Line Schematic-Drawing- Ft Leondard Wood MPMG 68758.pdf

CFN:

PROJECT MANAGER:

FIRM NAME:

PROJECT No.:

L52B-CS110.dwg

MARTIN ARLING

KAW VALLEY ENGINEERING

C10D5529

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CS110

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Kansas City District

US Army Corps of Engineers

FIRM NAME:

PROJECT No.:

L52B-CS111.dwg

MARTIN ARLING

KAW VALLEY ENGINEERING

C10D5529

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Kansas City District

FIRM NAME:

PROJECT No.:

L52B-CS103.dwg

MARTIN ARLING

KAW VALLEY ENGINEERING

C10D5529

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Kansas City District

GENERAL NOTES:

DIRECTION OF

FIRE

ANGLE OF

FIRE

COMPACTED FILL

SLOPE 2%

7'-0"

1" (TYP)

6"

6" (MIN)

1'-6"

SLOPE 2%

#4 REBAR @ 12" O.C.E.W.

(CENTERED IN WALL AND SLAB)

FILTER FABRIC

GRADE TO DRAIN

NOT TO SCALE

6"

2'-0"

6"

D I R

E C

T I O

N

F

R

E

PLAN

SURFACE / FILL EMPLACEMENT

NOT TO SCALE

STATIONARY INFANTRY TARGET EMPLACEMENT

6"4'-6"6"

C-504 C-504

C-504C-504

SECTIONA

A

A

7'-0"

5'-6"

TIMBER TIES

FILL SLOPE 3:1

GRANULAR DRAINAGE LAYER

SLOPE 2% (MIN)

EXISTING GROUNDLINE

TOE OF BERM

ELECTRICAL

BLOCKOUT

18" X 8" TYP.

TIMBER TIES

GEOMETRIC

CONTROL

POINT A

GEOMETRIC

CONTROL

POINT B

GEOMETRIC CONTROL POINT

7' R (TYP)

STEEL ANGLE

(SEE NOTE 5)

D I R

E C

T I O

N

R

E

6"

3:1

10'-0"

14'-0"

NOT TO SCALE

2'-0"

(TYP)

3:1

GENERAL NOTES:

A

C-504 C-504

PLAN VIEW- STATIONARY ARMOR TARGET EMPLACEMENT

TOE OF BERM

GEOMETRIC

CONTROL

POINT A

7' R (TYP)

GEOMETRIC

CONTROL

POINT B

2' R (TYP)

NOT TO SCALE

A SECTION

C-504 C-504

EXISTING GROUNDLINE

GEOMETRIC

CONTROL POINT

FILTER FABRIC

6" CONCRETE PAD

#4 @ 12" O.C.E.W.

(CENTERED IN SLAB)

FILTER FABRIC

TIMBER TIE

6" (MIN.) GRANULAR

DRAINAGE LAYER

L4"x4"x1/2"

STEEL ANGLE

(SEE NOTE 6)

#4 @ 12" O.C.E.W.

(CENTERED IN ALL WALLS)

#4 @ 12" O.C.E.W.

(CENTERED IN ALL WALLS)

1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN 28

DAYS.

2. EMPLACEMENTS SHALL BE CONSTRUCTED OF REINFORCED CONCRETE; CONCRETE

STRUCTURES SHALL BE PRECAST OR CAST-IN-PLACE.

3. ALL REINFORCING STEEL SHALL BE PER ASTM A615, GRADE 60.

4. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REVEGETATED OR

RESURFACED CONSISTENT WITH THE NATURAL SURROUNDINGS. GROUND COVER SHALL

NOT REDUCE TARGET VISIBILITY.

5. PLACE TIMBER TIES AGAINST CONCRETE WALL ON L4"x 4" x

" x 5'-6"

STEEL ANGLES.

ATTACH ANGLE TO CONCRETE WALL WITH CONCRETE ANCHORS.

6. FOR GEOMETRIC CONTROL DATA SEE SHEETS CS110 AND CS111.

7. DETAILS PROVIDED ARE CURRENT INFORMATION TO DATE. CONTRACTOR SHALL VERIFY

WITH CEHNC THAT ALL INFORMATION PROVIDED BY CEHNC IS CURRENT AND ACCURATE.

8. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING

WORK.

7'-8" FOR DOUBLE MECHANISM

(WIDENED) EMPLACEMENT (WSIT)

CFN:

PROJECT MANAGER:

FIRM NAME:

PROJECT No.:

L52B-C504.dwg

MARTIN ARLING

KAW VALLEY ENGINEERING

C10D5529

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Kansas City District

US Army Corps of Engineers

4" LIMESTONE

SCREENINGS

24" RIP RAP AT TOE OF SLOPE

D50=10", THICKNESS=18"

(WHEN SLOPE EXCEEDS 10' IN HEIGHT)

24" RIP RAP AT TOE OF SLOPE

D50=10", THICKNESS=18"

(WHEN SLOPE EXCEEDS 10' IN HEIGHT)

4" LIMESTONE

SCREENINGS

AREA OF LIMESTONE SCREENINGS

AREA OF LIMESTONE SCREENINGS

AREA OF 4" TOPSOIL

AND SEEDING

AREA OF 4" TOPSOIL

AND SEEDING

SECTIONA

SECTIONB

C-505 C-505 NOT TO SCALE

SECTIONC

C-505 C-505 NOT TO SCALE

C-505 C-505 NOT TO SCALE

B

C-505 C-505

B

A

C-505 C-505

A

C

C

C-505 C-505

ELECTRICAL BLOCKOUT DETAIL

SURFACE / FILL SLOPE EMPLACEMENT

TYPICAL MOVING INFANTRY TARGET SYSTEM

3:1

(TYP.)

T

Y P

7'-0"

GENERAL NOTES:

6"

GEOMETRIC

CONTROL

POINT B

GEOMETRIC

CONTROL

POINT

GEOMETRIC

CONTROL

POINT

GEOMETRIC

CONTROL

POINT

COMPACTED SUBGRADE

(ENTIRE FOOTPRINT

OF EMPLACEMENT)

COMPACTED SUBGRADE

(ENTIRE FOOTPRINT

OF EMPLACEMENT)

AREA OF 4" LIMESTONE

SCREENINGS

CFN:

PROJECT MANAGER:

FIRM NAME:

PROJECT No.:

L52B-C505.dwg

MARTIN ARLING

KAW VALLEY ENGINEERING

C10D5529

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Kansas City District

US Army Corps of Engineers

1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

STRENGTH OF 21 MPa (3000PSI) IN 28 DAYS.

2. EMPLACEMENTS SHALL BE CONSTRUCTED OF REINFORCED

CONCRETE; CONCRETE STRUCTURES SHALL BE PRECAST OR

CAST-IN-PLACE.

3. ALL REINFORCING STEEL SHALL BE PER ASTM A615,

GRADE 60. WITH THE NATURAL SURROUNDINGS. GROUND

COVER . PLACE TIMBER TIES AGAINST CONCRETE WALL ON

4. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL

BE REVEGETATED OR RESURFACED CONSISTENT SHALL NOT

REDUCE TARGET VISIBILITY.

5. 4"x4"x 1/2"x 4" STEEL ANGLES SPACED A MAXIMUM OF

3' ON CENTER. ATTACH ANGLE TO CONCRETE WITH

CONCRETE ANCHORS.

6. THE EMPLACEMENT MAY BE MIRRORED FROM WHAT IS SHOWN

HERE. IN ANY CASE, THE PROTECTED END OF THE

EMPLACEMENT IS ALWAYS NEARER TO THE FIRING POINT

AND THE ELECTRICAL BLOCKOUT IS ON THE PROTECTED

END.

7. GEOMETRIC CONTROL POINT A IS LOCATED ON POWER SIDE

OF TARGET.

8. FOR GEOMETRIC CONTROL DATA SEE SHEETS CS110 AND

CS111.

9. DETAILS PROVIDED ARE CURRENT INFORMATION TO DATE.

CONTRACTOR SHALL VERIFY WITH CEHNC THAT ALL

INFORMATION PROVIDED BY CEHNC IS CURRENT AND

ACCURATE.

10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

PRIOR TO COMMENCING WORK.

R

E C

T I O

N

R

E

6"

3:1

10'-0"

14'-0"

NOT TO SCALE

2'-0"

(TYP)

3:1

GENERAL NOTES:

A

C-506 C-506

PLAN VIEW- POWER CENTER

TOE OF BERM

GEOMETRIC

CONTROL

POINT A

7' R (TYP)

GEOMETRIC

CONTROL

POINT B

2' R (TYP)

NOT TO SCALE

A

SECTION

C-506 C-506

EXISTING GROUNDLINE

GEOMETRIC

CONTROL POINT

FILTER FABRIC

6" CONCRETE PAD

#4 @ 12" O.C.E.W.

(CENTERED IN SLAB)

FILTER FABRIC

TIMBER TIE

6" (MIN.) GRANULAR

DRAINAGE LAYER

L4"x4"x1/2"

STEEL ANGLE

(SEE NOTE 6)

#4 @ 12" O.C.E.W.

(CENTERED IN ALL WALLS)

#4 @ 12" O.C.E.W.

(CENTERED IN ALL WALLS)

GENERAL NOTES:

B

B

A

A

A

SECTION

SECTION

C-506 C-506

C-506 C-506

C-506 C-506

NOT TO SCALE

NOT TO SCALE

B

C-506 C-506

PLAN VIEW- WALK-IN FIGHTING POSITION (TWO MAN)

NOT TO SCALE

6"

6"

5'-2" 6"

(3) #6 X 1'-6"

BENT DOWEL

@ 1'-8" O.C. (TYP)

4'-2"

2'-6"

#6 X 1'-6" BENT

DOWEL (TYP)

(4) #6 X 1'-6"

BENT DOWEL

@ 12" O.C. (TYP)

T

Y P

#4 @ 12" O.C.E.W.

(CENTERED IN ALL

WALLS AND SLAB)

6"

FILTER

FABRIC

3:1

3:1

TOE OF BERM

R

E

D I R

E C

T I O

N

DIRECTION

OF FIRE

GEOMETRIC

CONTROL

POINT A

GEOMETRIC

CONTROL

POINT B

EXISTING

GROUNDLINE

7'-2"

10'-0"

2.0%

2.0%

2.0%

COMPACTED FILL

2.0%

6"

12' R (TYP)

GEOMETRIC

CONTROL

POINT B

GEOMETRIC

CONTROL

POINT A

#6 X 1'-6" BENT

@ 12" O.C. DOWEL

(TYP)

GRANULAR

DRAINAGE LAYER

CFN:

PROJECT MANAGER:

FIRM NAME:

PROJECT No.:

L52B-C506.dwg

MARTIN ARLING

KAW VALLEY ENGINEERING

C10D5529

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Kansas City District

US Army Corps of Engineers

AREA OF 4" TOPSOIL

AND SEEDING

9'-0"9'-0"

CONCRETE WING

WALL

CONCRETE WING

WALL

24" RIP RAP AT TOE OF SLOPE

D50=10", THICKNESS=18"

(WHEN SLOPE EXCEEDS 5' IN HEIGHT)

AREA OF 4" TOPSOIL

AND SEEDING

AREA OF 4" TOPSOIL

AND SEEDING

FI

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US Army Corps of Engineers

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US Army Corps of Engineers

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0, trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text

L1_D400_WSIT

trien.martin.ngo Rectangle trien.martin.ngo Rectangle trien.martin.ngo Line trien.martin.ngo Line trien.martin.ngo Line trien.martin.ngo Typewritten Text should be trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text trien.martin.ngo Typewritten Text

L1_D700_SIT

trien.martin.ngo Typewritten Text

L2_D700_SIT

trien.martin.ngo Rectangle trien.martin.ngo Rectangle trien.martin.ngo Rectangle trien.martin.ngo Rectangle trien.martin.ngo Line trien.martin.ngo Line trien.martin.ngo Typewritten Text should be trien.martin.ngo Typewritten Text should be trien.martin.ngo Line trien.martin.ngo Line trien.martin.ngo Line trien.martin.ngo Line trien.martin.ngo Line thomas.c.michoski Text Box SITAR emplacements at 800 meters in lanes 3,4,5,6 have an existing SAT target installed thomas.c.michoski Line thomas.c.michoski Line thomas.c.michoski Line thomas.c.michoski Line

N A

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Kansas City District

US Army Corps of Engineers architecture & interiors 108 n. nettleton : bonner springs, ks

913.422.5762 ph : 309.409.9258 fxdesign F-AE101

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APPLICABLE CODES AND STANDARDS

2009 INTERNATIONAL BUILDING CODE

OCCUPANCY TYPE:

OCCUPANCY CLASSIFICATION

CONSTRUCTION TYPE: TYPE V-B

U (UTILITY & MISC - TOWERS)

FIRE RESISTIVE REQUIREMENTS (IBC TABLE 601 & 602)

STRUCTURAL FRAME:

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

INTERIOR NONBEARING WALLS:

EXTERIOR NONBEARING WALLS:

ROOF CONSTRUCTION:

FLOOR CONSTRUCTION:

ALLOWABLE / ACTUAL HEIGHT & AREA (IBC TABLE 503)

ALLOWABLE HEIGHT: 1 STORY, 40 FT

ALLOWABLE AREA (PER STORY): 6,000 SF/FLOOR

ACTUAL HEIGHT:

ACTUAL TOTAL AREA (1 STORY):

1 STORY

256 SF

OCCUPANT LOAD FACTORS (IBC TABLE 1004.1.1)

OFFICES: 100 SF /PERSON

EGRESS WIDTH FACTORS (IBC) TABLE 1005.1)

EGRESS COMPONENTS: 0.2 INCHES/PERSON x 3 = 0.6"

OCCUPANT LOAD: 3

EXIT WIDTH REQUIRED

NFPA 101, LIFE SAFETY CODE, 2009

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

NORTHPLAN

NORTH

DTL/SHT

DTL/SHT

XXX

X

NAME

NAME

XXX

DTL

SHT

A

BUILDING ELEVATION

ENLARGED DETAIL

DOOR NUMBER, RE: AE605

DATUM ENEVATION

STRUCTURAL GRID

ROOM NAME / NUMBER

BUILDING SECTION

WINDOW TYPE, RE: AE605

SYMBOL LEGEND

NORTHPLAN

NORTH

NORTHPLAN

NORTH