W912QR24R0022_Plans-0001.pdf
PDF 4 MB Posted
- Solicitation number
- W912QR24R0022
About this file
This document appears to be the plans and drawings for the Design/Bid/Build Military Equipment Parking (MEP) Lot Addition at Cedar Rapids, IA, which is the subject of Solicitation Number W912QR24R0022.
The solicitation is for a Firm-Fixed-Price (FFP) contract to provide all labor, material, and equipment necessary to safely construct a fenced and lighted military vehicle parking expansion, converting an undeveloped site into approximately 9,200 square yards of parking and apron space. The contract duration is 240 calendar days. This is an Unrestricted (Full and Open) procurement with a Source Selection process evaluating technical factors and past performance, in addition to price. The magnitude of the construction project is anticipated to be between $5,000,000 and $10,000,000. The solicitation and related documents are available electronically on the SAM.gov website, and offerors must have an active SAM registration to be eligible for award.
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Other files
| File | Type | Posted |
|---|---|---|
| W912QR24R0022_Specs-0001.pdf | ||
| W912QR24R0022_Specs-0000.pdf | ||
| W912QR24R0022_Plans-0000.pdf |
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Text version
US Army Corps of Engineers ®
SHEET ID
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6" DENSE GRADED
CRUSHED STONE
(IDOT 4120.02
GRADATION 11)
AGGREGATE PAVEMENTD1
A1
SUBGRADE AS APPROVED BY
SOILS ENGINEER
6" PCC PAVEMENT (4,000 PSI) FC
(IDOT 2301.02)
SUBGRADE AS APPROVED BY
SOILS ENGINEER
6" WELL-GRADED CRUSHED STONE
(IDOT 4121 GRADATION 12A)
HEAVY DUTY CONCRETE PAVEMENTE1
4" DRAINAGE LAYER-
RAPID DRAINING MATERIAL CONTAINING
0-3% PASSING PASSING U.S. NO. 16 SIEVE
(IDOT 4121 GRADATION 12A)
REINFORCED CONCRETE PANEL
NTSC4
WELDED WIRE FABRIC
(T
4)
3"
3" 3"
"T" VARIES (SEE
CONCRETE SECTIONS E1
AND F1 ON THIS SHEET)
6"x6"xW4xW4 WWM
3"
REINFORCED PANELS
6"x6"xW4xW4 WWM
CONTROL
JOINTS
COMPACT SUBGRADE
SEE DETAIL E1/C-501 FOR
PAVEMENT SECTION
3:1
VARIES
6" TYP.
12" TYP.
5%
3'
5%
AGGREGATE DRAIN AS
SHOWN ON CG101
INTEGRAL CURB DETAIL
NTSE4
NTSE8 AGGREGATE DRAIN DETAIL
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GEOTEXTILE (IDOT SECTION 4196)
GEOTEXTILE (IDOT SECTION 4196)
12"
7" WELL-GRADED CRUSHED STONE
(IDOT 4121 GRADATION 12A)
12"
GEOTEXTILE (IDOT SECTION
4196)
A
A
SECTION A-A FROM
EDGE OF PAVEMENT
12"
8"
AGGREGATE DRAIN NOTES:
1. MATCH GEOTEXTILE OVERLAP TO
TRENCH WIDTH
2. SLOPE THE BOTTOM OF THE
TRENCH TO DRAIN.
3. CONSTRUCT AGGREGATE DRAINS
AFTER COMPLETION OF GRANULAR
PAVEMENT COURSES.
4. EXCAVATE THE TRENCH TO FURNISH
A CLEAN EXPOSURE OF THE
GRANULAR PAVEMENT COURSES.
5. PLACE SUITABLE BACKFILL
MATERIAL ABOVE THE TRENCH.
GEOTEXTILE (IDOT SECTION
4196)
IDOT 4121 GRADATION 12A
GRAVEL MOW STRIP
NTSB8
LAWN/GRASS
#2 ROCK SOIL SEPARATOR FABRIC
(8 MIL THICK PERFORATED
POLY FABRIC)
4"
STEEL EDGING
1'-6"
FENCE
STEEL EDGING
1'-6"
TAPPING SLEEVE
N.T.S.F1
THRUST
BLOCK
STAINLESS
STEEL TAPPING
WITH CAST
IRON FLANGE
EXISTING
WATER MAIN
TAPPING VALVE
FINISHED
GRADE
SLIDE OR
SCREW TYPE
VALVE BOX
1'-6" X 1'-6" PSI
CONCRETE I
WATER
MAIN
PROVIDE
CONCRETE
BEARING PAD
PLAN
PROFILE
NOTES:
SIZE ON SIZE TAPS ARE
NOT PERMITTED ON
MAINS LARGER THAN 12"
IN DIAMETER.
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4/1/2024 W
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
US Army Corps of Engineers ®
SHEET ID
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NOTE:
TAILWATER < O.5 Ød AND ASSUMING FULL CULVERT FLOW
(HIGH TAILWATER CONDITIONS).
MINIMUM VALUES, SEE PLAN
NOTES:
1. La IS THE LENGTH OF THE RIP-RAP APRON.
2. MATERIAL CONFORMING TO IDOT 4196 EMBANKMENT EROSION CONTROL
FABRIC TO BE INSTALLED UNDER RIP-RAP.
END SECTION, CONCRETE
FLOOR OR RIP-RAP (TYP.)
GEOTEXTILE (SEE NOTE 2)
IDOT 4130 CLASS E REVETMENT
D
La d
W
3d
W2 = d + 0.4 La
OUTLET D (IN) V25 (FT/S) LA (FT) W1 (FT) W2 (FT)
< 18 < 18 < 18 8 3.75 4.50
18 18 18 9 4.50 5.25
24 24 24 20 6 13
36 36 36 32 9 16
E5
A1 A4 JOINT SEALANTS
NTSA7
CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT
BUTTED JOINT JOINT
FILLER
INITIAL SAWCUT
(1 8")
LUBRICATE
AS SPECIFIED
LUBRICATE
AS SPECIFIED
LUBRICATE
AS SPECIFIED
PREFORMED
COMPRESSION
SEAL
PREFORMED
COMPRESSION
SEAL
PREFORMED
COMPRESSION
SEAL
PAVEMENT
SURFACEPAVEMENT
SURFACE
PAVEMENT
SURFACE
PAVEMENT
SURFACEW W W
3/4" MIN.
D D D
PREFORMED COMPRESSION SEAL
NOTE:
1. DEPTH AND WIDTH OF UNCOMPRESSED SEAL SHALL BE RECOMMENDED BY MANUFACTURER, EXCEPT THE STALL DEPTH SHALL
NOT BE LESS THAN 1.5 INCHES.
2. TOP OF PREFORMED SEAL SHALL BE 18 TO 14 INCH BELOW THE PAVEMENT SURFACE. IN AREAS TO BE GROOVED, THE JOINT SEAL
SHALL BE RECESSED BELOW THE DEPTH OF THE GROOVES.
3. COMPRESSION SEALS MUST BE IN COMPRESSION AT ALL TIMES.
4. JOINTS WITHIN LIQUID OXYGEN (LOX) AREA WILL NOT BE SEALED
JOINT SPACING
(FEET)
WIDTH (IN.)
MIN. MAX.
20 1/2 5/8
20 (NAVY) 3/8 ---
C
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SEE DETAIL C4/C-505 FOR
FOOTING
C4
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3-25-2024
W
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
| C-501 |
| C-505 |
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