24-0014- Drawings REV.pdf

PDF 5 MB Posted Aug 25, 2025

Attached to: B73 Parking Lot Repair Offutt AFB, NE
Solicitation number: FA460025B0004
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Aug 25, 2025

These documents are construction design plans for repairing Parking Lot B73 at Offutt Air Force Base in Nebraska. The project involves a comprehensive renovation of an existing parking area, including complete removal of the current asphalt and concrete surfaces, regrading, installing new concrete pavement, drainage systems, and site lighting. Key technical specifications include:

The project will construct 7" and 9" Portland cement concrete pavement with integral curbing, install subdrain pipes, create new handicap parking spaces, implement erosion control measures, and restore landscaping. The design includes detailed plans for joint layout, drainage infrastructure, pavement details, and site electrical systems. Construction will involve precise grading to ensure proper drainage, with slopes ranging from 1% to 3.54%. The project also includes reinstalling salvaged river rock edging and constructing new aluminum landscape edging along the renovated parking areas.

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PROJECT NO. SGBP-24-0014

OFFUTT AIR FORCE BASE, NEBRASKA

REPAIR PARKING LOT B73

LOCATION MAP

INDEX OF SHEETS

SHEET NO. SHEET TITLE

COVER SHEET & LOCATION PLAN

C0.2 - TOPOGRAPHIC SURVEY

C1.1 - REMOVAL PLAN

C1.3 - GRADING PLAN

F O R T

R O

O K

R O

A D

CAPEHART ROAD

H A

R O

A D

BASE LAKE

ACCESS ROUTE

CONTRACTOR

CAPEHART ROAD GATE

ENTER BASE AT

CONTRACTOR TO

PROJECT LOCATION

PARKING LOT B73

& LOCATION PLAN

COVER SHEET

WJG

CAS

C1.2 - SITE PLAN

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

7-23-25

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

NAL C IVIL

E N

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

C0.1 - CONTRACTOR ACCESS & STAGING PLAN2

C1.4 - JOINT LAYOUT PLAN7

C1.5 - EROSION CONTROL PLAN8

C1.7 - PERMANENT STABILIZATION PLAN

C2.1 - PAVEMENT DETAILS

C2.2 - PAVEMENT DETAILS

C2.4 - DRAINAGE DETAILS

E1.1 - SITE LIGHTING PLAN - DEMOLITION

C2.3 - MISCELLANEOUS DETAILS

C1.6 - DRAINAGE PLAN

E1.2 - SITE LIGHTING PLAN16

S O

U R I

P A

R .R

F O

A D

F O

A D

AVENUE OF FLAGS

KENNY GATE

NELSON DRIVE

D R

EEP

S A

B L V

PADS

CONC.

F A

C H

CENTER

RAPCON

GATE

BELLEVUE

D R

L A

W S

O N

D R

B E R

G Q

D R

T R

A V

D R

ELS

O N

D R

ELS

O N

CEMETERY

CITY OF BELLEVUE

BELLEVUE

CITY OF

F O

V D

32TH AVE.

31TH AVE.

30TH AVE.

29TH AVE.

C A

L H

R E

E T

F O

27TH AVE.

F O

C A

L H

R E

E T

SARPY AVE.

C A

L H

R E

E T

25TH AVE.L

C O

24TH

AVE.

U M

R U

N W

A Y

L N

O R

T- S O

S T

R U

N W

S H

O U

SANITARY FILL AREA

ANTENNA

TACAN

TRAINING AREA

EOD PROFICIENCY

LAKE DRIVE

LAKE OFFUTT

C .B

L A

C O

U N

A D

TANK

SEPTIC

AREA

STORAGE

AMMO

V E.

R E C

APRON

MAINTENANCE

APRON

ACCESS

HANGAR

Parking

Court

Basketball

DEFLECTOR

BLAST

GND TERM

Parking

TLER

BLVD

PAD

EQUIP.

Pkg.

E N

U E

C O

M S

POL LOOP

SUBSTATION

ELECTRICAL

M E

R C

E N

U E

A P

O L

A D

APOLLO ROAD

LOOKING GLASS AVE.

S O

U R I

A C

APOLLO ROAD

U T E

C L E

V D

Parking

LOT 6

Parking

STAGING

Parking

L A

Picnic Shelter

Picnic Shelters

(Typical)

EQUIPMENT

STORAGE

SHED

LAKE OFFUTT

LAKE DRIVE

L A

Trailer

Camp

Parking

Picnic

Shelter

Ballfield

LAKE OFFUTT

Picnic Shelter

C .B

C O

U N

A D

L A

LAKE

DRIVE

Picnic Shelter

Parking

B U

T L

C .B

LID

T- S O

S T

R U

N W

U M

T R U

N W

A Y

N W

A Y

L o

Parking

Well No. 8

Parking

Conc. Pad

Parking

B la s t

D e fl e c to r

WIND SOCK

H.A.R.D.S.

WIND

SOCK

Parking

TER

A L

LEA

R A N C E

LIN

C H

A R

LIE

T- S O

S T

R U

N W

A Y

TLER

BLVD.

H.A.R.D.S.

Parking

V.O.Q.

Parking

S A C

B L

V D

J-

C H

A R

LIE

J-

N O

V E

M B E R

QUEBEC

T- S O

S T

R U

N W

A Y

U M

T R U

N W

A Y

ILS

LOCALIZER

Parking

EEP

A D

LEV

A R

SHERMAN

TURNPI

C O

H W

A Y

C U

S T

F O

A D

F O

A D

W A S

G T

A R

Parking

U L E

V A

R D

S O

NORTH WEST RUN UP

N W

A Y

P E

L N

O R

T- S O

S T

R U

N W

A Y

U M

R U

N W

A Y

S O

U R I

P A

F O

A D

F O

A D

F O

A D

C U

S T

W A S

G T

A R

V D

MEYER

GATE

GRANTS PASS

Parking

P a r k in g

Parking

PEOPLES

NATURAL GAS

REGULATOR

PAPILLION CREEK

F O

A D

S O

C A P

A D

F O

A D

Parking

KENNEY

GATE

F O

A D

Parking

PARKING

50 250

Ballfield

P a r k in g

SHERMAN

K E

C O L N

H W

C U

S T

LEV

A R D

W A S

G T

A R

U L E

V A

R D

P a r k in g

Pkg.

41 99

306 346

F O

A D

Parking

Pkg.

423 472

APOLLO DRIVE

M E

R C

U R

Pkg.

KIN

GLASS AVENUE

P a rk in g

MEYER GATE

C A P

A R T

R O

A D

STRATCOM GATE

T-1

Parking

U L E

V A

Pkg.

Ballfield

Pkg.

B U

R L

G T O

TLER BLVD.

Parking

P a rk in g

R E C

A D

P a rk in g

P a rkin g

Pkg.

Trailer

Camp

Ballfield

LAKE DRIVE

L A

B U T L

LAKE OFFUTT

AMMO STORAGE

SANITARY

FILL AREA

TACAN

ELTA

TER

S O

S T

BELLEVUE

GATE

CONTROL

TOWER

N W

A Y

ILS

LOCALIZER

TER

LEA

R A N

LIN

TER

A L

LEA

R A N C E

LIN

LEA

Z O

N E

APPROACH/DEPARTURE ZONE

ILS MIDDLE

MARKER

S O

N W

S H

O U

U M

R U

N W

A Y

M-39 AG=0

983.61

A P P R O

A C

D E P A R T U R E

Z O

N E

LEA

Z O

N E

BLAST

DEF.

O L

BUNKER

M-10 AG=0

1033.14

M-12 AG=0

983.06

A P P R O

A C

A R

R E

Z O

N E

APPROACH -

DEPARTURE ZONE LIMIT LINE

LEA

Z O

N E

M4 AGG=0

966.68

M35 AG=0

964.03

M34

AG=0

964.41

M8 AG=0

964.53

LEA

Z O

N E

TER

LEA

R A N

LIN

A R

O N

TER

A L

LEA

R A N C E

LIN

TER

A L

LEA

R A N C E

LIN

TER

A L

LEA

R A N C E

LIN

Q S D

CONC.

PAD

CONC.

PAD

AG=0

960.97

HC/

1.1

0,0

00LB.

TER

A L

LEA

R A N C E

LIN

CONCRETE

LINED

DITCH

CONTROL

TOWER

HOT CARGO

HOLDING PAD/

Ballfield

Parking

DOCK

RAMPS

Parking

U L E

V A

R D

SAC

LEVARD

PEACEKEEPER DRIVE

E N

ELS

G Q

T D R

U N

L A

S O

S T

R U

N W

A Y

S R U

T R U

N W

A Y

J-

T O

A D

O L

E E

O L

TLER

BLVD

RANGE

SMALL ARMS

Ballfield

BUTL

LVD

C O

U N

A D

BLDG. 3

ILS MIDDLE MARKER 961.15'

M33 AG=0

E S

P E

TEN

R U

N W

A Y

TER

LIN

Ballfield

M32 AG=0

BUTLER

ZORINSKYAIR PARK

APPROACH-DEPARTURE ZONE

LEA

Z O

N E

LEA

Z O

EBURLIN

GTON

R .R.

S O

U R I

P A C

R .R

BLVD.

S O

U R I

P A C

965.13

BUTLE

BLVD.

B.&

R .R.

A V

C O

L U

Q S D

PARADE

GROUND

P a r k in g

Parking

U T E

C L E

Parking

BUTLER BLVD.

P a r k in g

Ballfield

O L

C O

U N

ANT.

C O

M S

A T

D R

C O

Y S

H E

R M

R N

Ballfield

M P A N E

Parking

S H

M A N

R N P

LINCOLN HWY

GOLF

BRAVO

ALPHA

DELTA

HOTEL

R O

O R

A G

C-1

P A P

PAPA

N E L S

CEMETERY

BERG

IST

RIVE

TRAVIS DR

S H

N P

LIN

H W

A Y

LINCOLN HIGHWAY

C O

H W

A Y

PARADE GROUND

ECHO EAST

Pkg.

662662

523523

H T

W A T

P a rk in g

T C

S T R E E T

B la st

D eflector 529

Parking

P.M.E.L.

P a rk in g

Station

Courier

Parking

B la st

D eflector

499499

Parking

GRANTS PASS

179 526

404 527

Parking

C U

S T

209209

O O

M x

J-

C H

ARLIE

C H

ARLIE

QUEBEC

N O

V E

M B E R

O U

R T H

C-1

PAPA

P A P

T O

A D

P A P I

R T H

O U

T H

641641

OBSTACLE COURSE

209209

STRATCOM

GND TERM

FUEL TANK

699699

STORAGE

C L E

A R

O N

C L E

A R

O N

C L E

A R

O N

Tumpane Lot

N O

R T H

GATE

N W

A Y

EEP

U L E

V A

RUN UP

LEA

Z O

N E

P a rkin g

ELS

Parking

U N

N E

D R

Parking

302 370 315

LIGHT

BEACON

P a r k in g

BERM

GATE

460460

683683

281281

466466

378378

209209

Boat Ramp

Picnic Shelter

Trailer

Camp

Trailer

Camp

Horse Shoe

Pits

Horse Shoe

Playground Playground

O L

VACUUM

287287

S A

W Y

E R

C T

W U

R T S

BONNER LANE

L A

N G

L E

Y D

L A

N G

EAKER DRIVE

E A

LANGLEY DRIVE

ALM

STRO

O O

O O O O

O L

O O O O O O O O

O O O O

209209

37 33

3638 34

7985 83 81

15 13

24 22 20 18 16 14 12 10

29 27 25

28 26 24 22

23 21 17

20 18 16

48 6 2

3 6

5052 48

44 42 12 10

686686

GAS

COMPRESSOR

F E

E G

E F

A A

EEGG

B A A A

EEFE

A A

AAAB A A

A B

B C A A

B B C

A A C

522522

O O

O OO O

O O

471471

O OO O

O O

FIRE TRAINING COMPLEX

GATE

BallfieldBallfield

E S

P E

367367

Picnic

Shelter

X X

O O

450450

O O

445445

P E

A C

E K

E E

P E

O O

Parking

447447

COMBAT ARMS

Parking

GARLAND STREET

O O

O O O O

O O

X X X X

O O

X X

O O

O O O O

O O

X X

X XX X

X X

X X X X

X XX X

X X

X X X X

X X

X XX X

X X

X X X X

X X

X XX XX X X X X

X X

X X X X

X XX X

X X

X X X XX X X XX X X X

X X

O O

Parking

2'98

DEARM

PAD/ARM

HOLDING

HOT CARGO

HOT REFUEL/

PARKING

SAFE

DOD

HAVEN

SAFE

DOE

Parking

O O

PIT

Parking

O OO

Parking

Equipment

343343

Tu ll

R oa d

T u ll

R o a d

T u ll o a d

SFD

707274767880828486

O F F

M A N

CIR

CLE

F A

C H

RAMP

MIKE

SOUTH

T U

A D

TOWER FOUNDATION

OLD CONTROL

SAC LOT 6 EXTENTION

AREA

Parking

O O

CELL NO.1

CELL NO.2

CELL NO.3

SFD

PAD

ARM DEARM

ECHO W

EST

FOXTROT

D E

KILO

JULIET

C H

A R

LIE

C H

A R

LIE

NORTH WEST

BLAST

DEFLECTORS

END FIRE

HOT REFUEL/

ILS

488488

CONC.

PAD

CONC.

PAD

CONC.

PAD

CONC.

PAD

CONC.

STRATTON AVE

EXERCISE PAD

RV ParkingRV Parking

SFD

APOLLO DRIVE

CHECKPOINT

TACAN

B la st

D eflector

& STAGING PLAN

CONTRACTOR ACCESS

C0.1

2 16

CONTRACTOR ACCESS & STAGING PLAN

SCALE: 1" = 30'

STAGING AREA

CONTRACTOR

B147

B73

CUSTER DRIVE

M E

T E

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

SURVEY

TOPOGRAPHIC

C0.2

TOPOGRAPHIC SURVEY

SCALE: 1" = 20'

E 2762241.76

N 494845.08

ELEV. = 1020.14

C.P. 2

CONTROL POINTS

1. THE SURVEY DRAWING IS BASED UPON TOPOGRAPHIC SURVEYS

COMPLETED ON OCTOBER 29, 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

3 16

E 2762404.42

N 494814.73

ELEV. = 1014.98

C.P. 3

E 2762157.35

N 494894.78

ELEV. = 1021.73

C.P. 4

E 2762413.16

N 494551.51

ELEV. = 1007.76

C.P. 5

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

REMOVAL PLAN

C1.1

DEMOLITION KEY NOTES

REMOVE ASPHALT PAVEMENT

DEMOLITION LEGEND

REMOVAL PLAN

SCALE: 1" = 20'

REMOVE EXISTING ASPHALT PAVEMENT

4 16

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE SIDEWALK

2 REMOVE EXISTING CONCRETE PAVEMENT

3 REMOVE EXISTING CURB AND GUTTER

4 REMOVE EXISTING SIDEWALK TO NEAREST JOINT

FOR REUSE SEE ELECTRICAL DRAWING

LIGHT FIXTURES SHALL BE SALVAGED

REMOVE EXISTING LIGHT POLE & BASE

B73

CUSTER DRIVE

PROTECT EXISTING INLETB147

PRECAST CONCRETE EDGING

REMOVE & SALVAGE

REMOVE TREE 8

REMOVE SIGN 9

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

M H

FOR REINSTALLATION AS SHOWN ON SHEET C1.6

AND RIVER ROCK ALONG REMOVED SIDEWALKS

REMOVE & SALVAGE CONCRETE EDGING BLOCKS

9 9

31.17'

'55.14

16.60'

7.00'

SITE PLAN

C1.2

5 16

SITE PLAN

SCALE: 1" = 20'

CONSTRUCTION KEY NOTES

B73

CUSTER DRIVE

10.00'

5.85'

33.00'

B147

2' R.P. N 494952.54

CURB TRANSITION DETAIL

" = 1'2

SCALE:

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

M H

7" P.C. CONCRETE PAVEMENT

6" INTEGRAL CONCRETE CURB

SEE DETAIL ON SHEET C2.1

PAINT STRIPING (4" WIDE - WHITE)

7 4" P.C. CONCRETE SIDEWALK

1" CONCRETE LIP CURB

SEE DETAIL ON SHEET C2.1

SEE DETAIL SHEET C2.1

CURB TAPER

6 PAINT STRIPING (4" WIDE - YELLOW)

SEE DETAIL, SHEET C2.3

CONSTRUCT HANDICAP CURB RAMP

9" P.C. CONCRETE PAVEMENT2

INFORMATION

SEE LIGHTING PLANS FOR ADDITIONAL

CONSTRUCT LIGHT POLE AND BASE

CONSTRUCTION LEGEND

7" P.C. CONCRETE PAVEMENT

9" P.C. CONCRETE PAVEMENT

SEE DETAIL, SHEET C2.2

P.C. CONCRETE FLUME

SEE DETAIL, SHEET C2.4

TRENCH DRAIN

SEE DETAIL, SHEET C2.3

HANDICAP PARKING

E 2762351.29

9' R.P. N 494726.54

E 2762350.89

P.C. N 494726.31

E 2762341.89

P.T. N 494735.54

E 2762350.66

5' R.P. N 494654.76

E 2762253.46

P.C. N 494659.75

E 2762253.33

P.T. N 494654.88

E 2762258.46

14' R.P. N 494863.51

E 2762221.56

P.C. N 494877.50

E 2762221.20

P.T. N 494863.87

E 2762235.56

5' R.P. N 494953.47

E 2762183.60

P.C. N 494948.47

E 2762183.72

7' R.P. N 494962.50

E 2762223.38

P.C. N 494955.50

E 2762223.56

P.T. N 494962.32

E 2762216.38

7' R.P. N 494962.53

E 2762224.34

P.C. N 494955.52

E 2762224.53

P.T. N 494962.97

E 2762231.34

6' R.P. N 494861.77

E 2762299.79

P.C. N 494861.78

E 2762293.79

P.T. N 494855.77

E 2762299.94

P.C. N 494952.47

P.T. N 494951.52

6" P.C. CONCRETE PAVEMENT14

6" P.C. CONCRETE PAVEMENT

CURVE DATA

20' R.P. N 494715.56

E 2762351.81

P.C. N 494735.55

20' R.P. N 494791.54

E 2762350.00

P.C. N 494792.01

E 2762370.00

P.T. N 494771.55

E 2762350.52

9' R.P. N 494780.52

E 2762349.50

P.C. N 494771.52

E 2762349.73

P.T. N 494776.93

E 2762341.24

5' R.P. N 494781.92

E 2762345.46

P.C. N 494786.92

E 2762345.33

P.T. N 494781.79

E 2762340.46

E 2762344.01

N 494644.08

E 2762156.73

N 494947.77

E 2762231.34

N 494962.97

E 2762252.85

N 494861.32

2' R.P. N 494946.50

E 2762250.16

P.C. N 494946.56

E 2762252.16

P.T. N 494947.51

E 2762251.88

E 2762251.24

E 2762249.24

E 2762249.52

SEE DETAIL THIS SHEET

CURB TRANSITION

3 SP @ 9.00' = 18.00'

C2.2

C2.22

C2.2

E 2762371.80

P.T. N 494716.04 E 2762188.59

P.T. N 494953.60

DETAIL 1/C2.3

DETAIL 2/C2.3

DETAIL 3/C2.3

2 5

GRADING PLAN

SCALE: 1" = 20'

GRADING LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

TOP OF CURB ELEVATION

PAVEMENT SLAB ELEVATION

990.00T

990.00

GRADING PLAN

C1.3

B147

B73

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

22 1022

.19

.1 T

.69

T10 .19

..12

1018.43T

1017.93

.43

T10 .93

1.6

1.11

1.16

MATCH ELEVATION OF EXISTING PAVEMENT

1015.27

1015.58T

1015.08

1017.61T

1017.11

1014.37T

1013.87

MATCH ELEVATION OF EXISTING PAVEMENT

1018.41T

1017.91

1.4

1021.42T

1021.33

1021.32T

1021.24

1.2

8T102 0.7

2.00%

0.54%

5.84%

0.43%

2.97% 2.75%

%1.0

1.5

1.15%

3.33%1.70%

1.86%

DRAINAGE PLAN

C1.4

CUSTER DRIVE

B73

B147

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

22 1022

SUBDRAIN PIPE

6" PERFORATED HDPE

SUBDRAIN PIPE

6" PERFORATED HDPE

SUBDRAIN PIPE

6" PERFORATED HDPE

SUBDRAIN RISER #1

SUBDRAIN RISER #2

SUBDRAIN RISER #3

SUBDRAIN RISER #6

SUBDRAIN RISER #4

SUBDRAIN RISER #5

SUBDRAIN RISER #7

SUBDRAIN RISER #8

SUBDRAIN PIPE

6" PERFORATED HDPE

SUBDRAIN PIPE

6" PERFORATED HDPE

(MAINTAIN MINIMUM COVER OF 4 FT.)

6" SOLID DRAIN PIPE

SEE DETAIL, SHEET C2.4

(NO CHECK VALVE REQUIRED)

EXISTING CURB INLET

TAP 6" SOLID DRAIN PIPE INTO

6" SOLID DRAIN PIPE

SEE DETAIL, SHEET C2.4

CHECK VALVE

EXISTING AREA INLET AND INSTALL

TAP 6" SOLID DRAIN PIPE INTO

(6.33' DIA.)

EXISTING AREA INLET

1014.501018.682762186.35494982.5524"8

1014.881018.882762216.84494983.3318"7

1017.301021.302762159.71494948.8518"6

1015.471020.252762187.49494957.5718"5

1016.101020.102762250.05494959.1818"4

1011.601015.602762240.86494658.4318"3

1010.201016.002762344.57494661.1018"2

1014.441018.442762339.49494858.2918"1

INVERT EL.RIM EL.EASTINGNORTHINGDIA.NO.

SUBDRAIN RISERS

JOINT LAYOUT PLAN

C1.5

8 16

JOINT LAYOUT PLAN

SCALE: 1" = 20'

JOINT LEGEND

EXPANSION JOINT

LONGITUDINAL JOINT DOWELED (SEE NOTE 2)

SEE SHEET C2.1

1. FOR PAVEMENT JOINT DETAILS

CUSTER DRIVE

B73

CONTRACTION JOINT (SEE NOTE 2)

B147

10.00'10.00'

11.00'

11.00' 12.00' 12.00' 12.00' 12.00' 12.00' 1

10.00'9.90' 8.09'9.00' 11.00' 11.00' 11.00' 11.00' 9.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'

10.00'

11.42' 9

12.00' 12.00' 12.00'

NOTES

CONCRETE POUR, USE CONSTRUCTION JOINT

OR CONTRACTION JOINT IS EDGE OF

2. IF LONGITUDINAL DOWELED JOINT

10.37'

NEW & EXISTING PAVEMENT

DOWELED JOINT BETWEEN

NEW & EXISTING PAVEMENT

DOWELED JOINT BETWEEN

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

M H

NEW & EXISTING PAVEMENT

DOWELED JOINT BETWEEN

EROSION CONTROL PLAN

PLAN

EROSION CONTROL

C1.6

CUSTER DRIVE

B73

LEGEND

CONSTRUCT SILT FENCE

EROSION CONTROL NOTES

CONSTRUCTION

REMOVE AND REPLACE FABRIC SILT FENCE AS NEED FOR 1.

NO SCALE

SILT FENCE FABRIC

6' MAX.

SHALL BE 1'-8" MIN.

RUNOFF. POST DEPTH INTO GROUND

STEEL POST SLIGHTLY IN DIRECTION OF

STEEL POST SPACED @ 6' MAX. ANGLE

A X

I N

MIN

8" TO 10" MIN. FOR SLICING CONSTRUCTION

6" MIN. FOR TRENCH CONSTRUCTION

RUNOFF

BACKFILL TRENCH

SILT FENCE DETAIL

NO SCALE

CONSTRUCTION ENTRANCE DETAIL

GEOTEXTILE FABRIC

3" CRUSHED STONE

ACCESSING SITE

AT ALL LOCATIONS EQUIPMENT/VEHICLES WILL BE

CONTRACTOR SHALL PLACE ROCK CONSTRUCTION ENTRANCE 2.

CONSTRUCT INLET PROTECTION

B147

FSF

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

22 1022

SEE DETAIL THIS SHEET

FABRIC SILT FENCE

INLET PROTECTION

SEE DETAIL THIS SHEET

FABRIC SILT FENCE

SEE DETAIL THIS SHEET

CONSTRUCTION ENTRANCE

SEE DETAIL THIS SHEET

FABRIC SILT FENCE

INLET PROTECTION

PERMANENT STABILIZATION PLAN

STABILIZATION PLAN

PERMANENT

C1.7

B73

CUSTER DRIVE

LEGEND

NOTES

GRADING OPERATIONS SHALL BE SEEDED

ALL AREAS DISTURBED BY CONSTRUCTION AND

BLANKET

SEEDING WITH EROSION CONTROL

B147

22 1022

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

OFF-B-6523

NOTES

MANUFACTURED BY SOLMAX OR APPROVED EQUAL

GEOTEXTILE FABRIC SHALL BE MIRAFI 140N AS

QUANTITY SALVAGED RIVER ROCK TO PLACE

& LAWN TO BE DETERMINED IN FIELD BASED UPON

LOCATION OF METAL EDGING BETWEEN RIVER ROCK

OR APPROVED EQUAL

MANUFACUTRED BY PERMALOC CORPORATION

EDGING WITH STAKING (BLACK ANODIZED FINISH) AS

LANDSCAPE EDGING SHALL BE 3/16" X 5-1/2" ALUMINUM

ALUMINUM EDGING

GEOTEXTILE FABRIC

SALVAGED RIVER ROCK

NO SCALE

RIVER ROCK/EDGING DETAIL

IN IMPACTED AREA BEHIND NEW EDGING

AND RIVER ROCK LANDSCAPING. PLACE SALVAGE RIVER ROCK

INTALL NEW ALUMINUM EDGING BETWEEN NEW LAWN SEEDING

ALONG NEW SIDEWALK

INSTALL SALVAGED CONCRETE EDGING

PAVEMENT DETAILS

C2.1

NO SCALE

INTEGRAL CURB DETAIL

EXPANSION JOINT SEALANT DETAIL

JOINT FILLER

NON-EXTRUDING

PREFORMED

RESERVOIR

WIDTH OF SEALANT

1.0 TO 1.5 TIMES THE

DEPTH OF SEALANT =

WIDTH AS INDICATED ON PLANS

(TYP.)

" R4

PAVEMENT

BELOW TOP OF

" TO 8

RECESSED

JOINT SEALANT

NO SCALE

T = PAVEMENT THICKNESS

" SAW CUT WIDTH4

CONTRACTION JOINT SEALANT

DETAIL (SAWED TYPE)

NO SCALE

T = PAVEMENT THICKNESS

EXISTING

PAVEMENT

NEW

PAVEMENT

END OF DOWEL

PAINT AND OIL

SEE DETAIL

JOINT SEALANT -

SEE NOTE

INTO EXISTING PAVEMENT -

DRILL AND EPOXY GROUT BAR

@ 30" CTRS

COATED TIE BAR

#5 x 24" EXPOXY

BE BONDED IN THE DRILLED HOLES USING AN EPOXY RESIN GROUT.

SHALL BE DRILLED IN THE EXISTING CONCRETE AND THE BARS SHALL

INCH GREATER IN DIAMETER THAN THE BARS8

HOLES APPROXIMATELY

NOTE:

DOWELED JOINT BETWEEN

NEW AND EXISTING PAVEMENT

NO SCALE

SEE DETAIL

JOINT SEALANT -

T = PAVEMENT THICKNESS

SEE DETAIL

SAWED JOINT W/SEALANT -

5' MIN.

THICKENED EDGE EXPANSION JOINT

T = PAVEMENT THICKNESS

M I N

SEE DETAIL

EXPANSION JOINT W/SEALANT

" R (TYP.)4

0.2T 0.025T

0.1T

T = PAVEMENT THICKNESS

1'-3" 1'-3"

@ 48" CTRS.

#5 x 2'-6" TIE BARS

CONSTRUCTION JOINT

1'-3" 1'-3"

T = PAVEMENT THICKNESS

SEE DETAIL

SAWED JOINT W/SEALANT -

AT 48" CTRS.

#5 x 2'-6" TIE BAR

LONGITUDINAL JOINT - SAWED

NO SCALE NO SCALENO SCALE

NO SCALE

CONTRACTION JOINT

NO SCALE

CURB TAPER DETAIL

STANDARD CURB

MATCH GEOMETRY OF

TRANSITION TO 1" LIP CURB

NO SCALE

1" LIP CURB DETAIL

T = PAVEMENT THICKNESS

NO SCALE

PAVEMENT & SUBDRAIN DETAIL

6" INTEGRAL CURB

4" MIN. TOPSOIL

PAVEMENT

7" P.C. CONCRETE

DRAINAGE LAYER

SEPARATION LAYER

SUBDRAIN PIPE

6" PERFORATED

PREPARATION

SUBGRADE

COMPACTED

FILTER MATERIAL

GRANULAR

SELECT FILL

FABRIC

FILTER

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

DETAILS

PAVEMENT

C2.2

MANHOLE COVER DETAIL

NO SCALE

FLUME DETAIL

"=1'-0"2

6" INTEGRAL CONCRETE CURB

2'-9" R.P. N 494984.51

E 2762194.55

P.C. N 494984.44

E 2762191.80

P.T. N 494981.76

E 2762194.62

ADJUST MANHOLE TO PAVEMENT GRADE

NEW PAVEMENT

EXISTING MANHOLE

DRIVEWAY SECTION

NO SCALE

EXISTING PAVEMENT

PAVEMENT

9" P.C. CONCRETE

SOUTH SIDE 11.40%

NORTH SIDE 10.67%

PARKING LOT

PAVEMENT

7" P.C. CONCRETE

w/ SEALANT

1" EXPANSION JOINT

SEE DETAIL SHEET C2.1

DOWELED JOINT

CUSTER DRIVE

3.00%

MIN.

W/ SEALANT

" EXPANSION JOINT2

SERVICE BOX

CAST IRON EXTENSION

EXISTING

NEW PAVEMENT

WATER VALVE DETAIL

NO SCALE

COVER TO PAVEMENT GRADE

ADJUST WATER VALVE

SIDEWALK & CURB SECTION SIDEWALK & CURB SECTION

RAMP SECTIONSIDEWALK & CURB SECTION

SIDEWALK

4" P.C. CONCRETE

LIP CURB

1" P.C. CONCRETE

PAVEMENT

7" P.C. CONCRETE

SIDEWALK

6" P.C. CONCRETE

SIDEWALK

EXISTING

INTEGRAL CURB

6" P.C. CONCRETE

SIDEWALK

4" P.C. CONCRETE

PAVEMENT

6" P.C. CONCRETE

PAVEMENT

EXISTING

" EXPANSION JOINT W/ SEALANT2

INTEGRAL CURB

6" P.C. CONCRETE

WALL

PAVEMENT

7" P.C. CONCRETE

PAVEMENT

7" P.C. CONCRETE

1 2

3 4

W/ SEALANT

" EXPANSION JOINT2

"=1'-0"2

W/ SEALANT

" EXPANSION JOINT2

LIP CURB

1" P.C. CONCRETE

PAVEMENT

7" P.C. CONCRETE

" EXPANSION JOINT W/ SEALANT2

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

MISCELLANEOUS

C2.3

T Y P

11'-0'' 5'-0'' 11'-0''

(TYPICAL)

4'' BLUE STRIPING

S Q

U A

R E

S Q

U A

R E

(TYPICAL)

BACKGROUND

BLUE

(TYPICAL)

STRIPING

WHITE

(TYPICAL)

STRIPING

4'' WHITE

(TYPICAL)

STRIPING

4'' WHITE

HANDICAP STRIPING PLAN

NO SCALE

HANDICAP PARKING SIGN

4" TYP.(8.33%)

SLOPE

1:12 MAX.

SLOPE

(2.0% MAX.)

MIN.

1'-0"

WARNING PANEL

2' DETECTABLE

THE EXISTING DRIVE THICKNESS

RAMP THICKNESS SHALL MATCH

6" PREPARED SUBGRADE

HANDICAP RAMP DETAIL

NO SCALE

RAMP SECTION

TYPICAL LONGITUDNAL

CURB RAMP DETAIL

"=1'-0"4

CURB RAMP DETAIL

"=1'-0"4

M I N

12''x6'' ALUMINUM SIGN

ACCESSIBILITY SYMBOL

WITH HANDICAPPED

12''x18'' ALUMINUM SIGN

FINISHED GRADE

BOTTOM FLANGE

W/GREEN BAKED ENAMEL

FOOT STEEL POST

"U" CHANNEL 3# PER

TYPICAL HANDICAP SIGN

NO SCALE

5'-0"

4'-0"

1'-0"

SIDEWALK

PANEL

WARNING

DETECTABLE

6" CURB

CURB RAMP DETAIL

"=1'-0"4

SIDEWALK

6" CURB

PANEL

WARNING

DETECTABLE

PANEL

WARNING

DETECTABLE

1 2 3

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

DRAINAGE

C2.4

SOLID COVER

TOP SOIL

HDPE PIPE

4" MIN.

12"

ACCORDANCE WITH ASTM D2321.

UNIFORMLY TO 90% MAXIMUM DENSITY IN

SHALL BE WELL PLACED AND COMPACTED

BACKFILL FOR SURFACE DRAINAGE INLETS

DEFINED IN ASTM D2321. BEDDING AND

REQUIREMENTS OF CLASS II MATERIAL AS

BE RECYCLED CONCRETE MEETING THE

THE BEDDING/BACKFILL MATERIAL SHALL

LOCATION POINT @ CENTERLINE

DRAIN BASIN

18" OR 24" DIA. NYLOPLAST

RIM ELEVATION

NO SCALE

SUMP FILLED WITH CONCRETE

SUBDRAIN RISER SUBDRAIN CONNECTION TO INLET DETAIL

NO SCALE

6" SOLID DRAIN PIPE

CONCRETE INLET WALL

NON-SHRINK GROUT

IN AREA INLET ONLY

T-1 CHECK VALVE

TIDEFLEX

MIN

PARKING

5.25' SIDEWALK

BUILDINE WALL

DOWNSPOUT ON

IRON GRATE

REMOVABLE CAST

OR APPROVED EQUAL

WITH TYPE C COVER

NEENAH R-4996-A8

ASSEMBLY-

CAST IRON TRENCH

SECTION A-A

SECTION B-B

TRENCH DRAIN

4" OUTLET PIPE

OUTLET CAP WITH

PIPE

4" OUTLET

TRENCH DRAIN AND COVER DETAIL

NO SCALE

WJG

CAS

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

NAMMOCBMOC

"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

B73

REPAIR PARKING LOT

WJG

SGBP-24-0014

E-6947

GLISMANN

WILLIAM J.

P R

O F

E S

S I

G I

N E

E R

S T

A T

OF NEBR

A S

K A

HGM COA NE CA-0065

7-23-25

01-24-0014GI-0_001

02-24-0014GC-0_C01

03-24-0014VF-0_C02

04-24-0014CD-1_C11

05-24-0014CS-1_C12

06-24-0014CG-1_C13

07-24-0014CG-1_C14

08-24-0014CP-1_C15

09-24-0014GC-1_C16

10-24-0014GC-1_C17

11-24-0014CP-5_C21

12-24-0014CP-5_C22

13-24-0014CP-5_C23

14-24-0014CP-5_C24

File details come from the government source that posted it. Updated Aug 25, 2025.