Amendment_0005_-_Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- W912WJ19B0003
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| Bid_Snapsheet.pdf | ||
| Amendment_0006.pdf | ||
| Amendment_0005.pdf | ||
| Amendment_0004.pdf | ||
| Amendment_0003.pdf | ||
| Site_Visit_Sign-In_Sheet.pdf | ||
| Amendment_0002.pdf | ||
| Amendment_0001.pdf | ||
| Amendment_Notice_-_Remaining_As-Builts.pdf | ||
| Notice_-_Remaining_As-Builts.pdf | ||
| As_Builts_-_Building_1140_(Renovations).pdf | ||
| As_Builts_-_Building_1142_(Renovations).pdf | ||
| Drawings.pdf | ||
| W912WJ19B0003.pdf | ||
| Specifications.pdf |
Show all 16
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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 T
N
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
P
F
E
N G
I N
E E
R S
N E
W
E
N G
L A
D
I S
T R
I C
T
V
I R
G I N
A
R
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
M A
R C
H
H A
N S
C O
M
A
R
E
B
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
G
A
W W
J B
W W
J C
M I T
L L
F I L
E N
A M
E
P L O
T
D
A T
E
P L O
T
T
I M
E
P
L O
T D
A T
E P
L O
T T
I M
E
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
G-001
C S
L M
I F
G d w g
A
M
A S
H
K
D
I N
D E
X
O
F
D
R A
W I N
G S
C O
V E
R
S
H E
2 3 4 5 6 7 8 9 10
F
E
D
C
B
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
R E
V I S
I O
N
T
O
I N
D E
X
O
F
D
R A
W I N
G S
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
M
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
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
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.
9. ALL AREAS SHALL BE GRADED TO A 3H:1V MAXIMUM SLOPE.
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.
8. CUT ALL STORM DRAIN AND SANITARY SEWER PIPING TO PREVENT ANY CRACKED
JAGGED ENDS. THE PIPE TO REMAIN SHALL BE GROUTED FULL FOR A DISTANCE
OF 5' FROM THE EXPOSED END. THE EXPOSED END SHALL BE COMPLETELY
PLUGGED WITH GROUT.
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
N O
T E
S
A
D D
E D
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-002
S
C H
R A
E D
E R
V
I L
L E
G E
B
R E
V I A
T I 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
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
AW ACID WASTE
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
CR CONDENSATE RETURN
CSL-MIF COMPOUND SEMICONDUCTOR LABORATORY /
MICROELECTRONICS INTEGRATION FACILITY
CWP CHILLED WATER PLANT
CWS&R CHILLIED WATER SUPPLY & RETURN
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
FD FOUNDATION DRAIN
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
PD PUMP DISCHARGE
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, STEAM
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
R E
V I S
I O
L E
G E
B
R E
V I A
T I O
N S
UTILITY DEMOLITION
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP W/ UE
AutoCAD SHX Text W
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text
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
STEPS UP
CONC.
METAL HANDRAIL (BOTH SIDE)
E N
T R
A N
L L
STEPS UP
CONC.
METAL HANDRAIL
C O
N C
R E
M
P
C O
N C
R E
E
P
C
O
N
C
R
E
D
C O
N C
R E
D
C
O
N
C
R
E
D
W
E
L
E
C
T
R
X
T R
A I L E
R
T R
A I L E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
G U
A R
D
R
A I L
M E
T A
L
C
A B
L E
B O
U L D
E R
F E
N C
E
A
S
P
H
A
L
T
A S
P H
A L T
A S
P H
A L T
A S
P H
A L T
A S
P H
A L T
CONCRETE
CONCRETE
ASPHALT
A
S
P
H
A
L
T
C O
N C
R E
T E
ASPHALT
C O
N C
R E
T E
C O
N C
R E
T E
STONE WALL
H
L
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
A S P H A L T
A S P H A L T
C O
N C
R E
T E
CONCRETE
CONCRETE
C
O
N
C
R
E
T
E
S
T
O
W
L
T
O
L
L
CONCRETE STEP
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C O
N C
R E
T E
=ENTRANCE SILL
C
O
N
C
R
E
L
L
W
I
I
U
A R
D
R
A I L
M E
T A
L
C
A B
L
I R
T
D
I R
T
D
I R
T
D
I R
T
M
E
T
N
D
R
A
I L
P
L
A
N
T
E
ASPHALT
W
G
T
N
C
S
T
E
U
N
N
E
L
I S
T
I
A
D
E
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
M E
T A
L
S
T O
R A
G E
C O
N T
A I N
E R
O
H
W
S
T O
Y
N
C R
E T
E
B
U I L D
I N
G
S C
O T
T D
R
IV
E
S C
O T
T
D
I R
T
D R
IV
E
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
K
M
U
L
U
N
K
M
A
P
L
E
M
A
P
L
E
M
A
P
L
E
M
U
L
U
N
K
M
A
P
L
E
O
A
K
R
M
W
K
VENT
VENT
VENT
O
A
K
VENT
R
W
G
V
E
N
T
V
E
N
T
V
E
N
T
GM
B B
W
G
W
G
R
VEN
T
W G
T
O
A
K
O
A
K
R=257.64
M
W
VENT
VENT
VENT
R=261.59
W
G
W
G
P
O
S
T
W
G
T
P
O
S
T
P
O
S
T
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
K
O
A
K
M
A
P
L
E
M
A
P
L
E
O
A
K
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
S
S
S
S
O
A
K
O
A
K
O
A
K
M
A
P
L
E
M
A
P
L
E
S
O
A
K
O
A
K
K
O
A
K
S
T
U
M
P
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
P
I N
E
O
A
K
O
A
K
K
O
A
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
W
G
W
G
M
A
P
L
E
S
T
U
M
P
M
A
P
L
E
K
M
W
S
S
O
A
K
O
A
K
O
A
K
O
A
K
K
M
A
P
L
E
OHW
X
X
X
X
X
X
X
X
X
X
T
O
P
T
O
P
T
O
P
T
O
P
T
O
P
T
O
P
T
O
P
R
O
C
K
S
F A
D E
D
P
A R
K I N
G
L I N
E S
F A
D E
D
P
A R
K I N
G
L I N
E S
F A
D E
D
P
A R
K I N
G
L I N
E S
A r e a
STEPS UP
CONC.
STEPS UP
CONC.
CONCRETE PAD
BRICK WALL
BOTH SIDE
ASPHALT
G R A S S
G R A S S
G R A S S
C O
N C
R E
T E
SIA
GM
GM
V
E
N
T
V
E
N
T
C
O
N
C
R
E
D
A S P H A L T
A S
P H
A L T
B
B
STEPS UP
CONC.
STEPS UP
CONC.
ENTRANCE SILL=
E N
T R
A N
L L
ENTRANCE SILL=
=ENTRANCE SILL
ENTRANCE SILL=
ENTRANCE SILL=
=ENTRANCE SILL
=ENTRANCE SILL
ENTRANCE SILL=
E
N T
R A
N C
E
S
I L
L
= ENTRANCE SILL
E N
T R
A N
L L
STEPS UP
CONC.
R A
M P
STEPS UP
CONC.
S T
E P
S
U
P
C O
N C
STEPS UP
CONC.
STEPS UP
CONC.
CONCRETE PAD
CONCRETE STEP
C O
N C
R E
D
W I T
H
A
I T
CONCRETE STEP
C O
N C
R E
D
W I T
H
A
I T
C O
N C
R E
D
CONCRETE PAD
W/ TANK
CONCRETE
LANDING
AND STEPS
C O
N C
R E
E
P
CONCRETE PAD
BRICK WALL
BOTH SIDE
CONCRETE WALL
ASPHALT
CO
NCRETE W
ALL
CONCRETE WALL
M E
T A
L
H
A N
D R
A I L
G R A S S
G R A S S
G R A S S
CONCRETE
CONCRETE
C O
N C
R E
L L
W I T
H
H
A N
D
R
A I L
C O
N C
R E
D
WINDOW WELL
W I N
D O
W
W
E L L
ENTRANCE SILL=
ENTRANCE SILL=
ENTRANCE SILL=
C
O
N
C
R
E
D
S T
E P
S
U
P
S T
E E
L
ENTRANCE SILL =
C O
N C
R E
T E
CONCRETE
C O
N C
R E
L L
W O
O D
Z
E B
O
N
C
S
L A
B
M E
T A
L
S
H E
D
S
T O
N
C R
E T
E
B
U I L D
I N
G
2 STORY CONCRETE BUILDING
S
T O
N
C R
E T
E
B
U I L D
I N
G
1 STORY CONCRETE BUILDING
M E
T A
L
H
A N
D R
A I L
2" ELECTRIC RISER X2
R I S
R
RIS
SIA
GM
GM
FA
F A
RIS
V
E
N
T
V
E
N
T
DS
FA
C
O
N
C
R
E
D
W
T
A
N
K
C
O
N
C
R
E
E
P
C
O
N
C
R
E
D
BUILDING
OVERHANG
P V
C
F
E N
C E
E N
T R
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
N C
R E
D
W I T
H
A
D
T R
A N
S F
O R
M E
R
B
B
R I S
S
RIS
G A
T E
G A
T E
T
A S
P H
A
T
C H
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
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
E D
T
E
D
E M
O L
I T
I O
N
P
L
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
M A
R C
H
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
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 WASTE MANHOLES WERE NEVER PUT INTO SERVICE.
CONTRACTOR TO ASSUME 12.5 SF OF ASBESTOS CEMENT PEG BOARD WITH
ASBESTOS FELT BORDER IN ONE WASTE MANHOLES AND ASBESTOS FELT AT THE
CONNECTOR PIPE PENETRATIONS.
7. THE CONTRACTOR SHALL REMOVE ALL PIPING BETWEEN STORAGE TANKS AND
ADJACENT BUILDINGS.
8. SEE SHEET ED115 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. NOT USED.
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.
17. CUT VENTS PIPES FLUSH WITH TOP OF CONCRETE AND SECURE PLATE OVER
EXPOSED PIPE END.
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
REMOVE GENERATOR, GENERATOR
ENCLOSURE, 200 GAL, FUEL TANK,
AND 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
REMOVE
CONCRETE WALL
AND HANDRAIL
REMOVE
PVC FENCE
TREE
PROTECTION
FENCE
REMOVE CONCRETE
PAD, AC UNIT
TREE
PROTECTION
FENCE
DO NOT
DISTURB
MONITORING
WELL
R E
V I S
I O
P
L A
N
A
T
E S
REMOVE STEAM
AND CHILLED
WATER VAULTS
INLET PROTECTION
REMOVE VENT PIPE
SEE NOTE 17
C-501
A5
1 1 1
REMOVE
ASPHALT
PAVEMENT
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
MH ACID
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH ACID
AutoCAD SHX Text
VENT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
TRANS.
AutoCAD SHX Text
VENT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
ASH TRAY
AutoCAD SHX Text
ELEC.
AutoCAD SHX Text
MH
AutoCAD SHX Text
TRANS.
AutoCAD SHX Text
TRANS.
AutoCAD SHX Text
SHED
AutoCAD SHX Text
TANK
AutoCAD SHX Text
TRANS.
AutoCAD SHX Text
AutoCAD SHX Text 268.53
AutoCAD SHX Text
SPKSET
AutoCAD SHX Text
AutoCAD SHX Text 267.22
AutoCAD SHX Text
SPKSET
AutoCAD SHX Text
AutoCAD SHX Text 257.61
AutoCAD SHX Text
BCCC
AutoCAD SHX Text
AutoCAD SHX Text 258.68
AutoCAD SHX Text
BCCC
AutoCAD SHX Text
AutoCAD SHX Text
ZZ
AutoCAD SHX Text
AutoCAD SHX Text
ZZ
AutoCAD SHX Text
AutoCAD SHX Text 268.09
AutoCAD SHX Text
MAGSET
AutoCAD SHX Text
AutoCAD SHX Text 268.18
AutoCAD SHX Text
MAGSET
AutoCAD SHX Text
AutoCAD SHX Text 268.33
AutoCAD SHX Text
AutoCAD SHX Text 268.22
AutoCAD SHX Text
ZZ
AutoCAD SHX Text
AutoCAD SHX Text 268.15
ZZ
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
X
X X
X
E N
T R
A N
L L
C O
N C
R E
M
P
C O
N C
R E
E
P
C
O
N
C
R
E
D
C O
N C
R E
D
C
O
N
C
R
E
D
W
E
L
E
C
T
R
X
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B O
U L D
E R
F E
N C
E
A
S
P
H
A
L
T
STONE WALL
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
A S P H A L T
A S P H A L T
C O
N C
R E
T E
CONCRETE
C
O
N
C
R
E
T
E
S
T
O
L
T
O
L
L
C O
N C
R E
T E
C
O
N
C
R
E
L
L
W
I
I
I R
T
D
I R
T
D
I R
T
D
I R
T
P
L
A
N
T
E
G
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
S
T O
N
C R
E T
E
B
U I L D
I N
G
D
I R
T
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
K
M
U
L
U
N
K
M
A
P
L
E
M
A
P
L
E
M
A
P
L
E
M
U
L
U
N
K
M
A
P
L
E
O
A
K
R
M
W
K
VENT
VENT
O
A
K
VENT
R
W
G
V
E
N
T
V
E
N
T
V
E
N
T
GM
BB
W
G
W
G
R
VENT
W G
T
O
A
K
O
A
K
R=257.64
M
W
VENT
VENT
VENT
R=261.59
S
P
O
S
T
P
O
S
T
O
A
K
K
O
A
K
M
A
P
L
E
M
A
P
L
E
O
A
K
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
S
O
A
K
O
A
K
M
A
P
L
E
W
G
W
G
M
A
P
L
E
S
T
U
M
P
M
A
P
L
E
K
M
W
S
S
O
A
K
O
A
K
O
A
K
O
A
K
K
CONCRETE PAD
G R A S S
G R A S S
G R A S S
C O
N C
R E
T E
SIA
GM
GM
V
E
N
T
V
E
N
T
C
O
N
C
R
E
D
A S P H A L T
A S
P H
A L T
B
B
E N
T R
A N
L L
ENTRANCE SILL=
=ENTRANCE SILL
ENTRANCE SILL=
ENTRANCE SILL=
=ENTRANCE SILL
=ENTRANCE SILL
ENTRANCE SILL=
E
N T
R A
N C
E
S
I L L
= ENTRANCE SILL
E N
T R
A N
L L
STEPS UP
CONC.
R A
M P
STEPS UP
CONC.
S T
E P
S
U
P
C O
N C
STEPS UP
CONC.
STEPS UP
CONC.
CONCRETE PAD
CONCRETE STEP
C O
N C
R E
D
W I T
H
A
I T
CONCRETE STEP
C O
N C
R E
D
W I T
H
A
I T
C O
N C
R E
D
CONCRETE PAD
W/ TANK
CONCRETE
LANDING
AND STEPS
C O
N C
R E
E
P
CONCRETE PAD
CONCRETE WALL
CONCRETE W
ALL
CONCRETE WALL
M E
T A
L
H
A N
D R
A I L
G R A S S
G R A S S
G R A S S
CONCRETE
CONCRETE
C O
N C
R E
L L
W I T
H
H
A N
D
R
A I L
C O
N C
R E
D
WINDOW WELL
W I N
D O
W
W
E L L
ENTRANCE SILL=
ENTRANCE SILL=
ENTRANCE SILL=
C
O
N
C
R
E
D
S T
E P
S
U
P
S T
E E
L
ENTRANCE SILL =
C O
N C
R E
T E
CONCRETE
C O
N C
R E
L L
W O
O D
Z
E B
O
N
C
S
L A
B
M E
T A
L
S
H E
D
S
T O
N
C R
E T
E
B
U I L D
I N
G
2 STORY CONCRETE BUILDING
S
T O
N
C R
E T
E
B
U I L D
I N
G
1 STORY CONCRETE BUILDING
M E
T A
L
H
A N
D R
A I L
2" ELECTRIC RISER X2
R I S
R
RIS
SIA
GM
GM
FA
F A
RIS
V
E
N
T
V
E
N
T
DS
FA
C
O
N
C
R
E
D
W
T
A
N
K
C
O
N
C
R
E
E
P
C
O
N
C
R
E
D
BUILDING
OVERHANG
P V
C
F
E N
C E
E N
T R
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
N C
R E
D
W I T
H
A
D
T R
A N
S F
O R
M E
R
B
B
R I S
S
RIS
G A
T E
G A
T E
T
A S
P H
A
T
C H
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
S T
S T
ST
ST
S T
S T
S T
S T
S T
S T
S T
S T
N: 2991248.70
E: 718680.61
E N
T R
A N
L L
C O
N C
R E
M
P
C O
N C
R E
E
P
C
O
N
C
R
E
D
C O
N C
R E
D
C
O
N
C
R
E
D
W
E
L
E
C
T
R
X
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B
O
U
L
D
E
R
B O
U L D
E R
F E
N C
E
A
S
P
H
A
L
T
STONE WALL
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
A S P H A L T
A S P H A L T
C O
N C
R E
T E
CONCRETE
C
O
N
C
R
E
T
E
S
T
O
L
T
O
L
L
C O
N C
R E
T E
C
O
N
C
R
E
L
L
W
I
I
I R
T
D
I R
T
D
I R
T
D
I R
T
P
L
A
N
T
E
G
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
T
N
C
S
T
E
N
N
E
L
I S
T
I
A
D
E
S
T O
N
C R
E T
E
B
U I L D
I N
G
D
I R
T
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
K
M
U
L
U
N
K
M
A
P
L
E
M
A
P
L
E
M
A
P
L
E
M
U
L
U
N
K
M
A
P
L
E
O
A
K
R
M
W
K
VENT
VENT
O
A
K
VENT
R
W
G
V
E
N
T
V
E
N
T
V
E
N
T
GM
BB
W
G
W
G
R
VENT
W G
T
O
A
K
O
A
K
R=257.64
M
W
VENT
VENT
VENT
R=261.59
S
P
O
S
T
P
O
S
T
O
A
K
K
O
A
K
M
A
P
L
E
M
A
P
L
E
O
A
K
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
O
A
K
M
A
P
L
E
O
A
K
O
A
K
O
A
K
S
O
A
K
O
A
K
M
A
P
L
E
W
G
W
G
M
A
P
L
E
S
T
U
M
P
M
A
P
L
E
K
M
W
S
S
O
A
K
O
A
K
O
A
K
O
A
K
K
C H
K
D E
S
D A
M
CD111
S
C H
R A
E D
I L I T
Y
D
E M
O L
I T
I O
N
P
L
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
M A
R C
H
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
A1
UTILITY DEMOLITION PLAN
SCALE: 1"=20'
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. UTILITY SERVICES TO BE REMOVED TO A POINT 5 FEET OUTSIDE BUILDING
FOUNDATIONS. ALL DEPRESSIONS TO BE FILLED AND COMPACTED TO MATCH
SURROUNDING GRADE.
3. COORDINATE WITH ALL THE STAKEHOLDERS ANY INTERFERENCE WITH EXISTING
ABOVE AND BELOW GRADE UTILITIES SERVING THE BUILDINGS INSIDE THE LIMITS
OF DEMOLITION.
4. THE CONTRACTOR SHALL REMOVE ALL PIPING BETWEEN STORAGE TANKS AND
ADJACENT BUILDINGS.
5. SEE SHEET ED115 FOR ELECTRICAL AND COMM DEMOLITION.
6. CONTRACTOR SHALL ASSUME ALL DIRECT BURIED STEAM LINE INSULATION
CONTAINS ASBESTOS.
7. CONTRACTOR SHALL ASSUME ALL WATER AND SANITARY SEWER PIPING IS
ASBESTOS CEMENT UNLESS NOTED OTHERWISE.
8. CONTRACTOR TO REMOVE FOUNDATION DRAIN FROM ENTIRE PERIMETER OF
BUILDING 1138.
GENERAL SHEET NOTES
LEGEND
N
UTILITY DEMOLITION
BLDG. 1142
B L
D G
BLDG. 1140
B L
D G
TEMPORARY
FENCING
BLDG. 1128
(TO REMAIN)
BLDG. 1139
X
TREE PROTECTION FENCE
TEMPORARY FENCING
TREE
PROTECTION
FENCE
TREE
PROTECTION
FENCE
DO NOT
DISTURB
MONITORING
WELL
20' 40'0
8" SD
5" SS
3" WATERLINE
2" GAS
4" SD
10" CWS & R
6" SD
3' AW
1" GAS
3" WATERLINE
8" CWS & R
6' SS
3" AW
8"SD
6" SD
6" SS
2" WATERLINE
1" GAS
6" SS
3" AW
5" ST & 2" CR
3" ST & 1 1/2" CR
4" SD
5' CWS & R
5" ST & 2" PD
8" FIRE WATER
3" SD
6" FD
SEE NOTE 8
S H
E E
T
A
D D
E D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text T
SCALE N.T.S.
TREE PROTECTION FENCE
D1
SCALE N.T.S.
WATER SERVICE LINE REMOVAL AND CAP
A5
GENERAL NOTES:
1. SEE SHEET C-001 FOR DEMOLITION NOTES.
MULTIPLES OF
10'-0" MAXIMUM
END BAY 10'-0" (MAXIMUM)
BOTTOM RAIL
LINE POST
TOP RAIL
BRACE
TRUSS
RODS
CHAIN
LINK
FABRIC
FINISH
GRADE
ANGLE OR
CORNER POST
T
Y P
SCALE N.T.S.
TEMPORARY FENCING
D5
T
Y P
NOTE:
1. CONTRACTOR MAY INSTALL A THREADED ANCHOR ROD SYSTEM OR A 1 CUBIC YARD POURED IN
PLACE THRUST BLOCK TO PREVENT PIPE SEPARATION.
2. CONTRACTOR SHALL UTILIZE AN END CAP COUPLING SUITABLE FOR USE WITH ASBESTOS CEMENT
PIPE (ROMAC INDUSTRIES EC501 OR APPROVED EQUAL) WHEN CAPPING ASBESTOS CEMENT PIPE.
GROUND SURFCE
M
I N
TEE
MECHANICAL
JOINT CAP
REMOVE
EXISTING
PIPE
THRUST BLOCK
FOR LINES 4"
AND LARGER
THREADED
ANCHOR
RODS
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
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
C-500
S
C H
R A
E D
M O
L I T
I O
N
D
E T
A I
D
D
E T
A I L
A
| Demo - RFIs |
| Amendment 5 |
| G-001 COVER SHEET |
| C-001 GENERAL NOTES |
| C-002 CIVIL LEGEND AND ABBREVIATIONS |
| CD101 SITE DEMOLITION PLAN |
| CD111 UTILITY DEMOLITION PLAN |
| C-500 DEMOLITION DETAILS |
| ED115 ELECTRICAL DEMO PLAN |
File details come from the government source that posted it.