AM05 DRAWINGS.pdf
PDF 11 MB Posted
- Solicitation number
- W9127820R0012
About this file
This document provides details on a federal solicitation for aircraft maintenance hangar construction services at Soto Cano Air Base in Honduras. The solicitation number is W9127820R0012 and is being issued by the Department of the Army Corps of Engineers Engineering District Mobile. Responses are due by the date specified in the attachments. Services required include construction of a new aircraft maintenance hangar to support operations at Soto Cano Air Base, as outlined in the drawings and specifications attached. The award date and other contractual terms are to be determined upon evaluation of proposals received.
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Other files
| File | Type | Posted |
|---|---|---|
| AM07.pdf | ||
| AM06.pdf | ||
| AM06 DRAWINGS.pdf | ||
| W9127820R0012 - Virtual Site Visit Presentation.PDF | ||
| AM05.pdf | ||
| AM04.pdf | ||
| AM03.pdf | ||
| AM03 DRAWINGS.pdf | ||
| AM02 DRAWINGS.pdf | ||
| AM02.pdf | ||
| AM01 DRAWINGS.pdf | ||
| AM01.pdf | ||
| VOL5.PDF | ||
| VOL6.PDF | ||
| VOL4.PDF | ||
| EM 385-1-1.pdf | ||
| VOL 1 RTA DRAWINGS.pdf | ||
| VOL 2 RTA DRAWINGS.pdf | ||
| VOL2.PDF | ||
| VOL1.PDF | ||
| VOL3.PDF |
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Text version
1 2 3 4 5
D
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B
A
US Army Corps of Engineers ®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
FY20 AIRCRAFT MAINTENANCE HANGAR
APRIL 2020
SOTO CANO AIR BASE, HONDURAS
MOBILE DISTRICR PROJECT CODE: M017EU45
SOLICITATION NUMBER : W9127820R0012
AMENDMENT NO. 0005
T
14.9M
N: 1589186.19
E: 433630.51
N: 1589393.49
E: 433593.65
N: 1589193.31
E: 433667.74
N: 1589208.24
E: 433664.35
D4
CD301
A1
CD301
A4
CD301
15.0M
M
N: 1589199.41
E: 433628.21
21 22
A1
CD503
TYP.
E1
CD503
A6
CD503
N: 1589201.87
E: 433627.77
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SHEET ID
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PLAN NORTH
SCALE:
1 : 400
16m8m
NOTES:
1. SEE C-002 AND C-003 FOR
ABBREVIATIONS AND LEGEND,
RESPECTIVELY.
2. SEE C-004 FOR GENERAL NOTES.
3. SAWCUT ASPHALT 15 cm PAST
CONCRETE EDGE AFTER
CONCRETE REMOVAL.
KEYED DEMOLITION NOTES:
FULL DEPTH SAWCUT.
FULL DEPTH PAVEMENT REMOVAL
SEE CD501 FOR MORE DETAIL
REMOVE HEADWALL
REMOVE 67± M OF DOUBLE 900 MM
RCP.
PAVEMENT MARKING REMOVAL.
REFERENCE ELECTRICAL SHEETS
FOR ELECTRICAL DEMOLITION.
CONCRETE DITCH REMOVAL.
HANDRAILS TO BE REMOVED.
WATER UTILITY INFRASTRUCTURE
TO BE REMOVED.
END WATER LINE DEMOLITION. SEE
SHEET CU101 FOR ADDITIONAL
INFORMATION.
EXISTING FIRE HYDRANT AND VALVE
TO REMAIN
EXISTING WATER WELL TO REMAIN.
DEMOLITION AND CONSTRUCTION
ACTIVITIES SHALL NOT DISTURB
WATER WELL OR SURROUNDING
INFRASTRUCTURE.
EXISTING FORCE MAIN TO BE
REMOVED.
CONTAINERS TO BE
RELOCATED BY OTHERS.
2 - 36.5M x 27.5M CLOTH HANGARS
TO BE REMOVED BY OTHERS.
APRON PAVEMENT TO REMAIN.
REMOVE 2.2M x 2.3M METAL GUARD
BOOTH ON CONCRETE SLAB WITH
0.9M x 0.9M CONCRETE STAIRS.
EXISTING MOORING AND TIE-DOWN
TO BE REMOVED.
RETAIN AND PROTECT.
LIMITS OF EXCAVATION FOR
UNDERCUT; SEE CD301.
REMOVE EXISTING APRON SLAB TO
ACCOMMODATE NEW STRUCTURE
FOOTINGS AND SLAB.
RETAIN AND PROTECT EXISTING
TRENCH DRAIN TO REMAIN.
AREA 1 - 100 mm ASPHALT
PAVEMENT; SEE A1, CD501
AREA 2 - 60mm ASPHALT
PAVEMENT; SEE A4, CD501
EXISTING WELL TO REMAIN.
(DEMOLITION AND CONSTRUCTION
ACTIVITIES SHALL NOT DISTURB
WATER WELL OR SURROUNDING
INFRASTRUCTURE.)
DEMOLISH EXISTING DOUBLE SWING
GATE
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CONCRETE ROAD
AutoCAD SHX Text R-19
AutoCAD SHX Text R-18
AutoCAD SHX Text R-40
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AutoCAD SHX Text R-43
AutoCAD SHX Text R-46
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AutoCAD SHX Text R-49
AutoCAD SHX Text R-49A
AutoCAD SHX Text A-13
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EB
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WVB
AutoCAD SHX Text S
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EB
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BM-HAN-1
AutoCAD SHX Text
BM (EXIST. BM WITHOUT DESIGNATION)
AutoCAD SHX Text D-10
AutoCAD SHX Text D-11
AutoCAD SHX Text D-5
AutoCAD SHX Text D-3
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CONCRETE ROAD
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HB
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SSVB
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AutoCAD SHX Text
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B40
B553
FOD
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STOP
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PCC HANGAR APRON
TAXIWAY F-NE N10° 09' 55.42"W
TAXIWAY F-SE
TAXIWAY ECHO
1+000
1+020
1+040
1+044
N: 1589199.408
E: 433628.199
0+040
0+060
0+080
0+086
0+013
N
N: 1589193.668
E: 433629.173
N: 1589201.649
E: 433672.741
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
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B P
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P E k m h
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
A1
CP504
TYP.
A6
CP504
A6
CP503
SEE CD SHEETS
FOR LAYOUT (TYP.)
A1
CP405
250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS
150mm SS 150mm SS 150mm SS 150mm SS 150mm SS 150mm SS 150mm SS
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100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS
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32mm F M
32mm F M
32mm F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM m m m m
S
S m m
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S m m
S
S m m
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S m m
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S m m
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150mm SS 150mm SS 150mm SS m m F
M m m F
M m m F
M m m F
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F M
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US Army Corps of Engineers
SHEET ID
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MATCHLINE (SEE CONTINUATION ON SHT. CP102)
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PLAN NORTH
SCALE:
1 : 400
16m8m
NOTES:
1. SEE CT SHEETS FOR GEOMETRIC
LAYOUT.
2. SEE CU SHEETS FOR WATER AND
WASTEWATER UTILITIES.
3. SEE ES SHEETS FOR ELECTRICAL
PLANS
PAVING KEY NOTES:
PROPOSED HMA PARKING APRON
PROPOSED HMA APRON SHOULDER
PROPOSED PCC AIRCRAFT
PARKING PAD
PROPOSED PCC HANGAR
AIRCRAFT APRON
PROPOSED PCC SIDEWALK
PROPOSED GRAVITY WALL WITH
GUARDRAIL
PROPOSED HMA DRIVE
PROPOSED PCC STEPS
PROPOSED PCC RAMP
TIE FLUSH TO EXISTING
PROPOSED PCC EQUIPMENT PAD
CONCRETE FILLED STEEL BOLLARD
CONCRETE SLOPE PAVING
RETAINING WALL SEE STRUCTURAL
PLANS
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AMENDMENT 0005
AutoCAD SHX Text H=13m
AutoCAD SHX Text
CONCRETE DRIVEWAY
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text A-13
AutoCAD SHX Text
BM-HAN-1
AutoCAD SHX Text
BM (EXIST. BM WITHOUT DESIGNATION)
AutoCAD SHX Text D-10
AutoCAD SHX Text D-5
AutoCAD SHX Text D-3
AutoCAD SHX Text D-2
AutoCAD SHX Text
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AutoCAD SHX Text
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HANGAR
AIRFIELD PERIMETER FENCE
FOD
CHECK
STOP
M
1+160
1+178
PCC HANGAR APRON
TAXIWAY F-NE N10° 09' 55.42"W
TAXIWAY F-SE
TAXIWAY ECHO
1+000
1+020
1+040
1+044
N: 1589199.408
E: 433628.199
0+040
0+060
0+080
0+086
0+013
N
N: 1589193.668
E: 433629.173
N: 1589201.649
E: 433672.741
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
U
I V
E
B P
E P
S T
A
D E
S I G
N
S
P E k h
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
PROPOSED
HANGAR
EDGE OF APRON
M
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7.500M
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32m m
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32m m
F M
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32m m
F M
32m m
F M
32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM m m m m
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S m m
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S m m
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S m m
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S m m
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M m m F
M m m F
M m m F
M
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F M
250m m
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F M
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F M
250m m
F M
250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM m m
F
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A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
MATCHLINE (SEE CONTINUATION ON SHT. CP116)
J
O D
O N
N E
L L
K
K I R
B Y
P
O C
O N
N O
R
J
L O
N G
J
O D
O N
N E
L L
K
K I R
B Y
P
O C
O N
N O
R
J
L O
N G
M A
T C
H L
I N
E
S
N
T I N
U A
T I O
N
O
N
S
H T
C
P
M A
T C
H L
I N
E
S
N
T I N
U A
T I O
N
O
N
S
H T
C
P
PLAN NORTH
SCALE:
1 : 400
16m8m
NOTES:
1. SEE CT SHEETS FOR GEOMETRIC
LAYOUT.
2. SEE CU SHEETS FOR WATER AND
WASTEWATER UTILITIES.
3. SEE ES SHEETS FOR ELECTRICAL
PLANS
MARKING KEY NOTES:
152MM SINGLE SOLID YELLOW
STRIPE (SSYS)
152MM DOUBLE SOLID YELLOW
STRIP (DSYS)
CH-47 WHITE PARKING POSITION
MARKING (WPPM) DETAIL C5/CP507
UH-60 WHITE PARKING POSITION
MARKING (WPPM) DETAIL D5/CP507
YELLOW SHOULDER MARKING
DETAIL A1/CP509
WHITE TRAFFIC CONTROL
MARKING (STOP BAR)
DETAIL A5/CP509
WHITE TRAFFIC CONTROL MARKING
AND LEGEND "STOP CHECK FOD"
DETAIL A5/CP509
152MM SINGLE SOLID YELLOW
TRAFFIC STRIPE (SSYTS)
YELLOW VFR HOLD POSITION LINE
DETAIL E1/CP509
152mm YELLOW PARKING "T"
2500mm x 1800mm, 152mm SINGLE
YELLOW STRIPE BOX
PARKING STALL NUMBER DETAIL
(NUMBERED LOCATION TO BE AS
DIRECTED BY COR.)
TRAFFIC SIGN (R1-1, STOP)
A
M E
U
P D
A T
O
P O
S E
D
U
T I L
I T
Y
L
O C
A T
I O
N S
J U
AMENDMENT 0005
AutoCAD SHX Text H=13m
AutoCAD SHX Text
CONCRETE DRIVEWAY
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text A-13
AutoCAD SHX Text
BM-HAN-1
AutoCAD SHX Text
BM (EXIST. BM WITHOUT DESIGNATION)
AutoCAD SHX Text D-10
AutoCAD SHX Text D-5
AutoCAD SHX Text D-3
AutoCAD SHX Text D-2
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BM 1
AutoCAD SHX Text
HANGAR
AutoCAD SHX Text
BM 2
PROPOSED
HANGAR
M
1+160
1+178
PCC HANGAR APRON
M
M
STA. 0+325.000 TAXIWAY F-NE =
STA. 1+156.21 TAXIWAY ECHO
N: 1589155.032
E: 433574.189
STA. 0+315.000 TAXIWAY F-SE =
STA. 1+178.000 TAXIWAY ECHO
N: 1589158.881
E: 433595.667
TAXIWAY F-NE N10° 09' 55.42"W
TAXIWAY F-SE
TAXIWAY ECHO
1+000
1+020
1+040
1+044
M
0+040
0+060
0+080
0+086
0+013
N
N: 1589193.668
E: 433629.173
N: 1589201.649
E: 433672.741
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
C L
S
O U
I V
E
B P
E P
S T
A
D E
S I G
N
S
P E k m h
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
L1
250MM SS 250MM SS 250MM SS 250MM SS 250MM SS
150mm SS 150mm SS
150MM WL 150MM WL
250MM WL 250MM WL
M
M
W
L
250MM WL
250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL
M
M
W
L M
M
W
L M
M
W
L
150MM WL
300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW
100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS
LS
32mm F M
32m m
F M
32m m
F M
32m m
F M
32mm FM 32mm FM 32mm FM 32mm FM 32mm FM m m m m
S
S m m
S
S m m
S
S
150mm SS m m F
M
250m m
F M
250m m
F M
250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM
150MM WL
M
M
W
L
J
O D
O N
N E
L L
K
K
I R
B Y
P
O C
O N
N O
R
J
L O
N G
G E
O M
E T
R
Y
O U
T
M E
U C
T d w g
CT105
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
MATCHLINE (SEE CONTINUATION ON SHT. CS102)
M A
T C
H L I N
E
S
N
T I N
U A
T I O
N
O
N
S
H T
C
S
M A
T C
H L I N
E
S
N
T I N
U A
T I O
N
O
N
S
H T
C
S
PLAN NORTH
NOTES:
1. MARKINGS NOT SHOWN FOR
CLARITY. SEE PAVING AND
MARKING PLANS CP SHEETS FOR
MARKING AND PAVING
INFORMATION.
2. SEE CU SHEETS FOR WATER AND
WASTEWATER UTILITIES.
3. SEE ES SHEETS FOR ELECTRICAL
PLANS
SCALE:
1 : 400
16m8m
KEYED NOTES:
PROPOSED 22714.74 LITER FIRE
SUPPRESSION STORAGE TANKS
AND PUMP HOUSE
A
M E
U
P D
A T
O
P O
S E
D
U
T I L
I T
Y
L
O C
A T
I O
N S
J U
AMENDMENT 0005
AutoCAD SHX Text H=13m
AutoCAD SHX Text
CONCRETE DRIVEWAY
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text A-13
AutoCAD SHX Text
BM-HAN-1
AutoCAD SHX Text
BM (EXIST. BM WITHOUT DESIGNATION)
AutoCAD SHX Text D-10
AutoCAD SHX Text D-5
AutoCAD SHX Text D-3
AutoCAD SHX Text D-2
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
BLD
AutoCAD SHX Text
HANGAR
DRAINAGE PROFILE: ST-12 TO ST-17
0+260
0+280
0+300
0+320
0+340
0+360
0+380
0+400
0+420
0+440
0+460
0+480
I N
V
O
U T
W
I N
V
I N
N
E
S T
R I M
I N
V
O
U T
S
W
I N
V
I N
N
S T
R I M
25.604 M
O
F 900 m m
R C
P C
LASS V @
0.50%
13.129 M OF 900 mm
RCP CLASS V @ 0.54%
I N
V
O
U T
W
I N
V
I N
E
I N
V
I N
N
S T
A
R I M
I N
V
O
U T
W
I N
V
I N
E
I N
V
I N
N
S T
B
R I M
37.504 M
O
F 900 m m
R C
P C
LA
S
S V
0.54%
36.847 M
O
F 900 m m
R C
P C
LA
S
S V
0.54%
I N
V
O
U T
W
I N
V
I N
E
I N
V
I N
N
S T
R I M
20.219 M
O
F 900 m m
R C
P C
LA
S
S V
0.54%
I N
V
O
U T
S
I N
V
I N
E
I N
V
I N
N
S T
R I M
EXISTING GRADE LINE
PROPOSED GRADE LINE
FROM ST-11
35.268 M OF 900 mm
RCP CLASS V @ 0.54%
60.367 M
O
F 900 m m
R C
P C
LA
S
S V
0.54%
17.184 M OF 900 mm
RCP CLASS V @ 0.54%
I N
V
O
U T
W
I N
V
I N
E
S T
A
R I M
I N
V
O
U T
W
I N
V
I N
E
S T
B
R I M
DRAINAGE PROFILE: ST-1 TO ST-11
0+000
0+020
0+040
0+060
0+080
0+100
0+120
0+140
0+160
0+180
0+200
0+220
0+240
5.789 M OF 450 mm
RCP CLASS III @ 0.54%
17.336 M
O
F 600 m m
R C
P C
LA
S
S
III @
0.54%
31.821 M
O
F 600 m m
R C
P C
LA
S
S
III @
0.54%
26.367 M
O
F 600 m m
R C
P C
LASS III @
0.50%
31.413 M
O
F 750 m m
R C
P C
LASS III @
0.50%
29.560 M
O
F 450 m m
R C
P C
LA
S
S
III @
0.54%
17.473 M OF 600 mm
RCP CLASS III @ 0.50%
I N
V
O
U T
S
S T
R I M
I N
V
O
U T
S
I N
V
I N
N
S T
R I M
I N
V
O
U T
E
I N
V
I N
N
S T
R I M
I N
V
O
U T
S
I N
V
I N
W
S T
R I M
I N
V
O
U T
S
I N
V
I N
W
I N
V
I N
N
S T
R I M
I N
V
O
U T
E
I N
V
I N
N
I N
V
I N
W
S T
R I M
I N
V
O
U T
S
I N
V
I N
N
S T
R I M
I N
V
O
U T
S
I N
V
I N
N
S T
R I M
I N
V
O
U T
S
I N
V
I N
N
I N
V
I N
W
S T
R I M
41.959 M
O
F 450 m m
R C
P C
LA
S
S
III @
0.54%
14.043 M OF 600 mm
RCP CLASS III @ 0.59%
I N
V
O
U T
S
I N
V
I N
N
I N
V
I N
N
S T
R I M
18.698 M OF 600 mm
RCP CLASS III @ 0.50%
GRAVITY WALL
EXISTING GRADE LINE
6.180 M OF CONCRETE TRENCH DRAIN @ 0.27%
I N
V
O
U T
S
I N
V
I N
W
S T
R I M
STAIRS
TO ST-12
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
D R
A I N
A G
E
P
R O
F I L
E S
M E
U C
G d w g
CG201
HORIZONTAL SCALE: 1:400
VERTICAL SCALE: 1:40
A
M E
U
P D
A T
A
I N
A G
E
D
W
A S
T E
W A
T E
R
C O
N F
L I C
T
J U
AMENDMENT 0005
6.0
-4.1%
-2.0%
O F
F S
E T
E L
V
O F
F S
E T
E L
O F
F S
E T
E L
WATER LINE
OFFSET=6.97
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
COMM.
DUCT BANK
STORM SEWER
H A
N G
A R
S E
E
C
T
O F
F S
E T
E L E
-2.0%
-5.0%
5.9
WATER LINE
OFFSET=6.04
ELEV = 626.100
O F
F S
E T
E L E
O F
F S
E T
E L E
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
COMM.
DUCT BANK
STORM SEWER
H A
N G
A R
S E
E
C
T
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
-2.0%
-3.4%
6.0
WATER LINE
OFFSET=6.99
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
COMM.
DUCT BANK
STORM SEWER
H A
N G
A R
S E
E
C
T
O F
F S
E T
E L
-2.0%
-9 .8
.2
O F
F S
E T
E L
O F
F S
E T
E L
WATERLINE
OFFSET=7.01
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
COMM.
DUCT BANK
STORM SEWER
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
J
O D
O N
N E
L L
S T
U R
N E
R
J
L O
N G
P
O C
O N
N O
R
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG316
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
SCALE:
0 4m2m
1 : 100
0+000.00
0+007.50
0+015.00
0+022.50
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
F S
E T
E L
O F
F S
E T
E L
S T
O F
F S
E T
E L
6.0
-9 .9
-2.0%
WATER LINE
OFFSET=7.02
ELEV = 626.100
N
C R
E T
E
R
O A
D
H A
N G
A R
S E
E
C
T
COMM.
DUCT BANK
POWER
DUCT BANK
STORM SEWER
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
.2
.6
-2.0%
WATER LINE
OFFSET=7.01
ELEV = 626.100
N
C R
E T
E
R
O A
D
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
COMM.
DUCT BANK
POWER
DUCT BANK
STORM SEWER
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
6.0
-9 .8
-2.0%
WATER LINE
OFFSET=7.02
ELEV = 626.100
N
C R
E T
E
R
O A
D
H A
N G
A R
S E
E
C
T
COMM.
DUCT BANK
POWER
DUCT BANK
STORM SEWER
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
-2.0%
-8 .6
.4
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
WATER LINE
OFFSET=7.03
ELEV = 626.100
N
C R
E T
E
R
O A
D
250mm
FORCE MAIN
SANITARY SEWER
(EXISTING; TO BE REMOVED)
H A
N G
A R
S E
E
C
T
COMM.
DUCT BANK
POWER
DUCT BANK
STORM SEWER
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG317
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
SCALE:
0 4m2m
1 : 100
0+030.00
0+036.25
0+037.50
0+045.00
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
-2.0%
-5.5%
6.0
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
WATER LINE
OFFSET=7.05
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
6.0
-6 .6
-2.0%
WATER LINE
OFFSET=7.04
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm
FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
-2.0%
-4.6%
.8
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
WATER LINE
OFFSET=7.07
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
5.9
-5.5%
-2.0%
WATER LINE
OFFSET=7.06
ELEV = 626.100
O F
F S
E T
E L E
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG318
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
SCALE:
0 4m2m
1 : 100
0+052.50
0+060.00
0+067.50
0+075.00
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
6.2
-2.0%
-3.9%
WATER LINE
OFFSET=7.08
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
O F
F S
E T
E L
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
-2.0%
-4.3%
.7
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
WATER LINE
OFFSET=7.08
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
-2.0% -2.3%
4.0%
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
WALL
FOOTING
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
-2.0%
O F
F S
E T
E L
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
STORM SEWER
POWER
DUCT BANK
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
WALL
FOOTING
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG319
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
SCALE:
0 4m2m
1 : 100
0+078.06
0+082.50
0+085.00
0+086.66
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
OFFSET=7.71
ELEV = 627.934
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
WATER LINE
OFFSET=7.10
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING;
TO BE REMOVED)
-2.1%
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
OFFSET=7.71
ELEV = 627.930
OFFSET=7.71
ELEV = 629.490
O F
F S
E T
E L E
O F
F S
E T
E L E
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
WATER LINE
OFFSET=7.10
ELEV = 626.100
N
C R
E T
E
R
O A
D
O F
F S
E T
E L E
-2.0%
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L E
S T
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
-2.0%
-6 .3
6.0
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
WATER LINE
OFFSET=7.10
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
STORM SEWER
SLOPE
PAVING
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
-2.0%
-6 .2
6.1
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
SLOPE
PAVING
250mm FORCE MAIN
STORM SEWER
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG320
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
SCALE:
0 4m2m
1 : 100
0+095.00
0+097.50
0+103.84
0+105.00
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
A
M E
U
P D
A T
C
O R
R E
C
T I O
N J U
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
5.8
-2.0%
-5.0%
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
STORM SEWER
STORM SEWER
SLOPE
PAVING
H A
N G
A R
S E
E
C
T
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
-2.0%
-5.6%
6.1
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
STORM SEWER
SLOPE
PAVING
H A
N G
A R
S E
E
C
T
STORM SEWER
SANITARY SEWER
SEE CU FOR ELEVATION
32mm
FORCE MAIN
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
-2.0%
-4.4%
5.4
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
SLOPE
PAVING
250mm FORCE MAIN
STORM SEWER
H A
N G
A R
S E
E
C
T
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
O F
F S
E T
E L
-2.0%
-4.1%
5.9
S T
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
STORM SEWER
POWER DUCT BANK
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
SLOPE
PAVING
250mm FORCE MAIN
STORM SEWER
H A
N G
A R
S E
E
C
T
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG321
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
SCALE:
0 4m2m
1 : 100
0+120.00
0+112.50
0+130.20
0+127.50
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
A
M E
U
P D
A T
A
I N
A G
E
D
W
A S
T E
W A
T E
R
C O
N F
L I C
T
J U
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
-2.0%
-3.7%
6.1
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
SLOPE
PAVING
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
-2.0%
-3.1%
.0
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
WATER LINE
OFFSET=7.10
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
SLOPE
PAVING
H A
N G
A R
S E
E
C
T
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
-2.0% -2.5%
.3
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
O F
F S
E T
E L E
WATER LINE
OFFSET=7.10
ELEV = 626.100
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
SLOPE
PAVING
250mm FORCE MAIN
H A
N G
A R
S E
E
C
T
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
WATER LINE (FIRE)
OFFSET=6.37
ELEV = 626.100
WATER LINE
OFFSET=7.10
ELEV = 626.100
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
O F
F S
E T
E L
6.0
-2.4%
-2.0%
N
C R
E T
E
R
O A
D
POWER
DUCT BANK
STORM SEWER
SANITARY SEWER
(EXISTING; TO BE REMOVED)
COMM.
DUCT BANK
250mm FORCE MAIN
SLOPE
PAVING
H A
N G
A R
S E
E
C
T
32mm
FORCE MAIN
SANITARY SEWER
SEE CU FOR ELEVATION
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
C R
O S
S
S
E C
T I O
N S
H A
N G
A
D W
A Y
M E
U C
G d w g
CG322
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
J
O D
O N
N E
L L
K
K I R
B Y
J
L O
N G
P
O C
O N
N O
R
SCALE:
0 4m2m
1 : 100
0+135.00
0+142.50
0+150.00
0+150.76
A
M E
U
P D
A T
T
S
T E
W A
T E
R
L
I N
E S
J U
1 1
STORM STRUCTURES TABLE
STRUCTURE
ID #
ST-1
ST-2
ST-3
ST-4
ST-5
ST-6
ST-11
ST-12
ST-13
ST-14
ST-15A
ST-15B
ST-16A
ST-16B
ST-17
ST-18
ST-19
ST-20A
ST-20B
ST-21
ST-22
TOP OF GRATE OR
CURB THROAT
ELV. (M)
629.299
629.134
628.700
629.494
627.700
626.817
627.733
627.660
627.750
627.761
627.420
626.828
625.979
625.347
623.360
623.820
623.058
625.604
626.025
625.182
626.361
INVERTS
(ELEV.)
(M)
OUT 626.837 S
IN 626.677 N
OUT 626.677 S
IN 626.450 N
OUT 626.450 E
IN 626.419 W
OUT 626.269 S
IN 626.175 N
IN 626.522 W
OUT 626.175 E
IN 626.092 W
OUT 626.092 S
IN 624.277 N
IN 625.552 W
OUT 624.127 S
IN 623.937 N
OUT 623.937 SW
IN 623.866 NE
OUT 623.866 W
IN 623.667 E
IN 627.094 N
OUT 623.667 W
IN 623.558 E
IN 626.042 N
OUT 623.558 W
IN 623.355 E
OUT 623.355 W
IN 623.029 E
OUT 623.029 W
IN 622.937 E
IN 623.745 N
OUT 621.780 W
IN 621.652 E
IN 621.970 N
OUT 621.652 S
OUT 622.070 S
IN 621.308 N
OUT 623.904 S
IN 623.838 N
OUT 623.838 S
IN 623.432 N
OUT 624.751 S
GRATE/CURB THROAT
TO OUTLET INVERT
DEPTH (M)
2.463
2.457
2.250
3.225
1.525
0.725
3.606
3.723
3.884
4.094
3.862
3.472
2.949
3.567
1.708
N/A
N/A
N/A
2.187
N/A
1.610
STRUCTURE
TYPE
TYPE C INLET
TYPE C INLET
TYPE C INLET
750mm X 750mm JUNCTION BOX
TYPE C INLET WITH J BOTTOM
750mm X 750mm JUNCTION BOX
TYPE C INLET (SPECIAL) WITH J BOTTOM
TYPE C INLET WITH J BOTTOM
TYPE C INLET WITH J BOTTOM
MANHOLE WITH J BOTTOM
MANHOLE WITH J BOTTOM
1,200 X 1,200 mm JUNCTION BOX
MANHOLE WITH J BOTTOM
TYPE E INLET WITH J BOTTOM
TYPE E INLET WITH RECTANGULAR BOTTOM
CONCRETE HEADWALL
CONCRETE HEADWALL
CONCRETE HEADWALL
TYPE E INLET WITH RECTANGULAR BOTTOM
CONCRETE HEADWALL
TYPE E INLET
NORTHING
N 1589455.689
N 1589427.338
N 1589385.945
N 1589386.966
N 1589370.584
N 1589372.979
N 1589249.186
N 1589214.471
N 1589203.901
N 1589197.381
N 1589193.716
N 1589187.169
N 1589176.489
N 1589173.449
N 1589168.920
N 1589178.762
N 1589101.135
N 1589438.068
N 1589429.119
N 1589374.333
N 1589328.611
EASTING
E 433585.044
E 433593.409
E 433600.277
E 433605.976
E 433611.648
E 433625.486
E 433647.690
E 433653.910
E 433646.122
E 433609.857
E 433589.465
E 433553.045
E 433493.630
E 433476.717
E 433451.516
E 433449.747
E 433463.959
E 433404.071
E 433405.555
E 433414.643
E 433448.899
REMARKS/NOTES
SEE SHEET CG505
SEE SHEET CG505
SEE SHEET CG505
SEE SHEET CG505
950mm X 950mm
J BOTTOM
950mm X 950mm
J BOTTOM
950mm X 950mm
J BOTTOM
1100mm X 1100mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
1250mm X 1250mm
J BOTTOM
4268mm X 1250mm
BOTTOM
4268mm X 1250mm
BOTTOM
ST-7
ST-8
ST-9
ST-10
627.814
627.761
628.059
627.782
IN 624.600 W
IN 625.921 N
OUT 624.597 S
IN 624.465 N
OUT 624.465 S
IN 627.300 N
IN 624.378 N
OUT 624.378 S
IN 624.284 N
OUT 624.284 S
3.217
3.296
3.681
3.498
TYPE C INLET (SPECIAL) WITH J BOTTOM
TYPE C INLET (SPECIAL) WITH J BOTTOM
750 x 750 mm JUNCTION BOX
TYPE C INLET (SPECIAL) WITH J BOTTOM
N 1589341.719
N 1589315.766
N 1589298.544
N 1589280.115
E 433631.431
E 433636.084
E 433639.037
E 433642.197
STORM PIPE TABLE
FROM
STRUCTURE
ID #
ST-1
ST-2
ST-3
ST-4
ST-5
ST-6
ST-11
ST-12
ST-13
ST-14
ST-15A
ST-15B
ST-16A
ST-16B
TO
STRUCTURE
ID #
ST-38
ST-9
ST-11
ST-2
ST-3
ST-4
ST-5
ST-6
ST-7
ST-12
ST-13
ST-14
ST-15A
ST-15B
ST-16A
ST-16B
ST-17
PIPE I.D.
(mm)
INVERT IN
(ELEV.)
627.133
627.317
625.591
626.837
626.677
626.450
626.269
626.175
626.092
624.127
623.937
623.866
623.667
623.558
623.355
623.029
621.780
INVERT OUT
(ELEV.)
626.967
627.300
625.552
626.677
626.450
626.419
626.175
626.092
625.921
623.937
623.866
623.667
623.558
623.355
623.029
622.937
621.652
LENGTH
(M)
113.068
6.180
5.145
29.560
41.959
5.789
17.336
14.043
31.821
35.268
13.129
36.847
20.219
37.504
60.367
17.184
25.604
SLOPE
0.15%
0.27%
0.76%
0.54%
0.54%
0.54%
0.54%
0.59%
0.54%
0.54%
0.54%
0.54%
0.54%
0.54%
0.54%
0.54%
0.50%
REMARKS/NOTES
SEE NOTE 2
SEE NOTE 3
SEE NOTE 4
SEE NOTE 4ST-7 200 624.639 624.600 5.547 0.70%
ST-7
ST-8
ST-9
ST-10
ST-8
ST-9
ST-10
ST-11
624.597
624.465
624.378
624.284
624.465
624.378
624.284
624.127
26.367
17.473
18.698
31.413
0.50%
0.50%
0.50%
0.50%
STORM PIPE TABLE
FROM
STRUCTURE
ID #
ST-17
ST-18
ST-20A
ST-20B
ST-22
ST-23
ST-24
ST-25
ST-26
ST-27
ST-28
ST-30
ST-31
ST-32
ST-33
ST-34
ST-35
ST-36
ST-37
ST-38
ST-39
ST-46
TO
STRUCTURE
ID #
ST-19
ST-17
ST-20B
ST-21
ST-23
ST-24
ST-16B
ST-26
ST-27
ST-28
ST-29
ST-31
ST-32
ST-33
ST-34
ST-35
ST-36
ST-37
ST-5
ST-15A
ST-14
ST-45
PIPE I.D.
(mm)
INVERT IN
(ELEV.)
621.652
622.070
623.904
623.838
624.751
624.326
624.003
623.071
622.863
622.655
620.720
626.890
626.781
626.753
626.713
626.662
626.608
626.575
626.551
626.182
627.194
628.632
INVERT OUT
(ELEV.)
621.308
621.970
623.838
623.432
624.325
624.003
623.745
622.863
622.655
622.447
620.471
626.781
626.753
626.713
626.662
626.608
626.575
626.551
626.522
626.042
627.094
629.152
LENGTH
(M)
68.918
10.000
9.071
55.534
55.700
55.724
46.211
38.516
38.519
38.510
24.953
19.532
4.996
7.116
9.126
9.944
5.914
4.293
5.253
26.062
23.714
29.932
SLOPE
0.50%
1.00%
0.73%
0.73%
0.76%
0.58%
0.56%
0.54%
0.54%
0.54%
1.00%
0.56%
0.56%
0.56%
0.56%
0.54%
0.56%
0.56%
0.56%
0.54%
0.42%
1.74%
STORM STRUCTURES TABLE
STRUCTURE
ID #
ST-23
ST-24
ST-25
ST-26
ST-27
ST-28
ST-29
ST-30
ST-31
ST-32
ST-33
ST-34
ST-35
ST-36
ST-37
ST-38
ST-39
ST-40
ST-41
ST-42
ST-43
ST-44
ST-45
ST-46
TOP OF GRATE OR
CURB THROAT
ELV. (M)
625.926
625.626
624.669
624.544
624.387
624.216
621.372
627.800
627.887
627.800
627.900
627.801
627.800
627.894
627.800
627.567
627.900
627.084
626.591
625.426
625.097
624.787
629.902
629.382
INVERTS
(ELEV.)
(M)
IN 624.325 N
OUT 624.326 S
IN 624.003 N
OUT 624.003 S
OUT 623.071 S
IN 622.863 N
OUT 622.863 S
IN 622.655 N
OUT 622.655 S
IN 622.447 N
OUT 620.720 W
IN 620.471 E
OUT 626.890 N
IN 626.781 S
OUT 626.781 NE
IN 626.753 SW
OUT 626.753 N
IN 626.713 S
OUT 626.713 E
IN 626.662 W
OUT 626.662 E
IN 626.608 W
OUT 626.608 E
IN 626.575 W
OUT 626.575 S
IN 626.551 N
OUT 626.551 E
IN 626.967 N
OUT 626.182 S
OUT 627.194 S
IN 629.152 S
OUT 628.632 N
GRATE/CURB THROAT
TO OUTLET INVERT
DEPTH (M)
1.601
1.623
1.598
1.681
1.733
3.496
N/A
0.910
1.106
1.047
1.187
1.139
1.192
1.319
1.249
1.385
0.706
1.200
1.200
1.200
1.200
1.200
N/A
N/A
STRUCTURE
TYPE
TYPE E INLET
TYPE E INLET
TYPE E INLET
TYPE E INLET
TYPE E INLET
TYPE E INELT
MITERED END SECTION
600 x 600 mm DROP INLET
600 x 600 mm DROP INLET
750 x 750 mm JUNCTION BOX
600 x 600 mm DROP INLET
600 x 600 mm DROP INLET
750 x 750 mm DROP INLET
750 x 750 mm JUNCTION BOX
750 x 750 mm JUNCTION BOX
1200 X 1200 mm JUNCTION BOX
600 x 600 mm DROP INLET
EDGE DRAIN MANHOLE
EDGE DRAIN MANHOLE
EDGE DRAIN MANHOLE
EDGE DRAIN MANHOLE
EDGE DRAIN MANHOLE
MITERED END SECTION
MITERED END SECTION
NORTHING
N 1589273.780
N 1589218.934
N 1589081.223
N 1589043.305
N 1589005.379
N 1588967.452
N 1588963.015
N 1589339.040
N 1589358.238
N 1589362.411
N 1589369.501
N 1589371.112
N 1589372.867
N 1589373.911
N 1589369.681
N 1589219.360
N 1589220.718
N 1589424.093
N 1589276.819
N 1589047.202
N 1588971.349
N 1588907.797
N 1589346.385
N 1589316.982
EASTING
E 433458.701
E 433468.558
E 433494.940
E 433501.704
E 433508.437
E 433515.116
E 433490.561
E 433582.611
E 433579.013
E 433581.761
E 433581.151
E 433590.134
E 433599.922
E 433605.743
E 433606.474
E 433584.791
E 433605.649
E 433445.102
E 433475.642
E 433523.445
E 433536.969
E 433548.322
E 433646.581
E 433652.179
REMARKS/NOTES
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE SHEET CG505
SEE SHEET CG505
SEE SHEET CG505
SEE SHEET CG505
J
O D
O N
N E
L L
S
T U
R N
E R
P
O C
O N
N O
R
J
L O
N G
S T
O R
M
S
E W
H
E D
U L
E
M E
U C
G d w g
CG601
J
O D
O N
N E
L L
S
T U
R N
E R
P
O C
O N
N O
R
J
L O
N G
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
NOTES:
1. SEE SHEETS CG111 THROUGH CG116 FOR EDGEDRAIN INVERT ELEVATIONS.
2. SEE SHEET CG510 DETAIL A1 AIRFIELD TRENCH DRAIN
3. SEE SHEET CG510 DETAIL A6 TRENCH DRAIN DETAIL
4. PIPE CONNECTS TO ROOF DRAINS SEE MECHANICAL PLANS
A
M E
U
P D
A T
A
I N
A G
E
D
W
A S
T E
W A
T E
R
C O
N F
L I C
T
J U
FOD
CHECK
STOP
M
N: 1589199.408
E: 433628.199
PROPOSED MAINTENANCE HANGAR
250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS
150mm SS 150mm SS 150mm SS
150MM WL 150MM WL 150MM WL
300MM FW
250MM WL 250MM WL
M
M
W
L
250MM WL
250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL
150MM WL
M
M
W
L M
M
W
L M
M
W
L M
M
W
L
150MM WL
300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW
100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS
LS
32mm F M
32mm F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM
150mm SS m m F
M m m F
M
250m m
F M
250m m
F M
250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM m m
F
M
150MM WL
M
M
W
L
P
Px
CU
A J P
K E
S
C W
B
A C
R
W A
T E
R
A
W
E R
U T
I L
I T
Y
P
L A
N
M E
U C
U d w g
CU101
FIRE SUPPRESSION EFFLUENT
CONTAINMENT TANK -SEE SHEET
CU201 FOR PLAN AND PROFILE
NOTES:
1. SEE SHEET C002 FOR LEGEND
2. SEE SHEET CD105 FOR WATER
UTILITY DEMOLITION REQUIREMENTS.
3. SEE CROSS-SECTIONS ON SHEET
CG316 FOR UTILITY LOCATION
DETAILS.
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
OIL WATER SEPARATOR
DEMO EXISTING 200MM WATER LINE
TO POINT SHOWN, CONNECT NEW
250MM AND 150MM WATER LINES TO
EXISTING 200MM WATER LINE USING
250MM TEE, REDUCERS, AND
TRANSITION FITTINGS AS REQUIRED
REQUIRED 250MM x 150MM TEE
CONNECT NEW 250MM WATER LINE
TO EXISTING 250MM WATER LINE
USING TEE AND TRANSITION
FITTING AS REQUIRED
DEMO EXISTING 200MM WATER LINE TO THIS POINT AND
CONNECT TO NEW 250MM WATER LINE USING NEW
TRANSITION FITTING AS NECESSARY
CONNECT NEW 32MM SEWER FORCE MAIN TO
EXISTING SANITARY SEWER LIFT STATION
(SEE SHEET CU205 FOR ENLARGEMENT)
FIRE
PUMP
HOUSE
D8
CU502
A1
CU301
D5
CU301
SEE P-SERIES SHEETS FOR
CONTINUATION
SEE F-SERIES SHEETS FOR
CONTINUATION
EXISTING WATER WELL TO REMAIN.
DEMOLITION AND CONSTRUCTION
ACTIVITIES SHALL NOT DISTURB
WATER WELL OR SURROUNDING
INFRASTRUCTURE.
SEE SHEET CU501 FOR WATERLINE
DEMOLITION DETAILS
PLAN NORTH
SCALE:
1 : 400
160008000
C.O. - 006
C.O. - 008 C.O. - 009
C.O. - 001 C.O. - 002 C.O. - 003 C.O. - 004 C.O. - 005
DIVERTER VALVE BOX
M.H. - 001
M.H. - 002
1 1 1
A1
CU507
DEMO EXISTING FORCE MAIN TO THIS POINT AND
CONNECT TO NEW 250MM FORCE MAIN USING NEW 90°
ELBOW AND TRANSITION FITTING AS NECESSARY
REQUIRED 75MM
WATER SERVICE
REQUIRED 250MM x
75MM TEE
DEMO EXISTING FORCE MAIN TO THIS POINT AND
CONNECT TO NEW 250MM FORCE MAIN USING NEW 90°
ELBOW AND TRANSITION FITTING AS NECESSARY
FIRE
WATER
STORAGE
TANK
WATER LINE AND FIRE WATER LINE
TO BE INCASED IN STEEL PIPE UNDER
STAIRWAY
A
M E
N D
M E
J U
AMENDMENT 0005
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WV
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WV
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WV
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PIV
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WV
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WV
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WV
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WV
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WV
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WV
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SSV
AutoCAD SHX Text
SSV
AutoCAD SHX Text
SSV
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AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
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AutoCAD SHX Text
CONCRETE DRIVEWAY
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text A-13
AutoCAD SHX Text
WVB
AutoCAD SHX Text S
AutoCAD SHX Text S
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CONCRETE ROAD
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CONCRETE ROAD
AutoCAD SHX Text
HB
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WVB
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SSVB
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SSLS
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SIGN
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JB
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JB
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BLD
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BLD
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BLD
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BLD
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BLD
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BLD
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HANGAR
E V
A T
I O
N
E L E
V A
T I O
N
STATION
-0+25 0+00 1+00 1+25
-0+25
0+00
0+25
0+50
0+75
1+00 1+25
M.H.-001
0+02.49
RIM: 627.74
INV. OUT: 624.69 (N)
M.H.-002
0+87.79
RIM: 628.64
INV. IN: 625.88 (E)
INV. IN: 624.66 (S)
1200mm Reinforced Concrete
GRADE = 0.04%
E X
I S
T I N
G
P R
O P
O S
E D
250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS
150MM WL 150MM WL 150MM WL 150MM WL
M
M
W
L M
M m m
S
S m m
S
S m m
S
S
150mm SS
M E
U C
U d w g
PLAN NORTH
FIRE SUPPRESSION EFFLUENT CONTAINMENT TANK
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
OIL WATER SEPARATOR
N: 1589371.958
E: 433575.609
EXISTING SURFACE
SCALE:
1 : 250
100005000
SCALE:
0 40002000
1 : 100
VERTICAL SCALE (mm)
HORIZONTAL SCALE (mm)
PROPOSED MAINTENANCE HANGER
FIRE SUPPRESSION EFFLUENT HOLDING TANK PROFILE
M E
U C
U d w g M
E
U C
U d w g M
E
U C
U d w g
M.H.-001
N: 1589286.275
E; 433581.041
M E
U C
U d w g M
E
U C
U d w g
82.9M
[272'-0"]
M E
U C
U d w g
K D
R A
N E
K S
M A
L L E
G A
C B
Y E
R L E
Y
A R
I C
E
F I R
E
S
U P
P R
E S
S I O
N
E
F F
L U
E N
T
H O
L D
I N
G
T
A N
K
M E
U C
U d w g
CU201
M.H.-002
N: 1589370.244
E: 433566.046
PROPOSED SURFACE
D5
CU301
DIVERTER VALVE BOX
N: 1589371.246
E: 433571.641
J U
A M
E N
D M
E N
T
AMENDMENT 0005
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WV
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AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text S
AutoCAD SHX Text R-553
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WV
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AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text S
R-553
E V
A T
I O
N
E L E
V A
T I O
N
STATION
-0+08 0+00 1+00 1+45
-0+07.62
0+00
0+25
0+50
0+75
1+00
1+25
1+44.78
C.O.-001
0+00
INV. OUT: 626.38
C.O.-002
0+23
INV. IN: 626.24
C.O.-003
0+46.60
INV. IN: 626.17
C.O.-004
0+68.60
INV. IN: 626.11
C.O.-005
0+90.60
INV. IN: 626.04
DIVERTER VALVE BOX
1+37.73
RIM: 628.83
INV.: 625.51 (BOX)
INV. IN: 625.74 (S)
INV. OUT: 625.74 (E, 6"W)
INV. OUT: 626.05 (10" W)
150mm D.I.
GRADE = 0.60%
250mm D.I.
GRADE = 0.30%
250mm D.I.
GRADE = 0.30%
250mm D.I.
GRADE = 0.30%
250mm D.I.
GRADE = 0.30%
E X
I S
T I N
G
P R
O P
O S
E D
250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS
150MM WL 150MM WL 150MM WL 150MM WL
M
M
W
L M
M m m
S
S m m
S
S m m
S
S
150mm SS
M E
U C
U d w g
PLAN NORTH
FIRE SUPPRESSION EFFLUENT CONTAINMENT TANK,
SEE SHEET CU201 FOR PLAN AND PROFILE & CU301 FOR DETAILS
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
PROPOSED SURFACE
EXISTING SURFACE
SCALE:
1 : 250
100005000
SCALE:
0 40002000
1 : 100
PROPOSED MAINTENANCE HANGER
GRAVITY SEWER LINE PROFILE
M E
U C
U d w g M
E
U C
U d w g
VERTICAL SCALE (mm)
HORIZONTAL SCALE (mm)
M E
U C
U d w g M
E
U C
U d w g
M.H.-002
DIVERTER VALVE BOX
D5
CU301
K D
R A
N E
K S
M A
L L E
G A
N
C B
Y E
R L E
Y
A R
I C
E
W A
T E
R
A
W
E R
T R
E N
A
F
L U
E N
T
P
R O
F I L
E
M E
U C
U d w g
CU202
OIL WATER SEPARATOR
(O.W.S)
C.O.-001 C.O.-002 C.O.-003 C.O.-004 C.O.-005
J U
A
M E
N D
M E
AMENDMENT 0005
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AutoCAD SHX Text A/C
AutoCAD SHX Text S
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WV
AutoCAD SHX Text A/C
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AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
E
V A
T I O
N
E L E
V A
T I O
N
STATION
-0+08 0+00 0+63
-0+07.62
0+00
0+25
0+50
0+62.58
DIVERTER VALVE BOX
0+01.00
RIM: 628.83
INV.: 625.51 (BOX)
INV. IN: 625.74 (S)
INV. OUT: 625.74 (E, 6"W)
INV. OUT: 626.05 (10" W)
O.W.S.
0+09.81
RIM: 628.90
INV. IN: 625.58 (W)
INV. OUT: 625.40 (E)
LIFT STATION
0+53.84
RIM: 629.44
INV. IN: 625.34 (W)
INV. IN: 625.23 (S)
M.H.-002
0+00
RIM: 628.64
INV. IN: 625.88 (E)
INV. IN: 624.66 (S)
250mm D.I.
GRADE = 0.16%
100mm PVC
GRADE = 0.13%
E X
I S
T I N
G
P R
O P
O S
E D
M
M
M
M
W
L
M
M
W
L
M
M
W
L
150MM WL150MM WL150MM WL150MM WL150MM WL
M
M
F
W
L S
32mm FM
100mm SS 100mm SS 100mm SS 100mm SS 100mm SS
M E
U C
U d w g
PLAN NORTH
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
PROPOSED SURFACE
EXISTING SURFACE
SCALE:
1 : 250
100005000
SCALE:
0 40002000
1 : 100
GRAVITY SEWER LINE PROFILE
M E
U C
U d w g M
E
U C
U d w g
VERTICAL SCALE (mm)
HORIZONTAL SCALE (mm)
M E
U C
U d w g M
E
U C
U d w g
DIVERTER VALVE BOX
K D
R A
N E
K S
M A
L L E
G A
N
C B
Y E
R L E
Y
A R
I C
E
W A
T E
R
A
W
E R
O W
S
T
O
L
I F
T
S
T A
T I O
N
M E
U C
U d w g
CU203
OIL WATER SEPARATOR
(O.W.S)
TO VALVE
BOX
INV. IN: 625.32
150mm SS
J U
A
M E
N D
M E
AMENDMENT 0005
SEWER LIFT STATION
N: 1589379.437
E: 433618.995
E
V A
T I O
N
E L E
V A
T I O
N
STATION
-0+08 0+00 1+00 1+60
-0+07.62
0+00
0+25
0+50
0+75
1+00
1+25
1+50 1+60.02
C.O.-006
0+00
INV.: 626.54
C.O.-008
0+88.78
INV.: 625.65
C.O.-009
1+16.20
INV.: 625.46
INV.: 625.46
LIFT STATION
1+50.19
RIM: 629.44
INV. IN: 625.34 (W)
INV. IN: 625.23 (S)
100mm PVC
GRADE = 1.00%
150mm PVC
GRADE = 0.60%
150mm PVC
GRADE = 0.60%
E X
I S
T I N
G
P R
O P
O S
E D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
0+060
0+080
0+086
0+013
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
E P
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
0+060
0+080
0+086
0+013
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
E P
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
150mm SS 150mm SS 150mm SS 150mm SS
250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL
300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW
100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS
LS
m m
S
S m m
S
S m m
S
S m m
S
S
100mm SS
PLAN NORTH
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
P R
O J E
M
B E
R
F I
M
E
PROPOSED SURFACE
EXISTING SURFACE
SCALE:
1 : 250
100005000
SCALE:
0 40002000
1 : 100
PROPOSED MAINTENANCE HANGER
GRAVITY SEWER TO LIFT STATION PROFILE
VERTICAL SCALE (mm)
HORIZONTAL SCALE (mm)
K D
R A
N E
K S
M A
L L E
G A
N
C B
Y E
R L E
Y
A R
I C
E
W A
T E
R
A
W
E R
G R
A V
I T
Y
S
E W
L
I F
T
S
T A
T I O
N
M E
U C
U d w g
CU204
C.O.-006
C.O.-008 C.O.-009
J U
A
M E
N D
M E
AMENDMENT 0005
AutoCAD SHX Text
CONCRETE ROAD
CONCRETE ROAD
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
0+080
0+086
0+013
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
E P
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
T
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
0+080
0+086
0+013
N: 1589360.989
E: 433622.434
N: 1589212.589
E: 433649.006
E P
N10° 09' 54.36"W 150.760'
HANGAR
N: 1589315.079
E: 433636.205
N: 1589315.510
E: 433638.628
N: 1589305.305
E: 433640.461
T
150mm SS 150mm SS 150mm SS 150mm SS
250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL
M
M
W
L M
M
W
L
300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW
100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS
LS
32mm F M
32mm F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32m m
F M
32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM m m m m
S
S m m
S
S m m F
M m m F
M
250m m
F M
250m m
F M
250m m
F M
250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM
100mm SS
M E
U C
U d w g
PLAN NORTH
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
E
H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
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T E
D
B
Y
C O
N T
R A
U S
A
R M
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C
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N G
I N
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A N
S I
D
M O
B I
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T
M O
B I L E
A
L A
B A
M A
C H
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K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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P R
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M
B E
R
F I
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E
SCALE:
1 : 250
100005000
PROPOSED MAINTENANCE HANGER
M E
U C
U d w g
EXISTING LIFT STATION
x
E
X
I
S
T
I
G
T
W
E
L
L
M E
U C
U d w g
CONNECT NEW 32mm FM
TO EXISTING WET WELL
EXISTING
50mm FM
NEW 32mm FORCE MAIN
M E
U C
U d w g
K D
R A
N E
K S
M A
L L E
G A
N
C B
Y E
R L E
Y
A R
I C
E
W A
T E
R
A
W
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F O
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E
M
A
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X I S
T I N
G
W
L
L
M E
U C
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CU205
A
M E
N D
M E
J U
AMENDMENT 0005
AutoCAD SHX Text
SSV
AutoCAD SHX Text
SSV
AutoCAD SHX Text
SSV
AutoCAD SHX Text S
AutoCAD SHX Text
BM-HAN-1
AutoCAD SHX Text D-10
AutoCAD SHX Text D-3
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
HB
AutoCAD SHX Text
SSVB
AutoCAD SHX Text
SSLS
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
AIRFIELD PERIMETER FENCE
AutoCAD SHX Text
SSV
AutoCAD SHX Text
SSV
AutoCAD SHX Text
SSV
AutoCAD SHX Text S
AutoCAD SHX Text
BM-HAN-1
AutoCAD SHX Text D-10
AutoCAD SHX Text D-3
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
HB
AutoCAD SHX Text
SSVB
AutoCAD SHX Text
SSLS
AutoCAD SHX Text
SIGN
250MM SS 250MM SS 250MM SS 250MM SS
150MM WL 150MM WL 150MM WL 150MM WL 150MM WL 150MM WL 150MM WL 150MM WL
M
M
W
L
M
M
S
S M
M
S
S
300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW
250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL 250MM WL
M
M
W
L
300MM FW
M
M
W
L
M
M
W
L
150MM WL
250MM WL 250MM WL
250MM WL
M
M
W
L M
M
W
L m m
F
M m m
F
M m m
F
M m m
F
M
100mm SS
A J P
K E
S
C W
B
A C
R
W A
T E
R
A
W
E R
E N
L A
R G
I L
I T
Y
P
L A
N S
M E
U C
U d w g
CU301
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
N
O
A
S
E
H
O N
D U
R A
S
M A
I N
T E
N A
N C
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H
A N
G A
R
J T
F B
A P
R I L
- M E
U
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET…
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