W912QR24R0052_Plans-0004.pdf
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- Solicitation number
- W912QR24R0052
About this file
This document contains the plans and drawings for the demolition, site, utility, and architectural elements of a Design-Build construction project for a Network Enterprise Center (NEC) at Fort Hunter Liggett, CA. The project includes the demolition of an existing NEC building, warehouse, and associated site infrastructure. The new facility includes a main building with office, storage, and technical spaces, as well as supporting site elements such as parking, stormwater management, and utilities. The drawings provide details on the site layout, civil infrastructure, architectural finishes, and room data. This solicitation, numbered W912QR24R0052, is being issued by the U.S. Army Corps of Engineers, Louisville District. The project is intended to provide improved network capabilities and infrastructure for the installation.
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Text version
NEC
BLDG 197
IN
TR
E P
ID
A
V E
N U
E
INFANTRY ROAD
NEC
WAREHOUSE
SSMH
RIM 1053.30
INV 1050.15 6" E
INV 1050.21 6" W
SSMH
RIM 1054.34
INV 1051.23 6" N
INV 1051.17 6" E
INV 1051.09 6" W
SDMH 2.25
RIM 1056.74
INV 1053.58 6" E
INV 1053.49 18" W
SSMH
RIM 1056.48
INV 1053.90 4" N
INV 1053.57 4" E
SSMH
RIM 1058.60
INV 1052.38 6" NE
INV 1052.22 8" S
INV 1052.27 6" W
SSMH
RIM 1058.45
INV 1054.38 6" N
INV 1054.42 6" S
INV 1054.30 6" W
SSMH
RIM 1052.56
INV 1049.69 6" N
INV 1049.56 6" E
INV 1049.51 6" S
INV 1049.54 6" W
SSMH
RIM 1060.16
INV 1056.09 6" N
INV 1056.00 6" S
SSMH
RIM 1083.22
INV 1078.95 6" NE
INV 1078.87 6" SW
SSMH
RIM 1055.00
INV 1051.74 6" N
INV 1051.71 6" E
INV 1051.65 6" W
SSMH
RIM
1084.73
INV 1083.25 TO TOP O
F 12" P
IPE
SS
SD
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INV 1051.95 6" N
INV 1051.83 8" E
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GENERAL SHEET NOTES
1. FIELD SURVEY PERFORMED APRIL 2024 BY:
SIEGFRIED
100 SYCAMORE AVE
SUITE 100
MODESTO, CA 95354
(209) 762-3580
2. HORIZONTAL CONTROL BASED ON CALIFORNIA STATE PLANE
COORDINATE SYSTEM ZONE 4 NAD 83.
3. VERTICAL ELEVATIONS BASED ON NAVD 88.
4. UTILITIES SHOWN ARE A RESULT OF INFORMATION
GATHERED FROM THE FIELD SURVEY AND INFORMATION
PROVIDED BY FORT HUNTER LIGGETT DIRECTORATE OF
PUBLIC WORKS (DPW).
5. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
6. IMAGERY PROVIDED BY BING MAPS. ESTIMATED DATE OF
IMAGE 01/2023. CONTRACTOR TO VERIFY EXISTING
CONDITIONS.
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SANITARY SEWER LINE
STORM SEWER LINE
WATER MAIN
COMM LINE
ELECTRIC LINE
UNKNOWN UTILITY LINE
FENCE
40' 20' 0 40' 80' 120'
GRAPHIC SCALE: 1" = 40'
FULL SIZE SHEET 22"x34"
N
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6" SS
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COMM
6" S
S
8" S
S 6"
S S
4" S
S
6" SS
6" S
S
6" SS
6" SS
6"
SS
6" S
S
6" S
S
6" SS
6" S
S 6"
S S
18" SD 6" SD
6" SS
#4
#3
#1 SSMH
RIM 1053.20
INV 1049.76 8" W
W
W W
W W
W W
W
6" SS
SSMH
RIM 1054.34
INV 1051.23 6" N
INV 1051.17 6" E
INV 1051.09 6" W
SSMH
RIM 1052.56
INV 1049.69 6" N
INV 1049.56 6" E
INV 1049.51 6" S
INV 1049.54 6" W
SSMH
RIM 1055.00
INV 1051.74 6" N
INV 1051.71 6" E
INV 1051.65 6" W
CO
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6" S
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MH-105
MH-100
MH-175
SSMH
RIM 1053.30
INV 1050.15 6" E
INV 1050.21 6" W
SDMH 2.25
RIM 1056.74
INV 1053.58 6" E
INV 1053.49 18" W
SSMH
RIM 1056.48
INV 1053.90 4" N
INV 1053.57 4" E
SSMH
RIM 1058.60
INV 1052.38 6" NE
INV 1052.22 8" S
INV 1052.27 6" W
SSMH
RIM 1058.45
INV 1054.38 6" N
INV 1054.42 6" S
INV 1054.30 6" W
SSMH
RIM 1060.16
INV 1056.09 6" N
INV 1056.00 6" S
SSMH
RIM 1083.22
INV 1078.95 6" NE
INV 1078.87 6" SW
SSMH
RIM 1054.90
INV 1051.95 6" N
INV 1051.83 8" E
SSMH
RIM
1084.73
INV 1083.25 TO TOP O
F 12" P
IPE
W W
W W
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W W
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8"
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8" SS
#2
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1. REMOVE EXISTING NEC BUILDING 197, FOUNDATIONS AND
HARDSTAND WITHIN THE 5 FOOT LINE OF DEMARCATION.
BACKFILL TO GRADE AND PROVIDE SEEDING/SOD. EXISTING
VAULT (APPROX. 8'x8'x25') SHALL BE BACKFILLED AND LEFT IN
PLACE. CUT AND CAP ALL UTILITIES SERVING BUILDING.
2. REMOVE EXISTING WAREHOUSE, FOUNDATIONS AND
HARDSTAND WITHIN THE 5 FOOT LINE OF DEMARCATION.
BACKFILL TO GRADE AND PROVIDE SEEDING/SOD. CUT AND
CAP ALL UTILITIES SERVING BUILDING.
3. REMOVE EXISTING TREE AND STUMP. GRADE TO MATCH
EXISTING ADJACENT GROUND ELEVATION AND PROVIDE
SEEDING/SOD. CONTRACTOR TO PROVIDE AND COORDINATE
TREE REPLACEMENT WITH FHL DPW AT A 3:1 RATIO.
4. REMOVE EXISTING WATER LINE.
5. REMOVE SANITARY SEWER LINE.
6. REMOVE EXISTING SANITARY SEWER MANHOLE.
7. REMOVE EXISTING OVERHEAD POWER LINES, POLES AND
GUYS.
8. REMOVE EXISTING UNKNOWN UTILITY LINE.
9. REMOVE EXISTING CONCRETE PAD.
10. REMOVE BITUMINOUS PAVEMENT.
11. OPTION: REMOVE EXISTING CHAIN LINK SECURITY FENCE,
GATES AND FOUNDATIONS. BACKFILL TO GRADE AND
PROVIDE SEEDING/SOD.
12. OPTION: REMOVE EXISTING PROPANE TANK AND CONCRETE
PAD. BACKFILL TO GRADE AND PROVIDE SEEDING/SOD.
13. PROVIDE CONTRACTOR STAGING AND LAY DOWN AREA.
14. COMMUNICATION MANHOLE SHALL BE PROTECTED AND NOT
DISTURBED DURING DEMOLITION ACTIVITIES.
SHEET KEYNOTES
40' 20' 0 40' 80' 120'
GRAPHIC SCALE: 1" = 40'
FULL SIZE SHEET 22"x34"
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5'
64.5
10 10
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
STRUCTURES, UTILITIES, AND PAVEMENT NOT CALLED OUT
TO BE REMOVED. ANY DAMAGE SHALL BE REPAIRED TO
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
MEASURES PRIOR TO GROUND DISTURBANCE.
W
LEGEND
BUILDING REMOVAL
BITUMINOUS SURFACE REMOVAL
TREE REMOVAL
UTILITY REMOVAL
FENCE REMOVAL
W
TREE REPLACEMENT
TREES REMOVED MUST BE REPLACED WITH THREE (3)
VALLEY OAK TREES PER TREE REMOVED. CONTAINER
SIZES REQUIRED FOR MITIGATION: THREE (3) - ONE (1)
GALLON MINIMUM, THREE (3) - FIVE (5) GALLON MINIMUM
AND THREE (3) - .FIFTEEN (15) GALLON MINIMUM FOR A
TOTAL NINE (9) REPLACEMENT TREES.
CONTRACTOR SHALL COORDINATE WITH FORT HUNTER
LIGGETT DPW AND NATURAL RESOURCES MANAGER FOR
LOCATION OF REPLACEMENT TREES.
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VEGETATED
DRAINAGE AREA
PROPOSED MAIN
BUILDING
AGGREGATE
PVMT.
AGGREGATE
PVMT.
AGGREGATE
PVMT.
CONC
CONC
SLAB
20'
GATE
CONC CURB
CONC CURB
STAGING
AREA
5' G
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20' MIN.
FIRE LANE
CONC CURB
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ROCK MULCH
ROCK MULCH
ROCK MULCH
CONC
CONC
CONC
AGGREGATE
PVMT.
SIDEWALK SIDEWALK
SIDEWALKSIDEWALK
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VEGETATED DRAINAGE AREA
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'-0
213'-4"
R5'
6'
42'
20' TYP
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15'
2'-0"
16'
'-3
2' 2' 12'-6"
15'
24' MIN
54'-3"
2'
6'
6'
8'
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R10
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IN
55'
5'
5'
8'
R1 0'
R10
6'
6'
9' T
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20'
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6'
8' -8
ROCK MULCH
13'
2' ROCK MULCH STRIP
CONC
CONC
A/ C
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MR
STOP
STOP
STOP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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1. CONCRETE SMOKE BREAK PAD.
2. CONCRETE EXTERIOR MECHNICAL YARD.
3. CONCRETE PAD FOR PROPANE TANK. 240 SF
4. CONCRETE GENERATOR PAD.
5. CONCRETE 5'x5' COMM ANTENNA PAD.
6. CONCRETE TRANSFORMER PAD. 35 SF
7. SPLICE VAULT WITH EXTERIOR LOCKABLE ACCESS HATCH
(BELOW GRADE).
8. PULVERIZER FACILITY PAD (EXTERIOR ACCESS ONLY) 216 SF
9. 55x50 EXTERIOR BUILDING FOOTPRINT
10. 9' TALL x 205' LONG CMU SCREEN WALL WITH GATES
11. 28" DEPRESSED CONCRETE LOADING DOCK
12. BUILDING ENTRANCE
13. CONCRETE SIDEWALK
14. GSA CONCRETE PARKING LOT
15. GENERAL ASPHALT PARKING LOT
16. SMOOTH GRAVEL AREAS
17. VEGETATED DRAINAGE AREA
18. 9' TALL x 42' LONG CMU SCREEN WALL W/ GATES DUMPSTER
ENCLOSURE
19. ANGLE IRON EDGING ON CONCRETE PAVEMENT.
20. CONCRETE FORKLIFT RAMP WITH 8" TALL CURB.
21. CONCRETE STAIRS WITH RAILING.
22. RETAINING WALL WITH RAILING.
23. CONCRETE WHEELCHAIR RAMP.
24. DECORATIVE BOLLARDS CONNECTED WITH CHAINS.
25. CONCRETE CONDENSING UNIT PAD.
26. CONCRETE STOOP.
SHEET KEYNOTES
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
FULL SIZE SHEET 22"x34"
N
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14 8
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13 15
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
STRUCTURES, UTILITIES, AND PAVEMENT NOT CALLED OUT
TO BE REMOVED. ANY DAMAGE SHALL BE REPAIRED TO
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
MEASURES PRIOR TO GROUND DISTURBANCE.
4. ROCK MULCH AND SMOOTH GRAVEL AREAS SHALL BE
WASHED, ROUNDED 3/4" - 2.5" LOCALLY AVAILABLE MINERAL
MULCH. CONTRACTOR TO CONFIRM WITH CONTRACTING
OFFICER ROCK MULCH MATERIAL IS ACCEPTABLE PRIOR TO
INSTALLATION. MINIMUM THICKNESS SHALL BE 4” OVER A
GEOTEXTILE FABRIC.
5. SITE LAYOUT IS CONCEPTUAL ONLY.
LEGEND
AGGREGATE PAVEMENT
CONCRETE PAVEMENT
BITUMINOUS SURFACE
SIDEWALK
BOLLARDS WITH CONNECTING CHAINS
RAILING
R
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COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMM
S D
S D
SD
SD
SD SD
D
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SS
SD
SD
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COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
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C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E E
E E E E E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E E E E E E E E E E E E E E
E E
E
E E
E E E E E E
E
E
E
E
E
E
E
E
E
E
W W W
W
W
W W W W W W W
C O
CO
CO
CO
CO
CO
CO
CO
CO
CO
STOP
STOP
STOP
COMM COMM COMM
COMM
COMM
6" S
S
8" S
S 6"
S S
4" S
S
6" SS
6"
S S
6" SS
6" SS
6"
SS
6" S
S
6" S
S
6" SS
6" S
S 6"
S S
18" SD 6" SD
6" SS
MH-105
MH-100
MH-145
MH-175
SSMH
RIM 1053.30
INV 1050.15 6" E
INV 1050.21 6" W
SDMH 2.25
RIM 1056.74
INV 1053.58 6" E
INV 1053.49 18" W
SSMH
RIM 1056.48
INV 1053.90 4" N
INV 1053.57 4" E
SSMH
RIM 1058.60
INV 1052.38 6" NE
INV 1052.22 8" S
INV 1052.27 6" W
SSMH
RIM 1058.45
INV 1054.38 6" N
INV 1054.42 6" S
INV 1054.30 6" W
SSMH
RIM 1060.16
INV 1056.09 6" N
INV 1056.00 6" S
SSMH
RIM 1083.22
INV 1078.95 6" NE
INV 1078.87 6" SW
SSMH
RIM 1054.90
INV 1051.95 6" N
INV 1051.83 8" E
SSMH
RIM
1084.73
INV 1083.25 TO TOP O
F 12" P
IPE
W W
W W
W
W W
W
W
W
W
W W
8"
8"
10541054
1075 10 80 10
8" SS
#2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
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40' 20' 0 40' 80' 120'
GRAPHIC SCALE: 1" = 40'
FULL SIZE SHEET 22"x34"
N
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1. SANITARY SEWER MANHOLE.
2. 6" SANITARY SEWER LINE.
3. 2" DOMESTIC WATER LINE.
4. 6" FIRE WATER LINE.
5. FIRE HYDRANT.
6. 8" WATER LINE. CONNECT TO EXISTING WATER LINE.
7. WALL MOUNTED FDC.
8. 8 - 4" COMMUNICATION DUCTBANK FROM MANHOLE TO
VAULT.
9. 8 - 4" COMMUNICATION DUCTBANK.
10. ELECTRICAL DUCTBANK.
11. ELECTRICAL MANHOLE.
12. STORM SEWER PIPE.
13. STORM SEWER MANHOLE.
14. STORM SEWER INLET\OUTLET.
15. CONCRETE STORM HEADWALL.
SHEET KEYNOTES
3 4
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
STRUCTURES, UTILITIES, AND PAVEMENT NOT CALLED OUT
TO BE REMOVED. ANY DAMAGE SHALL BE REPAIRED TO
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
MEASURES PRIOR TO GROUND DISTURBANCE.
4. UTILITY LAYOUT IS CONCEPTUAL ONLY.
F F
LEGEND
SANITARY LINE
WATER MAIN
FIRE WATER LINE
COMMUNICATION LINE
ELECTRIC LINE
F F
COMM
E E
WW
SANSAN
GRADE TO DRAIN
R
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A-304 E1
A-304 A1
A-304 A8
A-304 E8
J15 A-304
J15 A-304
E15 A-304
E15 A-304
55' - 0"
3'
4" 3'
0"
3'
0" 3'
4"
150A
150B
150C
STORAGE SHED
AC
CO
MO
DA
TE
FO
RK
LIF
T
A-304 E1
A-304 A1
A-304 A8
A-304 E8
J15 A-304
J15 A-304
E15 A-304
E15 A-304
2" / 1
0"
2" / 1
0"
RIDGE
56' - 0"
PREFINISHED METAL
GUTTER
PREFINISHED METAL
FASCIA
STANDING SEAM
METAL ROOF
PREFINISHED METAL
GUTTER
J15 A-304
J15 A-304
STORAGE FFE
0' - 0"
PREFINISHED METAL
GUTTER
PREFINISHED METAL
FASCIA
STANDING SEAM
METAL ROOF
PREFINISHED METAL
DOWNSPOUT
RIDGE
SHEET METAL WALL
CLADDING
STORAGE EAVE
13' - 0"
J15 A-304
J15 A-304
STORAGE FFE
0' - 0"
STORAGE EAVE
13' - 0"
RIDGE
STANDING SEAM
METAL ROOF
PREFINISHED METAL
GUTTER
PREFINISHED METAL
FASCIA
PREFINISHED METAL
DOWNSPOUT
SHEET METAL WALL
CLADDING E15
A-304
E15 A-304
2" / 1' - 0"2" / 1' - 0"
STORAGE FFE
0' - 0"150C
STORAGE EAVE
13' - 0"
RIDGE
PREFINISHED METAL
FASCIA
PREFINISHED METAL
DOWNSPOUT
SHEET METAL WALL
CLADDING
E15 A-304
E15 A-304
2" / 1' - 0"2" / 1' - 0"
STORAGE FFE
0' - 0"150B 150A
STORAGE EAVE
13' - 0"
RIDGE
PREFINISHED METAL
FASCIA
PREFINISHED METAL
DOWNSPOUT
SHEET METAL WALL
CLADDING
E15 A-304
E15 A-304
STORAGE FFE
0' - 0"
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
GUTTER2" / 1' - 0" 2" / 1' - 0"
150A
150B
STORAGE EAVE
13' - 0"
PRE-ENGINEERED
METAL BUILDING
FRAME
J15 A-304
J15 A-304
STORAGE FFE
0' - 0"
STORAGE EAVE
13' - 0"
150B
12' - 8"
SCALE:
SHEET ID
U S
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C R
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Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
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K
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F
D
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4' - 0" 8' - 0" 16' - 0"
1/8" = 1' - 0"
US Army Corps of Engineers ®
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1/8" = 1'-0"J1 STORAGE SHED FIRST FLOOR PLAN
1/8" = 1'-0"J8 STORAGE SHED ROOF PLAN
1/8" = 1'-0"E1 STORAGE SHED SOUTH ELEVATION
1/8" = 1'-0"A1 STORAGE SHED NORTH ELEVATION
1/8" = 1'-0"A8 STORAGE SHED EAST ELEVATION
1/8" = 1'-0"E8 STORAGE SHED WEST ELEVATION
1/8" = 1'-0"J15 STORAGE SHED SECTION
1/8" = 1'-0"E15 STORAGE SHED SECTION
1/8" = 1'-0"B15 DUMPSTER ENCLOSURE PLAN
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1 1 1
1 1
W
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_P la ns -0
F
B
W
AREA:777.47 SF
PERIMETER: 114' - 7"
SC-1
RB-1
PT-1
F
B
W
AREA:486.53 SF
PERIMETER: 88' - 3"
RAF-1
RB-1
PT-1
F
B
W
AREA:356.44 SF
PERIMETER: 76' - 3"
RAF-1
RB-1
PT-1
F
B
W
AREA:194.95 SF
PERIMETER: 56' - 9"
RAF-1
RB-1
PT-1
F
B
W
AREA:270.98 SF
PERIMETER: 74' - 7"
RAF-1
RB-1
PT-1
F
B
W
AREA:158.85 SF
PERIMETER: 52' - 6"
RAF-1
RB-1
PT-1
F
B
W
AREA:190.94 SF
PERIMETER: 56' - 4"
LVT-1
RB-1
PT-1
F
B
W
AREA:66.17 SF
PERIMETER: 38' - 6"
LVT-1
RB-1
PT-1
F
B
W
AREA:192.19 SF
PERIMETER: 56' - 7"
LVT-1
RB-1
PT-1
F
B
W
AREA:408.87 SF
PERIMETER: 81' - 10"
SDT-1
RB-1
PT-1
F
B
W
AREA:471.50 SF
PERIMETER: 87' - 2"
RAF-1
RB-1
PT-1
F
B
W
AREA:388.18 SF
PERIMETER: 92' - 5"
SC-1
RB-1
PT-1
F
B
W
AREA:212.79 SF
PERIMETER: 59' - 4"
SDT-1
RB-1
PT-1
F
B
W
AREA:211.66 SF
PERIMETER: 59' - 0"
LVT-1
RB-1
PT-1
F
B
W
AREA:1308.27 SF
PERIMETER: 359' - 6"
LVT-1
RB-1
PT-1
F
B
W
AREA:369.78 SF
PERIMETER: 78' - 5"
LVT-1
RB-1
PT-1
F
B
W
AREA:814.55 SF
PERIMETER: 116' - 4"
SDT-1
RB-1
PT-1
F
B
W
AREA:410.08 SF
PERIMETER: 81' - 10"
SDT-1
RB-1
PT-1
F
B
W
AREA:279.13 SF
PERIMETER: 74' - 6"
SDT-1
RB-1
PT-1
F
B
W
AREA:113.30 SF
PERIMETER: 43' - 2"
LVT-1
RB-1
PT-2
F
B
W
AREA:120.21 SF
PERIMETER: 44' - 3"
LVT-1
RB-1
PT-2
F
B
W
AREA:249.47 SF
PERIMETER: 75' - 7"
SDT-1
RB-1
PT-1
F
B
W
AREA:451.50 SF
PERIMETER: 85' - 5"
SDT-1
RB-1
PT-1
F
B
W
AREA:374.28 SF
PERIMETER: 78' - 10"
LVT-1
RB-1
PT-1
F
B
W
AREA:102.86 SF
PERIMETER: 40' - 7"
LVT-1
RB-1
PT-1
F
B
W
AREA:120.61 SF
PERIMETER: 44' - 3"
LVT-1
RB-1
PT-2
F
B
W
AREA:715.98 SF
PERIMETER: 116' - 9"
SDT-1
RB-1
PT-1
F
B
W
AREA:1185.03 SF
PERIMETER: 138' - 6"
CPT-1
RB-1
PT-1
F
B
W
AREA:550.99 SF
PERIMETER: 98' - 4"
CPT-1
RB-1
PT-2
F
B
W
AREA:229.00 SF
PERIMETER: 73' - 8"
PCT1/PCT-4
RB-1
PT-1
F
B
W
AREA:218.87 SF
PERIMETER: 70' - 8"
LVT-1
RB-1
PT-1
F
B
W
AREA:867.74 SF
PERIMETER: 235' - 4"
LVT-1
RB-1
PT-1
F
B
W
AREA:219.94 SF
PERIMETER: 59' - 5"
CPT-1
RB-1
PT-2
F
B
W
AREA:156.29 SF
PERIMETER: 50' - 4"
CPT-1
RB-1
PT-2
F
B
W
AREA:144.59 SF
PERIMETER: 48' - 8"
CPT-1
RB-1
PT-1
F
B
W
AREA:904.06 SF
PERIMETER: 134' - 1"
SC-1
RB-1
PT-1/PCT-2
F
B
W
AREA:374.52 SF
PERIMETER: 112' - 2"
PCT-1
PTB
PT-1/PCT-2
F
B
W
AREA:867.74 SF
PERIMETER: 235' - 4"
LVT-1
RB-1
PT-1
F
B
W
AREA:867.74 SF
PERIMETER: 235' - 4"
LVT-1
RB-1
PT-1
F
B
W
AREA:135.07 SF
PERIMETER: 46' - 6"
WOC-1
RB-1
PT-1
F
B
W
AREA:72.61 SF
PERIMETER: 34' - 3"
SC-1
PTB
PT-1/FRP-1
F
B
W
AREA:232.42 SF
PERIMETER: 61' - 1"
SDT-1
RB-1
PT-1
F
B
W
AREA:68.51 SF
PERIMETER: 33' - 4"
PCT-1
PTB
PT-1/PCT-1
F
B
W
AREA:117.84 SF
PERIMETER: 46' - 4"
CPT-1
RB-1
PT-1
F
B
W
AREA:192.19 SF
PERIMETER: 56' - 7"
LVT-1
RB-1
PT-1
F
B
W
AREA:362.45 SF
PERIMETER: 111' - 6"
PCT-1
PTB
PT-1/PCT-3
WALK-OFF
MAT
W A
L K
-O
M A
T
WALK-OFF
MAT
/B1 IF102 /B1 IF103
FLOOR FINISH MATERIAL LEGEND:
CPT-1
CARPET
TILE
PCT-1/PCT-4
PORCELAIN
TILE
PCT-1
PORCELAIN
FLOOR TILE
WALK-OFF
CARPET
LVT-2
LUXURY VINYL
TILE
LVT-1
LUXURY VINYL
TILE
SC-1
SEALED
CONCRETE
RAF-1
STATIC-
DISSIPATIVE
RAISED
ACCESS
FLOOR
SYSTEM
SDT-1
STATIC-
DISSIPATIVE
TILE
FINISH PLAN GENERAL NOTES
A. COLOR AND FINISH PLANS AND SCHEDULE ARE
ONLY IDENTIFYING FINISH TYPES PURPOSES AND
ARE NOT INTENTED TO BE A PAINTING
SCHEDULE. MISCELLANEOUS SURFACES NOT
IDENTIFIED WIHT A COLOR SHALL BE PAINTED TO
MATCH AJACENT SURFACES.
B. FINISH SELECTION SHALL BE COHESIVE AND
FOLLOW THE COLOR SCHEME "RUST"
C. PROVIDE TRANSITION STRIPS AT FLOOR FINISH
CHANGES.
D. FOR WINDOW TREATMENT, REFER TO ROOM
DATA SHEET.
E. ALL WAINSCOTS ARE MIN. 48'' A.F.F, ALL CHAIR
RAILS ARE AT 32'' A.F.F. ALL CORNER GUARDS
ARE FULL HEIGHT.
F. CORNER GUARDS ARE PLACED ON THE OUTSIDE
CORNER ABOVE RUBBER BASE, MIN 7' H.
G. ALL CEILING COMPONANTS SHALL BE PAINTED,
NOT JUST THE STRUCTURE.
H. REFER TO STATEMENT OF WORK FOR
PERFORMANCE CRETERIA.
1" = 10'-0" D1
FINISH PLAN
SCALE:
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
5' - 0" 10' - 0" 20' - 0"
1" = 10' - 0"
US Army Corps of Engineers ®
N E
T W
O R
K E
N T
E R
P R
IS
E
C E
N T
E R
F O
R T
H U
N T
E R
L
IG
G E
T T
C
A
P N
A
R
.1
P
F
Y
L O
U
IS
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L E
D
IS
T R
IC
T
L O
U
IS
V
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L E
K
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/1 /2
:3
:1
A
M
I-100
O V
E R
A L L F
IN
IS
H F
L O
O R
P L A
N
/1
/2
J G
U O
J G
U O
D W
A R
D
C E
R T
IF
IE
D F
IN
A
L
A B
KEY PLAN
C
H A
N G
E S
A S
S O
C
IA
T E
W
IT
H A
M E
N D
M E
N T
/0
/2
W
2Q R
R
_P la ns -0
ACT ACOUSTIC CEILING TILE
AWP ACOUSTICAL WALL PANEL
CG CORNER GUARD
CR CHAIR RAIL
CPT CARPET TILE
EP EPOXY
EXS EXPOSED STRUCTURE
FRP FIBERGLASS REINFORCED
PANEL
GWB GYPSUM WALLBOARD
HPL HIGH PRESSURE LAMINATE
MB MARKER BOARD
PT PAINT
PTB PORCELAIN TILE BASE
RB RUBBER BASE
SC SEALED CONCRETE
SDT STATIC DISSAPATIVE TILE
SSM SOLID SURFACE MATERIAL
TB TACK BOARD
WC WINDOW COVERING
WOC WALK-OFF CARPET
WOM WALK OFF MAT
ABBREVIATION LEGEND
DISCLAIMER: MANUFACTURERS
NAMES ARE USED TO ESTABLISH
MATERIAL, QUALITY, COLOR, AND
PATTERN ONLY. THERE IS NO
INTENT TO BE PROPRIETARY.
FINISH PLAN GENERAL NOTES
A. COLOR AND FINISH PLANS AND SCHEDULE ARE
ONLY IDENTIFYING FINISH TYPES PURPOSES AND
ARE NOT INTENTED TO BE A PAINTING
SCHEDULE. MISCELLANEOUS SURFACES NOT
IDENTIFIED WIHT A COLOR SHALL BE PAINTED TO
MATCH AJACENT SURFACES.
B. FINISH SELECTION SHALL BE COHESIVE AND
FOLLOW THE COLOR SCHEME "RUST"
C. PROVIDE TRANSITION STRIPS AT FLOOR FINISH
CHANGES.
D. FOR WINDOW TREATMENT, REFER TO ROOM
DATA SHEET.
E. ALL WAINSCOTS ARE MIN. 48'' A.F.F, ALL CHAIR
RAILS ARE AT 32'' A.F.F. ALL CORNER GUARDS
ARE FULL HEIGHT.
F. CORNER GUARDS ARE PLACED ON THE OUTSIDE
CORNER ABOVE RUBBER BASE, MIN 7' H.
G. ALL CEILING COMPONANTS SHALL BE PAINTED,
NOT JUST THE STRUCTURE.
H. REFER TO STATEMENT OF WORK FOR
PERFORMANCE CRETERIA.
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
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ROOM FINISH SCHEDULE
ROOM BASE
FINISH
FLOORS WALLS CEILINGS
COMMENTS
CORNER
GUARD
CHAIR
RAILNUMBER NAME FINISH FINISH FINISH
101 VESTIBULE RB-1 WOC-1 PT-1 ACT-1 WALK-OFF MAT, SAME DEPTH W/SPACE No No
102 LOBBY RB-1 PCT1/PCT-4 PT-1 ACT-1 WAINSCOT MIN. 48'' A.F.F Yes Yes
103 CORRIDOR RB-1 LVT-1 PT-1 ACT-1 WAINSCOT MIN. 48'' A.F.F Yes Yes
104 VENDING RB-1 LVT-1 PT-1 ACT-1
105 DESKTOP AND SERVICE OFFICE RB-1 SDT-1 PT-1 ACT-1
106 DIVISION CHIEF RB-1 LVT-1 PT-2 ACT-1
107 OFFICE SUPPLY RB-1 LVT-1 PT-1 PT-3
108 CORRIDOR RB-1 LVT-1 PT-1 ACT-1 WAINSCOT MIN. 48'' A.F.F, CHAIR RAIL AT 32'' A.F.F Yes Yes
109 BREAK ROOM RB-1 LVT-1 PT-1 ACT-1 WAINSCOT MIN. 48'' A.F.F, CHAIR RAIL AT 32'' A.F.F, BACKSPLASH OVER BASE BASE CABINET Yes
110 INFORMATION ASSURANCE OPEN OFFICE RB-1 SDT-1 PT-1 ACT-1
111 IA TECHNICIAN WORKSPACE RB-1 SDT-1 PT-1 ACT-1
112 INFORMATION ASSURANCE DIVISION CHIEF RB-1 LVT-1 PT-2 ACT-1
113 CAA CAFE RB-1 SDT-1 PT-1 PT-3
114 NETWORK AND SWITCH DIVISION CHIEF RB-1 LVT-1 PT-2 ACT-1
115 NETWORK AND SWITCH DIVISION OPEN
OFFICE
RB-1 SDT-1 PT-1 ACT-1
116 NETWORK, SWITCH TECHNICIANS OPEN
OFFICE
RB-1 SDT-1 PT-1 ACT-1
117 TRANSMISSION BRANCH SHOP RB-1 LVT-1 PT-1 ACT-1 WALK-OFF MAT, MIN 10' LONG
118 CORRIDOR RB-1 LVT-1 PT-1 ACT-1 WAINSCOT MIN. 48'' A.F.F, CHAIR RAIL AT 32'' A.F.F Yes Yes
120 STORAGE RB-1 LVT-1 PT-1 ACT-1
121 LAND MOBILE RADIO TECHNICIAN SPACE RB-1 SDT-1 PT-1 ACT-1
122 CLIMATE CONTROLLED STORAGE RB-1 SC-1 PT-1 PT-3
123 RECEIVING AREA RB-1 SC-1 PT-1 PT-3
125 INSTALLATION PROCESSING NODE (SERVER
ROOM)
RB-1 RAF-1 PT-1 PT-3
126 LOCAL SESSION CONTROLLER NODE (SWITCH
ROOM)
RB-1 RAF-1 PT-1 ACT-1
127 NETWORK OPERATIONS CENTER RB-1 SDT-1 PT-1 ACT-1
128 NOC STORAGE RB-1 LVT-1 PT-1 ACT-1
129 COMMERCIAL POINT OF PRESENCE (CPOP) RB-1 RAF-1 PT-1 ACT-1
130 UPS ROOM A RB-1 RAF-1 PT-1 ACT-1
131 UPS ROOM B RB-1 RAF-1 PT-1 ACT-1
132 FM-200 RB-1 LVT-1 PT-1 ACT-1
133 EQUIPMENT STORAGE RB-1 LVT-1 PT-1 ACT-1
134 FEMALE RESTROOM W/ LOCKERS AND
SHOWER
PTB PCT-1 PT-1/PCT-3 PT-3 EPOXY PAINT FOR WALLS & CEILINGS; ALL NON-WET WALLS RECEIVE TILE WAINSCOT MIN. 48''
A.F.F, SHOWER FULL HEIGHT TILE WALLS.
135 MALE RESTROOM W/ LOCKERS AND SHOWER PTB PCT-1 PT-1/PCT-2 PT-3 EPOXY PAINT FOR WALLS & CEILINGS; ALL NON-WET WALLS RECEIVE TILE WAINSCOT MIN. 48''
A.F.F, SHOWER FULL HEIGHT TILE WALLS.
136 ELECTRICAL RB-1 RAF-1 PT-1 EXPOSED
STRUCTURE, PT-4
PROVIDE PLAYWOOD BOARD, PAINT TO BE FLAT IN COLOR BLACK,REFER TO ROOM
REQUIREMENT.
138 MECHANICAL RB-1 SC-1 PT-1/PCT-2 EXPOSED
STRUCTURE, PT-4
PROVIDE PLAYWOOD BOARD PAINT TO BE FLAT IN COLOR BLACK, REFER TO ROOM
REQUIREMENT.
139 NURSING MOTHERS RB-1 CPT-1 PT-1 PT-3 PROVIDE FULL HEIGHT MIRROR (CF/CI) & COAT HOOK
140 COMMUNICATIONS RB-1 SDT-1 PT-1 EXPOSED
STRUCTURE, PT-4
141 UNISEX RM PTB PCT-1 PT-1/PCT-1 PT-3 EPOXY PAINT FOR WALLS & CEILINGS; ALL WALLS RECEIVE TILE WAINSCOT MIN. 48'' A.F.F
142 JAN. PTB SC-1 PT-1/FRP-1 PT-3 EPOXY PAINT FOR WALLS & CEILINGS; WET WALLS RECEIVE FRP MIN. 48'' A.F.F
143 BUSINESS AND PLANS OPEN OFFICE + PLANS
AND BLUEPRINT AREA
RB-1 CPT-1 PT-1 ACT-1
144 REPRODUCTION MEDIA ROOM (PRINTER/COPY) RB-1 CPT-1 PT-1 ACT-1
145 DIVISION CHIEF RB-1 CPT-1 PT-2 ACT-1
146 NEC DIRECTOR RB-1 CPT-1 PT-2 ACT-1
147 EXECUTIVE CONFERENCE (24 PERSON) RB-1 CPT-1 PT-2 ACT-1 PROVIDE ACOUSTICAL WALL PANEL (AWP) @ NON-PRESENTATION WALLS. WAINSCOT MIN. 48'' A.F.F
Yes
148 CABLE VAULT RB-1 SC-1 PT-1 EXPOSED
STRUCTURE, PT-4
150 STORAGE SHED RB-1 SC-1 PT-1 EXPOSED
STRUCTURE, PT-4
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| V-101 EXISTING CONDITIONS |
| CD101 DEMOLITION PLAN |
| CS101 SITE PLAN |
| CU101 UTILITY PLAN |
| A-304 SITE ELEMENTS |
| Sheets |
| A-304 - SITE ELEMENTS |
| I-100 OVERALL FINISH FLOOR PLAN |
| Sheets |
| I-100 - OVERALL FINISH FLOOR PLAN |
| IF600 ROOM FINISH SCHEDULE |
| Sheets |
| IF600 - ROOM FINISH SCHEDULE |
File details come from the government source that posted it. Updated .