NCA-MH_S-109.pdf
PDF 365 KB Posted
- Solicitation number
- W912P520B0002
About this file
This solicitation package outlines requirements for improvements to the Mountain Home National Cemetery in Johnson City, Tennessee. Key projects include 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 will include building a wash rack system, headstone storage, equipment storage, covered work areas, new bulk storage bins, relocating the fuel tank, and adding a dock. Additionally, the solicitation requires installing an irrigation system for the 43-acre cemetery and completing various other ground works, utility connections, landscaping and resurfacing. Responses to the solicitation are due by the Army Corps of Engineers, Nashville District to support 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
/8 /2
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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
2 ROOF FRAMING PLAN
T/STEEL @
HIGH POINT
S109
T/STEEL
ML CDH JDB
END WALL SECTION DETAILS
- STORAGE BINS
CROSS SECTION
RETAINING WALL
EDGE OF FOOTING TO
S110
2 3
S109
S109
S109
S109
S109
S110 S110
C507
S110 S110
C507
- PLAN VIEW
STORAGE BINS & SLAB
S109
"211'-915'-9"
2'-0"
E
Q U
A L S
P A
C E
S
"21
13'-0" 13'-0"
SLAB - EDGE OF
FOOTING TO RETAINING WALL
1'-0"
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
®of Engineers
US Army Corps
P lo t
D a te
P lo t T im e
F il e N a m e
VA FORM 08 - 6231
PLAN SET
SHEET KEYNOTES
4'0 2' 8'
1HSS9X5X
1HSS5X3X
1HSS5X3X
1HSS5X3X
1HSS9X3X
1HSS7X5X
1HSS4X3X
1HSS7X5X
TYP
TYP
COLUMNS8
3HSS5X5X
H
S S
X
X
H
S S
X
H
S S
X
H
S S
X
H
S S
X
X
1HSS9X5X
1HSS5X3X
1HSS5X3X
1HSS5X3X
1HSS9X3X
1HSS9X5X
1HSS5X3X
1HSS5X3X
1HSS5X3X
1HSS9X3X
1HSS9X5X
1HSS5X3X
1HSS5X3X
1HSS5X3X
1HSS9X3X
WALL
REINFORCED CONCRETE
BOTH SIDES.
SEAM PANELS. PREFINISHED
ANODIZED ALUMINUM STANDING
S L
O P
E
S L
O P
E
S L
O P
E
" DIA) ANCHOR BOLTS (18" EMBED)4
34 (
GALVANIZED STEEL BASE PLATE W/
ON FOOTINGS
WALLS CENTERED
METAL PANELS
FLASHING TO MATCH
PRE-FINISHED RAKE
PRE-FINISHED BOTH SIDES
STANDING SEAM PANELS
ANODIZED ALUMINUM
METAL PANELS
FLASHING TO MATCH
PRE-FINISHED DRIP
PAINTED STEEL FRAME
HSS5X5
END WALL
REINFORCED CONCRETE
H
S S
X
H
S S
X
X
BOLTS (18" EMBED)
" DIA) ANCHOR 4
34 (
BASE PLATE W/
GALVANIZED STEEL
BOLTS (18" EMBED)
" DIA) ANCHOR 4
34 (
BASE PLATE W/
GALVANIZED STEEL
CONNECTION TYP
REF 3/S106 FOR
HSS REF 2/S105 FOR SIZE,
S L
O P
E
S L
O P
E
S L
O P
E
S L
O P
E
SLOPE
S L
O P
E
S L
O P
E
GENERAL LAYOUT
STORAGE BINS -
S109
CG 102A
REFER TO
JOINT DETAIL -
JOINT
EXPANSION
S111 & S112
ON SHEET -
DETAIL SHOWN
SECTION -
RETAINING WALL
3. BOLLARD DETAILS SHOWN ON SHEET C 507
2. SLOPE ALL STORAGE 1% GRADE
1. REFER TO SHEET S100 FOR GENERAL NOTES
1HSS4X3X
1HSS4X3X
14X3X
HSS
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