ATTACHMENT C - MBW Q6_Combined Bid Option Drawings.pdf
PDF 31 MB Posted
- Solicitation number
- FY-25-6070919
About this file
This file contains combined bid option drawings related to Quarters 6 rehabilitation project at Marine Barracks Washington, D.C. The drawings appear to be architectural and engineering plans that provide technical specifications and visual details for contractors to reference when preparing bids for the renovation work of this multi-rise, mixed-use facility.
No specific text-based content is provided to summarize, as this appears to be a technical drawing package. The drawings would likely include floor plans, elevations, structural details, and other construction specifications needed for bidders to understand the scope of work for the rehabilitation project that includes enlisted housing units, dining facilities, fitness center, armory, and NCO club components.
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Text version
UP
LAUNDRY
B01
STORAGE
B02
STORAGE
B05
STORAGE
B04
STORAGE
B06
ACTIVITY
B07
HALL
B09
HALL
B10HALL
B14
STORAGE
B16
ELEC ROOM
B18 MECH ROOM
B15
STORAGE
B12
TOILET
B13
STAIR 2
B22
VESTIBULE
B20
CLOSET
B11
STAIR
B21
VESTIBULE
B08
CRAWLSPACE
B19
SCALE:B1_SD100 3/16" = 1'-0"
1 BASEMENT DEMO PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_SD100
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
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W
OR
KS
D
EP
AR
TM
EN
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W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
O
N
AHL / MWW
THC
SLS
1700167
PLAN
NORTH
0 4' 8' 12' 16'
3/16" = 1'-0"
PWD WASHINGTON
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski Text Box 2024-12-06
HALL
LIVING ROOM
LIVING ROOM
HALL
DINING ROOM
HALL
VESTIBULE
RECEPTION
ROOM
POWDER ROOM
VESTIBULE
STAIR 1
CLOSET
WOMENS TOILET
STAIR 3
MENS TOILET
UNISEX TOILET
MECH
KITCHEN
PORCH
PANTRY
UPUP
UPUP
UP
SOLARIUM
B01_S500
SCALE:B01_SD101 3/16" = 1'-0"
1 FIRST FLOOR DEMO PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_SD101
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
0 4' 8' 12' 16'
3/16" = 1'-0"
PWD WASHINGTON
SCALE:B01_SD101 NTS
2 EXISTING WOOD JOIST REMOVAL
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
B01
STORAGE
B02
STORAGE
B04
STORAGE
B06
ACTIVITY
B07
HALL
B09
HALL
B10HALL
B14
STORAGE
B16
ELEC ROOM
B18
MECH ROOM
B15
STORAGE
B12
TOILET
B13
STAIR 2
B22
VESTIBULE
B20 CLOSET
B11
STAIR
B21
VESTIBULE
B08
CRAWLSPACE
B19
B01_S500
B01_S500
SCALE:B01_S100 3/16" = 1'-0"
1 BASEMENT FLOOR PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S100
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
04' 8' 12'
3/16" = 1'-0"
2' 4'2'
PWD WASHINGTON
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
LIVING ROOM
LIVING ROOM
HALL
DINING ROOM
HALL
VESTIBULE
RECEPTION
ROOM
POWDER ROOM
VESTIBULE
STAIR 1
CLOSET
WOMENS TOILET
STAIR 3
MENS TOILET
UNISEX TOILET
MECH
SOLARIUM
KITCHEN
PORCH
PANTRY
UPUP
UPUP
UP
B01_S500
B01_S501
B01_S502
B01_S500
SCALE:B01_S101 3/16" = 1'-0"
1 FIRST FLOOR PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S101
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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TE
M
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CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
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W
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KS
D
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TM
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W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
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T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
PWD WASHINGTON
NORTH
04' 8' 12'
3/16" = 1'-0"
2' 4'2'
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
STUDY
DRESSING ROOM
BATHROOM
BEDROOM
BATHROOM
CLOSET
HALL
BATHROOM
BEDROOM
LIVING AREA
HALL
220 UTILITY
CLOSET
STAIR 2
STAIR 1
BEDROOM
201 STAIR 3
CLOSET
CLOSET
ANTE ROOM
TOILET
CLOSET
TERRACE
B01_S200
SCALE:B01_S102 3/16" = 1'-0"
1 SECOND FLOOR PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S102
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
04' 8' 12'
3/16" = 1'-0"
2' 4'2'
PWD WASHINGTON
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
BEDROOM
BATHROOM
HALL
CLOSET
BEDROOM
CLOSET
CLOSET
BATHROOM
HALL
STAIR 2
HALL
HALL
CLOSET
CLOSET
BEDROOM
LIVING AREA
CLOSET
CLOSET
BEDROOM
HALL
STAIR 1
CLOSET
308A
B01_S200
SCALE:B01_S103 3/16" = 1'-0"
1 THIRD FLOOR PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S103
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
04' 8' 12'
3/16" = 1'-0"
2' 4'2'
PWD WASHINGTON
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
B01_S501
B01_S501
B01_S501
B01_S200
B01_S501
B01_S200
SCALE:B01_S200 1/2" = 1'-0"
1 FIRST-SECOND FLOOR INTERMEDIATE LANDING PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S200
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
2'
SCALE:B01_S200 1/2" = 1'-0"
2 SECOND-THIRD FLOOR INTERMEDIATE LANDING PLAN
0 2' 4'
1/2" = 1'-0"
PWD WASHINGTON
SCALE:B01_S200 1" = 1'-0"
3 PARTIAL PLAN
SCALE: 1" = 1'-0"
4 TYPICAL SISTER DETAIL
B01_S200
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
2A B01_S500
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S500
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
SLS
1700167
0 1' 2' 3'
1" = 1'-0"
SCALE:B01_S500 1" = 1'-0"
3 TYPICAL JOIST BRICK REPAIR
SCALE:B01_S500 1" = 1'-0"
4 BEAM BEARING SECTION
PWD WASHINGTON
SCALE:B01_S500 1" = 1'-0"
2A B15 JOIST BEARING DETAIL
SCALE:B01_S500 3/4" = 1'-0"
5 SECTION AT CRAWL SPACE
SCALE:B01_S500
1" = 1'-0"
6 SECTION AT BASEMENT WALL
SCALE:B01_S500 1 " = 1'-0"
1 EXISTING BRICK REMOVAL @ JOISTS
SCALE:B01_S500 1 " = 1'-0"
2 EXISTING JOIST REMOVAL SECTION
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
SCALE:B01_S501 1" = 1'-0"
1 NEW JOIST DETAIL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
/09
/20
PW
D
W
AS
HI
NG
TO
N
B01_S501
JEB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- W
AS
HI
NG
TO
N
PU
BL
IC
W
OR
KS
D
EP
AR
TM
EN
T
W
AS
HI
NG
TO
N, D .C
M
AR
IN
E
BA
RR
AC
KS
W
AS
HI
NG
TO
N
DC
G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
FY
M
BW
Q
UA
RT
ER
S
RE
NO
VA
TI
0 1' 2' 3'
1" = 1'-0"
SCALE:B01_S501 1" = 1'-0"
3 FIRST-SECOND FLOOR INTERMEDIATE LANDING
SCALE:B01_S501 1" = 1'-0"
4 WALL BEARING DETAIL @ INTERMEDIATE LANDING
SCALE:B01_S501 1" = 1'-0"
5 SECTION AT STAIR SUPPORT
PWD WASHINGTON
6/9/2023 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
R
EF
R
EF
R
EF
UP
UP
LAUNDRY
B01
STORAGE
B02
STORAGE
B04
STORAGE
B06
ACTIVITY
B07
VESTIBULE
B08
HALL
B09
HALL
B10
HALL
B14
STORAGE
B16
ELEC ROOM
B18
MECH ROOM
B15
VESTIBULE
B20
STORAGE
B12
TOILET
B13
STAIR
B21
CRAWLSPACE
B19
STAIR 2
B11
CLOSET
B10A
02.0102.01
02.0102.01 02.0102.01
02.0102.0102.01 02.0102.01
STORAGE
B05
5'
- 0
5'
- 0
ALIGN
02.01
02.01
02.50
5'
- 0
5'
- 0
GENERAL NOTES (DEMOLITION)
1. VERIFY ALL DIMENSIONS DESCRIBING EXTENT OF DEMOLITION
IN FIELD. ALL NOTED QUANTITIES ARE ESTIMATED FOR BIDDING
PURPOSES. LIMIT DISMANTLING, DETACHMENT, OR REMOVAL OF
HISTORIC FINISHES ONLY TO THE EXTENT REQUIRED TO
COMPLETE DEMOLITION AND NEW WORK.
2. COORDINATE ALL DEMOLITION WITH NEW WORK. NOTIFY
CONTRACTING OFFICER IMMEDIATELY OF ANY CONFLICT.
3. REFER TO STRUCTURAL DRAWINGS FOR REMOVAL OF
EXISTING STRUCTURAL BUILDING ELEMENTS INCLUDING BUT NOT
LIMITED TO SLAB, WALL AND ROOF.
4. REFER TO MEP DRAWINGS FOR REMOVAL OF EXISTING
MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES AND
EQUIPMENT.
5. DIMENSIONS TO AREAS OF DEMOLITION ARE TO NEW FINISH
OPENINGS/CONDITIONS. CONTRACTOR MUST ACCOUNT FOR THE
TOOTHING OR TYING IN OF NEW WORK WHEN DETERMINING
EXTENTS OF DEMOLTION FOR NEW OPENINGS IN EXISTING
CONSTRUCTION.
6. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS
OTHERWISE NOTED.
7. NOTIFY CONTRACTING OFFICER OF FURNITURE AND
FURNISHINGS WHICH REQUIRE REMOVAL AND STORAGE DURING
CONSTRUCTION IN ORDER TO COMPLETE WORK. REMOVAL AND
STORAGE BY OTHERS.
EXISTING CONSTRUCTION TO BE REMOVED
EXISTING CONSTRUCTION TO REMAIN
LEGEND (DEMOLITION)
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE REMOVED
AREA OF FLOOR ASSEMBLY TO BE REMOVED
PATCH AND REPAIR
ESTIMATED QUANTITIES
(TOTAL OF ALL FLOORS)
(DEMOLITION)
2.01 725 SF
2.50 6 LF
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y N
AV
AL
F
AC
IL
IT
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S
EN
G
IN
EE
R
IN
G S
YS
TE
M S C O M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M S
CO
M M
AN
D W
AS
HI
NG
TO
N
W
AS
H
IN
G
TO
N , D
C
AS NOTED
W
AS
H
IN
G
TO
N N
AV
Y
YA
R D
3200 LANGSTON BLVD, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
SLS
6/ 6/ :5 7:
P M
BO1_AD100
FY
M B W Q U A R
TE
R S R E N O V A
TI
O N
BA
SE
M
EN
T
FL
O O R
PL
AN
DE
M O
Checker
13148240
Designer Author
PWD WASHINGTON
AHL / MWW
1700167
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
THC
JEB
BO
1_
AD
PW
D W
AS
H
IN
G
TO
N 6/ /2
/09
/20
PW
D W
AS
HI
NG
TO
N
SCALE: 3/16" 1'-0"BO1_AD100
1 BASEMENT FLOOR PLAN - DEMO - BID OPTION 1
DEMOLITION KEYNOTES
02.01 REMOVE PORTION OR ENTIRE CONCRETE SLAB-ON-GRADE
AND EXISTING FLOOR FINISH AS INDICATED BY HATCH ON
DRAWING. REFER TO STRUCTURAL AND MECHANICAL FOR
ADDITIONAL SCOPE OF WORK.
02.50 REMOVE WALL/DOOR AND FRAME.
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
EF
R
EF
R
EF
UP
UP
LAUNDRY
B01 STORAGE
B02
STORAGE
B04
STORAGE
B06
ACTIVITY
B07
HALL
B09
HALL
B10
HALL
B14
STORAGE
B16ELEC ROOM
B18
MECH ROOM
B15
STORAGE
B12TOILET
B13
STAIR 2
B11
VESTIBULE
B20
TELE/DATA
B18A
CLOSET
B10A
STAIR
B21
VESTIBULE
B08
CRAWLSPACE
B19
07.01
07.01
07.01
07.01
09.0803.0103.01
03.01 03.01
03.01
11 3/4"
3/ 4"
09.14
BO1_A-501
B14
B09
B18
VIF
5 3/4"
1'
- 0
07.11
2' - 1"
07.04 03.01 07.04
03.01
03.0103.01
03.01
07.04
08.06
09.08
09.08 09.08
07.04
STORAGE
B05
STEEL STUD
FRAMED
PARTITION
SPOT GROUT AT
JAMB ANCHORS
SEALANT, TYP
2"
HOLLOW METAL
FRAME TYPE 1,
FINISH WITH PT-L
DOOR TYPE F,
3'-0" x 6'-8"
FINISH WITH PT-L PA
RT
IT
IO
N
TH
IC
KN
ES
S
CO
OR
DI
NA
TE
W
IT
H
1/2
1/2
1 3 /4"
STEEL STUD FRAMED
PARTITION
SEALANT, TYP
2"
HOLLOW METAL FRAME
TYPE 1, FINISH WITH PT-L
DOOR TYPE F, 3'-0" x 6'-8"
FINISH WITH PT-L
PARTITION THICKNESS
COORDINATE WITH
1/2" 1/2"
1 3/4"
STRUCTURE ABOVE
CONTINUOUS STEEL RUNNER
(1) LAYER OF 5/8" GYPSUM BOARD
EACH SIDE
PLAN
BASE
HEAD
STEEL STUD FRAMING
5"
CONTINUOUS STEEL RUNNER
TOP OF STRUCTURAL SLAB
STEEL STUD FRAMED PARTITION
1 3 5/8" STEEL STUD
STRUCTURE ABOVE
CONTINUOUS ACOUSTICAL
SEALANT EACH SIDE.
CONTINUOUS STEEL RUNNER
(1) LAYER OF 5/8" GYPSUM BOARD
PLAN
BASE
HEAD
STEEL STUD FRAMING
CONTINUOUS STEEL RUNNER
CONTINUOUS ACOUSTICAL SEALANT
TOP OF STRUCTURAL SLAB
STEEL STUD FRAMED PARTITION
2 1 5/8" STEEL STUD
GENERAL NOTES (FLOOR PLANS)
1. ALL DIMENSIONS ARE TO FACE OF FINISH UNO.
2. QUANTITIES NOTED AT KEYNOTES ARE ESTIMATED FOR
BIDDING PURPOSES. ALL QUANTITIES TO BE VERIFIED IN FIELD.
LEGEND (FLOOR PLANS)
NEW CONSTRUCTION
EXISTING CONSTRUCTION TO REMAIN
EXISTING DOOR TO REMAIN
NEW DOOR
PATCH AND REPAIR
ESTIMATED QUANTITIES
(TOTAL OF ALL FLOORS)
2.27 2 SF
3.01 710 SF
9.08
9.09
336 SF
432 SF
9.13 75 SF
(NEW WORK)
9.20 25 SF
9.21 35 SF
9.24 46 SF
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S C O M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M S
CO
M M
AN
D W
AS
HI
NG
TO
N
W
AS
H
IN
G
TO
N , D
C
AS NOTED
W
AS
H
IN
G
TO
N N
AV
Y
YA
R D
3200 LANGSTON BLVD, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
SLS
6/ 6/ :5 7:
P M
BO1_A-100
FY
M B W Q U A R
TE
R S R E N O V A
TI
O N
BA
SE
M
EN
T
FL
O O R
PL
AN
BB
13148241
AM SI
PWD WASHINGTON
AHL / MWW
1700167
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
THC
JEB
BO
1_ A-
PW
D W
AS
H
IN
G
TO
N 6/ /2
/09
/20
PW
D W
AS
HI
NG
TO
N
SCALE: 3/16" 1'-0"BO1_A-100
5 BASEMENT FLOOR PLAN - BID OPTION 1
KEYNOTES
03.01 PROVIDE CONCRETE SLAB. ALIGN TOP OF SLAB WITH
EXISTING FLOOR LEVEL. REF: STRUCTURAL
07.01 PROVIDE THROUGH-WALL DAMP PROOF COURSE IN
EXISTING BRICK MASONRY WALL. PROVIDE FOUNDATION
DRAINS ON NORTH AND SOUTH SIDES OF B14 WALLS.
PROVIDE CONCRETE SLAB, REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
07.04 UNDERSLAB PERFORATED PIPE SHOWN DASHED. REFER
TO 1/BO1_A-501 FOR ADDITIONAL INFORMATION.
07.11 CONNECT UNDERSLAB PERFORATED PIPE WITH EXISTING
SUMP PIT. REMOVE EXISTING SLAB. PROVIDE NEW
CONCRETE SLAB ON GRADE WITH REINFORCEMENT
ATTACHED TO ADJACENT EXISTING SLAB.
08.06 PROVIDE FLOOR ACCESS HATCH. COORDINATE LOCATION
WITH MASONRY WALLS BELOW SLAB. BASIS OF DESIGN:
BILCO SINGLE LEAF ACCESS DOOR TYPE T (OR APPROVED
EQUAL).
09.08 PROVIDE VINYL TILE FLOOR FINISH AND VINYL WALL BASE.
09.14 INSTALL FURRED WALL AT MECHANICAL CHASE. REFER TO
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
TRUE
NORTH
0 4' 8' 12' 16'
3/16" 1'-0"
SCALE: 3" 1'-0"BO1_A-100
4 DOOR JAMB DTL - BID OPTION 1
SCALE: 3" 1'-0"BO1_A-100
3 DOOR HEAD DTL - BID OPTION 1
SCALE: 1 1/2" 1'-0"BO1_A-100
1 PARTITION TYPE 1 DETAILS - BID OPTION 1
SCALE: 1 1/2" 1'-0"BO1_A-100
2 PARTITION TYPE 2 DETAILS - BID OPTION 1
0 3" 6" 9" 12"
3" 1'-0"
0 1/2' 1' 1 1/2' 2'
1 1/2" 1'-0"
DOOR SCHEDULE - BID OPTION 1
DOOR
NO. ROOM NAME
DOOR FRAME DETAILS HARDWARE
SET REMARKS
BID
OPTIONWIDTH HEIGHT THICKNESS TYPE FINISH TYPE FINISH HEAD JAMB SILL
BASEMENT
B18 ELEC ROOM 3' - 0" 6' - 8" 1 3/4" F PT-L 1 PT-L 3/B01_A-100 2/B01_A-100 N/A H6 PROVIDE DOOR CLOSER 1
ROOM FINISH SCHEDULE - BID OPTION 1
ROOM
NO.
ROOM
NAME FLOOR BASE REMARKS
BID
OPTIONS
B01 LAUNDRY VCT-1 & VCT-2 RB-1 LAY VCT IN A CHECKERBOARD PATTERN TO MATCH EXISTING 1 B02 STORAGE VCT-1 & VCT-2 RB-1 LAY VCT IN A CHECKERBOARD PATTERN TO MATCH EXISTING 1
B12 STORAGE VCT-1 & VCT-2 RB-1 1
B14 HALL VCT-1 & VCT-2 RB-1 1
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
STAIR 1
DN
09.20
15 SF
GENERAL NOTES (FLOOR PLANS)
1. ALL DIMENSIONS ARE TO FACE OF FINISH UNO.
2. QUANTITIES NOTED AT KEYNOTES ARE ESTIMATED FOR
BIDDING PURPOSES. ALL QUANTITIES TO BE VERIFIED IN FIELD.
LEGEND (FLOOR PLANS)
NEW CONSTRUCTION
EXISTING CONSTRUCTION TO REMAIN
EXISTING DOOR TO REMAIN
NEW DOOR
PATCH AND REPAIR
STAIR 1
CLOSET
09.1309.13
75 SF
(E)
(E)
09.20
10 SF
GENERAL NOTES (REFLECTED CEILING PLANS)
1. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
2. ALL DIMENSIONS ARE TO FACE OF FINISH UNO.
3. ALL FIXTURES LABELED WITH "(E)" ARE EXISTING TO REMAIN.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
CEILING HEIGHT AFF
2 x 2 ACOUSTIC CEILING TILE
2 x 2 PRESSED TIN CEILING (EXISTING)
2'-0 x 2'-0" RECESSED LIGHT FIXTURE
1'-0 x 4'-0" RECESSED LIGHT FIXTURE
DIRECT/INDIRECT PENDANT LIGHT FIXTURE -
SUSPENDED
SURFACE MOUNTED PENDANT LIGHT
FIXTURE
SUSPENDED CHANDELIER
WALL SCONCE
RECESSED DOWNLIGHT
9' - 0"
LEGEND (REFLECTED CEILING PLANS)
PATCH AND REPAIR
STAIR 1
13' - 2 1/4" VIF
(E)
09.21
35 SF
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S C O M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M S
CO
M M
AN
D W
AS
HI
NG
TO
N
W
AS
H
IN
G
TO
N , D
C
AS NOTED
W
AS
H
IN
G
TO
N N
AV
Y
YA
R D
3200 LANGSTON BLVD, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
SLS
6/ 6/ :5 7:
P M
BO1_A-102
FY
M B W Q U A R
TE
R S R E N O V A
TI
O N
SE
CO
ND
F
LO
O R
PL
AN
A
ND
F
IR
ST
S
EC
O
ND
F
LO
O R
RE
FL
EC
TE
D
CE
IL
IN
G P
LA
N
BB
13148242
AM SI
PWD WASHINGTON
AHL / MWW
1700167
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
THC
JEB
BO
1_ A-
PW
D W
AS
H
IN
G
TO
N 6/ /2
/09
/20
PW
D W
AS
HI
NG
TO
N
SCALE: 3/16" 1'-0"BO1_A-102
1 SECOND FLOOR PLAN - BID OPTION 1
KEYNOTES
09.13 REMOVE GWB SOFFIT. PROVIDE NEW PLASTER FINISH.
PREPARE, PRIME, AND PRINT.
09.20 REMOVE PORTION OF PLASTER WALL TO FACILITATE
DEMOLITION AND NEW WORK. PATCH TO MATCH EXISTING
AFTER WORK IS COMPLETED. REFINISH WALL.
09.21 REMOVE PORTION OF PLASTER CEILING TO FACILITATE
DEMOLITION AND NEW WORK. PATCH TO MATCH EXISTING
AFTER WORK IS COMPLETED. REFINISH CEILING.
TRUE
NORTH
0 4' 8' 12' 16'
3/16" 1'-0"
SCALE: 3/16" 1'-0"BO1_A-102
2 FIRST FLOOR REFLECTED CEILING PLAN - BID OPTION 1
SCALE: 3/16" 1'-0"BO1_A-102
3 SECOND FLOOR REFLECTED CEILING PLAN - BID OPTION 1
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
B01
STORAGE
B02
STORAGE
B04
STORAGE
B06
ACTIVITY
B07
HALL
B09
HALL
B10
HALL
B14
STORAGE
B16
ELEC ROOM
B18
MECH ROOM
B15
STORAGE
B12
TOILET
B13
STAIR 2
B11
VESTIBULE
B20
TELE/DATA
B18A
CLOSET
B10A
VESTIBULE
B08
CRAWLSPACE
B19
8' - 3 1/4" VIF
8' - 6 1/4" VIF
8' - 5 1/4" VIF
8' - 3 1/2" VIF
6' - 9 3/4" VIF
8' - 3 1/4" VIF
8' - 3 1/2" VIF
8' - 3 1/2" VIF
6' - 9 3/4" VIF
8' - 3 1/2" VIF
8' - 3 1/2" VIF
8' - 6 3/4" VIF
8' - 6 1/4" VIF
6' - 9 3/4" VIF
09.16
STORAGE
B05
E
E E
E
E E E E
E
E
E EE
E
E
E
EEE
E
E
E
E E
EE
E
E E E E 09.09
09.09
09.24 09.24 E
E
GENERAL NOTES (REFLECTED CEILING PLANS)
1. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
2. ALL DIMENSIONS ARE TO FACE OF FINISH UNO.
3. ALL FIXTURES LABELED WITH "(E)" ARE EXISTING TO REMAIN.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
4. REFER TO A-611 FOR FINISH INFORMATION FOR AREAS
WITHIN THE SCOPE OF THE WORK.
CEILING HEIGHT AFF
2 x 2 ACOUSTIC CEILING TILE
2 x 2 PRESSED TIN CEILING (EXISTING)
2'-0 x 2'-0" RECESSED LIGHT FIXTURE
1'-0 x 4'-0" RECESSED LIGHT FIXTURE
DIRECT/INDIRECT PENDANT LIGHT FIXTURE -
SUSPENDED
SURFACE MOUNTED PENDANT LIGHT
FIXTURE
SUSPENDED CHANDELIER
WALL SCONCE
RECESSED DOWNLIGHT
9' - 0"
LEGEND (REFLECTED CEILING PLANS)
PATCH AND REPAIR
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S C O M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M S
CO
M M
AN
D W
AS
HI
NG
TO
N
W
AS
H
IN
G
TO
N , D
C
AS NOTED
W
AS
H
IN
G
TO
N N
AV
Y
YA
R D
3200 LANGSTON BLVD, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
SLS
6/ 6/ :5 7:
P M
BO1_A-110
FY
M B W Q U A R
TE
R S R E N O V A
TI
O N
BA
SE
M
EN
T
RE
FL
EC
TE
D
CE
IL
IN
G P
LA
N
BB
13148243
AM SI
PWD WASHINGTON
AHL / MWW
1700167
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
THC
JEB
BO
1_ A-
PW
D W
AS
H
IN
G
TO
N 6/ /2
/09
/20
PW
D W
AS
HI
NG
TO
N
SCALE: 3/16" 1'-0"BO1_A-110
1 BASEMENT FLOOR REFLECTED CEILING PLAN - BID OPTION 1
KEYNOTES
09.09 REMOVE ACOUSTICAL CEILING TILE FROM SUSPENDED
TRACK AS NEEDED TO FACILITATE ABOVE CEILING
REPAIRS. FOR ANY DAMAGED TILE, PROVIDE
REPLACEMENT ACOUSTICAL CEILING TILE IN EXISTING
SUSPENDED TRACK.
09.16 ALTER EXISTING SUSPENDED CEILING TRACK TO ALLOW
NEW WALL TO EXTEND ABOVE ACT CEILING.
09.24 REMOVE PORTION OF GWB CEILING TO FACILITATE
DEMOLITION AND NEW WORK. PATCH TO MATCH EXISTING
AFTER WORK IS COMPLETED. REFINISH CEILING.
TRUE
NORTH
0 4' 8' 12' 16'
3/16" 1'-0"
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
B14
LAUNDRY
B01 STORAGE
B16
EXISTING MASONRY WALL
OPENING IN MASONRY
WALL FOR MECHANICAL
VENTILATION WITH
PRECAST CONCRETE
LINTEL, REF: STRUCTURAL
EXIST CEMENT PLASTER WALL FINISH TO BE
PATCHED/REPAIRED AFTER INSTALLATION OF
NEW CONCRETE SLAB, TYP
REMOVE AND PROVIDE
CONCRETE SLAB, REF:
STRUCTURAL
PROVIDE THROUGH-WALL
DAMP COURSE BOTH WALLS
PROVIDE PERFORATED PIPE
FOUNDATION DRAIN IN BED
OF GRAVEL LOCATED BELOW
DAMP COURSE, BOTH SIDES
AND AT CENTER OF
HALLWAY
BASEMENT
-9' 3 1/4" V.I.F.
REMOVE AND PROVIDE
CONCRETE SLAB, REF:
STRUCTURAL
CONCRETE BLOCK
MASONRY WALL BEYOND,
TYP, REF. STRUCTURAL
BO1_A-501
TYP
2'- 0" M
IN
, T
YP
PIPE SLEEVE, REF:
MECHANICAL
WALL FOOTING BEYOND
SHOWN DASHED, REF:
STRUCTURAL
2'
- 0
VIF
1' - 1 1/2"
SE
E 2
/BO
1_A -50
JO
INT
OP
EN
INGPROVIDE DPC IN EXISTING WALL JOINT
WHERE MORTAR HAS BEEN REMOVED.
DPC CONSISTS OF 15" WIDE 10 MIL
POLYETHYLENE SHEET ENVELOPES
WITH NON-SHRINK INJECTION GROUT.
GROUT TO FILL JOINT TIGHTLY. DO NOT
ALLOW GROUT-FILLED ENVELOPE TO
EXTEND BEYOND FACE OF WALL.
LOCATE DPC IMMEDIATELY BELOW
HEADER COURSE
PROVIDE DRAINAGE BOARD
AT FACE OF EXISTING
MASONRY WALL
3/4
EXTEND SEALED EDGE OF
DPC FROM FACE OF WALL
PROVIDE OVERLAP
BETWEEN JOINTS IN DPC
OUTLINE OF CONCRETE BLOCK
WALL, REF STRUCTURAL
PROVIDE CONCRETE
SLAB, REF: STRUCTURAL
EXISTING CEMENT
PLASTER FINISH
PROVIDE CONCRETE SLAB ON
GRADE, REF: STRUCTURAL
MAINTAIN SEPARATION OF
SLAB WITH FACE OF
EXISTING WALL, TYP
REPOINT/REPAIR ALL BRICK
EXPOSED DURING EXCAVATION
PRIOR TO INSTALLATION OF DAMP
PROOF COURSE (DPC)
GRAVEL FILL
GRAVEL FILL
BASEMENT
-9' 3 1/4" VIF
EXISTING THREE WYTHE AMERICAN
BOND BRICK MASONRY WALL. BRICK
SIZES VARY WITH TYPICAL UNIT
DIMENSIONED AT 4" DEEP X 9" LONG X
2 3/4" TALL AND TYPICAL MORTAR
JOINT MEASURING 3/4" WIDE
PROVIDE PERFORATED PIPE
FOUNDATION DRAIN IN BED
OF GRAVEL LOCATED BELOW
DPC
PROVIDE SHIM DURING
INSTALLATION OF ENVELOPE TO
CREATE ANGLED EDGE TO
ALLOW 3" MIN. OVERLAP WITH
ADJACENT ENVELOPE , TYP
DAMP PROOF COURSE (DPC)
REF: STRUCTURAL FOR DIM AT WALL OPENINGS & CORNERS
2' - 0" JOINT OPENING WIDTH @ AT TYPICAL WALL
REPOINT/REPAIR ALL BRICK
EXPOSED DURING EXCAVATION
PRIOR TO INSTALLATION OF DPC
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S C O M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M S
CO
M M
AN
D W
AS
HI
NG
TO
N
W
AS
H
IN
G
TO
N , D
C
AS NOTED
W
AS
H
IN
G
TO
N N
AV
Y
YA
R D
3200 LANGSTON BLVD, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
SLS
6/ 6/ :5 7:
P M
BO1_A-501
FY
M B W Q U A R
TE
R S R E N O V A
TI
O N
SE
CT
IO
N
PL
AN
A
ND
D
ET
AI
LS
BB
13148244
AM SI
PWD WASHINGTON
AHL / MWW
1700167
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
THC
JEB
BO
1_ A-
PW
D W
AS
H
IN
G
TO
N 6/ /2
/09
/20
PW
D W
AS
HI
NG
TO
N
SCALE: 1/2" 1'-0"BO1_A-501
1 SECTION DETAIL AT BASEMENT FLOOR SLAB
SCALE: 1 1/2" 1'-0"BO1_A-501
3 AXON DETAIL AT DAMP PROOF COURSE
SCALE: 3" 1'-0"BO1_A-501
2 ELEVATION DETAIL OF DAMP PROOF COURSE
0 1/2' 1' 1 1/2' 2'
1 1/2" 1'-0"
0 3" 6" 9" 12"
3" 1'-0"
0 1' 2' 4' 6'
1/2" 1'-0"
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
E
F R
E F
R E
F
DOAS-1
FCU-B16
FCU-123
FCU-106
F C
U -B
FCU-B07
FC
FC
(E)SUMP
PIT
FC
FC
1-1/4''D UP
2''CWS UP
2''CWR UP
1-1/2''HWR UP
1-1/2''HWS UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
1-1/4''D UP
3/4''CWR UP
3/4''HWR UP
3/4''CWS UP
3/4''HWS UP
FCU-B18
1-1/4"D
H-1
CP-1
T T
T
P-2B
P-2A
B-1A B-1B
(E)FL.D.
FS
(E)FL.D
(E)FL.D
ET-2
ET-1
P-3A
P-1B
P-1A P-3B
AS-2
P-DOAS-1
F-2
1''CWR
3/4''HWR
3/4''HWS
1''CWS
1-1/4''D
3/4''CWR
3/4''HWR
3/4''HWS
3/4''CWS
1-1/4''D
2''CWR
2''HWR
2-1/2''CWS
3''CWS
3''CWS
BT-1
1-1/4"D
TO (E) FL.D.
3''CWS
1''HWR
1''HWS
1''HWR
1''HWS
3''CWS
3/4''HWS
AS-1
2''HWR
2''HWS
2-1/2''CWS
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWR UP
3/4''CWS UP
3/4''HWR UP
3/4''HWS UP
1-1/4''D UP
1-1/4''D UP
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWR UP
3/4''HWS UP
3/4''CWS UP
3/4''HWR UP
3/4''CWR UP
1-1/4''D UP
1-1/4''D
3/4''CWS UP
3/4''HWS UP
3/4''HWR UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
3/4''CWR UP
1-1/4''D UP
3/4''CWS UP
3/4''CWR UP
3/4''HWR UP
3/4''CWS UP
3/4''HWS UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
1-1/4''D UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
1''HWS
1-1/4''CWR
1''HWR
1-1/4''CWS
1-1/4''D
1-1/4''D UP
3/4''CWS UP
3/4''CWR UP 3/4''HWR UP
3/4''HWS UP
3/4''HWR
3/4''CWR
3/4''CWS
3/4''HWS
FL.D.
2"HWS/R
BYPASS
1-1/4''D
SF-1 SF-2
C .O
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
3/4''HWS UP
3/4''HWR UP
3/4''CWR UP
3/4''CWS UP
FC
1-1/4"D UP
1-1/4''D UP
1-1/4''D UP
T
T
C.O.
C .O
. 1
CP-2
BO1_M-401
G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL CONCEALED PIPE INSULATION IS ASSUMED TO BE ACM.
REFER TO SPECIFICATION.
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:0
P
M
BO1_MD101
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
P
IP
IN
G
B
A S
E M
E N
T F
LO
R
P
LA
N
AJ
13148245
LB LB
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
R
IN
E B
A R
R A
C K
S W
A S
H
IN
G T
O N
D C
B O
M
D
S U
B M
IS
S
IO
N
/2
/2
BASEMENT FLOOR PLAN1
NOTES
1 DEMOLISH EQUIPMENT, ASSOCIATED SUPPORTS,
CONTROLS WIRING, INSULATION, AND ALL APPURTENANCES
COMPLETE.
2 DEMOLISH PIPING, INSULATION, HANGERS, AND ALL
APPURTENANCES COMPLETE.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
E
F R
E F
R E
F
FCU-B16
FCU-123
FCU-106
F C
U -B
FCU-B07
8ø
(E)SUMP
PIT
F-1
8"∅ UP TO FCU-105 10"∅ UP
TO FCU-108B
8"∅ UP8"∅ UP
F C
U -B
B-1BB-1A
H-1
DOAS-1
(E)6x6
T T
T
T
F-2
24x16 x1
22x14
20x10 x8
8x8
24x6 UP
8x8
8x6 UP x1
8x88x8
12x12
8x6
10x8
UH-1 UH-2
10"∅ UP
TO FCU-108A
300 300
80 80
8"∅ UP TO
(E)S.R.
8x8
12x10
G-1
8x8
TURN DOWN
BELOW SLAB
6"PAD
3"EXHAUST ABOVE &
3" INTAKE BELOW
4ø
4ø
8"∅ UP
TO FCU-117
12x12
8"∅ UP
TO FCU-119B
8"∅ UP
TO FCU-119E
300 300
SPLIT EQUAL
12x12
18x30A.D.
24x30A.D.
PLENUM
36"Lx48"Hx24"D
PLENUM
72"Lx36"Hx24"D
PLENUM
36"Lx48"Hx10"D
L-1
L-1
L-1
L-1
8x8
(E)8x8
L-2
4"EXHAUST ABOVE &
4" INTAKE BELOW
TO DHWH
M.B.D.
M.B.D.
M.B.D.
M.B.D.
M .B
.D
M.B.D. M.B.D.
M.B.D.
M.B.D.
M.B.D.
M.B.D.
M.B.D. M.B.D.
M.B.D.
M.B.D. M.B.D.
M.B.D.
T
T
20x60x14 PLENUM
14x53x14 PLENUM
14x48x14 PLENUM
BOILER
SHUTOFF
SWITCH
FL.D.
FS
M-502
F-4
T
UH-7
8x8
VESTIBULE
B20
STORAGE
B02
STORAGE
B04
STORAGE
B05 STORAGE
B06
CLOSET
B11
TELE/DATA
B18A
ELEC ROOM
B18
HALL
B14
LAUNDRY
B01
STORAGE
B16
ACTIVITY
B07
HALL
B09
HALL
B10
STORAGE
B12
TOILET
B13
CRAWLSPACE
B19
STAIR-3
B21
MECHANICAL
ROOM
B15
VESTIBULE
B08
8x81
1 8ø
BO1_M-401
G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS BID
OPTION UNLESS PROVIDED UNDER THE BASE BID
OR SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".
G3. USE EXISTING OPENINGS FOR ROUTING OF UTILITIES WHERE
POSSIBLE.
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:4
P
M
BO1_M-101
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
B A
S E
M E
N T
F
LO
O R
P
LA
N
D U
C T
W O
R K
AJ
13148246
LB LB
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
R
IN
E B
A R
R A
C K
S W
A S
H
IN
G T
O N
D C
B O
M
-1
S U
B M
IS
S
IO
N
/2
/2
BASEMENT FLOOR PLAN1
NOTES
1 PROVIDE UNDER BID OPTION 1.
N
8'0 4' 1/4"=1'-0"
BO1_FAN SCHEDULE
UNIT No.
TYPE WHEEL DIA.
(IN.)
DRIVE
AIRFLOW
(CFM)
T.S.P.
(IN. W.G.)
RPM
MOTOR ELEC. DATA
LOCATION AREA SERVED NOTES
MAX. BHP HP V PH Hz
F-1 IL 12
DIRECT
DRIVE
100 0.5 1050 0.04 0.25 115 1 60
B15 - MECHANICAL
ROOM
B14 UNDERFLOOR VENTILATION
NOTES
A. IL = INLINE FAN
A
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
E
F R
E F
R E
F
DOAS-1
FCU-B16
FCU-123
FCU-106
F C
U -B
FCU-B07
FC
FC
SEE M-103 FOR
CONTINUATION
(E)SUMP
PIT FC
FC
1-1/4''D UP
2''CWS UP
2''CWR UP
1-1/2''HWR UP
1-1/2''HWS UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
1-1/4''D UP
3/4''CWR UP
3/4''HWR UP
3/4''CWS UP
3/4''HWS UP
FCU-B18
1-1/4"D
H-1
CP-1
T T
T
P-2B
P-2A
B-1A B-1B
(E)FL.D.
FS
(E)FL.D
(E)FL.D
ET-2
ET-1
P-3A
P-1B
P-1A P-3B
AS-2
P-DOAS-1
F-2
1''CWR
3/4''HWR
3/4''HWS
1''CWS
1-1/4''D
3/4''CWR
3/4''HWR
3/4''HWS
3/4''CWS
1-1/4''D
2''CWR
2''HWR
2-1/2''CWS
3''CWS
3''CWS
BT-1
1-1/4"D
TO (E) FL.D.
3''CWS
1''HWR
1''HWS
1''HWR
1''HWS
3''CWS
3/4''HWS
AS-1
2''HWR
2''HWS
2-1/2''CWS
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWR UP
3/4''CWS UP
3/4''HWR UP
3/4''HWS UP
1-1/4''D UP
1-1/4''D UP
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWR UP
3/4''HWS UP
3/4''CWS UP
3/4''HWR UP
3/4''CWR UP
1-1/4''D UP
1-1/4''D
3/4''CWS UP
3/4''HWS UP
3/4''HWR UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
3/4''CWR UP
1-1/4''D UP
3/4''CWS UP
3/4''CWR UP
3/4''HWR UP
3/4''CWS UP
3/4''HWS UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
1-1/4''D UP
3/4''CWR UP
3/4''HWS UP
3/4''HWR UP
3/4''CWS UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
3/4''CWS UP
3/4''HWS UP
3/4''CWR UP
3/4''HWR UP
1-1/4''D UP
1''HWS
1-1/4''CWR
1''HWR
1-1/4''CWS
1-1/4''D
1-1/4''D UP
3/4''CWS UP
3/4''CWR UP 3/4''HWR UP
3/4''HWS UP
3/4''HWR
3/4''CWR
3/4''CWS
3/4''HWS
2''D
FL.D.
2"HWS/R
BYPASS
1-1/4''D
2''D
SF-1 SF-2
C .O
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
3/4''HWS UP
3/4''HWR UP
3/4''CWR UP
3/4''CWS UP
FC
1-1/4"D UP
1-1/4''D UP
1-1/4''D UP
T
T
C.O.
C .O
VESTIBULE
B20
STORAGE
B02
STORAGE
B04
STORAGE
B05
STORAGE
B06
CLOSET
B11
TELE/DATA
B18A
ELEC ROOM
B18
HALL
B14
LAUNDRY
B01
STORAGE
B16
ACTIVITY
B07
VESTIBULE
B08
HALL
B09
HALL
B10
STORAGE
B12
TOILET
B13
STAIR-3
B21
MECHANICAL
ROOM
B15
CRAWLSPACE
B19
BENEATH FLOOR SLAB2
BO1_M-401
G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS
CONTRACT UNLESS SPECIFICALLY MARKED "EXISTING",
"EXIST.", OR "(E)".
G3. USE EXISTING OPENINGS FOR ROUTING OF UTILITIES WHERE
POSSIBLE.
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:4
P
M
BO1_M-102
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
B A
S E
M E
N T
F
LO
O R
P
LA
N
P
IP
IN
G
AJ
13148247
LB LB
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
R
IN
E B
A R
R A
C K
S W
A S
H
IN
G T
O N
D C
B O
M
-1
S U
B M
IS
S
IO
N
/2
/2
BASEMENT FLOOR PLAN1
NOTES
1 EXISTING PIPE WALL PENETRATIONS MAY BE REUSED BUT
MUST NOT BE MODIFIED. SEE STRUCTURAL SHEET S-504
FOR PIPE PENETRATION DETAIL.
2 PROVIDE UNDER BID OPTION 1.
N
8'0 4' 1/4"=1'-0"
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
BASEMENT
DEPRESSED MECHANICAL PIT 2
FIRST FLOOR
JOISTS
WALL
B-1B
V-1
P-2A P-2B
2''HWS 1-1/4"D
P-3B
DEPRESSED MECHANICAL PIT 1
CRAWLSPACE
8"ØDUCT
8'0 4' 1/4"=1'-0"
MECH. RM. PIT
SECTION
M-1021
E N
L A
R G
E D
T
A I L
S
BO1_M-401
FI
LE
N
AM
E:
OU
RE
F:
PL
OT
D
AT
E:
6/5
/20
:39
:27 P
M
XX
X.
XX
1.3
9 M -4
.D
W G
A
B
C
D
2 3 4 5
1 2 3
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
CHK
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
OF
EPROJECT NO.:
AS NOTED
<<PM/DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
4 5
7900 Westpark Dr. | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SUMMER
CONSULTANTS
I N C O R P O R A T E D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
PWD WASHINGTON
FY
M
B W
Q U
A R
TE
R
S
R E
N O
V A
TI
O
N
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
D E
P A
R T
M E
T
F
T
H
A V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
S
Y S
T E
M S
C
M
M A
N D
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
W
AS
HI
NG
TO
N W
A S
H I N
G T
O N
D
C W
A S
H I N
G T
V
Y
Y
A R
D
1700167
AHL / MWW
JEB
THC
SLS
G1. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT
UNLESS SPECIFICALLY MARKED "EXISTING", "EXIST", OR "(E)".
G2. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND
COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.
GENERAL NOTES
LB JH AJ
13148248
1. PROVIDE UNDER BID OPTION 1.
NOTES
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
N T
R O
L S
BO1_M-701
FI
LE
N
AM
E:
OU
RE
F:
PL
OT
D
AT
E:
6/5
/20
:39
:21 P
M
XX
X.
XX
BO
1_
M-
1 C
ON
TR
OL
S.
DW
G
A
B
C
D
2 3 4 5
1 2 3
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
CHK
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
OF
EPROJECT NO.:
AS NOTED
<<PM/DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
4 5
7900 Westpark Dr. | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SUMMER
CONSULTANTS
I N C O R P O R A T E D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
PWD WASHINGTON
FY
M
B W
Q U
A R
TE
R
S
R E
N O
V A
TI
O
N
1 G
S
TR
EE
T
SE
, W
AS
HI
NG
TO
N, D
C
MA
RI
NE
B
AR
RA
CK
S W
AS
HI
NG
TO
N
DC
D E
P A
R T
M E
T
T
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Y N
A V
A L
F
A C
I L I T
I E
S
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N G
I N
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S
M
M A
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NA
VA
L
FA
CI
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TI
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NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
W
AS
HI
NG
TO
N W
A S
H I N
G T
O N
D
C W
A S
H I N
G T
V
Y
Y
A R
D
1700167
AHL / MWW
JEB
THC
SLS
GENERAL
OCCUPIED/UNOCCUPIED CYCLE: THE OCCUPIED OR UNOCCUPIED CYCLE SHALL BE SELECTED BY
THE DDC CONTROLLER TIME CLOCK FUNCTION.
UNOCCUPIED CYCLE: THE FAN SHALL STOP AND DAMPER D-1 SHALL CLOSE.
OCCUPIED CYCLE: THE FAN SHALL START AND DAMPER D-1 SHALL OPEN.
FAN OPERATION: THE EXHAUST FAN SHALL BE STARTED AND STOPPED THROUGH THE BAS.
CONTROL SWITCH CS-1 SHALL INDICATE OPERATION.
EMERGENCY HVAC OFF: ON ACTIVATION OF THE EMERGENCY HVAC OFF SWITCH (EHO), THE FAN
SHALL STOP AND THE DAMPER SHALL RETURN TO ITS NORMAL POSITION.
120 VAC
MOTOR
RATED RELAY
BAS
D-1
N L1 D-1 N.C.F-X
FLOW DIAGRAM
WIRING DIAGRAM
CS-1
F-1
POINTS LIST
POINT
NAME DESCRIPTION NETWORK
CONNECTION
I/O
TYPE
ALARMS TRENDING
FAIL
WARNING LIMIT Cx
FREQUENCY
OPERATING
FREQUENCYLOW HIGH LOW HIGH
D-1 DAMPER AO COV COV
FAN-X START/STOP BO COV COV
CS-1 FAN PROOF BI COV COV
1 ALL POINTS INCLUDED ON LIST SHALL BE SHOWN ON THE OWS GRAPHICS.
GENERAL NOTES
G1. VERIFY LOCATION AND DIMENSIONS OF
EXISTING EQUIPMENT AND COORDINATE ALL
WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL WORK SHALL BE NEW AND PROVIDED
UNDER THIS BID OPTION UNLESS
PROVIDED UNDER THE BASE BID OR
SPECIFICALLY MARKED "EXISTING",
"EXIST.", OR "(E)".
13148249 christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
FCU-B07
ACTIVITY
BASEMENT
FIRST
FLOOR
SECOND
FLOOR
THIRD
FLOOR
ATTIC
FCU-109
PANTRY
FCU-206
STUDY
FCU-207
BATHROOM
FCU-216B
BEDROOM
FCU-212
BATHROOM
FCU-218A
LIVING
ROOM
FCU-111
PORCH
FCU-114
OFFICE
FCU-116
HALL
FCU-118
LIVING
ROOM
FCU-119E
SOLARIUM
FCU-119D
SOLARIUM
FCU-119C
SOLARIUM
FCU-210
BEDROOM
FCU-308
BATHROOM
FCU-312
BATHROOM
FCU-321
BEDROOM
FCU-320
LIVING
ROOM
FCU-315
HALL
FCU-317
BEDROOM
FCU-301
BEDROOM
DOAS-2
ATTIC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
DRAIN TO
RAIN GUTTER
TO
HEATING
AND
COOLING
PLANTS
DOAS-1
MECH ROOM
FCU-117
LIVING
ROOM
FCU-108A
DINING
FCU-112
HALL
FCU-108B
DINING
FCU-105
RECEPTION
FCU-B02
STORAGE
FCU-119F
SOLARIUM
TO OUTDOOR FLOOR
DRAIN
BASEMENT
FIRST
FLOOR
SECOND
FLOOR
THIRD
FLOOR
ATTIC
TO MECH. ROOM
FLOOR DRAIN
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
2"CWS&R
1-1/2"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
1-1/4"D
1-1/4"D
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
1-1/4"D
FCU-123
LAUNDRY
FCU-106
LAUNDRY
3/4"CWS&R
3/4"HWS&R
1-1/4"D
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
FCU-119B
SOLARIUM
FCU-119A
SOLARIUM
FCU-216A
BEDROOM
FCU-215
BATHROOM
FCU-220
CORRIDOR
FCU-218B
LIVING
ROOM
DRAIN TO
RAIN GUTTER
FCU-310
HALL
2"CWS&R
1-1/2"HWS&R
2"CWS&R
1"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
1-1/4"D
2"CWS&R
1-1/2"HWS&R
1-1/4"D
1-1/4"D1-1/4"D1-1/4"D
1-1/4"D
1-1/4"D
1-1/4"D
1-1/4"D1-1/4"D
FCU-302
BATHROOM
FCU-305
BEDROOM
1-1/4"D
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
1-1/4"D
TYP. OF 7
1-1/4"D
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
FCU-B16
STORAGE
FCU-B18
ELEC.
3/4"CWS&R
3/4"HWS&R
1-1/4"D
1"CWS&R
3/4"HWS&R
3"CWS&R
2-1/2"HWS&R
1-1/4"CWS&R
1"HWS&R
2-1/2"CWS&R
2"HWS&R
1-1/4"CWS&R
1"HWS&R
1"CWS&R
3/4"HWS&R
2"CWS&R
1-1/2"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
3/4"CWS&R
3/4"HWS&R
1-1/4"D
2-1/2"CWS&R
2"HWS&R
2"CWS&R
1-1/2"HWS&R
1-1/4"D
1"HWS&R
3"CWS
2-1/2"CWR
2"HWS&R
DPT-CW DPT-HWSEE 3/M-104
FOR LOCATION
SEE 3/M-104
FOR LOCATION
1-1/4"CWS
2-1/2"CWR
2"HWS&R
CP-1
1-1/4"D
DRAIN TO
RAIN GUTTER
DRAIN TO
RAIN GUTTER
1-1/4"D
1-1/4"D
1-1/4"D
1-1/4"D
TO MECH. ROOM
SUMP PIT
CAP
G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS BID
OPTION UNLESS PROVIDED UNDER THE BASE BID
OR SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".
G3. USE EXISTING OPENINGS FOR ROUTING OF UTILITIES WHERE
POSSIBLE.
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:5
P
M
BO1_M-801
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
R
IS
E R
AJ
13148250
LB LB
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
R
IN
E B
A R
R A
C K
S W
A S
H
IN
G T
O N
D C
B O
M
-8
S U
B M
IS
S
IO
N
/2
/2
FAN COIL UNIT RISER DIAGRAM1
NO SCALE
G4. CONDENSATE PIPE ROUTING COULD NOT BE FULLY VERIFIED.
HISTORICAL DATA INDICATES ROUTING AS SHOWN.
CONTRACTOR TO CONFIRM ROUTING PRIOR TO EXTENSIVELY
CUTTING WALL WITH SMALL TEST CUTS OR X-RAY.
G5. SLOPE DRAIN PIPING DOWN AT 1/8" PER FOOT IN THE
DIRECTION OF FLOW.
GENERAL NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
E
F R
E F
R E
F
1-1/2" INCOMING
DOMESTIC
WATER SERVICE
W
W
W
W
W
4"W UP
TO W.C.
5"W UP
(E)FL.D.
(E)FL.D
FL.D
1"HW
1"CW
1-1/2"HW
1-1/2"CW
1-1/2"HWC
3/4"HW UP
3/4"CW UP
1/2"HW UP
1/2"CW UP
3/4"HW
3/4"CW
1-1/2"HW
1-1/2"CW
1"HWC
2"W UP&DN.
1-1/2"V UPP-HWC
(E)2''G
(E)2''G
(E)1''G
(E)2''G
(E)1''G
(E)3/8"CW TO
REFRIGERATOR
IN KITCHEN 110
FL.D.
P-002
4"W SUBGRADE
(E)1''G UP
4''W UP&DN
(E)FL.D.
(E)4"W
SUBGRADE
(E)4"W
SUBGRADE
(E)4"W
SUBGRADE
STORAGE
B16 G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS BID
OPTION UNLESS PROVIDED UNDER THE BASE BID
OR SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".
G3. RISER LOCATIONS AND ASSOCIATED PLUMBING PIPING ARE
SHOWN DIAGRAMATICALLY FOR CLARITY. CONTRACTOR SHALL
VERIFY LOCATION AND MARK OFF AREA OF IMPACT PRIOR TO
WORK.
G4. USE EXISTING OPENINGS FOR ROUTING OF UTILITIES.
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:1
P
M
BO1_PD101
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
B A
S E
M E
N T
F
LO
O R
P
LA
N
D E
M O
LI
T
IO
N
AJ
13148251
LB LB
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
R
IN
E B
A R
R A
C K
S W
A S
H
IN
G T
O N
D C
B O
P
D
S U
B M
IS
S
IO
N
/2
/2
BASEMENT FLOOR PLAN - DEMOLITION1
NOTES
1 DEMOLISH PIPING AND HANGERS COMPLETE. DEMOLISH
SHUT-OFF VALVE AND FLEXIBLE HOSE. RETAIN FAUCETS
AND WATER CLOSETS.
N
8'0 4' 1/4"=1'-0"
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
E
F R
E F
R E
F
W
W
W
W
3/4''CW
(E)2''G
2"W UP&DN.
1-1/2"V UP
1-1/2" INCOMING
DOMESTIC
WATER SERVICE
1''CW UP
P-HWC
ET-3
FS
W
4''W DN
4"W UP TO W.C.
S-1
S-2
(E)2''G
(E)1''G
(E)2''G
4''W UP&DN
DHWH-1
H-1
D O
A S
-1
1''CW
(E)1''G
P-002
(E)3/8"CW TO
REFRIGERATOR
IN KITCHEN 110
FL.D.
1''CW
4''W UP&DN
1/2"øCW UP
1/2"øHW UP
3/4''CW UP
3/4''HW UP
3/4''HW(E)1''G UP
1''CW UP
3/4''HW UP
3/4''HWC UP
5''W UP
1''CW
(E)1''HW UP
(E)1''CW UP(E)1''CW UP
(E)1''HW UP
1''CW UP
3/4''HWC UP
1''HW UP
1-1/2''CW
1''HWC
1-1/2''HW
1-1/2''CW
1''HWC
1-1/2''HW
1-1/2''CW
3/4''HWC
1-1/2''HW
1''CW 1''CW UP
1''HW UP
3/4''HWC UP
(E)1''HW
(E)1''CW
5''W UP&DN
1''HW UP
3/4''HWC UP
5''W UP&DN
(E)SUMP
PIT
1''HW
1''CW
1-1/2''CW
1-1/2''HW
1''HWC
WATER
SOFTENER
FL.D
F.C.O.
4"W SUBGRADE
(E)
(E)FL.D.
TO ET-1.
TO ET-2.
(E) GAS METER
(E)4"W
SUBGRADE
(E)4"W
SUBGRADE
(E)4"W
SUBGRADE4"W SUBGRADE
(E)FL.D.
1 11
ACTIVITY
B07
VESTIBULE
B08
HALL
B09
HALL
B10
STORAGE
B12
TOILET
B13
MECHANICAL
ROOM
B15
STORAGE
B16
ELEC ROOM
B18
CRAWLSPACE
B19
HALL
B14
VESTIBULE
B20
STAIR-3
B21
LAUNDRY
B01
STORAGE
B02
STORAGE
B05
STORAGE
B06
CLOSET
B11
STAIR 2
B22
STORAGE
B04
TELE/DATA
B18A
G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS BID
OPTION UNLESS PROVIDED UNDER THE BASE BID
OR SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".
G3. RISER LOCATIONS AND ASSOCIATED PLUMBING PIPING ARE
SHOWN DIAGRAMATICALLY FOR CLARITY. CONTRACTOR SHALL
VERIFY LOCATION AND MARK OFF AREA OF IMPACT PRIOR TO
WORK.
G4. USE EXISTING OPENINGS FOR ROUTING OF UTILITIES.
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:0
P
M
BO1_P-101
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
B A
S E
M E
N T
F
LO
O R
P
LA
N
AJ
13148252
LB LB
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
R
IN
E B
A R
R A
C K
S W
A S
H
IN
G T
O N
D C
B O
P
-1
S U
B M
IS
S
IO
N
/2
/2
BASEMENT FLOOR PLAN1
NOTES
1 COORDINATE PIPE INVERT TO MAINTAIN EXISTING PIPE
CONNECTIONS AND SLOPE.
2 PROVIDE UNDER BID OPTION 1.
N
8'0 4' 1/4"=1'-0"
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
E
F R
E F
R E
F
(E) TELECOM
BACKBOARD
F-1 1
SP
HALL
B14
VESTIBULE
B20
LAUNDRY
B01
STORAGE
B02
STORAGE
B05
STORAGE
B06
ACTIVITY
B07
HALL
B09
HALL
B10
STORAGE
B12
TOILET
B13
MECHANICAL
ROOM
B15
STORAGE
B16
CRAWLSPACE
B19
ELEC ROOM
B18
CP-2 2
(E)PANEL LPA
(E)PANEL MDP
(E)PANEL LP
(E)CENTRAL
EMERGENCY
INVERTER
(E)PANEL EM
(E)PANEL MP
(E)PANEL SP
(E)PANEL P
(E)PANEL R
NOTES:
NFSS - NON FUSED SAFETY SWITCH SEE MECHANICAL DRAWINGS FOR AUXILIARY
FSS - FUSED SAFETY SWITCH
MRT - MOTOR RATED TOGGLE SWITCH
INT - INTEGRAL WITH MOTOR CONTROLLER
CONTACT REQUIREMENTS
1 2
G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT
AND COORDINATE ALL WORK PRIOR TO THE START OF
CONSTRUCTION.
G2. DEMOLITION DEFINITION: DISCONNECTION AND
REMOVAL OF ASSOCIATED CONDUCTORS SHALL
CONSIST OF THE REMOVAL OF THE CONDUCTORS BACK TO
THE NEXT EXISTING DEVICE TO REMAIN. NEW
CONDUIT AND CONDUCTORS SHALL BE PROVIDED TO
RECONNECT ANY EXISTING TO REMAIN DEVICES
INTERRUPTED BY THE DEMOLITION UNDER THIS
PROJECT.
G3. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS BID
OPTION UNLESS PROVIDED UNDER THE BASE BID
OR SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".
GENERAL NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
W A
S H
IN
G
T O
N W
A S
H
IN
G T
O N
D
C
AS NOTED
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
3200 LEE HIGHWAY, ARLINGTON, VA 22207
(703) 524 - 6616 www.mtfa.net
I N C O R P O R A T E D
SUMMER
CONSULTANTS
7900 Westpark Dr | Suite A405 | McLean, VA 22102
(703) 556-8820 | www.summerconsultants.com
SLS
THC
JEB
AHL / MWW
/5
/2
:0
:3
P
M
BO1_E-101
F Y
M
B W
Q U
A R
T E
R S
R
E N
O V
A T
IO
N
P O
W E
R P
LA
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B
A S
E M
E N
T F
LO
O
R P
LA
N
KU
13148253
EDS EDS
PWD WASHINGTON
1700167
G S
T R
E E
T S
E , W
A S
H
IN
G T
O N
, D C
M A
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IN
E B
A R
R A
C K
S W
A S
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G T
O N
D C
B O
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-1
S U
B M
IS
S
IO
N
/2
/2
BASEMENT FLOOR PLAN1
NOTES
1 SEE MOTOR AND EQUIPMENT SCHEDULE FOR SIZES AND
CHARACTERISTICS.
2 DISCONNECT EQUIPMENT. REMOVE ALL ASSOCIATED
STARTERS, CONDUIT AND CONDUCTORS BACK TO SOURCE.
N
8'0 16' 1/8"=1'-0"
MOTOR AND EQUIPMENT SCHEDULE BID 1
UNIT NO. HP KW
RATED
VOLTAGE PHASE FLA MOTOR CONTROLLER
FEEDER LOCAL SWITCH
REMARKS
WIRE
CONDUIT TYPE FRAME SIZE POLESNO. SIZE GND.
F-1 0.25 -- 115 1 5.80 SEE MECHANICAL 2 #12 #12 1/2" MRT 20 1
2 1
S Y
M D
E S
C R
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D A
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A P
P R christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
70.4
67.4
67.8
68.2 68.2
68.368.568.7
67.3
67.4 67.6
67.5
TRAV1500GPS
67.8 68.1
67.969.0
69.0 67.9
69.1
69.0 68.4
TRAV1022101
TRAV101
BRICK WALK
GUARD
SHACK
GUARD
SHACKLSLS
LSLS
CONC
PAVERS
PATIO
PAVER WALK
CONC PAVER WALK
FFE=76.37'
G St. SE
8t h
St S
E
9t h
St S
E
LS LS
LS
LS
LS
PLAQUE
EX. BUILDING
BRICK WALK
WROUGHT IRON FENCE
BRICK WALK
BR
IC
K W
AL
K
C O
N C
R
ET
E
PA
D
WROUGHT IRON FENCE
W
AL
L
W
AL
L
WALL WALL
WALL
CONC WALK
BFE=67.24'
STEPS
U
P
DOWN
RIM=66.74
BOTT=65.612
48" 48"
FOUNTAIN
FULL OF WATER
BOTT=67.3'
FULL OF WATER
BOTT=62.5'
FULL OF
WATER
BOTT=64.2170.8 70.3
70.1 69.9
69.9
69.9 69.7
70.1 69.8
69.6
70.0
69.7
69.5
69.3
69.569.4
69.5
69.6
69.7
RIM=69.22
BOTT=67.22
EX. BUILDING
EX. BUILDING
EX. BUILDING
RIM=70.84
BOTT=65.24
RIM=70.60
BOTT=68.2
FULL OF WATER
BOTT=63.4'
PLAQUE
PLAQUE
DOORDOOR
4"PVC
APPROX. PROPERTY LINE BASED ON
AVAILABLE RECORDS/DC TAX MAPS
EXTERIOR
HANDICAP
LIFT
6"8"5"15"
18"
8"8"
REMOVE AND SALVAGE EXISTING HARDSCAPING
AND LANDSCAPING, INCLUDING ENTRANCE STEPS,
AS NEEDED TO ALLOW FOR INSTALLATION OF
FOUNDATION DRAINAGE AND
SUBSURFACE ROUTING OF BUILDING SERVICES;
AND RESTORE TO PRE-EXISTING CONDITIONS
OR BETTER, AFTER FOUNDATION DRAINS AND
BUILDING SERVICE CONNECTIONS ARE
CONSTRUCTED AND ACCEPTED BY OWNER.
REMOVE AND SALVAGE EXISTING HARDSCAPING
AND LANDSCAPING AS NEEDED TO ALLOW FOR
INSTALLATION OF STORM DRAINAGE PIPING;
AND RESTORE TO PRE-EXISTING CONDITIONS
OR BETTER, AFTER STORM DRAINS ARE
CONSTRUCTED AND ACCEPTED BY OWNER
EXISTING WATERLINE TO BE
PROTECTED AND PRESERVED
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4
1 2 3 4
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
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O F
TH
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N
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F
AC
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S
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G S
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TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
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IN
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PENNONI ASSOCIATES INC.
1602 Village Market Blvd SE, Suite 330
Leesburg, VA 20175 T 703.777.3616 F 703.777.3725
Y
M
B W
Q U
A R
TE
R
S
R E
N O
V A
TI
O
N
1700167
PDW WASHINGTON
AHL/MWW
JEB
THC
SLS
00 20' 40'
1"=20'
BO2_C051
NB/MR PN/MRNB/MR
SI
TE
D
EM
O
LI
TI
O
N
PL
AN
O
PT
IO
N
140 226 13148254
PAVERS TO BE REMOVED, SALVAGED AND RESTORED
christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
67.8
68.2 68.2
68.368.568.7
67.3
67.4 67.6
67.5
TRAV1500GPS
71.8 71.9
71.7 71.6
71.7 71.6
70.6
73.3 72.4 72.4
71.6
71.6 71.5
71.6
71.6 71.6
71.5 71.6
71.6
71.4 71.6
67.8 68.1
67.969.0
69.0 67.9
69.1
69.0 68.4
69.370.1
69.4
70.571.972.471.8 70.7
70.9
71.5
70.7
71.6
72.0 72.2
70.7 70.8 70.9
70.8
71.5
70.3
71.2
71.5
71.871.571.1
69.4
70.2
70.0
69.3
TRAV1022101
TRAV101
BRICK WALK
GUARD
SHACK
GUARD
SHACKLSLS
LSLS
CONC
PAVERS
PATIO
PAVER WALK
CONC PAVER WALK
FFE=76.37'
G St. SE
8t h
St S
E
9t h
St S
E
LS LS
LS
LS
LS
PLAQUE
EX. BUILDING
BRICK WALK
WROUGHT IRON FENCE
BRICK WALK
BR
IC
K W
AL
K
C O
N C
R
ET
E
PA
D
WROUGHT IRON FENCE
W
AL
L
W
AL
L
WALL WALL
WALL
CONC WALK
BFE=67.24'
STEPS
U
P
DOWN
RIM=66.74
BOTT=65.612
48" 48"
FOUNTAIN
FULL OF WATER
BOTT=67.3'
FULL OF WATER
BOTT=62.5'
FULL OF
WATER
BOTT=64.21
69.7
70.3
70.6
69.9
70.3
70.8 70.3 70.1
69.9 69.9
69.9 69.7
70.1 69.8
69.6
70.0
69.7
69.5
69.3
69.569.4
69.5
69.6
69.7
69.6
69.5
RIM=69.22
BOTT=67.22
EX. BUILDING
EX. BUILDING
EX. BUILDING
RIM=70.84
BOTT=65.24
RIM=70.60
BOTT=68.2
FULL OF WATER
BOTT=63.4'
PLAQUE
PLAQUE
DOORDOOR
4"PVC
APPROX. PROPERTY LINE BASED ON
AVAILABLE RECORDS/DC TAX MAPS
EXTERIOR
HANDICAP
LIFT
6"8"5"15"
18"
8"8"
PROVIDE WATER-PROOFING ON EXTERIOR
BASEMENT WALL AND PROVIDE 6-INCH
DIAMETER PERFORATED PVC PIPING
PERIMETER FOUNDATION DRAINS
WRAPPED IN FILTER CLOTH AND LAID
IN 12-INCH WIDE GRAVEL BEDDING PER
DETAILS ON DWG. # C181. HARDSCAPING
AND LANDSCAPING TO BE DEMOLISHED
TO ALLOW FOR INSTALLATION OF
FOUNDATION DRAINAGE; AND TO BE
RESTORED TO PRE-EXISTING
CONDITIONS OR BETTER.
[2]
REMOVE EXISTING STAIRS TO ACCOMODATE NEW
STORM PIPES, AND RETURN TO PRE - EXISTING
CONDITION OR BETTER.
[3]
2.
FOUNDATION DRAIN LINE
[1]
SEE INSET ON DRAWING # BO2_CS502 EXISTING WATER LINE TO BE
PROTECTED AND PRESERVED
SEE INSET ON DRAWING # BO2_CS502
[2]
FC8
DS3
FC7
6" PVC
C2
6" PVC
6" PVC
FC9
H6
H5
6" PVC
H4
6" PVC
H3
6" PVC
H2
6" PVC
H1
6" PVC
G2
8" PVC
6" P
VC
J2
8" PVC
8" PVC
J1
8" PVC
J3
DS5
6" PVC
FC3 6" PVC
6" PVC6" PVC
6" PVC
FC2
FC4
DS7DS6
DS5 DS4
DS3
DS2
DS1 6" PVC
FC5
FC7
DS2
6" PVC
FC6
FC1
6" PVC
13+23
9+90
10+00
+0
+0
13+00
G11
G106" PVC
G9
6" PVC
G8
6" PVC G7
6" PVC
6" PVC
G5
8" PVC
G4
8" PVC
G3
10" PVCG2
10" PVCG1
10" PVC
12" RCP CL II
+0
+1
B2
B1
G6
6" PVC
6" PVC
STA 13+06.74
OFF 0.0'
SITE PLAN KEY NOTES
[1] NO CROSS-CONNECTION BETWEEN ROOF
DRAINS AND FOUNDATION DRAINS. MAINTAIN
AT LEAST 12" CLEARANCE AT CROSSING.
[2] THE CRITICAL ROOT ZONES (CRZ) OF THE
LARGE TREES INDICATED ON THIS DRAWING
SHALL BE PROTECTED AND PRESERVED TO
THE MAXIMUM EXTENT POSSIBLE. SEE
EROSIOIN AND SEDIMENT CONTROL PLAN
(DRAWING # CS801) FOR ADDITIONAL
INFORMATION.
[3] BASEMENT UNDERSLAB SUB-DRAINAGE
PIPING. (SEE ARCH. AND STRUCTURAL).
[4] CONNECT EXISTING ROOF DRAINS DS4 AND
DS5 TO NEW STORM DRAIN AT STORM
STRUCTURE J1.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4
1 2 3 4
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
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F
AC
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S
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M S
C O
M M
AN
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
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FA
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PENNONI ASSOCIATES INC.
1602 Village Market Blvd SE, Suite 330
M
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N O
V A
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O
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1700167
PDW WASHINGTON
AHL/MWW
JEB
THC
SLS
00 20' 40'
1"=20'
BO2_CS101
##### #####NB/MR
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DRAINAGE SYSTEM ABBREVIATION LIST
141 226 13148255
[4] christine.rutkowski Text Box
CHRISTINE RUTKOWSKI, PE
christine.rutkowski
STORM DRAIN PROFILE - 1
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
9+75 10+00
.9
.8
.7
.7
11+00 11+20
H6
16 LF 6" PVC @ 1.00%
H5
5 LF 6" PVC @ 1.00%
H4
12 LF 6" PVC @ 1.00%
H3
16 LF 6" PVC @ 1.00%
H2
25 LF 6" PVC @ 1.00%
H1
20 LF 8" PVC @ 1.00%
G2
G
(4 8"
M H
R
IM
0.
IN
V
IN
2.
(H
1)
S
TA
0+
H
(C
LE
A N
O U
T)
R
IM
1.
IN
V
IN
2.
(H
2)
IN
V
IN
4.
(C
2)
IN
V O
U T
.3
(G
2)
S
TA
0+
.8
H
(C
LE
A N
O U
T)
R
IM
1.
IN
V
IN
7.
(H
3)
IN
V
IN
2.
(J
1)
IN
V O
U T
.6
(H
1)
S
TA
0+
H
(C
LE
A N
O U
T)
R
IM
1.
IN
V
IN
7.
(H
4)
IN
V O
U T
.1
(H
2)
S
TA
0+
.8
H
(C
LE
A N
O U
T)
R
IM
1.
IN
V
IN
7.
(H
5)
IN
V O
U T
.3
(H
3)
S
TA
0+
.3
H
(C
LE
A
N O
U T)
R
IM
1.
IN
V
IN
7.
(H
6)
IN
V O
U T
.5
(H
4)
S
TA
0+
.0
H
(C
LE
A N
O U
T)
R
IM
1.
IN
V
IN
7.
(D
S 3)
IN
V
O U
T
.8
(H 5)
S
TA
0+
.4
A S
S U
M E
D D
E P
TH
S
TA
: 1
0+
.4
E
X . W
A T
X
-IN
G
TE
S T
P
IT
R E
Q U
IR
E
D
EX. GRADE
1.
' M
IN
. C
LE
A R
6" PVC6" PVC
0.
0.71'
6" PVC
FC7
DS2
G11
BFE=67.24'
0.50'
1.77'
0.
FC9
J3
J2
6" PVC
8" PVC
6" PVC
0.
0.7 1'
0.50'
6" PVC
FC8
DS3
STORM DRAIN PROFILE - 2
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" =…
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