Concrete_Contract_Drawings_JULY2019.pdf
PDF 3 MB Posted
- Attached to
- Fort Peck - Recreation Area Concrete Federal contract opportunity
- Solicitation number
- W9128F-19-Q-0099
About this file
DRAWINGS AND LOCATIONS FOR FORT PECK CONCRETE IN PLACE SIDEWALKS, CURBS, CAMP PADS, SHELTER PADS & COMFORT STATION
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_-_FP_Concrete_Spec_03_30_53.pdf | ||
| Amendment_01_Clarify_Quotation_Due_Date.pdf | ||
| W9128F19Q099_-_Ft_Peck_Concrete_RFQ.pdf |
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
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
FORT PECK PROJECT
SIDEWALKS, CURBS, CAMP PADS
SHELTER PADS & COMFORT STATION
US Army Corps of Engineers
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-01
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
E R
A D
M
F O
A
T I O
N
I N
D E
X
F O
C
K
P
R O
J E
C T
B
X
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I L
U M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
D
A
W I N
G
S
E T
CONTRACT DESIGN
INDEX:
C-01 INDEX
C-02- COMFORT STATION PLAN - SHEET 1
C-03- COMFORT STATION PLAN - SHEET 2
C-04- DETAILS - CURBS, SIDEWALKS, ETC
C-05- CLIN 0001 & 0002
C-06- CLIN 0003 & 0004
C-07- CLIN 0005 & 0006
C-08- CLIN 0007 & 0008
C-09- CLIN 0009 & 0010
C-10- CLIN 0011 & SUMMARY
6' 6'3'
C O
N C
W
A L K
7" CONC. CURB
(AT BASE)
SLOPE
1:12
SLOPE
1:12
S L O
5'
V
A
R
I
E
S
EMBEDDED
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-02
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
C O
M F
O R
T
S
T A
T I O
N
P
L A
N
S
H E
O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
137°
133°
133°
137°
137°
133°
132°
147°
133°
133°
90°
167°
8"
6"
1 1/2"
5"
3"
EMBEDDED GRATE
AND TRENCH, WITH 4" CAST
IN PLACE PIPE
FROM DOWNSPOUT
SEE DETAIL
ADA RAMP
SEE DETAIL
5"
COMFORT STATION SIDEWALK PLAN VIEW
SCALE: 1" : 5'
6'
SLOPE MAX 5%
#4 - 18" O.C.EACH WAY
VARIES
ADJACENT
SIDEWALK
7"
6"
5"
SLOPE
" : 1'
BROOM FINISH
4'
6" 8"
1'
4" PIPE
EMBEDDED GRATE & TRENCH DETAILS
N.T.S
ADA RAMP DETAILS
SCALE: VARIES
AutoCAD SHX Text Z
AutoCAD SHX Text Z
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-03
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
C O
M F
O R
T
S
T A
T I O
N
P
L A
N
S
H E
O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
32'-6"
5'
5'
7"
1'-6"
10'-9
98'
9'-4
12'-3"
6'
18'-1"
R
R
15'-4"
6'-3
" 6'-3
7'-2
6'-3
7'-2
38'-5"
46'-6
35'-11
7'
CURB AND GUTTER
SEE DETAIL
30'-6"
5'-11"
15' 15' 46' 15' 8'
5'
COMFORT STATION SIDEWALK PLAN VIEW
SCALE: 1" : 5'
5'-2
6'
SCALE: 1 " = 1' - 0"
X X
X
X
CONCRETE SIDEWALK
WITH CURB AND GUTTER
CURB AND GUTTER
BOND BREAKER
MATERIAL
BROOM FINISH
5'-7"
SLOPE:
" : 1'-0"
4"
" CRUSHED AGGREGATE BASE
FINISHED
GRADE
COMPACTED
SUBGRADE
#4 - 18" O.C.EACH WAY
" CRUSHED AGGREGATE BASE
FINISHED
GRADE
COMPACTED
SUBGRADE
#4 - 18" O.C. EACH WAY
REBAR EXTENDED 6"
INTO BUILDING FOUNDATION
@ 3' O.C.
COMFORT STATION
(OR EXISTING BUILDING)
EXPANSION JOINT MATERIAL
BUILDING WITH REBAR DOWEL
EXPANSION JOINT
TYPICAL CONCRETE JOINT DETAILS
N.T.S.
CONTRACTION JOINT
JOINT SEALER
CONFORMING TO ASTM C920
PREMOULDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1752
" Radius
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-04
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
D E
T A
I L S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
COMPACTED SUBGRADE #4 - 18" O.C.EACH WAY
TYP SLAB ON GRADE
CURB AND GUTTER
TYPICAL DETAIL
CONCRETE SIDEWALK @ BUILDING
SCALE: 1 " = 1' - 0"
SCALE: 1 " = 1' - 0"
SCALE: 1 " = 1' - 0"
VARIES
SLOPE:
" : 1'-0"
EACH DIRECTION
SLOPE: MAX 2%
R3'
R4'
2'
24'
6"
2.5" CRUSHED AGGREGATE BASE
COMPACTED SUBGRADE BASE
4" SIDEWALK
BOND BREAKER MATERIAL
2% SLOPE
(OR MATCH THE SUPERELVATION
OF EXISTING ROAD/LOT)
1" DEEP CONTRACTION JOINT PLACED AT 10'
MAXIMUM INTERVALS
4% SLOPE
EDGE OF PAVEMENT
4" AT APP. ENTRANCE
5" AT CURB RAMP
AutoCAD SHX Text Z
AutoCAD SHX Text Z
AutoCAD SHX Text Z
AutoCAD SHX Text Z
AutoCAD SHX Text Z
AutoCAD SHX Text Z
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-05
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
L O
C A
T I O
N
M
A P
S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
CLIN 0001
COMFORT STATION SIDEWALK, CURB & GUTTER
1,500 SF SIDEWALK
100 LINEAL FEET CURB & GUTTER
SEE DRAWINGS FOR LAYOUT PLAN, DIMENSIONS AND DETAILS
SHEETS C-02, C-03; C-04
CLIN 0002
WEST END TENT & TRAILER SIDEWALK TO TOILET
7' X 25' SIDEWALK = 175 SF
APPROXIMATE LOCATION WILL BE FIELD STAKED BY GOVERNMENT
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-06
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
L O
C A
T I O
N
M
A P
S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
CLIN 0003
WEST END TENT AND TRAILER CAMP PADS
12' X 12' PAD = 144 SF
3 PADS @ 144 SF = 432 SF TOTAL AT THIS LOCATION
APPROXIMATE LOCATION WILL BE FIELD STAKED BY GOVERNMENT
CLIN 0004
WEST END TENT AND TRAILER SHELTER #7 PAD
20' X 24' PAD = 480 SF
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-07
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
L O
C A
T I O
N
M
A P
S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
CLIN 0005
DUCK CREEK CAMP PADS
12' X 12' PAD = 144 SF
7 PADS @ 144 SF = 1008 SF TOTAL AT THIS LOCATION
APPROXIMATE LOCATION WILL BE FIELD STAKED BY GOVERNMENT
CLIN 0006
INTERPRETIVE CENTER SIDEWALK
6' X 33' SIDEWALK = 198 SF
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-08
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
L O
C A
T I O
N
M
A P
S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
CLIN 0007
1ST DREDGE SWIM BEACH SIDEWALK TO TOILET
7' X 6' PAD = 42 SF
APPROXIMATE LOCATION WILL BE FIELD STAKED BY GOVERNMENT
CLIN 0008-OPTION
WEST END
POINT SHELTER PAD
15' X 42' PAD = 630 SF
THIS SITE WILL REQUIRE ADDITIONAL FILL TO MEET EXISTING BUILDING
ELEVATION
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-09
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
L O
C A
T I O
N
M
A P
S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
CLIN 0009-OPTION
WEST END 3 SHELTER PAD
28' X 40' = 1120 SF
APPROXIMATE LOCATION WILL BE FIELD STAKED BY GOVERNMENT
CLIN 0010-OPTION
BONE TRAIL SHELTER PAD
24' X 36' PAD = 864 SF
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SHEET ID
DSCMP
J M
O L S
T A
D
M V
A N
D A
L L
N A
M F
P O
P N
C
C-10
S I D
E W
A L K
S
C
U R
B S
C
A M
P
P
A D
S
S H
E L T
D
M
F O
A
T I O
N
L O
C A
T I O
N
M
A P
S
F O
C
K
P
R O
J E
C T
F O
C
K
M
T
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
O M
A H
A
N
E
A P
R I L
F I
M
B E
R
F I
M
E
A N
S I
D
F O
C
K
D
A M
M
O N
T A
N A
C O
N T
R A
A
W I N
G
S
E T
CONTRACT DESIGN
CLIN 0011-OPTION
BONE TRAIL VAULT SIDEWALK
6' X 18' = 108 SF
| Sheets and Views |
| ComfortStationSidewalk-Cover_D |
| ComfortStationSidewalk-D_INDEX |
| ComfortStationSidewalk-D_Dimensions-ANGULAR |
| ComfortStationSidewalk-D_Dimensions |
| ComfortStationSidewalk-D_DETAILS |
| ComfortStationSidewalk-1 & 2 |
| ComfortStationSidewalk-3 & 4 |
| ComfortStationSidewalk-5 & 6 |
| ComfortStationSidewalk-7 & 8 |
| ComfortStationSidewalk-9 & 10 |
| ComfortStationSidewalk-11 & SUMMARY |
File details come from the government source that posted it.