Am-0009_W9128F20R0002_Drawings-Reissued.pdf
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- Solicitation number
- W9128F20R0002
About this file
This document provides details regarding a federal contract solicitation for construction of the Consolidated Space Operations Facility at Schriever Air Force Base in Colorado. The solicitation seeks to construct a two-story facility and one-story entry control facility in compliance with DoD and Air Force design standards and using local materials where cost effective. The facilities are to be designed as permanent structures according to DoD Unified Facilities Criteria. The project will also comply with DoD antiterrorism and force protection requirements and include cybersecurity measures for facility control systems. Offerors are to commence work within 10 days of notice to proceed and complete the project within 1400 calendar days, with liquidated damages for failure to meet the deadline. Performance and payment bonds are required. The solicitation is open to both large and small businesses and is issued by the Department of the Army Corps of Engineers Omaha District.
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DETAIL 4, SHEET CS501
PCC SIDEWALK, SEE DETAIL 5, SHEET CS501
AGGREGATE SURFACE, SEE DETAIL 6, SHEET CS501
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SEE DETAILS ON SHEET CS506
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SEE DETAILS ON SHEET CS506
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SEE DETAIL 1, SHEET CS508
DOTTED WHITE PAVEMENT MARKING, 4"
SEE DETAIL 1, SHEET CS508
SOLID WHITE CHEVRON PAVEMENT MARKING, 12" SEE
DETAIL 7, SHEET CS508
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SEE DETAIL 1, SHEET CS509
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SEE DETAIL 2, SHEET CS509
SCREEN WALL SECTION 1,
SEE DETAIL 1, SHEET CS510
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SEE DETAIL 1, SHEET CS511
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SEE DETAIL 2, SHEET CS511
TRENCH DRAIN, SEE DETAIL 3, SHEET CS511
GENERATOR FOUNDATION, SEE DETAILS ON CS514
FUEL STORAGE TANK FOUNDATION,
SEE DETAILS ON CS515
KEYNOTES:
SEE NOTE 5
ON CS100
SEE NOTE 5
ON CS100
SEE NOTE 5
ON CS100
SEE NOTE 5
ON CS100
SEE NOTE 5
ON CS100
SEE NOTE 5
ON CS100
SEE NOTE 1
ON CS100
SEE NOTE 2
ON CS100
SEE NOTE 3
ON CS100
SEE NOTE 4
ON CS100
TYP x4
TYP x4
TYP x10
TYP x11
TYP x3
REFER TO CG201 PROFILE 1
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ON CS100
x5 x4
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UTILIDOR. IF EXISTING UTILIDOR IS FOUND TO BE IN
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2. EQUIPMENT PADS SHOWN ON THIS DRAWING ARE
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ELECTRICAL/MECHANICAL EQUIPMENT AND
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GENERAL NOTES:
CSOF ELECTRICAL YARD
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STA 10+00.00
SEE PROFILE 1 ON CG201
PROVIDE 1" GAP BETWEEN
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SEE FUEL STORAGE
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DETAIL ON SHEET CS515
SEE GENERATOR FOUNDATION
DETAIL ON SHEET CS514
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ELECTRICAL YARD
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STA 10+50.00 TO 11+50.00
CS509
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I.E. 6257.00
STA 13+15.67
I.E. 6257.00
SEE PROFILE 1
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ON SHEET CS509
CS510
CS510
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NOTE 1
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EDGE EXPANSION JOINT, SEE DETAIL 1, SHEET CS512
CONTRACTION JOINT, SEE DETAIL 2, SHEET CS512
CONSTRUCTION JOINT, SEE DETAIL 3, SHEET CS512
HMA TO PCC JOINT, SEE DETAIL 4, SHEET CS512
PCC ROADWAY PAVEMENT, SEE DETAIL 3, SHEET CS501.
REINFORMENT SHOWN ON SHEET CS513.
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F F
F F
F F
F F
F F
F F
F F
F F
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
F F F F F F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
F
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SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES
ES ES ES ES ES ES ES
ES
ES
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ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
LOADING
DOCK
LOADING DOCK DRIVEWAY
CSOF LOADING DOCK DRIVEWAY
RETAINING WALL
STA 10+00.00
SEE PROFILE 2 ON CG201
TRENCH DRAIN
BO FTG
6249'-10"
LOADING DOCK
SH
-G
LE
N
-3
1- C
S4
.D W
G
CS403
C
IV
IL
SI
TE
EN
LA
R
G
ED
PL
AN
-S H
EE
T
CS511
CS509
CS511
CS511
FUTURE
GENERATOR
LOCATION
CS511
(SIM)
CS511
CS511
(SIM)4
CS511
KEYNOTES:
EDGE EXPANSION JOINT, SEE DETAIL 1, SHEET CS512
CONTRACTION JOINT, SEE DETAIL 2, SHEET CS512
CONSTRUCTION JOINT, SEE DETAIL 3, SHEET CS512
HMA TO PCC JOINT, SEE DETAIL 4, SHEET CS512
PCC ROADWAY PAVEMENT, SEE DETAIL 3, SHEET CS501.
REINFORMENT SHOWN ON SHEET CS513.
BO FTG
6254'-4"
BO FTG
6253'-7"
CS509
9' -6
9'
-6
32'-3"32'-3"
C FOUNDATION / ENCLOSUREL
(8) ADHESIVE ANCHORS.
COORDINATE SIZE AND
LOCATION WITH FINAL VENDER
DRAWINGS. MIN 6" EMBEDMENT
#8 T&B , EW @ 10" OC
W/ 22" HOOK AT ENDS
(2) #5 CONTINUOUS
AROUND PERIMETER
TOC EL 6257'-3"
3' -6
PROPERLY COMPACT
SUBGRADE IN
ACCORDANCE WITH
SPEC SECTION 31 00 00
1" EXP JOINT
MATERIAL
S
LO
P E
:1 /8
1'
-0
MAIN
FOUNDATION
#4 , EW @ 12" OC ,
CENTERED IN SLAB
6"
C LANDING / DOOR
3'-6"3'-6"
EDGE OF MAIN
FOUNDATION
5' -0
PROPERLY COMPACT
SUBGRADE IN
ACCORDANCE WITH
SPEC SECTION 31 00 00
L
1" EXP JOINT
MATERIALS
LO
P
E :1
/8
1' -0
C LANDING / DOOR
2'-6"2'-6"
EDGE OF MAIN
FOUNDATION
5' -0
L
SH
-G
LE
N
-3
1- C
S5
.D W
G
CS514
C
IV
IL
SI
TE
D
ET
AI
LS
-S
H
EE
T
1. REFER TO GENERAL STRUCTURAL NOTES
FOR CONCRETE FOR ADDITIONAL
INFORMATION AND REQUIREMENTS.
2. ORIENTATION OF GENERATOR
FOUNDATION VARIES. REFER TO DRAWING
CS101 AND CS401 FOR ORIENTATION.
NOTES:
CS514
(NOTE: LANDING NOT SHOWN, FIELD LOCATE)
1/2" = 1'-0"2 SECTION
SCALE:
1/2" = 1'-0"3 DETAIL
SCALE:
1/2" = 1'-0"4 SECTION
SCALE:
CS514
(TYPICAL LANDING @ DOUBLE DOOR)
1/2" = 1'-0"5 DETAIL
SCALE:
CS514
(TYPICAL LANDING @ SINGLE DOOR)
1 GENERATOR FOUNDATION PLAN
SCALE: 3/8" = 1'-0"
S
LO
PE
S
LO
PE
SLOPE
SLOPE
SLOPE
6256'-9 1/2"
6256'-10"
6256'-10"
6257'-9"6257'-3"
6257'-9"
6"
(TYP)
5' -0
TY
P) 5'
-0
TY
P)
6"
(TYP)
6"
(TYP)
'-1
'-1
10'-0" 10'-0" C
P
ED
ES
TA
LS
/T
AN
K
C
FO
U N
D
AT
IO
N
C P
ED
ES
TA
LS
/T
AN
K
C FOUNDATION
'-6
'-6
17'-3"17'-3"
6257'-3"
L
L L
L
1' -0
1'
-0
6'-4" 20'-4"
PUMP PUMP PUMPPUMP
6257'-9"
6257'-9"
3'-0"
(TYP)
1' -0
E
M B
ED
M
EN
T
#4@10" EF, W/ STD HOOKTOC EL 6257'-9"
#4 TIE
#4 TIE AROUND ANCHORS
ONLY
PROPERLY COMPACT
SUBGRADE IN ACCORDANCE
TO SPEC SECTION 31 00 00
#8 T&B , EW @ 10" OC
W/ 22" HOOK AT ENDS
(2) #5 CONTINUOUS
AROUND PERIMETER
#4@10"
#4 CENTERED, CONTINUOUS
AROUND PERIMETER
TOC EL 6257'-9"
5"6" 3'
-6
1. REFER TO GENERAL STRUCTURAL NOTES FOR
CONCRETE FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
2. FOR LOCATION SEE SHEETS CS101, CS102 AND CS401.
NOTES:
SH
-G
LE
N
-3
1- C
S5
.D W
G
CS515
C
IV
IL
SI
TE
D
ET
AI
LS
-S
H
EE
T
CS515
SCALE:
SECTION2 1/2" = 1'-0"
2" LOCKABLE
BALL VALVE
(4) ADHESIVE ANCHORS.
COORDINATE SIZE AND
LOCATION WITH FINAL
VENDOR DRAWINGS MIN
1'-3" EMBEDMENT (TYP)
2" DIA STEEL PIPE
NOTE: DRAIN PIPE SHALL BE 316 STAINLESS
STEEL. LOCKABLE BALL VALVE SHALL BE
FULL-PORT 316 STAINLESS STEEL.
2" LOCKABLE
BALL VALVE
PRECAST CONCRETE
SPLASH BLOCK
1' -0
NITRILE WATERSTOP
W/ SS CLAMP
SCALE:
DETAIL3 NO SCALE SCALE:
SECTION4 NO SCALE
1'-0"
PLAN NORTH
3" 3"
3" 3"
3/16
5/8" Ø HOLES FOR 1/2" EXPANSION ANCHORS
BASIS OF DESIGN: HILTI KWIK BOLT TZ, 5 1/2 " LONG
SECTION PIPE SUPPORT ELEVATION
PL 3/8"X9"X9" 1 1/2"
1/
2"
1'-6"
7 1/2"
1/ 2"
3/16
L 3"X3"X1/4"
L 3"X3"X1/4"
3' -0
"M
AX
1" G
R O
U T
CS515
5 6
CS515
SEE DETAIL
3/CS515
PUMP PEDESTAL
TOC EL 6257'-9"
SCALE: NO SCALE SCALE: NO SCALE
CL
CL
(NOTE: FIELD LOCATE IN ACCORDANCE WITH
MECHANICAL PIPE SUPPORT DRAWINGS)5 SCALE:
FUEL STORAGE TANK FOUNDATION PLAN
10+00 11+00 12+00 12+47.13
12+00
+0
+6
10+00 11+00 11+53
5+00 6+00 7+00 8+00
4+
5+
6+
7+
L1
L5
L6
L7
L100
L1
C10
C09
C011
D01
D02
D03
R01
0 13+00 14+00 15+00 16+00
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F F
F F
F F
F F
F F
F F
F F
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W W
W W
W W
W W
W W
W W
W W
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20+00 21+00
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11+00
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3.
+0
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7.
12+00 13+00 14+00 15+00 15+71.81
+0
7.
+0
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+0
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3.
EMH-B
ES ES ES
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MHA-032
MHP-136
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SAN
SAN
SAN
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C O
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C O
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C O
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C O
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C O
M M
C O
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C O
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C O
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C O
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C O
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C O
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C O
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FO
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FO
S
FO
S
FO
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FO
S
FO
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FO
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FO
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FO
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FO
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FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
S
FO
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E
RIM EL: 6257.00
12" INV (E): 6251.80
SH
-G
LE
N
-3
1- C
G
1.
D
W G
CG101
C
IV
IL
G
R
AD
IN
G
PL
AN
-S H
EE
T
M
AT
C H
LI
N
E -C
G
MATCHLINE - CG103
STORM DRAIN RCP, 12 INCH
STORM DRAIN RCP, 18 INCH
STORM DRAIN RCP END SECTION, CDOT M-603-10,
SEE DETAIL ON SHEET CG501
STORM DRAIN INLET, TYPE C, CDOT M-604-10,
SEE DETAIL ON SHEET CG501
TRENCH DRAIN AND GRATE,
SEE DETAIL 5, SHEET CS511
TRENCH DRAIN OUTLET PIPE, 6 INCH
SINGLE CLEANOUT, ROOF DRAIN,
SEE DETAIL 1, SHEET CU503
ROOF DRAIN PIPE, 6 INCH
KEYNOTES:
TRENCH DRAIN RIM
EL: 6253.60
6" INV (N): 6252.60
EL: 6260.90
EL: 6260.25
S/W EL: 6261.60
RIM EL: 6258.50
12" INV (W): 6251.50
12" INV (E): 6251.50
6" INV (S): 6251.50
RIM EL: 6252.90
12" INV (W):6250.50
18" INV (S): 6250.40
18" INV (N): 6250.00
18" INV (S): 6248.30
6" INV (W): 6248.10
18" INV (N): 6248.10
6" INV (E): 6253.83 EL: 6248.00
LOADING DOCK
EL: 6258.00
LOADING DOCK
DRIVEWAY
EL: 6254.00
EL: 6257.76
CSOF STRM LINE A
CSOF STRM LINE B
CSOF LOADING DOCK RETAINING WALL
CSOF LOADING DOCK DRIVEWAY
CSOF STRM LINE C
CSOF ROOF DRAIN LINE A
EL: 6257.00
EL: 6254.50
EL: 6254.30 EL: 6251.80
EL: 6251.70
EL
EV
AT
IO
N
ELEVATIO
N
STATION
9+50 10+00 11+00 12+00 13+00 13+50
9+50
.1
.2
10+00
.6
.9
.5
.4
.7
.5
11+00
.1
.0
.9
.1
.7
.2
.9
.7
12+00
.4
.3
.8
.6
.3
.3
.2
.3
13+00 13+50
18" STRM PIPE 03
S = 0.39% L = 103.5'
12" STRM PIPE 01
S = 0.64% L = 46.7'
STRM CB 01
STA: 10+00
INV. OUT: 6251.80
STRM CB 02
STA: 10+46.67
INV. IN: 6251.50
INV. IN: 6251.50
INV. OUT: 6251.50
STRM CB 03
STA: 12+08.98
INV. IN: 6250.50
INV. OUT: 6250.40
STRM FES 01
STA: 13+12.51
INV. IN: 6250.00
12" STRM PIPE 02
S = 0.62% L = 162.3'
ELECTRICAL YARD
WALL
PROPOSED SURFACE
EXISTING SURFACE
SH
-G
LE
N
-3
1- C
G
2.
D
W G
CG202
C
IV
IL
G
R
AD
IN
G
PR
O
FI
LE
S -S
H
EE
T
1 CIVIL GRADING PROFILE - CSOF STORM LINE A
SCALE: 1"=20'
KEPLER
AVE
IRWIN
AVE
EXISTING
SURFACE
EL
EV
AT
IO
N
ELEVATIO
N
STATION
STATION
PROFILE: CSOF XSEC S-N 1
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
19+00
.0
20+00
.0
.9
.7
.7
.4
21+00
.6
.9
.6
.3
.3
.7
.1
.6
22+00
.5
.6
.7
.6
.2
.6
.1
.6
23+00
.2
.6
.2
.6
.2
.6
.2
.6
24+00
.2
.6
.4
.6
.6
.6
.7
.5
25+00
.5
.5
.9
.5
.1
.5
.5
.7
26+00
.1
.0
.3
.2
.0
27+00 28+00
KEPLER
AVE
IRWIN
AVE
EXISTING
SURFACE
EL
EV
AT
IO
N
ELEVATIO
N
STATION
STATION
PROFILE: CSOF XSEC S-N 2
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
19+00
.5
20+00
.4
.9
.5
.2
.5
21+00
.4
.1
.1
.9
.3
.0
.6
.0
22+00
.8
.0
.8
.0
.9
.0
.2
.0
23+00
.4
.0
.1
.0
.4
.0
.7
.0
24+00
.5
.0
.9
.0
.1
.0
.9
.0
25+00
.3
.0
.6
.6
.0
.9
.9
.8
26+00
.0
.0
.1
.4
.2
.0
27+00 28+00
CSOF
FFE: 6258.00
LOADING DOCK
FFE: 6258.00
ELECTRICAL YARD
TOW: 6267.00
IRWIN
AVE
KEPLER
AVE
EXISTING
SURFACE
EL
EV
AT
IO
N
ELEVATIO
N
STATION
STATION
PROFILE: CSOF XSEC S-N 3
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
19+00
.6
20+00
.1
.3
.0
.2
.1
21+00
.7
.9
.4
.9
.6
.7
.6
.1
22+00
.6
.5
.6
.9
.4
.3
.3
.6
23+00
.6
.6
.6
.6
.2
.6
.6
.6
24+00
.6
.6
.8
.6
.1
.6
.9
.6
25+00
.1
.2
.1
.6
.9
.5
.0
.1
26+00
.9
.2
.4
.1
.9
.4
27+00 28+00
SH
-G
LE
N
-3
1- C
G
1.
D
W G
CG301
C
IV
IL
SI
TE
G
R
AD
IN
G
SE
C
TI
O
N S
AT
IO
N
STATION
9+75 10+00 11+00 11+75
ELEVATIO
N
9+75
.9
.0
10+00
.8
.8
.8
.1
.5
.0
11+00
.5
.5
11+75
EXISTING SURFACE
SEE FIRE PLANS
FOR CONTINUATION
LOADING DOCK
DRIVEWAY WALL
EL. 6253.11
8" WATR PIPE 02
S = 100.00% L = 5.2'
8" WATR PIPE 06
S = 0.00% L = 4.5'
TEE 01 8X8X8
STA: 11+41.56
8" WATR PIPE 03
S = 0.00% L = 108.8'
8" WATR PIPE 04
S = 0.00% L = 7.3'
VERT BEND 02
STA: 10+13.20
VERT BEND 01
STA: 10+08.00
PIV 01
STA: 11+21.97
8" WATR PIPE 01
S = 0.00% L = 8.0'
VERT BEND 03
STA: 11+29.23
8" WATR PIPE 05
S = 100.00% L = 7.8'
VERT BEND 04
STA: 11+37.03
STRM
PROPOSED SURFACE
EX ELEC
EX COMMELEC
EX FO
EX 8" WATER
EX ELEC
NGAS
5' M
IN
C
O
VE
R
EL
EV
AT
IO
N
STATION
19+75 20+00 21+00 21+75
PROPOSED SURFACE
19+75
.3
.0
20+00
.1
.9
.1
.2
.6
.7
21+00
.8
.8
21+75
EXISTING SURFACE
STRM
SEE PLUMBING PLANS
FOR CONTINUATION
LOADING DOCK
DRIVEWAY WALL
EL. 6253.30
4" WATR PIPE 01
S = 0.00% L = 8.0'
VERT BEND 01
STA: 20+08.00
4" WATR PIPE 02
S = 100.00% L = 5.5'
VERT BEND 02
STA: 20+13.53
4" WATR PIPE 03
S = 0.00% L = 107.7'
VERT BEND 030
STA: 21+29.13
4" WATR PIPE 05
S = 0.10% L = 7.8'
4" WATR PIPE 06
S = 0.00% L = 4.9'
TEE 01 8X8X4
STA: 21+41.85
WV 01 4 INCH
STA: 21+36.93
EX COMM
ELEC
EX FO
4" W
AT
R
PI
PE
S
0 .
L
7.
9'
VERT BEND 03
STA: 21+21.24
EX 8" WATER
EX ELEC
EX ELEC
NGAS
5' M
IN
C
O
VE
R
SH
-G
LE
N
-3
1- C
U
3.
D
W G
CU203
C
IV
IL
U
TI
LI
TY
PR
O
FI
LE
-S
H
EE
T
2 CIVIL UTILITY PROFILE - CSOF FIRE LINE A
SCALE: 1"=20'1 CIVIL UTILITY PROFILE - CSOF WATER LINE B
AT
IO
N
STATION
19+75 20+00 21+00 21+75
19+75
.8
.0
20+00
.7
.8
.7
.2
.3
.0
21+00
.4
.3
21+75
EXISTING SURFACE
SEE FIRE PLANS
FOR CONTINUATION
LOADING DOCK
DRIVEWAY WALL
EL. 6253.00
STRM
VERT BEND 04
STA: 21+37.45
4" WATR PIPE 05
S = 0.00% L = 10.0'
4" WATR PIPE 04
S = 100.00% L = 9.2'
FDC
STA: 21+47.45
EX ELEC
EX 8" WATR
4" WATR PIPE 01
S = 0.00% L = 8.0'
VERT BEND 01
STA: 20+08.00
4" WATR PIPE 02
S = 100.00% L = 5.2'
4" WATR PIPE 03
S = 0.00% L = 115.0'
VERT BEND 02
STA: 20+13.20
VERT BEND 03
STA: 21+28.25
PROPOSED SURFACE
EX COMM
ELEC EX FO
EX ELEC
NGAS
5' M
IN
C
O
VE
R
ELEVATIO
N
EL
EV
AT
IO
N
ELEVATIO
N
STATION
29+75 30+00 31+00 31+75
29+75
.4
.0
30+00
.8
.0
.3
.0
.6
.0
.7
.0
31+00
.9
.0
.0
.0
31+75
4" WATR PIPE 01
S = 0.00% L = 5.2'
4" WATR PIPE 06
S = 0.00% L = 5.0'
LOADING DOCK
SEE FIRE PLANS
FOR CONTINUATION
EXISTING SURFACE
PROPOSED SURFACE
ELECTRICAL YARD
WALL
EL. 6252.99
EL. 6253.04
SEE FIRE PLANS
FOR CONTINUATION
HORZ BEND 01
STA: 31+46.12
4" WATR PIPE 02
S = 0.00% L = 10.0'
VERT BEND 01
STA: 31+36.12
4" WATR PIPE 03
S = 100.00% L = 5.5'
VERT BEND 02
STA: 31+30.62
4" WATR PIPE 04
S = 0.00% L = 120.1'
VERT BEND 03
STA: 30+10.50
4" WATR PIPE 05
S = 100.00% L = 5.5'
VERT BEND 04
STA: 30+05.00
ELEC
ELEC ELEC
ELEC
ELEC
5' M
IN
C
O
VE
R
SH
-G
LE
N
-3
1- C
U
4.
D
W G
CU204
C
IV
IL
U
TI
LI
TY
PR
O
FI
LE
S
-S H
EE
T
2 CIVIL UTILITY PROFILE - CSOF FIRE LINE C
SCALE: 1"=20'1 CIVIL UTILITY PROFILE - CSOF FIRE LINE B
AT
IO
N
ELEVATIO
N
STATION
29+00 30+00 31+00 32+00 33+00
29+00
.9
.9
30+00
.0
.0
.3
.3
.2
.2
.3
.3
31+00
.7
.7
32+00 33+00
4" SSWR PIPE 05
S = 0.99% L = 49.6'
8" SSWR PIPE 07
S = 1.00% L = 89.8'
4" SSWR PIPE 06
S = 1.05% L = 10.0'
GT TANK
STA: 30+49.62
RIM: 6254.85
INV. IN: 6248.38
INV. OUT: 6248.37
SSCO 04
STA: 30+00
RIM: 6257.93
INV. OUT: 6248.87
SSMH 03
STA: 31+49.44
RIM: 6259.05
INV. IN: 6247.20
INV. IN: 6247.20
INV. OUT: 6247.10
EX ELEC
EX COMM
EX FO
EX ELEC
NGAS
ELEC
STRM
EXISTING SURFACE
PROPOSED SURFACE
REDUCER
STA: 30+59.62
RIM: 6248.82
INV. IN: 6248.26
INV. OUT: 6248.10
LOADING DOCK
DRIVEWAY WALL
EX 8" WATR
SH
-G
LE
N
-3
1- C
U
6.
D
W G
CU206
C
IV
IL
U
TI
LI
TY
PR
O
FI
LE
S
-S H
EE
T
1 CIVIL UTILITY PROFILE - CSOF SEWER LINE C
5'-2"
4' -4
4" SSWR PIPE
INV INLET: 6248.38
INLET
4' -3
FLOW FROM
CSOF BLDG
~10 GPM
(MAX)
5' -4
4" SSWR PIPE
INV OUTLET: 6248.37
4" X 8" REDUCER
TO EXISTING
SANITARY
SEWER SYSTEMOUTLET
8'-0" X 4'-0" REINFORCED PCC
EQUIPMENT PAD PAVEMENT
SECTION, SEE DETAIL 4/CS501
INSPECTION PORTACCESSWAY FRAME
AND COVER
RIM ELEV: 6254.85
3" VENT
INSPECTION PORT
2'-0" MIN
ACCESSWAY
RISER
3" VENT
INSPECTION PORT
3" VENT
INSPECTION PORT
3" VENT
FLOW
DISTRIBUTOR
BAFFLE
8" SSWR PIPE
300 GALLON
FIBERGLASS
GREASE
INTERCEPTOR
SH
-G
LE
N
-3
1- C
U
6.
D
W G
CU506
C
IV
IL
U
TI
LI
TY
D
ET
AI
LS
-S
H
EE
T
1 GREASE INTERCEPTOR (300 GAL) DETAIL
SCALE: NTS
WATER APPURTENANCE DATA TABLE: CSOF FIRE LINE C
STR. NO.
HORZ BEND 01
VERT BEND 01
VERT BEND 02
VERT BEND 03
VERT BEND 04
STATION
31+46.12
31+36.12
31+30.62
30+10.50
30+05.00
OFFSET
0.00'
0.00'
0.00'
0.00'
0.00'
NORTHING
1354584.42
1354584.42
1354584.42
1354584.42
1354584.42
EASTING
3279411.21
3279401.21
3279395.71
3279275.59
3279270.09
INV ELEV
6253.00 6253.00
6253.00 6253.00
6247.50 6247.50
6247.50 6247.50
6253.00 6253.00
WATER APPURTENANCE DATA TABLE: CSOF FIRE LINE A
STR. NO.
PIV 01
TEE 01 8X8X8
VERT BEND 01
VERT BEND 02
VERT BEND 03
VERT BEND 04
STATION
11+21.97
11+41.56
10+08.00
10+13.20
11+29.23
11+37.03
OFFSET
0.00'
0.00'
0.00'
0.00'
0.00' L
0.00' L
NORTHING
1354701.23
1354720.82
1354587.26
1354592.46
1354708.49
1354716.29
EASTING
3279412.76
3279412.76
3279412.76
3279412.76
3279412.76
3279412.75
INV ELEV
6247.80 6247.80
6255.60
6253.00 6253.00
6247.80 6247.80
6247.80 6247.80
6255.60 6255.60
WATER APPURTENANCE DATA TABLE: CSOF FIRE LINE B
STR. NO.
FDC
VERT BEND 01
VERT BEND 02
VERT BEND 03
VERT BEND 04
STATION
21+47.45
20+08.00
20+13.20
21+28.25
21+37.45
OFFSET
0.00'
0.00'
0.00'
0.00'
0.00'
NORTHING
1354726.70
1354587.26
1354592.46
1354707.50
1354716.70
EASTING
3279415.01
3279415.01
3279415.01
3279415.01
3279415.01
INV ELEV
6257.00
6253.00 6253.00
6247.80 6247.80
6247.80 6247.80
6257.00 6257.00
SANITARY SEWER STRUCTURE TABLE: CSOF SEWER LINE A & B
STR. NO.
SSCO 01
SSCO 02
SSCO 03
SSMH 01
SSMH 02
STATION
10+00.00
10+07.00
11+23.99
11+23.99
14+39.38
RIM ELEV
6257.87
6257.90
6257.80
6257.81
6249.34
INV IN ELEV
SSWR PIPE 01: 6243.50
SSWR PIPE 04: 6243.50
SSWR PIPE 02: 6241.65
SSWR PIPE 03: 6235.30
INV OUT ELEV
SSWR PIPE 01: 6243.67
SSWR PIPE 02: 6243.40
SSWR PIPE 04: 6243.67
SSWR PIPE 03: 6241.54
NORTHING
1354247.26
1354240.26
1354247.26
1354240.26
1354240.26
EASTING
3279235.00
3279235.00
3279351.99
3279351.99
3279667.38
SANITARY SEWER PIPE TABLE: CSOF SEWER LINE A & B
PIPE NO.
SSWR PIPE 01
SSWR PIPE 02
SSWR PIPE 03
SSWR PIPE 04
TYPE
6" PVC
8" PVC
8" PVC
6" PVC
LENGTH
7.00'
116.99'
315.39'
7.00'
D.S. INV
6243.67
6243.40
6241.54
6243.67
U.S. INV
6243.50
6241.65
6235.30
6243.50
SLOPE
(FT/FT)
2.43%
1.50%
1.98%
2.43%
WATER PIPE TABLE: CSOF FIRE LINE C
PIPE NO.
WATR PIPE 01
WATR PIPE 02
WATR PIPE 03
WATR PIPE 04
WATR PIPE 05
WATR PIPE 06
TYPE
4"
4"
4"
4"
4"
4"
LENGTH
5.17'
10.00'
5.50'
120.12'
5.50'
5.00'
D.S. INV
6253.00
6253.00
6253.00
6247.50
6253.00
6253.00
U.S. INV
6253.00
6253.00
6247.50
6247.50
6247.50
6253.00
SLOPE
(FT/FT)
0.00%
0.00%
100.00%
0.00%
100.00%
0.00%
WATER PIPE TABLE: CSOF FIRE LINE A
PIPE NO.
WATR PIPE 01
WATR PIPE 02
WATR PIPE 03
WATR PIPE 04
WATR PIPE 05
WATR PIPE 06
TYPE
8"
8"
8"
8"
8"
8"
LENGTH
8.00'
5.20'
108.77'
7.26'
7.80'
4.53'
D.S. INV
6253.00
6247.80
6247.80
6247.80
6247.80
6255.60
U.S. INV
6253.00
6253.00
6247.80
6247.80
6255.60
6255.60
SLOPE
(FT/FT)
0.00%
100.00%
0.00%
0.00%
-100.00%
0.00%
WATER PIPE TABLE: CSOF FIRE LINE B
PIPE NO.
WATR PIPE 01
WATR PIPE 02
WATR PIPE 03
WATR PIPE 04
WATR PIPE 05
TYPE
4"
4"
4"
4"
4"
LENGTH
8.00'
5.20'
115.05'
9.20'
10.00'
D.S. INV
6253.00
6247.80
6247.80
6257.00
6257.00
U.S. INV
6253.00
6253.00
6247.80
6247.80
6257.00
SLOPE
(FT/FT)
0.00%
-100.00%
0.00%
100.00%
0.00%
SANITARY SEWER STRUCTURE TABLE: CSOF SEWER LINE C
STR. NO.
SSCO 04
GT TANK
REDUCER
SSMH 03
STATION
30+00.00
30+49.62
30+59.62
31+49.44
RIM ELEV
6257.93
6254.85
6248.82
6259.05
INV IN ELEV
SSWR PIPE 05: 6248.38
SSWR PIPE 06: 6248.26
SSWR PIPE 07: 6247.20
INV OUT ELEV
SSWR PIPE 05: 6248.87
SSWR PIPE 06: 6248.37
SSWR PIPE 07: 6248.10
NORTHING
1354579.26
1354628.88
1354638.88
1354728.70
EASTING
3279464.09
3279464.09
3279464.09
3279464.09
SANITARY SEWER PIPE TABLE: CSOF SEWER LINE C
PIPE NO.
SSWR PIPE 05
SSWR PIPE 06
SSWR PIPE 07
TYPE
4" PVC
4" PVC
8" PVC
LENGTH
49.62'
10.00'
89.82'
D.S. INV
6248.87
6248.37
6248.10
U.S. INV
6248.38
6248.26
6247.20
SLOPE
(FT/FT)
0.99%
1.05%
1.00%
SH
-G
LE
N
-3
1- C
U
3.
D
W G
CU603
C
IV
IL
U
TI
LI
TY
ST
R U
C
TU
R E
AN
D
PI
PE
D
AT
A
TA
BL
ES
HORIZONTAL DATUM: NAD83 COLORADO STATE PLANE,
CENTRAL ZONE, US SURVEY FOOT
VERTICAL DATUM: NAVD88
GROUND TO GRID SCALE FACTOR: 0.99965394944
GRID TO GROUND SCALE FACTOR: 1.0003461704
COORDINATES LISTED ARE GROUND
NOTES:
10.5 2 3
G
H
G.5
I
J
G.7
2.3 3.6
10' - 0" 18' - 0" 8' - 7" 11' - 5" 12' - 0" 8' - 0" 20' - 0" 8' - 0" 14' - 3"
0" T
O
G R
ID
F
4'
7'
3.21.7
G.3
3'
" 1'
3'
BF
BF
BF
B F
B F
T.O.C. MAT FOUNDATION
SEE PLAN NOTE 1.
T.O.C. EL. = 91' - 11 1/2"
3' - 0" 1' - 0"
10' - 0" 1' - 0"
3' - 0"
16' - 1 1/2" 7' - 5" 14' - 10"
P2A / F10A /
P1A / 98' - 6"
P19 /
F16A /
F19A /
P1A / 98' - 6" 98' - 6"P2A /
P4 /
F21A /
98' - 6"P3 /
F21B /
P5 / P5 / P5 /
96' - 6"P14 / P6 / 96' - 6"P7 /98' - 6"
P13 /
F13A / 96' - 0"
96' - 6"
96' - 6"
96' - 6"
96' - 6"
98' - 6"
F12 / 96' - 0" P7 /P7 /
S-500
S-500
S-500
S-500
99' - 0"
98' - 6"98' - 6" 98' - 6"
96' - 6"P21 / P28 /
97' - 6"P13 /
10" 10"
SEE PLAN
NOTE 2.
98' - 6"
98' - 6"P1 /
96' - 6" 96' - 6"
97' - 6"
96' - 6"P6 /
98' - 6"P1 /
F13B / 96' - 6"
S-500 2' - 2"
1"
1'
96' - 6"
S-500
4"
S-501
5' - 0" 38' - 0"
S-400
2'
96' - 6"
BF
S-503
S-501
S-500
T.O.F.
EL. = 96' - 6"
T.O.F.
EL. = 96' - 0" 3
S-502
S-502
1.5
F8A /
P1A / 98' - 6"
96' - 6"
2.5
F8A /
P1A / 98' - 6"
96' - 6"
I.6
I.2
F11 / 98' - 6"
S-501
8' - 0" 5' - 0"
8' - 6" 7' - 6"
5' - 3" 4' - 9"
4'
5'
3'
5'
5' - 6" 5' - 6"
5'
5'
T.O.F.
EL. = 94' - 6"
S-500
8' - 9" 4' - 3"
7'
7'
8' - 0" 8' - 0"
5'
8'
3'
5'
#7 A
T
O
.C . T
B
P2 /98' - 6"
SIM.
SIM.
#7 A
T
0" O
.C . B
O T
#6 A
T
O
.C . T
O P
8'
5'
SEE PLAN
NOTE 3.
P10 / 98' - 6"
3'
S-504
SIM.
S-504
AT O.H.
DOORS
SEE PLAN
NOTE 4
S-504
#7 AT 10" O.C. BOT.
#6 AT 6" O.C. TOP
8' - 3"
GENERAL NOTES:
1. REFERENCE ELEVATION 100' - 0" = 6258.00' U.S.G.S. ACTUAL ELEVATION.
2. SEE S-600 SERIES DRAWINGS FOR FOUNDATION SCHEDULES.
3. FOOTINGS ARE CENTERED ON STEEL COLUMNS U.N.O.
LEGEND:
PEDESTAL MARK/T.O.P. EL. (IF APPLICABLE)
FOOTING MARK/T.O.F. EL. (IF APPLICABLE)
INDICATES BRACED FRAME
INDICATES DIRECTION OF OUTER LAYER REINFORCING BARS IN
FOUNDATION. SEE FOOTING SCHEDULE AND DETAILS FOR
ADDITIONAL INFORMATION
BF
US Army Corps of Engineers ®
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
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PLAN NORTH
1/8" = 1'-0"1
FOUNDATION PLAN - SECTOR 1
17' - 9" TO
GRID 4
SCALE IN FEET - 1/8" = 1'-0"
8' 4' 0' 8' 24'16'
PLAN NOTES:
1. 2' - 4" THICK CONCRETE MAT FOUNDATION REINFORCED WITH #7 AT
12" O.C. E.W. BOTTOM AND #5 AT 6" O.C. E.W. TOP (TYP. U.N.O.) OVER
WATERPROOFING OVER COMPACTED SUBGRADE.
2. METAL STAIR SYSTEM SEE ARCHITECTURAL SHEETS AND
SPECIFICATIONS FOR STAIR LAYOUT, DETAILS AND ADDITIONAL
REQUIREMENTS.
3. SITE RETAINING WALL SUPPORTED BY FOOTING. SEE CIVIL
DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE VERTICAL 30#
FELT ISOLATION JOINT BETWEEN SOUTH END OF SITE RETAINING
WALL AND BUILDING FOUNDATION WALL.
4. PRECAST CONCRETE MANHOLE. SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
A
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I
EL. = 100' - 0"
1ST FLOOR T.O.C.
T.O.F.
EL. = 96' - 6"
1' - 9" 1' - 3"
3' - 0"
GRID
CONCRETE SLAB-ON-GRADE,
SEE PLAN
PRECAST CONCRETE
INSULATED WALL
PANEL
4' - 3"
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
NOTE:
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
1'
2'
1'
T.O. WALL
EL. = 98' - 6"
1' - 2" 1' - 11" 1' - 2"
4'
0.5
EL. = 100' - 0"
1ST FLOOR T.O.C.
GRID
1' - 9" 1' - 3"
3' - 0"
1' - 2" 1' - 11" 1' - 2"
CONCRETE
SLAB-ON-GRADE,
SEE PLAN
PRECAST CONCRETE
INSULATED WALL PANEL,
SEE ARCH. DRAWINGS
#4 U-BARS AT 12" O.C.
#5 AT 12" O.C. E.F. (SEE
NOTE 2)
(3) - #5 CONT. E.F.
(4) - #5 CONT.
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
CONNECTION AND ADDITIONAL
REINF. REQUIRED BY PRECAST
MANUF., SHIM AND GROUT AS
REQUIRED
RAISED ACCESS FLOOR SYSTEM
(WHERE APPLICABLE) SEE ARCH.
DRAWINGS
NOTE:
1. ALL PRECAST CONNECTION COMPONENTS AND DESIGN ARE BY THE PRECAST MANUF. THIS IS A SUGGESTED DETAIL
THAT SHOWS INTENT AND MAY BE MODIFIED BY THE PRECAST MANUF.
2. AT SIM. CONDITIONS ADJACENT TO IUC FOUNDATION WALLS, THESE BARS ARE CLOSED STIRRUPS, SEE APPROPRIATE
SECTIONS.
INSULATION, SEE
ARCH.
INSULATION,
SEE ARCH.
T.O. WALL
EL. = 98' - 6"
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
T.O.C.
EL. = 97' - 6"
1'
1'
1'
1'
3' - 0"
COMPACTED SUBGRADE
4' - 3"
INTERIOR PARTITION IF REQUIRED,
SEE ARCHITECTURAL
FULLY GROUT PACK JOINT
BETWEEN PRECAST PANEL
AND CONCRETE WALL
M
IN
8"
5'
T.O.F.
EL. = 96' - 0" 6
EL. = 100' - 0"
1ST FLOOR T.O.C.
8" 1'
5'
CONCRETE
SLAB-ON-GRADE,
SEE PLAN
(4) - #4 CONT.
#4 AT 12" O.C.
1' - 2" 8" 1' - 2"
3' - 0"
ROUGHEN SURFACE TO 1/4"
AMPLITUDE (TYP. TOP AND
BOTTOM)
#4 AT 18" O.C. TOP
AND BOTTOM
(3) - #4 CONT. TOP
AND BOTTOM
CONCRETE
SLAB-ON- GRADE,
SEE PLAN
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
RAISED ACCESS FLOOR
SYSTEM (WHERE APPLICABLE)
SEE ARCH. DRAWINGS
T.O.F.
EL. = 96' - 0"
NOTE:
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
EL. = 100' - 0"
1ST FLOOR T.O.C.
5'
CONCRETE SLAB-ON-GRADE,
SEE PLAN
(4) - #4 CONT.
#4 AT 12" O.C.
8" 8" 1' - 4"
2' - 8"
ROUGHEN SURFACE TO 1/4"
AMPLITUDE
#4 AT 12" O.C. TOP
AND BOTTOM
(3) - #4 CONT. TOP
AND BOTTOM
CONCRETE
SLAB-ON- GRADE,
SEE PLAN
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP, TYP.
RAISED ACCESS FLOOR
SYSTEM (WHERE APPLICABLE)
SEE ARCH. DRAWINGS
8" CMU WALL SEE PLAN
VERTICAL REINFORCING, SEE
GENERAL STRUCTURAL NOTES
DOWEL SIZE AND LOCATION TO
MATCH VERTICAL REINFORCEMENT
SEE GENERAL STRUCTURAL NOTES
T.O.F.
EL. = 96' - 0"
NOTE:
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
2'
1'
1'
T.O.C.
EL. = 97' - 6"
EL. = 100' - 0"
1ST FLOOR T.O.C.
3.2
1' - 9" 1' - 3"
GRID
CONCRETE SLAB-ON-GRADE,
SEE PLAN
PRECAST CONCRETE
INSULATED WALL
PANEL
(4) - #5 CONT.
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
T.O. WALL
EL. = 98' - 6"
T.O.F.
EL. = 94' - 6"
3' - 0"
#4 U-BARS AT 12" O.C.
(5) - #5 CONT. E.F.
#6 AT 12" O.C. E.F.
NOTES:
1. SEE SECTION 1/S-500 FOR ADDITIONAL INFORMATION.
2. COORDINATE LOCATIONS OF UTILITY PENETRATIONS THRU CONCRETE WALL WITH ALL DISCIPLINES.
SEE TYPICAL CONCRETE WALL OPENING REINFORCEMENT DETAILS FOR ADDITIONAL REINFORCING
EQUIREMENTS.
1' - 2" 1' - 11" 1' - 2"
4' - 3"
1'
4'
1'
6'
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SCALE IN FEET - 3/4" = 1'-0"
12" 6" 0' 1' 3'2'
3/4" = 1'-0"S-500
2 SECTION
1" = 1'-0"S-500
1 SECTION
3/4" = 1'-0"S-500
3 SECTION
3/4" = 1'-0"S-500
4 SECTION
SCALE IN FEET - 1" = 1'-0"
12" 6" 0' 1' 3'2'
3/4" = 1'-0"S-500
5 SECTON
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H G.7
1ST FLOOR T.O.C.
EL. = 91' - 11 1/2"
1ST FLOOR IUC T.O.C.
CONCRETE
SLAB-ON-GRADE,
SEE PLAN
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP, TYP.
/2
CONCRETE
SLAB-ON-GRADE,
SEE PLAN
12' - 0"
STEEL BEAM,
SEE PLAN
STEEL BEAM,
SEE PLAN
CONCRETE SLAB OVER
GALV. STEEL COMPOSITE
DECK, SEE PLAN
3' - 0" 2" 10" 2" 3' - 0"
18' - 0"
#4 AT 16" O.C.
CONT. EACH
FACE TYP.
#5 AT 9" O.C.
EACH FACE
TYP.
ROUGHEN SURFACE TO
1/4" AMPLITUDE TYP.
#5 AT 6" O.C.
TYP. U.N.O.
#7 AT 12" O.C.
TYP. U.N.O.
GRID GRID
E1
8'
/2
2'
RAISED ACCESS FLOOR SYSTEM
(WHERE APPLICABLE), SEE
ARCH. DRAWINGS
8'
/2
5"
2" 10" 11' - 0" 6"
CONT. HYDROPHILIC
WATERSTOP TYP.
EACH WALL
WATERPROOFING AND
FOUNDATION DRAINAGE SYSTEM.
SEE ARCHITECTURAL DRAWINGS
AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION, TYP.
1' - 0"
10" 2"
NOTE:
FOR DECK SUPPORT CONT. BETW.
BEAMS, SEE SECTION 3/S-501
SEE PLAN FOR CMU WALL LOCATIONS. SEE SECTION
5/S-501 FOR ADDITIONAL INFORMATION.
M
IN
8"
EL. = 100' - 0"
1ST FLOOR T.O.C.
EL. = 91' - 11 1/2"
1ST FLOOR IUC T.O.C.
3' - 1"
GRID
CONCRETE SLAB OVER GALV.
STEEL COMPOSITE DECK, SEE PLAN
T.O. WALL
EL. = 98' - 6"
#5 AT 6" O.C. TYP. U.N.O.
1'
6'
/2
2'
NOTES:
1. SEE SECTION 1/S-501 FOR
ADDITIONAL INFORMATION.
2. PRECAST CONCRETE
INSULATED WALL PANEL
BEYOND AND IN
FOREGROUND NOT
SHOWN FOR CLARITY.
STRUCTURAL STOOP,
SEE DETAIL 1/S-504
CONT. L3x3x3/8 DECK
SUPPORT, TYP.
5' - 0"
1/4 3-12
1/4 3-12 TYP. DECK
SUPPORT
CONT. EMBED PLATE 3/8"x8" W/ (2) - 3/4"x6" LONG HEADED
SHEAR STUD CONNECTORS
STARTING AT 4" MAX. FROM
PLATE ENDS SPACED AT 2' - 0"
O.C. MAX., CENTER EMBED ON
DECK SUPPORT ANGLE
#4 U-BARS AT 10" O.C.
#6 AT 14" O.C. EACH FACE
#6 AT 14" O.C. CONT. EACH FACE
CONT. HYDROPHILIC
WATERSTOP TYP. TOP
AND BOTTOM
#7 AT 12" O.C. TYP. U.N.O.
6" 1' - 5" 1' - 2"(3) - #4 EACH FACE
/2
SPACING
2' - 0" MAX.4" MAX.
1/
2" 5"
1/
2"
EL. = 100' - 0"
1ST FLOOR T.O.C.
EL. = 91' - 11 1/2"
1ST FLOOR IUC T.O.C.
1'
6'
/2
2'
PRECAST CONCRETE
INSULATED WALL PANEL,
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
#7 AT 12" O.C.
TYP. U.N.O.
#5 AT 6" O.C.
TYP. U.N.O.
NOTE:
SEE SECTION 3/S-501 FOR
ADDITIONAL INFORMATION
T.O. WALL
EL. = 98' - 6"
1' - 9" 1' - 3"
3' - 0"
5' - 0"
GRID
1' - 11" 1' - 11" 1' - 2"
/2
EL. = 97' - 6"
1ST FLOOR TOC ( LOW)
G.5
EL. = 100' - 0"
1ST FLOOR T.O.C.
1'
1'
PRECAST CONCRETE
INSULATED WALL
PANEL, SEE SECTION
1/S-500 FOR ADDITIONAL
INFORMATION
NOTE:
SEE SECTION 3/S-501 FOR
ADDITIONAL INFORMATION
T.O. WALL
EL. = 98' - 6"CONCRETE
SLAB-ON-GRADE,
SEE PLAN
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
3' - 0"
GRID
1' - 9" 1' - 3"
1' - 11" 1' - 2"
M
IN
8"
H
EL. = 100' - 0"
1ST FLOOR T.O.C.
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP, TYP.
CONCRETE
SLAB-ON-GRADE,
SEE PLAN
GRID
E1
PLAN
SEE
8"
NOTE:
SEE SECTION 1/S-501 FOR
ADDITIONAL INFORMATION
CMU WALL, SEE PLAN
VERTICAL REINFORCING, SEE
GENERAL STRUCTURAL NOTES
CONCRETE SLAB OVER GALV.
STEEL COMPOSITE DECK, SEE
PLAN
DOWEL SIZE AND LOCATION
TO MATCH VERTICAL
REINFORMENT SEE GENERAL
STRUCTURAL NOTES
2" 10"
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3/4" = 1'-0"S-501
1 SECTION
SHEET NOTES:
1. E1 - INDICATES EMBED PLATE MARK. SEE TYPICAL BEAM
TO CONCRETE WALL/PILASTER CONNECTION DETAIL.
2. CONTRACTOR OPTION: PROVIDE FOUNDATION DOWELS
THAT MATCH WALL VERTICAL REINFORCING SIZE AND
SPACING WITH A LAP SPLICE.
SCALE IN FEET - 3/4" = 1'-0"
12" 6" 0' 1' 3'2'
3/4" = 1'-0"S-501
3 SECTION
3/4" = 1'-0"S-501
2 SECTION
3/4" = 1'-0"S-501
4 SECTION
3/4" = 1'-0"S-501
5 SECTION
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EL. = 91' - 11 1/2"
1ST FLOOR IUC T.O.C.
T.O. WALL
EL. = 98' - 6"
4" 1' - 0" 1' - 0" 1' - 0"
T.O.F.
EL. = 96' - 0"
2'
1'
3'
/2
2'
#5 AT 6" O.C.
TYP. U.N.O.
#7 AT 12" O.C.
TYP. U.N.O.
PRECAST CONCRETE INSULATED
WALL PANEL, SEE ARCH. DRAWINGS
CONCRETE LEDGE
CONCRETE WALL, SEE
SECTIONS 2 AND 3/S-501
GRID
CONCRETE PEDESTAL
BEYOND SEE PLAN.
SEE PEDESTAL DETAILS
FOR REINF.
EXTEND END OF HORIZ.
BARS TO FAR FACE OF
PEDESTAL
3' - 0"
(4) - #5 DOWELS
(8) - #7 AT CONCRETE
LEDGE
S-503
S-503
BAL. STIRRUPS
AT 10" O.C. TO
COLUMN FTG.
#4 U-BARS AT 12" O.C.
PROVIDE (2) U-BARS
WITHIN TOP 5" OF LEDGE
8'
1/ 2"
T.O. LEDGE
EL. = 95' - 0"
COMPACTED
SUBGRADE
EL. = 100' - 0"
1ST FLOOR T.O.C.
EL. = 91' - 11 1/2"
1ST FLOOR IUC T.O.C.
CONCRETE SLAB-ON-GRADE,
SEE PLAN
PRECAST CONCRETE
INSULATED WALL
PANEL
(4) - #5 CONT.
NOTE:
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
2'
3'
/2
1'
1'
STEEL COLUMN BEYOND,
SEE PLAN
CONCRETE PEDESTAL
BEYOND, SEE PLAN
CONCRETE PEDESTAL
BEYOND, SEE PLAN
CONCRETE LEDGE
BEYOND
1' - 2" 3' - 0"
3' - 1" 1' - 11"
GRID
T.O. WALL
EL. = 98' - 6"
CONCRETE SLAB OVER
GALV. STEEL COMPOSITE
DECK BEYOND, SEE PLAN
#4 CLOSED STIRRUPS AT
10" O.C. BETWEEN CONCRETE
LEDGE AND FACE OF
ADJACENT COLUMN
FOOTING
#5 AT 10" AT STIRRUP
LOCATIONS W/ - (3) #5
ABOVE CONCRETE
LEDGE EQUALLY
SPACED
1' - 9"1' - 3"
1' - 11"1' - 2"
3' - 0"
2'
T.O.F.
EL. = 96' - 0"
T.O. LEDGE
EL. = 95' - 0"
5' - 0"
HGRID
GRID
1' - 0"1' - 0"1' - 0"
1' - 0"2' - 0"
3'
1'
CONCRETE WALL,
SEE PLAN
CONCRETE PEDESTAL,
SEE PLAN
CONCRETE WALL,
SEE PLAN
CONCRETE
LEDGE
(8) - #7
#4 U-BARS
#4 TIE
NOTE:
PEDESTAL AND WALL REINFORCING
NOT SHOWN FOR CLARITY.
EL. = 100' - 0"
1ST FLOOR T.O.C.
CONCRETE SLAB-ON-GRADE,
SEE PLAN
(4) - #4 CONT. TYP. EA. FACE
#4 AT 12" O.C. TYP. EA. FACE
ROUGHEN SURFACE TO 1/4"
AMPLITUDE (TYP. TOP AND
BOTTOM)
#4 AT 12" O.C.
(3) - #4 CONT. TOP
AND BOTTOM
CONCRETE
SLAB-ON- GRADE,
SEE PLAN
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
RAISED ACCESS FLOOR
SYSTEM SEE ARCH.
DRAWINGS
NOTE:
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
T.O.C.
EL. = 97' - 6"
T.O.F.
EL. = 96' - 0"
5'
2'
1'
1'
1' - 0" 1' - 0" 1' - 0"
3' - 0"
BASE PL 3/4x8x1'-0" W/
(4) - 3/4" DIA. ANCHOR
RODS
STEEL COLUMN,
SEE PLAN
2" 4" 2" 8"
1'
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S-503
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SCALE IN FEET - 3/4" = 1'-0"
12" 6" 0' 1' 3'2'
3/4" = 1'-0"S-503
1 SECTION
3/4" = 1'-0"S-503
2 SECTION
3/4" = 1'-0"S-503
3 SECTION
NOTE:
SECTION USED FOR CONCRETE LEDGE, CONTINUOUS CONCREGE FOOTING AND
CONCRETE WALL ABOVE CONTINUOUS FOOTING REQUIREMENTS AT SIM. CONDITION.
3/4" = 1'-0"S-503
4 SECTION
A
M E
N D
M E
N T
N O
/2
/2
1ST FLOOR T.O.C.
7.9 8.1
CONCRETE SLAB-ON-GRADE,
SEE PLAN
2'
1'
1' - 2"1' - 11"1' - 2"
1/2" EXPANSION JOINT MATERIAL W/
3/4" JOINT SEALANT AT TOP
NOTE:
SEE SECTION 1/S-500 FOR
ADDITIONAL INFORMATION
RECESS SLAB 1 1/2" FOR
ENTRANCE FLOOR GRID,
SEE ARCH.
6"6 1/2"8' - 10 5/8"3' - 7"
8.2
1/2" EXPANSION JOINT MATERIAL W/
3/4" JOINT SEALANT AT TOP #5 AT 14" O.C. E.W.
TOP AND BOTTOM
#4 DOWELS AT 14"
O.C. TYP. 4 SIDES
4' - 3"
1' - 0" 6"
1' - 6"
(2) - #5 EACH FACE
TYP. 3 SIDES
#5 AT 12" O.C. TYP.
3 SIDES
(3) - #5 CONT. TOP
AND BOTTOM TYP.
3 SIDES
B.O. WALL
EL. = 96' - 4"
SIDEWALK, SEE
CIVIL
#4 DOWELS
AT 12" O.C.
SEE PLAN
SLOPE 1/4"
PER FOOT
#4 AT 12"
O.C. E.W.
12" UNCOMPACTED SOIL
BOTTOM OF 6" THICK
REINF. CONCRETE
SIDEWALL BEYOND AND
IN FOREGROUND
COMPACTED SOIL
1'
6" 3'
6"
3' - 0"
PRECAST CONCRETE INSULATED
WALL PANEL BEYOND IS SUPPORTED
ON TOP OF SLAB, SEE ARCH. DWGS.
6"
T.O. WALL
EL. = 98' - 6"
T.O.F.
EL. = 96' - 6"
#3 U-BAR AT EDGE
OF RECESS TYP.
ALL INSTANCES (1) - #4
J
EL. = 100' - 0"
1ST FLOOR T.O.C.
1' - 2" 2' - 0 1/2" 1' - 0 1/2"
4' - 3"
T.O. WALL
EL. = 98' - 6"
NOTES:
1. SEE SECTION 1/S-500 FOR ADDITIONAL NFORMATION.
2. ALSO PROVIDE U-BARS AND HORIZ. REINF. IN
PORTIONS OF CURB EACH SIDE OF DOOR OPENING
EXTENDING TO FACE OF PRECAST PANEL.
T.O.F.
EL. = 96' - 6"
3' - 1"
CONCRETE SLAB-ON-GRADE,
SEE PLAN
(4) - #5 CONT.
1/2" EXPANSION JOINT MATERIAL W/
3/4" JOINT SEALANT AT TOP, ALSO
PROVIDE BETWEEN CONCRETE CURB
AND FACE OF PRECAST PANELS.
PAVING, SEE CIVIL
MATCH T.O.C.
O.H. DOOR, SEE ARCH.
1'
2'
1'
1" 1' - 11 1/2" 1' - 0 1/2"
4'
D R
O P
1/ 2"
SLOPE DOWN
1/4" PER FOOT
1/2" EXPANSION
JOINT MATERIAL
W/ 3/4" JOINT
SEALANT AT TOP
CURB AT PRECAST
PANEL OPENING
AND DOOR
LOCATIONS
SUPPORT PRECAST
PANELS ON THIS
WALL
EL. = 100' - 0"
1ST FLOOR T.O.C.
CONCRETE SLAB-ON-GRADE,
SEE PLAN
1' - 11"
1/2" EXPANSION JOINT MATERIAL
W/ 3/4" JOINT SEALANT AT TOP,
ALSO PROVIDE BETWEEN CONC.
CURB / STOOP AND FACE OF
PRECAST PANEL
T.O. WALL
EL. = 98' - 6"
NOTES:
1. SEE SECTION 1/S-500 FOR ADDITIONAL INFORMATION.
2. SEE SECTION 3/S-511A FOR ADDITIONAL INFORMATION AT STOOP NEAR
GRID INTERSECTION B-7.
3. ALSO PROVIDE U-BARS AND HORIZ. REINF. IN PORTIONS OF CURB EACH
SIDE OF DOOR OPENING EXTENDING TO FACE OF PRECAST PANEL.
WIDEN PORTION OF STOOP ABOVE CONCRETE WALL BETWEEN FACE OF
PRECAST PANELS AS REQUIRED.
6" 1' - 5" 1' - 2"
STRUCTURAL STOOP,
SEE DETAIL 1/S-504
GRID
3' - 1"
#4 U-BARS AT 12" O.C.
(3) - #4 CONT. F.F.
1'
OF SLOPE
2' - 0" TO START
SLOPE DOWN 1/4"
PER FOOT
EL. = 97' - 6"
1ST FLOOR TOC ( LOW)
0.5
EL. = 100' - 0"
1ST FLOOR T.O.C.
GRID
1' - 10" 1' - 3"
3' - 1"
1' - 2" 1' - 11" 1' - 2"
CONCRETE
SLAB-ON-GRADE,
SEE PLAN
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
STRUCTURAL STOOP,
SEE DETAIL 1/S-504
DOOR, SEE ARCH.
1'
1'
1'
1'
NOTE:
SEE SECTION 1/S-500 AND 4/S-504 FOR
ADDITIONAL INFORMATION.4' - 3"
#4 U-BARS AT 12"O.C.
(3) - #4 CONT. E.F.
OF SLOPE
2' - 0" TO START
SLOPE DOWN 1/4" PER
FOOT
5'
T.O.F.
EL. = 96' - 0"
J
EL. = 100' - 0"
1ST FLOOR T.O.C.
CONCRETE SLAB-ON-GRADE,
SEE PLAN
(4) - #5 CONT.
1' - 2" 2' - 0 1/2" 1' - 0 1/2"
4' - 3"
T.O. WALL
EL. = 98' - 6"
NOTES:
1. SEE SECTION 1/S-500 AND 3/S-504 FOR
ADDITIONAL INFORMATION.
2. COLUMN FOOTING AT SIM. CONDITION.
3' - 1"
PAVING, SEE CIVIL
MATCH T.O.C.
DOOR, SEE ARCH.
T.O.F.
EL. = 96' - 6"
1" 1' - 11 1/2" 1' - 0 1/2"
1'
2'
1'
4'
#4 U-BARS AT 12" O.C.
(3) - #5 CONT. E.F.
#5 AT 12" O.C.
OF SLOPE
2' - 0" TO START
SLOPE 1/4" PER FOOT
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
1/2" EXPANSION JOINT MATERIAL W/
3/4" JOINT SEALANT AT TOP, ALSO
PROVIDE BETWEEN CONCRETE CURB
AND FACE OF PRECAST PANELS.
EL. = 100' - 0"
1ST FLOOR T.O.C.
E.3
E.7
#4 DOWELS AT 14"
O.C. TYP. 4 SIDES
(2) - #5 EACH FACE
TYP. 3 SIDES
#5 AT 12" O.C. TYP.
3 SIDES
(3) - #5 CONT. TOP
AND BOTTOM TYP.
3 SIDES
1'
6" 3'
RECESS SLAB 1 1/2" FOR
ENTRANCE FLOOR GRID,
SEE ARCH. 6 1/2"
FINISH GRADE,
SEE CIVIL
O.H.
1' - 6"
4'
I
EL. = 100' - 0"
1ST FLOOR T.O.C.
CONCRETE SLAB-ON-GRADE,
SEE PLAN
(4) - #5 CONT.
NOTES:
1. SEE SECTION 1/S-500 AND 3/S-504 FOR
ADDITIONAL INFORMATION.
2. COLUMN FOOTING AT SIM. CONDITION.
PAVING, SEE CIVIL
MATCH T.O.C.
DOOR, SEE ARCH.
(EL. = 94' - 6"
AT 7A)
#4 U-BARS AT 12" O.C.
(3) - #5 CONT. E.F.
(5) - #6 CONT. EF.
AT 7A)
#5 AT 12" O.C. E.F.
(#6 AT 12" O.C. AT 7A)
SLOPE 1/4" PER FOOT
T.O. WALL
EL. = 98' - 6"
1'
4'
A T
A
2'
1'
1" 1' - 10" 1' - 2"
3' - 1"
1' - 2" 1' - 11" 1' - 2"
4' - 3"
OF SLOPE
2' - 0" TO START
GRID
1/2" EXPANSION JOINT
MATERIAL W/ 3/4" JOINT
SEALANT AT TOP
1/2" EXPANSION JOINT MATERIAL W/
3/4" JOINT SEALANT AT TOP, ALSO
PROVIDE BETWEEN CONCRETE CURB
AND FACE OF PRECAST PANELS.
6'
A T
A
4'
T.O.F.
EL. = 96' - 6"
US Army Corps of Engineers ®
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SCALE IN FEET - 3/4" = 1'-0"
12" 6" 0' 1' 3'2'
3/4" = 1'-0"S-504
1 SECTION
3/4" = 1'-0"S-504
3 SECTION
3/4" = 1'-0"S-504
4 SECTION
3/4" = 1'-0"S-504
6 SECTION
3/4" = 1'-0"S-504
5 SECTION
3/4" = 1'-0"S-504
2 SECTION
S-504
7A 3/4" = 1'-0"S-504
7 SECTION
A
M E
N D
M E
N T
N O
/2
/2
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
A-410
1 2 2.3 3 3.6
J
I
H
G.7
G.5
G
1F171A
1F124A
1F
B
1F
A
1F
A
1F125E
1F148A
1F145B
1F
B
3.2
UP
A-411 4B8
20A6
4B8
5B8
5B8 M1
M1
M1
1A8 4B8
4B8
2B8
4B8
4B8
4B8
0.5
/4
1"
/4
2'
"8'
1" 1'
1'
1.7
H.6
G.3
1F S
T
A-306
1F236B
1F
2J
A-307
A-307
A-309
A-422
1F146A
1F145A
1F
A1F147B1F147C1F147D1F148E1F148D1F148C
1F
B
1F
A
1F124B
DN
27' - 10" 2' - 9 5/8" 8' - 8 3/8" 35' - 4"
4' - 7" 2' - 9"3' - 4"
8"
3' - 4"
1" 15' - 11" 9' - 4 3/8" 14' - 7 5/8" 8' - 0" 11' - 5"
1F142B
10' - 5" 1' - 1" 4' - 5" A-545
A-545
/1 A-114
REFER SHEET
/1 A-112
REFER SHEET
/1 A-115
REFER SHEET
8' - 9"
1' - 3"
18' - 0" 8' - 7" 11' - 5" 12' - 0" 8' - 0" 20' - 0" 8' - 0"
1' - 3"
13' - 0"
1'
1'
1"
5'
1'
1'
1'
7'
4'
1'
8'
0"
4'
0"
2'
/2
ROOF ACCESS LADDER AND
CAGE W/ HATCH ABOVE
A-525
1F122K
1F
A
RA1
RA1
RA1
RA1
1F
C
1F
D
1F240A
1F142E
1F
2G
A-422
A-537
1'
8'
2'
1'
5'
7'
5'
1'
0"
4'
1'
1'
1/
2"
1'
1"
2'
1' - 9"
1' - 0" 14' - 1"
1' - 3"
8' - 2" 1' - 10" 26' - 7" 9' - 11" 1' - 6"
2' - 0" CLEAR
8' - 0"
2' - 0"
11' - 4" 13' - 11"
1' - 4" 1' - 4"
6' - 1" 12' - 2"
2' - 8"
2' - 0"
1' - 5"
3'
2'
7"
2'
/8
8"
9'
1'
1'
1'
1' - 8"1' - 8"
3' - 4" 3' - 4"
ST12
ST12
P12 P4 P4 P4 P4 P4 P4 P13 P5
P6
P5
P6
P5 P9
P1
P1
P1
P11
P16
P11
P5
P5
P5
P5
P11
P11
P11
P9
1.5 2.5
WORK ROOM 1
1F248
MECHANICAL
1F254
IDF
1F253
VEST
1F124
ELEC
1F170
MDF
1F143
MECHANICAL "A"
1F148
VTC ROOM
1F240
VTC ROOM
1F241
MEN
1F150
STAIR 1
ST1
UPS B
1F140
UPS A
1F141
ELECTRICAL "A"
1F146
ELECTRICAL "B"
1F145
BATTERY RM
1F144
MECHANICAL "B"
1F147
ELECTRICAL
1F142
A/V
1F236A
ELECTRICAL
1F142A
MECHANICAL
1F171
21A6
20A6
20A6
13B84B8 4B8
4B8
M4
M1
M5
20A6
4B8
M5
M5
5B8
20A3
20A3
20A3
20A3 20A3 20A6
20A6
13B8
13B8
M1
M1
20A6
M5
M1
5B8
13B8
21A3
M1
M4
M4
M5
M1
M1
20A6
M1
M1
5B8
CONCRETE STOOPS,
REFER TO STRUCTURAL
MCJ MCJ MCJ
M5
22' - 0" TO MCJ 22' - 0" TO MCJ 22' - 0" TO MCJ
8'
MCJ
MCJ
MCJ
T O
M C
J
TO MCJ
10' - 8"
TO MCJ
21' - 4"
TO MCJ
18' - 0"
MCJ MCJ
MCJMCJ
T O
M C
J
MCJ
MCJ
MCJ TO MCJ
10' - 0" T O
M C
J
MCJ
MCJ
A-540
A-540
2' - 8"
DN
20A3
9' - 6"
BARRIER,
SEE 4/A-537
XX
Room name
A101
SIM
XX
DETAIL NUMBER
SHEET NUMBER
ROOM NUMBER
DOOR TAG
RE: A-600 TO A-602
GRID BUBBLE
WALL TYPE TAG
RE: A-500 THRU A-503
ROOM TAG
SECTION TAG
DETAIL TAG
XX
FLOOR PLAN LEGEND
A101
SIM
SECTION NUMBER
RAISED ACCESS
FLOOR SYSTEM
PATTERN LEGEND
SECURED
BOUNDARY
XX
INSULATED PRECAST
WALL PANEL TAG
REFERENCE WALL
SECTION AND PANEL
ELEVATION SHEETS
FOR ADDITIONAL
INFORMATION
X FLOOR PLAN
KEYNOTE TAG
SHEET NUMBER
WINDOW TAG
RE: A-470 TO A-471
GENERAL NOTES:
A. NOT ALL TAGS AND/OR HATCH
PATTERNS ARE SHOWN ON
THIS SHEET.
ENTIRE ROOM TO
RECEIVE 400 LB/SF
RAISED ACCESS
FLOOR - ALL RAISED
ACCESS FLOORS NOT
TAGGED ARE 250LB/SF
RA1
SECTOR
MATCHLINES
1. OPERABLE PARTITION WITH POCKET DOORS. MIN. STC 50
2. DUAL WATER COOLER WITH BOTTLE FILLER. ABA COMPLIANT
3. 10'-0" TALL WIRE MESH PARTITIONS
4. MOP SINK
5. MOP AND BROOM HOLDER
6. RECESSED ENTRANCE FLOOR GRID W/ DRAIN BELOW (SEE PLUMBING
DRAWINGS)
7. BOLLARDS WITH INTEGRATED ACCESS CONTROL (CR) AND ABA PUSH
BUTTON CONTROL (ABA) WHERE INDICATED AT EACH SIDE OF THE
BOLLARD ON PLAN. REFER TO SPECIFICATIONS FOR ADDITIONAL
INFORMATION
8. ALL EXPOSED TO VIEW STRUCTURAL STEEL IN THIS ROOM ARE TO
RECEIVE A SPRAY-ON INTUMESCENT EPOXY COATING SYSTEM TO MEET
THE FIRE RESISTANCE REQUIREMENTS AS NOTED ON GI001 OF THE LIFE
SAFETY DRAWINGS. THE STEEL IN THESE AREAS SHALL ALSO MEET
ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) CATEGORY 3.
GENERAL NOTE:
ALL KEYED NOTES ARE TYPICAL. ALL NOTES MAY NOT BE REPRESENTED ON
EVERY SHEET.
GENERAL NOTES:
A. REFER TO AND COORDINATE WITH LIFE SAFETY PLANS FOR ALL
REQUIRED FIRE RATED AND SMOKE RATED BARRIER AND PARTITION
LOCATIONS. WHERE LIFE SAFETY PLANS SHOW FIRE RATED AND SMOKE
RATED BARRIER AND PARTITION LOCATIONS, ALL PENETRATIONS
THROUGH THOSE PARTITIONS SHALL BE PROTECTED WITH AN
APPROVED THROUGH PENETRATING ASSEMBLY FOR THE PARTITION
TYPE. PARTITIONS SHALL MEET THE REQUIREMENTS OF NFPA 101 FOR
THE TYPE OF RATING REQUIRED.
KEYED NOTES (DENOTED BY )X
US Army Corps of Engineers ®
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