W912QR21R0024_Plans-0003.pdf
PDF 6 MB Posted
- Attached to
- Construction of Target Structure at Ft. Knox
- Solicitation number
- W912QR21R0024
About this file
This request for proposal describes a construction project for a training target structure at Fort Knox, Kentucky. The U.S. Army Corps of Engineers Louisville District will issue an RFP to construct a facility to support specialized sustainment training. The project scope includes cast-in-place and breachable training walls, roofs, interior walls, entry points, and support facilities to code. The contract duration is 720 calendar days from notice to proceed. This is a single-phase, full and open competition seeking a firm-fixed-price contract awarded using best value tradeoff procedures. Evaluation factors include past performance, technical, small business participation, and price. Discussions are not planned but may be conducted. The project magnitude is estimated between $10-25 million. Offerors must be registered in the System for Award Management. The point of contact is the listed contract specialist.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912QR21R0024Specs-0004.pdf | ||
| W912QR21R0024Plans-0004.pdf | ||
| W912QR21R0024_Specs-0003.pdf | ||
| W912QR21R0024_Specs-0002.pdf | ||
| W912QR21R0024_Photos-0002.pdf | ||
| W912QR21R0024_Plans-0002.pdf | ||
| W912QR21R0024-0001.pdf | ||
| W912QR21R0024Specs-0000.pdf | ||
| W912QR21R0024Plans-0000.pdf |
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Text version
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GENERAL SHEET NOTES
LEGEND
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CLEARING AND GRUBBING
SHEET KEYNOTES
GRAVEL PAVEMENT REMOVAL
1. CLEARING AND GRUBBING AREAS TOTAL 1 ACRE.
PAR. 1.3 BURNING.
4. PERMITTED BURN AREA. SEE SPECIFICATION 02 41 00
SEE CS501 DETAIL C1 FOR EXISTING FENCE PHOTOGRAPH.
INSTALLATION.
3. REMOVE AND REPLACE FENCE SECTION FOR UTILITY
REQUIRED FOR UTILITY INSTALLATION
2. REMOVE GRAVEL PAVEMENT AND SUBGRADE TO DEPTH
1. REMOVE GRAVEL PAVEMENT FULL DEPTH
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CD106A1
N
DEMOLITION PLAN
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1"=30' 30' 60'0
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
GRAVEL AREA
Gravel Area
443.90 444.11
445.26
445.39
INV = 445.57
445.70
446.94
447.13
INV = 447.63
INV = 448.08
448.43
NUMBER: 54205
Direction of pipe
449.68
449.70
449.70
449.82
449.91
GRAVEL ROAD
450.10
NUMBER: 54206
451.36 451.74
SIZE: 8
TYPE: CHAIN LINK
SIZE: 8'
TYPE: CHAIN LINK
SIZE: ?
TYPE: CHAIN LINK
453.94
SIZE: 8
TYPE: CHAIN LINK
454.23
454.40
454.78
455.10 455.58
455.64 gravel
H
N 168716.52
E 1178039.50
ELEV 455.72
455.89
SIZE: 8'
TYPE: CHAIN LINK
456.28
456.44
456.50
F
N 168791.66
E 1178030.62
ELEV 456.85
SIZE: 8'
TYPE: CHAIN LINK
457.51
457.54
N 168782.08
E 1177926.22
ELEV 457.76
457.92
TYPE: OFFICE
TYPE: OFFICE
AC
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1 2
GENERAL SHEET NOTES
LEGEND
NEW WATER LINE
CONTRACTOR WORK LIMITS
NEW GATE VALVE
NEW YARD HYDRANT
SHEET KEYNOTES
GENERAL NOTES, LEGEND, AND DIVISION OF RESPONSIBILITY.
10.SEE SHEET EU001 FOR EXTERIOR ELECTRICAL SYSTEM
DISTRICT NO. 1.
INSPECTIONS, ETC. REQUIRED BY HARDIN COUNTY WATER
9. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES,
DRAWINGS.
MAXIMUM DEPTH OF 60", UNLESS OTHERWISE NOTED ON THE
8. WATER LINES SHALL HAVE A MINIMUM COVER OF 36" AND A
QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.
MANUFACTURER MEET OR EXCEED THE STANDARD OF
AND CHARACTERISTICS OF THE SUBSTITUTED
BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY
BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY
MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE
SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED
UNLESS INDICATED OTHERWISE ON THE PLANS OR
NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS.
MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND
7. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH
AUTOMATIC FLUSHER TO THE END OF THE NEW LINE.
COUNTY WATER DISTRICT TO RELOCATE THE CURRENT
THE CONTRACTOR SHALL COORDINATE WITH HARDIN 6.
WATER UTILITY DISTRIBUTION PIPING.
ACCORDANCE WITH SPECIFICATIONS SECTION 33.11.00
5. INSTALLATION OF NEW WATERLINE SHALL BE IN
WITNESSED BY THE GOVERNMENT.
NO. 1 DETAILS ON SHEET CU501. TESTING SHALL BE
UTILITIES-2012.PDF AND HARDIN COUNTY WATER DISTRICT
COM/WP- CONTENT/UPLOADS/GENERAL-SPECIFICATIONS-ALL
WATER DISTRICT NO. 1 SPECIFICATIONS AT HTTPS:/'/HCWD.
(270) 776-9477. INSTALLATION SHALL BE PER HARDIN COUNTY
HARDIN COUNTY WATER DISTRICT NO. 1, MR. BRETT PYLES
LINE CONNECTION TO THE EXISTING WATERLINE WITH
4. THE CONTRACTOR SHALL COORDINATE THE NEW WATER
ON SITE.
3. NOLIN RECC IS THE OWNER OF THE ELECTRIC UTILITIES
CONTRACTING OFFICER 14 DAYS PRIOR TO THE OUTAGE.
2. ANY UTILITY OUTAGES SHALL BE COORDINATED WITH THE
CONFLICTS OR DISCREPENCIES PRIOR TO INSTALLATION.
THE CONTRACTING OFFICER SHOULD BE NOTIFIED OF ANY
UTILITIES AND FIELD VERIFYING ALL EXISTING UTILITIES.
1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL
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CU111A1
1"=30' 30' 60'0
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EU503 FOR DIAGRAM.
WITH COR. SEE SHEET TY601 FOR ONE-LINE. SEE SHEET
CONTROL OFFICE USING EXISTING STUB-UPS. COORDINATE
TO EXISTING FIBER OPTIC PATCH PANEL AT RANGE 4
3. COMMUNICATIONS CONNECTION TO ENTER AND CONNECT
SHOWN. SEE SHEET EU501 FOR DETAIL.
2. COMMUNICATIONS PULLBOX TO BE EVERY 600' OR AS
FOR DIAGRAM.
SEE SHEET TY601 FOR ONE-LINE. SEE SHEET EU503
EXISTING AT RANGE 4 CONTROL OFFFICE.
1. 24 SM FOR COMMUNICATIONS CONNECTION TO
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E. SEISMIC:
RISK CATEGORY: II
Ie= 1.25
Ss= 0.209
SDS= 0.22
S1= 0.108
Sd1= 0.17
Cs= 0.056
SITE CLASS: D
BASIC SEISMIC FORCE RESISTING SYSTEM:
ORDINARY REINFORCED CONCRETE SHEAR WALLS, R=4
SEISMIC DESIGN CATEGORY= C
ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE PROCEDURE
SEISMIC BASE SHEAR VALUE= 935 KIPS
F. SOILS:
SOIL DENSITY= 120 pcf
ANGLE OF INTERNAL FRICTION OF THE SOIL (Ф): 30 DEGREES
G. BLAST LOADS:
THE STRUCTURE HAS BEEN DESIGNED FOR THE CHARGE WEIGHTS AND LOCATIONS SHOWN ON
SHEETS S-003 THROUGH S-006.
2.0 GENERAL
2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO
CONSTRUCTION/FABRICATION, CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT IN-PLACE
DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING CONSTRUCTION
LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE DESIGN LOADS NOTED ABOVE.
2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS,
PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION.
THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN THE
STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.
2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED
TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED.
2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF, SHOP
DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS, DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTATION) FOR ACTUAL FINISHED FLOOR
ELEVATIONS (F.F.E.) FOR ALL BUILDINGS, ELEVATIONS SHOWN IN STRUCTURAL DOCUMENTS
WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 0.0, U.N.O.
2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR
GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER AND OBTAIN DIRECTION PRIOR TO PROCEEDING.
2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL
WORK, AND SOIL EXCAVATION AS REQUIRED, SHORING AND BRACING SHALL NOT BE REMOVED
UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS,
AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.
2.9 BLAST DOOR MANUFACTURER SHALL DESIGN THE BLAST DOOR, DOOR FRAME, AND
ANCHORAGE OF DOOR FRAME TO THE CONCRETE. ANCHORAGE SHALL MEET ACI
REQUIREMENTS.
3.0 FOUNDATIONS
3.1 DESIGN ASSUMPTION FOR MAXIMUM ALLOWABLE BEARING PRESSURE OF 3000 (PSF) WITH THE EXCEPTION
OF THE 2500 PSF FOR THE CONTINUOUS FOOTING OF THE PERIMETER WALL.
3.2 ASSUMED UNIT WEIGHT OF SOIL FOR DESIGN: 120 PCF.
3.3 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS SUBJECTED TO WATER.
3.4 FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE 31 00 00 EARTHWORK
SPEC.
3.5 ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S
GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.
4.0 CONCRETE
4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING, HANDLING, PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS.
ACI 305............................"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI 315............................"MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES"
ACI 318............................"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS, U.N.O.
4.3 REINFORCING BARS SHALL BE ASTM A615 GRADE 60 REINFORCEMENT.
4.4 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF
STANDARD PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED IN
ANY MANNER U.N.O. IN CONSTRUCTION DOCUMENTS.
4.5 REINFORCING BARS SHALL BE CONTINUOUS WITH CLASS "B" TENSION LAP SPLICES COMPLYING
WITH ACI 318-14, U.N.O.
4.6 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST-IN-PLACE CONSTRUCTION U.N.O.:
CONCRETE CAST AGAINST EARTH:....................3 INCHES
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 BAR AND LARGER...........................2 INCHES
NO. 5 BAR AND SMALLER..........................2 INCHES
4.7 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE
HORIZONTAL REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE
LEG LENGTH EQUIVALENT TO CLASS "A" TENSION LAP SPLICE U.N.O.
4.8 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH THE SIZE AND SPACING OF
VERTICAL REINFORCING AT ALL WALLS AND PILASTERS.
4.9 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS, BUT DISCONTINUOUS THROUGH ALL
CONTROL JOINTS, U.N.O.
4.10 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE
MATERIAL. BARS WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.
4.11 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT
DISCONTINUOUS THROUGH ALL CONTROL JOINTS, U.N.O.
4.12 ALL FORMED CONCRETE SURFACES THAT ARE EXPOSED TO VIEW SHALL HAVE SURFACE
IRREGULARITIES LESS THAN 1/8" WITHIN A FIVE FEET LENGTH WHEN MEASURED WITH A STRAIGHT
EDGE. CONCRETE BELOW GRADE OR NOT EXPOSED TO VIEW SHALL HAVE SURFACE
IRREGULARITIES LESS THAN 1" WITHIN A FIVE FEET LENGTH WHEN MEASURED WITH A STRAIGHT
EDGE.
4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE
PREPARATION FOR SLAB-ON-GRADE WORK.
4.14 REINFORCEMENT SPLICES ON OPPOSITE FACES AND ON ADJACENT BARS SHALL BE STAGGERED
PER UFC 3-340-02 REQUIREMENTS.
4.15 SELF-CONSOLIDATING CONCRETE (SCC) IS RECOMMENDED IN HEAVILY REINFORCED COMPONENTS.
SUCH AS; THE WALLS, FLOOR, AND ROOF SLABS. THE CONTRACTOR SHALL CONFIRM THAT THE
FORM WORK AND SCAFFOLDING HAVE BEEN DESIGNED TO RESIST THE FLUID WEIGHT OF THE SCC.
4.16 RECOMMENDED NOMINAL SIZE OF MAX AGGREGATE IS 0.375 IN.
4.17 ALL SINGLE LEG STIRRUPS SHALL HAVE 135 DEGREE BENDS ON EACH END.
5.0 STRUCTURAL STEEL
5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO
A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS FOR THE BLAST DOORS
CONSTRUCTION:
STEEL CHANNELS, ANGLES, PLATES, AND BARS...................ASTM A36/ASTM A572(FRAMES)
RECTANGULAR, SQUARE, AND ROUND HSS...........................ASTM A500, GRADE B
5.3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS FOR ALL OTHER
CONSTRUCTION:
W SHAPES..............................................................................ASTM A992
STEEL CHANNELS, ANGLES, PLATES, AND BARS............ASTM A36 AND ASTM A572 (GR. 50)
RECTANGULAR, SQUARE, AND ROUND HSS....................ASTM A500, GRADE B
5.4 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING DESIGNATION:
ANCHOR BOLTS...................................ASTM F1554 (55 KSI)
THREADED RODS................................ASTM A36
HEADED STUDS.................................ASTM A108, GRADES 1015 TO 1020 (65 KSI TENSILE STRENGTH)
DEFORMED BAR ANCHORS.............ASTM A496, TYPE C (80 KSI MIN. TENSILE STRENGTH)
5.5 BOLTED CONNECTIONS SHALL CONFORM TO RCSC'S " SPECIFICATION FOR STRUCTURAL JOINTS
USING ASTM A325 OR A490 BOLTS". ALL BOLTS SHALL BE 3/4" DIAMETER U.N.O.
5.6 WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL".
MINIMUM SIZE FILLET WELDS SHALL BE 1/4 INCH U.N.O. AND ELECTRODES SHALL BE E70xx. WELDERS
SHALL BE QUALIFIED IN ACCORDANCE WITH AWS.
5.7 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER, TO INCLUDE ALL STEEL INSIDE OF THE EXTERIOR
WALLS OF THE STRUCTURE, SHALL BE HOT DIPPED GALVANIZED, U.N.O. MEMBERS NOT REQUIRED
FOR CORROSION PROTECTION SHALL RECEIVE ONE COAT OF STANDARD PRIMER PAINT. DO NOT
PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED SHEAR STUDS.
PROVIDE 3 INCHES MINIMUM COVER FOR ALL STEEL BELOW GRADE AND PAINT WITH TWO COATS OF
COAL TAR EPOXY. EPOXY COATING SHALL BE IN ACCORDANCE WITH PAINT SPECIFICATION
SSPC-PAINT 16.
5.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 1/2" THICK, U.N.O.
5.9 ANY PENETRATIONS OF STEEL PLATES USED FOR ERECTION OR TIE HOLES MUST BE APPROVED BY
SEOR PRIOR TO PLACEMENT.
US Army Corps of Engineers ®
SHEET 5701 OF
SHEET ID
S-001
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1.0 DESIGN CRITERIA:
A. BUILDING CODES AND SPECIFICATIONS:
1. INTERNATIONAL BUILDING CODE 2015 (IBC) AS MODIFIED BY UFC 1-200-01
2. AMERICAN CONCRETE INSTITUTE (ACI 318-14)
3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 14th ED.)
4. AMERICAN WELDING SOCIETY, A.W.S.
B. LIVE LOADS:
ROOF...............................................100 PSF
FLOOR.............................................100 PSF
C. SNOW LOAD:
GROUND SNOW LOAD (Pg)= 15 PSF
FLAT ROOF SNOW LOAD (Pf)= 11.34 PSF
IMPORTANCE FACTOR (I)= 1.0
EXPOSURE CATEGORY (Ce)=1.0
THERMAL CATEGORY (Ct)=1.2
SLOPE FACTOR (Cs) = 1.0
D. WIND LOAD:
BASIC WIND SPEED = 105 MPH
IMPORTANCE FACTOR (I) = 1.0
EXPOSURE CATEGORY: C
ENCLOSURE CLASSIFICATION: ENCLOSED
GCPi: +0.18/-0.18
CERTIFIED FINAL
SNOW DRIFT LOADING
42.28 psf
42.28 psf42.28 psf
42.28 psf
4'-3
(TYP)
3 4
1'-2
1'-2
2'-2
1'-2
3 8
1'-2
3 8
30 psf
24.9 psf
27.93 psf
30.16 psf
30.16 psf
26.34 psf
29.84 psf
29.04 psf
29.84 psf
27.93 psf
24.9 psf
27.93 psf
29.04 psf
33.35 psf
COMPONENTS & CLADDING
3 3 a a a a
2a 2a
NOTE: PARAPET GREATER
THAN 3 FT HEIGHT,
PER ASCE 7 ZONE 3 IS
TAKEN AS ZONE 2.
C&C p(PSF)
500 SQ. FT.20 SQ. FT.10 SQ. FT.ZONE
-28.58 PSF-39.16 PSF-41.81 PSF1
-47.10 PSF-62.45 PSF-65.62 PSF2
11.34 psf
11.34 psf
A M
E N
D M
E N
T
A M
E N
D M
E N
T
W
2Q R
R
_P la ns -0
US Army Corps of Engineers ®
SHEET 5729 OF
SHEET ID
S-310
F O
U N
D A
T I O
N
S
E C
T I O
T
A I L S
U
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
T
K
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
I S
T R
I C
T
2'-6"
80'-0"
2'-6"
V
A R
I E
S
T
O
V
A R
I E
S
T
O
7'-6"
HORIZONTAL SECTION
SCALE: 3/4" = 1'-0"
A
S100 S310
#10 @ 4" C/C
DIAGONALS
(@ TYPICAL 30
INCH WALLS)
SEE SECTION A/S-500
FOR WALL
REINFORCEMENT
1'-0"
3'-0"
C
L R
T
Y P
#57
STONE FILL
Z-BAR
(TYP.)
2'-0"
5'-6"
2'-0"
#9 @ 6" C/C
E.W. E.F
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
#10 @ 4" C/C
MID-DEPTH
TENSION STEEL
6" Ø PERFORATED
PIPE DRAIN
GUARD SHACK SECTION
SCALE: 3/4" = 1'-0"
C
S100 S310
8'-0"
8" 6'-8" 8"
8'-0"
MAT FOUNDATION
FOR GUARD SHACK
#7 VERTICAL REINF.
EVERY OTHER CELL
GROUTED
EVERY
OTHER
CELL
#6 @ 12" C/C
T&B
#6 @ 12" C/C
T&B
S101
5'-0"
4'-0"
TYP
#5 @ 6" C/C
CLOSED
TIES
(4) #5
CONT.
2'-5"
C L R
ROUGHENED JT.
(1/4" AMPLITUDE)
ROUGHENED JT.
(1/4" AMPLITUDE)
T
Y P
CERTIFIED FINAL
F.F.E.: *VARIES (459.5' @ LP)
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
_P la ns -0
UP
DN
A-202
A-201
A-202
A-201
A-301
(OPEN TO ABOVE)
OPTION 006: ADD
EXTERIOR 12' X 12'
BREACHABLE BTRF
PANELS (TYP)
8'X8' BREACHABLE
BTRF FLOOR PANEL
ABOVE, REFER TO
STRUCTURAL
PLYWOOD ON WOOD
SLEEPERS OVER
RECESSED CONCRETE
FLOOR THROUGHOUT
ROOM 104.
OPTION 006: ADD
BTRF BREACHABLE
CORNER PANEL
"IN PLAY" UTILITY
TUNNEL WITH
INTERIOR GRATE
ACCESS, REFER TO
STRUCTURAL
VESTIBULE
RECEPTION /
TELLER WINDOW
LARGE
CONFERENCE
ROOM
ADMIN OFFICE
ADMIN OFFICE
ADMIN. OFFICE
ADMIN. OFFICE
"OUT-OF-PLAY"
COM. ROOM
"IN-PLAY" COM.
ROOM
WOMENS
RESTROOM
MENS
RESTROOM
KITCHENETTE /
CAFETERIA
CONSULAR
OFFICE
ELEV. SHAFT
STAIR
CORRIDOR
CONSULAR
OFFICE
CONSULAR
OFFICE
ATRIUM
CAST-IN-PLACE
CONCRETE STAIR,
REFER TO STRUCTURALCONCRETE PAD, REFER
TO CIVIL
A-301
A-320
A-430
A-430
A-430
A A
A B B A
A
A
B B B
B
A
7" x 7" THRU-WALL
WEEP HOLE, TYP.
7" x 7" THRU-
WALL WEEP
HOLE, TYP.
W.H.W.H.W.H.W.H.W.H.
W.H.W.H.W.H.W.H.W.H. W.H.
W.H. W.H.
W.H.W.H.
W.H. W.H.
W.H.W.H.
W.H.
W.H.
MAT FOUNDATION,
EXTENDED BEYOND
BUILDING FOOTPRINT,
REFER TO
STRUCTURAL.
1 2 3 4 5 6
A
B
C
D
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B 0D8.B 0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
OC30.S0C18.S
OC30.S
0D8.B
OC30.S
OC30.S
OC30.S
OC30.S
OC30.S
0C18.S
0C18.S
0C18.S
0C18.S
0C18.S
0C18.S
0C18.S
OC30.S
OC30.S
OC30.S
OC30.S
OC30.S
OC30.S
0C48.S
0A
0B
3 10
105A
105B
9A
9B
4B 12
114A
HIGH
POINT
IN
SLAB
DN
W.H.
A-320
0"
0"
0"
0"
0"
W.H.
W.H.
0D8.B
CAMERA LOCATIONS (EACH ICON REPRESENTS TWO
(2) CAMERAS - ONE IN-PLAY AND ONE OUT-OF-PLAY).
IN-PLAY CAMERAS, MOUNTING EQUIPMENT AND
PROTECTION TO BE PROVIDED BY CONTRACTOR. SEE
ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LEGEND
7" x 7" WEEP HOLE LOCATION W.H.
FLOOR SLOPE DIRECTION
OPTION 001: ADD INTERIOR BREACHABLE CMU WALLS
OPTION 006: ADD EXTERIOR BREACHABLE PANELS
OPTION 005: ADD INTERIOR DOORS AND FRAMES
A
XX
X
ROOM NUMBER
DOOR SYMBOL
WINDOW SYMBOL
INTERIOR WALL TYPE
GRIDLINE
SPOT ELEVATION
ARCHITECTURAL LEGEND
Room name
1A3.AB
X'-XX"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
3/19/2021 12:53:11 PM
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A-110
FI
R
ST
F
LO
O
R P
LA
N
AN
N O
TA
TI
O N
J
SC
H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
M J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 FIRST FLOOR PLAN - ANNOTATION
PLAN NORTH
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 459'-0" ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-001 AND G-002 FOR STANDARD
INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,
SYMBOLS AND DETAILS.
3 DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 STRUCTURE IS UNINHABITED. ROOMS ARE "MOCK"
LABELED TO REPLICATE SPACES THAT WOULD BE FOUND
IN AN ACTUAL BUILDING FOR TRAINING PURPOSES.
5 SLOPE FLOOR SLAB 1/16"/1'-0" TOWARDS EXTERIOR
WALLS AS INDICATED ON PLANS. ASTERIK (*) DENOTES
SLOPES THAT DIFFER FROM 1/16"/1'-0" FOUND IN ALL
ROOMS THAT HAVE BREACHABLE EXTERIOR PANELS.
REFER TO DETAIL 3/A-320 FOR TYPICAL DETAIL OF FLOOR
SLOPES AT BREACHABLE EXTERIOR PANEL ROOMS.
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION
ON CONCRETE SLAB AND FLOORS.
6 PROVIDE LARGE WEEP-HOLES AS INDICATED
THROUGHOUT INTERIOR AND EXTERIOR WALLS FOR
DRAINAGE, EACH FLOOR.
7 PAINTING IS NOT REQUIRED ON EXTERIOR CONCRETE
FACADE, INTERIOR CONCRETE WALLS, INTERIOR CMU
WALLS OR EXPOSED CONCRETE CEILING.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Am e n dm en t 0
3/
/2
W
2Q R
R
_P la ns -0
UP
A-202
A-201
A-202
A-201
4' - 0"
4'
0"
4' - 0"
8' - 6"
6'
0"
7' - 6" 3' - 0" 3' - 0" 11' - 10 3/4"
0"
80' - 0"
100 103119
113 112 111 110 109
6'
0" 6'
0"
8'
2"
12' - 6" 11' - 6" 12' - 4"
1' - 6"
11' - 6" 28' - 2"
2'
6"
80' - 0"
30' - 6" 14' - 8" 12' - 4"
3'
8" 8'
0"
3'
9" 3'
1"
2' - 6" 4' - 5" 8' - 0"
6' - 0" 20' - 2 1/2" 6' - 0" 1' - 4 3/4" 9' - 5 1/2" 3' - 0"
9'
1/
2" 3'
0"
/2
4'
0"
6'
0" 6'
0"
6'
0" 3'
0"
6'
3'
0" 8'
9"
3'
1 2 3 4 5 6
A
B
C
D
7" 5' - 2 1/2" 8' - 2 1/2" 7' - 5" 5' - 2 1/2"
3' - 6 3/4" 5' - 2 1/2"
2' - 11 1/2"
8' - 5" 3' - 4 1/2"
2'
0"3'
0"5'
6"
1' - 2"3' - 0"
6'
0" 3'
9"
5 1/2"
7'
0" 5'
1/ 2"
8'
2" 5'
1/ 2"
9'
9" 5'
1/ 2"
1/
2"
5' - 5"
1'
5'
1/
2"
/2
5'
1/ 2"
5'
1/
2" 7"
3'
0" 6'
0"
4' - 7" 3' - 0"
1' - 4"1' - 4"
4' - 6" 4' - 6" 12' - 0" 12' - 0" 12' - 6"
5' - 2 1/2"2' - 9 3/4"
2' - 7"
3' - 0"
3' - 0"
8 1/2"5' - 2 1/2" 6' - 11 1/2" 5' - 2 1/2" 11' - 7" 5' - 2 1/2" 11' - 1 1/2" 5' - 2 1/2"
9 1/2"
3' - 0" 3' - 0"
1'
1/
2" 1'
1/
2"
2' - 10 1/2"
6'
3'
0" 6'
6'
3'
0" 6'
CAMERA LOCATIONS (EACH ICON REPRESENTS TWO
(2) CAMERAS - ONE IN-PLAY AND ONE OUT-OF-PLAY).
IN-PLAY CAMERAS, MOUNTING EQUIPMENT AND
PROTECTION TO BE PROVIDED BY CONTRACTOR. SEE
ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LEGEND
7" x 7" WEEP HOLE LOCATION W.H.
FLOOR SLOPE DIRECTION
OPTION 001: ADD INTERIOR BREACHABLE CMU WALLS
OPTION 006: ADD EXTERIOR BREACHABLE PANELS
OPTION 005: ADD INTERIOR DOORS AND FRAMES
A
XX
X
ROOM NUMBER
DOOR SYMBOL
WINDOW SYMBOL
INTERIOR WALL TYPE
GRIDLINE
SPOT ELEVATION
ARCHITECTURAL LEGEND
Room name
1A3.AB
X'-XX"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
3/19/2021 12:53:12 PM
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A-111
FI
R
ST
F
LO
O
R P
LA
N
D
IM
EN
SI
O
N S
J.
S
C H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
M . J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 FIRST FLOOR PLAN - DIMENSIONS
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 459'-0" ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-001 AND G-002 FOR STANDARD
INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,
SYMBOLS AND DETAILS.
3 DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 STRUCTURE IS UNINHABITED. ROOMS ARE "MOCK"
LABELED TO REPLICATE SPACES THAT WOULD BE FOUND
IN AN ACTUAL BUILDING FOR TRAINING PURPOSES.
5 SLOPE FLOOR SLAB 1/16"/1'-0" TOWARDS EXTERIOR
WALLS AS INDICATED ON PLANS. ASTERIK (*) DENOTES
SLOPES THAT DIFFER FROM 1/16"/1'-0" FOUND IN ALL
ROOMS THAT HAVE BREACHABLE EXTERIOR PANELS.
REFER TO DETAIL 3/A-320 FOR TYPICAL DETAIL OF FLOOR
SLOPES AT BREACHABLE EXTERIOR PANEL ROOMS.
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION
ON CONCRETE SLAB AND FLOORS.
6 PROVIDE LARGE WEEP-HOLES AS INDICATED
THROUGHOUT INTERIOR AND EXTERIOR WALLS FOR
DRAINAGE, EACH FLOOR.
7 PAINTING IS NOT REQUIRED ON EXTERIOR CONCRETE
FACADE, INTERIOR CONCRETE WALLS, INTERIOR CMU
WALLS OR EXPOSED CONCRETE CEILING.
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Am e n dm en t 0
3/
/2
W
2Q R
R
_P la ns -0
A-301
8'X8' BREACHABLE BTRF
FLOOR PANEL, REFER
TO STRUCTURAL
HALF WALL
HALF WALL
OFFICE
216 RSO OFFICE
OFFFICE
OFFICE
POL-ECON
OFFICE
POL-ECON
OFFICE
POL-ECON
OFFICE
CORRIDOR
PUBLIC AFFAIRS
OFFICE
OFFICE
OFFICE
PUBLIC AFFAIRS
OFFICE
STAIR
ELEV. SHAFT
ATRUIM
(OPEN TO ABOVE)
BREACHABLE
INTERIOR WALL (TYP),
REFER TO
STRUCTURAL
12' X 12' BREACHABLE
BTRF PANEL (TYP)
METAL ARMOR PLATE
INT. WALLS AT
BREACHABLE AREAS
(TYP), REFER TO
STRUCUTRAL.
PLYWOOD ON WOOD
SLEEPERS OVER
RECESSED CONCRETE
FLOOR
BTRF PANEL ANCHORS AT
EACH PANEL LOCATION
(TYP). REFER TO
STRUCTURAL.
A-301
A-430
A-202
A-202
B B
B
A
A
A
A
A A
A
B B B
A-201
A-201
A
A
A
7" x 7" THRU-WALL
WEEP HOLE, TYP.
W.H.W.H.W.H.W.H.W.H.W.H.
W.H.W.H.W.H.W.H.W.H.W.H.
W.H. W.H. W.H. W.H. W.H. W.H.
W.H.
W.H. W.H. W.H.
1 2 3 4 5 6
A
B
C
D
3 20
205A
205B
211A
215A
215B 211B
OC30.S
0D8.B
OC30.S
0D8.B
OC30.S OC30.SOC30.S
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B 0D8.B
OC30.S
0D8.B
OC30.S
0C48.S
OC30.S
OC30.S
0D8.B
OC30.S0D8.B
0D8.B
OC30.S
OC30.S
0C18.HS
0C18.HS
OC30.S
0C18.S
0C18.S
0C18.S
0C18.S
0C18.S
0C18.S
15' - 0"
15' - 0"
W.H.
W.H. W.H.
CAMERA LOCATIONS (EACH ICON REPRESENTS TWO
(2) CAMERAS - ONE IN-PLAY AND ONE OUT-OF-PLAY).
IN-PLAY CAMERAS, MOUNTING EQUIPMENT AND
PROTECTION TO BE PROVIDED BY CONTRACTOR. SEE
ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LEGEND
7" x 7" WEEP HOLE LOCATION W.H.
FLOOR SLOPE DIRECTION
OPTION 001: ADD INTERIOR BREACHABLE CMU WALLS
OPTION 006: ADD EXTERIOR BREACHABLE PANELS
OPTION 005: ADD INTERIOR DOORS AND FRAMES
A
XX
X
ROOM NUMBER
DOOR SYMBOL
WINDOW SYMBOL
INTERIOR WALL TYPE
GRIDLINE
SPOT ELEVATION
ARCHITECTURAL LEGEND
Room name
1A3.AB
X'-XX"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
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SE
C
O N
D F
LO
O
R P
LA
N
AN
N O
TA
TI
O N
J
SC
H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
M J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 SECOND FLOOR PLAN - ANNOTATION
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 459'-0" ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-001 AND G-002 FOR STANDARD
INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,
SYMBOLS AND DETAILS.
3 DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 STRUCTURE IS UNINHABITED. ROOMS ARE "MOCK"
LABELED TO REPLICATE SPACES THAT WOULD BE FOUND
IN AN ACTUAL BUILDING FOR TRAINING PURPOSES.
5 SLOPE FLOOR SLAB 1/16"/1'-0" TOWARDS EXTERIOR
WALLS AS INDICATED ON PLANS. ASTERIK (*) DENOTES
SLOPES THAT DIFFER FROM 1/16"/1'-0" FOUND IN ALL
ROOMS THAT HAVE BREACHABLE EXTERIOR PANELS.
REFER TO DETAIL 3/A-320 FOR TYPICAL DETAIL OF FLOOR
SLOPES AT BREACHABLE EXTERIOR PANEL ROOMS.
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION
ON CONCRETE SLAB AND FLOORS.
6 PROVIDE LARGE WEEP-HOLES AS INDICATED
THROUGHOUT INTERIOR AND EXTERIOR WALLS FOR
DRAINAGE, EACH FLOOR.
7 PAINTING IS NOT REQUIRED ON EXTERIOR CONCRETE
FACADE, INTERIOR CONCRETE WALLS, INTERIOR CMU
WALLS OR EXPOSED CONCRETE CEILING.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Am e n dm en t 0
3/
/2
PLAN NORTH
W
2Q R
R
_P la ns -0
20' - 0"
4'
0"
4' - 0"
4' - 0"
4' - 5" 4' - 6"
3'
8"
80' - 0"
2' - 6" 26' - 8" 22' - 3" 28' - 7"
3'
9"
207 208
209210
A-202
A-202
2'
6" 6'
6"
3'
0" 3'
0"
3'
0" 7'
4"
3'
0"
0" 3'
0"
3'
2' - 6" 8' - 0" 3' - 0" 11' - 0" 6' - 0" 6' - 6" 6' - 0" 6' - 6" 6' - 0" 11' - 6" 3' - 0"
80' - 0"
A-201
A-201
30' - 6" 27' - 0"
2'
6"
6'
5'
6"
6'
6"
6'
8'
4" 3'
0"
3'
0" 8'
2"
3'
0" 6'
1 2 3 4 5 6
A
B
C
D
3' - 0" 5' - 0" 3' - 3" 9' - 3" 1' - 4" 1' - 4"
2' - 11 1/2"
3' - 10 1/2"
3' - 0" 12' - 8"
5' - 2 1/2" 19' - 9" 5' - 2 1/2" 3' - 7" 5' - 1 1/2" 5 1/2"
4' - 1"
5'
1/
2" 9'
1/ 2"
5'
1/
2"
5'
1/ 2"
8"
2'
0"
8' - 11" 5' - 2 1/2" 24' - 4" 5' - 2 1/2" 8' - 4" 9' - 8" 3' - 0" 5' - 5"
18' - 6" 12' - 6" 12' - 0" 12' - 0" 15' - 6" 9' - 6"
10"
4"5'
1/
2"
5'
1/ 2"
2'
/2
5'
1/
2"
3' - 0"3' - 10"8' - 5"
1'
1/
2" 1'
6"
1'
1/
2"
2'
6"
/2
3'
0" 9'
1/ 2"
8' - 5"
CAMERA LOCATIONS (EACH ICON REPRESENTS TWO
(2) CAMERAS - ONE IN-PLAY AND ONE OUT-OF-PLAY).
IN-PLAY CAMERAS, MOUNTING EQUIPMENT AND
PROTECTION TO BE PROVIDED BY CONTRACTOR. SEE
ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LEGEND
7" x 7" WEEP HOLE LOCATION W.H.
FLOOR SLOPE DIRECTION
OPTION 001: ADD INTERIOR BREACHABLE CMU WALLS
OPTION 006: ADD EXTERIOR BREACHABLE PANELS
OPTION 005: ADD INTERIOR DOORS AND FRAMES
A
XX
X
ROOM NUMBER
DOOR SYMBOL
WINDOW SYMBOL
INTERIOR WALL TYPE
GRIDLINE
SPOT ELEVATION
ARCHITECTURAL LEGEND
Room name
1A3.AB
X'-XX"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
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A-121
SE
C
O N
D F
LO
O
R P
LA
N
D
IM
EN
SI
O
N S
J.
S
C H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
M . J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 SECOND FLOOR PLAN - DIMENSIONS
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 459'-0" ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-001 AND G-002 FOR STANDARD
INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,
SYMBOLS AND DETAILS.
3 DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 STRUCTURE IS UNINHABITED. ROOMS ARE "MOCK"
LABELED TO REPLICATE SPACES THAT WOULD BE FOUND
IN AN ACTUAL BUILDING FOR TRAINING PURPOSES.
5 SLOPE FLOOR SLAB 1/16"/1'-0" TOWARDS EXTERIOR
WALLS AS INDICATED ON PLANS. ASTERIK (*) DENOTES
SLOPES THAT DIFFER FROM 1/16"/1'-0" FOUND IN ALL
ROOMS THAT HAVE BREACHABLE EXTERIOR PANELS.
REFER TO DETAIL 3/A-320 FOR TYPICAL DETAIL OF FLOOR
SLOPES AT BREACHABLE EXTERIOR PANEL ROOMS.
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION
ON CONCRETE SLAB AND FLOORS.
6 PROVIDE LARGE WEEP-HOLES AS INDICATED
THROUGHOUT INTERIOR AND EXTERIOR WALLS FOR
DRAINAGE, EACH FLOOR.
7 PAINTING IS NOT REQUIRED ON EXTERIOR CONCRETE
FACADE, INTERIOR CONCRETE WALLS, INTERIOR CMU
WALLS OR EXPOSED CONCRETE CEILING.
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Am e n dm en t 0
3/
/2
W
2Q R
R
_P la ns -0
SCIF SECTION
C O
M , D
C M
O
FF
IC
ES
LOBBY
USAID OPEN
OFFICE
OFFICE
SCIF
305A
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
STAIR
ELEV. SHAFT
ATRIUM
"BUBBLE"
305B
10'X10' BREACHABLE
BTRF FLOOR PANEL,
REFER TO STRUCTURAL
HALF WALL,
REFER TO
STRUCTURAL
BREACHABLE
INTERIOR WALL (TYP),
REFER TO
STRUCTURAL
12' X 12' BREACHABLE
BTRF PANEL (TYP)
METAL ARMOR PLATE
INT. WALLS AT
BREACHABLE AREAS
(TYP), REFER TO
STRUCUTRAL.
PLYWOOD ON WOOD
SLEEPERS OVER
RECESSED CONCRETE
FLOOR
BTRF PANEL ANCHORS
AT EACH PANEL
LOCATION (TYP),
REFER TO
STRUCTURAL
A-301
A-202
A-202
A-201
A-201
A
A
A
A B B B A
A
A
E B
B B
A-430
7" x 7" THRU-WALL
WEEP HOLE, TYP.
W.H.W.H.
W.H. W.H. W.H. W.H.
W.H. W.H. W.H. W.H.W.H. W.H.
W.H. W.H. W.H. W.H. W.H. W.H.
W.H. W.H. W.H. W.H.
W.H.
W.H.
A A
1 2 3 4 5 6
A
B
C
D
3A
3B 30
305A
5B
313A
313B
0A
OC30.S
OC30.S
0D8.B
OC30.S
0D8.B
OC30.S
OC30.S
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0D8.B
0C18.HS
0C18.HS
OC30.S
0C18.S
0C48.S
OC30.S
OC30.S
OC30.S
0D8.B
OC30.S
0D8.B
(OPEN TO ABOVE)
0C18.S
0C18.S
0C18.S
OC30.S
0C18.S
0C18.S
0C18.S
0C18.S
UP
30' - 0"
30' - 0"
**W.H.
W.H.
CAMERA LOCATIONS (EACH ICON REPRESENTS TWO
(2) CAMERAS - ONE IN-PLAY AND ONE OUT-OF-PLAY).
IN-PLAY CAMERAS, MOUNTING EQUIPMENT AND
PROTECTION TO BE PROVIDED BY CONTRACTOR. SEE
ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LEGEND
7" x 7" WEEP HOLE LOCATION W.H.
FLOOR SLOPE DIRECTION
OPTION 001: ADD INTERIOR BREACHABLE CMU WALLS
OPTION 006: ADD EXTERIOR BREACHABLE PANELS
OPTION 005: ADD INTERIOR DOORS AND FRAMES
A
XX
X
ROOM NUMBER
DOOR SYMBOL
WINDOW SYMBOL
INTERIOR WALL TYPE
GRIDLINE
SPOT ELEVATION
ARCHITECTURAL LEGEND
Room name
1A3.AB
X'-XX"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
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TH
IR
D F
LO
O
R P
LA
N
AN
N O
TA
TI
O N
J
SC
H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
M J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 THIRD FLOOR PLAN - ANNOTATION
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 459'-0" ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-001 AND G-002 FOR STANDARD
INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,
SYMBOLS AND DETAILS.
3 DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 STRUCTURE IS UNINHABITED. ROOMS ARE "MOCK"
LABELED TO REPLICATE SPACES THAT WOULD BE FOUND
IN AN ACTUAL BUILDING FOR TRAINING PURPOSES.
5 SLOPE FLOOR SLAB 1/16"/1'-0" TOWARDS EXTERIOR
WALLS AS INDICATED ON PLANS. ASTERIK (*) DENOTES
SLOPES THAT DIFFER FROM 1/16"/1'-0" FOUND IN ALL
ROOMS THAT HAVE BREACHABLE EXTERIOR PANELS.
REFER TO DETAIL 3/A-320 FOR TYPICAL DETAIL OF FLOOR
SLOPES AT BREACHABLE EXTERIOR PANEL ROOMS.
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION
ON CONCRETE SLAB AND FLOORS.
6 PROVIDE LARGE WEEP-HOLES AS INDICATED
THROUGHOUT INTERIOR AND EXTERIOR WALLS FOR
DRAINAGE, EACH FLOOR.
7 PAINTING IS NOT REQUIRED ON EXTERIOR CONCRETE
FACADE, INTERIOR CONCRETE WALLS, INTERIOR CMU
WALLS OR EXPOSED CONCRETE CEILING.
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Am e n dm en t 0
3/
/2
W
2Q R
R
_P la ns -0
20' - 0"
3' - 5" 3' - 6"
2'
8"
80' - 0"
2' - 6"
26' - 0" 39' - 0" 10' - 0" 2' - 6"
2'
9"
303 304
305A306
309310
305B
A-202
A-202
A-201
A-201
2'
6" 6'
6"
3'
0" 9'
0"
2' - 6" 8' - 0" 3' - 0" 11' - 0" 6' - 0" 6' - 6" 6' - 0" 6' - 6" 6' - 0" 11' - 5 1/2" 3' - 0"
80' - 0"
57' - 6"
3'
1" 6'
1/ 2"
3'
0"
/2
5'
0"
5'
0"
0"
6'
6"
9'
0"
5'
6"
1 2 3 4 5 6
A
B
C
D
8 1/2" 5' - 2 1/2" 31' - 9" 5' - 2 1/2"
3' - 5 1/2"
5' - 2 1/2" 5 1/2"
5' - 4" 9' - 8"
3' - 0"
3' - 0" 5' - 0" 3' - 3" 9' - 2" 1' - 4" 1' - 4"
1'
2" 5'
1/ 2"
1/ 2"
4'
0"
8' - 7" 5' - 2 1/2" 8 1/2"
10"
12' - 0" 12' - 0" 4' - 10 1/2"
3" 5'
1/ 2"
5'
1/
2"
2'
/2
5'
1/
2"
12' - 10" 3' - 0" 25' - 8" 3' - 0" 35' - 6"
12' - 6"
12' - 0" 12' - 0"
15' - 6" 9' - 6"
1'
1/
2" 1'
1/ 2"
7' - 0"
6'
3'
0" 9'
3'
0"
0"
2'
6"
6'
3'
0" 7'
8"
2'
6"
5' - 2 1/2" 4"
5' - 2 1/2" 8' - 9"
2' - 6"
CAMERA LOCATIONS (EACH ICON REPRESENTS TWO
(2) CAMERAS - ONE IN-PLAY AND ONE OUT-OF-PLAY).
IN-PLAY CAMERAS, MOUNTING EQUIPMENT AND
PROTECTION TO BE PROVIDED BY CONTRACTOR. SEE
ELECTRICAL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LEGEND
7" x 7" WEEP HOLE LOCATION W.H.
FLOOR SLOPE DIRECTION
OPTION 001: ADD INTERIOR BREACHABLE CMU WALLS
OPTION 006: ADD EXTERIOR BREACHABLE PANELS
OPTION 005: ADD INTERIOR DOORS AND FRAMES
A
XX
X
ROOM NUMBER
DOOR SYMBOL
WINDOW SYMBOL
INTERIOR WALL TYPE
GRIDLINE
SPOT ELEVATION
ARCHITECTURAL LEGEND
Room name
1A3.AB
X'-XX"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
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TH
IR
D F
LO
O
R P
LA
N
D
IM
EN
SI
O
N S
J.
S
C H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
J.
S
C H
EN
KE
N
FE
LD
ER
M . J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 THIRD FLOOR PLAN - DIMENSIONS
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 459'-0" ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-001 AND G-002 FOR STANDARD
INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,
SYMBOLS AND DETAILS.
3 DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 STRUCTURE IS UNINHABITED. ROOMS ARE "MOCK"
LABELED TO REPLICATE SPACES THAT WOULD BE FOUND
IN AN ACTUAL BUILDING FOR TRAINING PURPOSES.
5 SLOPE FLOOR SLAB 1/16"/1'-0" TOWARDS EXTERIOR
WALLS AS INDICATED ON PLANS. ASTERIK (*) DENOTES
SLOPES THAT DIFFER FROM 1/16"/1'-0" FOUND IN ALL
ROOMS THAT HAVE BREACHABLE EXTERIOR PANELS.
REFER TO DETAIL 3/A-320 FOR TYPICAL DETAIL OF FLOOR
SLOPES AT BREACHABLE EXTERIOR PANEL ROOMS.
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION
ON CONCRETE SLAB AND FLOORS.
6 PROVIDE LARGE WEEP-HOLES AS INDICATED
THROUGHOUT INTERIOR AND EXTERIOR WALLS FOR
DRAINAGE, EACH FLOOR.
7 PAINTING IS NOT REQUIRED ON EXTERIOR CONCRETE
FACADE, INTERIOR CONCRETE WALLS, INTERIOR CMU
WALLS OR EXPOSED CONCRETE CEILING.
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Am e n dm en t 0
3/
/2
W
2Q R
R
_P la ns -0
A-202
OPTION 006: ADD
EXTERIOR BREACHABLE
BTRF PANELS. 12'X12'
ROOF PANEL, RE:
STRUCTURAL
ATRUIM, OPEN TO BELOW
STAIR AND
ELEVATOR
PENTHOUSE
OPEN SCUPPER, TYP.
RAPPELLING TIE-OFF
POINTS, RE:
STRUCTURAL.
A-301
1/2" / 1'-0" 1/2" / 1'-0"
A-201
A-202
A-201
2'
0"
2'
0"
2'
0"
2'
0"
2'
0"
2'
0"
2'
0"
2'
0"
2'
0"
1/2" / 1'-0"
16' - 6" 12' - 0" 21' - 6"
CAST-IN-PLACE
CONCRETE ROOF
CRICKET, TYP.
1/2" / 1'
1/2" / 1'
LIGHTNING PROTECTION,
TYP. REFER TO
ELECTRICAL
1 2 3 4 5 6
A
B
C
D
(OPEN TO BELOW)
OPEN SCUPPER, TYP.
CAST-IN-PLACE
CONCRETE ROOF
CRICKET, TYP.
1'
6" 1'
6"
1'
6" 1'
6"
2'
0"
5'
9"
12' - 4" 5' - 3"
1/2" / 1'
1/2" / 1'
0"
1/2" / 1'-0"
0B
1' - 5 3/4" PENTHOUSE
DOOR BELOW
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
CERTIFIED FINAL
FT
K
N O
X, K
EN
TU
C
KY
SO
F
TR
AI
N
IN
G T
AR
G
ET
S
TR
U
C
TU
R E
PN
, F Y2
1, P
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
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R O
O F
PL
AN
J
SC
H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
J
SC
H
EN
KE
N
FE
LD
ER
M J
O H
N
SO
N
JA
N
U
AR
Y
W
2Q R
R
1/8" = 1'-0"A-201
1 ROOF PLAN
PLAN NORTH
M
AR
K D
ES
C
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3'-4"
4'-0" CLEAR OPENING
3'-4" CLEAR OPENING
3'-7 3/4" FINISHED DOOR WIDTH
4'-3 7/8" OVERALL FRAME WIDTH
REINFORCED
CONCRETE WALL,
SEE STRUCT.
VAULT DOOR
DAYGATE DAYGATE
VAULT DOOR
REINFORCED
CONCRETE WALL,
SEE STRUCT.
NOTE:
VERIFY ALL DIMENSION WITH
VAULT DOOR MANUFACTURER
REINFORCED
CONCRETE WALL,
SEE STRUCT.
VAULT DOOR
DAYGATE
5' -1
1/
4" D
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6' -6
" C
LE
AR
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6' -1
1/
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LE
AR
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G H
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1/
4"
NOTE:
VERIFY ALL DIMENSION WITH
VAULT DOOR MANUFACTURER
5/8" GWB,
BEYOND
VAULT DOOR
DAYGATE
FIRST FLOOR
CONCRETE FLOOR
SLAB, SEE STRUCT.
5" x 7/16" x 3'-10 1/2"
RECESSED STEEL
SPREADER PLATE
1/
4" 5'
-1
1/ 4"
D
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6' -6
" C
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6' -1
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AR
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N
IN
G H
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G
H T
NOTE:
VERIFY ALL DIMENSION WITH
VAULT DOOR MANUFACTURER
DOOR. SEE SCHEDULE
CMU
HOLLOW METAL DOOR
JAMB, GROUT FRAME
SOLID
DASHED LINE INDICATES
"TEE" DOOR ANCHORS, 3
PER JAMB
DOOR. SEE SCHEDULE
BOND BEAM. REFER
TO STRUCTURAL
DRAWINGS.
HOLLOW METAL DOOR
JAMB, GROUT FRAME
SOLID
BLAST DOOR BY MANUFACTURER
STEEL ANGLE.
REFER TO
STRUCTURAL
DRAWINGS.
STEEL ANGLE. REFER TO
STRUCTURAL DRAWINGS.
STEEL PLATES. REFER TO
STRUCTURAL DRAWINGS.
FOR DIMENSIONS OF
CONCRETE REFER TO
STRUCTURAL.
3' - 6 1/4"
BLAST DOOR BY MANUFACTURER
STEEL ANGLE. REFER TO
STRUCTURAL DRAWINGS.
REFER TO STRUCTURAL DRAWINGS
WOOD BLOCKING
HOLLOW METAL DOOR
FRAME, TYP.
STEEL PLATE, REFER TO STRUCTURAL
EMBED PLATE, REFER TO STRUCTURAL
R
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WOOD BLOCKING
HOLLOW METAL DOOR
FRAME, TYP.
STEEL PLATE, REFER
TO STRUCTURAL
EMBED PLATE, REFER
TO STRUCTURAL
REFER TO STRUCTURAL
1 1
HOLLOW METAL DOOR
HEAD, GROUT FRAME
SOLID
1/2" STEEL EMBED
PLATE. REFER TO
STRUCTURAL.
C-CHANNEL. REFER TO
STRUCTURAL
REFER TO STRUCTURAL
C- CHANNEL, REFER TO
STRUCTURAL
HOLLOW METAL DOOR
JAMB, GROUT FRAME
SOLID
1/2" STEEL EMBED
PLATE. REFER TO
STRUCTURAL.
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C:\Users\h2edajjs\Documents\477836_v2018_TrainingTargetStructure_A_h2edajjs.rvt
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3" = 1'-0"
9 JAMB - VAULT DOOR (OPTION 005)
3" = 1'-0"
10 HEAD - VAULT DOOR (OPTION 005)
3" = 1'-0"
11 SILL - VAULT DOOR (OPTION 005)
1 1/2" = 1'-0"
6 DOOR JAMB CMU
1 1/2" = 1'-0"
5 DOOR HEAD CMU
1" = 1'-0"
8 BLAST DOOR JAMB DETAIL
1" = 1'-0"
7 BLAST DOOR HEAD DETAIL
1 1/2" = 1'-0"
2 DOOR JAMB DETAIL, INTERCHANGABLE
1 1/2" = 1'-0"
1 DOOR HEAD DETAIL, INTERCHANGABLE
1 1/2" = 1'-0"
3 DOOR HEAD DETAIL, WELDED (OPTION 005)
1 1/2" = 1'-0"
4 DOOR JAMB DETAIL, WELDED (OPTION 005)
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#3/0
GENERAL NOTES
1. EQUIPMENT TO BE FURNISHED & INSTALLED BY
NOLIN RECC. SEE SHEET EU001 FOR DIVISION OF
RESPONSIBILITY.
2. COORDINATE ROUGH-IN WITH NOLIN RECC. SEE
SHEET EU001 FOR DIVISION OF RESPONSIBILITY.
SEE SHEET EU502 FOR POWER DUCTBANK DETAIL.
3. TRANSITION POINT FROM PVC TO GRC 5' OUTSIDE
THE BUILDING WALL LINE IN ORDER TO ADDRESS
BUILDING SETTLING.
1. SEE SHEET EU001 FOR EXTERIOR SITE NOTES AND DIVISION
OF RESPONSIBILITY.
2. SEE SHEET EU501 FOR DUCT BANK DETAILS.
3. SEE SHEET SERIES CU FOR SITE DRAWINGS.
4. FAULT CURRENT AMP INTERRUPTING CAPACITIES ARE
MINIMUM. IF STANDARD EQUIPMENT RATING IS GREATER,
PROVIDE STANDARD RATING.
5. PROVIDE FULL LENGTH 100% RATED NEUTRAL BAR AND A
GROUNDING BAR IN EACH SECTION OF THE
SWITCHBOARD/PANELBOARDS. PROVIDE MAIN BONDING
JUMPER IN ACCORDANCE WITH NFPA 70 PARAGRAPH 250.24
(B).
6. PROVIDE ADDITIONAL SPARES AND SPACES AS SHOWN ON
PANEL SCHEDULES ON THIS SHEET.
7. PROVIDE SURGE PROTECTION FOR EITHER THE CIRCUIT OR
THE PANEL THE CIRCUIT IS CONNECTED TO FOR ALL CIRCUITS
EXITING THE BUILDING SUCH AS BUT NOT LIMITED TO
EXTERIOR LIGHTING AND CATV EQUIPMENT CIRCUITS. NOT
ALL REQUIRED SURGE PROTECTIVE DEVICES (SPDS) ARE
SHOWN IN PANEL SCHEDULES. SPDS MAY BE REQUIRED IN
ADDITONAL LOCATIONS BASED ON FINAL EQUIPMENT
INSTALLED AND ITS LOCATION. SURGE PROTECTIVE DEVICES
SHALL BE FED BY A DEDICATED BREAKER AND INSTALLED
EXTERNAL TO PANELBOARDS IN A SEPARATE ENCLOSURE
AND EXTERNAL TO DISTRIBUITION EQUIPMENT OR IN A
SEPARATE METAL CLAD COMPARTMENT OF THE
DISTRIBUITION EQUIPMENT.
8. THE CONTRACTOR SHALL SUBMIT ARC FLASH CALCULATIONS
BASED ON THE INSTALLED EQUIPMENT SIZINGS, RATINGS,
ARRANGEMENTS, AND SETTINGS. THE CALCULATIONS SHALL
BE EXECUTED IN EASYPOWER AND SUBMITTED AS PART OF
THE FAULT CURRENT AND PROTECTIVE COORDINATION
STUDY ALONG WITH THE SYSTEM MODEL. CONTRACTOR
SHALL PROVIDE ARC FLASH LABELS ON ALL PANELS
INDICATING THE ARC FLASH HAZARD LEVEL BASED ON THE
RESULTS FROM THE COORDINATION STUDY. ADJUST AIC
RATINGS OF EQUIPMENT REQUIRED BASED ON ACTUAL
EQUPMENT RATINGS. IMPENDANCE OF TRANSFORMER
AFFECTS RATING.
9. SERIES RATED AND PLUG-IN CIRCUIT BREAKERS ARE
UNACCEPTABLE.
10. PROVIDE ARC FLASH ANAYLYSIS AND WARNING SIGNS ON
SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL
PANELS, METER SOCKET ENCLOSURES, AND MOTOR
CONTROL CENTERS AS REQUIRED PER NFPA 70 (NEC)
ARTICLE 110.16. REFERENCE NFPA 70 ARTICLE 110.16, NFPA
70E ARTICLE 130.3, AND UFC 3-560-01, ELECTRICAL SAFETY,
O & M.
11. PROVIDE ELECTRONIC TRIP BREAKERS WITH LSI SETTINGS
FOR ALL SWITCHBOARD/ PANELBOARD BREAKERS SERVING
SUB-PANELS.
DM
SPD
22KAGROUND BAR,
IN ENCLOSURE
R
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2 31
MAIN
100A/3P
A/
3P
A/
3P
METERED MAIN DISTURIBUTION PEDESTAL, 100A, 208/120V, 22 KAIC, 3 PHASE, WITH FULL NEUTRAL & GROUND BUSES, NEMA 3R
EXISTING POWER POLE.
CONTRACTOR TO PROVIDE
DUCTS AND ITEMS SHOWN ON
DRAWINGS AS CONTRACTOR
PROVIDED.
FUSE
208V
12.47 KV
KEY NOTES
RANGE 5 TRANSFORMER
75 KVA UTILITY
TRANSFORMER WITH
METER, CT
COMPARTMENT, AND ALL
RELATED COMPONENTS
PROVIDED
(SIZED FOR FUTURE
EXPANSION)
8 A
M1
SP
AC
E
ID# FEEDER SCHEDULE
(1) SET OF (4-#2, 1-#8 G IN 2" SCHEDULE 40 PVC)
(1) SETS OF (3-#4, 1-#6 G IN 1-1/4" SCHEDULE 40 PVC)
M1
(4) 4" SCHEDULE 40 PVC CONDUIT
(1) SET OF (4-#2, 1-#8 IN 4" SCHEDULE 40 PVC)
EXISTING RANGE 4
TRANSFORMER PAD.
NEWLY FURNISHED
CONDUIT TO CONNECT TO
EXISTING CONDUIT.
PANEL
PP-OUT
PANEL
PP-IN
A/
3P
A/ 3P
NEMA 3R ENCLOSURE
MANUAL SWITCH, 4-POLE,
PROVIDED BY CONTRACTOR
(BASIS OF DESIGN: PSI
MTSBBGTB)
GENERATOR
HOOKUP
CABINET
4 (1) SET OF (4-#2, 1-#8 IN 2" GRC)
US Army Corps of Engineers ®
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C:\Users\H2EDDWCY\Documents\477836_v2018_TrainingTargetStructure_E_H2EDDWCY.rvt
E-601
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NTSC5 ONE-LINE DIAGRAM
GENERATOR HOOKUP CABINET
MAIN DISTRIBUTION PEDESTAL
Notes:
Total Est. Demand Current: 38 A
HEAT 2810 VA 2810 VA Total Conn. Current: 42 A SPEC 3593 VA 2156 VA Total Est. Demand: 13608 VA RCPT 7740 VA 7740 VA Total Conn. Load: 15044 VA
LIGHTS 974 VA 974 VA
Load Classification Connected Load Estimated Demand Panel Totals
Total Amps: 44 A 42 A 40 A Total Load: 5293 VA 5008 VA 4745 VA
23 24
21 SPEC, CCTV POLES 1,2,3 20 A 1 270 VA 22
19 468 VA 468 VA 20
17 468 VA 468 VA 18
HEAT, OU-2 20 A 3
468 VA 468 VA
3 20 A HVAC, OU-1
13 RCPT, 306, 305, 304, CORR 20 A 1 360 VA 974 VA 1 20 A LIGHT, EXT LIGHTS 14
11 RCPT, -313, 312, 311, 303, 302, CORR,... 20 A 1 1080 VA 1664 VA 12
9 RCPT, - 310, 309, 307, CORR 20 A 1 900 VA 1664 VA
2 20 A SPEC, OUT-PLAY DATA RACK
7 RCPT, 212, 210, 209, 208, CORR 20 A 1 900 VA 1080 VA 1 20 A RCPT, 215, 214, 213, 203, 202, 201 8
5 RCPT, 118, 117, 116, 115, CORR 20 A 1 720 VA 360 VA 1 20 A RCPT, 112, 113 6
3 RCPT, 108,107,105,CORR 20 A 1 360 VA 900 VA 1 20 A RCPT, 111,110,109,106 4
1 RCPT, 121,104,103,100,CORR 20 A 1 540 VA 540 VA 1 20 A RCPT, - 207, 206, 205, 204, CORR 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Notes:
Enclosure: NEMA 1 MCB Rating: 60 A Mounting: SURFACE Wires: 4 Mains Rating: 100 A
Supply From: Phases: 3 Mains Type: MAIN CB Location: "OUT-OF-PLAY" COM. ROOM 113 Volts: 120/208 Wye A.I.C. Rating: 10,000 AMPS SYMMETRICAL
Branch Panel: PP-OUT
Notes:
Total Est. Demand Current: 6 A
Total Conn. Current: 10 A Total Est. Demand: 2105 VA Total Conn. Load: 3508 VA
SPEC 3508 VA 2105 VA
Load Classification Connected Load Estimated Demand Panel Totals
Total Amps: 16 A 16 A 2 A Total Load: 1664 VA 1664 VA 180 VA
23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8
5 SPEC, IN-PLAY ACS CABINET 20 A 1 180 VA 6
3 1664 VA 4
SPEC, IN-PLAY DATA RACK 20 A 2 1664 VA 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Notes:
Enclosure: NEMA 1 MCB Rating: 60 A Mounting: SURFACE Wires: 4 Mains Rating: 100 A
Supply From: Phases: 3 Mains Type: MAIN CB Location: "OUT-OF-PLAY" COM. ROOM 113 Volts: 120/208 Wye A.I.C. Rating: 10,000 AMPS SYMMETRICAL
Branch Panel: PP-IN
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®of Engineers
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
EU001
PRIMARY TRENCH & BACKFILL
PRIMARY DUCT BANK
SECONDARY TRENCH AND BACKFILL
SECONDARY DUCT BANK
ITEM
CONTRACTOR
TRANSFORMER PRIMARY TERMINATIONS
TRANSFORMER SECONDARY TERMINATIONS
FIBER OPTIC CABLE
SITE LIGHTING (LIGHT FIXTURE, POLE, POLE BASE, AND WIRING)
FIBER OPTIC CABLE TRENCHING AND BACKFILL
UNDERGROUND PRIMARY CABLE
COUNTERPOISE GROUND RODS
NOLIN RECC
PRIMARY ELECTRICAL VAULTS
REQUIRED/REQUESTED BY NOLIN RECC.
COORDINATE WITH NOLIN RECC FOR THE WORK DESCRIBED OR AS OTHERWISE
FURNISH INSTALL FURNISH INSTALL
COMMUNICATIONS AND ELECTRICAL SECONDARY HANDHOLES
TRANSFORMER PAD
RISER POLE, HARDWARE AND CONNECTIONS.
TRANSFORMER
UNDERGROUND SECONDARY CABLE
ELECTRICAL METERS
1-PHASE TO 3-PHASE METERING CONVERSION
CONTRACTING OFFICER
CHANGES TO THE APPROVED PROJECT SCHEDULE BY THE GC AFFECTING NOLIN RECC'S SCHEDULE AND/OR SCOPE OF WORK WILL REQUIRE THE APPROVAL OF THE
ADEQUATE TIME WILL BE PROVIDED BY THE GC IN THE PROJECT SCHEDULE FOR NOLIN RECC CONSTRUCTION ACTIVITIES.
CONTRACTUALLY, NOLIN RECC CANNOT START ANY PROJECT UNTIL A NOTICE TO PROCEED (NTP) HAS BEEN RECEIVED FROM THE CONTRACTING OFFICER.
OBSTRUCTIONS SUCH AS MATERIALS, EQUIPMENT, EARTHEN BACKFILL, AND /OR TEMPORARY SERVICES AND PORTABLE STRUCTURES.
THE GC SHALL ENSURE THE SITE IS ON GRADE ELEVATION PRIOR TO THE START OF WORK BY NOLIN RECC. THE NOLIN RECC WORK AREA SHALL BE CLEAR OF
TO THE SITE FOR INSTALLATION.
THE GC SHALL PROVIDE SITE COORDINATION BETWEEN NOLIN RECC AND ITS SUB -CONTRACTORS TO ENSURE NOLIN RECC IS ALLOWED FULL UNRESTRICTED ACCESS
7.
SCHEDULING OF GROUND CONNECTION INSTALLATION. CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DAY FOR NOLIN RECC TO INSTALL GROUND CONNECTION.
CONTRACTOR SHALL COORDINATE WITH NOLIN RECC FOR INSTALLATION OF MID CABLE GROUND CONNECTIONS. CONTRACTOR SHALL PROVIDE 3 DAYS NOTICE FOR
5.
6.
4.
1.
2.
3.
GENERAL SITE ELECTRICAL NOTES: MEDIUM VOLTAGE CABLING NOTES:
E L E
C T
R
IC
A L U
T
IL
IT
Y G
E N
E R
A L N
O T
E S
W
Y O
U N
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W
Y O
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G
NOLIN RECC COORDINATION NOTES
TELECOMMUNICATION CABLING NOTES:
TRANSFORMER BOLLARDS
COUNTERPOISE FOR UTILITY TRANSFORMER
DIVISION OF RESPONSIBILITY
8. NOLIN RECC POC FOR THIS PROJECT IS RUSS STANGER.
REFER TO CIVIL DEMOLITION SHEETS FOR ELECTRICAL DEMOLITION SCOPE OF WORK.26.
COMPLETION OF THE PROJECT AT NO ADDITIONAL COST TO THE GOVERNMENT.
RESPONSIBLE FOR RETURNING THE EQUIPMENT TO ITS ORIGINAL CONDITION AT THE
OPERABILITY IN THE PRESENCE OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE
CONTRACTOR SHALL DEMONSTRATE AND DOCUMENT IN A REPORT THE EQUIPMENT'S
SAFELY STORED, AND RE-INSTALLED AS DESCRIBED IN THE DESIGN. PRIOR TO REMOVAL, THE
EXISTING EQUIPMENT THAT IS TO BE RE-USED AS NOTED IN THE DESIGN SHALL BE REMOVED, 25.
REQUIRED FOR DEWATERING.
CONTRACTOR SHALL BE RESPONSIBLE TO PAY FOR AND OBTAIN ANY AND ALL PERMITS
DEWATERING FOR THE REMOVAL AND INSTALLATION OF CABLE ARE INCIDENTAL. THE 24.
REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ANY ITEMS INSTALLED INCORRECTLY PER CONTRACT DOCUMENTS SHALL BE COMPLETELY 22.
DEMOLISHED, MARKED PRIOR TO WORK IN PROJECT AREAS.
CONTRACTOR SHALL HAVE ALL COMMUNICATIONS CABLES, BOTH TO REMAIN AND TO BE 22.
REMOVED FIRST AND PROPERLY STORED FOR FUTURE INSTALLATION.
DISPOSED OF OFF THE SITE BY THE CONTRACTOR. ALL ITEMS TO BE RELOCATED SHALL BE
ALL REMOVED CABLES, TRANSFORMERS, CCR's, ETC. SHALL BE PROPERLY AND LEGALLY 21.
TO THE AREAS AND SCHEDULES IDENTIFIED IN THE APPROVED PHASING PLAN.
BE COORDINATED WITH OTHER DISCIPLINES. ELECTRICAL DEMOLITION WORK SHALL BE LIMITED
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN ELECTRICAL PHASING PLAN THAT IS TO 20.
PROJECT.
CONTRACTOR SHALL ATTEND THE CONSTRUCTION MEETINGS FOR THE DURATION OF THE 19.
CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO INITIATING THE WORK.
OR REPLACEMENT IS NECESSARY. ALL REPAIR METHODS SHALL BE SUBMITTED TO THE
THE CONTRACTING OFFICER. THE CONTRACTING OFFICER SHALL DETERMINE WHETHER REPAIR
ALL DAMAGE TO UTILITIES OR EXISTING STRUCTURES SHALL BE IMMEDIATELY REPORTED TO 18.
CONCRETE (03 30 00.00 10)
DURING REGRADING SHALL BE ENCLOSED IN SPLIT DUCT AND ENCASED IN A 3'' ENVELOPE OF
EXCAVATION METHODS. EXISTING DIRECT BURIED CABLES TO REMAIN THAT ARE EXPOSED
ALL EXCAVATION WITHIN 5 FEET OF AN UNDERGROUND UTILITY SHALL BE PERFORMED BY HAND 17.
ITEMS SHOWN…
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