W9128F24R0016-0004_Peterson_TLF_Drawings.pdf
PDF 6 MB Posted
- Solicitation number
- W9128F24R0016
About this file
This document is a set of drawings and details for the construction of a Temporary Lodging Facility (TLF) at Peterson Space Force Base in Colorado. The project will involve constructing three slab-on-grade, single-story wood-framed buildings totaling approximately 26,500 SF. The buildings will include eight-unit and six-unit lodging spaces, as well as community laundry, housekeeping, and utility spaces. The project will also include site infrastructure such as access drives, parking lots, utilities, and landscaping.
The solicitation for this project, W9128F24R0016, is unrestricted and open to both large and small businesses. It will be awarded using a Best Value Tradeoff approach considering technical factors such as past performance, technical approach, key personnel, and schedule. Price will be evaluated separately for reasonableness and realism. The estimated construction cost range is $10,000,000 to $25,000,000. The solicitation documents will be posted on SAM.gov, and interested offerors must be registered in the SAM system to access the documents and submit proposals.
View the file
Other files
Show all 15
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
6'- 0"
9'- 2"
6'- 0"
'-0
6'-
0"
6'-0" 2'-10" 6'-0"
1'-0"
CONCRETE STEPS,
SEE CIVIL FOR FINISH
FLOOR LEVELS
SLOPED
SIDEWALK,
SEE CIVIL
DRAWINGS
FOR FINISH
FLOOR LEVELS
BUILDING
ENTRY, SEE
OVERALL
FLOOR PLANS
ON A-161
CONCRETE
SIDEWALK, SEE CIVIL
LANDSCAPING,
SEE
LANDSCAPE
3.4 8%
SL
OP
E D N
DN
DN
C4
AS-500
MIN.
1'-0" MIN.
1'-0"
MI
N.
1'- 0"
AS-500
B4
AS-500
A4
7 EQ. TREADS
7'-0"
6'- 0"
CONCRETE STEPS,
SEE CIVIL FOR FINISH
FLOOR LEVELS
CONCRETE
SIDEWALK, SEE CIVIL
MIN.
1'-0"
DN
LANDSCAPING, SEE
LANDSCAPE
D4
AS-500
C4
AS-500
AS-500
A4
AS-500
B4
3'- 6"
F
RO
M
FF
1-1/2" Ø PAINTED STEEL
PIPE TOP RAIL AND POST
@ MAX 5' O.C., PAINTED
TO MATCH FEDERAL
STANDARD COLOR #
10091
R= 1 1/2" (TYP)
1-1/2" Ø INTERMEDIATE
PIPE RAIL @ MAX
SPACING 5" O.C.
PAINTED TO MATCH
POST
1-1/2" Ø SUPPORTING
POSTS @ MAX 5FT
O.C. PAINTED TO
MATCH FEDERAL
STANDARD COLOR #
10091
SLOPED
SIDEWALK
1-1/2" Ø PAINTED
STEEL PIPE TO MATCH
FEDERAL STANDARD
COLOR #10091
LANDSCAPE
SOLID, NON-
SHRINK GROUT
3'- 6"
F
RO
M
FF
3"
5" T
YP
REFLECTORIZED SIGN WITH
1-1/2" ROUNDED CORNERS
SIGNAGE TO MATCH
MUTCD R7-6
60" MIN OR 80" MIN
ABOVE GRADE OR
SURFACE IF
LOCATED IN AN
ACCESSIBLE ROUTE
3X #10X3/4" SELF-TAPPING
THROUGH BOLTS BEHIND
2" GALVANIZED SQUARE
STEEL PIPE POST, NON-
PUNCHED, PAINTED
PAVING OR
FINISH GRADE,
REF. CIVIL
GRADING
CONCRETE
FOOTING
1'-6" TYP, UNO
STD. CURB
NOTE: VERIFY TEXT
SIZE, COLOR, WORDING
WITH LOCAL AUTHORITY6"
M
IN
" M
IN4"
M
IN
20" Ø MIN
NO
PARKING
1'- 6"
1'-0"
" M
IN
U
NO
LOADING
ZONE
COMPREESIVE STRENGTH OF
CONCRETE TO BE 4,500 PSI
1/4" CHAMFER,
TYP.
ANCHOR HOLES W/
1/4" COUNTER SUNK
FOR 5/8" ANCHOR PINS
6FT WHEEL STOP MODEL CB06,
6'-0" L X 7-1/2" W X 5-1/2" H, 173
LBS, W/ TWO # 3 REINF. REBAR
TIED AND TWO #5 PINS
7 1/2"
4" 1 1
/2" 1 1/2" 4 1/2" 1 1/2"
(2) #3 REBARS TIED
5 1 /2"
A.C. PAVING 1'-0
1'-0
PER SCHEDULE
2' TO CL OF STRIPING
6'-0"
'-4
6'-0" 26'-6"
SIDEWALK CONTROL
JOINTS, SEE CIVIL
SURFACE MOUNT BIKE
RACK, HEAVY-DUTY
STEEL PIPE ASTM A53
SCHEDULE 40, 2 3/8"
OUTSIDE DIAMETER HOT-
DIPPED GALVANIZED
AFTER FABRICATIONS -
BASIS-OF-DESIGN "THE
ORIGINAL RIBBON RACK
RB-07"
CONCRETE SIDEWALK,
SEE CIVIL
6'- 0"
'-0
6'-
0"
8'-0"
8'- 9"
'-0
PROTECT-IN-
PLACE EXISTING
MANHOLE
EXTENTS OF
CONSTRUCTION
LOADING AREA
WHEEL STOP,
SEE B5/AS-501
LOADING ZONE
SIGNAGE, SEE
A2/AS-501
LIGHT FIXTURE,
SEE ELECTRICAL
LANDSCAPING, SEE
LANDSCAPE
5'- 6"
6" 5'-0" 6"
2'- 0"
4" 2"
TO
T
OP
O
F
ST
EE
L T
UB
E
3'- 0"
FRONT & BACK ELEVATIONSSIDE ELEVATION
PAINTED BLACK STEEL
PLATE SIGNAGE BOARD
4" HIGH 3/4" DEEP CLEAR
ANODIZED ALUM HELVETICA
MEDIUM LETTERS ON FRONT
& BACK SIDES
NOTES:
1. BRICK VENEER COLOR:
HERITAGE 441 BY
GENERAL SHALE BRICK
VENEER
2. LOCATE SIGN PER SITE
PLAN ON AS-101, ADJUST
LANDSCAPING TO ALLOW
UNOBSTRUCTED VIEWS.
3. PROVIDE
APPROPRIATE LIGHTING.
SEE ELEC DWG.
2'-0"
2" 6'-0" 2"
TOP VIEW
8" 5'-0" 8"
8"
6'-4"
2'- 4"
6'-0"
PRERCAST
CONCRETE CAP
BRICK VENEER
2" 2"
3"
TEMPORARY
LODGING FACILITY
SECTION
2" 4"
2'-
0"TYP
2" 8" CMU
1'-4"
8"X8" STEEL
TUBE ANCHORED
TO THE FOOTING
CONC FOOTING
BRICK VENEER (TYP)
AS-500
B1SIM
PAINTED BLACK
STEEL PLATE
SIGNAGE BOARD
PRERCAST CONCRETE CAP
PAINTED BLACK STEEL
PLATE CAP
BASE PLATE
SLOPE DN
SLOPE DN
SLOPE
DN
SLOPE DN
3'- 0"
2" 4"
2'- 0"
TYP
2"
3"
8" 8" 8"
5'- 6"
8"X8" STEEL TUBE
CONCRETE CURB
3" 1"
4" HIGH CLEAR ANODIZED ALUM
LOGO ON FRONT & BACK SIDES
CK
D
BY
AF
BC
IF
DA
TE
DR
W
N
BY
LE
E
SA
KA
HA
RA
AR
CH
IT
EC
TS
, I
NC
DE
SI
GN
ED
B Y:
DO
UG
LE
E
SHEET
IDENTIFICATION
LE
ES
AK
P
RO
J.
NU
MB
ER
PL
OT
D
AT
E:
PL
OT
S
CA
LE
SU
BM
IT
TE
D
BY
SI
ZE
FI
LE
N
AM
E:
AN
SI
D
SEAL
D
54321
54321
C
B
A
T.
LA
ZZ
AR
O
BA
SE
P
RO
J N O:
SO
LIC
IT
AT
IO
N
2 V on
K ar ma n A ve . S uit e 1
, Ir vin e, CA
6-
Te l.
(9
) 2
-1
Fa x.
(9
) 2
-1 ww w.
lee sa k.c om
/1
3/
:4 4:
P
M
As in dic ate d
SI
TE
P
LA
N
DE
TA
ILS
TE
MP
OR
AR
Y
LO
DG
IN
G
FA
CI
LIT
Y (T
LF
PE
TE
RS
ON
S
FB
, C O
K.
LE
E
-A
UG
-20
AS-501
J.
SM
ITH
-A
UG
-20
TL
F-
PE
TE
RS
ON
-A S-
1.D
W G
RT
A
DE
SI
GN
S
UB
MI
TT
AL
FO
R
CO
NS
TR
UC
TI
ON
AI
R
FO
RC
E
SE
RV
IC
ES
C
EN
TE
R
AI
R
FO
RC
E
IN
ST
AL
LA
TIO
N
MI
SS
IO
N
SU
PP
OR
T C
EN
TE
R, JB
SA
LA
CK
LA
ND
SA
N
AN
TO
NI
O, TE
XA
S
TD
KA
-50
W
F2
4R
SCALE: 1/4" = 1'-0"B3 ENLARGED BUILDING 8H ENTRY PLAN
SCALE: 1/4" = 1'-0"C5 ENLARGED SITE STAIRS PLAN
SCALE: 1" = 1'-0"A4 GUARDRAIL DETAIL
SCALE: 1 1/2" = 1'-0"A3 GUARDRAIL
SCALE: 3/4" = 1'-0"A2 LOADING ZONE SIGN
SCALE: 1 1/2" = 1'-0"B5 WHEEL STOP
SCALE: 1" = 10'-0"B1 ENLARGED SITE PLAN
SCALE: 1/2" = 1'-0"A1 MONUMENT SIGN
MA
RK
DE
S C
RI
PT
I O N
DA
TE
AP
PR
AM
E N
DM
E N T-
2 4
/11 /13
CK
D
BY
AF
BC
IF
DA
TE
DR
W
N
BY
S . V all ey
V iew
B lvd
., L as
V eg as , N
V
8-
Te
l. (
2)
0-
F ax
2)
0-w ww .le es ak
.co mDE
SI
GN
ED
B
Y:
MA
RI
AN
NA
H
UN
NI
CU
TT
SHEET
IDENTIFICATION
SO
LIC
IT
AT
IO
N:
LE
ES
AK
P
RO
J.
NU
MB
ER
PL
OT
D
AT
E:
PL
OT
S
CA
LE
SU
BM
IT
TE
D
BY
SI
ZE
FI
LE
N
AM
E:
D
54321
54321
C
B
A
TE
MP
OR
AR
Y
LO
DG
IN
G
FA
CI
LIT
Y (T
LF
PE
TE
RS
ON
S
FB
, C O
MH
MB
,C
A, PB
-N
OV
-20
W
F2
4R
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
Call before you D g
CALL
OR
1-800-922-1987
LE
E
SA
KA
HA
RA
AR
CH
IT
EC
TS
, I
NC
AI
R
FO
RC
E
IN
ST
AL
LA
TIO
N
MI
SS
IO
N
AI
R
FO
RC
E
SE
RV
IC
ES
C
EN
TE
R
SU
PP
OR
T C
EN
TE
R, JB
SA
LA
CK
LA
ND
SA
N
AN
TO
NI
O, TE
XA
S
8/
/2
5:
:5
PM
BA
SE
P
RO
J N O:
TD
KA
-5
RT
A
DE
SI
GN
S
UB
MI
TT
AL
FO
R
CO
NS
TR
UC
TI
ON
As in dic ate d06 -N
OV
-2
CD-501
TY
PI
C
AL
D
ET
AI
LS
-0
-C D
-5
.d w g
CD-501
ON-SITE ADA RAMP
CD-501
SIDEWALK5
CD-501
2.0' PROPOSED CURB OPENING
CD-501
0" CAST IN PLACE
CONCRETE CURB
MOUNTABLE CURB 1
CD-501
CD-501
3.0' VALLEY GUTTER
CD-501
HEAVY PAVEMENT SECTION
CD-501
6" TO 0" CURB TRANSITION
CD-501
CONCRETE PAVEMENT SECTION
CD-501
CONCRETE AT PLAYGROUND SECTION
CD-501
3' CURB CUT AT
PLAYGROUND SECTION
3/4"
MAX.
CK
D
BY
AF
BC
IF
DA
TE
DR
W
N
BY
S . V all ey
V iew
B lvd
., L as
V eg as , N
V
8-
Te
l. (
2)
0-
F ax
2)
0-w ww .le es ak
.co mDE
SI
GN
ED
B
Y:
MA
RI
AN
NA
H
UN
NI
CU
TT
SHEET
IDENTIFICATION
SO
LIC
IT
AT
IO
N:
LE
ES
AK
P
RO
J.
NU
MB
ER
PL
OT
D
AT
E:
PL
OT
S
CA
LE
SU
BM
IT
TE
D
BY
SI
ZE
FI
LE
N
AM
E:
D
54321
54321
C
B
A
TE
MP
OR
AR
Y
LO
DG
IN
G
FA
CI
LIT
Y (T
LF
PE
TE
RS
ON
S
FB
, C O
MH
MB
,C
A, PB
-N
OV
-20
W
F2
4R
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
Call before you D g
CALL
OR
1-800-922-1987
LE
E
SA
KA
HA
RA
AR
CH
IT
EC
TS
, I
NC
AI
R
FO
RC
E
IN
ST
AL
LA
TIO
N
MI
SS
IO
N
AI
R
FO
RC
E
SE
RV
IC
ES
C
EN
TE
R
SU
PP
OR
T C
EN
TE
R, JB
SA
LA
CK
LA
ND
SA
N
AN
TO
NI
O, TE
XA
S
8/
/2
5:
:5
PM
BA
SE
P
RO
J N O:
TD
KA
-5
RT
A
DE
SI
GN
S
UB
MI
TT
AL
FO
R
CO
NS
TR
UC
TI
ON
As in dic ate d06 -N
OV
-2
CD-505
TY
PI
C
AL
D
ET
AI
LS
-0
-C D
-5
.d w g
ADA ACCESSIBLE HANDICAP RAMP1
CD-505
ADA ACCESSIBLE HANDICAP RAMP - ENLARGED DETAIL2
CD-505
CROSS PAN GUTTER DETAIL3
CD-505
SD x
SD x
SD x
SD x
SD x SD x
SD x SD x
SD x SD x
CD
-5
H
CD
-5
A
CD-500
F
CK
D
BY
AF
BC
IF
DA
TE
DR
W
N
BY
S . V all ey
V iew
B lvd
., L as
V eg as , N
V
8-
Te
l. (
2)
0-
F ax
2)
0-w ww .le es ak
.co mDE
SI
GN
ED
B
Y:
MA
RI
AN
NA
H
UN
NI
CU
TT
SHEET
IDENTIFICATION
SO
LIC
IT
AT
IO
N:
LE
ES
AK
P
RO
J.
NU
MB
ER
PL
OT
D
AT
E:
PL
OT
S
CA
LE
SU
BM
IT
TE
D
BY
SI
ZE
FI
LE
N
AM
E:
D
54321
54321
C
B
A
TE
MP
OR
AR
Y
LO
DG
IN
G
FA
CI
LIT
Y (T
LF
PE
TE
RS
ON
S
FB
, C O
MH
MB
,C
A, PB
-N
OV
-20
W
F2
4R
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
Call before you D g
CALL
OR
1-800-922-1987
LE
E
SA
KA
HA
RA
AR
CH
IT
EC
TS
, I
NC
AI
R
FO
RC
E
IN
ST
AL
LA
TIO
N
MI
SS
IO
N
AI
R
FO
RC
E
SE
RV
IC
ES
C
EN
TE
R
SU
PP
OR
T C
EN
TE
R, JB
SA
LA
CK
LA
ND
SA
N
AN
TO
NI
O, TE
XA
S
8/
/2
5:
:5
PM
BA
SE
P
RO
J N O:
TD
KA
-5
RT
A
DE
SI
GN
S
UB
MI
TT
AL
FO
R
CO
NS
TR
UC
TI
ON
As in dic ate d06 -N
OV
-2
CG-303
G R
AD
IN
G P
LA
N
C O
N
ST
R U
C
TI
O N
N O
TE
S
-0
-C G
-3
.d w g
NORTH
NORTH
CONSTRUCTION NOTES
CD-500
F
CD-500
C
CD-500
E
CD-500
B
CD
-5
D
CD
-5
G
CD-500
C
CK
D
BY
AF
BC
IF
DA
TE
DR
W
N
BY
S . V all ey
V iew
B lvd
., L as
V eg as , N
V
8-
Te
l. (
2)
0-
F ax
2)
0-w ww .le es ak
.co mDE
SI
GN
ED
B
Y:
MA
RI
AN
NA
H
UN
NI
CU
TT
SHEET
IDENTIFICATION
SO
LIC
IT
AT
IO
N:
LE
ES
AK
P
RO
J.
NU
MB
ER
PL
OT
D
AT
E:
PL
OT
S
CA
LE
SU
BM
IT
TE
D
BY
SI
ZE
FI
LE
N
AM
E:
D
54321
54321
C
B
A
TE
MP
OR
AR
Y
LO
DG
IN
G
FA
CI
LIT
Y (T
LF
PE
TE
RS
ON
S
FB
, C O
MH
MB
,C
A, PB
-N
OV
-20
W
F2
4R
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
Call before you D g
CALL
OR
1-800-922-1987
LE
E
SA
KA
HA
RA
AR
CH
IT
EC
TS
, I
NC
AI
R
FO
RC
E
IN
ST
AL
LA
TIO
N
MI
SS
IO
N
AI
R
FO
RC
E
SE
RV
IC
ES
C
EN
TE
R
SU
PP
OR
T C
EN
TE
R, JB
SA
LA
CK
LA
ND
SA
N
AN
TO
NI
O, TE
XA
S
8/
/2
5:
:5
PM
BA
SE
P
RO
J N O:
TD
KA
-5
RT
A
DE
SI
GN
S
UB
MI
TT
AL
FO
R
CO
NS
TR
UC
TI
ON
As in dic ate d06 -N
OV
-2
CG-304
G R
AD
IN
G P
LA
N
C O
N
ST
R U
C
TI
O N
N O
TE
S
-0
-C G
-3
.d w g
NORTH
CONSTRUCTION NOTES
NORTH
PLAN VIEW
GROUT SOLID ALL CELLS
CUT C.M.U. FACE SHELL OF EACH
BLOCK. 4" WIDE (MIN.)
SHORE MASONRY WALL DURING
GROUTING AS REQUIRED TO
PREVENT BREAKOUT
SEE WALL SECTIONS FOR ACTUAL
WIDTH OF DOUBLE WYTHE WALL
DOUBLE WYTHE CUT MASONRY
M01-08 080304 NO SCALE
MONUMENT SIGN
110-170696 NO SCALE
1"x1'-2" x14" BASE PLATE w/ (4) 3/4" DIA. x 8" EMBEDDED
HEAVY HEX HEAD BOLTS EACH
END OF SIGN
HSS8x8x1/8 EACH END OF SIGN2
#4 CONT. AT 16" o.c. E.W.3
NATURAL GRADE OR COMPACTED
SUBGRADE
VENEER PER ARCH'L5
DOUBLE WYTHE 8" CMU
w/ #4 AT 24" o.c. VERT. E.F.
SEE DETAIL 114 FOR ADDITIONAL
REQUIREMENTS AT DOUBLE WYTHE WALL
#2 HAIRPINS AT 8" o.c.7
STEEL SIGN PER ARCH'L8
PRECAST CONCRETE CAP9
3" CL
R.3" CLR.
TYP.
1/2
1'-0
MIN
7'-6 " M
AX
2'-6 " M
IN.
3'-6 " M
AX
1/8
3'-0"
6'-4"
8" 5'-0" 8"
2'-4
10" 8"
10"
PLAN VIEW
2" 6'-0" 2"
CONCRETE FOOTING10
3"
CL
R.
6" M
IN.
12" MIN.
8" MIN
MIN. EMBEDMENT PER FOUNDATION
PLAN NOTES OR PLAN(S)
#4 NOSING BAR
#4 AT 12" o.c. EACH WAY, CENTER IN
MIN.THICKNESS
EXTERIOR SLAB, AS OCCURS
NO SCALE
TYPICAL CONCRETE STAIR ON GRADE
F01-08 170619115
RT
A
DE
SI
GN
S
UB
MI
TT
AL
FO
R
CO
NS
TR
UC
TI
ON
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
S-
CK
D
BY
AF
BC
IF
DA
TE
DR
W
N
BY
L E E
S A
K A
H A
R A
A R
C H
IT
E C
T S
IN
C
2 V
ON
K ar ma n A ve
. S uit e 1
, ir vin e C A
6-
Te
l. (
9)
1-
F ax
9)
1-w ww
.le es ak .co m
DE
SI
GN
ED
B Y:
SHEET
IDENTIFICATION
SO
LIC
IT
AT
IO
N:
LE
ES
AK
P
RO
J.
NU
MB
ER
PL
OT
D
AT
E:
PL
OT
S
CA
LE
SU
BM
IT
TE
D
BY
SI
ZE
FI
LE
N
AM
E:
AN
SI
D
SEAL
D
54321
54321
C
B
A
As in dic ate dS.
H
AL
L
S.
H
AL
L
/13
/24
CA
D
-A
UG
-2
W
F2
4R
S-
3.d wg
AI
R
FO
RC
E
SE
RV
IC
ES
A
CT
IV
ITY
A
IR
FO
RC
E
IN
ST
AL
LA
TIO
N
MI
SS
IO
N
SU
PP
OR
T C
EN
TE
R, JB
SA
LA
CK
LA
ND
SA
N
AN
TO
NI
O, TE
XA
S
TE
MP
OR
AR
Y
LO
DG
IN
G
FA
CI
LIT
Y (T
LF
PE
TE
RS
ON
A
FB
, C O
S.
H
AL
L
BA
SE
P
RO
J N O:
TD
KA
-5
FO
UN
DA
TIO
N D
ET
AIL
S
S-403
AM
EN
DM
EN
T-
/13 /20 stephanie Stamp
| AS-501 |
| AS-501 - SITE PLAN DETAILS |
| CD-501 |
| CD-501 |
| CD-505 |
| CD-505 |
| CG-303 |
| CG-303 |
| CG-304 |
| CG-304 |
S-403
File details come from the government source that posted it. Updated .