EAFB FTU AM-0010 DWGS VOL1.pdf
PDF 12 MB Posted
- Solicitation number
- W9128F21R0079
About this file
This document outlines a federal contract opportunity to construct a B-21 Formal Training Unit/Aircraft Maintenance Unit facility at Ellsworth Air Force Base in South Dakota. The Department of the Army Corps of Engineers Engineering District Omaha is seeking bids to build a new approximately 44,487 square foot secure aircraft maintenance space, 43,776 square foot secure squadron operations space, and 5,000 square foot non-secure flight kitchen in support of B-21 operations at the base. The project scope also includes all associated site work, demolition, utilities and infrastructure, with optional bids for furniture, intrusion detection systems, access control systems, and closed-circuit television systems. Facilities must be designed and constructed according to Department of Defense and Air Force standards for unified facilities, high performance buildings, and antiterrorism/force protection requirements.
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Text version
DS
DS DS
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DS
DS DS
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DS
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VAN
VA
N
DS
DS DS
X X X X X X
X
X
X X X
X X X X X X
X
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X X X X X
X X
X X
X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
PHASE 1
CONTRACTOR PARKING
AREA IN EXISTING
PARKING LOT
FTU
CONTRACTOR
TRAILER
AREA
CONTROLLED
CONSTRUCTION GATE
AND GUARD SHACK WITH
POWER
CONSTRUCTION
SECURITY
PERIMETER
FENCE
FTU
FENCED
CONTRACTOR
TRAILER AREA
CONSTRUCTION
SECURITY
PERIMETER
FENCE
HAUL ROUTE
SEE SHEET G100
TEMPORARY
AIRFIELD SECURITY
FENCE - COORDINATE
WITH GC101-102 FOR
EXTENTS AND
REQUIREMENTS
TEMPORARY BARRIER
MOUNTED SECURITY
FENCE - COORDINATE
WITH GC101-GC102
FOR EXTENTS AND
REQUIREMENTS
PHASE 2
CONTRACTOR
PARKING AREA
EXISTING AIRFIELD
SECURITY FENCE
EXISTING AIRFIELD
SECURITY FENCE
GOVERNMENT
PARKING ONLY
GOVERNMENT
PARKING ONLY
X
X X
X X
X
X
X X X X
TEMPORARY
AIRFIELD SECURITY
FENCE - COORDINATE
WITH GC101-102 FOR
EXTENTS AND
REQUIREMENTS
TEMPORARY BARRIER
MOUNTED SECURITY
FENCE - COORDINATE
WITH GC101-GC102
FOR EXTENTS AND
REQUIREMENTS
BERGSTROM DR BERGSTROM DR
B7520
B7274
B7273
US Army Corps of Engineers ®
SHEET ID
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A1 LAYDOWN AND STAGING AREA PLAN
SCALE: 1" = 60' 0 60' 120'
GENERAL SHEET NOTES
SHEET LEGEND
1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGENDS, AND ABBREVIATIONS.
2. THE CONSTRUCTION SECURE AREA IS ALL THAT AREA WITHIN
THE CONSTRUCTION SECURITY PERIMETER FENCE / AIRFIELD
SECURITY FENCE. THE CONSTRUCTION SECURITY
PERIMETER FENCE SHALL BE INSTALLED AT THE
APPROPRIATE TIME AS DEFINED BY SPECIFICATION 01 14 00,
WORK RESTRICTIONS. AIRFIELD SECURITY FENCING SHALL
BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION
SAFETY PHASING PLANS.
3. CONTRACTOR PARKING AREAS MUST BE PHASED TO
FACILITATE REQUIRED SITE WORK. PHASE 1 CONTRACTOR
PARKING AREA WILL BE USED DURING SITE IMPROVEMENTS
IN THE PHASE 2 PARKING AREA. PHASE 2 PARKING AREA WILL
BE USED DURING SITE IMPROVEMENTS IN THE PHASE 1
PARKING AREA. NO EQUIPMENT SHALL BE PARKED AND NO
STORAGE WILL BE PERMITTED WITHIN 30-FT OF THE AIRFIELD
SECURITY FENCE.
4. AIRFIELD ACCESS IS NOT ALLOWED UNLESS APPROVED BY
THE COR AS OUTLINED IN THE CONTRACT SPECIFICATIONS.
CRANE ACCESS AND CONCRETE POURS INSIDE THE SECURE
AREA MUST PASS THROUGH THE CONTROLLED ACCESS
GATE.
5. PARKING SHOWN ON THIS PLAN IS THE FINAL PARKING LOT
LAYOUT. REFER TO THE EXISTING CONDITION DRAWINGS
FOR THE EXISTING PARKING LOT REFERENCED IN THE PHASE
1 CONTRACTOR PARKING AREA. AT NO TIME WILL THE
CONTRACTOR PARK EQUIPMENT OR ALLOW CONTRACTOR
PARKING ON THE FINAL PAVEMENT LAYER. PARKING OF
CONTRACTOR VEHICLES WILL BE ALLOWED ON THE FIRST
PAVEMENT LAYER ONLY. ANY DAMAGE TO THE PAVEMENT
LAYERS WILL BE REPAIRED AT NO ADDITIONAL COST AND TO
THE SATISFACTION OF THE GOVERNMENT.
6. FOR THE CONSTRUCTION SECURITY PERIMETER FENCE AND
GATE, REFER TO DETAIL A1 ON SHEET C-508 AND C-509.
7. REFER TO GC101 AND GC102 FOR TEMPORARY AND
PERMANENT AIRFIELD FENCING AND TEMPORARY BARRIER
MOUNTED FENCE REQUIREMENTS.
8. THE CONSTRUCTION SECURITY PERIMETER FENCE SHALL
REMAIN IN PLACE ONCE CONSTRUCTED AND REMOVED ONLY
AFTER COR WRITTEN APPROVAL.
SECURITY FENCE
CONTRACTOR TRAILER AREA
CONSTRUCTION ACCESS ROUTE
CONTRACTOR TRAILER AREA FENCE
X
PLAN NORTH
D . E
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G-101
AM
-0
3:
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F
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/2
AM
-0
4:
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SU
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/2
10 10
AM
-0
0:
G
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/2
BB B
C
C C
B
C
E E
E EE
B B B
E E E E E E E E E E E E E
E E
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D
SET R
EBAR
.21
BASE C
ONTR
OL L
OGO C
AP
.96
SET R
EBAR
.21
BASE C
ONTR
OL L
OGO C
AP
.96
SET R
EBAR
.21
BASE C
ONTR
OL L
OGO C
AP
.96
.26
.05
.28
.34
.23
.14
.12
.00
.00
.10
.17
.46
.64
.60
.41
.30
.26
.30
.39
.47
XX
X X
X
X
X
SIM FACILITY
ADDITION
FFE=3245.50
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
T
X
X
X
X X X X X X
X
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
HYD
X X
X X
HYD
IE 95'
FD
C
VA
N
VAN
VAN
VA
N
DS
DS DS
X
SIM
MPF FTD
FTU
OFFSITE
FTU
FTU HAUL ROUTE
SIM/ FTD HAUL ROUTE
SCOTT DRIVE
MCCONNELL
B
LV
D
BERGSTROM DRIVE
EP H
OW
E S T
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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IN
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D R
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N
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N O
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IT
AT
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N N
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2 3 4 5 6 7 8 9 10
F
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B
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AR
K
D
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C R
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LS
W O
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ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
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N
IS
SU
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F
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A1 OVERALL PROJECT CONSTRUCTION AREA PLAN
SCALE: 1" = 150' 0 150' 300'
GENERAL SHEET NOTES
SHEET LEGEND
1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGENDS, AND ABBREVIATIONS.
2. COORDINATE REQUIREMENTS FOR HAUL ROUTES WITH
SHEET G-101.
3. INFORMATION SHOWN HEREON IS FOR INFORMATION ONLY
AND REPRESENTS THE NEED FOR CONTINUOUS
COORDINATION BETWEEN ALL CONTRACTORS WITH
RESPECT TO ROAD ACCESS AND ROAD CLOSURES AS
OUTLINED IN THE CONTRACT SPECIFICATIONS.
4. ALL RESPECTIVE CONTRACTORS SHALL COORDINATE
DIRECTLY WITH THE COR ON A WEEKLY BASIS THROUGHOUT
CONSTRUCTION OR AS DEFINED IN THE CONTRACT
SPECIFICATIONS.
5. THE OFFSITE FTU PARKING LOT CONSTRUCTION SHALL BE
COORDINATED WITH THE COR WITH RESPECT TO TIMING AND
ACCESS. THE CONTRACTOR SHALL NOT INTERFERE WITH
THE FTD OR MPF CONSTRUCTION PROJECTS. THE
CONTRACTOR SHALL COORDINATE AND MATCH ALL
CONSTRUCTION INTERFACE POINTS WITH THE ADJACENT
CONTRACTOR TO INCLUDE PAVEMENTS, CURB AND GUTTER,
STRIPING, ETC, AND ALL SITE IMPROVEMENTS.
PLAN NORTH
CONSTRUCTION ACCESS ROUTE
CONSTRUCTION AREA
D . E
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ED
G E
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EA
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N
G-102
AM
-0
0:
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EN
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N
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/2
B7274
B7520
B7273
MH (MISC)
JE
T
FU
EL
MECH
COMM
ELEC
FTU
FFE=3231.00
XXXX
X
X X
X X
XX X X X X
X
X X X X X X X X X X X X X
X X
X X
X
X
X
X
XXX
X X X
X
X X X X
X X
X X X X X
X X
X
X
X X
X
X
X
X
X
X
X X X X
X
X
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
X
X X
X X
X X
X
X X
X X
VAN
VA
N
B7273
BERGSTROM DR
B7274
DS
DS DS
N:675237.88 E:1243294.11
N:675007.44 E:1243486.44
N:674933.94 E:1243574.02
N:674907.77 E:1243595.87
N:674819.47 E:1243587.91
N:674717.31 E:1243673.18
N:674710.29 E:1243664.75
N:674675.85 E:1243661.65
N:674582.63 E:1243739.46
N:674792.06 E:1243762.72
N:674817.50 E:1243741.40
N:675130.24 E:1243628.11
N:675189.93 E:1243578.28
N:675220.78 E:1243273.57
X X X X
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
EN
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IN
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D R
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2 3 4 5 6 7 8 9 10
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FTU
AM
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C1
CONSTRUCTION SAFETY PHASING PLAN - PHASE 2
PLAN NORTH
SHEET KEYNOTES
1. AIRFIELD SECURITY FENCE - DETAIL A1/C-510
2. DEMOLISH TEMPORARY BARRIER MOUNTED
SECURITY FENCE AFTER COMPLETE INSTALLATION
OF THE AIRFIELD SECURITY FENCE AND
ACCEPTANCE BY THE COR.
3. EXISTING FENCE TO REMAIN
4. MOTORIZED CANTILEVERED SLIDING SECURITY GATE
- DETAIL A1/C-511
5. DEMOLISH TEMPORARY AIRFIELD SECURITY FENCE
AFTER COMPLETE INSTALLATION OF THE
PERMANENT AIRFIELD SECURITY FENCE AND
ACCEPTANCE BY THE COR.
6. DEMOLISH EXISTING SECURITY FENCE AFTER
COMPLETE INSTALLATION OF THE PERMANENT
AIRFIELD SECURITY FENCE AND ACCEPTANCE BY
THE COR.
7. EXISTING FENCE TO REMAIN - BUILT UNDER GC101
PLAN
SCALE: 1" = 40' 0 40' 80'
GENERAL SHEET NOTES
1. COORDINATE ALL FENCE CONSTRUCTION AND
TIMING WITH THE CONSTRUCTION SAFETY
PHASING NOTES, DEMOLITION PLAN, AND SITE
PLAN.
2. TEMPORARY BARRIERS MUST BE REMOVED AND
REPLACED ON A DAILY BASIS WHEN
CONSTRUCTION IS REQUIRED IN AREAS
OUTSIDE THE BARRIER SUCH AS
PAVEMENT/CURBS, ETC. BARRIER SHALL NOT BE
REMOVED WITHOUT WRITTEN APPROVAL BY THE
COR.
3. ALL TEMPORARY FENCING SHALL BE REMOVED
OFF GOVERNMENT PROPERTY AT THE END OF
THE PROJECT AND AFTER APPROVAL BY COR.
4. CONTRACTOR SHALL RESTORE ALL EXISTING
CONDITIONS THAT ARE DISTURBED BY THE
FENCE REMOVAL PROCESS TO THEIR ORIGINAL
CONDITIONS OR BETTER.
10'
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GC102
AM
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ADJACENT HANGAR LEGEND
ADJACENT HANGAR COMMON CONSTRUCTION LINE
ADJACENT HANGAR SITE IMPROVEMENT UNDER
SEPARATE CONTRACT
THE CONTRACTOR SHALL COORDINATE WITH THE
COR AND THE ADJACENT HANGAR PROJECTS FOR
ALL CONSTRUCTION ALONG THE COMMON
PAVEMENT CONSTRUCTION LINE TO INCLUDE
TIMING AND TEMPORARY MOVING OF BARRIER
MOUNTED FENCE LINE AS SHOWN ON AND IN
ACCORDANCE WITH THE REQUIREMENTS OF
SHEETS GC101/GC102 - CONSTRUCTION SAFETY
PHASING PLANS
NOTE :
AM
-0
0:
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/2
TP #62
TP #61
TP #63
TP #60
" R
C P
24" RCP
" R
C P
18" RCP
INLET
INV=3224.55
18" RCP
TP #68
INV=3237.12
TP #67
15" RCP
18" RCP
MH
RIM=3233.23
INV.NE=3227.20
INV.SE=3226.41
MH
RIM=3234.02
INV=3229.18
INV.NE=3228.13
INV.SW=3228.07
INV.NE=3229.02
INV.SW=3228.98
18" RCP
15" RCP
INV=
3237.32
INV=
3241.62
12" R C
P
4" DRAIN TILE
INV=3236.46
30" RCP
2" GAS
6" W
8" W
8" W
AI
RIM=3242.40
INV.SE=3240.00
STMH
RIM=3242.77
INV.NE=3238.38
INV.N=3238.26
INV.SE=3238.23
18" RCP
AI
RIM=3241.89
INV.NE=3238.55
INV.SW=3238.54
6" W
8" W
8" W
CONCRETE
P
VMT
CONCRETE
P
VMT
AS
PH
AL
T
PV
M
T
AS
PH
AL
T
PV
M
T
GRAVEL
GRAVEL
AI
RIM=3220.99
INV=3218.14
MH (MISC)
RIM=3224.28
INV=3219.64
MH
RIM=3230.44
INV.NW=3224.09
INV.NE=3224.02
INV.SW=3223.74
AI
RIM=3229.16
INV.NE=3224.45
INV.NW=3224.35
INV.SW=3224.15
AI
INV.SE=3226.08
INV.NW=3226.0
3" WATER
8" WATER
8" WATER
12" WATER
3" IRRIG
W
ATER
APPRO
X
DI
INV=3225.88
DI
INV.NE=3225.64
INV.NW=3225.63
INV.S=3222.41
AG VALVE
CMH 7
CMH
8210A
CMH
461BD
TP #70
TP #69
12" RCP
" R
CP
24" RCP
12" RCP 36" RCP
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
JE
T
FU
EL
CATH
ODIC
PROTE
CTIO
N
PANEL
EMH
UNVERIFIED
SIM FACILITY
ADDITION
FFE=3245.50
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
C/L
C/L C /L
C /L
C/LC/L
C/ L
C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L
C /L
C/L
C/L
C/L
C/ L
C /L
C /L
C/ L
C/LC/LC/L
C/L
C/L
C /L
C/L
C/LC/LC/L
C/L
C/L
C/LC/L
C /L
C /L
C/L C/L C/L
C /L
C /L
B7520
B7274
B8210
SIM
OFFSITE
FTU AREA
EP
H
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ST
MCCONNELL
BLV
D
BERGSTROM DR
RICKENBACKER ST
US Army Corps of Engineers ®
SHEET ID
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D R
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N N
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SU
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D
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ED
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E
T.
BE
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AK
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L.
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H
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AL
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P
LA
N
CD100
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
A1
OVERALL DEMOLITION PLAN
PLAN NORTH
SCALE: 1" = 100' 0 100' 200'
CD101 CD102M
A
TC
H
L
IN
E
CD103
AM
-0
4:
D
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IG
N
IS
SU
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F
O R
P R
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/2
AM
-0
0:
G
EN
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AL
R
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IS
IO
N
S
/2
INV=
3220.41
R C
P
15" RCP
24" RCP
12" RCP
18" RCP
APPROX.-
UNABLE TO LOCATEAPPROX.-UNABLE TO LOCATE
MH
RIM=3221.70
INV.NE=3210.70
INV.SW=3210.61
B7520
" R
C P
AI
RIM=3218.55
INV.S=3216.47
INV.E=3215.31
INV.W=3215.30
MH
RIM=3223.06
INV.N=3211.54
INV.E=3211.54
INV.S=3211.53
INV.W=3211.53
AI
RIM=3219.18
INV.W=3214.61
INV.SE=3214.53
AI
RIM=3218.32
INV.SW=3215.90
INV.NE=3215.90
AI
RIM=3220.74
INV.SW=3218.23
INV.NE=3218.16
BERGSTROM DRIVE BERGSTROM DRIVE
M cC
O N
N
EL
L
BL
VD
DI
INV=
3222.44
24" RCP BURIED
AI
RIM=3220.99
INV=3218.14
MH
RIM=3224.37
INV.SW=3221.18
INV.W=3221.13
INV.NE=3221.05
DI
INV=3221.13
DI
INV.W=3222.38
INV.E=3222.33
INV=
3221.04
INV=
3221.61
CMH 7
CMH
8210A
CMH
461BD
McC
ONNELL
B
LV
D
N:674784.41 E:1243742.70
N:674607.85 E:1243899.17
N:674622.62 E:1243992.59
N:674667.11 E:1244320.71
N:674763.18 E:1244274.17
N:674794.24 E:1244248.56
N:674746.36 E:1244254.06
N:674777.21 E:1244228.24
N:674667.61 E:1244275.96
N:674668.46 E:1244255.35
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L
C /L
C /L
C/L C/L C/L
C/ L
C/ L
C/LC/L
C/L
C/L
C/L
C/L
C/ L
C/ L
C /L
C /L
C /L
C/LC/L
C /L
C /L
C /L
C /L
C /L
C/ L
C/L
C/L
C/LC/LC/LC/LC/LC/L
N:675027.40 E:1244014.95
N:674966.46 E:1244002.28
FUEL LINE STORM
SEWER CROSSING
SEE GENERAL SHEET
NOTE 4
N:674703.08 E:1243629.29
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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SU
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2 3 4 5 6 7 8 9 10
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TO
BE
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B-
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AL
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N
IN
G U
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IT
/A M
U (F
TU
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LS
W O
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TH
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F O
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BA
SE
, S
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AK
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: F
XB
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F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
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PLAN NORTH
M A
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H L
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S H
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T C
D F
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C O
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A1
DEMOLITION PLAN
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. CONTRACTOR SHALL PROTECT EXISTING JET FUEL
LINE AT ALL TIMES.
4. THERE IS AN EXISTING JET FUEL LINE THAT PASSES
THROUGH THE TOP OF THE 60” STORM SEWER LINE
WITHIN A 12” CORRUGATED METAL CARRIER PIPE
(CMP) AT THE LOCATION NOTED IN GRID G1. THE
STRUCTURAL INTEGRITY OF THE STORM SEWER
LINE IS UNKNOWN. THE CONTRACTOR SHALL
PROTECT THIS AREA FROM ALL EQUIPMENT AND
CONSTRUCTION LOADS THROUGHOUT THE
DURATION OF CONSTRUCTION. THE CONTRACTOR
SHALL EXCAVATE THE AREA TO DETERMINE THE
ACTUAL CONDITION OF THE CMP AND OR
CONCRETE CAP IF PRESENT. THE CONTRACTOR
SHALL REPORT THE FINDINGS, WITH
PHOTOGRAPHS TO THE GOVERNMENT
IMMEDIATELY, AND SHALL SEEK COR APPROVAL
PRIOR TO BACKFILL. HAND-OPERATED
COMPACTION EQUIPMENT SHALL BE USED IN LIEU
OF LARGER EQUIPMENT WITHIN 10' OF THE UTILITY
INTERSECTION AND FOR FILL DEPTHS LESS THAN
OR EQUAL TO 3'.
SHEET KEYNOTES
GENERAL SHEET NOTES
29 16
6 TYP. 24
2. DEMOLISH BITUMINOUS PAVEMENT AND BASE
3. DEMOLISH CONCRETE CURB AND GUTTER
4. DEMOLISH CONCRETE PAVEMENT AND BASE
5. DEMOLISH CONCRETE SIDEWALK AND BASE
6. DEMOLISH CONCRETE BOLLARDS
7. SAW CUT PAVEMENT WITH STRAIGHT EDGE
8. DEMOLISH STORM DRAINAGE PIPE
9. DEMOLISH STORM DRAINAGE STRUCTURE
12. DEMOLISH WATER LINE
13. DEMOLISH END SECTION
15. DEMOLISH NATURAL GAS LINE
16. DEMOLISH LIGHT POLE AND CONCRETE BASE
18. PROTECT EXISTING JET FUEL LINE
20. PROTECT EXISTING 60" STORM DRAINAGE PIPE TO
REMAIN
24. DEMOLISH FENCE - SEE SHEET GC101 AND GC102 FOR
PHASING
29. DEMOLISH SITE ELECTRICAL - SEE SITE ELECTRICAL
PLANS
30. DEMOLISH SITE COMMUNICATION - SEE SITE
ELECTRICAL PLANS
39. CONSTRUCTION LIMITS
47. ABANDON IN PLACE STORM SEWER PIPE AND FILL
WITH CONCRETE
52. ABANDON IN PLACE COMMUNICATION - SEE SITE
ELECTRICAL PLANS
SCALE: 1" = 30' 0 30' 60'
52 52
2.
30 29
7 7
D . E
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G E
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CD102
AM
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SET
REBAR
.21
SET
REBAR
.21
SET
REBAR
.21
XX
X X
X X
X X X X X X X
X X
X
X
CRCS
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
X X
X
X
X X
VA
N
VAN
VAN
VA
N
T
DS
DS DS
X
X X
X X
XX
X
X
X
X
X
X
X
X
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
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IN
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R
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D R
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N
B Y:
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B
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SU
BM
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D B
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SI
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C O
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N N
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2 3 4 5 6 7 8 9 10
F
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A
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AR
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D
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C R
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A
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U , S
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A, N
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O C
TO
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B-
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N
IN
G U
N
IT
/A M
U (F
TU
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LS
W O
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TH
A
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F O
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BA
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ADVERTISEMENT - 100% DESIGN
FTU
AM
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A1
OVERALL SITE PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 50' 100' 200'
CS101 CS102
M A
TC
H
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IN
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CS103
D . E
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G E
T.
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MECH
COMM
ELEC
FTU
FFE=3231.00
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X X X
X
X
X
X
X
X
XXXXX
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
.528.
VAN
B7273
BERGSTROM DR
B7274
DS
DS DS
X XX
8'
.7
78'
10'
8'
10'
.8
10' 8'45'20'
9.
5'
10'
.1
.5
.5
R20'
R20'
R15
R
R
0'
R20
R30' R18'
N:675103.83 E:1243958.27
N:675427.33 E:1243686.67N:675486.25
E:1243637.22
N:675303.71 E:1243300.57
N:675267.09 E:1243238.99
N:674769.55 E:1243573.61
N:674819.47 E:1243587.91
N:674907.77 E:1243595.87
N:674933.94 E:1243574.02
N:675007.44 E:1243486.44
N:675237.88 E:1243294.11
N:675220.78 E:1243273.57
N:675189.93 E:1243578.28 N:675130.24
E:1243628.11
N:675201.69 E:1243469.54
N:675053.68 E:1243593.08
R
8'
R
0'
R8
R50
R18'
R40.3'
R1.7'
R2
N:674958.77 E:1243900.93
N:675077.36 E:1243952.43
N:675416.69 E:1243669.20
N:675383.37 E:1243613.65
N:675036.35 E:1243903.30
N:675134.66 E:1243525.49
N:675103.36 E:1243459.78
.6'
10.2' 14 .6
TYP.
TYP.
N:674817.50 E:1243741.39
R15'
9'
9'
R50'
R50'
R30 'R12'
8'
15.6'
.7
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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B Y:
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SU
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D B
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D B
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N N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
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AR
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D
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C R
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A
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AP
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U , S
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AH
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TO
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B-
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IN
G U
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U (F
TU
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W O
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F O
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A1
SITE PLAN
PLAN NORTH
M A
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H L
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S H
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T C
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F O
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O N
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IN
U A
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IO
N
TYP.
TYP.
TYP.
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. COORDINATES FOR THE BUILDING ARE LOCATED AT THE
OUTSIDE FACE OF WALL. COORDINATE BUILDING LAYOUT
WITH THE ARCHITECTURAL PLANS.
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/412 POV SPACES
ONSITE 328 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
6 6
6 440
7 8 TYP.
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE -
DETAIL G1/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
10. 10" WHITE STOP BAR - DETAIL B8/C-501
11. R1-1 STOP SIGN AND POST - DETAIL B4/C-501
14. 33' UNOBSTRUCTED SPACE
17. DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLAN
18. ACCESSIBLE RAMP - DETAIL D3/C-502
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
23. CONCRETE STOOP - SEE STRUCTURAL PLAN
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
32. AIRFIELD SECURITY FENCE FE-7 - DETAIL A1/C-510
34. LOADING ZONE - DETAIL C10/C-501
38. CONCRETE CURB AND GUTTER MATCH EXISTING WIDTH
AND PROFILE
40. 30" CONCRETE CURB AND GUTTER MODIFIED ROLL
CURB- DETAIL D6/C-502 STARTS AT CURB TAPER
43. CONCRETE FLUME - SEE GRADING
45. BOLLARD - DETAIL D1/C-502
47. STRIPED ISLAND - DETAIL C8/C-501
51. MOTORIZED CANTILEVER SLIDING SECURITY GATE
DETAIL A1/C-511 - SEE ELECTRICAL
53. 6' CURB TAPER - DETAIL E9/C-501
56. MECHANICAL EQUIPMENT - SEE MECHANICAL
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
60. DO NOT ENTER (R5-1) SIGN AND SIGN POST
61. 5" SINGLE SOLID WHITE ROAD MARKING
65. THICKENED EDGE EXPANSION JOINT AT
STRUCTURE/BLDG - DETAIL F3/C-505
67. CONCRETE SIDEWALK RAMP TO STOOP
69. BUILDING BOLLARD - SEE STRUCTURAL PLAN
70. 5' X 10' INDUCTION LOOP DETECTOR. SAWCUT AND
SEAL IN PAVEMENT PER MANUFACTURERS
RECOMMENDATION
38 38 38
SCALE: 1" = 30' 0 30' 60'
TYP.
23 23
23 23
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
TYP.
69 TYP.
D . E
LL
ED
G E
T.
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ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
AM
-0
5:
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AM
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XXXXXXX
X
X
X X
X X
X X
X
X X
XX
24 24
23 44 44
DS
DS
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
VA
N
BERGSTROM DR
B7520
X
36.7' 6'
18.5' 26' 18.5' 18.5' 26' 18.5' 18.5' 26' 20'
.5
R14 .5'
36.7'
R30'
R25'
R3.5'
R 15'
R13'
R 30'
R15
R30'
R25'
10' X 20' SPACES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
11.2'
N:674667.08 E:1244320.71
N:674741.94 E:1244257.73
N:675032.65 E:1244011.56
N:674582.63 E:1243739.45
N:674675.85 E:1243661.65
N:674710.29 E:1243664.75
N:674792.06 E:1243762.72
N:674606.70 E:1243900.15
N:674622.78 E:1243988.78
N:674657.53 E:1243959.59
N:674621.74 E:1243991.00
N:674667.62 E:1244275.92
N:674668.48 E:1244254.71
N:675008.27 E:1244002.90
N:674749.59 E:1244024.73
N:674712.10 E:1243979.82
N:674723.12 E:1244026.62
N:674690.75 E:1243688.93
N:674717.32 E:1243673.17
N:674719.62 E:1243691.54
.5
N:674705.03 E:1244001.89
N:674951.80 E:1243969.70
N:674960.31 E:1243983.02
30'
6'6'
5'5'
5' 5.
5'
5.
5'
5'
R3'
R2'
R10'
R10
R100'
R3'
10'
9' 9'
9' 9'
9'
TY
P.
TYP.
TYP.
9'
TY
P.
TY
P.
TY
P.
R50'
R50'
N:674672.27 E:1243655.25
8'
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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D R
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D
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N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
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D
AK
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TA
P
R O
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C
T N
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BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
SITE PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
S
F O
R C
O N
T
IN
U A
T
IO
N
TYP.
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE
- DETAIL G1/C-501
3. ROAD BITUMINOUS PAVEMENT AND BASE - DETAIL
E4/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
13. 4" DOUBLE SOLID YELLOW ROAD MARKING - A8/C-501
14. 33' UNOBSTRUCTED SPACE
18. ACCESSIBLE RAMP - DETAIL D3/C-502
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
30. 5' CHAIN LINK FENCE
32. AIRFIELD SECURITY FENCE FE-7 - DETAIL A1/C-510
38. CONCRETE CURB AND GUTTER MATCH EXISTING
WIDTH AND PROFILE
43. CONCRETE FLUME - SEE GRADING
45. BOLLARD - DETAIL D1/C-502
47. STRIPED ISLAND - DETAIL C8/C-501
53. 6' CURB TAPER - DETAIL E9/C-501
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
62. BICYCLE RACK - DETAIL A8/C-502
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. COORDINATES FOR THE BUILDING ARE LOCATED AT
THE OUTSIDE FACE OF WALL. COORDINATE BUILDING
LAYOUT WITH THE ARCHITECTURAL PLANS.
TYP. TYP.
8 TYP.
9 24
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/412 POV SPACES
ONSITE 328 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
SCALE: 1" = 30' 0 30' 60'
9 TYP.
EX
. C
O N
C R
ET
E
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
SI
TE
P
LA
N
CS102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
5 5
AM
-0
5:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N S
/2
COMM
ELEC
MECH
B8306
OFFSITE
FTU AREA
UTILITY
YARD
FFE 3229.0
B8210
X
XXX
X
X X
X X
X X
X X
X X
X X
X X
20'24'
10'
TYP.
N:675401.58 E:1244304.27
N:675245.52 E:1244435.39 N:675223.96
E:1244409.73
8'
10'
TYP.
10'
TYP.
10'
TYP.
10'
TYP.
8'26'8'40'
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
SITE PLAN - BID OPTION 0004
PLAN NORTH
TYP.
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. THE CONTRACTOR SHALL COORDINATE WITH THE COR
AND THE FTD/MPF PROJECTS FOR ACCESS AND TIMING
TO THE OFFSITE PARKING LOT CONSTRUCTION AREA.
4. BID OPTION 0004 APPLIES TO ALL OFFSITE FTU
CONSTRUCTION.
5. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT AND
CURB AND GUTTER TO THE LOCATION SHOWN AND
CONNECT TO THE FTD AND MPF CONSTRUCTION LIMIT.
SAW CUT ALONG THE COMMON PAVEMENT
CONSTRUCTION LINE PRIOR TO PLACING NEW
PAVEMENT.
TYP.
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/412 POV SPACES
ONSITE 328 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
SCALE: 1" = 30' 0 30' 60'
FTD
SITE
MPF
SITE
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
7. 4" PAINTED WHITE STRIPE
47. STRIPED ISLAND - DETAIL C8/C-501
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
SI
TE
P
LA
N
BI
D
O
PT
IO
N
CS103
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
15" RCP
3237.32
INV=
3241.62
12" R C
P
4" DRAIN TILE
INV=3236.46
AI
RIM=3242.40
INV.SE=3240.00
STMH
RIM=3242.77
INV.NE=3238.38
INV.N=3238.26
INV.SE=3238.23
18" RCP
AI
RIM=3241.89
INV.NE=3238.55
INV.SW=3238.54
SET
REBAR
.21
SET
REBAR
.21
SET
REBAR
.21
SIM FACILITY
ADDITION
FFE=3245.50
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
XX
X X
X X
X X X X X X X
X X
X
X
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P P
P P
P
HYD
X X
X
X
X X
HYD
F D
C
T
CMH
EMH
EMH
CMH
CMH
CMH
EMH
ES
DS
DS DS
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
OVERALL JOINT LAYOUT PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CP101
CP102
M A
TC
H
L
IN
E
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
O
VE
R
AL
L
JO
IN
T
LA
YO
U T
PL
AN
CP100
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
B7520
DI
INV.W=3222.38
INV.E=3222.33
XXXXXXX
X
X
X X
X X
X X
X
X
X
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
BERGSTROM DR
B7520
R R
R
R
R R
R
R
X
RF
A
A R R C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
JOINT LAYOUT PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
P
F O
R C
O N
T
IN
U A
T
IO
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 30' 0 30' 60'
GENERAL SHEET NOTES
LEGEND
RF RIGID/FLEXIBLE PAVEMENT THICKENED EDGE
JOINT, TYPE RF - DETAIL F6/C-505
REINFORCED PCC PAVEMENT, TYPE R
- DETAIL A1/C-505
R
A TIED CONSTRUCTION JOINT, TYPE A
- DETAIL C1/C-505
X DOWELED CONSTRUCTION JOINT AT EXISTING
PAVEMENT, TYPE X - DETAIL A3/C-505
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
JO
IN
T
LA
YO
U
T
PL
AN
CP102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
C DOWELED CONTRACTION JOINT, TYPE C
- DETAIL E3/C-505
INV=3237.12
AG VALVE
CMH 7
CMH
461BD
12" RCP
" R
CP
24" RCP
12" RCP 36" RCP
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
SET R
EBAR
.21
SET R
EBAR
.21
SET R
EBAR
.21
ST ST STST ST
ST ST
ST ST ST
ST
ST
ST
ST ST
ST ST
ST
ST
ST
ST
ST
XX
X X
X X
X X X X X X X
X X
X
X
P
P
P P P
P
ST ST
ST
ST
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P
ST
ST
X X
X
X
X X
ST ST ST
T
DS
DS DS
ST
STST
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
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D
AK
O
TA
P
R O
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C
T N
U M
BE
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: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
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IG
N
IS
SU
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F
O R
P R
IC
IN
G
/2
A1
OVERALL GRADING AND DRAINAGE PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CG101 CG102
M A
TC
H
L
IN
E
CG103
D . E
LL
ED
G E
T.
BE
LI
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L.
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AL
IA
FE
R
R O
J.
H
AL
L
O
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AL
L G
R
AD
IN
G
A N
D D
R
AI
N
AG
E
PL
AN
CG100
AM
-0
4:
D
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IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
R C
P
24" RCP
12" RCP
18" RCP
B7520
" R
C P
AI
RIM=3218.55
INV.S=3216.47
INV.E=3215.31
INV.W=3215.30
AI
RIM=3219.18
INV.W=3214.61
INV.SE=3214.53
AI
RIM=3218.32
INV.SW=3215.90
INV.NE=3215.90
AI
RIM=3220.74
INV.SW=3218.23
INV.NE=3218.16
3223 3221
32223223
DI
INV=
3222.44
24" RCP BURIED
AI
RIM=3220.99
INV=3218.14
CMH 7
CMH
461BD
G
G G
G G
G G
G G
G G
G
ST
ST
ST ST ST ST ST ST ST ST ST
ST
ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
XXXXXXX
X
X
X X
X X
X X
X
X X
XX
30.5
30.98 30.69
30.86
30.6930.5
29.27
29.64
28.928.3
.7
26.5
25.95
25.2525.6
25.6
25.4
25.0
24.7 24.8
25.2
27.9
27.7
29.15
28.5
28.3
29.15 28.8
25.4
25.2
25.2 25.3
24.5
25.3
23.5 25.0
23.0
23.6
23.7 23.3
24.0
23.8 P
P P
P P
P P
ST ST ST ST
ST
ST
ST
ST
ST
ST
DS
DS
ST
23.95
23.24
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
ST
ST
ST
29.64
28.8
23.4
23.8 23.5
24.5 30.69
.5
28.8
28.2
27.1
29.0
BERGSTROM DR
B7520 30.96
30.80
30.80
30.80
29.15
30.4030.40
30.70
27.35 27.25
27.60
28 32
26 32
CO INV=3228.0
CO INV=3226.5
CO INV=3225.5
STDI-A1
STCI-A2STDI-A3
STDI-A4
OCS-A5
STCI-B1
STCI-B2
STCI-A2.2
STMH-C8
STMH-C9
STCI-A2.1
STHW-B0
STMH-C10.1.1
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
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TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
GRADING AND DRAINAGE PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
G F
O R
C O
N T
IN
U
A T
IO
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. ALL SPOT ELEVATIONS ARE TRUNCATED. DATUM
STARTS AT 3200.
4. SEE PROFILES FOR STORM SEWER PIPE SIZES AND
MATERIAL TYPES.
5. THE CONTRACTOR SHALL MATCH EXISTING GRADES
AT NEW PAVEMENT LOCATIONS WHERE ABUTTING
EXISTING PAVEMENTS, ELEVATIONS SHOWN ARE
APPROXIMATE AT THESE LOCATIONS. MATCH
EXISTING GRADES AT BERGSTROM DRIVE OPEN CUT.
6. THE CONTRACTOR SHALL PROTECT THE EXISTING
JET FUEL LINE AT ALL TIMES.
7. PERIMETER TRENCH DRAINS SHALL BE SLOPED AT
1% MINIMUM FROM THE STARTING POINT TO THE
CONNECTING MANHOLE OR INLET. PERFORATED
PIPE SHALL ONLY BE USED IN THE GRAVEL TRENCH
DRAIN. SOLID PIPE SHALL BE USED UNDER ALL HARD
SURFACES AND OUTSIDE THE GRAVEL TRENCH
DRAIN.
8. ALL PERIMETER DRAIN CLEANOUTS SHALL HAVE A
COLOR MATCHING 6-INCH PVC DRAIN GRATE IN LIEU
OF A CAP INSTALLED 2-INCHES ABOVE
SURROUNDING RIVER ROCK ELEVATION.
9. SEE DETAILS FOR PIPE BEDDING REQUIREMENTS.
1. REINFORCED CONCRETE STORM SEWER PIPE
2. PRECAST CONCRETE MANHOLE - DETAIL D3/C-503
3. PRECAST CONCRETE DROP INLET - DETAIL D3/C-503
4. CONCRETE FLUME - DETAIL C8/C-503
5. PRECAST CONCRETE HEADWALL - DETAIL A1/C-503
6. PERIMETER TRENCH DRAIN (SEE GENERAL SHEET
NOTE 7) - DETAIL F9/C-501
8. OUTLET CONTROL STRUCTURE - DETAIL D8/C-504
10. DETENTION POND
13. PRECAST CURB INLET - DETAIL D1/C-503
20 . CLEANOUT - DETAIL D8/C-506
32 . MATCH EXISTING ELEVATION
SCALE: 1" = 30' 0 30' 60'
GENERAL SHEET NOTES
SHEET KEYNOTES
20 TYP.
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
CG102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
AM
-0
0:
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EN
ER
AL
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EV
IS
IO
N
S
/2
STORM SEWER LINE A1-A7 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
0+50 1+00 1+50 2+00 2+50
OC
S-
A5
TO
P:
.00
IE
O
UT
.00
' (S
TD
I-A 4)
ST
DI
-A
TO
P:
.00
IE
IN
.70
' (O
CS
-A 5)
IE
O
UT
.70 ' (S
TD
I-A
3)
24" RCP
33' @ 0.91%
24" RCP
96' @ 0.73%
ST
DI
-A
TO
P:
.00
IE
IN
.00
' (S
TD
I-A 4)
IE
O
UT
.00 ' (S
TC
I-A
2)
24" RCP
82' @ 0.73%
ST
CI
-A
TO
P:
.00
IE
IN
.40
' (S
TD
I-A 3)
IE
IN
.40
' (S
TC
I-A 2.1
IE
O
UT
.40
' (S
TD
I-A 1)
24" RCP
46' @ 0.87%
ST
DI
-A
TO
P:
.18
IE
IN
.00
' (S
TC
I-A 2)
IE
O
UT
.53 ' (S
TM
H-
EX
-1
EL
EC
TR
IC
AL
C
ON
CR
ET
E
DU
CT
B
AN
K
CR
OS
SI
NG
- S
EE
G
EN
ER
AL
N
OT
E
EXISTING 8" SANITARY SEWER
ELEV:3212.83
EX
IS
TI
NG
C
OM
MU
NI
CA
TI
ON
LI
NE
C
RO
SS
IN
G
STORM SEWER LINE B0-B2 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
0+50
ST
CI
-B
TO
P:
.20
IE
IN
.50
' (S
TC
I-B 2)
IE
O
UT
.50 ' (S
TH
W
-B 0)
18" RCP
28' @ 1.08%
18" RCP
46' @ 1.08%
18" MIN.
CLEARANCE
CO
MM
UN
IC
AT
IO
N
CO
NC
RE
TE
D
UC
T
BA
NK
CR
OS
SI
NG
SE
E
GE
NE
RA
L N
OT
E
CO
MM
UN
IC
AT
IO
N
CO
NC
RE
TE
D
UC
T
BA
NK
CR
OS
SI
NG
SE
E
GE
NE
RA
L N
OT
E
12" MIN.
CLEARANCE
12" MIN.
CLEARANCE
ST
CI
-B
TO
P:
.15
IE
O
UT
.80 ' (S
TC
I-B
1)
ST
HW
-B
TO
P:
.50
IE
IN
.00
' (S
TC
I-B 1)
EXISTING
SURFACE
EXISTING
SURFACE
PROPOSED
SURFACE
PROPOSED
SURFACE
10YR HGL
POND
100YR HGL
(ROUTED FLOW)
POND
10YR HGL
STORM SEWER LINE C8-C8.7 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
ST
DI
-C 8.7
TO
P:
.30
IE
IN
.50
' (S
TD
I-C 8.8
IE
IN
.25 ' (C
O- C8
.7)
IE
O
UT
.30
' (S
TD
I-C 8.6
18" RCP
70' @ 0.57%
ST
DI
-C 8.6
TO
P:
.30
IE
IN
.90
' (S
TD
I-C 8.7
IE
O
UT
.80
' (S
TD
I-C 8.5
18" RCP
70' @ 0.57%
ST
DI
-C 8.5
TO
P:
.30
IE
IN
.40
' (S
TD
I-C 8.6
IE
IN
.40 ' (S
TD
I-C
8.5 .1)
IE
IN
.40
' (C O-
C8 .5)
IE
O
UT
.40 ' (S
TC
I-C
8.4
ST
CI
-C 8.4
TO
P:
.10
IE
IN
.20
' (S
TD
I-C 8.5
IE
O
UT
.20
' (S
TC
I-C 8.3
18" RCP
35' @ 0.57% 18" RCP
111' @ 0.72% 24" RCP
168' @ 0.83%
ST
CI
-C 8.3
TO
P:
.70
IE
IN
.40
' (S
TC
I-C 8.4
IE
IN
.40 ' (S
TD
I-C
8.3 .1)
IE
O
UT
.90 ' (S
TC
I-C
8.2
ST
CI
-C 8.2
TO
P:
.40
IE
IN
.50
' (S
TC
I-C 8.3
IE
IN
.50 ' (C
O- C8
.2)
IE
O
UT
.50
' (S
TM
H- C8
.1)
ST
MH
-C 8.1
TO
P:
.60
IE
IN
.20
' (S
TC
I-C 8.2
IE
IN
.20 ' (S
TC
I-C
8.1 .1)
IE
O
UT
.20 ' (S
TM
H-
C8
24" RCP
32' @ 0.94%
36" RCP
118' @ 0.85%
EX
IS
TI
NG
" W
AT
ER
LIN
E
CR
OS
SI
NG
CO
MM
UN
IC
AT
IO
N
CO
NC
RE
TE
D
UC
T
BA
NK
CR
OS
SI
NG
SE
E
GE
NE
RA
L N
OT
E
8" SANITARY SEWER
ELEV:3214.65
ST
MH
-C
TO
P:
.00
IE
IN
.20
' (S
TM
H- C9
IE
IN
.20 ' (S
TM
H-
C8 .1)
IE
O
UT
.16 ' (S
TM
H-
C6
EL
EC
TR
IC
AL
C
ON
CR
ET
E
DU
CT
B
AN
K
CR
OS
SI
NG
SE
E
GE
NE
RA
L N
OT
E
ST
DI
-C 8.8
TO
P:
.40
IE
IN
.70
' (S
TD
I-C 8.9
IE
O
UT
.70
' (S
TD
I-C 8.7
ST
DI
-C 8.9
TO
P:
.70
IE
IN
.60
' (S
TC
O- C8
.10
IE
O
UT
.30 ' (S
TD
I-C
8.8
15" RCP
76' @ 0.79%
15" RCP
37' @ 0.54%
" W
AT
ER
LIN
E
CR
OS
SI
NG
2.5 " N
AT
UR
AL
G
AS
LI
NE
6" SANITARY SEWER
ELEV:3223.66
EX
IS
TI
NG
8" W
AT
ER
LIN
E
CR
OS
SI
NG
18" MIN.
CLEARANCE
18" MIN.
CLEARANCE
EX
IS
TI
NG
N
AT
UR
AL
G
AS
LI
NE
18" MIN.
CLEARANCE
12" MIN.
CLEARANCE12" MIN.
CLEARANCE
8" PVC
ELEV:3226.60
CO
MM
UN
IC
AT
IO
N
CO
NC
RE
TE
D
UC
T
BA
NK
C
RO
SS
IN
G
- S
EE
G
EN
ER
AL
N
OT
E
12" MIN.
CLEARANCE
CO
MM
UN
IC
AT
IO
N
CO
NC
RE
TE
D
UC
T
BA
NK
C
RO
SS
IN
G
- S
EE
G
EN
ER
AL
N
OT
E
12" MIN.
CLEARANCE
EXISTING
SURFACE PROPOSED
SURFACE
10YR HGL
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
STORM SEWER PROFILES
GENERAL NOTES
1. REFER TO C-001 FOR ABBREVIATIONS
AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL
NOTES.
3. PIPE LENGTHS ARE SHOWN FROM
CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. CONTRACTOR SHALL
BID ON ACTUAL LENGTH OF PIPE.
4. ALL REINFORCED CONCRETE STORM
SEWER SHALL BE CLASS III.
5. ALL STORM SEWER PIPE SHALL HAVE
BEDDING. SEE C-507 FOR
REQUIREMENTS.
6. REFER TO ES500 SERIES FOR
COMMUNICATION AND ELECTRICAL
DUCT BANK DETAILS.
7. REFER TO GRADING PLAN FOR
ADDITIONAL PERIMETER DRAIN
ELEVATIONS.
8. TOP ELEVATION FOR CURB INLET IS
LOCATED AT THE EDGE OF PAVEMENT.
TOP OF STRUCTURE IS AS PER DETAIL
D1/C-503
9. TOP ELEVATION OF DROP INLET IS AT
THE TOP OF GRATE.
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
ST
O
R M
S
EW
ER
P
R O
FI
LE
S
CG201
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
STORM SEWER LINE C12-C12.1 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
STORM SEWER LINE C8.5-C8.5.1 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
STORM SEWER LINE C8.3-C8.3.2 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
STORM SEWER LINE C8.1-C8.1.2 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
0+50 0+50
ST
CI
-C 8.1
.1
TO
P:
.10
IE
IN
.45 ' (S
TC
I-C
8.1 .2)
IE
O
UT
.45 ' (S
TM
H-
C8 .1)
36" RCP
31' @ 0.80%
ST
MH
-C 8.1
TO
P:
.60
IE
IN
.20
' (S
TC
I-C 8.2
IE
IN
.20 ' (S
TC
I-C
8.1 .1)
IE
O
UT
.20 ' (S
TM
H-
C8
ST
DI
-C 8.3
.2
TO
P:
.00
IE
O
UT
.10
' (S
TD
I-C 8.3
.1)
ST
DI
-C 8.3
.1
TO
P:
.00
IE
IN
.60 ' (S
TD
I-C
8.3 .2)
IE
IN
.10
' (C O-
C8 .3.
1)
IE
O
UT
.60
' (S
TC
I-C 8.3
ST
CI
-C 8.3
TO
P:
.70
IE
IN
.40
' (S
TC
I-C 8.4
IE
IN
.40 ' (S
TD
I-C
8.3 .1)
IE
O
UT
.90 ' (S
TC
I-C
8.2
18" RCP
17' @ 1.18%
18" RCP
45' @ 1.10% 18" RCP
26' @ 0.76%
ST
DI
-C 8.5
TO
P:
.30
IE
IN
.40
' (S
TD
I-C 8.6
IE
IN
.40 ' (S
TD
I-C
8.5 .1)
IE
IN
.40
' (C O-
C8 .5)
IE
O
UT
.40 ' (S
TC
I-C
8.4
ST
DI
-C 8.5
.1
TO
P:
.90
IE
O
UT
.60
' (S
TD
I-C 8.5
ST
DI
-C
.1
TO
P:
.50
IE
O
UT
.50
' (S
TC
I-C
ST
CI
-C
TO
P:
.00
IE
IN
.00
' (S
TC
I-C
IE
IN
.20 ' (S
TD
I-C
.1)
IE
O
UT
.00 ' (S
TC
I-C
18" RCP
31' @ 0.98%
6" W
AT
ER
LIN
E
CR
OS
SI
NG
8" SANITARY SEWER
ELEV:3215.40
36" RCP
22' @ 0.91%
CO
MM
UN
IC
AT
IO
N
CO
NC
RE
TE
D
UC
T
BA
NK
CR
OS
SI
NG
SE
E
GE
NE
RA
L N
OT
E
12" MIN.
CLEARANCE
ST
CI
-C 8.1
.2
TO
P:
.10
IE
IN
.67 ' (S
TC
I-E
X- 3)
IE
O
UT
.65 ' (S
TC
I-C
8.1 .1)
STORM SEWER LINE X5-C14.5 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
ST
CI
-C
TO
P:
.72
IE
IN
.25
' (X 1)
IE
IN
.25
' (X 5)
IE
O
UT
.25 ' (S
TC
I-C
18" RCP
35' @ 1.00% MIN.
X5 - CONNECTION TO EXISTING
STORM SEWER PIPE.
CONTRACTOR SHALL FIELD VERIFY
INVERT ELEVATION, ADJUST ELEVATIONS
AS REQUIRED TO MAINTAIN A 1% SLOPE
ON THE NEW STORM SEWER PIPE.
APPROXIMATE INVERT ELEVATION = 3224.8
CONTRACTOR SHALL FIELD
VERIFY DEPTH AND LOCATION
OF EXISTING 18-INCH RCP.
EXISTING
SURFACE EXISTING SURFACE EXISTING
SURFACE
EXISTING
SURFACE
PROPOSED
SURFACEPROPOSED
SURFACE
PROPOSED
SURFACE
PROPOSED
SURFACE
10YR HGL
10YR HGL
10YR HGL
10YR HGL
EXISTING
SURFACE
PROPOSED
SURFACE
10YR HGL
STORM SEWER LINE C10-C10.3 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
STORM SEWER LINE A2-A2.2 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
0+50 1+00
24" RCP
56' @ 1.08%
24" RCP
59' @ 1.02%
ST
CI
-A 2.1
TO
P:
.40
IE
IN
.00
' (S
TC
I-A 2.2
IE
O
UT
.00
' (S
TC
I-A 2)
0+50 1+00 1+50 2+00
STORM SEWER LINE C10.1-C10.1.1 PROFILE
HORZ. SCALE 1"= 30'
VERT. SCALE 1"= 5'
ST
MH
-C
.3
TO
P:
.70
IE
O
UT
.70
' (S
TM
H- C1
0.2
ST
MH
-C
.2
TO
P:
.70
IE
IN
.40 ' (S
TM
H-
C1 0.3
IE
O
UT
.40
' (S
TM
H- C1
0.1
10" PVC
116' @ 1.12% 12" PVC
88' @ 1.02%
8" SANITARY SEWER
ELEV:3218.61
18" RCP19' @ 2.09%
0+50 1+00
ST
MH
-C
.1.
TO
P:
.99
IE
IN
.50
' (C O-
C1 0.1
.1)
IE
O
UT
.00
' (S
TM
H- C1
0.1
ST
MH
-C
.1
TO
P:
.40
IE
IN
.50 ' (S
TM
H-
C1 0.1
.1)
IE
IN
.50 ' (S
TM
H-
C1 0.2
IE
O
UT
.00
' (S
TD
I-C
12" PVC
105' @ 1.43%
ST
MH
-C
.1
TO
P:
.40
IE
IN
.50 ' (S
TM
H-
C1 0.1
.1)
IE
IN
.50 ' (S
TM
H-
C1 0.2
IE
O
UT
.00
' (S
TD
I-C
ST
DI
-C
TO
P:
.97
IE
IN
.10 ' (S
TC
I-C
IE
IN
.60
' (S
TM
H- C1
0.1
IE
O
UT
.10 ' (S
TM
H-
C9
8" PVC
ELEV:3224.08
8" PVC
ELEV:3225.23
8" PVC
ELEV:3224.14
8" PVC
ELEV:3224.64
8" PVC
ELEV:3225.54
8" PVC
ELEV:3225.80
8" PVC
ELEV:3225.16
8" PVC
ELEV:3224.64
ST
CI
-A
TO
P:
.00
IE
IN
.40
' (S
TD
I-A 3)
IE
IN
.40
' (S
TC
I-A 2.1
IE
O
UT
.40
' (S
TD
I-A 1)
ST
CI
-A 2.2
TO
P:
.10
IE
O
UT
.60 ' (S
TC
I-A
2.1
EXISTING
SURFACE
PROPOSED
SURFACE
EXISTING
SURFACE
PROPOSED
SURFACE
EXISTING
SURFACE
PROPOSED
SURFACE
10YR HGL
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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N N
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2 3 4 5 6 7 8 9 10
F
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D
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C R
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F O
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F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
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IG
N
IS
SU
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F
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P R
IC
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/2
A1
STORM SEWER PROFILES
GENERAL NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE. CONTRACTOR SHALL BID ON ACTUAL LENGTH OF PIPE.
4. ALL REINFORCED CONCRETE STORM SEWER SHALL BE CLASS III.
5. ALL STORM SEWER PIPE SHALL HAVE BEDDING. SEE C-507 FOR
REQUIREMENTS.
6. REFER TO ES500 SERIES FOR COMMUNICATION AND ELECTRICAL DUCT
BANK DETAILS.
7. REFER TO GRADING PLAN FOR ADDITIONAL PERIMETER DRAIN
ELEVATIONS.
8. TOP ELEVATION FOR CURB INLET IS LOCATED AT THE EDGE OF
PAVEMENT. TOP OF STRUCTURE IS AS PER DETAIL D1/C-503
9. TOP ELEVATION OF DROP INLET IS AT THE TOP OF GRATE.
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
ST
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S
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ER
P
R O
FI
LE
S
CG203
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
15" RCP
3237.32
INV=
3241.62
12" R C
P
4" DRAIN TILE
INV=3236.46
AI
RIM=3242.40
INV.SE=3240.00
STMH
RIM=3242.77
INV.NE=3238.38
INV.N=3238.26
INV.SE=3238.23
18" RCP
AI
RIM=3241.89
INV.NE=3238.55
INV.SW=3238.54
SET
REBAR
.21
SET
REBAR
.21
SET
REBAR
.21
ST ST ST
G
XX
X
X X
X
X
X
X
X
SS SS
ST ST
SS
SS
SS
ST ST
ST ST ST
ST
ST
ST
ST ST
ST ST
ST
ST
ST
ST
ST
XX
X X
X X
X X X X X X X
X X
X
X
P
P
P P P
P
ST ST
ST
ST
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P
ST
ST
HYD
X X
X
X
X X
HYD
ST ST ST
F D
C
T
DS
DS DS
ST
STST
ST
ST
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
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ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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D B
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AN
SI
D
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SU
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C O
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T
N O
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LI
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IT
AT
IO
N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
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AT
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AR
K
D
ES
C R
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A
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AH
A, N
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: F O
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/A M
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F O
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BA
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C
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: F
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F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
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IG
N
IS
SU
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F
O R
P R
IC
IN
G
/2
A1
OVERALL JOINT SPOT ELEVATION PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CJ101
CJ102
M A
TC
H
L
IN
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D . E
LL
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G E
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CJ100
AM
-0
4:
D
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F
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P R
IC
IN
G
/2
/2
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
B7520
DI
INV.W=3222.38
INV.E=3222.33
XXXXXXX
X
X
X X
X X
X X
X
X
X
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
BERGSTROM DR
B7520
.93
.8829 .86
.52
.47
.96
.0129.
.3928 .48
27.
.86
27.
25.
24.
.56
24.
24.
24.
.41
(24 .39
(24 .30
(24 .26
23.30
23.23 23.17
23.10
(23 .29
.05
(23 .28
(23 .40
(23 .53
(23 .68
(23 .72
(23.19)
(23.20)
(23.23)
24.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
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IN
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R
S
D R
AW
N
B Y:
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B
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D B
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N N
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2 3 4 5 6 7 8 9 10
F
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D
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B
A
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AR
K
D
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C R
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A
D
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AP
IT
AL
A
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M
AH
A, N
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R
AS
KA
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TO
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AL
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AI
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U (F
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LS
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A
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F O
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BA
SE
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FTU
AM
-0
2:
D
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IG
N
IS
SU
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F
O R
P R
IC
IN
G
/2
A1
JOINT SPOT ELEVATION PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
J F
O R
C O
N T
IN
U
A T
IO
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. ALL SPOT ELEVATIONS ARE TRUNCATED. DATUM
STARTS AT 3200.
4. REFER TO CP101 AND CP102 FOR UTILITY STRUCTURE
LOCATION.
SCALE: 1" = 30' 0 30' 60'
GENERAL SHEET NOTES
LEGEND
SPOT ELEVATIONX 32
.50
EXISTING SPOT ELEVATIONX (32
.50
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
JO
IN
T
SP
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EL
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AT
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N P
LA
N
CJ102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
APPROX.-
UNABLE TO LOCATEAPPROX.-UNABLE TO LOCATE
INV=3237.12
2" GAS
12" RCP
" R
CP
24" RCP
12" RCP 36" RCP
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
APPROX.-UNABLE TO LOCATE
EMH
UNVERIFIED
SET R
EBAR
.21
SET R
EBAR
.21
SET R
EBAR
.21
ST ST ST
G
XX
X
X X
X
X
X
X
X
ST ST
MECH
SIM FACILITY
ADDITION
FFE=3245.50
COMM
ELEC
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
HYD
ST
ST ST
ST
STST
W W
W
ST
ST
ST
ST
ST ST
FW
W
FW
G
G G
G
GG
C R C S
ST
UP
U P
UP
T
U E
HYD
S
UC
UC
UC
UC
U C
U C
U C
U C S
COMM
ELEC
MECH
WM
B8306
ST ST
ST ST ST
ST
ST
ST
ST ST
ST ST
ST
ST
ST
ST
ST
XX
X X
X X
X X X X X X X
X X
X
X
P
P
P P P
P
ST ST
ST
ST
C/L
C/L C /L
C /L
C/LC/L
C/ L
C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L
C /L
C/L
C/L
C/L
C/ L
C /L
C /L
C/ L
C/LC/LC/L
C/L
C/L
C /L
C/L
C/LC/LC/L
C/L
C/L
X X
X X
X
X X X
X
X
X
X
X
X X X
CRCS
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P
ST
ST
P
P
COCO
CO
CO_E
CO
CO_NCO
COCO CO
HYD
X X
X
X
X X
HYD
ST ST ST
FDC
4" SS
2 1/2" G
SS SS
P P
PPPP
UP
C/LC/L
C /L
C /L
C/L C/L C/L
C /L
C /L
P P
FD
C
UTILITY
YARD
FFE 3229.0
T
DS
DS DS
ST
STST
UP
XX
XX XX XX XX
XX
XX XX
XX
XX XX XX
XX
XX XX XX XX XX
XX
XX
XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
XX XX XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX
XX
XX
XX
XX
XX XX XX XX
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
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C H
EC
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D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
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TO
BE
R
B-
: F O
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T
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AI
N
IN
G U
N
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/A M
U (F
TU
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LS
W O
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A
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F O
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BA
SE
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ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
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N
IS
SU
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F
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P R
IC
IN
G
/2
A1
OVERALL EROSION CONTROL PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CE101 CE102M
A
TC
H
L
IN
E
CE103
D . E
LL
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F
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AM
-0
0:
G
EN
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AL
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N
S
/2
APPROX.-
UNABLE TO LOCATEAPPROX.-UNABLE TO LOCATE
CMH 7
CMH
461BD
ST
SS
SS
SS
SS
SS
ST
ST
ST ST ST ST ST ST ST ST ST
ST
ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
XXXXXXX
X
X
X X
X X
X X
X
X X
XXP
P
P P
P P
P
ST ST ST ST
ST
ST
ST
ST
ST
ST
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L
C /L
C /L
C/L C/L C/L
C/ L
C/ L
C/LC/L
C/L
C/L
C/L
C/L
C/ L
C/ L
C /L
C /L
C /L
C/LC/L
C /L
C /L
C /L
C /L
C /L
C/ L
C/L
C/L
C/LC/LC/LC/LC/LC/L
DS
DS
ST
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST
BERGSTROM DR
B7520
UC UC UC UC UC UC UC UC UC UCCMH
XX
XX
XX XX XX XX XX XX XX XX XX XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
28 32
26 32
24 32
20 3219
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
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B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
EC
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D B
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AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
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N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
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LS
W O
R
TH
A
IR
F O
R C
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BA
SE
, S
O U
TH
D
AK
O
TA
P
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C
T N
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BE
R
: F
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M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
EROSION CONTROL PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
G F
O R
C O
N T
IN
U
A T
IO
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. EROSION CONTROL ELEMENTS ARE SHOWN AT ALL
REQUIRED LOCATIONS. CONTRACTOR SHALL
IMPLEMENT CONTROLS AT THE CORRECT TIME
DURING CONSTRUCTION AND MODIFY OR ADD
CONTROLS AS THE NEED ARISES OR AS DIRECTED
BY THE COR. COORDINATE WITH SHEET C-002,
GENERAL EROSION CONTROL NOTES AND THE
CONTRACTOR DEVELOPED STORMWATER
POLLUTION PREVENTION PLAN (SWPPP).
1. RIP-RAP - DETAIL A5/C-504
2. TEMPORARY SEDIMENT TRAP - DETAIL A1/C-504
3. TEMPORARY SILT FENCE - DETAIL D6/C-504
4. TEMPORARY CONSTRUCTION ENTRANCE - DETAIL
D1/C-504
5. TEMPORARY CURB INLET GRAVEL FILTER - DETAIL
D3/C-504
7. PROJECT DEMARCATION/CONSTRUCTION LIMIT LINE
8. TEMPORARY RETROFITTING - DETAIL A8/C-504
SCALE: 1" = 30' 0 30' 60'
GENERAL SHEET NOTES
SHEET KEYNOTES
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
CE102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
AM
-0
0:
G
EN
ER
AL
R
EV
IS
IO
N
S
/2
SET
REBAR
.21
SET
REBAR
.21
SET
REBAR
.21
SS
FW
C S-
C R
CS-CR
C S-
C R
CS-CR
SS SS
G G
G
GG
SIM FACILITY
ADDITION
FFE=3245.50
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
U P
U P
COMM
ELEC
MECH
WM
UP
UP
UP
UP
UP UP
UP
SS
SS
SS
B8306
UP UP UP UP UP SS
SS
SS
SS
SS
SS
SS SS
XX
X X
X X
X X X X X X X
X X
X
X
W
W
SS SS SS SS
G G
UP
T
CRCS
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P P
P P
P
HYD
U P
U P
U P
U P
X X
X
X
X X
HYD
F D
C
HYD
FDC
HYD
HYD
HYD
VAN
EMH
G
U
CUC
UC
UC
UC
UC
UC
UC UC
UC
UC
UC
UC
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
UC UC UC
CMH
CM
H
CMH
CMH
CM
H
UC UC UC UC
U
C
CM
H
UC UC UC
UC UC
U C
U C
U C
U C
U C
U C
U C
U C
U C
UTILITY
YARD
FFE 3229.0
T
CMH
EMH
EMH
CMH
CMH
CMH
FWFWFWCM
H
EMH
ES
UC UC UC UC UC
UC UC UC
U C
U C
U C
U C
UC UC UCCMH
DS
DS DS
INV=3237.12
2" GAS
6" W
8" W
8" W
6" W
8" W
8" W
3" WATER
8" WATER
8" WATER
12" WATER
3" IRRIG
W
ATER
APPRO
X
12" RCP
" R
CP
24" RCP
12" RCP 36" RCP
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
JE
T
FU
EL
EMH
UNVERIFIED
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
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Y C
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PS
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S
D R
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B Y:
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D B
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FTU
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A1
OVERALL UTILITY PLAN
PLAN
NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CU101 CU102M
A
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CU103
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SS
G
G G
G G
G G
G G
G G
G
SS
SS
SS
SS
SS
SS
ST
ST
ST ST ST ST ST ST ST ST ST
ST
ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
XXXXXXX
X
X
X X
X X
X X
X
X X
XXP
P
P P
P P
P
SS
ST ST ST ST
ST
ST
ST
ST
ST
ST
DS
DS
ST
HYD
U P
U P
UP
UP
UP
U
P U
P U
P U
P U
P U
P U
P U
P U
P U
P U
P
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
ST
ST
ST
UC
UC
UC
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
UC UC UC UC UC UC UC UC UC UC CMH
CMH
UC UC UC UC
UC
UC UC UC UC UC
U C
U C
U C
BERGSTROM DR
B7520
UC UC UC UC UC UC UC UC UC UCCMH
SSMH X-2
SSMH X-0
SSMH X-0.1
SSMH X-1
R C
P
24" RCP
12" RCP
18" RCP
APPROX.-
UNABLE TO LOCATEAPPROX.-UNABLE TO LOCATE
MH
RIM=3221.70
INV.NE=3210.70
INV.SW=3210.61
" R
C P
AI
RIM=3218.55
INV.S=3216.47
INV.E=3215.31
INV.W=3215.30
MH
RIM=3223.06
INV.N=3211.54
INV.E=3211.54
INV.S=3211.53
INV.W=3211.53
AI
RIM=3219.18
INV.W=3214.61
INV.SE=3214.53
AI
RIM=3218.32
INV.SW=3215.90
INV.NE=3215.90
AI
RIM=3220.74
INV.SW=3218.23
INV.NE=3218.16
DI
INV=
3222.44
24" RCP BURIED
CMH 7
CMH
461BD
UP
UP
UP
U P
U P
U P
EMH
UC
UC
UC
UC
U C
U C
CMH
APPROX.-UNABLE TO LOCATE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
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B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
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D B
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SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
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D
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B
A
D
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AR
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D
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C R
IP
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ADVERTISEMENT - 100% DESIGN
FTU
AM
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2:
D
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IS
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F
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A1
UTILITY PLAN
PLAN
NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
U F
O R
C O
N T
IN
U
A T
IO
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. THE CONTRACTOR SHALL PROTECT THE EXISTING
JET FUEL LINE AT ALL TIMES.
4. REFER TO ELECTRICAL SITE PLAN FOR SITE
LIGHTING CIRCUIT LAYOUT.
5. THE CONTRACTOR SHALL COORDINATE TIMING AND
CONSTRUCTION OF THE FTD SANITARY SEWER LINE
AND CONNECTIONS TO SSMH X-2 ON THE FTU SITE
WITH THE COR.
10. PRECAST SANITARY SEWER MANHOLE - DETAIL
A1/C-502
11. UNDERGROUND ELECTRICAL CONCRETE DUCT BANK -
SEE ELECTRICAL PLANS
12. UNDERGROUND COMMUNICATION CONCRETE DUCT
BANK - SEE ELECTRICAL PLANS
19. SITE LIGHTING - SEE ELECTRICAL PLANS
24. 8" SANITARY SEWER PIPE
25. UNDERGROUND COMMUNICATION CONCRETE DUCT
BANK AND MANHOLES BUILT BY MPF
41. DROP MANHOLE - DETAIL D8/C-503
45. 6" NATURAL GAS LINE
46. COMMUNICATION MANHOLE - SEE ELECTRICAL PLANS
57. ELECTRICAL MANHOLE - SEE ELECTRICAL PLANS
58. UNDERGROUND ELECTRICAL CONCRETE DUCT BANK
BY FTD PROJECT
59. UNDERGROUND COMMUNICATION CONCRETE DUCT
B…
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