.
260 9.
257 4.
257 7.
258 1.
258 3.
258 3.
260 2.
260 6.
260 9.
259 3.
258 7.
258 4.
257 3.
257 6.
257 9.
R=257.33
A I=252.93
B NPV
256 4.
257 8.
259 0.
260 8.
24" OAK
18" OAK
258 7.
18" OAK
24" OAK
15" OAK
8"X2 OAK
15" OAK
12" MAPLE
12" 8" MAPLE
15" OAK
10" OAK
8" MAPLE
12" OAK
12" OAK
15" OAK
12" OAK
257 0.
8" OAK
18" 15" OAK
6" MAPLE
15" OAK
12" OAK
12" OAK
R=256.34
I=253.0
T
W
T
W
268 1.
267 6.
267 8.
.2
264 1.
265 3.
265.
265 8.
264 2.
264 5.
263 2.
261 6.
263 0.
262 0.
265 6.
265 9.
267 1.
263 2.
263 3.
264 6.
262 1.
262 0.
260 4.
259 6.
258 8.
258 2.
260 7.
261 2.
258 8.
258 6.
R=257.90
I=252.4
24" OAK
12" 8 OAK
12" OAK
258 3.
15" OAK
15" OAK
8" OAK
8" OAK
12" OAK
15" OAK
12" PINE
8" OAK
8" OAK
18" 10 OAK
12" OAK
24" STUMP
12" OAK
8"x2 OAK
12" OAK
15" STUMP
8" OAK
18" PINE
10" OAK
12" MAPLE
12" OAK
15" OAK
12" OAK
8" OAK
10" OAK
24" OAK
12" OAK
10" OAK
15" 10" OAK
12" PINE
262 8.
260 5.
259 2.
257 3.
255 7.
256 7.
255 1.
R=255.11
A I=250.5
B NPV
C I=250.6
D I=251.5
255 4.
256 0.
257 7.
258 2.
258 8.
257 3.
258 2.
259 0.
260 1.
261 1.
260 3.
261 4.
262 2.
263 6.
264 6.
264 3.
265 8.
267 0.
265 7.
265 0.
268 1.
268 1.
267 4.
264 2.
264 4.
263 6.
263 3.
262 7.
262 3.
268 5.
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
A
L
E
T
A
L
E
T
A
L
E
T
A
L
E
T
A
L
E
T
A
L
E
M
P
M
P
M
P
M
P
M
P
C
P
D
V C
V C
V
C
M
P
M
P
M
P
M
P
D
D
D
C
P
M
P
M
P
V
C
12"D
V C
P
O
H
W
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
R T
A
A N
S I
D
S C
A L E
H A
N S
C O
M
A
R
S
E
M
A S
S A
C H
U S
E T
T S
U P
P E
R
A
F R
L
F
A C
I L I T
Y
D
E M
O L I T
I O
N
B U
I L D
I N
A
W W
J B
W W
J C
M I T
L L
M A
R C
H
N
20' 40'0
K
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
V-114
S
C H
R A
E D
T
E
S
U R
V
E
C
O
N
C
M
E
T
N
D
R
A
I L
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V
G
C
V G
C
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
S
T
O
L
G R A S S
G R A S S
G R A S S
G R A S S
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
G R A S S
G R A S S
G R A S S
C
O
N
C
R
E
E
P
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
E
N
T
R
A
N
L
L
GAZEBO / WOOD
S
T
O
N
E
A
S
P
H
A
L
T
TIMBER
(BOTH SIDE)
V
G
C
E
T
A
L
METAL HANDRAIL
W O O D S
W O O D S
W O O D S
A
B
C
A
B
A
B
V
C
R=267.12
A I=260.0
B I=260.1
C I=259.8
269 77.
270 39.
S
INV=266.2
INV=265.8
S
S
S
270 7.
18" OAK
15" OAK
267 7.
269 4.
268 8.
268 18 TW
58 TW
267 3.
268 2.
267 9.
270 9.
268 56 TW
37 TW
270 2.
0.
266 9.
269 4.
15"X3 10" OAK
270 49.
271 2.
270 8.
268 7.
8" MAPLE
267 5.
267 0.
268 3.
271 2.
271 2.
266 6.
267 9.
6" MAPLE
267 0.
S
R=270.98
I=267.4
271 6.
271 4.
272 5.
272 7.
274 0.
272 8.
270 0.
270 3.
270 4.
270 2.
271 6.
269 6.
268 5.
270 5.
269 1.
270 5.
269 2.
268 6.
269 0.
267 7.
266 6.
267 8.
267 2.
268 0.
267 9.
266 6.
266 9.
265 7.
0.
265 6.
268 5.
268 9.
268 5.
12" OAK
18" OAK
15" OAK
12" OAK
6" OAK
8" OAK
275 02.
15" OAK
12" X2 OAK
6" OAK
8" OAK
12" 10" OAK
15" OAK
274 4.
273 8.
273 2.
272 8.
272 3.
15" OAK
15" OAK
271 7.
271 9.
272 5.
271 1.
270 7.
270 1.
270 1.
R=268.71
A I=264.9
B I=264.8
269 2.
268 9.
269 4.
270 2.
270 4.
269 7.
269 2.
269 5.
269 8.
269 6.
269 7.
270 2.
270 6.
270 7.
8" MAPLE
270 2.
269 4.
269 9.
271 04 TW.
R=269.54
269 5.
10" 6" 4" MAPLE
269 6.
269 8.
270 1.
270 2.
270 3.
R=271.12
A I=266.5
B I=266.1
C I=265.1
R=265.80
A I=263.7
B I=262.8
D
E
E
E
E
E
E
E
E
E
O
N
C
O
N
C
O
N
C
O
N
C
O
N
C
C
P
C
P
C
P
C
P
V C
V C
V
C
V
C
M
P
T
T
T
T
T
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
R T
A
A N
S I
D
S C
A L E
H A
N S
C O
M
A
R
S
E
M
A S
S A
C H
U S
E T
T S
U P
P E
R
A
F R
L
F
A C
I L I T
Y
D
E M
O L I T
I O
N
B U
I L D
I N
A
W W
J B
W W
J C
M I T
L L
M A
R C
H
N
20' 40'0
K
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
V-115
S
C H
R A
E D
T
E
S
U R
V
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
C-001
S
C H
R A
E D
E R
N E
R A
L
N
O T
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
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1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS INDICATED.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR
MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR
OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.
4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED IN MODIFIED
GROUND COORDINATES. SEE SHEET V-001 FOR HORIZONTAL AND VERTICAL
CONTROL INFORMATION.
5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF
LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING
OFFICER.
6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND
REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN
REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST
STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST
STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER
IN WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL BE
CONSIDERED FINAL.
GENERAL NOTES
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED
HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS.
UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT
DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE
THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY
DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE
CONTRACTING OFFICER BEFORE ANY FURTHER WORK COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING
STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY
PRECAUTIONS DURING DEMOLITION. CONTRACTOR SHALL VERIFY EXISTENCE
AND MARK LOCATIONS OF ALL UTILITIES INCLUDING SERVICE CONNECTIONS TO
UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK. CONTRACTOR SHALL
CONTACT THE CONTRACTING OFFICER AND ALL ASSOCIATED UTILITY COMPANIES
AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO
GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND
TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE
REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR
STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING
CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
CONTRACTING OFFICER. ANY ACTIVE UTILITY SERVICES OR STRUCTURES
DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED
IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE
CONTRACTING OFFICER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE
DAMAGED DURING DEMOLITION. THE CONTRACTOR SHALL REPAIR OR REPLACE
DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING
OFFICER.
6. THERE ARE NO KNOWN CONTAMINATED SOILS ON THE SITE, IF THE CONTRACTOR
ENCOUNTERS SUCH MATERIAL, SPECIAL HANDLING AND CONSIDERATION SHALL
BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN CONTAMINATED
SUBSTANCES. CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS.
SOILS SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE
WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT
SPECIFICATIONS. CONTRACTOR SHALL COORDINATE REMOVAL OF
CONTAMINATED MATERIALS WITH THE CONTRACTING OFFICER.
EXISTING CONDITION NOTES
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE
DISPOSED OF OFF BASE.
2. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED
OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.
3. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF BASE FOR RECYCLING AND
FOR WASTE DISPOSAL SHALL BE REPORTED TO CONTRACTING OFFICER
MONTHLY.
4. CONTRACTOR SHALL ENSURE COMPLIANCE WITH MASSACHUSETTS WASTE BAN
REGULATIONS PROHIBITING WASTE DISPOSAL OF VARIOUS TYPES OF WASTE
FROM REACHING LANDFILLS.
5. ABATEMENT OF HAZARDOUS MATERIAL IN EACH BUILDING SHALL BE COMPLETED
PRIOR TO COMMENCEMENT OF DEMOLITION OF THAT BUILDING. COORDINATE
OTHER BASE ENVIRONMENTAL OFFICE FOR PROPER MANIFESTING AND DISPOSAL
OF HAZARDOUS MATERIALS.
6. DUST CONTROL SHALL USE WATER ONLY. DUST CONTROL CHEMICALS WILL NOT
BE ALLOWED.
7. WORK WITHIN MANHOLES SHALL BE PERFORMED BY QUALIFIED PERSONS
CERTIFIED FOR CONFINED SPACE ENTRY.
8. CONTRACTOR SHALL LOCATE GATE VALVES IN WATER LINE WHICH WILL ISOLATE
THE PORTION OF THE LINE WHERE WORK IS BEING PERFORMED PRIOR TO
PERFORMING WATER SERVICE REMOVAL.
GENERAL DEMOLITION NOTES
1. IT IS EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE
WORK. ASBESTOS CONTAINING MATERIALS (ACM), LEAD BASED PAINT (LBP) ARE
PRESENT- SEE HAZARDOUS MATERIALS SURVEY PROVIDED IN SPECIFICATION. IN
ADDITION, MISCELLANEOUS HAZARDOUS MATERIALS INCLUDING
MERCURY-CONTAINING LIGHTS, PCB-BALLASTS, AND TRACE METALS ARE
SUSPECTED TO BE ENCOUNTERED. FOLLOW FEDERAL, STATE, AND LOCAL
REGULATIONS WHEN DISTURBING ASBESTOS, LEAD, AND OTHER HAZARDOUS
MATERIALS, AND FOLLOW SPECIFICATIONS (02 65 00; 02 81 00; 02 82 00; 02 83 13.00
20; AND 02 84 33.
2. AN ASBESTOS ANALYSIS OF SAMPLES WAS PERFORMED BY ASSET GROUP
INC. AND ASBESTOS-CONTAINING MATERIALS (ACM) WERE GENERALLY FOUND IN
AREAS INDICATED. THE ANALYSIS OF SAMPLES DOCUMENT IS PROVIDED IN
SPECIFICATIONS. THE ASBESTOS – CONTAINING MATERIALS SHALL BE REMOVED
BY CONTRACTOR PRIOR TO ANY OTHER WORK BEING PERFORMED IN THE
AREAS.
3. ALL ASBESTOS REMOVAL AREAS INDICATED ON THE PLANS AND SPECIFICATIONS
IS FOR INFORMATIONAL ASSISTANCE TO THE CONTRACTOR. ALL MATERIALS
MUST BE FIELD VERIFIED FOR SIZE AND QUANTITIES. ADDITIONAL MATERIALS
WHICH HAVE ASBESTOS CONTAINING MATERIALS (ACM) MAY BE PRESENT. THE
CONTRACTOR SHALL REMOVE ALL ACM FOR ALL SPECIFIED AREAS WHETHER OR
NOT SHOWN OR ACCURATELY INDICATED. THESE SPECIFICATIONS SHALL BE
USED AS A GUIDE AND DO NOT LIMIT THE CONTRACTORS RESPONSIBILITY TO
SEEK AND REMOVE ALL ACM AS SPECIFIED. OTHER POTENTIAL ITEMS THAT MAY
CONTAIN ASBESTOS ARE; PIPE FITTINGS, PIPING/DUCT INSULATION, WALLS,
CEILINGS , FLOOR TILES , RAISED FLOORING ADHESIVES, CAULKING AND MASTICS.
4. BASED ON THE AGE OF THE FACILITY AND CONFIRMATION BY ASSET GROUP INC.,
UNLESS OTHERWISE DETERMINED BY TESTING, THE CONTRACTOR SHALL
ASSUME THAT ANY PAINTED ITEMS TO BE DEMOLISHED OR RENOVATED ARE
PAINTED WITH PAINT AND/OR PRIMER THAT CONTAINS LEAD. THE CONTRACTOR IS
NOT REQUIRED TO ABATE THE PAINTED ITEMS, NOR IS HE REQUIRED TO REMOVE
THEM SEPARATELY. IT IS THE INTENT OF THE SOLICITATION THAT THE
CONTRACTOR SHALL DEMOLISH THE STRUCTURE WITH THE PAINT IN PLACE. THE
CONTRACTOR SHALL LIMIT OCCUPATIONAL AND ENVIRONMENTAL EXPOSURE TO
PAINT DUST DURING DEMOLITION AND RENOVATION OF THE STRUCTURES. IN
ADDITION, THE CONTRACTOR SHALL CHARACTERIZE AND DISPOSE OF DEBRIS
WASTE STREAM PROPERLY. THE CONTRACTOR SHALL CONDUCT WORKER AND
ENVIRONMENTAL PROTECTION AND PROPERTY DISPOSAL OF PAINTED DEBRIS IN
ACCORDANCE WITH SPECIFICATION SECTION 02 83 13.00 20 LEAD IN
CONSTRUCTION. AS A MINIMUM THE CONTRACTOR SHALL COMPLY WITH THE
PROVISIONS OF OSHA (29 CFR 1926.62), EPA (40 CFR 260-268), DOT (49 CFR 172.101;
AND ANY STATE OR LOCAL REGULATIONS APPLICABLE TO SAFETY AND HEALTH,
EMISSION CONTROL AND TRANSPORTATION AND DISPOSAL REQUIREMENTS FOR
HAZARDOUS WASTE. THE CONTRACTOR SHALL RECYCLE AS SCRAP METAL ALL
POSSIBLE PARTS OF PAINTED METAL. THE CONTRACTOR WILL HAVE TO PROVIDE
CERTIFICATION SIGNED AND DATED BY A CERTIFYING OFFICER THAT ITEMS TO BE
RECYCLED THAT ARE PAINTED WITH LEADED PAINT SHALL BE RECYCLED IN A
LEGITIMATE AND TIMELY MANNER IN ACCORDANCE WITH 40 CFR 261.2 (C) AND (E).
5. ALL LEAD BASED PAINT AREAS INDICATED ON THE PLANS AND SPECIFICATIONS IS
FOR INFORMATIONAL ASSISTANCE TO THE CONTRACTOR. ALL MATERIALS MUST
BE FIELD VERIFIED FOR LOCATION AND QUANTITIES. ADDITIONAL MATERIALS
WHICH HAVE LEAD BASED PAINT MAY BE PRESENT.
HAZARDOUS MATERIALS NOTES
1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER PRIOR TO
REMOVAL OF EXISTING UTILITIES.
2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING
SHALL BE INSPECTED AND APPROVED BY THE CONTRACTING OFFICER. SEE
SHEET C-500 FOR DETAILS.
3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND
ADJUSTED TO FINISH GRADE.
4. PRIOR TO UTILITY DEMOLITION, COORDINATE UTILITY SHUT DOWN WITH THE
HANSCOM AIR FORCE BASE CIVIL ENGINEERING OFFICE. HAFB INTENDS TO CUT
AND CAP THE STEAM, CONDENSATE, AND CHILLED WATER LINES THAT SERVE THE
UPPER AFRL AREA PRIOR TO UTILITY DEMOLITION.
5. CUT STEAM OR CHILLED WATER PIPING SQUARE AND WELD ON CAP TO SEAL
PIPING.
6. STEAM TRENCHES SHALL BE REMOVED TO AN EXISTING LID SECTION. SAW CUT
THE WALLS AND BOTTOM AND REMOVE AND FORM AND POUR AN 8" THICK
CONCRETE END WALL FORMED AND POURED TO SEAL THE TRENCH. USE
ASPHALTIC CEMENT TO WATERPROOF THE INTERIOR AND EXTERIOR OF THE END
WALL. END WALL SHALL BE DOWELED TO THE EXISTING TRENCH WALLS AND
BOTTOM.
7. ALL UTILITY TERMINATION POINTS SHALL BE SURVEYED AND PHOTOGRAPHED.
THE CONTRACTOR SHALL PROVIDE NORTHING, EASTING AND ELEVATION OF THE
END OF EACH TERMINATED UTILITY TO 0.10' ACCURACY, ALONG WITH ONE SET OF
PHOTOGRAPHS SHOWING HOW THE UTILITY WAS TERMINATED.
UTILITY DEMOLITION NOTES
SURVEY NOTES
1. THE SURVEY WAS PERFORMED BY NITSCH ENGINEERING. IN NOVEMBER 2017.
SURVEY CONTROL POINTS SHALL BE RESET BY A LICENSED LAND SURVEYOR,
PROVIDED BY THE CONTRACTOR, IF DISTURBED DURING CONSTRUCTION. SEE
SHEET V-100.
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT
FOR LAND DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO DEMOLITION.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE EPA TO COMPLETE
AND SUBMIT THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR
APPROVAL. CONTRACTOR SHALL COORDINATE ALL ENVIRONMENTAL AND STORM
WATER CORRESPONDENCE, DOCUMENTATION, AND PERMITTING WITH
CONTRACTING OFFICER. THE STORMWATER PERMITTING PROCESS MAY INCLUDE
THE FOLLOWING:
a. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE.
b. SUBMIT NPDES GENERAL CONSTRUCTION PERMIT.
c. SUBMIT STORM WATER POLLUTION PREVENTION PLAN.
d. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT TO COMPLY
WITH STORM WATER QUALITY MANAGEMENT PLAN AND LOCAL
REGULATIONS FOR STORM WATER QUALITY MANAGEMENT.
e. SUBMIT COPY OF APPROVED PROJECT DRAWING SET.
f. SUBMIT CO-PERMITTEE LIABILITY RELEASE FORM PRIOR TO BEGINNING ANY
CONSTRUCTION OR EARTHWORK OPERATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH
ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE
PERMITTING PROCESS MAY INCLUDE THE SUBMISSION OF THE FOLLOWING TYPES
OF PERMITS:
a. NPDES CONSTRUCTION PERMIT
b. STORMWATER MANAGEMENT.
c. WATER POLLUTION.
d. DISCHARGE PERMIT.
e. SOLID AND HAZARDOUS WASTE.
f. CLEARING.
g. DIG PERMIT.
h. AIR QUALITY.
i. AIR EMISSIONS.
j. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES.
CONTRACTOR PERMITTING
REQUIREMENTS
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C-002
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SHEET ID
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US Army Corps of Engineers
U S
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M I T
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UNDERGROUND STEAM LINE
UNDERGROUND DRAIN LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND GAS LINE
UNDERGROUND SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
TOP OF WALL ELEVATION
S
T
STEAM
D
TOP OF WATER ELEVATION EQUALS
FIRE ALARM CALL BOX
SIGN POST
CONCRETE POST
SLOPED GRANITE CURB
VERTICAL GRANITE CURB
METAL POST
DECIDUOUS TREE WITH TRUNK DIAMETER
CONIFEROUS TREE WITH TRUNK DIAMETER
SPOT ELEVATION
CHAIN LINK FENCE
HANDICAP PARKING
WHEELCHAIR RAMP
NO PIPES VISIBLE
LANDSCAPE TIMBER
VERTICAL CONCRETE CURB
RIM ELEVATION EQUALS
INVERT ELEVATION EQUALS
TOP OF HOOD ELEVATION EQUALS
LST
TOW=
R=
I=
TH=
NPV
SGC
VGC
CLF
WCR
VCC
12"
12"
180.80
LIGHT BOLLARD
FIRE HYDRANT
DOWN SPOUT
UTILITY POLE
LIGHT POLE
OVERHEAD WIRESOHW
HAND HOLE
BITUMINOUS CONCRETE BERM
BB
MONITORING WELL
UTILITY POLE WITH CONDUIT LINE TO GROUND
BENCH MARK
E
G
W
STEAM MANHOLE
GAS SHUT-OFF
WATER SHUT-OFF
WATER MANHOLE
GAS GATE
CATCH BASIN
DRAIN MANHOLE
ELECTRIC MANHOLE
SEWER MANHOLE
TELEPHONE MANHOLE
MISCELLANEOUS MANHOLE
WATER GATE
IRRIGATION CONTROL VALVE
CLEANOUT
180.80
UNABLE TO OPEN
UTO
DETECTABLE WARNING PANEL
DWP
FLARED END SECTION
FES
SIAMESE SPRINKLER HEAD
STAND PIPE
RISER
CONCRETE
CONC
VITRIFIED CLAY PIPE
VCP
BOTTOM OF STRUCTURE ELEVATION EQUALS
BOT=
MW
CAST IRON PIPE
CIP
CORRUGATED METAL PIPE
CMP
POLYVINYL CHLORIDE PIPE
PVC
CORRUGATED PLASTIC PIPE
CPP
REINFORCED CONCRETE PIPE
RCP
ELECTRIC METER
FLAG POLE
MISCELLANEOUS PIPE
MISC
RECORD PIPE SIZE AND TYPE
REC
FP
EM
RIS
STPI
SIA
CLEANOUT
ICV
WG
GG
GSO
WSO
HH
DS
LB
MP
CP
S
FACB
EXISTING LEGEND: PROPOSED LEGEND: ABBREVIATIONS:
ABA ARCHITECTURAL BARRIERS ACT
ABC AGGREGATE BASE COURSE
AC ACRE OR AIR CONDITIONER
ACM ASBESTOS CONTAINING MATERIAL
AFB AIR FORCE BASE
AFI AIR FORCE INSTRUCTIONS
AFRL AIR FORCE RESEARCH LAB
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
ATFP ANTI-TERRORISM/FORCE PROTECTION
B/C BOTTOM OF CURB
BCE BASE CIVIL ENGINEERING
BLDG BUILDING
B/L BUILDING LINE
BM BENCHMARK
C/COMM COMMUNICATIONS
CB CATCH BASIN
C-C CENTER TO CENTER
CE CIVIL ENGINEER
CGMP CORRUGATED GALVANIZED METAL PIPE
CGMPA CORRUGATED GALVANIZED METAL PIPE ARCH
CI CURB INLET OR CAST IRON PIPE
CL C/L CENTER LINE
C.L. FEN CHAIN-LINK FENCE
CMH COMMUNICATIONS MANHOLE
CO CLEAN OUT
COE CORPS OF ENGINEERS
COMM COMMUNICATION
CONC CONCRETE
COR CONTRACTING OFFICER'S REPRESENTATIVE
CPNODE CATHODIC PROTECTION SYSTEM NODE
CSL-MIF COMPOUND SEMICONDUCTOR LABORATORY /
MICROELECTRONICS INTEGRATION FACILITY
CWP CHILLED WATER PLANT
DEPT DEPARTMENT
DI DUCTILE IRON OR DROP INLET
DIA DIAMETER
DS DOWNSPOUT
E ELECTRICAL
ECP ENTRY CONTROL POINT
EFSO EMERGENCY FUEL SHUT OFF
ELEC ELECTRICAL
EL/ELEV ELEVATION
EMH ELECTRICAL MANHOLE
ESC EROSION AND SEDIMENTATION CONTROL
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FH FIRE HYDRANT
F/FL FINISH FLOOR
FL FLOW LINE
FM FORCE MAIN
FOD FOREIGN OBJECT DEBRIS
FT FOOT
FW FIREWATER
G GAS
GI GRATED INLET
GM GAS METER
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GSV GAS SERVICE VALVE
GV GAS VALVE
HDPE HIGH DENSITY POLYETHYLENE
HQ HEADQUARTERS
HW HEADWALL
INV INVERT
LBP LEAD BASED PAINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
MW MONITORING WELL
NIC NOT IN CONTRACT
NO NUMBER
NPW NON-POTABLE WATER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
PBX PULL BOX
PCAN PULL CAN
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PED PEDESTAL
PI POINT OF INTERSECTION
P/L PROPERTY LINE
PMT PAD MOUNT TRANSFORMER
POV PRIVATELY OWNED VEHICLE
PRT PROCESS RECOVERY TANK
PVC POLYVINYL CHLORIDE
PWU PUBLIC WORKS & UTILITIES
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RFDC REMOTE FIRE DEPARTMENT CONNECTION
R/W RIGHT OF WAY
SAN SANITARY SEWER
SD STORM DRAIN
SDI STORM DRAIN INLET
SDMH STORM DRAIN MANHOLE
SS SANITARY SEWER
SSFM SANITARY SEWER FORCE MAIN
SSLS SANITARY SEWER LIFT STATION
SSMH SANITARY SEWER MANHOLE
ST, SD STORM SEWER, STORM DRAIN, STREET
STM STORM
SWPP STORM WATER POLLUTION PREVENTION
TBM TEMPORARY BENCHMARK
T/C TOP OF CURB
TELE TELEPHONE
TEMP TEMPORARY
TYP TYPICAL
UD UNDERDRAIN
UFC UNIFIED FACILITIES CRITERIA
UG UNDERGROUND
USAF UNITED STATES AIR FORCE
UST UNDERGROUND STORAGE TANK
W, WA WATER
WM WATER METER
WSV WATER SERVICE VALVE
WV WATER VALVE
WWF WELDED WIRE FABRIC
XFMER ELECTRICAL TRANSFORMER
MISCELLANEOUS STRUCTURE REMOVAL
BUILDING DEMOLITION
CONCRETE PADS, STAIRS, WALLS DEMOLITION
CHILLED WATER SUPPLYCHWS
CHILLED WATER RETURNCHWR
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
STEPS UP
CONC.
METAL HANDRAIL (BOTH SIDE)
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METAL HANDRAIL
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CONCRETE
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A r e a
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CONC.
STEPS UP
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CONCRETE PAD
BRICK WALL
BOTH SIDE
ASPHALT
G R A S S
G R A S S
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C O
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STEPS UP
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ENTRANCE SILL=
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ENTRANCE SILL=
=ENTRANCE SILL
ENTRANCE SILL=
ENTRANCE SILL=
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2 STORY CONCRETE BUILDING
S
T O
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B
U I L D
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1 STORY CONCRETE BUILDING
M E
T A
L
H
A N
D R
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2" ELECTRIC RISER X2
R I S
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RIS
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BUILDING
OVERHANG
P V
C
F
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A N
L L
A S P H A L T
A S
P H
A L T
CONCRETE PAD
WITH A/C UNIT
C O
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S T
S T
ST
ST
S T
S T
S T
S T
S T
S T
S T
S T
N: 2991571.36
E: 718738.42
N: 2991317.83
E: 718812.39
N: 2991297.70
E: 718736.66
N: 2991275.90
E: 718742.37
N: 2991269.19
E: 718756.67
N: 2991258.56
E: 718759.72
N: 2991248.82
E: 718742.17
N: 2991232.52
E: 718685.24
N: 2991248.70
E: 718680.61
N: 2991232.36
E: 718620.86
N: 2991179.47
E: 718595.74
N: 2991488.39
E: 718454.59
N: 2991434.00
E: 718468.16
N: 2991405.01
E: 718365.25
N: 2991510.15
E: 718332.51
N: 2991493.13
E: 718271.74
N: 2991053.05
E: 718400.28
N: 2991066.84
E: 718448.30
N: 2991090.58
E: 718441.21
N: 2991134.83
E: 718609.40
CONTAINERS AND
JERSEY BARRIERS WILL
BE REMOVED BY
OTHERS PRIOR TO
START OF DEMILITION
K
R
O B
E R
T S
M
S
C H
R A
E D
E R
D
M
U E
T I N
G
CD101
S
C H
R A
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T
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D
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O L
I T
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N
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L
L I C
I T
A T
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N
N
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S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
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E
S U
B M
I T
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D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
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D
M
A
S H
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T
D R
A W
I N
G
C
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E
O F
R T
A
A N
S I
D
S C
A L E
H A
N S
C O
M
A
R
S
E
M
A S
S A
C H
U S
E T
T S
U P
P E
R
A
F R
L
F
A C
I L I T
Y
D
E M
O L I T
I O
N
B U
I L D
I N
A
W W
J B
W W
J C
M I T
L L
M A
R C
H
A1
SITE DEMOLITION PLAN
SCALE: 1"=30'
M A
T C
H L
I N
E
S
E
N
T I N
U A
T I O
N
1. SEE DEMOLITION NOTES ON C-001.
2. CONTRACTOR TO REMOVE BUILDINGS INDICATED, INCLUDING FOUNDATIONS,
CONNECTING STRUCTURES, STAIRS, STOOPS, UTILITY PADS AND EQUIPMENT.
UTILITY SERVICES TO BE REMOVED TO A POINT 5 FEET OUTSIDE BUILDING
FOUNDATIONS. ALL DEPRESSIONS TO BE FILLED AND COMPACTED TO MATCH
SURROUNDING GRADE. SEE APPENDIX TO SPECIFICATIONS FOR DESCRIPTIONS
OF BUILDINGS AND EQUIPMENT TO BE REMOVED.
3. THE CONTRACTOR SHALL GRADE ALL DISTURBED AREAS PRIOR TO PROJECT
COMPLETION, SPREAD 4" OF GRAVEL BORROW IN ACCORDANCE WITH MASS DOT
SECTION M1.03.0 TYPE B AND COMPACT TO 90% OF MAXIMUM DRY DENSITY.
4. THE CONTRACTOR SHALL PROTECT ALL TREES WITHIN AREAS INDICATED. ANY
TREES REMOVED OR DAMAGED WITHIN AREAS INDICATED TO BE PROTECTED
DURING THE PROJECT SHALL BE REPLACED WITH AN EQUIVALENT NUMBER OF
CALIPER INCHES OF TREES.
5. COORDINATE WITH ALL THE STAKEHOLDERS ANY INTERFERENCE WITH EXISTING
ABOVE AND BELOW GRADE UTILITIES SERVING THE BUILDINGS INSIDE THE LIMITS
OF DEMOLITION.
6. UNDERGROUND ACID VAULTS WERE NEVER PUT INTO SERVICE. CONTRACTOR TO
ASSUME 12.5 SF OF ASBESTOS CEMENT PEG BOARD WITH ASBESTOS FELT
BORDER IN ONE VAULT AND ASBESTOS FELT AT THE CONNECTOR PIPE
PENETRATIONS.
7. THE CONTRACTOR SHALL REMOVE ALL PIPING BETWEEN STORAGE TANKS AND
ADJACENT BUILDINGS.
8. SEE SHEET ED101 FOR ELECTRICAL DEMOLITION.
9. FREIGHT ELEVATOR IN BUILDING 1138 EXHIBITS SIGNS OF LEAKAGE AND OILY
WASTE IN ELEVATOR PIT. SINCE THE ELEVATOR PIT IS CURRENTLY INACCESSIBLE,
ASSUME 10 S.F. OF OIL STAINED CONCRETE TO BE REMOVED AND DISPOSED.
10. CONTRACTOR SHALL ASSUME ALL STEAM LINE INSULATION CONTAINS ASBESTOS.
11. TREE PROTECTION FENCE AND TEMPORARY FENCING AROUND ELECTRICAL
EQUIPMENT SHALL BE LEFT IN PLACE AT THE CONCLUSION OF THE CONTRACT.
12. PROVIDE ACCESS FOR HAFB TO SWITCHGEAR AT ALL TIMES DURING THE
PROJECT.
13. MANHOLES OUTSIDE PAVED AREAS MAY NOT BE TRAFFIC RATED. CONTRACTOR
SHALL PROTECT MANHOLES FROM DAMAGE BY CONSTRUCTION VEHICLES.
14. FOR ADDITIONAL INFORMATION SEE LIMITED ASBESTOS, LEAD PAINT, PCB
CAULKING OTHER HAZARDOUS MATERIAL SURVEY ATTACHED TO THE
SPECIFICATIONS.
15. PROVIDE FABRIC COVERED TEMPORARY FENCING AROUND THE LIMITS OF WORK
TO PROVIDE A VISUAL SCREEN. FABRIC COLOR SHALL BE APPROVED BY THE
CONTRACTING OFFICER.
16. INFORMATION DRAWINGS ATTACHED PROVIDE THE BEST AVAILABLE
INFORMATION FOR THE CONSTRUCTION OF BUILDINGS 1138, 1139, 1140, 1141 AND
1142. HOWEVER, THESE INFORMATION DRAWINGS DO NOT PURPORT TO SHOW
EVERY MODIFICATION TO THE BUILDINGS. THEREFORE, WHILE THE INFORMATION
DRAWINGS GENERALLY SHOW THE EXISTING CONDITIONS, THEY ARE NOT 100%
ACCURATE OR UP TO DATE AND ALL INFORMATION SHOWN MUST BE FIELD
VERIFIED.
BUILDING DEMOLITION
GENERAL SHEET NOTES
LEGEND
N
30' 60'0
LIMITS OF WORK.
SEE NOTE 15.
LIMITS OF WORK.
SEE NOTE 15.
CONCRETE PADS, STAIRS, WALLS DEMOLITION
LIMITS OF WORK.
SEE NOTE 15.
LIMITS OF WORK.
SEE NOTE 15.
REMOVE CONCRETE
TRANSFORMER PAD
(SEE NOTE 8)
REMOVE CONCRETE
PAD, AC UNIT
BLDG. 1142
B L
D G
BLDG. 1140
B L
D G
CONTRACTOR
PARKING
TEMPORARY
FENCING
SWITCH GEAR TO
REMAIN IN SERVICE
(SEE NOTE 12)
REMOVE
CONCRETE
PAD WITH 500 GAL
ABOVE GROUND
STORAGE TANK
REMOVE
GAZEBO AND
CONCRETE PAD
REMOVE
ACID VAULTS
SEE NOTE 6
BLDG. 1128
(TO REMAIN)
SEE SHEET A-110 FOR
INFILL AT BUILDING
ENTRANCE TO REMAIN
BLDG. 1139
REMOVE CONCRETE PAD
WITH NITROGEN
STORAGE TANK
REMOVE
CONCRETE
PADS AND AC
UNITS
REMOVE
CONCRETE PAD
AND AC UNIT
X
TREE PROTECTION FENCE
REMOVE
CONCRETE
PAD AC UNIT
REMOVE
CONCRETE WALL
REMOVE STEAM
LINES AND
CONCRETE TRENCH
(SEE NOTE 10)
REMOVE GENERATOR
PAD, SEE NOTE 8
REMOVE CONCRETE
PAD WITH 500 GAL.
ABOVE GROUND
STORAGE TANK
TEMPORARY FENCING
SWITCHGEAR TO
REMAIN IN SERVICE
(SEE NOTE 12)
REMOVE RAISED
LOADING DOCK
REMOVE METAL
SHED AND
CONCRETE PAD
REMOVE STEAM LINES
AND CONCRETE TRENCH
(SEE NOTE 10)
REMOVE
CONCRETE WALL
AND HANDRAIL
REMOVE
PVC FENCE
TREE
PROTECTION
FENCE
RE…
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