WWYK263009_65 Drawings_Volume 1_Part1_Part9.pdf
PDF 8 MB Posted
- Solicitation number
- W912BV25S0014
About this file
This file contains engineering drawings showing site plans, erosion control plans, and soil boring logs for the Bomber Agile Common Hangar project at Tinker Air Force Base, Oklahoma. The drawings are at 65% design stage, dated November 20, 2024.
The drawings detail existing site conditions, utilities, and proposed construction for a new 4-dock hangar facility, including contour plans, erosion control measures, and geotechnical information. Specific elements shown include soil boring locations and logs, existing utilities mapping (electrical, water, sanitary sewer, etc.), storm water management features, and site grading plans. The drawings indicate the project involves significant site work including a detention basin, grouted rip-rap outlet protection, concrete trickle channels, and various erosion control measures like silt fencing and sediment logs. The plans were prepared by multiple engineering firms including Mason and Hanger, and Mead and Hunt, under contract W912BV-19-D-0008/W912BV-20-D-0032 for the US Army Corps of Engineers Tulsa District.
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Mason and Hanger
4880 Sadler Rd #300 Glen Allen, VA 23060
(804) 285-4171
GENERAL NOTE:
1. REFER TO SHEET B051 FOR BORING
LOCATION PLAN SHEET.
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AN
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NOT FOR
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US Army Corps of Engineers
SHEET OF
SHEET ID
U S
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Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
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1286.0
1287.0
1288.0
1289.0
1290.0
1291.0
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1281.0
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1282.0
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1283.0
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1276.0
1277.0
1278.0
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1290.0
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1291.0
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1292.0
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1293.0
X X
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WIND SOCK
X X
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RIM =1291.59
MH
RIM ELEV=1294.22
O H
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IE OUT=1286.05
IE IN=1287.22
IE IN=1288.28
IE IN=1284.80
IE OUT=1284.12
IE OUT=1288.51
IE IN=1290.97
IE IN=1289.47 IE OUT=1288.61
IE OUT=1276.11
IE IN=1281.12
IE IN=1273.15
IE OUT=1272.03
IE IN=1272.83
IE OUT=1271.99
IE OUT=1285.90
IE IN=1285.98
IE OUT=1286.04
IE IN=1286.05
IE OUT=1285.56
IE OUT=1285.74
IE IN=1285.90
IE=1275.69
30" RCP
30" CPP
30" CPP
FH
FH
FH
FH
FH
FH
FH
FH BASE
FH
WV TOP NUT
ELEV.=1283.69
WV TOP NUT
ELEV.=1287.90
WVWV
WV TOP NUT
ELEV=1277.06
WV TOP NUT
ELEV=1278.11
WV TOP NUT
ELEV.=1273.83
WV TOP NUT
ELEV.=1274.23
WV TOP NUT
ELEV.=1275.09
WV TOP NUT
ELEV=1289.11
WV TOP NUT
ELEV.=1288.55
WV TOP NUT
ELEV=1286.89
WV TOP NUT
ELEV=1285.88
WV TOP NUT
ELEV=1286.03
WV TOP NUT
ELEV=1284.01
WV TOP NUT
ELEV=1282.80
WV TOP NUT
ELEV=1282.66
WV TOP NUT
ELEV.=1283.26
WV TOP NUT
ELEV.=1283.28
WV TOP NUT
ELEV.=1283.24
WV TOP NUT
ELEV.=1285.61
WV TOP NUT
ELEV.=1281.56
WV TOP NUT
ELEV.=1289.36
FDC
WV TOP NUT
ELEV=1286.48
WV TOP NUT
ELEV.=1279.84
WV TOP NUT
ELEV.=1280.47
WV TOP NUT
ELEV=1289.96
EMH
EB (x3)
EB (x2)
EB
EM
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LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
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ELEC PANELS
HH
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XFMR
XFMR
XFMR
XFMR
ELEC PANEL
HH
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ELEC PANEL
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ELECTRIC
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ELECTRIC
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(MCI)
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FO HH
FO HH
FO HH
FO HH
FO HH
HH
HH
HH
HH
HH
HH
HH
HH
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MARKER
MH - INDUSTRIAL WASTE
RIM =1294.31
BOTTOM=1283.91
MH - INDUSTRIAL WASTE
RIM =1293.33
TOP NUT ELEV.=1292.25
BOTTOM=1291.30
SSMH
RIM =1281.89
SSMH
RIM =1281.91
SSMH
RIM =1282.30
MH - INDUSTRIAL WASTE
RIM =1293.57
BOTTOM=1291.52
MH - INDUSTRIAL WASTE
RIM =1294.43
BOTTOM=1283.67
MH - INDUSTRIAL WASTE
RIM =1293.76
BOTTOM=1291.62
PP
PP W/
DIP
PP W/
DIP
PP W/ DIP
& XFMR
PP W/
DIP
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PP W/
CAMERAS
IE=1286.24
SDMH
RIM =1290.63
IE=1285.63
GAS LINE
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PP
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MARKER (ONG)
GAS
REGULATOR
GAS
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FR
FR
FR
FR
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4' x 2' RCB
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24" CPP
24" RCP
24" CPP
W W
W W
W W
0+00
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00
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10+00 11+00 12+00
8+
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AN
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US Army Corps of Engineers
SHEET OF
SHEET ID
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H
EE
T V1
MATCH LINE - SHEET V103
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND FACILITIES WITHIN
THE PROJECT AREA HAVE BEEN MARKED IN THE FIELD BY BASE PERSONNEL. ANY UNDERGROUND UTILITIES WITHIN THE WORK AREAS WILL INITIALLY BE LOCATED AND IDENTIFIED WITH PAINT MARKINGS ON THE SURFACE BY BASE PERSONNEL. THE CONTRACTOR SHALL MAINTAIN UTILITY MARKINGS AFTER BASE PERSONNEL HAVE LOCATED THEM. THE CONTRACTOR SHALL NOT BEGIN ANY GRADE WORK UNTIL HE OR SHE HAS AN APPROVED AIR FORCE FORM 103, " BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST."
2. THE CONTRACTOR SHALL THEN POTHOLE AND VERIFY THE DEPTHS OF ALL UTILITIES WITHIN THE
CONSTRUCTION ZONE BEFORE PROCEEDING WITH ANY TRENCHING OR EXCAVATION OPERATIONS.
3. THE INFORMATION CONCERNING UNDERGROUND UTILITIES AND EXISTING CONDITIONS WAS COMPILED FROM THE GUY ENGINEERING SURVEY DATED SEPTEMBER 4, 2024 AND AVAILABLE GIS LAYERS PROVIDED BY TINKER AFB. THE BASE AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF THE UTILITY LOCATIONS. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES ARE SHOWN
ON THE PLANS, AND THAT UNDERGROUND OBSTRUCTION NOT SHOWN MAY BE ENCOUNTERED. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS FROM AVAILABLE RESOURCES AND OTHER APPROPRIATE MEANS OF DETECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO ALL UTILITIES AND WILL NOT BE SEPARATELY COMPENSATED FOR ASSOCIATED DELAYS OR
COSTS.
4. EXISTING CONTOURS SHOWN ARE FROM SEPTEMBER 4, 2024 GUY ENGINEERING SURVEY.
5. REFER TO PROPOSED GEOMETRICS, SHEETS CS110 - CS113 FOR ALIGNMENT STAKEOUT.
MROTC APRON
EXISTING PCC
TOWWAY
EXISTING PCC
BUILDING 2301
BUILDING 2300
BUILDING 2136
BUILDING 2122
S D
O U
G
LA
S
BL
VD
BUILDING 8435
SEWAGE
LAGOON
NAVY/MARINE
RESERVES
BUILDING
ALC HANGAR
ACCESS APRONS
ALC HANGAR
ACCESS APRONS
GATED ACCESS FOR
AIRCRAFT TRAFFIC
100-YEAR FLOODPLAIN
BOUNDARY
.0
.0
.012
.01270.012
.0
1272.0
.01274.0
1275.0
.0
.0
.0
.01280.0
1271.0
1272.0
1273.01274.01275.0
1276.0
1277.0
1278.0
.0
1277.0
1278.0
1279.0
1280.0
1281.0
.0
.0
1284.0
.0
1286.0
1279.0
.0
1280.0
1280.0
1281.0
1282.0
1283.0
1284.0
1285.0
1266.012
.0
1268.01269.0 1270.0
1271.0
1272.0
1273.0
1259.0
1259.0
1259.0
1260.0 1260.0
1260.0
1260.0
1260.0
1261.0
1262.0
1263.0
1264.01264.0
.0
1268.0
1269.0
1269.0 1269.0
.0
1271.0
1272.0
1273.0
.0
1275.0
.0
X
X
X
X
X
X
X
X
X
X X
30" CPP
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+84.67
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
AN
RP
M
E L I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
Y:
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2"
IS
SU
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AT
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C O
N
TR
AC
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N O
SO
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IT
AT
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N N
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M
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K D
ES
C
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TI
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AT
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M
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K D
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C
R
IP
TI
O
N
A
B
C
D
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F
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2 3 4 5 6 7 8 9 10 11 12
KEYPLAN
TI
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A
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F O
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BA
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TU
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Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
ES
IG
N
/2 0/
W
2B V-
-D
-0
W
2B V-
-D
-0
50' 100'0
EX
IS
TI
N
G C
O N
TO
U
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AN
D
U
TI
LI
TI
ES
P
LA
N
V102
M
AT
C H
L
IN
E
- S
H
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T V1
MATCH LINE - SHEET V103
100-YEAR FLOODPLAIN
BOUNDARY
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND FACILITIES WITHIN
THE PROJECT AREA HAVE BEEN MARKED IN THE FIELD BY BASE PERSONNEL. ANY UNDERGROUND UTILITIES WITHIN THE WORK AREAS WILL INITIALLY BE LOCATED AND IDENTIFIED WITH PAINT MARKINGS ON THE SURFACE BY BASE PERSONNEL. THE CONTRACTOR SHALL MAINTAIN UTILITY MARKINGS AFTER BASE PERSONNEL HAVE LOCATED THEM. THE CONTRACTOR SHALL NOT BEGIN ANY GRADE WORK UNTIL HE OR SHE HAS AN APPROVED AIR FORCE FORM 103, " BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST."
2. THE CONTRACTOR SHALL THEN POTHOLE AND VERIFY THE DEPTHS OF ALL UTILITIES WITHIN THE
CONSTRUCTION ZONE BEFORE PROCEEDING WITH ANY TRENCHING OR EXCAVATION OPERATIONS.
3. THE INFORMATION CONCERNING UNDERGROUND UTILITIES AND EXISTING CONDITIONS WAS COMPILED FROM THE GUY ENGINEERING SURVEY DATED SEPTEMBER 4, 2024 AND AVAILABLE GIS LAYERS PROVIDED BY TINKER AFB. THE BASE AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF THE UTILITY LOCATIONS. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES ARE SHOWN
ON THE PLANS, AND THAT UNDERGROUND OBSTRUCTION NOT SHOWN MAY BE ENCOUNTERED. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS FROM AVAILABLE RESOURCES AND OTHER APPROPRIATE MEANS OF DETECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO ALL UTILITIES AND WILL NOT BE SEPARATELY COMPENSATED FOR ASSOCIATED DELAYS OR
COSTS.
4. EXISTING CONTOURS SHOWN ARE FROM SEPTEMBER 4, 2024 GUY ENGINEERING SURVEY.
5. REFER TO PROPOSED GEOMETRICS, SHEETS CS110 - CS113 FOR ALIGNMENT STAKEOUT.
1286.0
1285.0
1282.0
1283.0
.0
.0
1286.0
.0
1281.0
.0
1282.0
1283.0
.0 1283.0
1283.0
1284.0
1284.0
1284.0
1284.0
.0 1286.0
1287.0
.0
.0
.0
.0
.0
1292.012
.0
1283.0
1284.0
1285.012
.0 1285.01285.0
.0
.0
1287.0
.0
1289.0
.0
1290.0 1290.0
X X
X X X X
X
X X X X
X X
X X
X
X X X X X X X X X X X
SIGN - NO
UNAUTHORIZED
ACCESS
XXXXXXXX
X
X
X
X
X X
X X
SIGN - SL 15
SIGN - HC PARKING
SIGN - SL 15
FLAGPOLE
GATES
GROUND
GROUND
T-SPOT
5" VERTICAL PIPE (RED)
5" VERTICAL PIPE (BLUE)
OHE OHE OHE OHE
OHE OHE OHEOHE OHE OHE
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
E E E E E E
E E
E E
E
E E
E
EE
OHE OHE
OHE
MW
T
HH
HH
IE OUT=1281.88 IE IN=1283.14
4-WIRE OHE 4-WIRE OHE4-WIRE OHE
4-WIRE OHE
LP
LP
LP
LP
HH
HH
HHLP
FO HH
HH (COX)
TELE. MARKER
HH
PP W/ DIP
& XFMR
PP
PP
PP
PP W/
XFMR
PP
TLMH
1-WIRE OHT
4-WIRE OHE
1-WIRE OHT
W W
W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSW 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 W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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 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 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 V W V
W V W V W V
W
WV TOP NUT
ELEV=1284.22
FH WMFH
IE OUT=1279.00
IE IN=1280.34
IE OUT=1282.25
IE OUT=1278.89
IE IN=1279.21
IE OUT=1278.29
IE IN=1278.79
IE IN=1282.86
24" CPP
E
EEEEEEEEEEEE
E
E
E
E E
E E
E
E E
E
E EEEEEEEEEEEE
E E
E E
E E
E E
E E
E E
E
E
HH
HH
HH
HH HH
XFMR
GATE MOTOR
LP
LP
LP
HH
HH
HH
HH
HH
HH
HH
HH
HH HH
ICV
ICV
MW
HH
HHLP
FR
24" RCP
30" CPP
30" CPP
24" CCP
HH
W W W W W W W W W
W W
0+
1+
2+
3+
4+
5+
6+
7+
0+
1+
2+
3+
4+
5+
6+
7+
AN
RP
M
EL
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
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IG
N
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B
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SU
BM
IT
TE
D B
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SI
ZE
C H
EC
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D B
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2"
IS
SU
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AT
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C O
N
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AC
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N O
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N N
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K D
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C
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M
AR
K D
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C
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IP
TI
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A
B
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D
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F
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2 3 4 5 6 7 8 9 10 11 12
KEYPLAN
TI
N
KE
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A
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F O
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BA
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TU
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A
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TR
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Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
ES
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N
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W
2B V-
-D
-0
W
2B V-
-D
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50' 100'0
EX
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TI
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TO
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V103
MATCH LINE - SHEET V101 MATCH LINE - SHEET V102
ASPHALT POV PARKING
LOT (150 SPACES)
SE 59TH STREET
AS
PH
AL
T
SE
R
VI
C
E R
O
AD
BUILDING 2303
ENTRY CONTROL
POINT
100-YEAR FLOODPLAIN
BOUNDARY
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND FACILITIES WITHIN
THE PROJECT AREA HAVE BEEN MARKED IN THE FIELD BY BASE PERSONNEL. ANY UNDERGROUND UTILITIES WITHIN THE WORK AREAS WILL INITIALLY BE LOCATED AND IDENTIFIED WITH PAINT MARKINGS ON THE SURFACE BY BASE PERSONNEL. THE CONTRACTOR SHALL MAINTAIN UTILITY MARKINGS AFTER BASE PERSONNEL HAVE LOCATED THEM. THE CONTRACTOR SHALL NOT BEGIN ANY GRADE WORK UNTIL HE OR SHE HAS AN APPROVED AIR FORCE FORM 103, " BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST."
2. THE CONTRACTOR SHALL THEN POTHOLE AND VERIFY THE DEPTHS OF ALL UTILITIES WITHIN THE
CONSTRUCTION ZONE BEFORE PROCEEDING WITH ANY TRENCHING OR EXCAVATION OPERATIONS.
3. THE INFORMATION CONCERNING UNDERGROUND UTILITIES AND EXISTING CONDITIONS WAS COMPILED FROM THE GUY ENGINEERING SURVEY DATED SEPTEMBER 4, 2024 AND AVAILABLE GIS LAYERS PROVIDED BY TINKER AFB. THE BASE AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF THE UTILITY LOCATIONS. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES ARE SHOWN
ON THE PLANS, AND THAT UNDERGROUND OBSTRUCTION NOT SHOWN MAY BE ENCOUNTERED. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS FROM AVAILABLE RESOURCES AND OTHER APPROPRIATE MEANS OF DETECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO ALL UTILITIES AND WILL NOT BE SEPARATELY COMPENSATED FOR ASSOCIATED DELAYS OR
COSTS.
4. EXISTING CONTOURS SHOWN ARE FROM SEPTEMBER 4, 2024 GUY ENGINEERING SURVEY.
5. REFER TO PROPOSED GEOMETRICS, SHEETS CS110 - CS113 FOR ALIGNMENT STAKEOUT.
Keypad
W W
F F F
F F F
W W
W W
W W
W F
F F
F F
F
W W
W W
W W
W W
W W
W W
G G
G G
G G
G G
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GGGGGGGGG
F
F F
F
F
F
F F
SAN
SAN
SAN
S SSAN SAN SAN
S
SAN
SAN
SAN
SAN
SAN
SAN
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S
S SSAN
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SAN
S
SAN
F F F F F F F F F F F F F F F F F F FW W W W W W W W W W W W W W W W W
SF
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WWWWW
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SD SD
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D
D
D
S
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S S S
G V
W V
W V
W V
W V
W V
W V
W VW VW V
W V
W V
W V
W V W V
W V
W V W V
W V
W V
W V
W V W V
W V W V
W V
W V
MW
MWMW
MW
MW
TRANS
TRANS
TRANS
TR
AN
S
TR
AN
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TRANS
TR
AN
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TR
AN
S
TRANS
TR
AN
S
GM
GM
T
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W
W W
HH
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GVPGVP
W V W V
W V W V
HH
HH
HH
HH
HH
MW
MW
U D
UD
FR
FR
FR
FR
FR
FR
FR
UD
DD
D D D
D
UD
D
FR
FR FR
DD
UD
FR
UD
FR
FR
C B
UD
D
D
D
C B
UD
FR
CB
D
FR
CB
D
FR
FR
CB
UD
FR
FR
FR
CB
D
CB
CB
FR
CB
UD
FR
FRFR
D CB
FR
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FR
UD
D
FR
FR
FR
CB
D
D
D
CB
FR
CB
CB
UD FR
CB D
D
DSD SD SD SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
U D
U D
U D
U D
SD
U D
U D
UDUD
UD UD UD SD
UDUD
SD
UD
SF
SF
SF
SF
SF
SF
FR
SF
SF
FR
FR
UD
FR
UD
SF
SF SF SF
SF
SF
SFSFSFSF
SF
SF
SF
SF
SD
C B
SF
SF
SF
0+00
1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00 9+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+84.67
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
AN
RP
M
E L I
I R Y
N G
ES
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
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IG
N
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B
Y:
SU
BM
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D B
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C H
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D B
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2"
IS
SU
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AT
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C O
N
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AC
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N N
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K D
ES
C
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IP
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M
AR
K D
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C
R
IP
TI
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A
B
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D
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F
G
H
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2 3 4 5 6 7 8 9 10 11 12
KEYPLAN
TI
N
KE
R
A
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F O
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BA
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Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
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2B V-
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CG100
CG102
CG103
CG101
AGILE COMMON HANGAR
W W
F F F F F F
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W W
W W
W W
W G
G G
G G
G G
W W
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F F
F F
F
F F
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SAN
SAN
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SAN
SAN
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S
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SAN
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1284.0
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1284.01284.0 1285.0
1286.0 1287.0
1288.0 1289.0
1290.0 1282.0
1283.0 1284.0
1285.0 1286.0
1287.0 1280.01281.01282.01283.01284.0
1282.0
1283.0 1284.0
1285.0 1286.0
1287.0
1288.0
1289.0
1290.0
1291.0
1292.0
1285.0
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.01289.0 1290.012
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1282.0
1283.0
1284.0
1285.0
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1284.0
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W V
W V W V
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W V W V
W V
W V
W V
W V W V
W V W V
W V
W V
MW
MWMW
MW
TRANS
TRANS
TRANS
TR
AN
S
TR
AN
S
TRANS
TR
AN
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AN
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TRANS
GM
GM
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W W
HH
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GVPGVP
W W
SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SAN
SAN
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W W
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W W
W W
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W
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D U
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SAN SAN SAN SAN SAN SAN SAN SAN
FR
FR
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UD
DD
D D
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FR FR
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UD
FR
UD
D
D
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C B
UD
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D
FR
CB
D
FR
FR
CB
CB
D
CB
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FR
FR
FR
UD
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SD
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
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U D
U D
U D
U D
U D
UD
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SD
UD
UD UD UD UD UD UD
SD
SD
UD
UDUDUD
UD
UD UD
UD
UD
SF
SF
SF SF
1286.0
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STA 6+20.96
L -125.00
STA 7+45.42
L -100.00STA 5+06.70
L -125.00 STA 8+35.91
L -100.00
0+00
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00
9+00
10+00 11+00 12+00
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
STA 209+57.75
R 361.23
AN
RP
M
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N G
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I
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NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
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2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
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GENERAL NOTES:
1. CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO
BEGINNING ANY EXCAVATION OR GRADING WORK.
SILT FENCE SHALL BE INSTALLED 10' OUTSIDE THE
LIMITS OF GRADING OR AS INDICATED.
2. CONTRACTOR SHALL PHASE LANDSCAPING IN
ORDER TO PROVIDE PERMANENT VEGETATIVE
COVER PRIOR TO SUBSEQUENT PHASES. THIS WILL
REQUIRE THE CONTRACTOR TO WATER THE
LANDSCAPED AREAS IN ORDER TO ESTABLISH
VEGETATIVE COVER.
3. PRIOR TO OPENING PAVEMENTS CLOSED DURING
CONSTRUCTION, ALL EROSION CONTROL ITEMS ARE
TO BE REMOVED WITH THE LANDSCAPED AREAS
WELL ESTABLISHED PER SPECIFICATIONS.
4. PROTECT ALL NEW DRAINAGE STRUCTURES AFTER
PLACEMENT.
5. SEDIMENT/EROSION CONTROL FEATURE TO BE
INSTALLED BEFORE EACH PHASE AND REMOVED
AFTER PERMANENT MEASURES ARE IN PLACE AND
PRIOR TO COMMENCING TO THE NEXT PHASE.
BUILDING 2301
S D
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LA
S
BL
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BUILDING 2300
BUILDING 8435
ALC HANGAR
ACCESS APRONS
AGILE COMMON HANGAR ELEVATION
AT HANGAR DOORS: 1285.00'
GRADING LIMITS
GRADING
LIMITS
GRADING
LIMITS
LEGEND
SILT FENCE
(SEE SHEET CG501 FOR DETAIL)
GRADING LIMITS
STORM PIPE
MANHOLE
CATCH BASIN
INLET PROTECTION
(SEE SHEET CG501 FOR DETAIL)
SEDIMENT LOG CHECK DAM
(SEE SHEET CG501 FOR DETAIL)
STABILIZED CONSTRUCTION ENTRANCE
(SEE SHEET CG502 FOR DETAIL)
GROUTED RIP-RAP OULET PROTECTION
(SEE SHEET CG502 FOR DETAIL)
EROSION MAT
FLOW DIRECTION
PROPOSED CONTOUR
EXISTING CONTOUR
SF
SD
CB
D
W W W W W F F F F F F
W W
W W
W W
W W
W W
W W
W W
F F
F F
F F
F F
F F
F F
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F F F F F F F W W W W W W
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D
UD
FR
DD
FR
FR
C B
FR
UD
FR
FR
FR
FR
UD
FR
D CB
FR
FR
D
FR
FR
FR
D
D
D
CB
CB
CB
UD FR
D
D
DSD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
U D
U D
U D
U D
U D
U D
U D
UD SD SD SD
U D
U D
U D
U D
UD
U D
U D
UD UD
UD
UD UD UD
SD
SD
SD
UD
FR
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
C B
SF
STA 309+57.75
R 118.75
STA 314+37.89
R 118.75
STA 314+37.89
R 93.75
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+84.67
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
AN
RP
M
E L I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
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B
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SU
BM
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D B
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Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
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N
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W
2B V-
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2B V-
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TR
O
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PL
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CG102
M
AT
C H
L
IN
E
- S
H
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MATCH LINE - SHEET CG103
DETENTION BASIN UTILIZED
AS SEDIMENTATION BASIN
DURING CONSTRUCTION
GRADING LIMITS
GRADING
LIMITS
GRADING
LIMITS
GRADING LIMITS
LEGEND
SILT FENCE
(SEE SHEET CG501 FOR DETAIL)
GRADING LIMITS
STORM PIPE
MANHOLE
CATCH BASIN
INLET PROTECTION
(SEE SHEET CG501 FOR DETAIL)
SEDIMENT LOG CHECK DAM
(SEE SHEET CG501 FOR DETAIL)
STABILIZED CONSTRUCTION ENTRANCE
(SEE SHEET CG502 FOR DETAIL)
GROUTED RIP-RAP OULET PROTECTION
(SEE SHEET CG502 FOR DETAIL)
EROSION MAT
FLOW DIRECTION
PROPOSED CONTOUR
EXISTING CONTOUR
SF
SD
CB
D
GENERAL NOTES:
1. CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO
BEGINNING ANY EXCAVATION OR GRADING WORK.
SILT FENCE SHALL BE INSTALLED 10' OUTSIDE THE
LIMITS OF GRADING OR AS INDICATED.
2. CONTRACTOR SHALL PHASE LANDSCAPING IN
ORDER TO PROVIDE PERMANENT VEGETATIVE
COVER PRIOR TO SUBSEQUENT PHASES. THIS WILL
REQUIRE THE CONTRACTOR TO WATER THE
LANDSCAPED AREAS IN ORDER TO ESTABLISH
VEGETATIVE COVER.
3. PRIOR TO OPENING PAVEMENTS CLOSED DURING
CONSTRUCTION, ALL EROSION CONTROL ITEMS ARE
TO BE REMOVED WITH THE LANDSCAPED AREAS
WELL ESTABLISHED PER SPECIFICATIONS.
4. PROTECT ALL NEW DRAINAGE STRUCTURES AFTER
PLACEMENT.
5. SEDIMENT/EROSION CONTROL FEATURE TO BE
INSTALLED BEFORE EACH PHASE AND REMOVED
AFTER PERMANENT MEASURES ARE IN PLACE AND
PRIOR TO COMMENCING TO THE NEXT PHASE.
AGILE COMMON HANGAR
ELEVATION AT HANGAR
DOORS: 1285.00'
GROUTED RIP-RAP
OUTLET PROTECTION
GROUTED RIP-RAP
OUTLET PROTECTION
CONCRETE TRICKLE
CHANNEL
GROUTED RIP-RAP
OUTLET PROTECTION
GROUTED RIP-RAP
OVERFLOW WEIR
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