Am-0001_Drawings (Reissued).pdf
PDF 21 MB Posted
- Solicitation number
- W9128F22R0018
About this file
This federal solicitation is for the renovation of the Cadet Field House Phase 3 at the United States Air Force Academy in Colorado Springs, Colorado. The Field House provides athletic training facilities for over 4,000 cadets and supports the USAFA's commitments to the Mountain West Athletic Conference. Phase 3 of the renovation will complete repairs to all major components inside and outside of the facility. The work must be completed in phases to accommodate ongoing NCAA activities, intramurals, and physical education classes at the facility. The solicitation is seeking construction services for Phase 3 of the renovation, with an estimated total value between $5 million and $10 million. Responses are due by April 15, 2022. The selected contractor will be awarded a firm fixed-price construction contract through the Department of the Army Corps of Engineers Engineering District Omaha. Completion of the project will support compliance with NCAA Division I standards and help develop cadets into leaders of character through athletic training.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Am-0004.pdf | ||
| Am-0003_Div00.pdf | ||
| Am-0003_Div01.pdf | ||
| Am-0002.pdf | ||
| Am-0001_Div00.pdf | ||
| Am-0001_Div01.pdf | ||
| DWGS-Vol-2_W9128F22R0018.pdf | ||
| Div 00_W9128F22R0018.pdf | ||
| SPECS_W9128F22R0018.pdf | ||
| DWGS-Vol-1_W9128F22R0018.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
RATED COLUMN ASSEMBLY - Y616RATED CEILING ASSEMBLY - I507 INTUMESCENT COATINGS - Y615
WALL ASSEMBLY - U937
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
'-0
G-009
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
R
AT
ED
A
SS
EM
BL
IE
S
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^G -0
.d w g
T
MD
MD
MD
MD
F
F
F
MD
MD
16/14
RA
12/10
SA
AH-26,28,29,30
F
F
1x
A
B
C
D
E
Fa
H
2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
G
F
11111
6B
6A
5C
5B
5A
4H
4F
4G
4D 4C
4E
4B 3
4A
2A
00B
1A
8C 8B
8A
00A
1 1
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
1/
'-0
H-101
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
PA
R
TI
AL
M U
LT
I-P
U R
PO
SE
L
EV
EL
H
AZ
AR
D O
U S
M
AT
ER
IA
LS
S
AM
PL
E
LO
C
AT
IO
N
P
LA
N
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^H -1
.d w g
SCALE 1/16" = 1'-0"1 MULTI PURPOSE LEVEL HAZARDOUS MATERIAL SAMPLE LOCATION PLAN
0 8' 16' 32'
N
HAZARDOUS MATERIALS GENERAL NOTES
2. REFERENCE HAZARDOUS MATERIALS REPORTS FOR
LOCATIONS AND TYPES OF MATERIALS TO BE ABATED.
HAZARDOUS REPORTS TO REFERENCE IS INCLUDED IN THE SPECIFICATIONS;
RE: LIMITED ASBESTOS & LEAD-BASED PAINT SAMPLING REPORT - 04 NOVEMBER 2016 - REPAIR CADET FIELDHOUSE - PHASE 1 - TERRACON AND LIMITED ASBESTOS & LEAD-BASED PAINT SAMPLING REPORT - 19 MARCH 2019 - CADET FIELDHOUSE PHASE 2 AND 3
1. DEMO AND REMOVE HAZARDOUS MATERIALS APPROPRIATELY
AS INDICATED IN SPECIFICATIONS.
KEYNOTES
1 CONTRACTOR TO ASSUME THAT ALL PIPING ELBOWS CONTAIN
ASBESTOS THAT WILL NEED TO BE ABATED.
3. REFER TO MECHANICAL DEMOLITION PLANS AND PLUMBING
DEMOLITION PLANS FOR MORE INFORMATION ON EXTENT OF
DEMOLITION.
SAMPLE NUMBER LEGEND
NOTE: REFERENCE HAZARDOUS
MATERIALS REPORTS FOR
AMOUNTS AND TYPES OF
MATERIALS TO BE ABATED.
# NO ASBESTOS DETECTED
# ASBESTOS DETECTED; SEE
REPORT
SAMPLE LIST
4. CONTRACTOR TO ASSUME THAT ALL PAINT CONTAINS LEAD. IF
PAINT IS REMOVED AS PREP FOR WELDING IT MUST BE ABATED.
TLIP-01-01; TLIP-01-02 (2016 REPORT)
TVFT-02-01; TVFT-02-02; TVFT-02-03
(2016 REPORT)
TRMA-01-01 (2016 REPORT)
TRMA-01-02 (2016 REPORT)
TRMA-01-03 (2016 REPORT)
KEY PLAN
2 EXISTING PLUMBING PIPES WRAPPED IN INSULATION
CONTAINING ASBESTOS THAT WILL NEED TO BE ABATED;
EXISTING PIPING TO REMAIN AND/OR BE MODIFIED.
MAIN LEVEL
FINISHED FLOOR
ELEVATION: 7078.50
FIELD HOUSE DRIVE
FIELD HOUSE DRIVE
CADET FIELD HOUSE
BUILDING 2169
5 5
3 2 3
3 1
N 1430296.93 E 3175509.84
N 1430228.80 E 3175447.31
N 1430195.39 E 3175447.81
N 1430077.06 E 3175380.77N 1430076.96
E 3175256.76
N 1430217.06 E 3175256.70
N 1430081.06 E 3175047.25
N 1430217.00 E 3175047.39
N 1430081.06 E 3174958.72
N 1430614.10 E 3175510.07
N 1430614.10 E 3175449.39
20'
16.3'
N 1430195.87 E 3174952.22
LOWER
GROUND
LEVEL 14
FOR ADVERTISEMENT
U.S. SURVEY FEET
SCALE: 1"=40'
20 40 80
Sheet
ID
Sheet
1OTH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY,
COLORADO
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
SC
AL
E:
A- E
PR
O
JE
C
T M
G R
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
C O
N
TR
AC
T
N O
W
F-
-R -0
-0
5^
^C D
US Army Corps of Engineers ®
R E
P A
IR
C
A D
E T
F
IE
LD
H
O U
S E
P H
A S
E
X Q
P Z
-2
R
EM
O
VA
L
PL
AN
CD101
FA
RN
SW
O
RT
H
G
RO
UP
T.
B
AR
EL
A
JU
LY
0, 1" =4
0'
D.
M
O
NT
EZ
S.
P
O W
EL
L
LEGEND
ASPHALT PAVEMENT REMOVAL
CONCRETE PAVEMENT REMOVAL
LANDSCAPE PAVEMENT REMOVAL
CURB AND GUTTER REMOVAL
EXISTING TREE
ADA STALL PAVEMENT MARKING REMOVAL
FLAG NOTES
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT
(TYP)
SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK /
STAIRS (TYP)
REMOVE EXISTING CURB AND GUTTER TO THE NEAREST
JOINT (TYP)
REMOVE AND REPLACE EXISTING LANDSCAPE RIVER
ROCK (TYP)
REMOVE EXISTING ADA SIGN (TYP)
PROTECT EXISTING TREE (TYP)
REMOVE EXISTING RAMP AND HANDRAILING. RESTORE
VEGETATION TO EXISTING CONDITIONS (TYP)
REMOVE, SALVAGE AND RELOCATE EXISTING RESERVED
PARKING SIGN (TYP) SEE SHEET C-102 FOR NEW
LOCATION.
PROTECT EXISTING BOLLARDS TO REMAIN INTACT (TYP)
REMOVE AND RELOCATE EXISTING BOLLARDS (TYP) SEE
SHEET C-102 FOR NEW LOCATION.
PROTECT EXISTING UTILITY APPURTENANCES (TYP)
REMOVE, SALVAGE AND RELOCATE EXISTING PARKING
BLOCKS (TYP)
PROTECT EXISTING HANDRAIL (TYP)
REMOVE EXISTING BOLLARD AND PATCH BACK WITH 6"
THICK CONCRETE
PROTECT EXISTING GEOTHERMAL BORE-FIELD AND
SERVICE LINES LOCATED THROUGHOUT EXISTING
PARKING LOT (TYP)
REMOVE AND REPLACE EXISTING LIGHT POLES,
RE: ELECTRICAL DRAWINGS
GENERAL NOTES
1. CONTRACTOR SHALL PHASE CONSTRUCTION TO
MAINTAIN AT LEAST ONE PEDESTRIAN ACCESS ON BOTH
THE EAST SIDE AND SOUTH SIDE OF THE FIELD HOUSE.
2. CONTRACTOR SHALL BRACE EXISTING SITE WALLS THAT
ARE RETAINING SOIL PRIOR TO DEMOLITION OF EXISTING
CONCOURSE SLAB. RE: STRUCTURAL SHEETS S-102,
S-205.
07/20/2022
AM
#0
G
EN
. R
EV
IS
IO
N S
8/
/2
Sy mb
Re vis ion s/A dd en da Da te Ap pr
ELEVATION: 7078.50
"VAN"
"VAN"
"VAN"
"VAN"
FIELD HOUSE DRIVE
FIELD HOUSE DRIVE
CADET FIELD HOUSE
BUILDING 2169
9' 5'
9'
20'
N 1430296.93 E 3175509.84
N 1430228.80 E 3175447.31
N 1430195.39 E 3175447.81
N 1430077.06 E 3175380.77N 1430076.96
E 3175256.76
N 1430081.06 E 3175047.25
N 1430219.49 E 3174908.74
N 1430081.06 E 3174958.72
N 1430614.10 E 3175510.07
N 1430614.10 E 3175449.39
N 1430243.58 E 3175456.43
N 1430278.08 E 3175456.44
N 1430265.59 E 3175409.43
N 1430227.80 E 3175409.42
6' (TYP)
"VAN"
"VAN"
"VAN"
N 1430195.87 E 3174952.22
LOWER
GROUND
LEVEL
8 7
22 22
2 1
7 7714
16 17
A
B
C
D
E
I
G
K
J
F
H
L M
N
REFER TO ARCHITECTURAL
PLANS FOR STAIRCASE
REFER TO ARCHITECTURAL
PLANS FOR STAIRCASE
FOR ADVERTISEMENT
U.S. SURVEY FEET
SCALE: 1"=40'
20 40 80
Sheet
ID
Sheet
1OTH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY,
COLORADO
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
SC
AL
E:
A- E
PR
O
JE
C
T M
G R
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
C O
N
TR
AC
T
N O
W
F-
-R -0
-0
5^
^C -1
US Army Corps of Engineers ®
R E
P A
IR
C
A D
E T
F
IE
LD
H
O U
S E
P H
A S
E
X Q
P Z
-2
O
VE
R
AL
L
SI
TE
P
LA
N
C-102
FA
RN
SW
O
RT
H
G
RO
UP
T.
B
AR
EL
A
JU
LY
0, 1" =4
0'
D.
M
O
NT
EZ
S.
P
O W
EL
L
LEGEND
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
DIAGONAL PAVEMENT MARKING
INFLOW CURB AND GUTTER
OUTFALL CURB AND GUTTER
DEPRESSED CURB AND GUTTER
RESERVED SYMBOL PAVEMENT MARKING
ADA RAMP WITH TRUNCATED DOMES
CROSSWALK PAVEMENT MARKING
SIGN
LANDSCAPE RIVER ROCK REPLACEMENT
FLAG NOTES
CURB AND GUTTER, RE: DETAIL 2 ON SHEET C-501 (TYP)
ASPHALT PAVEMENT PATCH BACK, RE: DETAIL 1 ON SHEET C-501 (TYP)
6" CONCRETE SIDEWALK, RE: DETAIL 4 ON SHEET C-501 (TYP)
TYPE 2 RAMP WITH TRUNCATED DOMES, RE: DETAIL 3 ON SHEET C-501
(TYP)
DEPRESSED CURB AND GUTTER SECTION, RE: DETAIL 3, SECTION A-A
TYPE 3A CURB RAMP, ON SHEET C-501 (TYP)
RETAINING WALL, RE: STRUCTURAL PLANS (TYP)
4" SOLID WHITE PAVEMENT MARKING (TYP)
WHITE RESERVED SYMBOL PAVEMENT MARKING, RE: DETAIL 7 ON
SHEET C-502
RESERVED PARKING SIGN (TYP-ALL RESERVED STALLS), RE: DETAIL 7
ON SHEET C-502 (TYP)
18"x7' SOLID WHITE CROSS WALK PAVEMENT MARKING SPACED AT 4'
O.C. (TYP)
PEDESTRIAN CROSSING SIGN, RE: DETAIL 8 ON SHEET C-502 (TYP)
TRUNCATED DOMES, 24" WIDE BY 5' LONG (TYP)
RIVER ROCK TO BE REMOVED, SALVAGED, AND REPLACED
PARKING BLOCK (TYP)
PROTECT EXISTING HANDRAIL (TYP)
MAINTAIN MIN 36" ACCESS BETWEEN SIGN POSTS WITHIN ISLAND (TYP)
TRANSITION FROM 6" CURB HEIGHT TO 0" CURB HEIGHT WITHIN 5 LF AT
DEPRESSED CURB ISLAND
CONCRETE RETAINING WALLS AND RAMP HANDRAILS ALONG RAMP
ALIGNMENT (TYP), RE: ARCHITECTURAL AND STRUCTURAL PLANS
6" W x 12" D VERTICAL CURB (6" FACE), RE: SECTION A-A ON DETAIL
D-8E ON SHEET C-501. TRANSITION CURB FACE FROM 6" TO 0" HEIGHT
WITHIN 5 LF AT ALL TERMINATION POINTS.
8" THICK CONCRETE PAVEMENT
RELOCATED BOLLARD AND CABLE FENCING SYSTEM
CONCRETE TO BE 4" THICK CONCRETE WITH 4x4-W2.1xW2.1 WWF, DOWEL NEW CONCRETE SECTIONS INTO EXISTING ADJACENT
CONCRETE W/ #3 DOWELS @ 16" ALL SIDES, RE: ARCHITECTURAL PLAN
SHEET AS400
GENERAL NOTES
1. ALL NEW SIGN POSTS SHALL BE PAINTED BLACK PER USAFA
STANDARDS. BACK OF SIGNS SHALL BE BLACK VINYL BACKING
INSTALLED BY THE SIGN MANUFACTURER.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
3. NEW AD RESERVED PARKING SIGNS SHALL MATCH THE COLOR AND
STYLE OF THE EXISTING AD RESERVED PARKING SIGNS IN
REFLECTIVITY, COLOR, WHITE BORDER, WHITE LETTERING, AND
UTILIZING ONE POST FOR TWO SIGNS AS REQUIRED, RE: DETAIL 10 ON
SHEET C-502.
4. SEE AD RESERVED PARKING SIGN LEGEND ON THIS SHEET FOR SIGN
LOCATION AND TEXT.
5. CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN AT LEAST
ONE PEDESTRIAN ACCESS ON BOTH THE EAST SIDE AND SOUTH SIDE
OF THE FIELD HOUSE.
AD RESERVED PARKING SIGN LEGEND
USAFA/AD
USAFA/AD2
USAFA/AD3
USAFA/AD4
HEAD COACH
TRACK & FIELD
USAFA/ADI
ASSOC AD
SPORTS
INFORMATION
BASKETBALL
EQUIPMENT
MANAGER
USAFA/ADVU
ASSOC AD
EVENTS
MANAGEMENT
USAFA/ADI
DIRECTOR
FALCON VISION
USAFA/ADI
FALCON VISION
HOCKEY
EQUIPMENT
MANAGER
HEAD COACH
HOCKEY
HEAD COACH
WOMEN'S
BASKETBALL
HEAD COACH
MEN'S
BASKETBALL
A
B
C
D
E
F
G
H
I
J
K
L
M
N
07/20/2022
AM
#0
G
EN
. R
EV
IS
IO
N
S 8/
/2
Sy mb
Re vis ion s/A dd en da Da te Ap
ELEVATION: 7078.50
FIELD HOUSE DRIVE
CADET FIELD HOUSE
BUILDING 2169
1.
CE
CE
MATCH EXIST (TYP)
MATCH EXIST (TYP)
MATCH
EXIST
(TYP)
MATCH EXIST (TYP)
1.83%
MATCH
EXIST
(TYP)
MATCH EXIST (TYP)
1.8%
4.7%
6.07%
4.85%
3.
2.48%
6.
6.
3.02%
6.80%
3.00%
3.
3.
2.
1.
1.
1.
1.
1.79%
1.
1.
7073.14
7072.09 FL
7072.59
7.
7072.59
7072.09 FL
7072.67 TC7072.59 TC
7071.44 FL
7071.54 FL
7071.627071.62
7071.53 FL
7071.44 FL
7071.65 FL7071.65 FL
7071.56
7071.26
7071.17
7071.03
7070.90
7070.787070.78
7070.92
7071.05
7071.19
7071.27 7071.42
7070.94
7071.08
7071.21
7071.35
7071.55
7071.42
7071.28
7071.55
7071.42
7071.28
7072.91
7072.41 FL
7072.91 TC
7072.41 FL
7072.91 TC 7.
7072.91
7072.41 FL7072.41 FL
7073.00
7071.74 FL
7071.86 FL
7071.73 FL
7071.79 FL
7071.98 FL
7071.94
7071.98 FL
7071.94
7071.88 FL 7071.88 FL
7071.73 FL
7071.59 FL
7071.46 FL 7071.46 FL
7071.60 FL
7071.73 FL
7069.89 FL 7069.89 FL
7070.707070.80
7069.69 7069.63
7069.69
7065.20
7065.14 7065.207065.14 7065.20 7065.20
7067.387067.447067.44
7067.44
7067.38
7062.90
7067.44
7062.967062.96 7062.90
7061.94 7062.04
7064.80 7065.17
7064.80
7065.17
6.80%
6.80%
REFER TO ARCHITECTURAL
PLANS FOR STAIRCASE
REFER TO ARCHITECTURAL
PLANS FOR STAIRCASE
REFER TO ARCHITECTURAL
PLANS FOR STAIRCASE
MATCH EXIST (TYP)
7069.63
SLOPE LANDINGS TO
WEEP HOLES (TYP)
REFER TO ARCHITECTURAL
FOR RAMP DETAILS
MATCH
EXIST
(TYP)
FOR ADVERTISEMENT
U.S. SURVEY FEET
SCALE: 1"=20'
10 20 40
Sheet
ID
Sheet
1OTH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY,
COLORADO
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
SC
AL
E:
A- E
PR
O
JE
C
T M
G R
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
C O
N
TR
AC
T
N O
W
F-
-R -0
-0
5^
^C -1
US Army Corps of Engineers ®
R E
P A
IR
C
A D
E T
F
IE
LD
H
O U
S E
P H
A S
E
X Q
P Z
-2
EN
LA
R G
ED
G
R
AD
IN
G
P
LA
N -S
O U
TH
C-103
FA
RN
SW
O
RT
H
G
RO
UP
T.
B
AR
EL
A
JU
LY
0, 1" =2
0'
D.
M
O
NT
EZ
S.
P
O W
EL
L
LEGEND
LANDSCAPE RIVER ROCK REPLACEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
DIAGONAL PAVEMENT MARKING
INFLOW CURB AND GUTTER
OUTFLOW CURB AND GUTTER
DEPRESSED CURB AND GUTTER
RESERVED SYMBOL PAVEMENT MARKING
ADA RAMP WITH TRUNCATED DOMES
CROSSWALK PAVEMENT MARKING
SIGN
DIRECTION OF FLOW
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
SILT FENCE, RE: DETAIL 2, SHEET C-503
CONSTRUCTION ENTRANCE, RE: DETAIL 1,
SHEET C-503
ROCK SOCKS, RE: DETAIL 6, SHEET C-503
5.00%
CE
RS
07/20/2022
AM
#0
G
EN
. R
EV
IS
IO
N S
8/
/2
Sy mb
Re vis ion s/A dd en da Da te Ap
U P
U P
U P
E
F
G
H
J
K
L
M
N
La
Ja
Fa
1 2 3 4 5 6 7 8 9 10
' - 6
' - 6
' - 6
' - 0 "1
' - 2
' - 2 "1
' - 0
' - 0
' - 6
38' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"38' - 0"
396' - 0"
S-403
S-403
S-403
S-403
S-406
OPT. 1
TYP. 6
LOCNS.
S -2
N
1' - 0"6' - 0"1' - 0"38' - 0"1' - 0"95' - 10 3/16"
' - 0
' - 5
/1
' - 0
' - 0
' - 0
' - 0
' - 7
S -5
1' - 0" 6' - 0" 1' - 0" 39' - 0"
S
E L . 8
'-1
/8
E
L . 8
'-1
/4
" T.O.C.
EL.=91'-10"
S EL. 84'-1 1/4"
EL. 88'-8"
T.O.C.
EL.=96'-10"
T.O.C.
EL.=96'-10"
S EL. 81'-1 3/8"
EL. 86'-3 1/2"
S EL. 86'-3 1/2"
EL. 88'-8"
T.O.C.
EL.=91'-10"
T.O. LANDING
EL.=89'-3 1/2"
T.O. LANDING
EL.=91'-8 1/4"
T.O. LANDING
EL.=87'-1 1/4"
T.O. LANDING
EL.=84'-8 3/8"
' - 0
S -5
_____ 9
S -5
S -5
S -5
S -5
S -5
S -2
NOTES:
1. CONTRACTOR TO VERIFY TOP OF CONCRETE LANDING ELEVATIONS WITH CIVIL DRAWINGS.
2. CONTRACTOR TO VERIFY TOP OF WALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
3. CONTRACTOR TO VERIFY RAMP SLOPE, THICKNESS AND REINFORCEMENT WITH CIVIL DRAWINGS
INDICATES STEP IN TOP OF FOOTING ELEVATION
LEGEND
S
EL. XX'-X"
EL. XX'-X"
T.O.C. INDICATES TOP OF CONCRETE WALL ELEVATION
INDICATES DOWN SLOPE
N
1 2 3 4 5 6 10 11
S -2
S -2
' - 9
' - 1
40' - 0"40' - 0"40' - 0"40' - 0"38' - 0" 38' - 0"
20' - 11 1/2"19' - 0 1/2" 38' - 0"2' - 0"
(N) DOWELED
EXPANSION JOINT, TYP.
(N) C.I.P. CONCRETE
STAIRS, TYP.
(N) C.I.P.
CONCRETE RAMP (N) 4" CONCRETE
SLAB-ON-GRADE
(E) STEEL
COL., TYP.
TYP.
TYP.
8' - 2"
29' - 10"
19' - 1"19' - 1"20' - 11" 10"36' - 3"
11" 3
S -2
S -2
S -2
S -2
TYP.
TYP.
S-105
NOTES:
1. CONTRACTOR TO BRACE EXISTING SITE WALLS THAT ARE RETAINING SOIL PRIOR TO DEMOLITION OF EXISTING CONCOURSE
SLAB. BRACING SHALL ANCHOR TO WALL BELOW THE EXISTING CONSTRUCTION JOINT LOCATED AT AN ELEVATION OF 98'-0"±.
2. CONTRACTOR TO REMOVE AND REPLACE EXISTING EXTERIOR CONCOURSE SLAB-ON-GRADE AND TURNED DOWN EDGE.
NEW CONCOURSE SLAB SHALL BE 4" REINFORCED WITH 4x4-W2.9xW2.9 W.W.F.
3. CONTRACTOR TO REMOVE AND REPLACE EXISTING EXTERIOR CONCRETE STAIRS. SEE ARCHITECTURAL DRAWINGS FOR
RISER, TREAD AND RAILING DETAILS.
4. CONTRACTOR TO REMOVE AND REPLACE EXISTING EXTERIOR CONCRETE CENTRAL RAMP. NEW RAMP SHALL BE 4" REINFORCED CONCRETE SLAB-ON-GRADE REINFORCED WITH 4x4-W2.9xW2.9 W.W.F.. SEE ARCHITECTURAL DRAWINGS FOR
RAMP SLOPE.
5. CONTRACTOR TO USE CARE DURING CONCRETE DEMO TO PRESERVE AND REUSE EXISTING REBAR DOWELS THAT ARE SUITABLE FOR REUSE. INSPECT EXISTING DOWELS FOR DAMAGE DUE TO CORROSION. ENSURE DOWELS ARE FREE OF
CORROSION AND DEBRIS PRIOR TO CASTING NEW CONCRETE.
6. CONTRACTOR TO INSTALL NEW DOWELED EXPANSION JOINT (SEE PLAN). EXPANSION JOINT LOCATION AND WIDTH TO
MATCH EXISTING.
7. ALL NEW REINFORCEMENT SHALL BE GALVANIZED.
8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
Sheet
ID:
Sheet
S ym b R e vi si on s/ A dd en da D a te
A pp r
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SET
ATS
DE
TI
N
U Y M
E
ADCA
ECROF
S C
A L
E
A -E
P R
O
JE
C T
M G
R
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T
N O
W
F
-2
-R -0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
STRUCTURAL ENGINEERS, INC.
MGA
115 SOUTH WEBER STREET, SUITE 101
WWW.MGASE.COM
(719) 635-4473
COLORADO SPRINGS, CO. 80903
AM
#0
G
EN
. R
EV
IS
IO
N S
/2
4/
A s i n d ic a te d
S-102
X Q
P Z
-2
R E
P A
IR
C
A D
E T
F
IE
L D
H O
U S
E P
H A
S E
FOR ADVERTISEMENT
F L O
O R
F R
A M
IN
G
P L A
N S
S
P O
W E
L L
J U
L Y
J .D
IE
T
R
IC
H J
.C A
L L
A H
A N
J C
A L
L A
H A
N
-0
S -1
.d w g
SCALE 1/32" = 1'-0"
SPECTATOR LEVEL PLAN
N
SCALE 3/32" = 1'-0"
EXTERIOR ADA RAMP PLAN
N
SCALE 1/32" = 1'-0"
EXTERIOR CONCOURSE REPAIR PLAN
A
B
C
D
E
F
G
H
J
K
L
M
N
La
Ja
Fa
1 2 3 4 5 6 7 8 9 10 11
TYP.
(N) ROOF ACCESS HATCH
~ SEE ARCH DWGS., TYP.
S-405
TYP.
(E) ROOF JOIST, TYP.
S-405
(E) ROOF TRUSS, TYP.
(E) ROOF SWAY
FRAME, TYP.
S-405
SIM.
TYP.
INDICATES ROOF SAFETY TIE BACK POST. SEE
ARCH. DWGS FOR LOCATION
LEGEND
NOTES:
1. CONTRACTOR TO COORDINATE WITH ARCHITECT ON SPECIFIC LOCATIONS OF
ROOF SAFETY TIEBACK POSTS AND ROOF ACCESS HATCHES.
2. ROOF SAFETY TIEBACKS SHALL BE CONNECTED TO SUPPORTING STEEL PER
MANUFACTURER'S RECCOMENDATIONS.
3. EXISTING ROOF IS 3" 23 GAUGE STEEL DECK.
Sheet
ID:
Sheet
S ym b R e vi si on s/ A dd en da D a te
A pp r
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SET
ATS
DE
TI
N
U Y M
E
ADCA
ECROF
S C
A L
E
A -E
P R
O
JE
C T
M G
R
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T
N O
W
F
-2
-R -0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
STRUCTURAL ENGINEERS, INC.
MGA
115 SOUTH WEBER STREET, SUITE 101
WWW.MGASE.COM
(719) 635-4473
COLORADO SPRINGS, CO. 80903
AM
#0
G
EN
. R
EV
IS
IO
N S
/2
4/
A s i n d ic a te d
S-104
X Q
P Z
-2
R E
P A
IR
C
A D
E T
F
IE
L D
H O
U S
E P
H A
S E
FOR ADVERTISEMENT
R O
O F
F R
A M
IN
G
P L A
N
S
P O
W E
L L
J U
L Y
J .D
IE
T
R
IC
H J
.C A
L L
A H
A N
J C
A L
L A
H A
N
-0
S -1
.d w g
SCALE 1/32" = 1'-0"
ROOF FRAMING PLAN
N
S-205
S-105
10' - 2" ± 10' - 2" ± 10' - 2" ± 13' - 3" ±
(N) CONCRETE
TIE BEAM, TYP.
S-206
DEMO (E) SLAB AND
EDGE BEAM PRESERVE
HORIZ. REINFORCING.
(N) DOWELED
EXPANSION JT., TYP.
SEE 3/S105
S-205
SIM.
S-205
SIM.
WALL DEMO EXTENTS (HATCHED)
42' - 5" ± 8"8" ± 7" ±
S-206
S-206
S-206
S-206
S-206
REMOVE & REPLACE
(E) SITE STAIRS AND
RAILING
S-206
S-105
9' - 0" ±
S-105
8"8"
S L O
P E
D N
. SLOPE DN.
SLOPE DN.
SLOPE DN.
SLOPE DN.
#3 @ 10" O.C.
3'-9"
(N) CONC. EDGE BM.
DIMENSIONS TO
MATCH (E)
11" ±
RAILING SEE ARCH. DWGS.
#3 @ 10" O.C. 1
7"
2-#4 CONT. TOP & BOT.
(N) 5" CONC. SLAB
#4 @ 12" O.C.
#4 @ 15" O.C.
T.O.C.
EL.=99'-10"±
(E) #4 HORIZ. @ 12"± O.C.
PRESERVE AND CUT 3'-0"
FROM FACE OF (E) CONC. BM.
(E) CONC. BM.
(E) 5" ± CONC.
SLAB
#4 @ 12" O.C.
#4 @ 12" O.C.
N
(E) CONST. JT.
(E) 12"± CONC. WALL ~ SHORE TOP OF
WALL BELOW (E) CONSTRUCTION JOINT
PRIOR TO DEMOLITION OF SLAB ~
SHORING LOAD 4000 POUNDS PER LINEAR
FOOT ~ SHORING TO REMAIN UNTIL (N)
SLAB HAS REACHED 100% OF ITS
SPECIFIED COMPRESSIVE STRENGTH
(N) 4" CONC. SLAB-
ON-GRADE
T.O. SLAB
EL. VARIES
(N) CONT. DOWELED
EXPANSION JT.
#4x1'-6" SMOOTH DOWELS
@ 18" O.C. W/ CAP,
LUBRICATED
DOWEL BASKETS
2-#5 CONT.
TOP & BOT.
2-#4 BOT. W/ 2'-0"
MIN. PROJ.
9" 1' -1
0"
1'-0"
#4x4-0" @ 12" O.C. W/ 2'-0" MIN. PROJ.#4x11'-0" W/
8'-0" PROJ. @
10" O.C. TOP
DEMO (E) WALL/SLAB DOWN
TO (E) CONST. JT. PRESERVE
VERTICAL REINF. 1' - 0" ±
4" 8"
8' - 0" ±
(E) CONC. WALL
(E) CONC. SLAB
(N) 5" CONC. SLAB
RE:
T.O. SLAB
EL. = 100'-0"±
T.O. SLAB
EL. VARIES
S105
SLOPE DN.
#4x2'-6" @ 12" O.C.
DRILL & EPOXY INTO (E)
CONC. WALL 6" MIN.1' - 0" ±
2"2" 5" 3"
4" 8"
NOTES:
1. CONTRACTOR TO BRACE EXISTING SITE WALLS THAT ARE RETAINING SOIL PRIOR TO DEMOLITION OF EXISTING CONCOURSE
SLAB. BRACING SHALL ANCHOR TO WALL BELOW THE EXISTING CONSTRUCTION JOINT LOCATED AT AN ELEVATION OF 98'-0"±.
2. CONTRACTOR TO REMOVE AND REPLACE EXISTING EXTERIOR CONCOURSE SLAB-ON-GRADE AND TURNED DOWN EDGE. NEW
CONCOURSE SLAB SHALL BE 4" REINFORCED WITH 4x4-W2.9xW2.9 W.W.F.
3. CONTRACTOR TO REMOVE AND REPLACE OR DEMO AS REQUIRED EXISTING EXTERIOR CONCRETE RAMP FOR TIE BEAM
INSTALLATION PER DETAIL 6/S206. NEW RAMP OR RAMP INFILL SHALL BE 4" REINFORCED CONCRETE SLAB-ON-GRADE REINFORCED WITH 4x4-W2.9xW2.9 W.W.F.. SEE ARCHITECTURAL DRAWINGS FOR RAMP SLOPE.
4. CONTRACTOR TO USE CARE DURING CONCRETE DEMO TO PRESERVE AND REUSE EXISTING REBAR DOWELS. INSPECT EXISTING DOWELS FOR DAMAGE DUE TO CORROSION. ENSURE DOWELS ARE FREE OF CORROSION AND DEBRIS PRIOR TO
CASTING NEW CONCRETE.
5. CONTRACTOR TO INSTALL NEW DOWELED EXPANSION JOINT (SEE PLAN). EXPANSION JOINT LOCATION AND WIDTH TO MATCH
EXISTING.
6. ALL NEW REINFORCEMENT SHALL BE GALVANIZED.
7. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
Sheet
ID:
Sheet
S ym b R e vi si on s/ A dd en da D a te
A pp r
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SET
ATS
DE
TI
N
U Y M
E
ADCA
ECROF
S C
A L
E
A -E
P R
O
JE
C T
M G
R
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T
N O
W
F
-2
-R -0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
STRUCTURAL ENGINEERS, INC.
MGA
115 SOUTH WEBER STREET, SUITE 101
WWW.MGASE.COM
(719) 635-4473
COLORADO SPRINGS, CO. 80903
AM
#0
G
EN
. R
EV
IS
IO
N S
/2
4/
A s i n d ic a te d
S-105
X Q
P Z
-2
R E
P A
IR
C
A D
E T
F
IE
L D
H O
U S
E P
H A
S E
FOR ADVERTISEMENT
E A
S T
P L A
Z A
R E
P A
IR
F
R A
M
IN
G P
L A
N
S
P O
W E
L L
J U
L Y
C h e c k e r
A u th o r
D e s ig n e r
-0
S -1
.d w g
SCALE 1/4" = 1'-0"
SOUTH PLAZA - EAST REPAIR FRAMING PLAN
SCALE 1/2" = 1'-0"
SLAB EDGE BEAM
SCALE 1/2" = 1'-0"
EAST PLAZA ELEVATED SLAB REPLACEMENT
SCALE 1/2" = 1'-0"
SLAB CONN. EAST PLAZA
ENTIRE SHEET ADDED
T.O. SLAB
EL. VARIES
T.O. SLAB
EL.=95'-6"±
T.O.C.
EL.=99'-4 1/2"±
(N) 4" CONC. SLAB-
ON-GRADE
(N) 1" CONT.
EXPANSION JOINT
(E) 1'-0"±
CONC. SITE
WALL
(N) CONC.
STAIRS
(N) 4" CONC. LANDING REINF.
W/ 4x4-W2.9xW2.9 W.W.F.
@ STAIRS EXTENTS (N)
1" EXPANSION JOINT
(E) SITE PAVING
(E) CONSTR. JT.
#3 NOSING
BARS, TYP.
#5 CONT. @
16" O.C.
(N) #6 LONG.
BARS @ 16" O.C.
1'-0"
7'-4
2'-0"
/8
/2
DEMO (E) SITE WALL DOWN
TO (E) CONSTR. JT.
PRESERVE (E) REINFORCING
SLOPE DN.
2-#5 CONT.
TOP & BOT.
TOP OF JT.
EL.=98'-0"±
RAILING CURB BEYOND
SEE ARCH. DWGS.
2-#4 TOP & BOT
#3 TIES @ 18" O.C.
STAIR REINF.
N
T.O. SLAB
EL. VARIES
T.O.C.
EL.=100'-0"±
(N) 4" CONC. SLAB-
ON-GRADE, TYP.
(N) CONT. DOWELED
EXPANSION JT.
#4x1'-6" SMOOTH DOWELS
@ 18" O.C. W/ CAP,
LUBRICATED
DOWEL BASKETS
3' - 0" 9" 9"
#4 HORIZ. DWLS. @ 16" O.C.
DRILL & EPOXY 6" MIN. INTO
(E) FOUNDATION WALL
(E) 12" GRADE BEAM
(E) INTERIOR
CONC. BM. & SLAB
8" ±4" ±
1' - 0" ±
3" ±
5" ± 5 5/8" ±
(E) 12" CONC. SITE WALL SHORE TOP
OF WALL PRIOR TO DEMOLITION OF
SLAB ~ SHORING LOAD OF 800
POUNDS PER LINEAR FOOT ~
SHORING TO REMAIN IN PLACE UNTIL
THE SLAB HAS REACHED 100% OF ITS
SPECIFIED COMPRESSIVE STRENGTH
(N) 4" CONC.
SLAB-ON-GRADE
T.O. SLAB
EL. VARIES
T.O. SLAB
EL. VARIES
(N) 4" CONC.
RAMP
T.O.C.
EL.=99'-4 1/2"±
#4x2'-6"@ 16" O.C. DRILL
& EPOXY INTO (E) SITE
WALL 6" MIN., TYP.
1' - 0" ± 5' - 0" ± 1' - 0" ±
/2
(E) CONSTR. JT.
DEMO (E) SITE WALL DOWN
TO (E) CONSTR. JT.
PRESERVE (E) REINFORCING
#4 Z-BARS @ 12" O.C.
1'-0"
1'-0"1'-3"
2-#5 CONT. TOP & BOT.
(E) 12"± CONC. SITE
WALL
TOP OF JT.
EL.=98'-0"±
SLOPE DN.
(N) 4" CONC. SLAB-
ON-GRADE
(N) EXPANSION JT.
(E) 12"± SITE
WALL
T.O. SLAB
EL. VARIES
T.O.C.
EL.=99'-4 1/2"±
(E) CONSTR. JT.
/2
1' - 0" ±
TOP OF JT.
EL.=98'-0"±
(E) 5"± CONC. SLAB ~ SHORE
SLAB (600 PLF) , DEMOLISH TOP
OF (E) WALL/SLAB DOWN TO (E)
CONSTR. JT. PRESERVE
VERTICAL BARS IN (E) WALL AND
CLEAN ALL (E) REINFORCING
(E) CONST. JT.
(E) 12"± CONC. WALL ~ SHORE TOP OF
WALL BELOW (E) CONSTRUCTION JOINT
PRIOR TO DEMOLITION OF SLAB ~
SHORING LOAD 4000 POUNDS PER
LINEAR FOOT ~ SHORING TO REMAIN
UNTIL (N) SLAB HAS REACHED 100% OF
ITS SPECIFIED COMPRESSIVE
STRENGTH
N
(N) 4" CONC. SLAB-
ON-GRADE
T.O. SLAB
EL. VARIES
(N) CONT. DOWELED
EXPANSION JT.
#4x1'-6" SMOOTH DOWELS
@ 18" O.C. W/ CAP,
LUBRICATED
DOWEL BASKETS
SLOPE DN.
/2
8" ± 4" ±
1' - 0" ±
TOP OF JT.
EL.=98'-0"±
2-#5 CONT. TOP & BOT.
#4x3'-0" @ 12" O.C.
DRILL & EPOXY 8"
MIN. INTO (E) SLAB
F Fa G
T.O. SLAB
EL.= 86'-10"±
600S162-54 STUDS @ 16" O.C.
W/ CONT. BOT. 600T125-54
TRACK ~ PROVIDE CONT. 3"
DEFLECTION TRACK @ TOP
(E) INTERIOR WALL
0.157"Øx1-1/14" P.A.F'S. @
16" O.C., TYP.
CONT. L5x3x1/4 (LLV)
CONT. C10x15.3
PL. 1/2"x4"x6" W/ (2)
3/4"Ø BOLTS, TYP.
(E) CONC. SLAB
(E) CONC BM.
(N) 5" L.W. CONC. SLAB
ON 1-1/2" STL. DECK
(E) CONC. SLAB
CONT. C10x15.3 W/ (2) 5/8"Øx4" SCREW
ANCORS @ 2'-6" O.C.
C10x15.3 @ 5'-0" O.C. W/ (3) 5/8"Øx4"
SCREW ANCHORS @ 2'-0" O.C., TYP.
3/16 3-12
5/8" 6"
5 3/8"
1' - 6" 1' - 6" 1' - 0"
5/8"
3 5/8"
(E) CONST. JT.
(E) 12"± CONC. WALL ~ SHORE TOP OF
WALL BELOW (E) CONSTRUCTION JOINT
PRIOR TO DEMOLITION OF SLAB ~
SHORING LOAD 4000 POUNDS PER
LINEAR FOOT ~ SHORING TO REMAIN
UNTIL (N) SLAB HAS REACHED 100% OF
ITS SPECIFIED COMPRESSIVE
STRENGTH
(N) 4" CONC. SLAB-
ON-GRADE
T.O. SLAB
EL. VARIES
DEMOLISH TOP OF (E) WALL/SLAB
DOWN TO (E) CONSTR. JT.
PRESERVE VERTICAL REINF. AND
CLEAN ALL (E) REINFORCING
/2
TOP OF JT.
EL.=98'-0"±
2-#5 CONT. TOP & BOT.
N
DEMOLISH (E) 1-10"x11"±
CONC. EDGE BEAM ~
INSTALL (N) CONC.
EDGE BM. W/ 2-#4 CONT.
TOP & BOT. W/ #3 TIES
@ 10" O.C.
(E) CONST. JT.
(E) 12"± CONC. WALL ~ SHORE TOP OF
WALL BELOW (E) CONSTRUCTION JOINT
PRIOR TO DEMOLITION OF SLAB ~
SHORING LOAD 4000 POUNDS PER
LINEAR FOOT ~ SHORING TO REMAIN
UNTIL (N) SLAB HAS REACHED 100% OF
ITS SPECIFIED COMPRESSIVE
STRENGTH
(N) 4" CONC. SLAB-
ON-GRADE
T.O. SLAB
EL.VARIES
(N) CONT. DOWELED
EXPANSION JT.
#4x1'-6" SMOOTH DOWELS
@ 18" O.C. W/ CAP,
LUBRICATED
DOWEL BASKETSTOP OF (E)
CONSTR. JT.
EL.=98'-0"±
DEMOLISH TOP OF (E) WALL/SLAB
DOWN TO (E) CONSTR. JT.
PRESERVE AND CLEAN ALL (E)
REINFORCING
2-#5 CONT.
TOP & BOT.
2-#4 BOT. W/ 2'-0"
MIN. PROJ.
2'-11" 1' -1
0"
1'-0"
2-#4x4-0" TOP W/ 2'-0"
MIN. PROJ.
(E) CONC BM.
DEMOLISH (E) CONC. EDGE BM.
AT FACE OF (E) CONC. BM.
PRESERVE HORIZ. REINFORCING
T.O. SLAB
EL.= 99'-10"±
SLOPE DN.
Sheet
ID:
Sheet
S ym b R e vi si on s/ A dd en da D a te
A pp r
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SET
ATS
DE
TI
N
U Y M
E
ADCA
ECROF
S C
A L
E
A -E
P R
O
JE
C T
M G
R
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T
N O
W
F
-2
-R -0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
STRUCTURAL ENGINEERS, INC.
MGA
115 SOUTH WEBER STREET, SUITE 101
WWW.MGASE.COM
(719) 635-4473
COLORADO SPRINGS, CO. 80903
AM
#0
G
EN
. R
EV
IS
IO
N S
/2
4/
A s i n d ic a te d
S-205
X Q
P Z
-2
R E
P A
IR
C
A D
E T
F
IE
L D
H O
U S
E P
H A
S E
FOR ADVERTISEMENT
F R
A M
IN
G
S E
C T
IO
N
S
S
P O
W E
L L
J U
L Y
J .D
IE
T
R
IC
H J
.C A
L L
A H
A N
J C
A L
L A
H A
N
-0
S -2
.d w g
SCALE 1/2" = 1'-0"
TYPICAL EXTERIOR CONCRETE STAIR
SCALE 1/2" = 1'-0"
TYPICAL SLAB REPLACEMENT @ EXTERIOR WALL
SCALE 1/2" = 1'-0"
TYPICAL EXTERIOR CONCRETE RAMP
SCALE 1/2" = 1'-0"
SLAB EDGE @ (E) SITE WALL
SCALE 1/2" = 1'-0"
TYPICAL SLAB REPLACEMENT @ GRID LINES 1 & 11
SCALE 3/4" = 1'-0"
TYPICAL STORAGE ROOM FLOOR SECTION
SCALE 1/2" = 1'-0"
SLAB EDGE @ (E) SITE WALL
SCALE 1/2" = 1'-0"
TYPICAL EXISTING BEAM CONNECTION @ CONCOURSE
T.O. WALL
EL.=98'-0"
T.O.C.
EL. VARIES
DEMO (E) CONC. WALL ~
PRESERVE ALL VERTICAL
REINFORCING
B.O. WALL
EL.=86'-10"
(E) VERT. REINF.
(N) #4 HORIZ. @
12" O.C.
SHORE TOP OF WALL BELOW
CONSTRUCTION JOINT PRIOR TO
BEGINNING BACKFILL ~ SHORING LOAD
4000 POUNDS PER LINEAR FOOT ~
SHORING TO REMAIN UNTIL (N) SLAB
HAS REACHED 100% OF ITS SPECIFIED
COMPRESSIVE STRENGTH
3-#4 HORIZ.
#4 @ 16" O.C.
5'-0"
V A
R
IE
S
RAILING SEE
ARCH. DWGS.
(N) PLAZA SLAB
SEE PLAN
#5 VERT. DWLS. @ 9" O.C.
E.F. W/ 18" PROJ.
1'-0"
6"
1' - 0"
2-#5 CONT.
REMOVE AN REPLACE
EXISTING SITE STAIR AND
RAILING SEE ARCH. DWGS.
B.O. WALL
EL.=82'-10"±
V A
R
IE
S
1' - 0" ±
(N) PLAZA SLAB
SEE PLAN
(N) CONC. TIE
BEAM
(N) 4" CONC.
RAMP
#4x4'-0" HORIZ. DWLS W/
2'-0" PROJ. @ 12" O.C.
2-#5 CONT.
TOP & BOT.
T.O. SLAB
EL. SEE PLAN
1' - 0"
/2
T.O. WALL
EL.=98'-0"
T.O.C.
EL. VARIES
2'-6"
RAILING SEE ARCH.
DWGS., TYP.
(N) CONC. TIE
BEAM
2-#5x4'-6" HORIZ.
DWLS. W/ 2'-0" PROJ.
TOP & BOT. E.F.
S-205
(E) 12"± CONC. WALL
S-206
2-#5x4'-6" HORIZ.
DWLS. W/ 2'-0" PROJ.
TOP & BOT. E.F.
#5 TIES @ 16" O.C.
1'-2"
6-#5 CONT. (3-EA. FACE)
V A
R
IE
S
T.O.C.
EL. VARIES
RAILING SEE
ARCH. DWGS.
(N) PLAZA RAMP
SEE PLAN
6"
1' - 0"
#5 TIES @ 16" O.C.
1'-2"
6-#5 CONT. (3-EA. FACE)
T.O. SLAB
EL. VARIES
T.O. WALL
EL.=98'-0"
V A
R
IE
S
V A
R
IE
S
(E) CONC. WALL
(N) CONC. WALL
#5x2'-8" @ 16" O.C.
DRILL & EPOXY INTO
(E) WALL 8" MIN.
T.O. WALL
EL. = 99'-8 1/2"±
TYP.
2'-6"
(N) CONC. TIE
BEAM, TYP.
2-#5x4'-6" HORIZ. DWLS.
W/ 2'-0" PROJ. TOP &
BOT. E.F.
#5x2'-6" HORIZ. DWLS.
TOP & BOT. E.F. DRILL
& EPOXY 8" MIN. INTO
(E) CONC. WALL, TYP.
(E) 12"± CONC. WALL, TYP.
RAILING SEE ARCH. DWGS, TYP.
(N) PLAZA SLAB-
ON-GRADE
(N) 3/8" EXPANSION JT.
(N) CONC. RAMP SECTION ~
DEMO (E) RAMP AS REQUIRED
FOR TIE BEAM INSTALLATION
S-206
(N) CONC. RAMP
CONC. TIE BM.
2-#5 CONT. TOP & BOT.
(E) CONC. RAMP ~ DEMO
AS REQUIRED FOR TIE
BEAM INSTALLATION
#4x2'-0" @ 12" O.C. DRILL
& EPOXY INTO (N) SLAB
6" MIN., TYP.
Sheet
ID:
Sheet
S ym b R e vi si on s/ A dd en da D a te
A pp r
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SET
ATS
DE
TI
N
U Y M
E
ADCA
ECROF
S C
A L
E
A -E
P R
O
JE
C T
M G
R
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T
N O
W
F
-2
-R -0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
STRUCTURAL ENGINEERS, INC.
MGA
115 SOUTH WEBER STREET, SUITE 101
WWW.MGASE.COM
(719) 635-4473
COLORADO SPRINGS, CO. 80903
AM
#0
G
EN
. R
EV
IS
IO
N S
/2
4/
/2
S-206
X Q
P Z
-2
R E
P A
IR
C
A D
E T
F
IE
L D
H O
U S
E P
H A
S E
FOR ADVERTISEMENT
F R
A M
IN
G
S E
C T
IO
N
S
S
P O
W E
L L
J U
L Y
C h e c k e r
A u th o r
D e s ig n e r
-0
S -2
.d w g
SCALE 1/2" = 1'-0"
(N) WALL AT PLAZA EAST
SCALE 1/2" = 1'-0"
TIE BEAM AT UPPER RAMP
SCALE 1/2" = 1'-0"
TIE BEAM AT UPPER RAMP
SCALE 1/2" = 1'-0"
(N) WALL AT PLAZA EAST RAMP
SCALE 1/2" = 1'-0"
(N) WALL CONNECTION AT PLAZA EAST
SCALE 1/2" = 1'-0"
INTERMEDIATE TIE BEAMS EAST PLAZA RAMP
SCALE 1/2" = 1'-0"
TIE BEAM SECTION
ENTIRE SHEET ADDED
1x
B
C
D
E
Fa
H
2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
G
F
AD401
AD401
1 1
3 3
AD401
AD401
AD300
OPTION #1
7 6A
5C
5B
5A
1A
8A
00A
00B
2A
6B
6 6
AD408
AD501
AD501
5F
5D
5E 4A
4B 3
AD412
1 OPTION #2
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
1/
'-0
AD101
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
M U
LT
IP
U R
PO
SE
L
EV
EL
D
EM
O
P
LA
N
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A D1
.d w g
DEMOLITION KEYNOTES
1 DEMO AND REMOVE EXISTING RESILIENT SURFACE AND BASE
COURSES, CONSISTING OF ± 2-1/2" OF BITUMINOUS OVER 4"
STABILIZED AGGREGATE BASE, SEE DETAIL 1/AD-500.
SCALE 1/16" = 1'-0"1 MULTIPURPOSE LEVEL - DEMO PLAN
EXISTING 6" CONCRETE SLAB TO REMAIN, PROTECT AS NEEDED
DURING CONSTRUCTION.
DEMO AND REMOVE EXISTING SYNTHETIC TURF AND BASE COURSES,
CONSISTING OF 3/8" ACRYLIC PAD OVER ± 2-1/2" OF BITUMINOUS
COURSES OVER 4" STABILIZED AGGREGATE BASE, SEE DETAIL
1/AD501.
DEMO AND REMOVE EXISTING RESILIENT SURFACE OVER CONCRETE.
UNDERLYING CONCRETE SLAB TO REMAIN.
5 DEMO AND REMOVE EXISTING NET AND CABLE SYSTEM IN THEIR
ENTIRETY
0 8' 16' 32'
N
KEY PLAN
4. SEE AD500 FOR EXISTING FLOOR DETAILS
5. CONTRACTOR TO ASSUME THAT ALL WALLS EXTEND TO BOTTOM
OF STRUCTURE ABOVE
2. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, MASONRY,
OR CONCRETE WALL, UNLESS NOTED OTHERWISE.
1. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION/
CONSTRUCTION WASTE - SEE USAFA REQUIREMENTS.
GENERAL NOTES
3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS/
SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THEIR
RESPECTIVE DISCIPLINES.
6. DUE TO THE UNCERTAINTY OF THE LOCATIONS OF
EXISTING IN-SLAB AND UNDERGROUND COMPONENTS
OF THE MULTIPURPOSE LEVEL, THE CONTRACTOR IS TO
PERFORM GROUND PENETRATING RADAR (GPR), OR
SIMILAR, AT ALL LOCATIONS WHERE EXISTING
CONCRETE SLABS OR TRACK SURFACE ARE TO BE
DEMOLISHED. CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING ALL IN-SLAB AND UNDERGROUND
COMPONENTS OF MULTIPURPOSE LEVEL (INCLUDING,
BUT NOT LIMITED TO, STRUCTURAL REINFORCEMENT,
PIPING, ELECTRICAL CONDUIT RUNS, ETC.) PRIOR TO
THE START OF WORK. CONTRACTOR SHALL
COORDINATE ANY CONFLICTS WITH ARCHITECT.
6 EXISTING DRINKING FOUNTAIN TO BE REMOVED AND
REPLACED; RE: PLUMBING FOR ADDITIONAL
INFORMATION.
7 REMOVE RUBBER FLOOR FINISH AT STAIRS AND STAIR LANDING
FLOOR FINISH, AND PREPARE FOR NEW FLOOR FINISH. STAIR
MASTIC CONTAINS ASBESTOS; RE: REPORT FOR DETAILS.
8 EXISTING ELEVATOR TO BE UPGRADED AS PART OF BID OPTION #2.
EXISTING SHAFT, POWER FREIGHT DOORS, RAILS AND EQUIPMENT
IN ELEVATOR PIT TO REMAIN, PROTECT AS REQUIRED. ELEVATOR
CAB FLOOR TO REMAIN. ELEVATOR CAB WALLS AND CEILING TO BE
REMOVED AND REPLACED.
B
C
D
E
Fa
H
2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
G
F
1TYP.
1 TYP.
AD501
TYP.
AD501
TYP.
AD501 TYP.4
AD411
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
1/
'-0
AD107
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
C
AT
W
AL
K
LE
VE
L
FL
O
O R
P
LA
N N
O R
TH
O
PT
IO
N
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A D1
.d w g
SCALE 1/16" = 1'-0"1 CATWALK LEVEL DEMO PLAN NORTH - OPTION #1
0 8' 16' 32'
N
1 DEMO AND REMOVE EXISTING STEEL ANGLE HANDRAIL AT ALL
CATWALKS/PLATFORMS; RE: DETAILS FOR MEMBER SIZES.
DEMOLITION KEYNOTES
4. CONTRACTOR TO ASSUME THAT ALL WALLS EXTEND TO BOTTOM
OF STRUCTURE ABOVE
2. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, MASONRY,
OR CONCRETE WALL, UNLESS NOTED OTHERWISE.
1. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION/
CONSTRUCTION WASTE - SEE USAFA REQUIREMENTS.
GENERAL NOTES
3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS/
SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THEIR
RESPECTIVE DISCIPLINES.
5. ALL EXISTING CATWALK MEMBERS AND RAILINGS ARE PAINTED
WITH LEAD-BASED PAINT; RE: G-004 AND SPECIFICATIONS.
6. WHERE WELDING OR CLAMP ATTACHMENT IS REQUIRED AT
EXISTING ROOF TRUSSES AND/OR SWAY BRACING, THE
INTUMESCENT COATING SHALL BE REMOVED TO EXPOSE THE
UNDERLYING STEEL SURFACE. FOLLOWING INSTALLATION OF THE
ATTACHMENT CONTRACTOR SHALL INSTALL NEW INTUMESCENT
COATING TO COVER THE DISTURBED AREA IN THE REQUIRED
THICKNESS TO ADHERE ONE HOUR PROTECTION OF THE STEEL.
CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE
ADJACENT INTUMESCENT COATING. SEE G-004 FOR ADDITIONAL
REQUIREMENTS.
7. SEE AD105 FOR DEMOLITION OF EXISTING MECHANICAL
EQUIPMENT INCLUDED AS PART OF BASE BID WORK.
KEY PLAN
2 DEMO AND REMOVE EXISTING PORTION OF CATWALK TO
ACCOMMODATE NEW EGRESS LADDER; RE: STRUCTURAL
8. ALL EXISTING SYSTEMS AND APPURTENANCES ATTACHED TO
THE EXISTING CATWALK RAILING SHALL REMAIN OPERATIONAL TO
THE EXTENT POSSIBLE. ANY EXISTING EQUIPMENT, CONDUIT,
FIXTURES/DEVICES, ETC. CURRENTLY AFFIXED TO THE EXISTING
RAILING SHALL BE REMOVED, TEMPORAILY SUPPORTED AND
REINSTALLED ON THE NEW HANDRAIL SYSTEM. CONTRACTOR TO
REINSTALL ALL ITEMS TO OUTSIDE OF THE RAILING TO MAINTAIN
REQUIRED 22" CLEARANCE FOR EGRESS. ANY SYSTEMS OR
COMPONENTS THAT WILL NEED TO BE SHUT DOWN TO COMPLETE
THE WORK WILL NEED TO BE COORDINATED WITH AND APPROVED
BY THE ATHLETIC DEPARTMENT
Fa
H
J
K
L
M
N
2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
G
Ja
La
1 AD501
TYP.
AD501 TYP.4
TYP.
TYP.
1 TYP.
1 TYP.
AD411
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
1/
'-0
AD108
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
C
AT
W
AL
K
LE
VE
L
FL
O
O R
P
LA
N S
O U
TH
O
PT
IO
N
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A D1
.d w g
SCALE 1/16" = 1'-0"1 CATWALK LEVEL DEMO PLAN SOUTH - OPTION #1
0 8' 16' 32'
N
DEMOLITION KEYNOTES
4. CONTRACTOR TO ASSUME THAT ALL WALLS EXTEND TO BOTTOM
OF STRUCTURE ABOVE
2. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, MASONRY,
OR CONCRETE WALL, UNLESS NOTED OTHERWISE.
1. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION/
CONSTRUCTION WASTE - SEE USAFA REQUIREMENTS.
GENERAL NOTES
3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS/
SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THEIR
RESPECTIVE DISCIPLINES.
DEMO AND REMOVE EXISTING STEEL ANGLE HANDRAIL AT ALL
CATWALKS/PLATFORMS; RE: DETAILS FOR MEMBER SIZES.
5. ALL EXISTING CATWALK MEMBERS AND RAILINGS ARE PAINTED
WITH LEAD-BASED PAINT; RE: G-004 AND SPECIFICATIONS.
6. WHERE WELDING OR CLAMP ATTACHMENT IS REQUIRED AT
EXISTING ROOF TRUSSES AND/OR SWAY BRACING, THE
INTUMESCENT COATING SHALL BE REMOVED TO EXPOSE THE
UNDERLYING STEEL SURFACE. FOLLOWING INSTALLATION OF THE
ATTACHMENT CONTRACTOR SHALL INSTALL NEW INTUMESCENT
COATING TO COVER THE DISTURBED AREA IN THE REQUIRED
THICKNESS TO ADHERE ONE HOUR PROTECTION OF THE STEEL.
CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE
ADJACENT INTUMESCENT COATING. SEE G-004 FOR ADDITIONAL
REQUIREMENTS.
2 DEMO AND REMOVE EXISTING WOOD PULL DOWN ACCESS LADDER
AND ASSOCIATED HARDWARE IN THEIR ENTIRETY AT EXISTING
PRESSBOX.
7. SEE AD106 FOR DEMOLITION OF EXISTING MECHANICAL
EQUIPMENT INCLUDED AS PART OF BASE BID WORK.
KEY PLAN
3 EXISTING JUMBOTRON WITH ALL ACCOMPANYING DEVICES AND
COMPONENTS TO REMAIN, PROTECT AS REQUIRED
8. ALL EXISTING SYSTEMS AND APPURTENANCES ATTACHED TO
THE EXISTING CATWALK RAILING SHALL REMAIN OPERATIONAL TO
THE EXTENT POSSIBLE. ANY EXISTING EQUIPMENT, CONDUIT,
FIXTURES/DEVICES, ETC. CURRENTLY AFFIXED TO THE EXISTING
RAILING SHALL BE REMOVED, TEMPORAILY SUPPORTED AND
REINSTALLED ON THE NEW HANDRAIL SYSTEM. CONTRACTOR TO
REINSTALL ALL ITEMS TO OUTSIDE OF THE RAILING TO MAINTAIN
REQUIRED 22" CLEARANCE FOR EGRESS. ANY SYSTEMS OR
COMPONENTS THAT WILL NEED TO BE SHUT DOWN TO COMPLETE
THE WORK WILL NEED TO BE COORDINATED WITH AND APPROVED
BY THE ATHLETIC DEPARTMENT
5 5 5 5
AD500
AD500
________ _ _____________ _____________ TYP.
AD500
AD500
5 TYP.AD500
5 TYP.
AD500 1AD500 1 AD500 1
TYP.TYP.TYP.
AD500
AD500
AD500
AD431
OPTION #10
AD500
AD500
CADET FIELD HOUSE
BLDG 2169
AD430
AD430
AD430
AD430
12 TYP.
AD500
AD500
A
11x
AD500
SIM.
TYP.
1x
A
11 TYP.
AD500
AD500
SIM.
SIM.
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
As in di ca te d
AD430
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
EN
LA
R G
ED
D
EM
O
S
IT
E
PL
AN
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A D4
.d w g
DEMO EXISTING CONCRETE SLAB TO EXTENTS SHOWN. SLAB
IS 4" THICK AND IS REINFORCED WITH 4x4 WWF.
EXISTING METAL RAILING TO BE REMOVED AND REPLACED.
SAWCUT METAL BALUSTERS AT TOP OF CONCRETE AND
CORE DRILL CONCRETE W/ 6" DIAMETER CORE BIT CENTERED
ON EMBEDDED BALUSTER. CORE DRILL TO A DEPTH OF
APPROX. 8" TO EXTEND CORE JUST PAST 4"x4" WELDED BASE
PLATE. REMOVE CONCRETE CORE AND REMAINING
EMBEDDED PORTION OF BALUSTER.
DEMO AND REMOVE EXISTING CONCRETE STAIRS AND
METAL RAILINGS IN THEIR ENTIRETY; RE: CIVIL. PROTECT
ADJACENT EXISTING CONCRETE RETAINING WALLS AS
REQUIRED THROUGH DURATION OF CONSTRUCTION.
SCALE 1/16" = 1'-0"1 SOUTH ENTRANCE PLAZA DEMO PLAN
EXISTING MANHOLE COVER TO REMAIN, PROTECT AS REQUIRED4
EXISTING CLEAN OUT TO REMAIN, PROTECT AS REQUIRED5
DEMO AND REMOVE EXISTING DELIVERY GATE WITH
EXISTING RAILING; PREP AREA FOR REINSTALLATION OF
NEW DELIVERY GATE AT SAME LOCATION
0 8' 16' 32'
N
DEMOLITION KEYNOTESGENERAL NOTES
1. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION/ CONSTRUCTION WASTE -
SEE USAFA REQUIREMENTS.
SAW CUT AND REMOVE EXISTING CONCRETE RAMP; RE: CIVIL7
2. SEE CIVIL SHEETS FOR ADDITIONAL SITE DEMO LOCATIONS.
EXISTING FIRE DEPARTMENT CONNECTIONS, PIPE BOLLARDS
AND SURROUNDING CONCRETE SLAB TO REMAIN, PROTECT
AS REQUIRED. SEE AS402
EXISTING ACCESSIBLE CONCRETE RAMP, CONCRETE WALLS, AND
WALL MOUNTED CIRCULAR HAND RAILING TO BE REMOVED AND
REPLACED AS PART OF BID OPTION #10. CONTRACTOR RESPONSIBLE
FOR MAINTAINING AN APPROPRIATE ACCESSIBLE ROUTE INTO
BUILDING PER ADA REQUIREMENTS THROUGHOUT DURATION
CONSTRUCTION; COORDINATE WITH ATHLETIC DEPARTMENT.
NOT TO SCALE5 ARCHITECTURAL SITE KEY PLAN
SCALE 1/16" = 1'-0"4 WEST M.P. ENTRANCE DEMO PLAN
0 8' 16' 32'
N
N
3. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL THOROUGHLY INSPECT
ALL AREAS OF EXISTING CONCRETE SLAB DEMOLITION AND ALL EXISTING RETAINING
WALLS TO BE AFFECTED BY AND/OR ADJACENT TO THE DEMOLITION OF THE FIELD
HOUSE PLAZA. ALL FINDINGS, INCLUDING BUT NOT LIMITED TO, MAJOR CRACKING,
DISCREPANCIES IN DRAWINGS, ETC. SHALL BE REPORTED IMMEDIATELY TO THE
ARCHITECT AND STRUCTURAL ENGINEER. CONTRACTOR SHALL NOT START ANY
DEMOLITION OF THE PLAZA WITHOUT COORDINATING FINDINGS FROM FIELD
INSPECTION WITH ARCHITECT AND STRUCTURAL ENGINEER.
4. EXISTING CONCRETE SLAB, CONCRETE STAIRS, AND CONCRETE RAMPS AT THE FIELD
HOUSE PLAZA ARE STRUCTURALLY TIED-IN TO THE ADJACENT CONCRETE RETAINING
WALLS. ALL EXISTING CONCRETE RETAINING WALLS ARE REQUIRED TO BE TEMPORARILY
SHORED AND/OR BRACED PRIOR TO THE START OF PLAZA DEMOLITION AND
THROUGHOUT CONSTRUCTION; RE: STRUCTURAL DRAWINGS. ALL SHORING/ BRACING
SHALL BE COORDINATED WITH AND APPROVED BY THE STRUCTURAL ENGINEER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ACCESS INTO THE
BUILDING DURING DEMOLITION AND CONSTRUCTION OF THE FIELD HOUSE PLAZA WITH
THE ATHLETIC DEPARTMENT.
EXISTING RAILING TO REMAIN, PROTECT AS REQUIRED.12
SCALE 1/16" = 1'-0"2 NORTHEAST M.P. ENTRANCE DEMO PLAN
0 8' 16' 32'
N
SCALE 1/16" = 1'-0"3 NORTHWEST M.P. ENTRANCE DEMO PLAN
0 8' 16' 32'
N
DEMO AND REMOVE EXISTING WALL AND STAIR MOUNTED
HANDRAILING. STAIR MOUNTED RAILING DEMO SIM. TO KEYNOTE #2
EXISTING PIPE BOLLARDS TO REMAIN, PROTECT AS REQUIRED.11
26' - 0" +/- 14' - 6" +/-
AD5001
AD5001 1
AD500
TYP.
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
1/ 4"
'-0
AD431
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
EN
LA
R G
ED
D
EM
O
S
IT
E
PL
AN
O
PT
IO
N
#1
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A D4
.d w g
SCALE 1/4" = 1'-0"1 ENLARGED EAST PLAZA RAMP DEMO PLAN
DEMO EXISTING CONCRETE SLAB TO EXTENTS SHOWN WITH
DIAGONAL HATCH. SLAB IS 4" THICK AND IS REINFORCED WITH 4x4
WWF. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS.
DEMO AND REMOVE EXISTING CONCRETE STAIRS AND METAL
RAILINGS IN THEIR ENTIRETY; RE: CIVIL.
DEMOLITION KEYNOTES GENERAL NOTES
1. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION/ CONSTRUCTION WASTE -
SEE USAFA REQUIREMENTS.
2. SEE CIVIL SHEETS FOR ADDITIONAL SITE DEMO LOCATIONS.
EXISTING ACCESSIBLE CONCRETE RAMP, CONCRETE WALLS, AND
WALL MOUNTED CIRCULAR HAND RAILING TO REMOVED AND
REPLACED; RE: STRUCTURAL AND CIVIL FOR ADDITIONAL
REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR MAINTAINING AN
APPROPRIATE ACCESSIBLE ROUTE INTO BUILDING PER ADA
REQUIREMENTS THROUGHOUT DURATION CONSTRUCTION;
COORDINATE WITH ATHLETIC DEPARTMENT.
3. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL THOROUGHLY INSPECT
ALL AREAS OF EXISTING CONCRETE SLAB DEMOLITION AND ALL EXISTING RETAINING
WALLS TO BE AFFECTED BY AND/OR ADJACENT TO THE DEMOLITION OF THE FIELD
HOUSE PLAZA. ALL FINDINGS, INCLUDING BUT NOT LIMITED TO, MAJOR CRACKING,
DISCREPANCIES IN DRAWINGS, ETC. SHALL BE REPORTED IMMEDIATELY TO THE
ARCHITECT AND STRUCTURAL ENGINEER. CONTRACTOR SHALL NOT START ANY
DEMOLITION OF THE PLAZA WITHOUT COORDINATING FINDINGS FROM FIELD
INSPECTION WITH ARCHITECT AND STRUCTURAL ENGINEER.
4. EXISTING CONCRETE SLAB, CONCRETE STAIRS, AND CONCRETE RAMPS AT THE FIELD
HOUSE PLAZA ARE STRUCTURALLY TIED-IN TO THE ADJACENT CONCRETE RETAINING
WALLS. ALL EXISTING CONCRETE RETAINING WALLS ARE REQUIRED TO BE TEMPORARILY
SHORED AND/OR BRACED PRIOR TO THE START OF PLAZA DEMOLITION AND
THROUGHOUT CONSTRUCTION; RE: STRUCTURAL DRAWINGS. ALL SHORING/ BRACING
SHALL BE COORDINATED WITH AND APPROVED BY THE STRUCTURAL ENGINEER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ACCESS INTO THE
BUILDING DURING DEMOLITION AND CONSTRUCTION OF THE FIELD HOUSE PLAZA WITH
THE ATHLETIC DEPARTMENT.
PLAZA DEMO IN AREA SHOWN CROSSHATCHED IS PART OF THE
BASE BID; RE: AD430.
0 2' 4' 8'
6" CONCRETE SLAB
SYNTHETIC TURF ON POLYURETHANE
SURFACE DEPENDING ON LOCATION
1" BITUMINOUS SURFACE COURSE
1 1/2" BITUMINOUS BINDER COURSE
4" STABILIZED AGGREGATE BASE COURSE
CONCRETERESILIENT
SURFACE
RESILIENT
SURFACING
SUBSTRUCTURE
NOTE:
FOR REFERENCE ONLY. CONTRACTOR
SHALL VERIFY ACTUAL SITE CONDITIONS
IN FIELD.
DEMO AND REMOVE EXISTING
CARPET AND UNDERLYING
CONCRETE SEAT
DEMO AND REMOVE EXISTING CMU
WALL BASE; GRIND EXISTING
CONCRETE SLAB SMOOTH AND
LEVEL AS REQUIRED.
DEMO AND REMOVE EXISTING
WOOD LOCKER IN ITS ENTIRETY
5'
- 1
0" 1'
- 6
7'
- 4
6" ±
6"
EXISTING H.M. DOOR AND HARDWARE
TO REMAIN. PROTECT AS REQUIRED
DEMO AND REMOVE EXISTING STEEL
CURB NOSING AT EXTERIOR
SAWCUT AND REMOVE SECTION OF
EXISTING EXTERIOR CONCRETE CURB
DOWN TO SLAB-ON-GRADE. GRIND
EXISTING S.O.G. SMOOTH AND PREP
FOR NEW CONCRETE RAMP
EXISTING CONCRETE SLAB TO REMAIN
U.N.O., PROTECT AS REQUIRED
REMOVE 2"x2" STEEL ANGLE
HANDRAIL
REMOVE L2-1/2x2-1/2x1/4 RAIL
POSTS @ 4'-0" O.C., TYP.
REMOVE 4" STEEL KICKPLATE
CL TO CL
5' - 0"
EXISTING FLOOR FRAMING
TO REMAIN.
*NOTE: LEAD BASED PAINT WAS DETECTED AT
THE CATWALK LEVEL. SEE HAZMAT SHEETS AND
G-004 FOR LOCATIONS AND REQUIREMENTS.
REMOVE INTERMEDIATE RAIL
PLATE @ MID-HEIGHT, TYP
DEMO AND REMOVE EXISTING
PORTION OF CATWALK RAILING,
SEE G-004 FOR ADDITIONAL
LEAD BASE PAINT INFORMATION
EXISTING CATWALK,
PROTECT AS REQUIRED
EXISTING CATWALK,
PROTECT AS REQUIRED
5'
- 0
" AD5014
DEMO AND REMOVE EXISTING
CARPET FINISH
EXISTING CMU WALL BASE TO
REMAIN, PROTECT AS REQUIRED
REMOVE AND RETAIN EXISTING
LOCKER FOR REINSTALLATION;
COORDINATE WITH ATHLETIC
DEPARTMENT
EXISTING CONCRETE SEAT TO
REMAIN, PROTECT AS
REQUIRED; PREP FOR NEW
CARPET FINISH
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
As in di ca te d
AD501
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
D
EM
O D
ET
AI
LS
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A D5
.d w g
SCALE 1 1/2" = 1'-0"1 DETAIL AT EXISTING MULTIPURPOSE FLOOR CONDITIONS
0 1' 2'
SCALE 3/4" = 1'-0"3 TYP. STAFF LOCKER DEMO SECTION
0 1' 2'
SCALE 3" = 1'-0"2 TYP. DEMO AT MULTIPURPOSE DOOR SILL
0 1' 2'
SCALE 1 1/2" = 1'-0"4 RAILING DEMO DETAIL (ELEV. @ OUTSIDE FACE OF CATWALK)
0 1' 2'0 1/2' 1' 2'
SCALE 1" = 1'-0"6 ENLARGED LIGHT PLATFORM DEMO PLAN
SCALE 3/4" = 1'-0"5 TYP. CARPET DEMO @ STAFF LOCKER
0 1' 2'
NOT TO SCALE7 STAFF LOCKER REFERENCE DETAILS
*NOTE: ALL EXISTING SYSTEMS AND APPURTENANCES ATTACHED TO THE EXISTING CATWALK RAILING SHALL REMAIN OPERATIONAL TO THE EXTENT POSSIBLE. ANY EXISTING EQUIPMENT, CONDUIT, FIXTURES/DEVICES, ETC. CURRENTLY AFFIXED TO THE EXISTING RAILING SHALL BE REMOVED, TEMPORAILY SUPPORTED AND REINSTALLED ON THE NEW HANDRAIL SYSTEM. CONTRACTOR TO REINSTALL ALL ITEMS TO OUTSIDE OF THE RAILING TO MAINTAIN REQUIRED 22" CLEARANCE FOR EGRESS. ANY SYSTEMS OR COMPONENTS THAT WILL NEED TO BE SHUT DOWN TO COMPLETE THE WORK WILL NEED TO BE COORDINATED WITH AND APPROVED
BY THE ATHLETIC DEPARTMENT .
JAN. CLOSET
MECH. EQUIP. RM
MECH. EQUIP. RM
ELEC. EQUIP. RM.
6A
OFFICE
5C
TELE RM.
5B
ELEC.
5A MECH/ ELEC
ROOM
MECH ELEC
ROOM
FAMILY
RESTROOM
1A
1x
A
B
C
D
E
Fa
H
2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
G
F MECH
00A
MECH
00B
MECH
HALL
EXIST. STORAGE
EXIST. STORAGE
ELEC. EQUIP
6B
TRAINING ROOM
8A
OFFICE
8B
STORAGE
8C
EQUIPMENT
STORAGE
4H VIDEO ROOM
4F
CLOTHING
STORAGE
4G
TRACK TEAM
ROOM
4E
MECH ROOM
2A
HALL
3MENS RESTROOM
4C
HALL
4D
STORAGE
14D
STORAGE
14C
STORAGE
14B
STORAGE
14A
A-401
A-401
WOMENS
RESTROOM
4B
JAN. CLOSET
4A
A-2022
A-202 1
A-202
A-407 3 A-407
2UNISEX
RESTROOM
A-732
A-300
4.3C
4.3C 4.3C
4.3C
4.3C
4.3C
14A
14B
14C
14D
A-408
A-402
A-402
A-304
OPTION #1
A-730
A-730
________ _ _____________ _____________ 1 A-730
A-731
________ _ _____________ _____________ 1 A-731
A-731
A-732
A-732
10' - 2"
3 2
A-200 2
A-2001
A-412
1 OPTION #2
A-732
A-730
SIM.
A-731
________ _ _____________ _____________ SIM.
A-202
MULTIPURPOSE
ROOM
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY INFORMATION
SC
AL
E:
A- E
PR
O
JE
CT
M G
R:
SO
LI
CI
TA
TI
O
N
NO
FI
LE
N
AM
E:
DW
N
BY
CK
D
BY
DE
SI
G
NE
D
BY
DA
TE
FI
LE
N
UM
BE
R:
CO
NT
RA
CT
N O
W
F-
-R
-0
102 EAST MORENO
AVENUE
COLORADO SPRINGS
COLORADO
80903-3918
719.473.7063 www.hbaa.com
US Army Corps of Engineers ®
AM
#0
-G
EN
. R
EV
ISI
ON
S
/24
/22
1/
'-0
A-101
XQ
PZ
-2
R
EP
AI
R
C
AD
ET
F
IE
LD
H O
U
SE
P H
AS
E
FOR ADVERTISEMENT
M U
LT
IP
U R
PO
SE
L
EV
EL
F
LO
O
R P
LA
N
S.
P
OW
EL
L
JU
LY
0, D.
J
AC
KS
ON
J.
C
ON
AN
T
HB
&A
-0
5^
^A -1
.d w g
SCALE 1/16" = 1'-0"1 MULTI PURPOSE LEVEL FLOOR PLAN
KEYNOTES
(3) 42" WIDE HURDLE LANES.1
200M BANKED HYDRAULIC TRACK SYSTEM.
PROVIDE CONCRETE PITS AND TRENCHES AS
REQUIRED BY MANUFACTURER.
(3) 36" LANES AT PERIMETER OF MULTIPURPOSE AREA.
COORDINATE STRIPING OF LANES WITH ATHLETIC
DEPARTMENT
OVERHEAD COILING DOORS 9' HIGH x 18' WIDE, SEE DOOR SCHEDULE
REINFORCED SECTION OF RUNNING TRACK STRUCTURE,
BY THE BANKED TRACK MANUFACTURER.
LONG JUMP RUNWAY RECESSED INTO NEW CONCRETE
SLAB-ON-GRADE. FINISHED RUNWAY SURFACE SHALL BE
FLUSH WITH ADJACENT TRACK SURFACE, SEE DETAILS
SAND PIT RECESSED IN SURFACE WITH SAND TRAP, TO
INCLUDE RECESSED HARD COVER WITH POLYURETHANE
SURFACE TO MATCH SURROUNDING FLOORING. COVER TO
BE FLUSH WITH ADJACENT SURFACES.
THROWING CIRCLE BUILT INTO TRACK SURFACE. THROWING
VECTOR STRIPING SHALL BE COORDINATED WITH ATHLETIC
DEPARTMENT. EXISTING NETTING AND BARRIERS TO BE
REUSED, COORDINATE REINSTALLATION AND STORAGE
WITH ATHLETIC DEPARTMENT.
POLE VAULT RUNWAY RECESSED INTO NEW CONCRETE
SLAB-ON-GRADE. FINISHED RUNWAY SURFACE SHALL BE
POLE VAULT PLANT BOX RECESSED IN SURFACE.10
NEW MOTORIZED JAVELIN THROW NET; BASIS OF DESIGN:
CUSTOM TWO-LAYER NET WITH A 3-HP HOIST BY ON DECK
SPORTS. NET TO BE FULLY RETRACTED WHILE NOT IN USE
NEW WALL MOUNTED SCOREBOARD.11
MECHANICAL PIT, 5'-6" x 5'-6" x 4'-9" DEEP. PROVIDE POWER
AND CONDUIT FOR BANKED TRACK CONTROLS PER
MANUFACTURERS REQUIREMENTS.
PAINTED WALL SECTION AT THROWING AREA; RE:INTERIORS14
0 8' 16' 32'
NGENERAL NOTES
1. ENTIRE SURFACE OF MULTIPURPOSE LEVEL
SHALL BE POURED-IN-PLACE POLYURETHANE,
OVER 6" CONCRETE SLAB, EXCEPT WHERE
LOCATED OVER BANKED TRACK AND
RECESSED RUNWAY SURFACES.
2. SEE A-700 SHEETS FOR DETAILED TRACK
PLANS AND SECTIONS
3. REFER TO STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS/ SPECIFICATIONS FOR
ADDITIONAL INFORMATION ON THEIR
RESPECTIVE DISCIPLINES.
(8) SETS OF METAL SLEEVES EMBEDDED IN CONCRETE
SLAB FOR REMOVABLE PULL-UP BARS. B.O.D. JAYCO
SPORTS FLOOR SLEEVE WITH CHROME COVER.
(8) STANDING LONG JUMP LANES. LANES TO BE 3' WIDE x
10' LONG WITH TICK MARKINGS AT 6" INCREMENTS. LANES
TO BE MIN. 4' APART
NEW ADA COMPLIANT HI-LO DRINKING FOUNTAIN AND WING
WALLS AT EXISTING FOUNTAIN LOCATIONS. SEE DETAILS
SPACE FOR HIGH JUMP EVENT AND EQUIPMENT.18
KEY PLAN
LOCATION OF RETRACTABLE NET CONTROLS19
FLUSH WITH ADJACENT TRACK SURFACE, SEE DETAILS
REF.
R
EF
DW
D W
1x
Fa
H
J
K
L
M
N
2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
G
F
Ja
La
A-403
A-403
A-408
2010A
2019 2025
20322035
2035A 2031 2033
203620372038203920402041
2045A
2045B
2055 2056 2057 2058 2059
2069A
2070A
2070B
2070C
2068A
2071 2072
2075 20762012
2082A
2083A
2084A
2086A
2086B
2088A
2085A
2091B
2092B
2090A
2096B
2077A
2092A
2096A
2088B
2086C
2086D
2086E
2077B
2002A
2002B
2093A
2046a
2107b
2107a
2107c
2000D2000C
2000A 2000B
2130 212621272128 21232131
2094A
2091C
2102A
2003A 2003B 2003C 2003D 2003E 2003Fa 2003G 2003H 2003I
2091A
OPTION #1 A-403
A-403
2003Fb
Sheet
ID:
Sheet
Sy mb
Re vis ion s/A dd en da Da te Ap pr
10TH CIVIL ENGINEER SQUADRON
U.S. AIR FORCE ACADEMY, COLORADO
UNITED STATES
AIR FORCE ACADEMY
RA
I
SETAT
SDE
TI
NU Y
MEADCAECROF
A/E FIRM LOGO
AND COMPANY…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .