WWYK263009_65 Drawings_Volume 1_Part2.pdf
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STA 209+89.93
R 114.39
STA 209+90.05
L -14.70
STA 215+44.77
L -7.51
STA 218+57.80
R 353.89
STA 215+69.18
L -113.53
STA 215+38.95
L -14.57
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L -27.09
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L -22.37
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L -14.64
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R 44.37
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L -116.93
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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A R
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MATCH LINE - SHEET CD103
DOUBLE CONCRETE
SAWCUT REQUIRED AT
LIMITS OF DEMOLITION
NOTE:
1. SEE SHEET CD501 FOR DETAIL OF DOUBLE SAWCUT
REQUIRED FOR REMOVALS AT ALL EXISTING PAVEMENT
EDGES TO REMAIN.
2. THE CONTRACTOR SHALL NOT BEGIN ANY GRADE
WORK UNTIL HE/SHE HAS AN APPROVED AIR FORCE
FORM 103 "BASE CIVIL ENGINEERING CLEARANCE
REQUEST". THE CONTRACTOR SHALL NOT BEGIN
EXCAVATION UNTIL ALL EXISTING UNDERGROUND
FACILITIES WITHIN THE PROJECT AREA HAVE BEEN
MARKED IN THE FIELD BY THE BASE AND CONTRACTOR.
THE CONTRACTOR SHALL MAINTAIN UTILITY MARKINGS
AFTER BASE PERSONNEL HAVE LOCATED THEM. THE
CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH
OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE
BEFORE PROCEEDING WITH ANY TRENCHING OR
EXCAVATION OPERATIONS. THE CONTRACTOR SHALL
VERIFY ALL EXISTING CONDITIONS AND IS CAUTIONED
THAT THE BASE OR ENGINEERS ASSUME NO
RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER
SHOWN OR NOT SHOWN ON THE PLANS.
3. THE INFORMATION CONCERNING UNDERGROUND
UTILITIES AND EXISTING CONDITIONS WAS COMPILED
FROM THE GUY ENGINEERING TOPOGRAPHIC SURVEY
DATED SEPTEMBER 4,2024 AND AVAILABLE GIS
DATABASE 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. THE CONTRACTOR SHALL USE CAUTION DURING
DEMOLITION TO NOT DAMAGE EXISTING PAVEMENTS,
UTILITIES, OR ITEMS TO REMAIN. ANY DAMAGE TO
EXISTING FACILITIES NOT SHOWN FOR REMOVAL SHALL
BE REPAIRED OR REPLACED IN-KIND AT THE
CONTRACTORS EXPENSE WITH NO SEPARATE
COMPENSATION FOR ASSOCIATED DELAYS OR COSTS.
5. SEE EXISTING CONTOURS AND UTILITIES PLAN (SHEETS
CS120 TO CS124).
6. EXISTING PAVEMENT SECTIONS SHOWN ON SHEET
CP301 WERE OBTAINED FROM THE A&M
ENVIRONMENTAL SERVICES GEOTECH REPORT DATED
JUNE 2024 AND THE 2023 APE PAVEMENT EVALUATION
REPORTS.
7. TREE CLEARING AND GRUBBING OF THE SITE MUST
OCCUR PRIOR TO ANY MAJOR EARTHWORK EFFORTS.
DUE TO A MIGRATORY BIRD NESTING SEASON
BETWEEN THE DATES APRIL 1 - JULY 31ST EACH YEAR,
TREE CLEARING IS NOT PERMITTED DURING THIS TIME.
TREE CLEARING MUST OCCUR BETWEEN THE DATES OF
AUGUST 1ST THROUGH MARCH 31ST. AFTER THE TREE
CLEARING PROCESS OCCURS, THE SITE MUST BE
MOWED AT LEAST ONCE PER WEEK DURING THE BIRD
NESTING SEASON TO PREVENT ANY MIGRATORY BIRDS
FROM NESTING IN THE AREA.
8. REFER TO ELECTRICAL PLANS FOR SITE ELECTRICAL
REMOVALS.
REMOVE MROTC APRON
PCC, FULL DEPTH
(APPROX 14.5"-15" PER
2024 GEOTECH REPORT)
REMOVE EXISTING TOWWAY
MARKINGS WITHIN LIMITS OF
DEMO SHOWN
REMOVE EXISTING CHAIN
LINK FENCE IN ITS ENTIRETY
REMOVE EXISTING CHAIN
LINK FENCE IN ITS ENTIRETY
DOUBLE CONCRETE
SAWCUT REQUIRED AT
LIMITS OF DEMOLITION
REMOVE EXISTING 24" RCP
CULVERT AND END SECTION
REMOVE EXISTING 30" CPP
CULVERT AND END SECTIONS
REMOVE EXISTING 30" CPP
CULVERT AND END SECTIONS
REMOVE EXISTING SANITARY SERVICE
TO LAGOON POND. SEE UTILITY PLANS
(CU111-CU114) FOR CONNECTION TO
NEW SANITARY SERVICE
REMOVE EXISTING WATER MAIN.
CUT AND CAP WATER LINE AT
LIMITS OF REMOVAL.
BUILDING 2301
BUILDING 2300
BUILDING 8435
ALC HANGAR
ACCESS APRONS
REMOVE EXISTING
24" RCP CULVERT
AND END SECTION
REMOVE EXISTING 8" UD
PIPE AND ENDWALL
REMOVE TIE DOWN
REMOVE TIE DOWNS
REMOVE FIRE HYDRANT
AND WATER VALVES
REMOVE WIND CONE
REMOVE FIRE HYDRANTS
AND WATER VALVE
REMOVE FIRE HYDRANT
AND WATER VALVES
REMOVE POWER STAND,
REFER TO ELEC PLANS
REMOVE POWER STAND,
REFER TO ELEC PLANS
REMOVE FENCE LIGHTING AND
POWER BOXES WITHIN LIMITS OF
ELECTRICAL REMOVALS, TYP.
REFER TO ELEC PLANS
REMOVE SANITARY
MANHOLES / STRUCTURES
S D
O U
G
LA
S
BL
VD
REMOVE VEGETATION
AND TREES WITHIN
LIMITS OF GRADING, TYP.
CAP EXISTING UD PIPE TO REMAIN
AT REMOVAL LIMITS UNTIL TIE-IN
WITH PROPOSED UD STRUCTURE
REMOVE FLUSHING RISER
AND CONCRETE FOUNDATION
REMOVE FLUSHING RISER
AND CONCRETE FOUNDATION
REMOVE FLUSHING RISER
AND CONCRETE FOUNDATION
REMOVE FLUSHING
RISER AND CONCRETE
FOUNDATION
REMOVE FLUSHING RISER
REMOVE FLUSHING RISER
REMOVE FLUSHING RISER
AND CONCRETE FOUNDATION
REMOVE FLUSHING RISER AND
CONCRETE FOUNDATION, SAWCUT
AT LIMITS OF DEMOLITION
REMOVE FLUSHING RISER AND
CONCRETE FOUNDATION, SAWCUT
AT LIMITS OF DEMOLITION
REMOVE FLUSHING RISER AND
CONCRETE FOUNDATION, SAWCUT
AT LIMITS OF DEMOLITION
REMOVE 6" PERFORATED
UNDERDRAIN PIPE
REMOVE 6" PERFORATED
UNDERDRAIN PIPE
REMOVE 6" PERFORATED
UNDERDRAIN PIPE
REMOVE 6" PERFORATED
UNDERDRAIN PIPE
REMOVE FENCE LIGHTING AND
POWER BOXES WITHIN LIMITS OF
ELECTRICAL REMOVALS, TYP.
REFER TO ELEC PLANS
REMOVE UNDERGROUND
ELECTRICAL AND ELECTRICAL
STRUCTURES TO B2302
REMOVE UNDERGROUND
ELECTRICAL, REFER TO
ELEC PLANS
REMOVE UNDERGROUND
ELECTRICAL STRUCTURES
REMOVE BLDG 2302
IN ITS ENTIRETY
E E
LEGEND
EXISTING ELECTRICAL
EXISTING STORM SEWER
EXISTING UNDERDRAIN
EXISTING SANITARY
EXISTING WATER
CONCRETE REMOVAL
ASPHALT REMOVAL
REMOVAL
GRADING LIMITS
SD
UD
SAN
W W
//FNC//
//FNC//
//FNC//
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//FNC//
//FN
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//FNC//
//FNC//
//FN
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8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
0+
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
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
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IN
EE
R S
D R
AW
N
B Y:
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B
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D B
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SU
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2440 Deming Way
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REMOVE VEGETATION
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REMOVE VEGETATION
AND TREES WITHIN
LIMITS OF GRADING, TYP.
REMOVE VEGETATION AND
TREES WITHIN LIMITS OF
GRADING, TYP.
REMOVE VEGETATION
AND TREES WITHIN
LIMITS OF GRADING, TYP.
E E
LEGEND
EXISTING ELECTRICAL
EXISTING STORM SEWER
EXISTING UNDERDRAIN
EXISTING SANITARY
EXISTING WATER
CONCRETE REMOVAL
ASPHALT REMOVAL
REMOVAL
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SD
UD
SAN
W W
REMOVE MISC. PCC PAD
GRADING LIMITS
REMOVE VEGETATION
AND TREES WITHIN
LIMITS OF GRADING, TYP.
X X
X X X X
X
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//F N
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//F N
C
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X X X X X X X X X X X
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OHE OHE OHE OHE
OHE OHE OHEOHE OHE OHE
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
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//W// //W// //W// //W// //W//
//W
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2+
3+
4+
5+
6+
7+
0+
1+
2+
3+
4+
5+
6+
7+
STA 205+97.52
L -32.93
STA 205+97.77
L -67.66
STA 207+61.56
L -157.50
STA 207+30.63
L -157.50
STA 207+60.61
R 6.97
STA 207+60.53
L -14.64
STA 207+25.35
L -158.89
STA 205+46.05
R 120.42
AN
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US Army Corps of Engineers
SHEET OF
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2440 Deming Way
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REMOVE FLUSHING RISER AND
CONCRETE FOUNDATION. CAP EXISTING
UD PIPE TO REMAIN UNTIL TIE-IN WITH
PROPOSED UD STRUCTURE.
REMOVE CONCRETE
SIDEWALK, FULL DEPTH
SAWCUT REQUIRED AT
LIMITS OF DEMOLITION
DOUBLE CONCRETE SAWCUT AT
LIMITS OF PCC SLAB REMOVAL
REMOVE CONCRETE FULL DEPTH
REMOVE EXISTING WATER MAIN. CUT AND
CAP WATER LINE AT LIMITS OF REMOVAL
REMOVE WATER
METER AND VALVE
REMOVE VEGETATION
AND TREES WITHIN
LIMITS OF GRADING, TYP.
REMOVE EXISTING CHAIN
LINK FENCE IN ITS ENTIRETY
REMOVE FENCE LIGHTING AND
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REFER TO ELEC PLANS
E E
LEGEND
EXISTING ELECTRICAL
EXISTING STORM SEWER
EXISTING UNDERDRAIN
EXISTING SANITARY
EXISTING WATER
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REMOVAL
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SAWCUT EXISTING
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SAWCUT EXISTING
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SAWCUT EXISTING
BITUMINOUS PAVEMENT
REMOVE EXISTING
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BEGIN FENCE REMOVAL
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SAWCUT EXISTING
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SAWCUT EXISTING
BITUMINOUS PAVEMENT
AN
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4880 Sadler Rd #300 Glen Allen, VA 23060
(804) 285-4171
50' 100'0
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REMOVAL OF CONCRETE PAVEMENT ADJACENT TO PAVEMENT TO REMAIN1
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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+
0+
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2+
3+
4+
5+
6+
7+
8+
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1+
2+
3+
4+
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AN
RP
M
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N G
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SHEET OF
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FUTURE RF1
FUTURE
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FUTURE EPS 1
FUTURE EPS 2
FUTURE EPS 3 FUTURE EPS 4
FUTURE
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FUTURE
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FUTURE
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STA 8+34.25
L -22.42
STA 8+35.91
L -37.50
STA 9+17.95
L -150.00
STA 9+17.95
L -37.50
STA 10+00.00
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R 150.00
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STA 5+88.27
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STA 4+83.75
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STA 4+83.75
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9+00
10+00 11+00 12+00
0+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
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STA 215+38.95
L -14.57
STA 215+38.89
L -7.49
STA 209+90.05
L -14.70
STA 210+24.00
R 150.00
STA 210+28.00
R 150.00
STA 211+39.00
R 150.00
STA 211+16.33
R 165.33
STA 211+39.00
R 165.33
STA 211+16.33
R 266.00
STA 211+03.00
R 266.00
STA 211+03.00
R 318.00
STA 211+20.33
R 318.00
STA 211+20.33
R 369.33
STA 211+29.00
R 369.33
STA 210+28.00
R 361.56
STA 210+65.50
R 361.56
STA 209+89.92
R 112.61
STA 210+24.00
R 112.50
STA 4+03.22
L -37.50
STA 4+03.23
L -87.50
STA 207+60.63
STA 207+80.80
R 7.04
STA 207+80.87
L -14.64
STA 207+60.53
L -14.64
FR
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SHEET OF
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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
/2 0/
W
2B V-
-D
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W
2B V-
-D
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50' 100'0
PR
O
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M
ET
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CS111
M
AT
C H
L
IN
E
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H
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S1
MATCH LINE - SHEET CS113
AGILE COMMON HANGAR
STA 4+83.75
L -550.00
(POINT IS OFF THE SHEET)
R
7.
118' HORIZONTAL CLEARANCE
FROM TOWWAY CENTERLINE TO
FIXED OR MOBILE OBSTACLES
118' HORIZONTAL CLEARANCE
FROM TOWWAY CENTERLINE TO
FIXED OR MOBILE OBSTACLES
118' HORIZONTAL CLEARANCE
FROM TOWWAY CENTERLINE TO
FIXED OR MOBILE OBSTACLES
A-A
CS111 CP301
A-A
CS111 CP301
B-B
CS111 CP301
B-B
CS111 CP301
C-C
CS111 CP301
C-C
CS111 CP301
EXISTING TOWWAY TO REMAIN
EXISTING APRON
TO REMAIN
TOWWAY NORTH
ALIGNMENT
TOWWAY WEST
ALIGNMENT
BUILDING 2301
BUILDING 2300
BUILDING 8435
ALC HANGAR
ACCESS APRONS
S D
O U
G
LA
S
BL
VD
R62
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R
2.
R62.50' R
112.50'
R 187.50'
R237.50'
Alignment: CL-Towway East Tangent Data
Description PT Station Northing Easting
Start: 300+00.000 148337.22 2157313.005 End: 320+00.000 150337.22 2157313.005
Tangent Data
Parameter Value Parameter Value Length: 2000 Course: N 00° 00' 00.0000" E
Alignment: CL-Towway North Tangent Data
Description PT Station Northing Easting
Start: 0+00.000 150147.26 2155806.394 End: 2+99.952 150048.87 2156089.753
Tangent Data
Parameter Value Parameter Value Length: 299.952 Course: S 70° 51' 10.8035" E
Curve Point Data Description Station Northing Easting
PC: 2+99.952 150048.87 2156089.753
RP: 150568.45 2156270.149
PT: 4+83.750 150018.45 2156270.149
Circular Curve Data Parameter Value Parameter Value
Delta: 19° 08' 49.1965" Type: LEFT Radius: 550 Length: 183.798 Tangent: 92.764 Mid-Ord: 7.66 External: 7.768
Chord: 182.944 Course: S 80° 25' 35.4018" E
Tangent Data Description PT Station Northing Easting
Start: 4+83.750 150018.45 2156270.149 End: 8+35.907 150018.45 2156622.307
Tangent Data
Parameter Value Parameter Value Length: 352.158 Course: N 90° 00' 00.0000" E
Curve Point Data Description Station Northing Easting
PC: 8+35.907 150018.45 2156622.307
RP: 150168.45 2156622.307
PCC: 9+17.954 150040.33 2156700.323
Circular Curve Data Parameter Value Parameter Value
Delta: 31° 20' 21.6944" Type: LEFT Radius: 150 Length: 82.046 Tangent: 42.077 Mid-Ord: 5.575 External: 5.79
Chord: 81.027 Course: N 74° 19' 49.1528" E
Curve Point Data Description Station Northing Easting
PCC: 9+17.954 150040.33 2156700.323
RP: 149912.22 2156778.338
PT: 10+00.000 150062.22 2156778.338
Circular Curve Data Parameter Value Parameter Value
Delta: 31° 20' 21.6944" Type: RIGHT Radius: 150 Length: 82.046 Tangent: 42.077 Mid-Ord: 5.575 External: 5.79
Chord: 81.027 Course: N 74° 19' 49.1528" E
Tangent Data Description PT Station Northing Easting
Start: 10+00.000 150062.22 2156778.338 End: 23+84.667 150062.22 2158163.005
Tangent Data
Parameter Value Parameter Value Length: 1384.667 Course: N 90° 00' 00.0000" E
Alignment: CL-Towway West Tangent Data
Description PT Station Northing Easting
Start: 200+00.000 148337.22 2156628.338 End: 220+00.000 150337.22 2156628.338
Tangent Data
Parameter Value Parameter Value Length: 2000 Course: N 00° 00' 00.0000" E
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+
STA 211+20.33
STA 310+65.50
L -150.00
STA 309+82.75
L -75.00
STA 311+29.00
L -165.33
STA 311+39.00
L -165.33
STA 311+39.00
L -150.00
STA 309+82.75
R 93.75
STA 17+22.17
R 72.50STA 16+28.42
R 72.50
STA 17+22.17
L -37.50
STA 15+34.67
L -37.50
STA 15+34.67
L -87.50
STA 316+00.00
L -150.00
STA 310+76.50
L -75.00
STA 310+76.50
L -150.00 B-52H
B-
H
D
UD
FR
DD
FR
FR
C B
FR
UD
FR
FR
FR
FR
UD
FR
D CB
FR
FR FR
FR
D
FR
D
D
CB
D
FR
CB
CB
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D
D
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AN
RP
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NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
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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
/2 0/
W
2B V-
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W
2B V-
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50' 100'0
PR
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CS112
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C H
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MATCH LINE - SHEET CS113
AGILE COMMON HANGAR
118' HORIZONTAL CLEARANCE
FROM TOWWAY CENTERLINE TO
FIXED OR MOBILE OBSTACLES
118' HORIZONTAL CLEARANCE
FROM TOWWAY CENTERLINE TO
FIXED OR MOBILE OBSTACLES
10,000 SF OF AGE PARKING
PROVIDED OUTSIDE OF
HORIZONTAL CLEARANCE
B-52 PARKING SPOT WITH 20' DRIVE
CLEARANCE AROUND AIRCRAFT.
PAVEMENT IS ALSO TO BE
UTILIZED FOR AIRCRAFT STANDS.
D-D
CS112 CP301
D-D
CS112 CP301
E-E
CS112 CP302
E-E
CS112 CP302
TOWWAY EAST
ALIGNMENT
CONCRETE TRICKLE
CHANNEL
HH
HH
HH
HH
X X X X
X
XXXXX
4+
5+
6+
7+
STA 207+60.63
R 57.50
STA 206+40.63
R 57.50
STA 206+40.63
L -157.50
STA 207+61.56
L -157.50
STA 205+97.77
L -67.66
STA 206+40.63
L -67.57
STA 207+60.61
R 6.97
STA 207+60.53
L -14.64
FR
FR
FR
UD
STA 205+97.52
L -32.94
STA 206+40.63
L -32.94
AN
RP
M
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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
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G
IN
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R S
D R
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B
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D B
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KEYPLAN
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F O
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TU
LS
A
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C O
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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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W
2B V-
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W
2B V-
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CS113
MATCH LINE - SHEET CS111
F-F
CS113 CP302
F-F
CS113 CP302
200 PARKING SPACES
SE 59TH STREET
387'
8'
27'
N 148739.81 E 2156905.98 N 148739.81
E 2157292.98
R35' R35'
CONSTRUCTION LIMIT
CONSTRUCTION LIMIT
PROVIDE NEW CHAIN LINK
FENCE AROUND COMPLETED
DEVELOPMENT.
5 INCHES ASPHALT PAVEMENT
WITH 12 INCHES AGGREGATE
AN
R P
M
E L
I
I R Y
N G
E S I
D
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SHEET ID
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IS
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TI
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D A
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D
A
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M A
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D E
S C
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TI
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A
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F
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2 3 4 5 6 7 8 9 10 11 12
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K E
R A
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Mason and Hanger
4880 Sadler Rd #300 Glen Allen, VA 23060
(804) 285-4171
50' 100'0
MATCH LINE - SHEET CS111 MATCH LINE - SHEET CS112
REFER TO CS113 FOR
THIS AREA
R35.00'
CS114
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F F F
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F F
F F
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W W
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G G
G G
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F
F F
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SAN
SAN
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SAN
SAN
SAN
SAN
SSAN
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S
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
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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+
00O H
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FOC FOC FOC FOC FOC
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FO
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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 W V
W V
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MW
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TRANS
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GVPGVP
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SAN SAN SAN SAN
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANW 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 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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3+
4+
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6+
7+
8+
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FR
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FR
FR
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D D D
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FR
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CB
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CB D
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SD
SD
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SD
SD
SD
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UD UD UD SD
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SD
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FR
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FR
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RP
M
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N G
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CONSTRUCTION
US Army Corps of Engineers
SHEET OF
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Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
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1282.0
1283.0
1284.0
1285.0
1286.0
1287.0
1288.0
1289.0
1290.0
1291.0
1292.0
1283.0 1283.0 1283.0 1284.0
1285.0 1286.0
1287.0 1288.0
1289.0 1290.0
1281.0
1281.0
1282.0
1282.0
1283.0
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1284.0 1285.0
1286.0 1287.0
1285.0
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1287.0
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1287.0
1288.0
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1290.0
1291.0
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1294.0
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1287.0
1283.0
1284.0
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSAN SAN SAN SAN
S
SAN
SAN
SAN
SAN
SAN
SANF 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 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 W W W W W W W W W W
2+00
3+00
4+00 5+00 6+00 7+00 8+00
9+00
10+00 11+00
4+
5+
6+
7+
8+
9+
0+
O H
E O
H E
O H
E O
H E
O H
E
EEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E E
E E
E
E E
E E
E E
E
E E
E E
E E
E
E E
E E
E
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
WWWWWWWWWWWWWWWWWWW
E
SD SD
SD SD
O H
E
E
O H
E O
H E
O H
T O
H T
O H
T
D
W V
W V
W V
W V
W V
W VW VW V
W V
W V
MW
TRANS
TRANS
TR
AN
S
TRANS
TR
AN
S
TR
AN
S
TRANS
GM
HH
HH
HH
HH
HH
HH
HH
HH
HH
SA
N
SAN
W W
W W
W W
W W
W
W W
W W
W W
W W
W W W W W
UD UD UD
UD
UD
U D
FR
FR
FR
FR
FR
FR
UD
D
UD
D
D CB
FR
FR
D
CBCB
CB CB
FR
FR
FR
FR
CB SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
U D
U D
U D
U D
UDUDUD
UD
SD
SD
U D
UD
UD
UD
UD UD UD UD UD UD UD UD UD
SD
SD
SD
SD
UD
UD
UDUDUDUD
UD
UD
UD
UD UD UD
UD
UD
UD
UD
UD FR-44 (TYPE 1)
STA: 2+90.92
RIM: 1292.56
INV. OUT: 1288.23
UD FR-40 (TYPE 2)
STA: 2+61.86
RIM: 1292.50
INV. OUT: 1288.17
UD FR-39 (TYPE 2)
STA: 2+99.95
RIM: 1291.77
INV. IN: 1287.44
INV. OUT: 1287.44
UD BEND-43
STA: 2+99.95
INV. IN: 1288.02
INV. OUT: 1288.02
UD FR-42 (TYPE 2)
STA: 4+83.75
RIM: 1288.15
INV. IN: 1283.81
INV. OUT: 1283.81
UD FR-38 (TYPE 2)
STA: 4+83.75
RIM: 1288.12
INV. IN: 1283.79
INV. OUT: 1283.79
UD MH-41
STA: 5+84.46
RIM: 1286.13
INV. IN: 1281.80
INV. OUT: 1281.80
DOOR DRAIN MH-2
STA: 9+11.79
RIM: 1285.03
INV. OUT: 1279.18
MH-19
STA: 7+25.13
RIM: 1284.36
INV. IN: 1280.00
INV. OUT: 1279.96
MH-13
STA: 213+88.50
RIM: 1284.03
INV. IN: 1274.42
INV. IN: 1276.32
INV. OUT: 1274.32
CB-13A
STA: 213+88.50
RIM: 1283.82
INV. IN: 1279.36
INV. OUT: 1276.68
INV. OUT: 1279.59
UD FR-28 (TYPE 2)
STA: 10+03.25
RIM: 1283.84
INV. IN: 1279.01
INV. OUT: 1279.01
UD FR-3 (TYPE 1)
STA: 215+96
RIM: 1283.76
INV. OUT: 1279.52
MH-11
STA: 216+25.90
RIM: 1283.58
INV. IN: 1273.33
INV. IN: 1275.28
INV. IN: 1276.79
INV. OUT: 1273.33
CB-20
STA: 7+04.70
RIM: 1283.59
INV. IN: 1280.10
INV. OUT: 1280.10
CB-21
STA: 6+61.49
RIM: 1283.58
INV. IN: 1281.50
INV. OUT: 1280.20
CB-12
STA: 215+58.33
RIM: 1283.40
INV. IN: 1273.73
INV. IN: 1275.63
INV. OUT: 1273.63
CB-12A
STA: 215+58.33
RIM: 1283.33
INV. IN: 1279.09
INV. IN: 1279.09
INV. IN: 1278.00
INV. OUT: 1275.92
UD FR-27 (TYPE 2)
STA: 10+03.25
RIM: 1283.34
INV. IN: 1279.06
INV. OUT: 1279.06
UD FR-29 (TYPE 2)
STA: 9+21.43
RIM: 1283.34
INV. IN: 1278.86
INV. OUT: 1278.86
UD FR-37 (TYPE 2)
STA: 8+35.91
RIM: 1283.09
INV. IN: 1278.76
INV. OUT: 1278.66
INV. OUT: 1279.56
INV. OUT: 1279.56
UD FR-34 (TYPE 2)
STA: 10+00
RIM: 1282.19
INV. IN: 1276.73
INV. OUT: 1276.73
FES-2
STA: 5+74.36
INV. OUT: 1278.50
CB-4
STA: 9+39.84
RIM: 1280.31
INV. IN: 1271.97
INV. IN: 1272.21
INV. OUT: 1271.56
UD CONNECT-30
STA: 9+03.56
INV. IN: 1278.74
UD BEND-35
STA: 9+17.95
INV. IN: 1276.47
INV. IN: 1276.46
UD CONNECT-36
STA: 317+35.65
INV. IN: 1276.45
INV. OUT: 1276.45
54" RCP
" R
C P
" R
C P
30" RCP
" R
CP
18" RCP
18" RCP
18" RCP
24" RCP
" R
C P
SD
SD
SD
SD
AN
RP
M
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CONSTRUCTION
US Army Corps of Engineers
SHEET OF
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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
/2 0/
W
2B V-
-D
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W
2B V-
-D
-0
30' 60'0
G R
AD
IN
G A
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D R
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N
AG
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PL
AN
CG111
M
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C H
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- S
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T C
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MATCH LINE - SHEET CG113
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
BUILDING 2301
S D
O U
G
LA
S
BL
VD
BUILDING 8435
GRADING LIMITS
GRADING LIMITS
GRADING
LIMITS
GRADING LIMITS
8" PVC NON-PERF.
UNDERDRAIN
TIE-IN EXISTING
RCP PIPE TO MH-19
TIE-IN EXISTING
UD PIPE TO MH-41
TIE-IN
EXISTING RCP
PIPE TO MH-11
8" PVC NON-PERF.
UNDERDRAIN
6" PVC PERF.
UNDERDRAIN (TYP.)
AGILE COMMON HANGAR ELEVATION
AT HANGAR DOORS: 1285.00'
1262.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
1282.012
.0
1284.012
.0
1272.01276.0 1277.0
1278.0
1279.0 1279.0
1279.0
1280.01281.0
1273.0 1274.01275.01276.01277.01278.01279.0
1280.0 1281.0
1282.0
1283.0
1284.0
1285.0
1269.0
1269.0
1270.0
1270.01271.0
1271.0
1272.01273.01274.01275.01276.01277.0
.0
.0
.0
1281.0
1282.0
1281.0
1282.0
1266.0
1266.0
1266.0
1267.0
1267.0
1267.0
1268.0
1268.0
1268.0
1269.0
1269.0
1269.0
1270.0
1271.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.01264.0
1265.0
.0
.0
.0
.01270.0
.0
W W
W W
W W
W W
W W
W F
F F
F F
F F
F F
F F
F
FF
F F F F F F F F F
F
SSAN SAN SAN
S
SAN
SAN
SAN
SAN
SAN
SANF 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
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
EEE
4+
5+
6+
7+
8+
D D
UD
FR
FR
UD
FR
FR
FR
UD
FR
FR
FR
D
FR
CB
UD FR
D
D
DSD SD SD SD SD SD 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
U D
U D
U D
UD UD UD UD
UD
U D
UD UD
UD
UD UD UD UD UD UDUDUDUD
SD
SD
SD
SD
SD
SD
UD
UD UD
DOOR DRAIN MH-1
STA: 315+75
RIM: 1285.35
INV. OUT: 1279.18
UD FR-18 (TYPE 1)
STA: 315+53.25
RIM: 1283.57
INV. OUT: 1280.15
UD FR-17 (TYPE 1)
STA: 315+46
RIM: 1283.45
INV. OUT: 1279.13
UD MH-19
STA: 315+75
RIM: 1283.38
INV. IN: 1279.92
INV. IN: 1278.59
INV. IN: 1278.00
INV. OUT: 1277.50
UD FR-24 (TYPE 2)
STA: 13+81.42
RIM: 1283.34
INV. IN: 1279.06
INV. OUT: 1279.06
UD FR-22 (TYPE 2)
STA: 14+37.67
RIM: 1283.01
INV. IN: 1278.86
INV. OUT: 1278.86
UD FR-21 (TYPE 2)
STA: 14+56.42
RIM: 1283.02
INV. IN: 1278.79
INV. OUT: 1278.79
UD MH-26
STA: 12+01.95
RIM: 1283.02
INV. OUT: 1279.56
INV. OUT: 1279.56
UD FR-20 (TYPE 2)
STA: 316+31.75
RIM: 1282.77
INV. IN: 1278.74
INV. OUT: 1278.74
UD FR-25 (TYPE 2)
STA: 13+81.42
RIM: 1282.72
INV. IN: 1279.11
INV. OUT: 1279.11
UD FR-23 (TYPE 2)
STA: 14+37.67
RIM: 1282.64
INV. IN: 1278.91
INV. OUT: 1278.91
MH-5
STA: 315+75
RIM: 1282.07
INV. IN: 1267.56
INV. IN: 1276.50
INV. IN: 1273.00
INV. OUT: 1267.56
UD FR-1 (TYPE 1)
STA: 316+43.75
RIM: 1282.21
INV. OUT: 1277.87
CB-5A
STA: 315+75
RIM: 1281.70
INV. IN: 1277.30
INV. IN: 1277.67
INV. OUT: 1274.17
UD MH-33
STA: 12+65.33
RIM: 1281.73
INV. OUT: 1277.40
INV. OUT: 1277.40
UD FR-32 (TYPE 2)
STA: 15+30.67
RIM: 1281.21
INV. IN: 1276.73
INV. OUT: 1276.73
MH-3
STA: 12+39.21
RIM: 1280.11
INV. IN: 1268.86
INV. OUT: 1268.76
UD CONNECT-31
STA: 15+81.54
INV. IN: 1275.00
MH-1
STA: 17+29.60
RIM: 1278.38
INV. IN: 1264.43
INV. OUT: 1264.43
MH-2
STA: 15+81.54
RIM: 1277.67
INV. IN: 1266.06
INV. IN: 1266.46
INV. OUT: 1265.96
FES-1
STA: 18+46.57
INV. IN: 1262.94
54" RCP
54" RCP
" R
C P
54" RCP
18" RCP
" R
C P
.0
.0
.0
.0
.0
.0
.0
.0
.0
21+00 22+00 23+00
SD
SD
FES-4
STA: 316+47.73
INV. OUT: 1260.50
FES-0
STA: 316+70.19
INV. IN: 1260.00
48" RCP
36" RCP
FES-5
STA: 316+06.35
INV. OUT: 1262.00
FES-6
STA: 316+07.30
INV. IN: 1261.00C
B SD
36" RCP
STRU (193)
STA: 315+81.96
INV. IN: 1260.30
STRU (195)
STA: 315+81.35
RIM: 1264.83
INV. OUT: 1261.00
AN
RP
M
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I R Y
N G
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I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
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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
30' 60'0
G R
AD
IN
G A
N D
D R
AI
N
AG
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PL
AN
CG112
M
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C H
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- S
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MATCH LINE - SHEET CG113
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
M
AT
C H
L
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S H
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M
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C H
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DETENTION BASIN
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GRADING LIMITS
8" PVC NON-PERF.
UNDERDRAIN
8" PVC NON-PERF.
UNDERDRAIN
6" PVC PERF.
UNDERDRAIN (TYP.)
AGILE COMMON HANGAR ELEVATION
AT HANGAR DOORS: 1285.00'
CONCRETE TRICKLE
CHANNEL
LOW-LEVEL OUTLET
10-YR STORM OUTLET
50-YR STORM OUTLET
100-YR STORM
OVERFLOW WEIR
ELEVATION: 1265.60'
.01282.0
1283.0
1284.0
1285.0
.0
1281.0
1281.0
1282.0
1283.0
1284.0
1285.0
1279.0
1279.0
1280.0
1280.0
1281.0
1281.0
1282.0
1282.0
1283.0
1283.0
1284.01284.0
1284.0
1285.0
.0
.0
.01275.0
.0
.0
1276.0
.0
.0
1277.0
.0
.0
1278.0
.0
.0
.0
.0
.0
1284.0
1279.0
1280.0
1281.01282.0
1283.0
.0
1283.0
.0
1282.0
.0
.0
1283.0
.0
.0
1284.0
.0
1284.01284.0
.0
.0
.0
.01287.012
.0
W W W W W W W W W W
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 F
F F
F F
F F
F F
F F
F F
W W
W W
W W
W W
W W
G G
G G
G G
G G
G G
G W
W W
W W
F F
F F
F F
F F
F F
F F
F F
F F
F
FFF
F F
F F
S
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSAN SAN SAN SAN
S
SA
N
8+
9+
0+
1+
2+
3+
SAN SAN SAN SAN
U D
U D
U D
U D
U D
U D
SAN SAN SAN SAN
FR
8+
9+
0+
1+
2+
3+
DDD
D
FR
FR FR
DD
FR
UD
FR
FR
C B
UD
D
D
C B
UD
FR
CB
FR
D CB
UD
FR
FR
D CB
D
CB
D
D
CB
CB
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
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
UD
UD SD SD SD SD SD
U D
U D
U D
U D
U D
U D
U D
UD UD
UD FR-11 (TYPE 1)
STA: 310+93.62
RIM: 1285.30
INV. OUT: 1281.84
UD FR-9 (TYPE 1)
STA: 210+56.12
RIM: 1285.18
INV. OUT: 1281.22
UD FR-10 (TYPE 1)
STA: 210+56.12
RIM: 1285.13
INV. OUT: 1281.69
UD FR-12 (TYPE 1)
STA: 310+93.70
RIM: 1284.97
INV. OUT: 1281.48
UD MH-8
STA: 210+00.57
RIM: 1284.90
INV. OUT: 1280.57
UD FR-5 (TYPE 1)
STA: 211+28.75
RIM: 1284.76
INV. OUT: 1280.43
UD FR-13 (TYPE 1)
STA: 309+86.75
RIM: 1284.65
INV. OUT: 1280.32
CB-10
STA: 310+93.62
RIM: 1284.62
INV. IN: 1277.49
INV. IN: 1281.16
INV. IN: 1281.16
INV. OUT: 1277.39
UD MH-7
STA: 210+00
RIM: 1284.43
INV. IN: 1280.10
INV. OUT: 1280.10
MH-14
STA: 211+98.50
RIM: 1284.24
INV. IN: 1275.50
INV. IN: 1277.25
INV. OUT: 1275.00
MH-16
STA: 210+00
RIM: 1284.26
INV. OUT: 1276.35
CB-17
STA: 210+56.12
RIM: 1284.20
INV. IN: 1278.00
INV. IN: 1279.02
INV. IN: 1280.74
INV. IN: 1280.74
INV. OUT: 1278.00
UD MH-6
STA: 210+67.12
RIM: 1284.19
INV. IN: 1279.86
INV. IN: 1279.86
INV. OUT: 1279.86
UD FR-2 (TYPE 1)
STA: 309+86.75
RIM: 1284.00
INV. OUT: 1279.84
CB-14A
STA: 211+98.50
RIM: 1284.00
INV. IN: 1279.01
INV. OUT: 1277.51
INV. OUT: 1279.84
UD FR-4 (TYPE 1)
STA: 210+00
RIM: 1283.99
INV. OUT: 1279.66
MH-15
STA: 210+67.12
RIM: 1283.91
INV. IN: 1276.10
INV. IN: 1276.99
INV. IN: 1279.58
INV. OUT: 1275.99
CB-15A
STA: 210+67.12
RIM: 1283.67
INV. IN: 1277.25
INV. IN: 1279.34
INV. OUT: 1277.25
INV. OUT: 1279.34
UD MH-16
STA: 313+50.50
RIM: 1283.66
INV. IN: 1278.90
INV. IN: 1278.64
INV. OUT: 1278.00
UD FR-14 (TYPE 1)
STA: 311+85
RIM: 1283.64
INV. OUT: 1280.18
UD FR-15 (TYPE 1)
STA: 311+93
RIM: 1283.63
INV. OUT: 1279.30
MH-8
STA: 310+85.88
RIM: 1282.82
INV. IN: 1274.00
INV. IN: 1271.05
INV. IN: 1274.00
INV. OUT: 1270.53
CB-8A
STA: 310+85.88
RIM: 1282.50
INV. IN: 1278.82
INV. OUT: 1274.57
INV. OUT: 1278.82
MH-9
STA: 309+64
RIM: 1282.68
INV. IN: 1274.51
INV. OUT: 1271.78
CB-18
STA: 208+54.41
RIM: 1281.50
INV. IN: 1278.45
INV. OUT: 1278.45
MH-6
STA: 313+50.50
RIM: 1282.30
INV. IN: 1268.96
INV. IN: 1276.50
INV. IN: 1274.50
INV. OUT: 1268.46
MH-7
STA: 311+98.50
RIM: 1282.18
INV. IN: 1269.97
INV. IN: 1274.00
INV. OUT: 1269.87
CB-6A
STA: 313+50.50
RIM: 1282.10
INV. IN: 1277.19
INV. OUT: 1275.69
INV. OUT: 1277.87
CB-7A
STA: 311+98.50
RIM: 1281.80
INV. IN: 1277.57
INV. OUT: 1275.07
INV. OUT: 1277.57
FES-3
STA: 309+07.82
INV. OUT: 1278.05
UD CONNECT-14
STA: 311+00.06
INV. IN: 1278.50
INV. IN: 1278.5036
" R C
P
" R C
P
" R C
P
24" RCP
" R
C P
" R
C P
" R
C P
24" R C
P
" R
C P
" R
C P
18" RCP
18" RCP
18" RCP
24" RCP
18" RCP
18" RCP
18" RCP
18" RCP
FR
UD UD UD
U D
U D
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CONSTRUCTION
US Army Corps of Engineers
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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
/2 0/
W
2B V-
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2B V-
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30' 60'0
G R
AD
IN
G A
N D
D R
AI
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PL
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CG113
MATCH LINE - SHEET CG111 MATCH LINE - SHEET CG112
MATCH LINE - SHEET CG114
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
GRADING LIMITS
GRADING LIMITS
GRADING LIMITS
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
8" PVC NON-PERF.
UNDERDRAIN
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
6" PVC PERF.
UNDERDRAIN (TYP.)
MATCH LINE - SHEET CG115
8" PVC NON-PERF.
UNDERDRAIN
AGILE COMMON HANGAR ELEVATION
AT HANGAR DOORS: 1285.00'
W
W W
W W
W W
W W
W W
W W
W W
W G
G G
G G
G G
G G
G G
F
4+
5+
6+
7+
E
HH
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
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E E
E E
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E E
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HH
HH
HH
HH
HH
MW
FR
FR
FR
UD
U D
U D
UD UD UD
UD FR-45 (TYPE 1)
STA: 207+64.57
RIM: 1284.82
UD FR-47 (TYPE 2)
STA: 207+56.65
RIM: 1284.15
INV. IN: 1279.08
INV. OUT: 1279.08
UD FR-46 (TYPE 1)
STA: 206+44.63
RIM: 1283.69
INV. OUT: 1279.36
UD MH-48
STA: 207+56.43
RIM: 1281.42
INV. IN: 1278.70
INV. OUT: 1278.70
1281.0
.0
1282.0
.0
1283.0
.0
1284.0
.0
.0
1286.0
AN
RP
M
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I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
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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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W
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-D
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30' 60'0
G R
AD
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G A
N D
D R
AI
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PL
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CG114
MATCH LINE - SHEET CG113
M
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T C
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6" PVC PERF.
UNDERDRAIN (TYP.)
8" PVC NON-PERF.
UNDERDRAIN
200 PARKING SPACES
SE 59TH STREET
1285.0
1285.0
1285.0
.0
1290.0
1290.0
1290.0
1280.0
1280.0
1280.0
1280.0
1280.0
1290.0
1295.0
1300.0
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET ID
U S
A R
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C O
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/2
0/
Mason and Hanger
4880 Sadler Rd #300 Glen Allen, VA 23060
(804) 285-4171
30' 60'0
MATCH LINE - SHEET CG113
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CG115
A . L
IL
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M . S
O U
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J.
L
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K
G R
A D
IN
G
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A
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P
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.0
1284.012
.0
.0
1282.0
1281.0
1281.0
1282.0
1283.0
1283.0
1284.0
1285.0
1284.0
1279.0 1279.0
1280.01281.0
1281.0
1282.0
1283.0
1284.0
1285.0
W W
W 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
F F
F F
F F
F
F F
W
F F
F F F F F
F
SSAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSAN SAN SAN SAN SSAN SAN SAN SAN SAN SAN
S
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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 W W W W W W
9+00
10+00 11+00 12+00 13+00 14+00 15+00
HH
4+
5+
6+
7+
8+
D D D
UD
UD
D CB
FR
FR
FR
D
CB
FR
CB
UD
FR
FRFR
FR
FR
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FR
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FR
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CB DSD 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 SDSDSDSDSDSDSDSDSD
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
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UD UD UD UD UD UD
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SD
SD
SD
SD
SD
SD
SD
UD UD UD UD UD UD UD UD UDUD
UD
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UD UD UD
UDUD
UD
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RD MH-62
STA: 10+04.33
RIM: 1285.55
INV. IN: 1278.00
INV. IN: 1281.60
INV. OUT: 1276.82
RD MH-48
STA: 12+23.33
RIM: 1285.51
INV. IN: 1280.87
INV. IN: 1281.75
INV. OUT: 1280.87
RD MH-36
STA: 13+70.24
RIM: 1285.47
INV. IN: 1282.17
INV. OUT: 1282.17
RD CONNECT-60
STA: 10+50.35
INV. IN: 1278.69
INV. IN: 1279.35
INV. OUT: 1278.69
RD CONNECT-58
STA: 10+76.35
INV. IN: 1279.08
INV. IN: 1278.70
INV. OUT: 1279.08
RD CONNECT-56
STA: 11+02.35
INV. IN: 1279.47
INV. IN: 1280.50
INV. OUT: 1279.47
RD CONNECT-54
STA: 11+30.33
INV. IN: 1279.82
INV. IN: 1280.50
INV. OUT: 1279.82
RD CONNECT-52
STA: 11+56.33
INV. IN: 1280.14
INV. IN: 1281.00
INV. OUT: 1280.14
RD CONNECT-50
STA: 11+80.35
INV. IN: 1280.44
INV. IN: 1281.10
INV. OUT: 1280.44
RD CONNECT-46
STA: 12+48.33
INV. IN: 1281.12
INV. IN: 1281.80
INV. OUT: 1281.12
RD CONNECT-44
STA: 12+74.33
INV. IN: 1281.38
INV. IN: 1282.00
INV. OUT: 1281.38
RD CONNECT-42
STA: 13+01.33
INV. IN: 1281.65
INV. IN: 1282.00
INV. OUT: 1281.65
RD CONNECT-40
STA: 13+27.33
INV. IN: 1281.85
INV. IN: 1281.25
INV. OUT: 1281.85
RD CONNECT-38
STA: 13+55.33
INV. IN: 1282.06
INV. IN: 1282.50
INV. OUT: 1282.06
RD-61 DS TIE-IN
STA: 10+04.33
INV. OUT: 1282.00
RD-59 DS TIE-IN
STA: 10+50.35
INV. OUT: 1282.00
RD-57 DS TIE-IN
STA: 10+76.35
INV. OUT: 1282.00
RD-55 DS TIE-IN
STA: 11+02.35
INV. OUT: 1282.00
RD-53 DS TIE-IN
STA: 11+30.33
INV. OUT: 1282.00
RD-51 DS TIE-IN
STA: 11+56.33
INV. OUT: 1282.00
RD-49 DS TIE-IN
STA: 11+80.35
INV. OUT: 1282.00
RD-47 DS TIE-IN
STA: 12+23.33
INV. OUT: 1282.00
RD-45 DS TIE-IN
STA: 12+48.33
INV. OUT: 1282.00
RD-43 DS TIE-IN
STA: 12+74.33
INV. OUT: 1282.50
RD-41 DS TIE-IN
STA: 13+01.33
INV. OUT: 1282.50
RD-39 DS TIE-IN
STA: 13+27.33
INV. OUT: 1282.00
RD-37 DS TIE-IN
STA: 13+55.33
INV. OUT: 1283.00
RD-35 DS TIE-IN
STA: 13+80.33
INV. OUT: 1282.24
16" HDPE 16" HDPE 16" HDPE 16" HDPE 16" HDPE 16" HDPE 16" HDPE 16" HDPE16" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE
24" RCP
SD
12" HDPE
12" HDPE
AN
RP
M
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I
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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
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PS
O F
EN
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IN
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R S
D R
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N
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BM
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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
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20' 40'0
G R
AD
IN
G A
N D
R O
O F
D R
AI
N
AG
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PL
AN
CG116
MATCH LINE - SHEET CG115
AGILE COMMON HANGAR
ELEVATION AT DOORS: 1285.00'
GENERAL NOTES:
1. PIPE SIZES FROM DOWNSPOUT TIE-IN TO
DOWNSPOUT CONNECTION OR MANHOLES ARE
10" HDPE UNLESS SPECIFIED OTHERWISE.
.01282.0
1283.0
1284.0
1285.0
.0
1281.0
1282.0
1283.0
1284.0
1285.0
1281.0
1282.0
1283.0
1284.01284.0
1284.0
W W 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 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
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
G G
G G
G G
G G
G G
G
W W
W W
W W
W W
F F
F F
F F
F
F F
F F
F F
F F
F F
FFFFF
F F
F F
F F
S
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSAN SAN SAN SAN SAN SAN SAN
S
SA
N
SA
N
SAN SAN SAN SAN
SAN SAN SAN SAN
9+
0+
1+
2+
3+
DDD
D
FR
FR FR
DD
FR
FR
FR
C B
UD
D
D
C B
UD
CB
FR
D CB
UD
FR
FR
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
UD
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
UDUDUD
UD UD SD SD SD SD SD SD SD
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
U D
UD
RD MH-34
STA: 311+12.33
RIM: 1285.14
INV. IN: 1281.60
INV. OUT: 1281.60
RD MH-32
STA: 311+12.33
RIM: 1285.13
INV. IN: 1279.50
INV. IN: 1281.20
INV. IN: 1281.50
INV. OUT: 1278.00
RD MH-15
STA: 311+12.33
RIM: 1285.34
INV. IN: 1281.80
INV. OUT: 1281.80
RD MH-13
STA: 211+08.33
RIM: 1285.75
INV. IN: 1281.80
INV. OUT: 1281.80
RD MH-6
STA: 211+08.33
RIM: 1285.58
INV. IN: 1281.20
INV. IN: 1281.20
INV. IN: 1281.75
INV. IN: 1281.75
INV. OUT: 1280.33
RD MH-2
STA: 211+08.33
RIM: 1285.40
INV. IN: 1281.70
INV. OUT: 1281.70
RD CONNECT-30A
STA: 311+22.33
INV. IN: 1279.75
INV. IN: 1279.75
INV. OUT: 1279.75
RD CONNECT-29
STA: 311+12.33
INV. IN: 1280.40
INV. IN: 1280.40
INV. OUT: 1280.40
RD CONNECT-27
STA: 311+12.33
INV. IN: 1280.60
INV. IN: 1280.60
INV. OUT: 1280.60
RD CONNECT-25
STA: 311+12.33
INV. IN: 1280.80
INV. IN: 1280.80
INV. OUT: 1280.80
RD CONNECT-23
STA: 311+12.33
INV. IN: 1281.00
INV. IN: 1281.00
INV. OUT: 1281.00
RD CONNECT-21
STA: 311+12.33
INV. IN: 1281.20
INV. IN: 1281.20
INV. OUT: 1281.20
RD CONNECT-19
STA: 311+12.33
INV. IN: 1281.40
INV. IN: 1281.40
INV. OUT: 1281.40
RD CONNECT-17
STA: 311+12.33
INV. IN: 1281.60
INV. IN: 1281.60
INV. OUT: 1281.60
RD CONNECT-11
STA: 211+08.33
INV. IN: 1281.60
INV. IN: 1281.60
INV. OUT: 1281.60
RD CONNECT-9
STA: 211+08.33
INV. IN: 1281.40
INV. IN: 1281.40
INV. OUT: 1281.40
RD CONNECT-4
STA: 211+08.33
INV. IN: 1281.50
INV. IN: 1281.50
INV. OUT: 1281.50
RD-33 DS TIE-IN
STA: 311+38.47
INV. OUT: 1282.00
RD-31 DS TIE-IN
STA: 311+28.46
INV. OUT: 1282.00
RD-30 DS TIE-IN
STA: 311+28.46
INV. OUT: 1282.00
RD-28 DS TIE-IN
STA: 311+28.46
INV. OUT: 1282.00
RD-26 DS TIE-IN
STA: 311+28.46
INV. OUT: 1282.00
RD-24 DS TIE-IN
STA: 311+28.35
INV. OUT: 1282.00
RD-22 DS TIE-IN
STA: 311+28.35
INV. OUT: 1282.00
RD-20 DS TIE-IN
STA: 311+28.35
INV. OUT: 1282.00
RD-18 DS TIE-IN
STA: 311+19.69
INV. OUT: 1282.00
RD-16 DS TIE-IN
STA: 311+19.69
INV. OUT: 1282.00
RD-14 DS TIE-IN
STA: 311+19.69
INV. OUT: 1282.00
RD-12 DS TIE-IN
STA: 211+15.29
INV. OUT: 1282.00
RD-10 DS TIE-IN
STA: 211+15.69
INV. OUT: 1282.00
RD-8 DS TIE-IN
STA: 211+15.69
INV. OUT: 1282.00
RD-7 DS TIE-IN
STA: 211+15.69
INV. OUT: 1282.00
RD-5 DS TIE-IN
STA: 211+15.69
INV. OUT: 1282.00
RD-3 DS TIE-IN
STA: 211+15.69
INV. OUT: 1282.00
RD-1 DS TIE-IN
STA: 211+38.67
INV. OUT: 1282.00
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AGILE COMMON HANGAR
ELEVATION AT DOORS: 1285.00'
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