Combined Drawings.pdf
PDF 39 MB Posted
- Attached to
- REPAIR BUILDING ENVELOPE, BUILDING 1 Federal contract opportunity
- Solicitation number
- W91SMC-15-R-0005
About this file
Not Listed
View the file
Other files for this federal contract opportunity
Show all 37
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
(TBR)
WALL, PAD, & ASSOCIATED
PIPING, ETC (TBR)
CONCRETE CURB &
GUTTER (TBR)
OIL SEPARATOR
(DO NOT DISTURB)
FENCE (TBR)
CONCRETE WALK (TBR)
CONCRETE WALK (TBR)
CONCRETE WALK (TBR)
FULL DEPTH SAW CUT
FULL DEPTH
SAW CUT (TYP)
FULL DEPTH
SAW CUT (TYP)
EXISTING TREE
(DO NOT DISTURB)
SEE NOTE 2
FULL DEPTH
SAW CUT (TYP)
FULL DEPTH
SAW CUT (TYP)
X X
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E
E E
E
E E
E E
E
X
A e c b D b D e v i c e
A e c b E l e c B a s e
FULL DEPTH
SAW CUT (TYP)
13'-MIN. OR TO NEAREST
JOINT IF LESS THAN 3'
SEE NOTE 4
I L L I N
O I S
T
Y P
E
B
F
I N
A L
S
U B
M I T
T A
L
M A
R K
R E
V I S
I O
N D
A T
E
DRAWN BY:
P R
O J E
C T
T
L E
S U
B M
I T
T A
L
L
E V
E L
S H
E E
T
T
I T
L E
SEAL:
APPROVED BY:
BASE ENGINEER:
DATE: PROJECT NO. (TWLR NO.)
DCFT092011
PROJECT NO. (SAIC NO.)
C O
M M
S E
C U
R I T
Y
S A
F E
T Y
E N
V I R
O
F I R
E
B C
E
U S
E R
C O
O R
D I N
A T
I O
N
S
I G
N A
T U
R E
S D
A T
E
A
R
N
T
I O
N A
L
G
U A
R D
JGP
HWM
E
E P
A
B
I L
D I N
G
E
N V
E L
O P
E
B
L D
G
P
C I V
D
M
O L
I T
I O
N
P
L A
N
T Y
P
N
B
M I T
T A
L
CD101
(TBR) TO BE REMOVED
SANITARY SEWER
SANITARY SEWER MANHOLE
566.77
IE/INV. ELEVATION
LEGEND
ELECTRIC MANHOLE # 1
TRANSFORMER # 2
PAD MOUNTED SWITCH # 3
EMERGENCY GENERATOR # 1
XFMR-2
SW-3
CONDUIT STUBBED AND CAPPED
ELMH-1
GEN-1
E
PRIMARY ELECTRICAL CONDUITS
GAS LINE
PAD & GAS METER
GAS SHUT-OFF VALVE
STORM SEWER
STORM SEWER MANHOLE
STORM SEWER INLET
WATER VALVE
FIRE HYDRANT
WATER LINE
(IN FEET ABOVE SEA LEVEL)
FENCE LINE
X
NOTE:
1. ALL AREAS DISTURBED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED TO ORIGINAL
CONDITION AND SEEDED AND MULCHED UNLESS NOTED
OTHERWISE.
2. TRIM EXISTING TREE IN ACCORDANCE WITH CONTRACTING
OFFICER'S REPRESENTATIVES DIRECTION.
3. CONTRACTOR SHALL TEST SOILS DISTURBED IN THE
REMOVAL OF UNDERGROUND STRUCTURES FOR
ENVIRONMENTAL CONTAMINATES AND PROVIDE TEST
RESULTS TO THE CONTRACTING OFFICERS REPRESENTATIVE.
4. REMOVE AND REPLACE THE EXISTING 6" SANITARY SEWER
PIPE, FROM THE BUILDING TO THE MANHOLE, WITH NEW 6"
PVC SDR 35 PIPE. INVERT ELEVATION OF NEW 6" PIPE SHALL
MATCH INVERT ELEVATIONS OF EXISTING 6" PIPE. CONNECT
NEW 6" PIPE TO EXISTING MANHOLE.
METRIC / IMPERIAL
RELATIONSHIPS
DISTANCE
AREA
VOLUME
VELOCITY
FLOW
PRESSURE
X X
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E
E E
E
E E
E E
E
X
A e c b D b D e v i c e
A e c b E l e c B a s e
13' WIDE CONCRETE
PAVEMENT
(SEE SHEET C-401)
12' WIDE CONCRETE PAVEMENT
(SEE SHEET C-401)
4 METER (13 FOOT)
MINIMUM STANDOFF
4 METER (13 FOOT)
MINIMUM STANDOFF
(SEE NOTE 6)
8 METER (26 FOOT)
CONVENTIONAL CONSTRUCTION
STANDOFF
(SEE NOTE 6)
M
T
F
O O
T
C O
N V
E N
T I O
N A
L
C
O N
S T
R U
C T
I O
N
S T
A N
D O
F F
S
O T
E
8 METER (26 FOOT)
CONVENTIONAL CONSTRUCTION
STANDOFF
(SEE NOTE 6)
CONCRETE SIDEWALK
(SE E NOTE 4)
CONCRETE SIDEWALK
(SEE NOTE 4)
CONCRETE SIDEWALK
(SEE NOTE 4)
SEED DISTURBED AREAS
CONCRETE PAVEMENT
(MATCH EXISTING)
SEE STRUCTUAL FOR
CONCRETE SLAB
INFORMATION
SEE STRUCTUAL FOR
CONCRETE SLAB
INFORMATION
MATCH
EXIST.
DECORATIVE GRAVEL
(SEE NOTE 5)
DECORATIVE GRAVEL
(SEE NOTE 5)
DECORATIVE GRAVEL
(SEE NOTE 5)
DECORATIVE GRAVEL
(SEE NOTE 5)
SEE STRUCTUAL FOR
CONCRETE STEPS,
LANDING AND DRAIN
INFORMATION
DOWNSPOUT CANOPY 1
(SEE SHEET C-401)
DOWNSPOUTS
CANOPY 3
(SEE SHEET C-401)
DOWNSPOUTS CANOPY 4
SEE SHEET C-401
DOWNSPOTS CANOPY 5
(SEE SHEET C-401)
DOWNSPOUTS CANOPY 6
SEE SHEET C-401
DOWNSPOUTS CANOPY 7
SEE SHEET C-401
DOWNSPOUTS CANOPY 8
SEE SHEET C-401
SEE STRUCTUAL FOR
CONCRETE SLAB
INFORMATION
X X
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E
E E
E
E E
E E
E
X
A e c b D b D e v i c e
A e c b E l e c B a s e
X X
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E
E E
E
E E
E E
E
X
A e c b D b D e v i c e
A e c b E l e c B a s e
8'
8'
SEE STRUCTUAL FOR
CONCRETE SLAB
INFORMATION
SEE STRUCTUAL FOR
CONCRETE SLAB
INFORMATION
SEE STRUCTUAL FOR
CONCRETE SLAB
INFORMATION
EXISTING DOWNSPOUTS
(SEE NOTE 3)
(TYP.)
EXISTING DOWNSPOUTS
(SEE NOTE 3)
(TYP.)
BUILDING SIGN
(SEE SHEET C-501)
I L L I N
O I S
T
Y P
E
B
N
B
M I T
T A
L
M A
R K
R E
V I S
I O
N D
A T
E
DRAWN BY:
P R
O J E
T
L E
S U
B M
I T
T A
L
L
E V
E L
S H
E E
T
T
I T
L E
SEAL:
APPROVED BY:
BASE ENGINEER:
DATE: PROJECT NO. (TWLR NO.)
DCFT092011
PROJECT NO. (SAIC NO.)
C O
M M
S E
C U
R I T
Y
S A
F E
T Y
E N
V I R
O
F I R
E
B C
E
U S
E R
C O
O R
D I N
A T
I O
N
S
I G
N A
T U
R E
S D
A T
E
A
T
I O
N A
L
G
U A
R D
JGP
HWM
E
P
A
I L
D I N
G
E
N V
E L
O P
E
B
L D
G
P
C I V
T
E
P
L A
N
T Y
N
B
M I T
T A
L
C-101
(TBR) TO BE REMOVED
SANITARY SEWER
SANITARY SEWER MANHOLE
566.77
IE/INV. ELEVATION
LEGEND
ELECTRIC MANHOLE # 1
TRANSFORMER # 2
PAD MOUNTED SWITCH # 3
EMERGENCY GENERATOR # 1
XFMR-2
SW-3
CONDUIT STUBBED AND CAPPED
ELMH-1
GEN-1
E
PRIMARY ELECTRICAL CONDUITS
GAS LINE
PAD & GAS METER
GAS SHUT-OFF VALVE
STORM SEWER
STORM SEWER MANHOLE
STORM SEWER INLET
WATER VALVE
FIRE HYDRANT
WATER LINE
(IN FEET ABOVE SEA LEVEL)
FENCE LINE
X
NOTE:
1. ALL AREAS DISTURBED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED TO ORIGINAL
CONDITION AND SEEDED AND GRADED,UNLESS NOTED
OTHERWISE.
2. TRIM EXISTING TREE IN ACCORDANCE WITH CONTRACTING
OFFICER'S REPRESENTATIVES DIRECTION.
3. CONNECT NEW DOWNSPOUTS TO EXISTING DOWNSPOUT
DRAIN PIPING SYSTEM AT THE LOCATIONS SHOWN ON THE
DRAWINGS.
4. SLOPE NEW SIDEWALK AWAY FROM EXISTING BUILDING.
5. PROVIDE DECORATIVE GRAVEL, APPROXIMATELY 2" IN
DIAMETER, WITH OVERLAPPING LAYERS OF GEOTEXTILE
WEED BARRIER FABRIC UNDERNEATH.
COLOR AND FINAL SELECTION OF DECORATIVE GRAVEL SHALL
BE BY THE CONTRACTING OFFICERS REPRESENTATIVE.
6. AT/FP STANDOFF DISTANCES SHOWN FOR REFERENCE
ONLY. THIS PROJECT IS NOT INTENDED TO BRING BUILDING
INTO COMPLIANCE WITH AT/FP UFC DUE TO REPLACEMENT
VALUE CLAUSE. STANDOFF DISTANCES ARE SHOWN FOR
INFORMATION ONLY TO DEMONSTRATE THE INTENT OF THE
UFC AND THE UNOBSTRUCTED SPACE WAS FOLLOWED.
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CLEAN OUT
EXISTING TREE
(DO NOT DISTURB)
SEE NOTE 2
METRIC / IMPERIAL
RELATIONSHIPS
DISTANCE
AREA
VOLUME
VELOCITY
FLOW
PRESSURE
7. REMOVE AND REPLACE THE EXISTING 6" SANITARY SEWER
PIPE, FROM THE BUILDING TO THE MANHOLE, WITH NEW 6"
PVC SDR 35 PIPE. INVERT ELEVATION OF NEW 6" PIPE SHALL
MATCH INVERT ELEVATIONS OF EXISTING 6" PIPE. CONNECT
NEW 6" PIPE TO EXISTING MANHOLE.
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
I L L I N
O I S
T
Y P
E
B
N
B
M I T
T A
L
M A
R K
R E
V I S
I O
N D
A T
E
DRAWN BY:
P R
O J E
T
L E
S U
B M
I T
T A
L
L
E V
E L
S H
E E
T
T
I T
L E
SEAL:
APPROVED BY:
BASE ENGINEER:
DATE: PROJECT NO. (TWLR NO.)
DCFT092011
PROJECT NO. (SAIC NO.)
C O
M M
S E
C U
R I T
Y
S A
F E
T Y
E N
V I R
O
F I R
E
B C
E
U S
E R
C O
O R
D I N
A T
I O
N
S
I G
N A
T U
R E
S D
A T
E
A
T
I O
N A
L
G
U A
R D
JGP
HWM
E
P
A
I L
D I N
G
E
N V
E L
O P
E
B
L D
G
P
C I V
V
E M
E N
T
P
L A
N S
T Y
N
B
M I T
T A
L
C-401
NOTE:
1. CONNECT NEW DOWNSPOUTS TO EXISTING DOWNSPOUT
DRAIN PIPING SYSTEM AT THE LOCATIONS SHOWN ON THE
DRAWINGS.
2. SLOPE NEW 6" DUCTILE IRON (D.I.) DRAIN PIPE A MIN. OF 1%
FROM NEW DOWNSPOUT TO EXISTING DRAIN PIPE.
METRIC / IMPERIAL
RELATIONSHIPS
DISTANCE
AREA
VOLUME
VELOCITY
FLOW
PRESSURE
I L L I N
O I S
T
Y P
E
B
N
B
M I T
T A
L
M A
R K
R E
V I S
I O
N D
A T
E
DRAWN BY:
P R
O J E
T
L E
S U
B M
I T
T A
L
L
E V
E L
S H
E E
T
T
I T
L E
SEAL:
APPROVED BY:
BASE ENGINEER:
DATE: PROJECT NO. (TWLR NO.)
DCFT092011
PROJECT NO. (SAIC NO.)
C O
M M
S E
C U
R I T
Y
S A
F E
T Y
E N
V I R
O
F I R
E
B C
E
U S
E R
C O
O R
D I N
A T
I O
N
S
I G
N A
T U
R E
S D
A T
E
A
T
I O
N A
L
G
U A
R D
JGP
HWM
E
P
A
I L
D I N
G
E
N V
E L
O P
E
B
L D
G
P
C I V
D
T
A I L
S
T Y
N
B
M I T
T A
L
C-501
NOTE:
1. CONNECT NEW DOWNSPOUTS TO EXISTING DOWNSPOUT
DRAIN PIPING SYSTEM AT THE LOCATIONS SHOWN ON THE
DRAWINGS.
2. SLOPE NEW 6" DUCTILE IRON (D.I.) DRAIN PIPE A MIN. OF 1%
FROM NEW DOWNSPOUT TO EXISTING DRAIN PIPE.
METRIC / IMPERIAL
RELATIONSHIPS
DISTANCE
AREA
VOLUME
VELOCITY
FLOW
PRESSURE
File details come from the government source that posted it. Updated .