NCA-MH_S-110.pdf
PDF 364 KB Posted
- Solicitation number
- W912P520B0002
About this file
This solicitation package outlines requirements for improvements at the Mountain Home National Cemetery in Tennessee. The project involves demolishing the existing administration building and storage shed, constructing a new restroom building with informational kiosk, modifying the committal shelter, replacing flag pole lights, sealing select areas, and upgrading the maintenance yard. The maintenance yard upgrade includes building a wash rack system, headstone storage, equipment storage, covered work areas, bulk storage bins, fuel tank relocation, and truck delivery dock. The project also installs an irrigation system across the 43-acre cemetery. Major tasks detailed are demolition, abatement, structure and foundation work, utilities, roadwork, landscaping, and cemetery upgrades. The solicitation was issued by the U.S. Army Corps of Engineers Nashville District on behalf of the Department of Veterans Affairs National Cemetery Administration for a firm-fixed price construction contract to complete the required improvements at the Mountain Home National Cemetery.
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Text version
Project Number
Drawing Number
Project Title
Location
Drawing Title of Veterans Affairs
U.S. Department
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
U N I T
E D
STATES OF
AM
E
R I C
A
E
N T
OF
VETERANS
A F F
A I R
S
N
C
A
ATIONAL
EMETERY
DMINISTRATION
KEY MAP
1" = 500'
NORTH
PLAN
N
NCA: 864-CM3-010
JOHNSON CITY, TENNESSEE
Approved:
Submitted :
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
BENJAMIN L. ROHRBACH, P.E.
CHIEF, CIVIL DESIGN BRANCH
ROBERT W. BAULSIR III, P.E.
CEMETERY IMPROVEMENTS
NATIONAL CEMETERY
MOUNTAIN HOME
SAINT PAUL, MN 55101
180 5th STREET EAST, SUITE 700
ST. PAUL DISTRICT
U.S. ARMY CORPS OF ENGINEERS
NASHVILLE, TN 37203
110 9th AVE. SOUTH
NASHVILLE DISTRICT
U.S. ARMY CORPS OF ENGINEERS
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Designed By Drawn By Checked By
SOLICITATION NO: W912P5-20-B-0002
CONTRACT NO: W912P5-20-C-XXXX
Issue Date
APRIL 2020
GENERAL SHEET NOTES:
LEGEND:
Certified Final Documents - RTA
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CLASS "B" LAP
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TYP HSS BEAM TO HSS COL
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TYP CONT HSS BEAM TO HSS COL
TYP HSS BASE PLATE DETAIL
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END WALL & SLAB SECTION CENTER WALL & SLAB SECTION
A A
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END REINFORCEMENT ARRANGEMENT
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CLASS "B" LAPCLASS "B" LAP
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WALL AND FOOTER SHOWN,
VERTICAL WALL REINFORCEMENT
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N.T.S. N.T.S.
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N.T.S.N.T.S.
S110
S110
S110
S110 S110
S110 DOWELED
CONTROL JOINT
DAY THE SLAB IS POURED
OF SLAB. SAW CUT MUST BE DONE ON THE SAME
EQUIPMENT WITHOUT DAMAGE TO FINISH SURFACE
SUPPORT WEIGHT OF WORKERS AND SAWING
MAKE SAW CUTS AS SOON AS SLAB IS ABLE TO
STRUCTURAL WELDING.
ALL WELDS TO BE DONE ACCORDING TO AWS D1.1
REFER TO SHEET S100 FOR GENERAL NOTES
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US Army Corps
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PLAN SET
SHEET KEYNOTES
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#5 CONTINUOUS
#5@12" O.C.
#5 @ 12" O.C. (TYP.)
#5 FULL HEIGHT VERT. REINF.
#5 @ 12" O.C. (TYP.)
#5 FULL WALL HEIGHT VERT. REINF.
PLATE
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- DETAILS
STORAGE BINS
12" SPACING
SMOOTH 1" DIA X 18" DOWEL
INTO CONCRETE
EMBEDDED 18"
ANCHOR BOLTS
WEDGE TYPE
W/ (4) - 3/4" DIA
STEEL BASE PLATE
GALVANIZED
INTO CONCRETE
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ANCHOR BOLTS
WEDGE TYPE
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LUBRICATE ONE END
#5 CONTINUOUS
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