24-0018 Parking Lot 3 100 Drawings REVISED.pdf
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- Construct South Lot 3
- Solicitation number
- FA460026B0004
About this file
This document is a comprehensive set of design plans for constructing a new parking lot (Parking Lot 3, Building B1000) at Offutt Air Force Base in Nebraska. The project, numbered SGBP 24-0018, includes detailed civil, drainage, and electrical design specifications across 32 sheets prepared by HGM Associates and BqEnn.
The base bid scope of work includes removal of existing pavement, curbing, and infrastructure; grading and site preparation; construction of approximately 850 linear feet of new asphalt pavement with 6-inch concrete curb and gutter; installation of 4-inch concrete sidewalks with paint striping; storm drainage system consisting of curb inlets, area inlets, and underground RCP piping ranging from 15 inches to 24 inches in diameter; adjustment of existing utilities including storm sewers, sanitary sewers, water lines, monitoring wells, and light poles to finished grade; and permanent stabilization including seeding and washed river rock landscaping in parking lot islands. An alternate design option is provided that includes additional pavement in Area A with an extended drainage system and modified utility adjustments. The electrical work involves site lighting with multiple light poles on 24-inch PCC bases, with photometric calculations provided. All work requires coordination with existing underground utilities, erosion control measures during construction, and compliance with Air Force Base regulations regarding contractor access via the Capehart Road Gate.
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CELL NO.1
CELL NO.2
CELL NO.3
ARM DEARM
E C
W
S
T
F O
X T
R O
T
D E
LT
A
K I
L O
JULIET
C H
A R
LIE
NORTH WEST
BLAST
DEFLECTORS
END FIRE
HOT REFUEL/
ILS
STRATTON AVE
STRATTON AVE
CHECKPOINT
TACAN
PROJECT NO. SGBP 24-0018
OFFUTT AIR FORCE BASE, NEBRASKA
CONSTRUCT NEW PARKING LOT 3, B1000
LOCATION MAP
INDEX OF SHEETS
SHEET NO. SHEET TITLE
COVER SHEET & LOCATION PLAN
C0.1 - CONTRACTOR ACCESS & STAGING PLAN
C0.2 - TOPOGRAPHIC SURVEY
C1.2 - SITE PLAN - BASE BID
C1.3 - ENLARGED SITE PLAN AREA B - BASE BID
C1.4 - ENLARGED SITE PLAN AREA C - BASE BID
C1.5 - GRADING PLAN AREA B - BASE BID
F O R T
C
R O
O K
R O
A D
CAPEHART ROAD
H A
R
LA
N
LE
W
IS
R O
A D
BASE LAKE
ACCESS ROUTE
CONTRACTOR
CAPEHART ROAD GATE
ENTER BASE AT
CONTRACTOR TO
PROJECT LOCATION
B1000 STRATCOM
SOUTH LOT #3
& LOCATION PLAN
COVER SHEET
SJE
SJE
C1.1 - REMOVAL PLAN - BASE BID
OMAHA NEBRASKA
DODGE STREET
INTERSTATE 80
BELLEVUE NEBRASKA
MISSOURI RIVER
OFFUTT AIR FORCE BASE
25th STREET
CAPEHART ROAD
CAPEHART HSNG
HIGHWAY 370
CORNHUSKER ROAD
HIGHWAY 75
OMAHA NEBRASKA
VICINITY MAPN
FORT CROOK ROAD
KENNEDY FRWY
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
C1.6 - GRADING PLAN AREA C - BASE BID
C1.7 - DRAINAGE PLAN - BASE BID
C1.8 - EROSION CONTROL PLAN - BASE BID
C1.9 - PERMANENT STABILIZATION PLAN - BASE BID
C3.1 - PAVEMENT DETAILS
OFF-B-6524
C3.2 - STORM DRAINAGE DETAILS
C3.3 - CURB INLET DETAILS
C3.4 - CURB INLET DETAILS
C3.5 - AREA INLET DETAILS
ED1.01 - SITE - ELECTRICAL DEMOLITION
E1.01 - SITE PLAN - BASE BID ELECTRICAL
E1.02 - SITE PLAN - ALTERNATE ELECTRICAL
C2.2 - SITE PLAN - ALTERNATIVE
C2.4 - ENLARGED SITE PLAN AREA B - ALTERNATIVE
C2.5 - ENLARGED SITE PLAN AREA C - ALTERNATIVE
C2.7 - GRADING PLAN AREA B - ALTERNATIVE
C2.1 - REMOVAL PLAN - ALTERNATIVE
C2.8 - GRADING PLAN AREA C - ALTERNATIVE
C2.9 - DRAINAGE PLAN - ALTERNATIVE
C2.10 - EROSION CONTROL PLAN - ALTERNATIVE
C2.11 - PERMANENT STABILIZATION PLAN - ALTERNATIVE
C2.3 - ENLARGED SITE PLAN AREA A - ALTERNATIVE
C2.6 - GRADING PLAN AREA A - ALTERNATIVE
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
NAL C IVIL
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
E1.03 - SITE PLAN - PHOTOMETRICS32
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
O APOLLO DRIVE
& STAGING PLAN
CONTRACTOR ACCESS
C0.1
CONTRACTOR ACCESS & STAGING PLAN
SCALE: 1" = 60'
STRATTON AVE.
AREA
STAGING
CONTRACTOR
S
U L E
V A
R D
ACCESS ROUTE
CONTRACTOR
B1000
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
MH
MH
CO
CO
CO
MH
MH
WV
WV WV
MW
F E
SFES
CO
CO
MH
CO
FES
MH
MW
MH
MH
MH
TEMPORARY BENCHMARK
N 492666.27
E 2763038.65
ELEV. 980.74
CONTROL POINT #1
N 492899.60
E 2763220.98
ELEV. 984.35
TEMPORARY BENCHMARK
N 492583.85
E 2762822.96
ELEV. 976.09
8 97
7 97
MH
MH
FES
3 97
MH
NAIL
NAIL
NAIL
UNDERGROUND GAS
UNDERGROUND GAS
UNDERGROUND GAS
FLAGGED SANITARY SEWER
SW-N I.E. = 968.59
RIM = 978.09
SANITARY SEWER MANHOLE
18" PVC N-S I.E. = 968.20
RIM = 974.18
STM MANHOLE
24" RCP W-S I.E. = 968.65
RIM = 975.70
STM INLET MANHOLE
18" PVC S I.E. = 969.04
RIM = 973.39
STM INLET MANHOLE
15" PVC S I.E. = 970.20
RIM = 975.64
STM INLET MANHOLE
24" RCP S I.E. = 971.08
24" PVC E I.E. = 971.08
RIM = 977.58
STM MANHOLE
18" PVC N I.E. = 971.72
24" PVC W I.E. = 971.72
RIM = 979.27
STM MANHOLE
15" PVC SE I.E. = 973.42
RIM = 976.19
STM INLET
18" N I.E. = 970.48
24" RCP E I.E. = 969.91
RIM = 976.36
STM INLET
= 966.71I.E.
48" REP F.E.S.
I.E. = 970.23
24" F.E.S.
WELL
MONITORING
LOCATION
B-2 BORING
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUTS
DON'T KNOW WHERE IT GOES???
72" RCP NW-SE I.E. = 961.14
RIM = 976.24
STM MANHOLE
LIGHT POLE
PULL BOX
CAMERA POLE
CAMERA POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
LUMEN LIGHTS
MAIN
UNDERGROUND WATER
MAIN
UNDERGROUND WATER
VALVES
WATER
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
24" RCP S I.E. = 967.80
18" PVC N I.E. = 967.80
RIM = 974.18
STM MANHOLE
24" RCP N-S I.E. = 967.21
RIM = 973.69
STM MANHOLE
18" PVC N-S I.E. = 969.01
RIM = 975.41
MANHOLE
972.40
WEIR WALL
RIM = 977.51
FIBER OPTIC MANHOLE
OPTIC LINE
AT&T FLAGGED FIBER
OPTIC
AT&T FIBER
OPTIC LINE
AT&T FLAGGED FIBER
POWER
MARKED UNDERGROUND
POWER
MARKED UNDERGROUND
LOCATION
B-4 BORING WELL
MONITORING
LOCATION
B-3 BORING
POWER
MARKED UNDERGROUND
POWER
MARKED UNDERGROUND
POWER
MARKED UNDERGROUND
POWER
MARKED UNDERGROUND
976.52
WEIR WALL
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE
W/24" PCC BASE
LIGHT POLE W/24" PCC BASE
LIGHT POLE
RIM = 979.88
STM INLET MANHOLE
POWER
MARKED UNDERGROUND
POWER
UNDERGROUND
MARKED
POWER
UNDERGROUND
MARKED
18" PVC N-S I.E. = 968.76
RIM = 974.13
STM INLET MANHOLE
W/ PCC HEADWALL
I.E. = 973.03
15" PVC NW
PVC PIPE
I.E. = 968.94
24" RCP N
PCC HEADWALL
I.E. = 969.10
18" RCP N
PCC HEADWALL
I.E. = 966.85
24" RCP N
PCC HEADWALL
SILTED IN
I.E. = 966.78
24" RCP N
PCC HEADWALL
LOCATION
B-1 BORING
LOCATION
B-5 BORING
RIP RAP
RIP RAP
PULL BOX
FENCE
CHAINLINK
CHAINLINK FENCE
CHAINLINK FENCE
CLEANOUT
SILTED IN
54" RCP = 965.43
W/24" PCC BASE
LIGHT POLE
FLOWS SOUTH
TIES INTO 72" SOME HOW???
WIER WALL = 966.03
30" RCP W I.E. =961.93
30" RCP S-E I.E. = 960.58
RIM = 967.28
STM MANHOLE MH
UNDERGROUND POWER
WATER
SURVEY
TOPOGRAPHIC
C0.2
TOPOGRAPHIC SURVEY
SCALE: 1" = 40'
E 2763220.98
N 492899.60
ELEV. = 984.35
C.P. 1 - NAIL
CONTROL POINTS
1. THE SURVEY DRAWING IS BASED UPON TOPOGRAPHIC SURVEYS
COMPLETED ON OCTOBER 12, 2024 BY HGM ASSOCIATES.
2. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY
FACILITIES MAY NOT BE INDICATED IN THESE PLANS. THE
EXISTING UNDERGROUND UTILITIES AND STRUCTURES THAT ARE
INDICATED ON THE DRAWINGS ARE PLACED ACCORDING TO
INFORMATION FURNISHED TO THE ENGINEER BY OTHERS. THE
ENGINEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED. THE CONTRACTOR SHALL MAKE
EVERY EFFORT TO LOCATE ALL EXISTING UNDERGROUND
INSTALLATIONS AND STRUCTURES IN THE VICINITY OF THE
WORK TO BE DONE BY PROSPECTING IN ADVANCE OF
EXCAVATIONS.
3. PRIOR TO PERFORMING ANY EXCAVATION ON THE SITE, THE
CONTRACTOR SHALL GET A DIGGING PERMIT FROM THE BASE
TO VERIFY UTILITIES ON SITE. SEE THE SPECIFICATIONS FOR
INFORMATION ON THE DIGGING PERMIT.
TOPOGRAPHIC SURVEY NOTES
TOPO LEGEND
FIBER OPTIC LINE
UNDER GROUND
OPTIC
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
WV
WV WV
MW
F E
SFES
MH
FES
MH
MW
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
WV
WV WV
MW
F E
SFES
MH
FES
MH
MW
MH
MH
MH
CO
CO
CO
CO
CO
CO
MH
MH
MH
MH
MH
MH
MH
MH
MH
CO
CO
CO
MH
MH
WV
WV WV
MW
F E
SFES
MH
CO
MH
MW
MH
MH
MH
REMOVAL PLAN
C1.1
DEMOLITION KEY NOTES
REMOVE PAVEMENT
DEMOLITION LEGEND
REMOVAL PLAN - BASE BID
SCALE: 1" = 40'
REMOVE EXISTING CURB AND GUTTER PAVEMENT
PROTECT INLET
ADDITIONAL INFORMATION.
SEE ELECTRICAL PLAN E1.1 FOR
REMOVE LIGHT POLE AND BASE
5 3 3 3 3 3
4 REMOVE TREE (3" DIAMETER).
STRATCOM AVE.
PIPE.
REMOVE INLET & REPLACE SEGMENT WITH 18" RCP
6 PROTECT STORM SEWER CLEANOUT
7 PROTECT MANHOLE
8 PROTECT MONITORING WELL
9 REMOVE RAIN GARDEN SUBDRAIN PIPE
DETENTION POND
2' NORTH OF CORNER
LIMIT OF CURB REMOVAL
UNDERGROUND POWER
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
SITE PLAN - BASE BID
SCALE: 1" = 40'
BID
SITE PLAN - BASE
C1.2
STRATCOM AVE.
DETENTION POND
(SEE SHEET C1.3)
AREA B
(SEE SHEET C1.4)
AREA C
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
MH
MW
MH
MW
MH
MH
MH
MH
MW
MH
MW
MH
MH
MH
MH
MH
CO
CO
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
ENLARGED SITE PLAN AREA B - BASE BID
SCALE: 1" = 20'
1.81%
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.4
AREA B - BASE BID
ENLARGED SITE PLAN
C1.3
9.00'
CONSTRUCTION KEY NOTES
.0
9.00'9.00'
E 2762616.09
N 492521.16
ASPHALTIC CONCRETE PAVEMENT 1
6"CONCRETE CURB & GUTTER,
SEE DETAIL ON SHEET C3.1
PAINT STRIPING (4" WIDE - WHITE)
4 4" P.C. CONCRETE SIDEWALK
ON SHEET C1.9
CURB INLET, SEE DRAINAGE PLAN
ON SHEET C1.9
AREA INLET, SEE DRAINAGE PLAN
CURVE DATA
4' R.P. N 492695.20
E 2762678.77
P.C. N 492581.77
E 2762674.77
P.T. N 492581.77
E 2762682.77
4' R.P. N 492570.77
E 2762678.77
P.C. N 492570.77
E 2762682.77
P.T. N 492570.77
E 2762674.77
4' R.P. N 492581.77
E 2762822.44
P.C. N 492581.77
E 2762818.44
P.T. N 492581.77
E 2762826.44
4' R.P. N 492570.77
E 2762822.44
P.C. N 492570.77
E 2762826.44
P.T. N 492570.77
E 2762818.44
4' R.P. N 492581.77
E 2762966.69
P.C. N 492581.77
E 2762962.69
P.T. N 492581.77
E 2762970.69
4' R.P. N 492570.77
E 2762966.69
P.C. N 492570.77
E 2762970.69
P.T. N 492570.77
E 2762962.69
E 2762678.48
N 492607.70
ON SHEET C1.9
MANHOLE, SEE DRAINAGE PLAN
3 3
2 2
8.00' 8.00'
.0
.0
8.00'
.6
38 SP @ 9.00' = 342.00
S
P
.0
.0
13.87'
.0
5' R.P. N 492616.16
E 2762630.95
P.C. N 492611.16
E 2762630.95
P.T. N 492616.16
E 2762635.95
.6
E 2762617.08
N 492611.16
8 CURB OPENING SEE DETAIL THIS SHEET
CURB OPENING DETAIL
" = 1'2
SCALE:
1'-0"
6" CURB & GUTTER
PAVEMENT
ASPHALT
6" CURB & GUTTER
MH
MH
MH
MH
MH
MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
ENLARGED SITE PLAN AREA C - BASE BID
SCALE: 1" = 20'
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.3
AREA C - BASE BID
ENLARGED SITE PLAN
C1.4
CONSTRUCTION KEY NOTES
9.00'9.00'
CURVE DATA
4' R.P. N 492581.77
E 2763115.67
P.C. N 492581.77
E 2763111.67
P.T. N 492581.77
E 2763119.67
4' R.P. N 492570.77
E 2763115.67
P.C. N 492570.77
E 2763119.67
P.T. N 492570.77
E 2763111.67
4' R.P. N 492581.77
E 2763261.03
P.C. N 492581.77
E 2763257.03
P.T. N 492581.77
E 2763265.03
5' R.P. N 492570.77
E 2763261.03
P.C. N 492570.77
E 2763265.03
P.T. N 492570.77
E 2763257.03
E 2763391.15
N 492521.21
E 2763323.35
N 492607.89
E 2763344.28
N 492632.60
ASPHALTIC CONCRETE PAVEMENT 1
6"CONCRETE CURB & GUTTER,
SEE DETAIL ON SHEET C3.1
PAINT STRIPING (4" WIDE - WHITE)
4 4" P.C. CONCRETE SIDEWALK
ON SHEET C1.9
CURB INLET, SEE DRAINAGE PLAN
ON SHEET C1.9
AREA INLET, SEE DRAINAGE PLAN
ON SHEET C1.9
MANHOLE, SEE DRAINAGE PLAN
.0
.0
8.00' 8.00'
42 SP @ 9.00' = 378.00'
'8 SP @ 9.00' = 72.00
'25.43
.5
.6
MW
MH
MW
MH
MH
MH
MH
MW
MH
MW
MH
MH
MH
MH
MH
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
GRADING PLAN AREA B - BASE BID
SCALE: 1" = 20'
.8
T
.3
7 977.86T
977.36
.6
T
.12
3.56% 1.91% 1.81%
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.6
AREA B - BASE BID
GRADING PLAN
C1.5
SEE SHEET C2.1 FOR DETAILS
PROP. ELEV. = 973.47
EXIST. ELEV. = 974.18
ADJUST MANHOLE B TO GRADE
SEE SHEET C2.1 FOR DETAILS
PROP. ELEV. = 973.85
EXIST. ELEV. = 974.55
WELL TO GRADE
ADJUST MONITORING
.0
.2
T
.7
.5
T
.0
.4
T
.9
.6
T
.17
.3
T
.8
.6
T
.10
.5
T
.0
.6
1T
.1
GRADING LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
TOP OF CURB ELEVATION
PAVEMENT SLAB ELEVATION
990.00T
990.00
.0
7 97
8 97
MH
MH
MH
MH
MH
MH
MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
GRADING PLAN AREA C - BASE BID
SCALE: 1" = 20'
GRADING LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
TOP OF CURB ELEVATION
PAVEMENT SLAB ELEVATION
990.00T
990.00
1.89%
0.
T
0.
00 976.00T
975.50
977.69T
977.19
3.47%
.5
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.5
AREA C - BASE BID
GRADING PLAN
C1.6
8.
T
7.
978.20T
977.70 981.07
980.57
1.
T
0.
MH
MH
MH
MH
WV
WV WV
F E S
MH
FES
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
WV
WV WV
MW
F E S
MH
FES
MH
MW
MH
MH
MH CO
CO
CO
CO
MH
MH
MH
MH
CO
CO
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
7 97
8 97
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
MH
MH
MH
MH
MH
MH
MH
MH
MH
F E
SFES
MH
MH MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
BASE BID
DRAINAGE PLAN -
C1.7
DRAINAGE PLAN - BASE BID
SCALE: 1" = 40'
STRATCOM AVE.
NO. SIZE LENGTH MATERIAL SLOPE REMARKS
NO. TYPE NORTHING EASTING RIM ELEV. DEPTH I.E. IN I.E. OUT
STORM DRAINAGE STRUCTURES
1 492519.18 2762896.16 973.62 6.00' 967.62-
2 492519.19 2763038.17 976.31 6.80' 969.39-
3 492519.21 2763386.65 976.15 3.90' 972.25-
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.2
FLARED END SECTION
1 15" 17' RCP 1.47%
3 4
STORMWATER DRAINAGE PIPE
492519.88 2763403.68 - - 972.00-
48"
SECTION 9
CURB INLET 8 TO FLARED END
24"
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
7 97
8 97
MH
MH
MH
MH
MH
MH
WV
WV WV
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
WV
WV WV
MW
MH
MH
MW
MH
MH
MH CO
CO
CO
CO
MH
MH
MH
MH
CO
CO
MW
MW
PLAN - BASE BID
EROSION CONTROL
C1.8
EROSION CONTROL PLAN - BASE BID
SCALE: 1" = 40'
APPROVAL.
WITHOUT INSPECTOR AND APPLICABLE GOVERNMENT
EROSION CONTROL MEASURES SHALL NOT BE REMOVED 1.
STRATCOM AVE.
EROSION CONTROL NOTES
LEGEND
CONSTRUCT SILT FENCE
INLET SEDIMENT FILTER
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
MH
WV
WV WV
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
WV
WV WV
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
7 97
8 97
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)
BASE BID
STABILIZATION PLAN -
PERMANENT
C1.9
PERMANENT STABILIZATION PLAN - BASE BID
SCALE: 1" = 40'
LEGEND
NOTES
1.
GRADING OPERATIONS SHALL BE SEEDED.
ALL AREAS DISTURBED BY CONSTRUCTION AND
BLANKET
SEEDING WITH EROSION CONTROL
SEE DETAIL ON THIS SHEET
PARKING LOT ISLANDS
TO BE PLACED IN ALL NEW
RIVER ROCK LANDSCAPING
ISLAND DETAIL
NO SCALE
(3" MIN. DEPTH)
WASHED RIVER ROCK
" DIA.2
" - 14
GEOTEXTILE FABRIC
CURB & GUTTER
CONCRETE
2.
RIVER ROCK TO GOVERNMENT FOR APPROVAL.
CONTRACTOR TO PROVIDE SAMPLE OF WASHED
3.
MANUFACTURED BY SOLMAX OR APPROVED EQUAL.
GEOTEXTILE FABRIC SHALL BE MIAFI 140N AS
CENTERED ON CURB OPENING)
(12 FT WIDE X 16 FT LONG
APPROVED EQUAL.
BY HANES GEO COMPONENTS OR
CONTROL MAT AS MANUFACTURED
SCOUR STOP PERMANENT EROSION
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
WV
WV WV
MW
F E
SFES
MH
FES
MH
MW
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
WV
WV WV
MW
F E
SFES
MH
FES
MH
MW
MH
MH
MH
CO
CO
CO
CO
CO
CO
MH
MH
MH
MH
MH
MH
MH
MH
MH
CO
CO
CO
MH
MH
WV
WV WV
MW
F E
SFES
MH
CO
MH
MW
MH
MH
MH
ALTERNATE
REMOVAL PLAN -
C2.1
DEMOLITION KEY NOTES
REMOVE PAVEMENT
DEMOLITION LEGEND
REMOVAL PLAN - ALTERNATE
SCALE: 1" = 40'
REMOVE EXISTING CURB AND GUTTER PAVEMENT
PROTECT INLET
ADDITIONAL INFORMATION.
SEE ELECTRICAL PLAN E1.1 FOR
REMOVE LIGHT POLE AND BASE
5 3 3 3 3 3
4 REMOVE TREE (3" DIAMETER).
STRATCOM AVE.
PIPE.
REMOVE INLET & REPLACE SEGMENT WITH 18" RCP
6 REMOVE STORM SEWER CLEANOUT
7 PROTECT MANHOLE
2' EAST OF CORNER
LIMIT OF CURB REMOVAL
8 PROTECT MONITORING WELL
9 REMOVE RAIN GARDEN SUBDRAIN PIPE
10 PROTECT PULL BOX
DETENTION POND
2' NORTH OF CORNER
LIMIT OF CURB REMOVAL
UNDERGROUND POWER
11 REMOVE SIDEWALK TO NEAREST JOINT
8'
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
MH
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
SITE PLAN - ALTERNATE
SCALE: 1" = 40'
ALTERNATE
SITE PLAN -
C2.2
STRATCOM AVE.
8.00'
ON SHEET C3.1.
SEE DETAIL
FOR PAVING
FOR DETAILS.
SEE SHEET C3.1
CURB & GUTTER
DETENTION POND
(SEE SHEET C2.3)
AREA A
(SEE SHEET C2.4)
AREA B
(SEE SHEET C2.5)
AREA C
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
ENLARGED SITE PLAN AREA A - ALTERNATE
SCALE: 1" = 20'
MATCHLINE SEE SHEET C2.4
AREA A - ALTERNATE
ENLARGED SITE PLAN
C1.3
CONSTRUCTION KEY NOTES
CURVE DATA
10' R.P. N 492837.99
E 2762482.50
P.C. N 492837.94
E 2762492.50
P.T. N 492828.61
E 2762485.96
1 ' 9.59'
.6
'13.25'
STRATCOM AVE.
ON SHEET C3.1.
EXTENSION, SEE DETAIL
FOR PAVING OF SIDEWALK
E 2762491.50
N 492861.50
2' R.P. N 492735.80
E 2762543.85
P.C. N 492735.18
E 2762541.95
P.T. N 492737.80
E 2762543.85
2' R.P. N 492735.79
E 2762557.09
P.C. N 492737.79
E 2762557.10
P.T. N 492735.79
E 2762559.09
2' R.P. N 492695.20
E 2762557.08
P.C. N 492695.20
E 2762559.08
P.T. N 492694.58
E 2762555.18
E 2762462.12
N 492820.87
E 2762664.13
N 492632.97
8' ±
ASPHALTIC CONCRETE PAVEMENT 1
6"CONCRETE CURB & GUTTER,
SEE DETAIL ON SHEET C3.1
PAINT STRIPING (4" WIDE - WHITE)
4 4" P.C. CONCRETE SIDEWALK
ON SHEET C2.9
CURB INLET, SEE DRAINAGE PLAN
ON SHEET C2.9
AREA INLET, SEE DRAINAGE PLAN
ON SHEET C2.9
MANHOLE, SEE DRAINAGE PLAN
TO MANHOLE SEE SHEET C2.9
EXISTING INLET TO BE MODIFIED
MH
MH
MW
MH
MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
ENLARGED SITE PLAN AREA B - ALTERNATE
SCALE: 1" = 20'
MATCHLINE SEE SHEET C2.3
1.81%
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.5
AREA B - ALTERNATE
ENLARGED SITE PLAN
C2.4
9.00'
CONSTRUCTION KEY NOTES
.0
9.00'9.00'
E 2762491.50
N 492861.50
ASPHALTIC CONCRETE PAVEMENT 1
6"CONCRETE CURB & GUTTER,
SEE DETAIL ON SHEET C3.1
PAINT STRIPING (4" WIDE - WHITE)
4 4" P.C. CONCRETE SIDEWALK
ON SHEET C2.9
CURB INLET, SEE DRAINAGE PLAN
ON SHEET C2.9
AREA INLET, SEE DRAINAGE PLAN
CURVE DATA
4' R.P. N 492695.20
E 2762678.77
P.C. N 492581.77
E 2762674.77
P.T. N 492581.77
E 2762682.77
4' R.P. N 492570.77
E 2762678.77
P.C. N 492570.77
E 2762682.77
P.T. N 492570.77
E 2762674.77
4' R.P. N 492581.77
E 2762822.44
P.C. N 492581.77
E 2762818.44
P.T. N 492581.77
E 2762826.44
4' R.P. N 492570.77
E 2762822.44
P.C. N 492570.77
E 2762826.44
P.T. N 492570.77
E 2762818.44
4' R.P. N 492581.77
E 2762966.69
P.C. N 492581.77
E 2762962.69
P.T. N 492581.77
E 2762970.69
4' R.P. N 492570.77
E 2762966.69
P.C. N 492570.77
E 2762970.69
P.T. N 492570.77
E 2762962.69
E 2762678.48
N 492607.70
ON SHEET C2.9
MANHOLE, SEE DRAINAGE PLAN
3 3
2 2
.0
8.00'
.6
8.00'
.0
.6
.0
8.00'
MH
MH
MH
MH
MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
ENLARGED SITE PLAN AREA C - ALTERNATE
SCALE: 1" = 20'
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.4
AREA C - ALTERNATE
ENLARGED SITE PLAN
C2.5
CONSTRUCTION KEY NOTES
9.00'9.00'
CURVE DATA
4' R.P. N 492581.77
E 2763115.67
P.C. N 492581.77
E 2763111.67
P.T. N 492581.77
E 2763119.67
4' R.P. N 492570.77
E 2763115.67
P.C. N 492570.77
E 2763119.67
P.T. N 492570.77
E 2763111.67
4' R.P. N 492581.77
E 2763261.03
P.C. N 492581.77
E 2763257.03
P.T. N 492581.77
E 2763265.03
5' R.P. N 492570.77
E 2763261.03
P.C. N 492570.77
E 2763265.03
P.T. N 492570.77
E 2763257.03
E 2763391.15
N 492521.21
E 2763323.35
N 492607.89
E 2763344.28
N 492632.60
ASPHALTIC CONCRETE PAVEMENT 1
6"CONCRETE CURB & GUTTER,
SEE DETAIL ON SHEET C3.1
PAINT STRIPING (4" WIDE - WHITE)
4 4" P.C. CONCRETE SIDEWALK
ON SHEET C2.9
CURB INLET, SEE DRAINAGE PLAN
ON SHEET C2.9
AREA INLET, SEE DRAINAGE PLAN
ON SHEET C2.9
MANHOLE, SEE DRAINAGE PLAN
.0
.0
.6
8.00' 8.00'
42 SP @ 9.00' = 378.00'
'8 SP @ 9.00' = 72.00
'25.43
.5
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MW
.5
T
.0
.0
T
.5
.6
T
.16
GRADING PLAN AREA A - ALTERNATE
SCALE: 1" = 20'
0.87%
.3
GRADING LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
TOP OF CURB ELEVATION
PAVEMENT SLAB ELEVATION
990.00T
990.00
MATCHLINE SEE SHEET C2.7
AREA A - ALTERNATE
GRADING PLAN
C2.6
.2
.7
SEE SHEET C3.1 FOR DETAIL
PROP. ELEV. =976.73
EXIST. ELEV. = 976.24
ADJUST MANHOLE A TO GRADE
.3
.15
T
.6
SEE SHEET C3.2 FOR DETAIL
PROP. ELEV. = 976.58
EXIST. ELEV. = 976.36
MODIFY AREA INLET AND ADJUST
.3
T
.8
.10
T
.6
.5
T
.0
MH
MH
MW
MH
MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
GRADING PLAN AREA B - ALTERNATE
SCALE: 1" = 20'
GRADING LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
TOP OF CURB ELEVATION
PAVEMENT SLAB ELEVATION
990.00T
990.00
MATCHLINE SEE SHEET C2.6
.3
T
.8
0 977.86T
977.36
.6
T
.12
3.56% 1.91% 1.81%
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.8
AREA B - ALTERNATE
GRADING PLAN
C2.7
SEE SHEET C3.1 FOR DETAILS
PROP. ELEV. = 973.47
EXIST. ELEV. = 974.18
ADJUST MANHOLE B TO GRADE
SEE SHEET C3.1 FOR DETAILS
PROP. ELEV. = 973.85
EXIST. ELEV. = 974.55
WELL TO GRADE
ADJUST MONITORING
.0
.2
T
.7
.5
T
.0
.4
T
.9
.6
T
.17
.3
T
.8
.6
T
.10
MH
MH
MH
MH
MH
MH
MH
7 97
8 97
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
GRADING PLAN AREA C - ALTERNATE
SCALE: 1" = 20'
GRADING LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
TOP OF CURB ELEVATION
PAVEMENT SLAB ELEVATION
990.00T
990.00
1.89%
0.
T
0.
00 976.00T
975.50
977.69T
977.19
3.47%
.5
M A
T C
H L
IN
E
S E
E S
H E
E T
C
.7
AREA C - ALTERNATE
GRADING PLAN
C2.8
8.
T
7.
978.20T
977.70 981.07
980.57
1.
T
0.
MH
MH
MH
MH
F E
SFES
MH
FES
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MW
F E
SFES
MH
FES
MH
MW
MH
MH
MH
MH
MH
MH
MH
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
MH
MH
MH
MH
MH
MH
MH
MH
MH
F E
SFES
MH
MH MH
MH
MH
PROJECT TITLE
SHEET OF
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
ALTERNATE
DRAINAGE PLAN -
C2.9
DRAINAGE PLAN - ALTERNATE
SCALE: 1" = 40'
NO. SIZE LENGTH MATERIAL SLOPE REMARKS
1 15" 96' 1.49%
2 15" 132'
3 18" 139' 1.59%
RCP
RCP
RCP
1.43%
NO. TYPE NORTHING EASTING RIM ELEV. DEPTH I.E. IN I.E. OUT
1 6.14' -492862.36 2762467.22
SEE DETAIL SHEET C3.5
AREA INLET
978.14 972.00
STORM DRAINAGE STRUCTURES
SEE DETAIL SHEET C3.3
CURB INLET
2 492767.30 2762479.80 977.07 6.50' 970.57-
3 492644.06 276525.36 975.69 7.00' 968.69-
4 492519.16 2762585.12 974.74 8.25' 966.49-
5 492514.89 2762631.60 975.97 11.00' 965.68965.76
6 492519.18 2762896.16 973.62 6.00' 967.62-
7 492519.19 2763038.17 976.31 6.80' 969.39-
8 492519.21 2763386.65 976.15 3.90' 972.25-
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.2
108" DIAMETER MANHOLE
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.3
CURB INLET
SEE DETAIL SHEET C3.2
FLARED END SECTION
4 24" 47' RCP 1.65%
5 15" 17' RCP 1.47%
7 8 9
STORMWATER DRAINAGE PIPE
492519.88 2763403.68 - - 972.00-
SHEET C3.2
NEW MANHOLE COVER WITH RISER, SEE DETAIL
MODIFY 30" DIAMETER NYLOPLAST INLET WITH
492519.88 2763403.68 976.58 - - -
48"
AREA INLET 1 TO CURB INLET 2
CURB INLET 2 TO CURB INLET 3
CURB INLET 3 TO CURB INLET 4
CURB INLET 4 TO MANHOLE 5
SECTION 9
CURB INLET 8 TO FLARED END
24"
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
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BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
7 97
8 97
MW
MW
PLAN - ALTERNATE
EROSION CONTROL
C2.10
EROSION CONTROL PLAN - ALTERNATE
SCALE: 1" = 40'
APPROVAL.
WITHOUT INSPECTOR AND APPLICABLE GOVERNMENT
EROSION CONTROL MEASURES SHALL NOT BE REMOVED 1.
STRATCOM AVE.
EROSION CONTROL NOTES
LEGEND
CONSTRUCT SILT FENCE
INLET SEDIMENT FILTER
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
MH
MH
MH
MH
MH
MH
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MW
MH
MH
MW
MH
MH
MH
MH
MH
MH
MH
7 97
8 97
PERMANENT STABILIZATION PLAN - ALTERNATE
SCALE: 1" = 40'
LEGEND
NOTES
1.
GRADING OPERATIONS SHALL BE SEEDED.
ALL AREAS DISTURBED BY CONSTRUCTION AND
BLANKET
SEEDING WITH EROSION CONTROL
SEE DETAIL ON THIS SHEET
PARKING LOT ISLANDS
TO BE PLACED IN ALL NEW
RIVER ROCK LANDSCAPING
ISLAND DETAIL
NO SCALE
(3" MIN. DEPTH)
WASHED RIVER ROCK
" DIA.2
" - 14
GEOTEXTILE FABRIC
CURB & GUTTER
CONCRETE
2.
RIVER ROCK TO GOVERNMENT FOR APPROVAL.
CONTRACTOR TO PROVIDE SAMPLE OF WASHED
3.
MANUFACTURED BY SOLMAX OR APPROVED EQUAL.
GEOTEXTILE FABRIC SHALL BE MIAFI 140N AS
ALTERNATE
STABILIZATION PLAN -
PERMANENT
C2.11
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
PAVEMENT DETAILS
C3.1
JOINT FILLER
PREFORMED NON-EXTRUDING
RESERVOIR
WIDTH OF SEALANT
0.75 TO 1.0 TIMES THE
DEPTH OF SEALANT =
WIDTH AS INDICATED ON PLANS
(TYP.)
" R4
BELOW TOP OF PAVEMENT
"4
" TO 8
RECESSED
JOINT SEALANT
EXPANSION JOINT SEALANT DETAIL
NO SCALE
INTERFACE
COURSE THICKNESS AT
MATCH EXISTING BASE
NEW BASE COURSES
NEW BITUMINOUS PAVEMENT EXISTING BITUMINOUS PAVEMENT
2'-0"
BITUMINOUS TACK COAT
BITUMINOUS TACK COAT
EXISTING ASPHALT PAVEMENT
SURFACE COURSE
NEW 3.0" BITUMINOUS
ASPHALT TO EXISTING ASPHALT INTERFACE DETAIL
NO SCALE
MILL EXISTING
PAVEMENT
T = PAVEMENT THICKNESS
6" CURB & GUTTER DETAIL
NO SCALE
T
4"
R
R
T
"2
2'
NOTE:
6' TO 8' 4' IN CENTER OF WALK
WALK
WIDTH
TRANSVERSE LONGITUDINAL
DUMMY JOINT SPACING
SIDEWALK JOINT SPACING
WALLS OR OTHER STRUCTURES.
CURB AND GUTTER, BUILDINGS AND RETAINING
ALL LOCATIONS WHERE NEW WALKS ABUT CONC.
PROVIDE 1/2" PREMOULDED EXPANSION JOINTS AT
BITUMINOUS TACK COAT
BASE COURSE
6.0" ASPHALT PAVEMENT
TYPICAL ASPHALT SECTION
NO SCALE
3.0" BITUMINOUS SURFACE COURSE
8'-0"
CURB & GUTTER
CONCRETE
W/ SEALANT
" EXPANSION JOINT2
CURB & GUTTER
6" P.C. CONCRETE
SLOPE 1/4" PER FT. MAX.
CONCRETE SIDEWALK
SIDEWALK/CURB DETAIL
NO SCALE
NO SCALE
SEE TABLE
ADJUST MANHOLE TO GRADE.
MANHOLE RISER RINGS TO
REVISE PRE-CAST CONCRETE
ASPHALT PAVEMENT
STORM MANHOLE ADJUSTMENT DETAIL
SHALL BE CAST WITH WORD "STORM".
OR AN APPROVED EQUAL. COVER
MANUFACTURED BY NEENAH FOUNDRY
FRAME SHALL BE NO. DF-1102 AS
CAST IRON MANHOLE COVER AND
BITUMINOUS TACK COAT
12" THICK COMPACTED SUBGRADE (95% MIN-ASTM D698)
BITUMINOUS PRIME COAT
12"
MIN
CONCRETE COLLAR
EXISTING MANHOLE
LOWER 0.71'B
RAISE 0.49'A
HEIGHT ADJUSTMENTMANHOLE
12' MIN12' MIN
(MAXIMUM LIFT IS 3")
ASPHALT PAVEMENT LIFTS
STAGGER COLD JOINTS BETWEEN
COMPACTED SUBGRADE
NO SCALE
ASPHALT COLD JOINT DETAIL
COVER & FRAME
MONITORING WELL
WELL COVER MIN 12"
DEPTH TO MATCH MONITORING
1'-6" X 1'-6"CONCRETE COLLAR
WELL PIPE
EXISTING MONITORING
INSTALL NEW PIPE CAP
CUT WELL PIPE AND
MONITORING WELL ADJUSTMENT DETAIL
NO SCALE
SPACER
X
SECTION VIEW
ELEVATION VIEW
UP TO 30" PIPE X=1'-6"
30" THRU 54" PIPE X=2'-0"
54" AND LARGER PIPE CONCRETE SHALL BE OPW-4000.
SUPPORTED WITH APPROVED SPACER.
6/6 WIRE MESH WRAPPED COMPLETELY AROUND THE PIPE AND
CONCRETE COLLAR TO BE 6" THICK. REINFORCING WITH 6" X 6",
ALTERNATE SHAPE
X=3'-0"
CONCRETE COLLAR DETAIL
NO SCALE
12" THICK COMPACTED SUBGRADE (95% MIN-ASTM D698)
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
DETAILS
STORM DRAINAGE
C3.2
CONCRETE
FILLET
DIAMETER AS
INDICATED ON PLAN
ECCENTRIC CONE
(TYPICAL)
COPOLYMER POLYPROPYLENE
PLASTIC COATED STEP AS
PRECAST MANHOLE
WALL. -ASTM C478
P.C.C. COLLAR
MANUFACTURED BY M.A.
INDUSTRIES, INC. MODEL
PSI-PF OR APPROVED
EQUAL 16" C-C
SECTION
ADJUSTING RINGS (MAX. 18")
GROUT IN PLACE.
MIN.
8"
MIN.
8"
6" 6"
2'-0"
H
SHALL BE CAST WITH WORD "STORM".
OR AN APPROVED EQUAL. COVER
MANUFACTURED BY NEENAH FOUNDRY
FRAME SHALL BE NO. DF-1102 AS
CAST IRON MANHOLE COVER AND
Drawing
1:10
Drawing-1
1:10
Drawing-3
1:10
STORM DRAINAGE MANHOLE
NO SCALE
E X
T E
N S
T
IO
N
I
N C
R E
M E
N T
SYSTEMS INC..
ADVANCED DRAINAGE
MANUFACTURED BY
RISER SECTION AS
30" DIAMETER NYLOPLAST
FIELD GLUE JOINT
NYLOPLAST DRAINAGE BASIN
EXISTING 30" DIAMETER
AREA INLET MODIFICATION DETAIL
NO SCALE
SYSTEMS INC.
ADVANCED DRAINAGE
MANUFACTURED BY
RISER SECTION. AS
ON TOP OF MODIFIED
SOLID COVER ASSEMBLY
INSTALL 30" NYLOPLAST
FIELD GLUE JOINT NYLOPLAST DRAINAGE BASIN
EXISTING 30" DIAMETER
FIELD VERIFY
ELEV = 976.58
ASPHALT PAVEMENT
PROPOSED 9.5"
CONCRETE COLLAR
POUR 9.5" P.C.C.
.5
1'1'
F
IE
L D
V E
R
IF
Y
.6
SECTION
CUT RISER
SEE DETAIL
NYLOPLAST RISER
END ELEVATION
SECTION "A-A"
T T
S
1/ 2" R
T
PLAN VIEW
T T
R
T T
1 1/2" R
R
T
AA
TONGUE END ON INLET END SECTION (SHOWN). GROOVE END
ON OUTLET END SECTION. (TYPICAL FOR ALL CONCRETE
FLARED END SECTIONS).
NO. 4 REINFORCING BARS
(FOR ALL SIZES OF PIPES)
NO. 4 REINFORCING BARS
(FOR ALL SIZES OF PIPES)
FOR FOOTING DETAILS
SEE SHEET 2 OF 2
FOR FOOTING DETAILS
SEE SHEET 2 OF 2
FLARED END SECTIONS (NOMINAL DIMENSIONS)
T
MIN.
2"
2 1/4"
2 1/2"
3"
3 1/2"
4"
4 1/2"
5"
5 1/2"
6"
6 1/2"
7"
2.4
S
APPROX.
R2R1
W Z
X Y
LPIPE
DIAMETER
9"
11"
1'-0"
1'-2"
1'-3"
1'-8"
1'-10"
1'-10"
2'-0"
2'-0"
2'-0"
2'-0"
12"
15"
18"
24"
30"
36"
42"
48"
54"
60"
66"
72"
6'-0 7/8"
6'-1"
6'-1"
6'-1 1/2"
6'-1 3/4"
8'-1 3/4"
8'-2"
8'-2"
8'-4"
8'-3"
8'-3"
8'-3"
2'-0"
2'-3"
2'-3"
3'-7 1/2"
4'-6"
5'-3"
5'-3"
6'-0"
5'-5"
5'-0"
6'-6"
6'-6"
4'-0 7/8"
3'-10"
3'-10"
2'-6"
1'-7 3/4"
2'-10 3/4"
2'-11"
2'-2"
2'-11"
3'-3"
1'-9"
1'-9"
4"
6"
9"
9 1/2"
1'-0"
1'-3"
1'-9"
2'-0"
2'-3"
2'-6"
2'-6"
2'-6"
2'-0"
2'-6"
3'-0"
4'-0"
5'-0"
6'-0"
6'-6"
7'-0"
7'-6"
8'-0"
9'-0"
9'-0"
1'-0 1/8"
1'-0 1/2"
1'-3 1/2"
1'-4 13/16"
1'-6 1/2"
2'-0 5/16"
2'-3 1/2"
2'-4 1/2"
2'-9 1/8"
3'-0 11/16"
3'-0 1/8"
3'-2 15/16"
FLARED END SECTION DETAILS
NO SCALE
NYLOPLAST RISER SECTION
NYLOPLAST SOLID COVER ASSEMBLY INSTALLATION
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
STORM SEWER DETAILS
C3.3
MODIFIED PRECAST M.H. SECT.OPENINGSCALE : 1" = 1'-0"SCALE : 1" = 1'-0"SCALE : 1" = 1'-0"SCALE : 3" = 1'-0"(TYP.)
SURFACE OF FILET
STEEL TROWEL FINISH
BACK OF CURB
GUTTER LINE
3/8" PREFORMED EXPANSION JOINT MATERIAL
BACK OF CURB
GUTTER LINE
3/8" PREFORMED EXPANSION JOINT MATERIAL
BAR K
PIP
LONGITUDINAL
BAR K
LOCK IN
LOCK IN
LOCK IN
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
CURB INLET DETAILS
C3.4
SHEET TITLE
REVISION BY/DATE
DESIGN FIRM
Drawing Number Facility Number
Project Number
Drafter
Designer Project Manager
Date
COORDINATION
APPROVED
SIGNATURE OFFICE
Offutt
Air Force Base
D
NAMMOCBMOC
RI
A
"SIGNING OF THE COVER SHEET
CONSTITUTES COORDINATION OF
ALL DRAWINGS IN THIS PROJECT;
SUBSEQUENT SHEETS NEED NOT
BE SIGNED."
.NI C
SURVEYING
ACOA S S I T E S
ARCHITECTUREENGINEERING
council bluffs omaha
BASE CIVIL ENGINEER
CHIEF OF ENGINEERING
PROJECT MANAGER
FIRE DEPARTMENT
ENVIRONMENTAL (CEA)
SAFTY
COMMUNICATION
USING AGENCY
CHIEF OF DESIGN
FORCE PROTECTION
PARKING LOT 3, B1000
CONSTRUCT NEW
WJG
B1000
SGBP-24-0018
6-09-26
OFF-B-6524
E-6947
GLISMANN
WILLIAM J.
P R
O F
E S
S I
G I
N E
E R
S T
A T
E
OF NEBR
A S
K A
HGM COA NE CA-0065
6-09-26
AREA INLET DETAILS
C3.5
MODIFIED PRECAST M.H. SECT.
OPENING
PLAN VIEW
SCALE : 1" = 1'-0"
SCALE : 1" = 1'-0"
SECTION A-A
SCALE : 1" = 1'-0"
SECTION B-B
A A
BB
COVER SUPPORT DETAIL
SCALE : 3" = 1'-0"(T
Y
P
NOTES
48" I.D.
5" 5"
22"
SEE NOTE 1
BARRIER BAR (OPT.)
6" OPENING
SEE NOTE 2
CONC. FILET
COVER SUPPORT
REINFORCED CONC. COVER
MANHOLE RING MANHOLE COVER
#4 BARS @ 12" CTRS. BOTHWAYS
X
#4 BARS @ 6" CTRS.#4 BARS @ 6" CTRS.
AROUND OPENING
(4) #4 BARS PLACED
MANHOLE COVER
MANHOLE RING
REINFORCED CONCRETE COVER
D
IA
.BAR (2)
#4 ANCHOR BARRIER BAR (2 PLACES)
TIE ANCHOR BAR TO
INLET OPENING (4)
12"
(TYP.)
REINFORCED CONCRETE COVER
3/4" DIA. HOLE
(2 PLACES)
PRECAST M.H. SECT.
TIE TO STEEL IN
#4 BAR 2' LONG
1. BARRIER BAR SHALL BE #4 SMOOTH BAR…
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