W912QR20B0002Plans-0003.pdf

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Automated Infantry Platoon Battle Course (AIPBC) at Fort Campbell, KY
Solicitation number
W912QR20B0002
Issued by

About this file

This solicitation is for the design and construction of an Automated Infantry Platoon Battle Course at Fort Campbell, Kentucky. The estimated construction cost is between $5 million and $10 million. The project involves the design and construction of various training structures and features, including targets, bunkers, and other automated and stationary training assets. The solicitation will be available electronically only through the SAM.gov website. As this opportunity exceeds $15 million, contractors must meet the size standard under NAICS code 236220 to be considered other than small. In accordance with FAR 19.1307, this project requires a 10% price evaluation preference for HUBZone small businesses. Responses are due in accordance with the solicitation schedule.

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LEGEND

AREAS TO BE REMOVED

CLEARING AND GRUBBING

CONTRACTOR WORK LIMITS

UXO BOUNDARY - MEDIUM RISK

TREE REMOVAL

OBJECTIVE A

OBJECTIVE B

OBJECTIVE DOBJECTIVE E

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OBJECTIVE F

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OBJECTIVE F / C

LAYDOWN AREA

CONTRACTOR

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

CONTRACTOR WORK LIMITS

UXO BOUNDARY- MEDIUM RISK

SPOT COORDINATE

NEW REINFORCED CONCRETE PIPE

STANDARD DRAWING NO. RDH-020-03

KENTUCKY DEPT. OF HIGHWAYS

HEADWALL FOR 12" TO 27" PIPE

(SEE DETAIL SLOPED AND FLARED

NEW HEADWALL

DETAIL E1, SHEET CS512

EXISTING SERVICE ROAD, SEE

NEW GRAVEL OVERLAY OF

OPTION A

NEW SECURITY FENCE

+ SPOT ELEVATION

P1 TARGET LABEL

6" SUBDRAIN PIPE

GRADING LIMITS

6. CONTOUR INTERVAL IS 1'

SEEDED PER SPECIFICATIONS.

5 UNLESS OTHERWISE NOTED ALL DISTURBED AREAS TO BE

PROFILES.

4 SEE SHEETS CG301 THROUGH CG303 FOR STORM LINE

PROFILES.

3 SEE SHEETS CG201 THROUGH CG217 FOR CENTERLINE

FOR THE TARGET, SPOT, AND ALIGNMENT COORDINATES.

2 SEE SHEETS CS601 AND CS602 FOR COORDINATE TABLES

1 DIMENSIONS ARE PROVIDED IN SURVEY FEET.

(FE6-72-AP-124-18), SEE DETAIL A1 SHEET CS514.

24. NEW 18' WIDE SECURITY SLIDING GATE

STRUCTURAL DRAWINGS LAT S-002 FOR DETAILS.

23 CONCRETE PORTABLE LATRINE PAD, SEE

SHEET CS512.

22 NEW SINGLE SWING METAL GATE, SEE DETAIL A5,

(FE6-72-DO-RA-12), SEE DETAIL A1, SHEET CS514.

21 NEW 12' WIDE SECURITY SLIDING GATE

20 NEW GRAVEL PAVEMENT, SEE DETAIL F1, SHEET CS512.

19 NEW CONCRETE PAD, REFER TO ARCHITECTURAL SHEETS.

DETAILS.

18 3' GRAVEL MOW STRIP, SEE ARCHITECTURAL SHEETS FOR

CS511.

17 NEW DOUBLE SWING METAL GATE, SEE DETAIL B5, SHEET

A1, SHEET CS514.

16 NEW 6' WIDE PERSONNEL GATE FE6-72-SO-RA-6, SEE DETAIL

CS513 AND CS514.

15 NEW SECURITY FENCE FE6-TR-72, SEE DETAIL A1, SHEETS

14 NEW LIGHTED FLAGPOLE, SEE DETAIL C1, SHEET CS511.

SHEET CS 512.

13 NEW OPS/STORAGE ROAD, SEE TYPICAL SECTION C1,

REQUIRED.

12 PARKING SPACE DELINEATION, NO PAVEMENT MARKINGS

11 NOT USED

10 NEW SERVICE ROAD, SEE TYPICAL SECTION A1, SHEET CS512.

OTHERWISE), SEE DETAIL A6, SHEET CS511.

9 NEW AGGREGATE SIDEWALK (4' WIDTH UNLESS INDICATED

8 NOT USED.

7 TRENCH, SEE DETAIL A1, SHEET CS509.

EMPLACEMENT, SEE DETAIL A1, SHEET CS510.

6 STATIONARY ARMOR TARGET WITH POWER CENTER

5 MACHINE GUN BUNKER (MGB), SEE DETAIL A1, SHEET CS507.

THRU CS506. LABELED MX ON PLANS.

4 MOVING ARMOR TARGET (MAT), SEE DETAIL A1, SHEETS CS504

CS503. LABELED VX ON PLANS.

3 STATIONARY ARMOR TARGET (SAT), SEE DETAIL A1, SHEET

LABELED IMX ON PLANS.

2 MOVING INFANTRY TARGET (MIT), SEE DETAIL A1, SHEET CS502.

CS501. LABELED PX ON PLANS.

1 STATIONARY INFANTRY TARGET (SIT), SEE DETAIL A1, SHEET

S ta . 1

.3

P

C

S ta .4

P T

ROCA CL

T = 43.22'

L = 85.13'

R = 200.00'

E = 1445187.35

N = 863292.19

PI Sta. = 1+60.53

1+00

Sta. 1+64.40

POE

MAIN ENTRY CL

STA. 2+52.59 ROCA

Sta. 0+00.00 =

POB AMMO DRIVE

STA. 2+74.27 ROCA

Sta. 0+00.00 =

POB MAIN ENTRY

S ta . 1

.0

P

O B R

O C

A

A10

STA. 2+52.59 ROCA

Sta. 0+00.00 =

POB AMMO DRIVE

AMMO DRIVE CL

BUILDING

BREAKDOWN

AMMUNITION

Sta. 0+95.25

POE

50' STANDOFF DISTANCE

LRL_Screen.dscriptLRL_pdf.pltcfg3:05:25 PM 3/25/2020

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1"=20'

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D E

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

CONTRACTOR WORK LIMITS

UXO BOUNDARY- MEDIUM RISK

SPOT COORDINATE

NEW REINFORCED CONCRETE PIPE

STANDARD DRAWING NO. RDH-020-03

KENTUCKY DEPT. OF HIGHWAYS

HEADWALL FOR 12" TO 27" PIPE

(SEE DETAIL SLOPED AND FLARED

NEW HEADWALL

DETAIL E1, SHEET CS512

EXISTING SERVICE ROAD, SEE

NEW GRAVEL OVERLAY OF

OPTION A

NEW SECURITY FENCE

+ SPOT ELEVATION

P1 TARGET LABEL

6" SUBDRAIN PIPE

GRADING LIMITS

6. CONTOUR INTERVAL IS 1'

SEEDED PER SPECIFICATIONS.

5 UNLESS OTHERWISE NOTED ALL DISTURBED AREAS TO BE

PROFILES.

4 SEE SHEETS CG301 THROUGH CG303 FOR STORM LINE

PROFILES.

3 SEE SHEETS CG201 THROUGH CG217 FOR CENTERLINE

FOR THE TARGET, SPOT, AND ALIGNMENT COORDINATES.

2 SEE SHEETS CS601 AND CS602 FOR COORDINATE TABLES

1 DIMENSIONS ARE PROVIDED IN SURVEY FEET.

(FE6-72-AP-124-18), SEE DETAIL A1 SHEET CS514.

24. NEW 18' WIDE SECURITY SLIDING GATE

STRUCTURAL DRAWINGS LAT S-002 FOR DETAILS.

23 CONCRETE PORTABLE LATRINE PAD, SEE

SHEET CS512.

22 NEW SINGLE SWING METAL GATE, SEE DETAIL A5,

(FE6-72-DO-RA-12), SEE DETAIL A1, SHEET CS514.

21 NEW 12' WIDE SECURITY SLIDING GATE

20 NEW GRAVEL PAVEMENT, SEE DETAIL F1, SHEET CS512.

19 NEW CONCRETE PAD, REFER TO ARCHITECTURAL SHEETS.

DETAILS.

18 3' GRAVEL MOW STRIP, SEE ARCHITECTURAL SHEETS FOR

CS511.

17 NEW DOUBLE SWING METAL GATE, SEE DETAIL B5, SHEET

A1, SHEET CS514.

16 NEW 6' WIDE PERSONNEL GATE FE6-72-SO-RA-6, SEE DETAIL

CS513 AND CS514.

15 NEW SECURITY FENCE FE6-TR-72, SEE DETAIL A1, SHEETS

14 NEW LIGHTED FLAGPOLE, SEE DETAIL C1, SHEET CS511.

SHEET CS 512.

13 NEW OPS/STORAGE ROAD, SEE TYPICAL SECTION C1,

REQUIRED.

12 PARKING SPACE DELINEATION, NO PAVEMENT MARKINGS

11 NOT USED

10 NEW SERVICE ROAD, SEE TYPICAL SECTION A1, SHEET CS512.

OTHERWISE), SEE DETAIL A6, SHEET CS511.

9 NEW AGGREGATE SIDEWALK (4' WIDTH UNLESS INDICATED

8 NOT USED.

7 TRENCH, SEE DETAIL A1, SHEET CS509.

EMPLACEMENT, SEE DETAIL A1, SHEET CS510.

6 STATIONARY ARMOR TARGET WITH POWER CENTER

5 MACHINE GUN BUNKER (MGB), SEE DETAIL A1, SHEET CS507.

THRU CS506. LABELED MX ON PLANS.

4 MOVING ARMOR TARGET (MAT), SEE DETAIL A1, SHEETS CS504

CS503. LABELED VX ON PLANS.

3 STATIONARY ARMOR TARGET (SAT), SEE DETAIL A1, SHEET

LABELED IMX ON PLANS.

2 MOVING INFANTRY TARGET (MIT), SEE DETAIL A1, SHEET CS502.

CS501. LABELED PX ON PLANS.

1 STATIONARY INFANTRY TARGET (SIT), SEE DETAIL A1, SHEET

ROC - SMALL

(TYP.)

(T Y

P

12 (TYP.)

(TYP.)

ROCA CL

7+00

8+00

S ta .0

P C

Sta. 6+87.74

PT

Sta. 8+11.82

POE

T = 45.00'

L = 70.69'

R = 45.00'

E = 1445104.89

N = 862796.17

PI Sta. = 6+62.05

11+00

S ta . 1

0+ .0

P C

Sta. 10+66.57

PT

Sta. 11+03.10

POE

E = 5.51'

T = 26.30'

L = 49.57'

R = 60.00'

E = 1445086.97

N = 862778.95

PI Sta. = 10+43.30

ROCA CL

STA. 6+54.22 ROCA

POB Sta. 10+00.00 =

DRIVE CL

OPS / STORAGE

LATRINE PAD

PORTABLE

65 66

93 94

A9

A11

A21 A22

A23

A24

LRL_Screen.dscriptLRL_pdf.pltcfg3:07:56 PM 3/25/2020

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CS104

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R

R 3

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15'

50'

R

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C

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E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

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L O

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IL

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A R

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IS

D E

C

RTA

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

CONTRACTOR WORK LIMITS

UXO BOUNDARY- MEDIUM RISK

SPOT COORDINATE

NEW REINFORCED CONCRETE PIPE

STANDARD DRAWING NO. RDH-020-03

KENTUCKY DEPT. OF HIGHWAYS

HEADWALL FOR 12" TO 27" PIPE

(SEE DETAIL SLOPED AND FLARED

NEW HEADWALL

DETAIL E1, SHEET CS512

EXISTING SERVICE ROAD, SEE

NEW GRAVEL OVERLAY OF

OPTION A

NEW SECURITY FENCE

+ SPOT ELEVATION

P1 TARGET LABEL

6" SUBDRAIN PIPE

GRADING LIMITS

6. CONTOUR INTERVAL IS 1'

SEEDED PER SPECIFICATIONS.

5 UNLESS OTHERWISE NOTED ALL DISTURBED AREAS TO BE

PROFILES.

4 SEE SHEETS CG301 THROUGH CG303 FOR STORM LINE

PROFILES.

3 SEE SHEETS CG201 THROUGH CG217 FOR CENTERLINE

FOR THE TARGET, SPOT, AND ALIGNMENT COORDINATES.

2 SEE SHEETS CS601 AND CS602 FOR COORDINATE TABLES

1 DIMENSIONS ARE PROVIDED IN SURVEY FEET.

(FE6-72-AP-124-18), SEE DETAIL A1 SHEET CS514.

24. NEW 18' WIDE SECURITY SLIDING GATE

STRUCTURAL DRAWINGS LAT S-002 FOR DETAILS.

23 CONCRETE PORTABLE LATRINE PAD, SEE

SHEET CS512.

22 NEW SINGLE SWING METAL GATE, SEE DETAIL A5,

(FE6-72-DO-RA-12), SEE DETAIL A1, SHEET CS514.

21 NEW 12' WIDE SECURITY SLIDING GATE

20 NEW GRAVEL PAVEMENT, SEE DETAIL F1, SHEET CS512.

19 NEW CONCRETE PAD, REFER TO ARCHITECTURAL SHEETS.

DETAILS.

18 3' GRAVEL MOW STRIP, SEE ARCHITECTURAL SHEETS FOR

CS511.

17 NEW DOUBLE SWING METAL GATE, SEE DETAIL B5, SHEET

A1, SHEET CS514.

16 NEW 6' WIDE PERSONNEL GATE FE6-72-SO-RA-6, SEE DETAIL

CS513 AND CS514.

15 NEW SECURITY FENCE FE6-TR-72, SEE DETAIL A1, SHEETS

14 NEW LIGHTED FLAGPOLE, SEE DETAIL C1, SHEET CS511.

SHEET CS 512.

13 NEW OPS/STORAGE ROAD, SEE TYPICAL SECTION C1,

REQUIRED.

12 PARKING SPACE DELINEATION, NO PAVEMENT MARKINGS

11 NOT USED

10 NEW SERVICE ROAD, SEE TYPICAL SECTION A1, SHEET CS512.

OTHERWISE), SEE DETAIL A6, SHEET CS511.

9 NEW AGGREGATE SIDEWALK (4' WIDTH UNLESS INDICATED

8 NOT USED.

7 TRENCH, SEE DETAIL A1, SHEET CS509.

EMPLACEMENT, SEE DETAIL A1, SHEET CS510.

6 STATIONARY ARMOR TARGET WITH POWER CENTER

5 MACHINE GUN BUNKER (MGB), SEE DETAIL A1, SHEET CS507.

THRU CS506. LABELED MX ON PLANS.

4 MOVING ARMOR TARGET (MAT), SEE DETAIL A1, SHEETS CS504

CS503. LABELED VX ON PLANS.

3 STATIONARY ARMOR TARGET (SAT), SEE DETAIL A1, SHEET

LABELED IMX ON PLANS.

2 MOVING INFANTRY TARGET (MIT), SEE DETAIL A1, SHEET CS502.

CS501. LABELED PX ON PLANS.

1 STATIONARY INFANTRY TARGET (SIT), SEE DETAIL A1, SHEET

ROC - SMALL

(TYP.)

(T Y

P

12 (TYP.)

(TYP.)

ROCA CL

7+00

8+00

S ta .0

P C

Sta. 6+87.74

PT

Sta. 8+11.82

POE

T = 45.00'

L = 70.69'

R = 45.00'

E = 1445104.89

N = 862796.17

PI Sta. = 6+62.05

11+00

S ta . 1

0+ .0

P C

Sta. 10+66.57

PT

Sta. 11+03.10

POE

E = 5.51'

T = 26.30'

L = 49.57'

R = 60.00'

E = 1445086.97

N = 862778.95

PI Sta. = 10+43.30

ROCA CL

STA. 6+54.22 ROCA

POB Sta. 10+00.00 =

DRIVE CL

OPS / STORAGE

A2

A4

A7 A6

A5

A3

A1

A8

(OPTION B)

ENCLOSURE

BLEACHER

(OPTION C)

MESS

COVERED

OPERATIONS /STORAGE BUILDING(OPTION E)

(OPTION D)

LATRINE

CLASSROOM

(TYP.)

BUS PARKING

(T Y

P

ADDITIONAL FENCING -

OPTION E

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PLANS FOR DETAILS)

LIGHT (SEE ELECTRICAL

3" CAP

PULLEY

PIPE, SCH. 40

3" Ø GALVANIZED

3/4" Ø BOLT

10'-0" LONG, SHC. 40

3" Ø GALVANIZED PIPE,

HOOK

STEEL FLAG

COUNTERBALANCE

CONCRETE

(1) 4"X2'-0"X6"

W/ WASHERS

BOLTS & NUTS

(2) 5/8" Ø

PULLEY

WITH ROUNDED TOP

CONCRETE BASE

EACH PIPE

ANGLE WELD TO

(2) 2"X2"X1/4"

6 X 19

STEEL WIRE ROPE

3/32" STAINLESS

(GALVANIZED)

W/ WIRE ROPE CLIP

FORM (2) TWO EYES

COUNTERBALANCE

CONCRETE

PLATE

3"X3"X1/4"

NYLON PULLEY

BRASS OR

1-1/4" X 3/8" X 5" PIN

FOR PADLOCK

1/2" HOLE 3" X 3/8" FLAT BAR

BOSS PIN W/S.S. CLIP

SLOPE PER GRADING PLAN

S O

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SHEET ID

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SUBGRADE

COMPACTED

2'-6" Ø

HEIGHT OF FLAG

3" MIN.

1/4"

ROAD

5" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 5"

C L

(TYP)

25'-10"

1'-6"

CONCRETE

5'-0"

STEEL PIPE

2" DIA. GALV.

CABLE

STEEL

3/8"EYE BOLT

GALV.

3/4"

WIRE CLAMP

TIE OFF WITH

EYE BOLT,

THROUGH

WRAP CABLE

PIPE BOLLARD

AND WHITE (TYP.)

ALTERNATING RED

TURNBUCKLE (TYP.)

STAINLESS STEEL

HEAVY DUTY

PER MUTCD.

AND RIGHT

MARKER LEFT

TYPE 3 OBJECT

8 INCH x 24 INCH

3"

3"

1" HOLE

2"

GALV. STEEL STIFFENER

WELD TO PIPE AND PLATE

ROD WELD TO

PLATE

5 1/2" X 5 1/2" X 1/2"

N.T.S.

N.T.S. N.T.S. N.T.S.

N.T.S. N.T.S.

30 INCH x 24 INCH

ROAD CLOSED SIGN

BLACK LETTERS ON

WHITE BACKGROUND

PER MUTCD.

REFLECTIVE ALUMINUM

"4

"8

"4

TIE OFF WITH WIRE CLAMP

SIDES FOR STEEL CABLE,

DRILL 1/2" DIA. HOLE BOTH

STEEL PIPE

2" DIA. GALV.

"4

"8

"4

PER SPEC. SECTION 31 05 19

NON-WOVEN FILTER FABRIC,

2"

5-3/4"

"EMERGENCY CONTACT................."

AND SHALL BE INSTALLED WITH SIGN FOR

GATES SHALL BE PAINTED SAFETY YELLOW

NOTE:

ASTM A53

ACCORDANCE WITH

STRONG STEEL PIPE IN

6" DIA. SCHEDULE 80 EXTRA

STEEL PIPE

6" DIA. GLAV.

STEEL PIPE

3" DIA. GALV.

X 1/2" THICK GALV. PLATE

6" WIDE X 9 1/2" LONG

STEEL PIPE

6" DIA. GALV

WELD TO PLATE

2" DIA. ROD

2" DIA. HOLE

X 1/2" THICK GALV. PLATE

6" WIDE X 9 1/2" LONG

STEEL PIPE

3" DIA. GALV.

WELD TO PIPE

GALV. PLATE.

4" WIDE X 1/2"

2" DIA. x 1" LONG

STEEL PLATE

X 1/2" THICK GALV.

5" WIDE X 7" LONG

STEEL PIPE

3" DIA. GALV.

STEEL PIPE

2" DIA. GALV.

14"2" 14"

(TYP.)

(TYP.)

1/2"

C1

FLAGPOLE ELEVATIONS AND DETAILS

NTS

B5

DOUBLE SWING METAL GATE

NTS

A6

NTS

AGGREGATE SIDEWALK/SURFACE

B

C

A

CLOSED

ROAD

DOUBLE SWING METAL GATE1

DETAIL DETAIL DETAIL

DETAILD

CA B

D

E

SECTIONE

6" KYTC DGA

PULLEY

CS511 CS511

CS511 CS511

CS511 CS511

CS511CS511

CS511CS511

CS511 CS511

CS511 CS511CS511 CS511CS511 CS511

CS511 CS511 CS511 CS511

LRL_Screen.dscriptLRL_pdf.pltcfg3:08:41 PM 3/25/2020

...\CAD\Civil\ \CAD_BIM\03_Sheets\456975_CS511xxx.dgn

CS511

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GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTES

NEW DITCH LINE

NEW CATCH BASINCB 1-1

HW 1-1

NEW PIPE

CONTOUR INTERVAL IS 1 FT.

TO BE SEEDED PER SPECIFICATIONS.

UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS

CONTRACTOR WORK LIMITS

PERFERATED FRENCH DRAIN

NO. RDH-020-03.

HIGHWAYS STANDARD DRAWING

27" PIPE KENTUCKY DEPARTMENT OF

AND FLARED HEADWALL FOR 12" TO

NEW HEADWALL, SEE DETAIL SLOPED

7. NEW 10' X 40' SAND FILTER, SEE DETAIL F6, SHEET CG501.

DRAWING NO. RDX-005-03 WITH FRAME AND LID TYPE 1.

TYPE B KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD

6. NEW JUCTION BOX TYPE B, SEE DETAIL JUNCTION BOX

OF HIGHWAYS STANDARD DRAWING NO. RDH-1010-02.

SKEW (BOX RISES LESS THAN 6'-0"). KENTUCKY DEPARTMENT

DETAIL PRECAST BOX CULVERT H-WALLS - 15°, 30°, AND 45°

5. NEW PRECAST 3'X2' BOX CULVERT HEADWALL, SEE

4. NEW OUTLET STRUCTURE. SEE DETAIL A6, SHEET CG501.

3. NEW INFILTRATION BASIN

2. NEW FLAT BOTTOM DITCH, SEE DETAIL A1, SHEET CG501

1. NEW "V" DITCH, SEE DETAIL B1, SHEET CG501

GRADING LIMITS

S T

O R

M L

IN

E

R C

P

683.47 682.45

681.46 680.35

.5

.2

.2

.5

.3

.1

682.10

682.31

680.90

681.14

679.59 679.67

685.64 685.68

.3

.2

685.68

685.68

686.00 685.61

.1

.2

682.23

680.41

680.96

680.81 HW 1-1

HW 1-2

HW 2-1

BLDG. FFE 686.20

BREAKDOWN

AMMUNITION

LRL_Screen.dscriptLRL_pdf.pltcfg8:44:09 AM 3/26/2020

...\CAD\Civil\ \CAD_BIM\03_Sheets\456975_CG102xxx.dgn

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GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTES

NEW DITCH LINE

NEW CATCH BASINCB 1-1

HW 1-1

NEW PIPE

CONTOUR INTERVAL IS 1 FT.

TO BE SEEDED PER SPECIFICATIONS.

UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS

CONTRACTOR WORK LIMITS

PERFERATED FRENCH DRAIN

NO. RDH-020-03.

HIGHWAYS STANDARD DRAWING

27" PIPE KENTUCKY DEPARTMENT OF

AND FLARED HEADWALL FOR 12" TO

NEW HEADWALL, SEE DETAIL SLOPED

7. NEW 10' X 40' SAND FILTER, SEE DETAIL F6, SHEET CG501.

DRAWING NO. RDX-005-03 WITH FRAME AND LID TYPE 1.

TYPE B KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD

6. NEW JUCTION BOX TYPE B, SEE DETAIL JUNCTION BOX

OF HIGHWAYS STANDARD DRAWING NO. RDH-1010-02.

SKEW (BOX RISES LESS THAN 6'-0"). KENTUCKY DEPARTMENT

DETAIL PRECAST BOX CULVERT H-WALLS - 15°, 30°, AND 45°

5. NEW PRECAST 3'X2' BOX CULVERT HEADWALL, SEE

4. NEW OUTLET STRUCTURE. SEE DETAIL A6, SHEET CG501.

3. NEW INFILTRATION BASIN

2. NEW FLAT BOTTOM DITCH, SEE DETAIL A1, SHEET CG501

1. NEW "V" DITCH, SEE DETAIL B1, SHEET CG501

GRADING LIMITS

S T

O R

M L

IN

E

S T

O R

M L

IN

E

STORM LINE 2

STO

RM

L

IN

E

12" RCP

R

C P

3' x2 ' B

O X

" R

CP

CLASSROOMFFE 682.50

BLEACHERENCLOSUREFFE 680.60

CONCRETE MESSFFE 679.50

ROC-SMALLFFE 674.50

OPERATIONS /STORAGE BLDG.FFE 680.50

LATRIN

E

FFE

2.0

679.33

678.28

677.57

676.82

675.89

675.06

675.63

676.34

677.34

.7

.4

677.64

.7

.3

.3

673.57

672.37

671.34

.2

670.43

.7

678.26

677.54

677.40

676.35

675.33

681.49

681.20 680.85

677.43

676.50

.5

675.39

672.54 672.40

676.08

676.50

676.73

677.03

677.16

676.61

677.07

679.08 678.98

679.22 679.32

679.68

679.68 679.68

680.00

680.00

679.68

679.88 678.97

678.85

677.70

677.66 6

.0

.0

678.68

.7

679.49 679.59

680.02 680.02

681.91

681.43 681.40

681.94

S

TO

R M L

IN

E

3' x2 ' B

O X C

U

LV

S T

O R

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680.01

HW 3-1

HW 3-3

CB 3-2

HW 6-1

HW 5-1

HW 4-1

HW

4-2

681.68 681.60

681.33

LRL_Screen.dscriptLRL_pdf.pltcfg8:46:20 AM 3/26/2020

...\CAD\Civil\ \CAD_BIM\03_Sheets\456975_CG103xxx.dgn

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20' 40'0

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FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

STANDING SEAM METAL ROOF

PANELS (X3)

PREFINISHED METAL RIDGE TRIM

(X3)

4" 12"

C.J. C.J. C.J. C.J.

A A

PREFINISHED METAL FASCIA (X7)

ALUMINUM WINDOW,

DOUBLE HUNG (X5)

ALUMINUM WINDOW,

DOUBLE HUNG (X5)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

BUILDING SIGN,

SEE SIGNAGE NOTES

ROC / A-4018" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

7'

0"

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

HVAC UNIT, SEE MECHANICAL

DRAWINGS, TYP.

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

STANDING SEAM METAL ROOFING

(X3)

4" 12"

PREFINISHED METAL RIDGE TRIM

(X3)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

FINISH FLOOR

0"

FACTORY PRIMED

INSULATED METAL DOOR

(X6)

PREFINISHED METAL

FASCIA (X7)

HVAC UNIT, SEE MECHANICAL

DRAWINGS, TYP.

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

C.J.

STANDING SEAM METAL ROOFING

(X3)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

PREFINISHED METAL RIDGE TRIM

(X3)

4" 12"

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

FACTORY PRIMED

INSULATED METAL DOOR

(X6)

PREFINISHED METAL

FASCIA (X7)

HVAC UNIT, SEE MECHANICAL

DRAWINGS, TYP.

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

C.J. C.J.

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

4" 12"

PREFINISHED METAL RIDGE TRIM

(X3)

STANDING SEAM METAL ROOF

PANELS (X3)

PREFINISHED METAL FASCIA (X7)

C

1/4"W x 4"D CONTINUOS STEEL

EDGING

C.J.C.J.C.J.C.J.

C

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

ALUMINUM WINDOW, FIXED (X5)

4" / 1'-0" 4" / 1'-0"

PREFINISHED METAL RIDGE TRIM

(X3)

PREFINISHED METAL RIDGE TRIM

(X3)

STANDING SEAM METAL ROOF

PANELS (X3)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

4"

1' -0

4"

1' -0

US Army Corps of Engineers ®

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3/31/2020 11:42:33 AM

C:\Users\H2EDDIOC\Documents\456975_v2018_A_ROC_H2EDDIOC.rvt

A-201

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1/4" = 1'-0"4 EAST ELEVATION

1/4" = 1'-0"3 NORTH ELEVATION

1/4" = 1'-0"1 SOUTH ELEVATION

1/4" = 1'-0"5 WEST ELEVATION

1/4" = 1'-0"2 ROOF PLAN

GENERAL NOTES - ELEVATIONS

1 SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREVIATIONS, LEGENDS, SYMBOLS AND

DETAILS.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP DRAWINGS AND SHALL FIELD VERIFY EXACT

LOCATION & SIZE OF PENETRATIONS.

GENERAL NOTES - ROOF PLAN

3 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP FOR EXACT LOCATION & SIZE OF ROOF

PENETRATIONS.

4 CURBS, FLASHING & MOUNTING SHALL BE PER THE

ROOF MANUFACTURER.

EXTERIOR FINISH SCHEDULE

MARK COMPONENT MANUF. COLOR

X1 SPLIT FACE CMU LEE BUFF

X2 SMOOTH FACES CMU LEE BUFF

X3 STANDING SEAM

METAL ROOF, RIDGE

CAP, AND RIDGE VENT

MBCI FACTORY

FINISH, COLOR:

MEDIUM

BRONZE

X4 MISC TRIM, SNOW

GUARDS

VARIES FACTORY

FINISH, COLOR:

MATCH (X3)

X5 ALUMINUM WINDOWS KAWNEER COLOR: DARK

BRONZE 40

X6 PAINTED DOORS AND

FRAMES

KAWNEER COLOR: DARK

BRONZE 40

X7 FASCIA MBCI FACTORY

FINISH, COLOR:

MATCH (X3)

X8 SOFFIT MBCI FACTORY

FINISH, COLOR:

MATCH (X3)

NOTE: MANUFACTURES REFERANCED ARE INTENDED

TO ESTABLISH DESIGN INTENT ONLY, AND ARE NOT

INTENDED TO LIMIT SELECTIONS FROM OTHER

MANUFACTURES. WHEN ALTERNATE SELECTIONS ARE

SUBMITTED, SUBMITALSHALL INCLUDE COLOR

SAMPLES OF MATERIALS LISTED FOR COMPARISON.

ALL ALTERNATIVES FINISH SELECTIONS SHOULD BE

APPROVED BY THE CONTRACTING OFFICER.

M

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E N D

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A R C

H

0 2

AIR BARRIER TESTING IS NOT REQUIRED

W

2Q R

B0

2P la ns

-0

T.O. MASONRY

8' - 8"

A-301

A-301

A-301

2'

6"

A-301

A-301

5/8" GYPSUM BOARD OVER 1 5/8"

METAL STUDS @ 24" O.C.

W/ 1 1/2" RIGID INSULATION TYPICAL

ON INTERIOR OVER FLUID APPLIED

AIR/VAPOR BARRIER OVER

8" SPLIT-FACE CMU

REINFORCED CONCRETE SLAB OVER

10 MIL VAPOR BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS) OVER

CAPILLARY WATER BARRIER

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

8" SMOOTH FACE CMU TYP.

(X2)

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

STANDING SEAM METAL ROOF 1/2"

EXTERIOR GLASS MAT GYPSUM

SHEATHING COVERBOARD, OVER 5"

RIGID INSULATION (R-30 MIN), OVER

SELF-ADHEARING RUBBERIZED

ASPHALT SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT, OVER METAL

DECK

ACOUSTIC CEILING TILE,

2X2 (C1)

STRUCTURAL MEMBERS, SEE

STRUCTURAL DRAWINGS

6" 4"

A-301

7 FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

PREFINISHED METAL

RIDGE TRIM PER

SSMR MFR. (X3)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

STANDING SEAM METAL

ROOFING (X3)

1/2" EXTERIOR GLASS MAT

GYPSUM UNDERLAYMENT

SPRAY FOAM

INSULATION

SELF-ADHERING

RUBBERIZED ASPHALT

SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

5" RIGID INSULATION (R-30

MIN.)

1-1/2" RIGID INSULATION

(R-9 MIN.)

STANDING SEAM METAL

ROOF PANELS (X3)

A-301

CORRUGATED METAL DECK,

SEE STRUCTURAL

SPRAY POLYURETHANE

INSULATION FOR AIR

BARRIER

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

1'

2" M

AX

2' - 1 1/2"

SOFFIT CLIP ANGLE

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

1/2" EXTERIOR GLASS MAT

GYPSUM UNDERLAYMENT

16 GA. BRAKE METAL

5/8" GYPSUM BOARD, TYPE-X

METAL CLIP ANGLE ENTIRE

ROOM PERIMETER

ACOUSTIC CEILING TILE, 2X2 (C1)

CONT. P.T. 2"X6" WOOD

BLOCKING W/ CONT. P.T.

1/2" PLYWOOD SHIM

PREFINISH METAL FASCIA

(X7), COVER ON 3/4" P.T.

PLYWOOD FASCIA BOARD

CONT. BENT METAL

PLATE

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

1-1/2" RIGID INSULATION

(R-9 MIN.)

5/8" GYPSUM BOARD,

TYPE-X

1-5/8" METAL RUNNER

CHANNEL

2" RIGID INSULATION

EXTEND FROM SLAB TO

FOOTING

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS)

OVER CAPILLARY WATER

BARRIER

BACKER ROD SEALANT

4" RUBBER BASE MOULDING,

ENTIRE ROOM PERIMETER

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

1-1/2" RIGID INSULATION

(R-9 MIN.)

5" RIGID INSULATION (R-30

MIN.)

6"x1/2"Ø ANCHOR J-BOLT AT

2'-0" O.C. EMBEDDED INTO

BOND BEAM

16 GA. BRAKE METAL

CONTINUOS ACT TRIM

ANGLE

GROUTED SOLID, COORDINATE

W/ STRUCTURAL

CORRUGATED METAL DECK,

SEE STRUCTURAL

5/8" GYPSUM BOARD, TYPE-X

ACOUSTIC CEILING TILE, 2X2 (C1)

SPRAY POLYURETHANE

INSULATION FOR AIR

BARRIER

FLUID APPLIED AIR/VAPOR

BARRIER

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

PAINTED PRESSURE

TREATED 2"x4", PAINT TO MATCH (W1)

PAINTED 1/8"

STEEL BARSTOCK

@ 30" O.C.

PAINT TO MATCH (W1)

CONCRETE TAP

OR EQUAL

(2x) 5/8" BC GRADE

PLYWOOD WITH

22GA. STAINLESS

SHEETING

2' - 1"

2'

6"

US Army Corps of Engineers ®

SHEET ID

U S

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A-301

ROC

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AL

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N

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AI

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1/4" = 1'-0"A-101

5 BUILDING SECTION

3/4" = 1'-0"A-301

6 WALL SECTION

1 1/2" = 1'-0"2 ROOF RIDGE DETAIL

1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL

3" = 1'-0"3 BOND BEAM CONNECTION DETAIL

1 1/2" = 1'-0"7 MOW STRIP DETAIL

1 1/2" = 1'-0"8 DESK/COUNTER TOP @ WALL

M

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2P la ns

-0

GF

I

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GF

I

W P

A-201

A-201

A-201

A-201

33' - 0"

A-301

GALV. STEEL 10

ROW BLEACHERS,

TYP.

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

4" GRAVEL BED, SEE

CIVIL DRAWINGS

ROOF LINE ABOVEA C

B

6' - 0" 6' - 0"

01 01

BLEACHER

ENCLOSURE

4" GRAVEL BED, SEE

CIVIL DRAWINGS

ELECTRICAL EQUIPMENT

SEE ELECTRICAL DRAWINGS

ROOF LINE ABOVE

15' - 0" 26

3'

0"

3'

5" 9' - 0"

ALUMINUM PIPE

GUARDRAIL

2"

1' -0

STANDING SEAM

METAL ROOFING

(X3)

CONTINUOUS

METAL BAR-TYPE

SNOW GUARD

SYSTEM (X4)

METAL RAKE TRIM,

(X3)

XX

X

ROOM NUMBER

DOOR SYMBOL AND TAG

ARCHITECTURAL LEGEND - SYMBOLS

Room Rm_Occupancy

LOUVER SYMBOL01

CEILING LEGEND - SYMBOLS

LIGHT FIXTURE

EMERGENCY LIGHT

FIXTURE

STANDING SEAM METAL ROOF

LINEAR METAL SOFFIT PANEL

A C

B

2"

1' -0

ELECTRICAL EQUIPMENT

SEE ELECTRICAL DRAWINGS

PRE-FINISHED LINEAR

METAL SOFFIT TIGHT TO

STRUCTURE, (X5)

STRUCTURAL MEMBERS AND

FRAMING, SEE STRUCTURAL

DRAWINGS

LIGHTING (TYP),SEE

ELECTRICAL DRAWINGS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

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F

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G

IN

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R

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D R

AW

N

B Y:

D

ES

IG

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B

Y:

SU

BM

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TE

D B

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SI

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C H

EC

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D B

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AN

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'D

IS

SU

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AT

E:

C O

N

TR

AC

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N O

D R

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IN

G C

O D

E:

G

2 3 4 5 6 7 8 9 10

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E

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AP

PR

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PB

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TO

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IN

FA

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PL

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C O

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FO

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AM

PB

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L

FY

P

PLAN NORTH

D

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A-101

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1/4" = 1'-0"1 FLOOR PLAN

1/4" = 1'-0"2 ROOF PLAN

GENERAL NOTES - FLOOR PLANS

1 REFERENCE ELEVATION 0'-0" = 680.60' ABOVE MEAN SEA

LEVEL, COORDINATE WITH CIVIL DRAWINGS.

2 SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREVIATIONS, LEGENDS, SYMBOLS AND

DETAILS.

3 DIMENSIONS ARE FACE OF CONCRETE, METAL PANEL OR

CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED

OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,

INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.

4 FOR BUILDING LOCATION, COORDINATE W/ CIVIL SHEET

CS101.

6 BLEACHER ENCLOSURE BUILDING STRUCTURE:

- STEEL STRUCTURE CONSTRUCTION COVERED WITH

METAL WALL PANEL

- PREMANUFACTURED ROOF TRUSS (2:12 SLOPE)

- STANDING SEAM METAL ROOF

GENERAL NOTES - CEILING

1 SOFFIT MOUNTED TO STRUCTURE UNLESS OTHERWISE

NOTED.

2 FOR SOFFIT FINISHES, SEE EXTERIOR COLOR SCHEDULE.

GENERAL NOTES - ROOF PLAN

1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF

MANUFACTURER.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP FOR EXACT LOCATION & SIZE OF ROOF

PENETRATIONS.

3 REFER TO SHEET A-301 FOR TYPICAL EXTERIOR WALLS

AND ROOF SYSTEMS

4 SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREAVIATIONS, LEGENDS, SYMBOLS AND

DETAILS.

1/4" = 1'-0"3 CEILING PLAN

M

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W

2Q R

B0

2P la ns

-0

4" GRAVEL BED, SEE

CIVIL DRAWINGS

ALUMINUM PIPE

GUARDRAIL

PRE-FINISHED METAL

RAKE TRIM

A-301

A-301

PRE-FINISHED LINEAR

METAL SOFFIT TIGHT TO

STRUCTURE (X5)

STRUCTURAL

MEMBERS,

SEE STRUCTURAL

DRAWINGS

A-301

LIGHTING (TYP), SEE

ELECTRICAL DRAWINGS

GALV. STEEL 10 ROW

BLEACHERS, TYP.

SEE SPEC 05 50 10

A-301

A-301

STEEL COLUMN,

SEE STRUCTURAL

DRAWINGS

PRE-FINISHED

METAL FACIA

TRIM, (X4)

SSMR, OVER 1/2"

EXTERIOR GLASS

GYPSUM

COVERBOARD, OVER

2" RIGID INSULATION,

OVER CORRUGATED

METAL DECK.

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

PRE-FINISHED

LINEAR METAL

SOFFIT, TIGHT TO

STRUCTURE (X5)

PRE-FINISHED

LINEAR METAL

SOFFIT, TIGHT TO

STRUCTURE (X5)

A-301

A-301

PRE-FINISHED

LINEAR METAL

SOFFIT, TIGHT TO

STRUCTURE (X5)

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

PRE-FINISHED

LINEAR METAL

SOFFIT, TIGHT TO

STRUCTURE (X5)

4" GRAVEL BED, SEE

CIVIL DRAWINGS

STRUCTURAL COLUMNS,

SEE STRUCTURAL DAWINGS

CONCRETE FOUNDATION

AND FOOTING, SEE

STRUCTURAL DRAWINGS

PRE-ENGINEERED

STEEL FRAMING,

SEE STRUCTURAL

DRAWINGS, TYP

PRE-FINISHED

METAL SOFFIT ON

2X FRAMING, (X4)

PRE-FINISHED

METAL FACIA

TRIM, (X4)

PRE-FINISHED

METAL TRIM, (X4)

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

HEAD/JAMB COVER

2" RIGID INSULATION

(R-12 MIN.)

CORRUGATED

METAL DECK, SEE

STRUCTURAL

CONCRETE FOUNDATION AND

FOOTING, SEE

STRUCTURAL DRAWINGS

STRUCTURAL MEMBERS,

SEE STRUCTURAL

DAWINGS

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO EDGING

STANDING SEAM

METAL ROOFING

(X3)

CONTINUOUS

METAL BAR-TYPE

SNOW GUARD

SYSTEM (X4)

STRUCTURAL

COLUMN,

SEE STRUCTURAL

DAWINGS

PRE-FINISHED

METAL WALL PANEL,

STEEL, (X1)

2" RIGID INSULATION

(R-12 MIN.)

CORRUGATED

METAL DECK, SEE

STRUCTURAL

EAVE TRIM (X7)

PRE-FINISHED LINEAR

METAL SOFFIT TIGHT

TO STRUCTURE (X5)

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOS

STEEL EDGING

3' - 0"

4"

1'

0"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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O R

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B Y:

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SU

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D B

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D B

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C O

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FO

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A-301

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1/4" = 1'-0"A-101

1 BUILDING SECTION

1/2" = 1'-0"A-301

2 FRONT WALL SECTION

1/2" = 1'-0"A-301

3 BACK WALL SECTION

1" = 1'-0"A-301

4 B.O. COLUMN/SLAB DETAIL - FRONT

1" = 1'-0"A-301

5 EAVE DETAIL

1" = 1'-0"A-301

6 B.O. COLUMN/SLAB DETAIL - BACK

1" = 1'-0"A-301

7 FASCIA/GUTTER DETAIL

1 1/2" = 1'-0"A-301

9 MOW STRIP DETAIL

SSMR, OVER 1/2" EXTERIOR

GLASS GYPSUM

COVERBOARD, OVER 2"

RIGID INSULATION, OVER

CORRUGATED METAL DECK.

STEEL COLUMN,

SEE STRUCTURAL

DRAWINGS

M

AR

K D

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C

R

IP

TI

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N D

AT

E

AM

E N D

M

EN

T

M

A R C

H

0 2

AM

E N D

M

EN

T

M

A R C

H

0 2

W

2Q R

B0

2P la ns

-0

T.O. MASONRY

8' - 8"

A-301

STANDING SEAM METAL

ROOF PANELS (X3)

PREFINISHED METAL RIDGE

TRIM (X3)

4" 12"

C.J. C.J.

PREFINISHED METAL

FASCIA (X7)

PREFINISHED METAL RIDGE VENT

(X3)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

AA A A A A

C.J.

ALUMINUM WINDOW, FIXED (X5)

8" SMOOTH FACE CMU TYP. (X2)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

7'

4"

ROOF CAP, SEE

MECHANICAL DRAWINGS

LOUVER, SEE MECHANICAL (X4)

B

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

4" 12"

PREFINISHED METAL RIDGE

TRIM (X3)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

C.J.

PREFINISHED METAL RIDGE VENT

(X3)

STANDING SEAM METAL ROOF

PANELS (X3)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

7'

4"

PREFINISHED METAL FASCIA (X7)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

ROOF CAP, SEE

MECHANICAL DRAWINGS

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

C

6'

8"

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

PREFINISHED METAL RIDGE

TRIM (X3)

4" 12"

PREFINISHED METAL RIDGE VENT

(X3)

PREFINISHED METAL FASCIA (X7)

8" SPLIT-FACED CMU TYP.(X1)

PR

IV

AC

Y

PA

R

TI

TI

O N

6'

8"

STANDING SEAM METAL ROOF

PANELS (X3)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

C.J.

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

8" SMOOTH FACE CMU TYP. (X2)

ROOF CAP, SEE

MECHANICAL DRAWINGS

8" SMOOTH FACE CMU TYP. (X2)

FACTORY PRIMED INSULATED

METAL DOOR (X6)

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

4" 12"

PREFINISHED METAL RIDGE

TRIM (X3)

PREFINISHED METAL

FASCIA (X7)

PREFINISHED METAL RIDGE VENT

(X3)

C.J.

C.J.

C.J.

(BEYOND) LOUVER, SEE MECHANICAL (X4)

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

PR

IV

AC

Y

W

AL

L 6'

8"

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

ROOF CAP, SEE

MECHANICAL DRAWINGS

BUILDING SIGN,

SEE SIGNAGE NOTES

LAT / A-401

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

F

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

FACTORY PRIMED INSULATED

METAL DOOR (X6)

FACTORY PRIMED INSULATED

METAL DOOR (X6)

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

4" / 1'-0"

PREFINISHED METAL RIDGE

TRIM (X3)

PREFINISHED METAL RIDGE

TRIM (X3)

STANDING SEAM METAL

ROOF PANELS (X3)

4"

1' -0

4"

1'

-0

4" / 1'-0"

PREFINISHED METAL RIDGE VENT

(X3)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

ROOF CAP, SEE

MECHANICAL DRAWINGS

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

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D B

Y:

SI

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C H

EC

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D B

Y:

AN

SI

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IS

SU

E D

AT

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C O

N

TR

AC

T

N O

D R

AW

IN

G C

O D

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G

2 3 4 5 6 7 8 9 10

F

E

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B

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AP

PR

RTA

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AM

PB

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L, K

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TU

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AU

TO

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IN

FA

N

TR

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PL

AT

O

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C O

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FO

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AM

PB

EL

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N O

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AR

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F-

8-

-0

3/31/2020 11:39:32 AM

C:\Users\H2EDDIOC\Documents\456975_v2018_A_LAT_H2EDDIOC.rvt

A-201

LAT

BU

IL

D

IN

G E

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TI

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N S

LA

TR

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BL

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G . O

PT

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VI

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D

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TR

IC

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VI

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E, K

EN

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C

KY

I.

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AB

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A

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C

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A

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H

EN

R

Y

1/4" = 1'-0"A-101

1 EAST ELEVATION

1/4" = 1'-0"A-101

2 NORTH ELEVATION

1/4" = 1'-0"A-101

3 SOUTH ELEVATION

1/4" = 1'-0"A-101

4 WEST ELEVATION

1/4" = 1'-0"A-201

5 ROOF PLAN

GENERAL NOTES - ELEVATIONS

1 SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREAVIATIONS, LEGENDS, SYMBOLS

AND DETAILS.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP DRAWINGS AND SHALL FIELD VERIFY EXACT

LOCATION & SIZE OF PENETRATIONS.

3 FOR BUILDING LOCATION, COORDINATE W/ CIVIL

DRAWINGS.

4 REFER TO SHEET LAT/A-501 & LAT/A-601 FOR DOOR

AND WINDOW SCHEDULES, ELEVATIONS AND DETAILS.

5 CURBS AND FLASHINGS SHALL BE PER THE ROOF

MANUFACTURER.

6 METAL BAR-TYPE SNOW GUARDS SHALL BE PROVIDED

AT ALL ROOF EAVES AND INSTALLED IN ACCORDANCE

WITH THE SNOW GUARD MANUFACTURER'S DESIGN,

SEE SPECIFICATION 07 61 14.

7 PROVIDE SMOOTH FACE BLOCK AT LIGHT FIXTURES

TO MOUNT FIXTURE TO SURFACE.

GENERAL NOTES - ROOF PLAN

1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF

MANUFACTURER.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP FOR EXACT LOCATION & SIZE OF ROOF

PENETRATIONS.

EXTERIOR FINISH SCHEDULE

MARK COMPONENT MANUF. COLOR

X1 SPLIT FACE CMU LEE BUFF

X2 SMOOTH FACES CMU LEE BUFF

X3 STANDING SEAM

METAL ROOF, RIDGE

CAP, AND RIDGE VENT

MBCI FACTORY

FINISH, COLOR:

MEDIUM BRONZE

X4 MISC TRIM, SNOW

GUARDS, LOUVER

VARIES FACTORY

FINISH, COLOR:

MATCH (X3)

X5 ALUMINUM WINDOWS KAWNEER COLOR: DARK

BRONZE 40

X6 FACTORY FINISH

PAINTED DOORS AND

FRAMES

KAWNEER COLOR: DARK

BRONZE 40

X7 FASCIA MBCI FACTORY

FINISH, COLOR:

MATCH (X3)

X8 SOFFIT MBCI FACTORY

FINISH, COLOR:

MATCH (X3)

NOTE: MANUFACTURES REFERANCED ARE INTENDED

TO ESTABLISH DESIGN INTENT ONLY, AND ARE NOT

INTENDED TO LIMIT SELECTIONS FROM OTHER

MANUFACTURES. WHEN ALTERNATE SELECTIONS ARE

SUBMITTED, SUBMITALSHALL INCLUDE COLOR SAMPLES

OF MATERIALS LISTED FOR COMPARISON. ALL

ALTERNATIVES FINISH SELECTIONS SHOULD BE

APPROVED BY THE CONTRACTING OFFICER.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

E N D

M

EN

T

M

A R C

H

0 2

AIR BARRIER TESTING IS NOT REQUIRED

W

2Q R

B0

2P la ns

-0

T.O. MASONRY

8' - 8"

A-301 6 A-301

VAULTED CONCRETE

TANK, SEE STRUCTURAL

DRAWINGS.

A-301

A-301

PAINTED 8" CMU WALL

CORRUGATED METAL DECK, SEE

STRUCTURAL

5" RIGID INSULATION (R-30 MIN.)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

STANDING SEAM METAL ROOF

PANELS (X3)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

WR GYPSUM BACKING BOARD,

TYPE-X, 5/8"

CONST. GALV. GYPSUM BD.

L-BEAD

SOFFIT CLIP ANGLE

SELF-ADHERING RUBBERIZED ASPHALT

SHEET MEMBRANE ADHERED DIRECTLY

TO UNDERLAYMENT

1/2" EXTERIOR GLASS MAT

GYPSUM UNDERLAYMENT

SPRAY POLYURETHANE

INSULATION FOR AIR

BARRIER

16 GA. BREAK METAL

FASTEN GYPSUM BD.

CONT. ANGLE1'

AX

CONT. P.T. 2"X6" WOOD

BLOCKING W/ CONT. P.T. 1/2"

PLYWOOD SHIM

PREFINISH METAL FASCIA

(X7), COVER ON 3/4" P.T.

PLYWOOD FASCIA BOARD

CONT. BENT METAL PLATE

SPRAY FOAM INSULATION

1/2" EXTERIOR GLASS MAT

GYPSUM SHEATHING UNDERLAYMENT

CORRUGATED METAL DECK, SEE

STRUCTURAL

5" RIGID INSULATION (R-30 MIN.)

STANDING SEAM METAL ROOF

PANELS (X3)

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

PREFINISHED METAL RIDGE

TRIM PER SSMR MFR. (X3)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

GROUTED SOLID,

COORDINATE W/ STRUCTURAL

PAINTED 8" CMU WALL

WR GYPSUM BACKING BOARD,

TYPE-X, 5/8"

CORRUGATED METAL DECK, SEE

STRUCTURAL

5" RIGID INSULATION (R-30 MIN.)

SPRAY POLYURETHANE

INSULATION FOR AIR BARRIER

6"x1/2"Ø ANCHOR J-BOLT

AT 2'-0" O.C. EMBEDDED

INTO BOND BEAM

16 GA. BREAK METAL

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

PAINTED 8" CMU WALL

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS)

OVERCAPILLARY WATER

BARRIER

PREFINISHED METAL FASCIA (X7)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8) WR GYPSUM BACKING BOARD,

TYPE-X, 5/8"

STANDING SEAM METAL ROOF 1/2"

EXTERIOR GLASS MAT GYPSUM

SHEATHING COVERBOARD, OVER 5"

RIGID INSULATION (R-30 MIN), OVER

SELF-ADHEARING RUBBERIZED

ASPHALT SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT, OVER METAL

DECK

8" SMOOTH FACE CMU TYP. (X2)

8" SMOOTH FACE CMU TYP. (X2)

FOUNDATION STEM

WALL, SEE STRUCTURAL

DRAWINGS

8" SPLIT-FACED CMU TYP.(X1)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

FOUNDATION STEM

WALL, SEE STRUCTURAL

DRAWINGS

2" RIGID INSULATION

EXTEND FROM SLAB TO

FOOTING

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB

ENDS) OVER CAPILLARY

WATER BARRIER

PAINTED 8" CMU WALL

BACKER ROD AND SEALANT

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

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IS

SU

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C O

N

TR

AC

T

N O

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AW

IN

G C

O D

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G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

AP

PR

RTA

FO

R

T C

AM

PB

EL

L, K

EN

TU

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KY

AU

TO

M

AT

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IN

FA

N

TR

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PL

AT

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O N

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AT

TL

E

C O

U R

SE

FO

R T

C

AM

PB

EL

L

FY

P

D

EC

W

2Q R

-2 0-

B-

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N O

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8-

-0

3/31/2020 11:37:46 AM

C:\Users\H2EDDIOC\Documents\456975_v2018_A_LAT_H2EDDIOC.rvt

A-301

LAT

BU

IL

D

IN

G C

R O

SS

S

EC

TI

O N

W

AL

L

SE

C

TI

O

N

D

ET

AI

LS

LA

TR

IN

E

BL

D

G . O

PT

IO

N D

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

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VI

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E, K

EN

TU

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KY

I.

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AB

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A

I.

C

AB

R

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A

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H

EN

R

Y

1/4" = 1'-0"A-101

5 BUILDING SECTION

1 1/2" = 1'-0"A-301

1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"A-301

2 ROOF RIDGE DETAIL

3" = 1'-0"A-301

3 BOND BEAM CONNECTION DETAIL

3/4" = 1'-0"A-301

6 WALL SECTION

1 1/2" = 1'-0"A-301

7 B.O. WALL/SLAB DETAIL

1 1/2" = 1'-0"A-301

8 MOW STRIP DETAIL

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

E N D

M

EN

T

M

A R C

H

0 2

AM

E N D

M

EN

T

M

A R C

H

0 2

2 2

W

2Q R

B0

2P la ns

-0

T.O. MASONRY

8' - 8"

A-301

STANDING SEAM METAL

ROOF PANELS (X3)

PREFINISHED METAL RIDGE

TRIM (X3)

4" 12"

C.J. C.J.

PREFINISHED METAL

FASCIA (X7)

FACTORY PRIMED

INSULATED METAL DOOR

(X6)

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

8" SMOOTH FACE CMU TYP. (X2)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2) PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

8" SPLIT-FACED CMU TYP.(X1)

C.J.

ALUMINUM WINDOW, DOUBLE HUNG

(X5)

BUILDING SIGN,

SEE SIGNAGE NOTES

ABB / A-401

7'

0"

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

A

6" BOLLARD

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

4" 12"

PREFINISHED METAL RIDGE

TRIM (X3)

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

20' - 0"

PREFINISHED METAL FASCIA (X7)

STANDING SEAM METAL

ROOF PANELS (X3)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

PREFINISHED METAL FASCIA (X7)

8" SMOOTH FACE CMU TYP. (X2)

C.J. C.J.

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

PREFINISHED METAL RIDGE

TRIM (X3)

4" 12"

20' - 0"

PREFINISHED METAL

FASCIA (X7)

STANDING SEAM METAL

ROOF PANELS (X3)

4" CONCRETE SLAB, SEE

CIVIL DRAWINGS

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

FACTORY PRIMED OVERHEAD

COILING DOOR, ALUMINUM (X11)

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

C.J. C.J.

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

4" 12"

PREFINISHED METAL RIDGE

TRIM (X3)

STANDING SEAM METAL

ROOF PANELS (X3)

PREFINISHED METAL

FASCIA (X7)

C.J.C.J.C.J.

ALUMINUM WINDOW,

DOUBLE HUNG (X5)

A

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

8" SMOOTH FACE CMU TYP. (X2)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

4" CONCRETE SLAB, SEE

CIVIL DRAWINGS

EXTERIOR LED LIGHTING, SEE

ELECTRICAL

6" BOLLARD

PTAC, SEE

MECHANICAL

DRAWINGS

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

AIR EXHAUST,

SEE

MECHANICAL

DRAWINGS

4" / 1'-0" 4" / 1'-0"

PREFINISHED METAL RIDGE

TRIM (X3)

PREFINISHED METAL RIDGE

TRIM (X3)

STANDING SEAM METAL

ROOF PANELS (X3)

4"

1' -0

4"

1' -0

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

D R

AW

IN

G C

O D

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

AP

PR

RTA

FO

R

T C

AM

PB

EL

L, K

EN

TU

C

KY

AU

TO

M

AT

ED

IN

FA

N

TR

Y

PL

AT

O

O N

B

AT

TL

E

C O

U R

SE

FO

R T

C

AM

PB

EL

L

FY

P

D

EC

W

2Q R

-2 0-

B-

SO

LI

C

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AT

IO

N

N O

R . H

AR

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F-

8-

-0

3/31/2020 11:30:03 AM

C:\Users\H2EDDIOC\Documents\456975_v2018_A_OPS_H2EDDIOC.rvt

A-201

OPS

BU

IL

D

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G E

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VA

TI

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N S

O

PE

R

AT

IO

N

S

ST

O R

AG

E

BL

D

G O

PT

IO

N E

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

I.

C

AB

R

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A

R .H

O O

E/ I.

C

AB

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H

EN

R

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1/4" = 1'-0"4 EAST ELEVATION

1/4" = 1'-0"3 NORTH ELEVATION

1/4" = 1'-0"1 SOUTH ELEVATION

1/4" = 1'-0"5 WEST ELEVATION

1/4" = 1'-0"2 ROOF PLAN

GENERAL NOTES - ELEVATIONS

1 SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREAVIATIONS, LEGENDS, SYMBOLS

AND DETAILS.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP DRAWINGS AND SHALL FIELD VERIFY EXACT

LOCATION & SIZE OF PENETRATIONS.

3 FOR BUILDING LOCATION, COORDINATE W/ CIVIL

DRAWINGS.

4 REFER TO SHEET OPS/A-501 & OPS/A-601 FOR DOOR

AND WINDOW SCHEDULES, ELEVATIONS AND DETAILS.

5 CURBS AND FLASHINGS SHALL BE PER THE ROOF

MANUFACTURER.

6 METAL BAR-TYPE SNOW GUARDS SHALL BE PROVIDED

AT ALL ROOF EAVES AND INSTALLED IN ACCORDANCE

WITH THE SNOW GUARD MANUFACTURER'S DESIGN,

SEE SPECIFICATION 07 61 14.

7 PROVIDE SMOOTH FACE BLOCK AT LIGHT FIXTURES

TO MOUNT FIXTURE TO SURFACE.

GENERAL NOTES - ROOF PLAN

1 CURBS, FLASHING & MOUNTING SHALL BE PER THE

ROOF MANUFACTURER.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP FOR EXACT LOCATION & SIZE OF ROOF

PENETRATIONS.

EXTERIOR FINISH SCHEDULE

MARK COMPONENT MANUF. COLOR

X1 SPLIT FACE CMU LEE BUFF

X2 SMOOTH FACES

CMU

LEE BUFF

X3 STANDING SEAM

METAL ROOF,

RIDGE CAP, AND

RIDGE VENT

MBCI FACTORY

FINISH, COLOR:

MEDIUM

BRONZE

X4 MISC TRIM, SNOW

GUARDS, LOUVER

VARIES FACTORY

FINISH, COLOR:

MATCH (X3)

X5 ALUMINUM

WINDOWS

KAWNEER COLOR: DARK

BRONZE 40

X6 PAINTED DOORS

AND FRAMES

KAWNEER COLOR: DARK

BRONZE 40

X7 FASCIA MBCI FACTORY

FINISH, COLOR:

MATCH (X3)

X8 SOFFIT MBCI FACTORY

FINISH, COLOR:

MATCH (X3)

X9 OVERHEAD

COILING DOORS

WAYNE FACTORY

FINISH, COLOR:

DARK BRONZE

NOTE: MANUFACTURES REFERANCED ARE INTENDED

TO ESTABLISH DESIGN INTENT ONLY, AND ARE NOT

INTENDED TO LIMIT SELECTIONS FROM OTHER

MANUFACTURES. WHEN ALTERNATE SELECTIONS ARE

SUBMITTED, SUBMITALSHALL INCLUDE COLOR

SAMPLES OF MATERIALS LISTED FOR COMPARISON.

ALL ALTERNATIVES FINISH SELECTIONS SHOULD BE

APPROVED BY THE CONTRACTING OFFICER.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

E N D

M

EN

T

M

A R C

H

0 2

AIR BARRIER TESTING IS NOT REQUIRED

W

2Q R

B0

2P la ns

-0

T.O. MASONRY

8' - 8"

A-301

A-301

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

5/8" GYPSUM BOARD OVER 1 5/8" METAL

STUDS @ 24" O.C. W/ 1 1/2"RIGID

INSULATION, OVER 8" SPLIT-FACE CMU

REINFORCED CONCRETE SLAB OVER

10 MIL VAPOR BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS) OVER

CAPILLARY WATER BARRIER

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

8" SMOOTH FACE CMU TYP.

(X2)

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

STANDING SEAM METAL ROOF 1/2"

EXTERIOR GLASS MAT GYPSUM

SHEATHING COVERBOARD, OVER 5"

RIGID INSULATION (R-30 MIN), OVER

SELF-ADHEARING RUBBERIZED

ASPHALT SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT, OVER METAL

DECK

ACOUSTIC CEILING TILE,

2X2 (ACT-2)

STRUCTURAL MEMBERS, SEE

STRUCTURAL DRAWINGS

A-301

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

PREFINISHED METAL

RIDGE TRIM PER

SSMR MFR. (X-)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

SPRAY FOAM INSULATION

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

STANDING SEAM METAL

ROOF PANELS (X3)

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

5" RIGID INSULATION (R-30

MIN.)

1-1/2" RIGID INSULATION

(R-9 MIN.)

STANDING SEAM METAL

ROOF PANELS (X3)

A-301

CORRUGATED METAL DECK,

SEE STRUCTURAL

SPRAY POLYURETHANE

INSULATION FOR AIR

BARRIER

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

1/2" EXTERIOR GLASS MATT

GYPSUM COVERBOARD

SOFFIT CLIP ANGLE

16 GA. BRAKE METAL

5/8" GYPSUM BOARD,

TYPE-X

METAL CLIP ANGLE

ENTIRE ROOM PERIMETER

CONTINUOS P.T. 2"X6" WOOD

BLOCKING W/ CONTINUOS P.T.

1/2" PLYWOOD SHIM

PREFINISH METAL FASCIA (X7),

COVER ON 3/4" P.T. PLYWOOD

FASCIA BOARD

1'

AX

CONT. BENT METAL PLATE

1-1/2" RIGID INSULATION

(R-9 MIN.)

5/8" GYPSUM BOARD,

TYPE-X

1-5/8" METAL RUNNER

CHANNEL

2" RIGID INSULATION

EXTEND FROM SLAB

TO FOOTING

REINFORCED

CONCRETE SLAB OVER

10 MIL VAPOR BARRIER

(TAPED EDGES

& WRAPPING UP SLAB

ENDS) OVER

CAPILLARY WATER

BARRIER

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

BACKER ROD AND

SEALANT

4" RUBBER BASE

MOULDING, ENTIRE

ROOM PERIMETER

8" CMU, GROUT SOLID

BELOW GRADE

4"

5/8" GYPSUM BOARD,

TYPE-X

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

6"x1/2"Ø ANCHOR J-BOLT AT

2'-0" O.C. EMBEDDED INTO

BOND BEAM

16 GA. BRAKE METAL

CONTINUOS ACT TRIM ANGLE

GROUTED SOLID, COORDINATE W/

STRUCTURAL

SPRAY POLYURETHANE

INSULATION FOR AIR

BARRIER

FLUID APPLIED AIR/VAPOR

BARRIER

ACOUSTIC CEILING TILE, 2X2 (C1)

1-1/2" RIGID INSULATION (R-9 MIN.)

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

3'

6"

3'

6"

6"6"

3'

6"

6"6"

1' - 6"1' - 6"

3'

6"

US Army Corps of Engineers ®

SHEET ID

U S

AR

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G

IN

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R

S

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B Y:

D

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N

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B

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SU

BM

IT

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D B

Y:

SI

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C H

EC

KE

D B

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AN

SI

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IS

SU

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E:

C O

N

TR

AC

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D R

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IN

G C

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E:

G

2 3 4 5 6 7 8 9 10

F

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PR

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-0

3/31/2020 11:33:27 AM

C:\Users\H2EDDIOC\Documents\456975_v2018_A_OPS_H2EDDIOC.rvt

A-301

OPS

BU

IL

D

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G C

R O

SS

S

EC

TI

O N

W

AL

L

SE

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N

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AI

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AT

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AG

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1/4" = 1'-0"5 BUILDING SECTION

3/4" = 1'-0"6 WALL SECTION

1 1/2" = 1'-0"2 ROOF RIDGE DETAIL

1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL

3" = 1'-0"3 BOND BEAM CONNECTION DETAIL

1 1/2" = 1'-0"8 MOW STRIP DETAIL

NOT TO SCALE7 TYPICAL BOLLARD DETAIL

ROUNDED CONCRETE

CAP

6" SCHEDULE 80 STEEL

PIPE, CONCRETE

FILLED. PRIME & PAINT

OSHA SAFETY YELLOW

CONCRETE FOOTING,

SEE CIVIL DRAWINGS

1/2" EXPANSION JOINT

CONCRETE SLAB,

SEE CIVIL DRAWINGS

ROUNDED CONCRETE

CAP

6" SCHEDULE 80 STEEL

PIPE, CONCRETE

FILLED. PRIME & PAINT

OSHA SAFETY YELLOW

CONCRETE FOOTING,

SEE STRUCTURAL

DRAWINGS, TYP.

1/2" EXPANSION

JOINT, TYP.

CONCRETE SLAB,

SEE STRUCTURAL

DRAWINGS

EXTERIOR BOLLARD INTERIOR BOLLARD

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

E N D

M

EN

T

M

A R C

H

0 2

AM

E N D

M

EN

T

M

A R C

H

0 2

W

2Q R

B0

2P la ns

-0

C.J.

STANDING SEAM METAL

ROOFING (X3)

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

PREFINISHED METAL

FASCIA (X7)

PREFINISHED METAL RIDGE

VENT (X3)

PREFINISHED METAL RIDGE

TRIM (X3)

4"

12"

C.J.

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

8" SMOOTH FACE

CMU TYP. (X2)

8" SMOOTH FACE

CMU TYP. (X2)

8" SPLIT-FACED CMU

TYP.(X1)

8" SPLIT-FACED CMU

TYP.(X1)

W1

METAL ROLLUP COUNTER

6" CONCRETE SLAB,

SEE STRUCTURAL

DRAWINGS

ELEC EQUIPMENT, SEE

ELECTRICAL DRAWINGS

LED LIGHTING, SEE

ELECTRICAL DRAWINGS

8" SMOOTH FACE

CMU TYP. (X2)

FACTORY PRIMED METAL

ROLL UP COUNTER

DOOR/WINDOW (X9)

PREFINISHED METAL RIDGE

VENT (X3)

STANDING SEAM METAL

ROOFING (X3)

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

PREFINISHED METAL

FASCIA (X7)

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

POST, SEE STRUCTURAL

DRAWINGS, (X6)

8" SMOOTH FACE CMU TYP.

(X2)

4"

12"

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

8"…

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