1600391 DWG 03OF12 CIVIL.pdf
PDF 1 MB Posted
- Solicitation number
- N40085-20-R-0033
About this file
This solicitation package describes a federal construction contract opportunity for repair work at Navy Information Operations Detachment Building 106 in Groton, Connecticut. The proposed work includes selective demolition, replacement of an existing fire escape tower, building HVAC replacement, roof replacement, fire protection repairs, structural repairs to the basement and foundation, hazardous material abatement, replacement of interior finishes, exterior masonry and concrete repairs, lightning protection, and electrical equipment replacements, redistribution and related work. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command to provide an adequate and secure facility for military personnel at the specified location. The opportunity number is N40085-20-R-0033 and offers were due by the specified date.
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Text version
O
N
T
O P
F
X
EXISTING BUILDING
SMH
CONCRETE
PAD
CANOPY
CONCRETE WALL
BITUMINOUS
CONCRETE
BITUMINOUS
CONCRETE
BITUMINOUS
CONCRETE
BUILDING
STAIR
ADDITION
BUILDING
B106
B-01
CONC.
PAD
CB
PROTECT SEWER
AND WATER LINES
PROTECT SEWER MANHOLE
AND PIPING
DEMOLISH BUILDING ADDITION
(SEE STRUCTURAL)
REMOVE CONC.
PAD AND CURB
O
N
T
X
EXISTING BUILDING
SMH
CONCRETE
PAD
CANOPY
CONCRETE WALL
BITUMINOUS
CONCRETE
BITUMINOUS
CONCRETE
BITUMINOUS
CONCRETE
BUILDING
STAIR
ADDITION
BUILDING
B106
B-01
12.0'
SAWCUT
PAVEMENT
(TYP.)
SAWCUT PAVEMENT
(TYP.)
PROTECT EXISTING WALL AND CANOPY
SAWCUT PAVEMENT (TYP.)
±10.0'
REMOVE PAVEMENT AND
EXCAVATE TO INSTALL
UNDER PINNING, SEE
STRUCTURAL DRAWINGS)
STRAW
WATTLE
C-101
A3
REMOVE
CONCRETE
PAD
SAWCUT
PAVEMENT
CONC.
PAD
5.0
CB
STRAW
WATTLE
C-101
A3
BITUMINOUS
CONCRETE
PAVING
C101
A1
5.0
CB
BITUMINOUS CONCRETE
PAVING
C-101
A1
8" X 8" 4" TEE
4" WATER SERVICE
TRENCH SECTION -
WATER
C-101
A4
NEW ADDITION BUILDING
(SEE ARCHITECTURAL AND
STRUCTURAL)
BOLLARD
C-101
A2
THRUST BLOCK
C-101
A5
OFFSET 12" IN EACH
DIRECTION TO CENTERLINE
OF BOLLARD (TYP.)
BITUMINOUS CONCRETE
PAVING
C-101
A1
O
N
T
X
EXISTING BUILDING
SMH
BUILDING
B106
B-01 x
GRADE AT DOOR WAY
IS 4" BELOW DOOR
EXISTING CONDITIONS PLAN SITE PREPARATION PLAN SITE PLAN
WARNING TAPE
12"
M I N
12"
TRENCH SECTION - WATER
A4
UNDISTURBED SUBGRADE OR
COMPACTED BACKFILL
COMPACTED SELECT MATERIAL
PLACED IN LIFTS PER
SPECIFICATION
COMPACTED UTILITY BEDDING MATERIAL
M
I N
C
O V
E R
F O
R
W
A T
E R
M
A I N
NOTE: SEE APPLICABLE HARDSCAPE DETAIL
FOR THICKNESS OF HARDSCAPE MATERIAL
AND GRAVEL BASE COURSE.
BITUMINOUS CONCRETE PAVEMENT
A1
THRUST BLOCKS - FORCE MAIN
A5
N
2"
12"
PAVEMENT REMOVAL
BUILDING REMOVAL
LEGEND
PROPOSED PAVEMENT
LEGEND
SAWCUT PAVEMENT
PROPOSED WATER LINE
NEW ADDITION BUILDING
STEEL BOLLARD
A2
C-101.1
E
F
I N
A L
S I T
E
P
L A
N
P
H A
S E
BID OPTION #3
BID OPTION #3
BID OPTION #3
BID OPTION #3
(REMOVAL OF
CONCRETE PAD)
NOTE: SLOPE PAVED AREAS AWAY FROM BUILDING
TO MATCH EXISTING GRADES AT EDGE OF
NEW PAVEMENT. GRADES AT BUILDING TO
MATCH EXISTING GRADES TO THE GREATEST
EXTENT POSSIBLE.
COMPACTED GRAVEL BASE
(AGGREGATE BASE COURSE)
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
T
H
V
Y N
A V
L
C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
S Y M D E S C R I P T I O N
D A T E
A P P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C L A S S I F I E D
F O R
O F F I C I A L
U S E
O N L Y
SYMMES MAINI & McKEE ASSOCIATES
1000 Massachusetts Avenue
Cambridge, Massachusetts 02138
P: 617.547.5400 F: 617.648.4920
F I L E
N A M E
L A Y O U T
N A M E
P L O T T E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
Y D o c u m e n t s R e v i t L o c a l C E N T R A L A r w a s s m e r r v t
A M
P R
O
JE
C T
R M
-1
2:
R E
P A
IR
N
A V
Y
IN
F.
O
P E
R A
TI
O
N S
D E
TA
C
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T, B
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G
D E
P A
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T
T
H
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Y
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R d
G r o t o n
C
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D E P A R T M E N T
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N A V Y
C r y s t a l
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G r o t o n
C T
X X X X
JCH JCHACO
12811589
DLB
PROPOSED BOLLARD
I S
S U
D
C
N
S T
R U
C T
I O
N
STRAW WATTLE
A3
STRAW WATTLE
SECURE STRAW WATTLES
IN PLACE AT 4 FEET ON
CENTER
12" DIAMETER STRAW
WATTLE
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text W
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.T.S.
C-101.1 SITE PLAN
2020-04-04T08:47:38-0400
| 2020-04-05T08:28:40-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-04-05T08:29:07-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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