W912EP-16-R-0016_FNC_VOL_2_-_Drawings_04-20-2016.pdf

RFP W912EP-16-R-0016

US Army Corps of Engineers Jacksonville District

Department of Veterans Affairs – Renovate/Expand Adminstration Building Florida National Cemetery

Bushnell Sumter County, Florida

Construction Solicitation and Specifications Volume 2 of 2

20 April 2016

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

50 50

44 441

669 673

8"

13"

7"

12"

10"

15"

18"

8"

14"

6" 6"

7"

7" 6"

WU

+/- 364.7'

CU

CU

CU

CU

+/- 346.1'

- 3

.3

- 3

.6

CU

20"

34"

18"+18" TWIN"

36"

12"

26"

8" 6"

6" 7"

8"

8"

15" 7"

7"

7"

7+6"

6"

6"

15"

10"

7"

7"

7"

7"

12"

8"

7" 8" 14"

12"12"

7"

14"

7" 6"

6"

27"

24"

18"

13" 16"

18"

6"

9"

9" 8"

8"

12"

23"

33"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

10"

9"

7"

6"

25"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

16"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

8" 10"

6"

19" 7"

7"

18"

7"

18"

27"

10"

20"

25"

8" 8"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

21"

8"

10"

15"

32"

15"

63'

63'

63'

62'

64'

63'

63'

63'

64'

64'

64'

63'

62'

62'

63'

64'

65'

61'

61'

62'

63'

63'

64'

64'

65'

65'

63'

62'

61'

61'

67'

66'

62'

63'

64'

65'

64'

65'

63'

63'

64'

64'

65'

65'

64'

' 65

.24

.15

.14

.3'

.3'

.17

.03

.93

.89

.85

.92

.00

.3'

.25

.6'

.0'

.2'

.9'

.84

.4'

.3'

.2'

.2'

.3'

.83

.3'

.49

.6'

.0'

.6'

.91

.7'

.8'

.0'

.8'

.3'

.8'

.3'

.28

.5'

.2'

.56

.4'

.9'

.2'

.4'

.5'

.3'

.2'

.21

.9'

.4'

.4'

.59

.6'

.1'

.6'

.5'

.6'

.08

.02

.99

.4'

.4'

.69

.9'

.2'

.7'

.70

.90

.84

.66

.2'

.7'

.80

.1'

.5'

.71

.8'

.40

.43

.35

.8'

.6'

.93

.3'

.5'

.6'

.9'

.9'

.00

.98

.95

.5'

.95

.03

.9'

.21

.1'

.3'

.0'

.6'

.7'

.74

.7'

.4'

.70

.83

.21

.8'

.9'

.9'

.2'

.0'

.5'

.4'

.2'

.6'

.3'

.1'

.74

.48

.9'

.1'

.6'

.1'

.7'

.2'

.3'

.1'

.7'

.5'

.62

.80

.1'

.1'

.6'

.64

.9'

.5'

.3'

.1'

.6'

.1'

.8'

.60

.17

.8'

.4'

.2'

.8'

.0'

.4'

.9'

.0'

.2'

.6'

.0'

.54

.00

.3'

.7'

.4'

.5'

.2'

.6'

.7'

.9'

.3'

.39

.45

.0'

.8'

.0'

.2'

.8'

.6'

.7'

.7'

.21

.7'

.89

.40

.8'

.2'

.8'

.89

.8'

.0'

.05

.0'

25"

25"

25"

25"

TBM #1

SCIR 5/8" LB 6901

N: 1553430.29 E: 588084.74

ELEV=62.46' NAVD 88' DATUM

TBM #2

SCIR 5/8" LB 6901

N: 1553687.68 E: 588040.67

ELEV=63.03' NAVD 88' DATUM

APPROXIMATE NORTHERLY BOUNDARY LINE

PER O.R BOOK 314, PAGE 594

S.W 102ND AVE

WEST BOUND LANE

ASPHALT WIDTH +/- 24'

S .W

5T

H

TE

R R

A C

E

+/- 3.5' MULCH PATH

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

MAIN SIGN

TRANSFORMER PAD

1.5' WIDE BRICK

WALL (TYP.)

SEPTIC

TANK AREA

A/C

CONC WITH

WELL PUMP

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

N 89°15'36" W (D) 4300.00' (D)

AP

PR

O

XI

M

AT

E W

ES

TE

R

LY

R

IG

H T-

O F-

W

AY

O F

C .R

-B

PE

R

O .R

B O

O K

4, P

AG

E

ASPHALT CORTEGE

ACCESS TO SITE

ASPHALT LINE

UP AREA

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

2" B.F.P

GENERATOR PAD

CONC

TRASH

CAN PAD

ASPHALT

PARKING LOT

A/CA/C

STOP SIGN

DO NOT

ENTER

SIGN

CORTEGE

ASSEMBLY SIGN

1.0' WIDE CONC

CURB (TYP.)

CONC FLAG

BASE (TYP.)

CONC PAD

N °3 3' "E (D

.4

5( D

N °3 4' "E (F

.0 7'

(F

FCM 4X4

NO ID

FCM 4X4

PLS 2522

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

PARKING

SIGN

TRASH CAN ON

POST

BRICK PAVERS

CONC.

S/W

STO

N

E S/W S

TO

N

E S

/W

ROOF

DRAIN

ROOF DRAIN

TYPICAL

COLUMNS

TYPICAL

WU

8" WATER

3" WATER

4" WATER

APPROX.

LOCATION

OF

SEPTIC

FIELD

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

12"

7"

7" 6"

WU

S.W 102ND AVE

WEST BOUND LANE

ASPHALT WIDTH +/- 24'

S .W

85TH

TE

R R

A C

E

+/- 3.5' MULCH PATH

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

MAIN SIGN

TRANSFORMER PAD

1.5' WIDE BRICK

WALL (TYP.)

SEPTIC

TANK AREA

A/C

CONC WITH

WELL PUMP

CU

CU

CU

CU

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

18" R.C.P

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

2" B.F.P

GENERATOR PAD

ASPHALT PARKING LOT

A/CA/C

STOP SIGN

1.0' WIDE CONC

CURB (TYP.)

CONC FLAG

BASE (TYP.)

CONC PAD

18" R.C.P

TRASH CAN ON

POST

BRICK PAVERS

CONC.

S/W

STO

N

E S/W S

TO

N

E S

/W

ROOF

DRAIN

ROOF DRAIN

TYPICAL

18"+18" TWIN"

36"

33"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

10"

9"

7"

6"

25"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

16"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

8" 10"

6"

19" 7"

7"

18"

7"

18"

27"

10"

20"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

10"

15"

32"

15"

63'

63'

63'

64'

64'

64'

63'

62'

62'

63'

64'

65'

61'

64'

64'

65'

65'

63'

62'

61'

61'

67'

66'

62'

63'

64'

65'

64'

65'

63'

63'

64'

64'

65'

65'

64'

.17

.03

.93

.89

.85

.92

.00

.3'

.25

.9'

.84

.4'

.3'

.2'

.2'

.3'

.83

.3'

.6'

.91

.7'

.8'

.0'

.8'

.3'

.8'

.3'

.56

.4'

.9'

.2'

.4'

.5'

.3'

.2'

.21

.59

.6'

.1'

.6'

.5'

.6'

.08

.02

.69

.9'

.2'

.7'

.70

.90

.84

.80

.1'

.5'

.71

.8'

.40

.43

.93

.3'

.5'

.6'

.9'

.9'

.00

.98

.03

.9'

.21

.1'

.3'

.0'

.6'

.7'

.74

.21

.8'

.9'

.9'

.2'

.0'

.5'

.4'

.2'

.48

.9'

.1'

.6'

.1'

.7'

.2'

.3'

.1'

.80

.1'

.1'

.6'

.64

.9'

.5'

.3'

.1'

.17

.8'

.4'

.2'

.8'

.0'

.4'

.9'

.0'

.00

.3'

.7'

.4'

.5'

.2'

.6'

.45

.0'

.8'

.0'

.2'

.8'

25"

4" WATER

APPROX.

LOCATION

OF

SEPTIC

FIELD

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

CU

T T

7"

12"

TBM #1

SCIR 5/8" LB 6901

1553430.29 588084.74

ELEV=62.46' NAVD 88' DATUM

10"

15"

18"

8"

14"

6" 6"

7"

7" 6"

WU

S.W 102ND AVE

WEST BOUND LANE

ASPHALT WIDTH +/- 24'

S .W

85TH

TE

R R

A C

E

+/- 3.5' MULCH PATH

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

MAIN SIGN

TRANSFORMER PAD

1.5' WIDE BRICK

WALL (TYP.)

SEPTIC

TANK AREA

A/C

CONC WITH

WELL PUMP

CU

CU

CU

CU

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

18" R.C.P

AP

PR

O

XI

M

AT

E W

ES

TE

R

LY

R

IG

H T-

O F-

W

AY

O F

C .R

-B

PE

R

O .R

B O

O K

4, P

AG

E

ASPHALT CORTEGE ACCESS TO SITE

ASPHALT LINE UP AREA

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

2" B.F.P

GENERATOR PAD

CONC TRASH

CAN PAD

ASPHALT PARKING LOT

A/CA/C

STOP SIGN

DO NOT ENTER

SIGN

CORTEGE

ASSEMBLY SIGN

1.0' WIDE CONC

CURB (TYP.)

CONC FLAG

BASE (TYP.)

CONC PAD

CU

N °3 3' "E (D

.4

5( D

N °3 4' "E (F

.0 7'

(F

FCM 4X4

PLS 2522

18" R.C.P18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

PARKING

SIGN

TRASH CAN ON

POST

BRICK PAVERS

CONC.

S/W

STO

N

E S/W S

TO

N

E S

/W

ROOF

DRAIN

ROOF DRAIN

TYPICAL

18"+18" TWIN"

36"

12"

26"

8" 6"

6" 7"

8"

8"

15" 7"

7"

7"

7+6"

6"

6"

15"

10"

7"

7"

7"

7"

12"

8"

7" 8" 14"

12"12"

7"

14"

7" 6"

6"

27"

24"

18"

13" 16"

18"

6"

9"

9" 8"

8"

12"

23"

33"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

10"

9"

7"

6"

25"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

16"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

8" 10"

6"

19" 7"

7"

18"

7"

18"

27"

10"

20"

25"

8" 8"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

21"

8"

10"

15"

32"

15"

63'

63'

63'

62'

64'

63'

63'

63'

64'

64'

64'

63'

62'

62'

63'

64'

65'

61'

61'

62'

63'

63'

64'

64'

65'

65'

63'

62'

61'

61'

67'

66'

62'

63'

64'

65'

64'

65'

63'

63'

64'

64'

65'

65'

64'

' 65

.24

.15

.14

.3'

.3'

.17

.03

.93

.89

.85

.92

.00

.3'

.25

.6'

.0'

.2'

.9'

.84

.4'

.3'

.2'

.2'

.3'

.83

.3'

.49

.6'

.0'

.6'

.91

.7'

.8'

.0'

.8'

.3'

.8'

.3'

.28

.5'

.2'

.56

.4'

.9'

.2'

.4'

.5'

.3'

.2'

.21

.9'

.4'

.4'

.59

.6'

.1'

.6'

.5'

.6'

.08

.02

.99

.4'

.4'

.69

.9'

.2'

.7'

.70

.90

.84

.66

.2'

.7'

.80

.1'

.5'

.71

.8'

.40

.43

.35

.8'

.6'

.93

.3'

.5'

.6'

.9'

.9'

.00

.98

.95

.5'

.95

.03

.9'

.21

.1'

.3'

.0'

.6'

.7'

.74

.7'

.4'

.70

.83

.21

.8'

.9'

.9'

.2'

.0'

.5'

.4'

.2'

.6'

.3'

.1'

.74

.48

.9'

.1'

.6'

.1'

.7'

.2'

.3'

.1'

.7'

.5'

.62

.80

.1'

.1'

.6'

.64

.9'

.5'

.3'

.1'

.6'

.1'

.8'

.60

.17

.8'

.4'

.2'

.8'

.0'

.4'

.9'

.0'

.2'

.6'

.0'

.54

.00

.3'

.7'

.4'

.5'

.2'

.6'

.7'

.9'

.3'

.39

.45

.0'

.8'

.0'

.2'

.8'

.6'

.7'

.7'

.21

.7'

.89

.40

.8'

.2'

.8'

.89

.8'

.0'

.05

.0'

25"

25"

25"

* 25"

4" WATER

APPROX.

LOCATION

OF

SEPTIC

FIELD

2" B.F.P

APPROX.

LOCATION

OF

SEPTIC

FIELD

CU

WU

T T T T

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

7"

12"

SCIR 5/8" LB 6901

1553430.29 588084.74

ELEV=62.46' NAVD 88' DATUM

10"

15"

18"

8"

14"

6" 6"

7"

7" 6"

WU

S.W 102ND AVE

WEST BOUND LANE

ASPHALT WIDTH +/- 24'

S .W

85TH

TE

R R

A C

E

+/- 3.5' MULCH PATH

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

MAIN SIGN

TRANSFORMER PAD

1.5' WIDE BRICK

WALL (TYP.)

SEPTIC

TANK AREA

A/C

CONC WITH

WELL PUMP

CU

CU

CU

CU

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

18" R.C.P

AP

PR

O

XI

M

AT

E W

ES

TE

R

LY

R

IG

H T-

O F-

W

AY

O F

C .R

-B

PE

R

O .R

B O

O K

4, P

AG

E

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

2" B.F.P

GENERATOR PAD

CONC TRASH

CAN PAD

ASPHALT PARKING LOT

A/CA/C

STOP SIGN

DO NOT ENTER

SIGN

CORTEGE

ASSEMBLY SIGN

1.0' WIDE CONC

CURB (TYP.)

CONC FLAG

BASE (TYP.)

CONC PAD

CU

N °3 3' "E (D

.4

5( D

N °3 4' "E (F

.0 7'

(F

FCM 4X4

PLS 2522

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

PARKING

SIGN

TRASH CAN ON

POST

BRICK PAVERS

CONC.

S/W

STO

N

E S/W S

TO

N

E S

/W

ROOF

DRAIN

ROOF DRAIN

TYPICAL

18"+18" TWIN"

36"

12"

26"

8" 6"

6" 7"

8"

8"

15" 7"

7"

7"

7+6"

6"

6"

15"

10"

7"

7"

7"

7"

12"

8"

7" 8" 14"

12"12"

7"

14"

7" 6"

6"

27"

24"

18"

13" 16"

18"

6"

9"

9" 8"

8"

12"

23"

33"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

10"

9"

7"

6"

25"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

16"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

8" 10"

6"

19" 7"

7"

18"

7"

18"

27"

10"

20"

25"

8" 8"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

21"

8"

10"

15"

32"

15"

63'

63'

63'

62'

64'

63'

63'

63'

64'

64'

64'

63'

62'

62'

63'

64'

65'

61'

61'

62'

63'

63'

64'

64'

65'

65'

63'

62'

61'

61'

67'

66'

62'

63'

64'

65'

64'

65'

63'

63'

64'

64'

65'

65'

64'

' 65

.24

.15

.14

.3'

.3'

.17

.03

.93

.89

.85

.92

.00

.3'

.25

.6'

.0'

.2'

.9'

.84

.4'

.3'

.2'

.2'

.3'

.83

.3'

.49

.6'

.0'

.6'

.91

.7'

.8'

.0'

.8'

.3'

.8'

.3'

.28

.5'

.2'

.56

.4'

.9'

.2'

.4'

.5'

.3'

.2'

.21

.9'

.4'

.4'

.59

.6'

.1'

.6'

.5'

.6'

.08

.02

.99

.4'

.4'

.69

.9'

.2'

.7'

.70

.90

.84

.66

.2'

.7'

.80

.1'

.5'

.71

.8'

.40

.43

.35

.8'

.6'

.93

.3'

.5'

.6'

.9'

.9'

.00

.98

.95

.5'

.95

.03

.9'

.21

.1'

.3'

.0'

.6'

.7'

.74

.7'

.4'

.70

.21

.8'

.9'

.9'

.2'

.0'

.5'

.4'

.2'

.6'

.3'

.1'

.48

.9'

.1'

.6'

.1'

.7'

.2'

.3'

.1'

.7'

.5'

.80

.1'

.1'

.6'

.64

.9'

.5'

.3'

.1'

.6'

.1'

.8'

.17

.8'

.4'

.2'

.8'

.0'

.4'

.9'

.0'

.2'

.6'

.0'

.00

.3'

.7'

.4'

.5'

.2'

.6'

.7'

.9'

.3'

.45

.0'

.8'

.0'

.2'

.8'

.6'

.7'

.7'

.89

.40

.8'

.2'

.8'

.89

.8'

.0'

.05

.0'

25"

25"

25"

* 25"

4" WATER

APPROX.

LOCATION

OF

SEPTIC

FIELD

CEMETERY

EXIT

CEMETERY

EXIT

ONE WAY

NO ENTRANCE

CEMETERY

ENTRANCE

C C

5' MIN

45°'90°'

CONNECT TO

BUILDING WATER

SERVICE. SEE

PLUMBING PLANS

BACKFLOW PREVENTER

WITH CONCRETE PAD

2" AWWA C906 WATER SERVICE.

THIS SECTION OF WATER LINE TO

BE INSTALLED USING DIRECTIONAL

BORING IN ORDER TO PROTECT

TREES

CONNECT TO EXISTING WATER

SERVICE WITH 4"X 2" TAPPING

SLEEVE AND VALVE WITH VALVE

BOX, CAP EXISTING WATER

SERVICE

EXISTING 4" WATER SERVICE

EXISTING 3" WATER

SERVICE

BEGIN DIRECTIONAL

BORE

END DIRECTIONAL

BORE

D

D

E

CONNECTION TO TEMPORARY

RESTROOM TRAILER, CONTRACTOR

TO COORDINATE EXACT LOCATION

WITH TRAILER SUPPLIER

TEMPORARY 1" WATER

SERVICE ABOVE GRADE

TEMPORARY

BACKFLOW

PREVENTER

6" x 1" TAPPING

SLEEVE AND VALVE

1" x 1" TEE FOR TEMPORARY

CEMETERY OFFICE TRAILER,

CONTRACTOR TO COORDINATE

EXACT LOCATION WITH TRAILER

SUPPLIER

N °3 3' "E (D

.4

5( D

N °3 4' "E (F

.0 7'

(F

FCM 4X4

NO ID

NO BUSES OR

LARGE RV'S PAST

THIS POINT

DETOUR

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

CEMETERY

ENTRANCE

DO NOT ENTER

CONSTRUCTION

VEHICLES ONLY

ONE WAY

NO ENTRANCE

NO BUSES OR

LARGE RV'S PAST

THIS POINT

DETOUR

CEMETERY

EXIT

CEMETERY

EXIT

N °3 3' "E (D

.4

5( D

N °3 4' "E (F

.0 7'

(F

FCM 4X4

NO ID

NO BUSES OR

LARGE RV'S PAST

THIS POINT

DETOUR

8"

13"

7"

12"

SCIR 5/8" LB 6901

1553430.29 588084.74

ELEV=62.46' NAVD 88' DATUM

10"

15"

18"

8"

14"

6" 6"

7"

7" 6"

WU

S.W 102ND AVE

WEST BOUND LANE

ASPHALT WIDTH +/- 24'

S .W

85TH

TE

R R

A C

E

+/- 3.5' MULCH PATH

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

MAIN SIGN

TRANSFORMER PAD

1.5' WIDE BRICK

WALL (TYP.)

SEPTIC

TANK AREA

A/C

CONC WITH

WELL PUMP

CU

CU

CU

CU

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

18" R.C.P

AP

PR

O

XI

M

AT

E W

ES

TE

R

LY

R

IG

H T-

O F-

W

AY

O F

C .R

-B

PE

R

O .R

B O

O K

4, P

AG

E

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

2" B.F.P

GENERATOR PAD

CONC TRASH

CAN PAD

ASPHALT PARKING LOT

A/CA/C

STOP SIGN

DO NOT ENTER

SIGN

CORTEGE

ASSEMBLY SIGN

1.0' WIDE CONC

CURB (TYP.)

CONC FLAG

BASE (TYP.)

CONC PAD

CU

N °3 3' "E (D

.4

5( D

N °3 4' "E (F

.0 7'

(F

FCM 4X4

PLS 2522

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

18" R.C.P

PARKING

SIGN

TRASH CAN ON

POST

BRICK PAVERS

CONC.

S/W

STO

N

E S/W S

TO

N

E S

/W

ROOF

DRAIN

ROOF DRAIN

TYPICAL

18"+18" TWIN"

36"

12"

26"

8" 6"

6" 7"

8"

8"

15" 7"

7"

7"

7+6"

6"

6"

15"

10"

7"

7"

7"

7"

12"

8"

7" 8" 14"

12"12"

7"

14"

7" 6"

6"

27"

24"

18"

13" 16"

18"

6"

9"

9" 8"

8"

12"

23"

33"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

10"

9"

7"

6"

25"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

16"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

8" 10"

6"

19" 7"

7"

18"

7"

18"

27"

10"

20"

25"

8" 8"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

21"

8"

10"

15"

32"

15"

63'

63'

63'

62'

64'

63'

63'

63'

64'

64'

64'

63'

62'

62'

63'

64'

65'

61'

61'

62'

63'

63'

64'

64'

65'

65'

63'

62'

61'

61'

67'

66'

62'

63'

64'

65'

64'

65'

63'

63'

64'

64'

65'

65'

64'

' 65

.24

.15

.14

.3'

.3'

.17

.03

.93

.89

.85

.92

.00

.3'

.25

.6'

.0'

.2'

.9'

.84

.4'

.3'

.2'

.2'

.3'

.83

.3'

.49

.6'

.0'

.6'

.91

.7'

.8'

.0'

.8'

.3'

.8'

.3'

.28

.5'

.2'

.56

.4'

.9'

.2'

.4'

.5'

.3'

.2'

.21

.9'

.4'

.4'

.59

.6'

.1'

.6'

.5'

.6'

.08

.02

.99

.4'

.4'

.69

.9'

.2'

.7'

.70

.90

.84

.66

.2'

.7'

.80

.1'

.5'

.71

.8'

.40

.43

.35

.8'

.6'

.93

.3'

.5'

.6'

.9'

.9'

.00

.98

.95

.5'

.95

.03

.9'

.21

.1'

.3'

.0'

.6'

.7'

.74

.7'

.4'

.70

.21

.8'

.9'

.9'

.2'

.0'

.5'

.4'

.2'

.6'

.3'

.1'

.48

.9'

.1'

.6'

.1'

.7'

.2'

.3'

.1'

.7'

.5'

.80

.1'

.1'

.6'

.64

.9'

.5'

.3'

.1'

.6'

.1'

.8'

.17

.8'

.4'

.2'

.8'

.0'

.4'

.9'

.0'

.2'

.6'

.0'

.00

.3'

.7'

.4'

.5'

.2'

.6'

.7'

.9'

.3'

.45

.0'

.8'

.0'

.2'

.8'

.6'

.7'

.7'

.89

.40

.8'

.2'

.8'

.89

.8'

.0'

.05

.0'

25"

25"

25"

* 25"

CEMETERY

EXIT

CEMETERY

EXIT

ONE WAY

NO ENTRANCE

CEMETERY

ENTRANCE

4" WATER

APPROX.

LOCATION

OF

SEPTIC

FIELD

C C

D

D

E

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

CEMETERY

ENTRANCE

DO NOT ENTER

CONSTRUCTION

VEHICLES ONLY

ONE WAY

NO ENTRANCE

NO BUSES OR

LARGE RV'S PAST

THIS POINT

DETOUR

CEMETERY

EXIT

CEMETERY

EXIT

10"

16"

20"

34"

18"+18" TWIN"

8"

36" 19" 7"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

9"

7"

6"

25"

13"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

10"

6"

7"

18"

7"

18"

27"

10"

20"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

32"

15"

12"

7"

7" 6"

WU

CU

CU

CU

C

C C

C C

5' MIN

45°'90°'

PROVIDE OUTFALL

WITH RIPRAP

CONNECT TO

BUILDING WATER

SERVICE. SEE

PLUMBING PLANS

BACKFLOW PREVENTER

WITH CONCRETE PAD

2" AWWA C906 WATER SERVICE.

THIS SECTION OF WATER LINE TO

BE INSTALLED USING DIRECTIONAL

BORING IN ORDER TO PROTECT

TREES

CONNECT TO EXISTING WATER

SERVICE WITH 4"X 2" TAPPING

SLEEVE AND VALVE WITH VALVE

BOX. CAP EXISTING WATER

SERVICE. RELOCATION OF TAP

SUBJECT TO FIELD AND COR

VERIFICATION AND APPROVAL.

EXISTING 4" WATER SERVICE

EXISTING 3" WATER

SERVICE

INV 62.74

INV 62.80

COMMUNICATION

CONDUITS

ELECTRIC

CONDUITS

COMMUNICATION

HANDHOLE

CONNECT TO UTILITY TRANSFORMER

SEE ELECTRIC PLANS

CONNECT TO BUILDING ELECTRIC

SERVICE. SEE ELECTRIC PLANS

ELECTRIC

HANDHOLECONNECT TO EXISTING

GENERATOR, SEE ELECTRIC

PLANS

4" SOLID WALL

SCH. 40 PVC PIPE

BEGIN DIRECTIONAL

BORE

END DIRECTIONAL

BORE

D

D

E

CONNECTION TO TEMPORARY

RESTROOM TRAILER, CONTRACTOR

TO COORDINATE EXACT LOCATION

WITH TRAILER SUPPLIER

TEMPORARY 1" WATER

SERVICE ABOVE GRADE

TEMPORARY

BACKFLOW

PREVENTER

6" x 1" TAPPING

SLEEVE AND VALVE

1" x 1" TEE FOR TEMPORARY

CEMETERY OFFICE TRAILER,

CONTRACTOR TO COORDINATE

EXACT LOCATION WITH TRAILER

SUPPLIER

2,000 GAL SEPTIC TANK;

DOUBLE CHAMBER AND

COMMERCIAL OUTLET FILTER

1,050 GAL DOSING TANK

WITH DUPLEX LIFT STATION

ALTERNATIVELY DOSING

TO DRAINFIELD C ONLY

400 LF OF 2" HDPE PIPE FORCEMAIN

FROM DUPLEX LIFT STATION OF ADMIN

BUILDING SEPTIC TO DRAINFIELD C.

INSTALL ELECTROFUSION FITTINGS

ENCASED IN CONCRETE AT HDPE

CONNECTIONS TO PVC.

CONTINUING TO DRAINFIELD C,

REFER TO P.I.C. BUILDING CONTRACT

DRAWING FOR EXACT LOCATION

INSTALL WATER LINE ABOVE

SEWER WITH MINIMUM 18"

VERTICAL CLEARANCE

CLEANOUT

4" PERFORATED HDPE FOOTER

DRAIN WITH 1' OF #1 WASHED

STONE

CLEANOUT. TOP OF CLEANOUT

TO BE PAINTED GREEN

INV 62.31

8" HDPE

@ 1.0%

INV 62.25

SEE PLUMBING PLANS

FOR CONTINUATION

8" HDPE

@ 1.0%

YD-2

TOP 64.00

INV 62.50

YD-1

TOP 64.00

INV 62.50

INV OUT 62.40

8" HDPE @ 0.86%

8" HDPE

ES-1

MH-1

8" HDPE

MH-2

4" PERFORATED

HDPE FOOTER DRAIN

INV 61.25

SEE PLUMBING PLANS

FOR CONTINUATION

INSTALL USING

DIRECTIONAL BORING

4" HDPE

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

LEGEND

STORM DRAIN

WATER SERVICE PIPE

UNDERGROUND ELECTRIC

COMMUNICATION CONDUIT

ELECTRIC HANDHOLE

STORM DRAIN MANHOLE

STORM DRAIN CLEANOUT

DRAIN BASIN

C

UTILITY NOTES

D

E

KEYED NOTES

4-11-16

STORM SEWER PROFILE

VERT.=1'=4'

HORZ.=1"=20'

GENERAL NOTES

1. PVC SURFACE DRAINAGE INLETS AND MANHOLES SHALL INCLUDE THE DRAIN BASIN TYPE AS INDICATED ON THE

CONTRACT DRAWING AND REFERENCED WITHIN THE CONTRACT SPECIFICATIONS. THE DUCTILE IRON GRATES / COVERS FOR EACH OF THESE FITTINGS ARE TO BE CONSIDERED AN INTEGRAL PART OF THE SURFACE DRAINAGE INLET OR MANHOLE AND SHALL BE FURNISHED BY THE SAME MANUFACTURER. THE SURFACE DRAINAGE INLETS AND MANHOLES SHALL BE AS MANUFACTURED BY NYLOPLAST A DIVISION OF ADVANCED DRAINAGE SYSTEMS, INC., OR APPROVED EQUAL.

2. THE DRAIN BASINS REQUIRED FOR THIS CONTRACT SHALL BE MANUFACTURED FROM PVC PIPE STOCK, UTILIZING A THERMO-MOLDING PROCESS TO REFORM THE PIPE STOCK TO THE SPECIFIED CONFIGURATION. THE DRAINAGE PIPE CONNECTION STUBS SHALL BE MANUFACTURED FROM PVC PIPE STOCK AND FORMED TO PROVIDE A WATERTIGHT CONNECTION WITH THE SPECIFIED PIPE SYSTEM. THIS JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR JOINTS FOR DRAIN AND SEWER PLASTIC PIPE USING FLEXIBLE ELASTOMERIC SEALS. THE FLEXIBLE ELASTOMERIC SEALS SHALL CONFORM TO ASTM F477. THE PIPE BELL SPIGOT SHALL BE JOINED TO THE MAIN BODY OF THE DRAIN BASIN OR CATCH BASIN. THE RAW MATERIAL USED TO MANUFACTURE THE PIPE STOCK THAT IS USED TO MANUFACTURE THE MAIN BODY AND PIPE STUBS OF THE SURFACE DRAINAGE INLETS AND MANHOLES

SHALL CONFORM TO ASTM D1784 CELL CLASS 12454.

3. THE GRATES / COVERS FURNISHED FOR ALL SURFACE DRAINAGE INLETS AND MANHOLES SHALL BE DUCTILE IRON MADE SPECIFICALLY FOR EACH BASIN SO AS TO PROVIDE A ROUND BOTTOM FLANGE THAT CLOSELY MATCHES THE DIAMETER OF THE SURFACE DRAINAGE INLET OR MANHOLE. GRATES / COVERS FOR DRAIN BASINS SHALL BE CAPABLE OF SUPPORTING H-10 LOADING FOR PEDESTRIAN TRAFFIC. 12” AND 15” GRATES / COVERS WILL BE

HINGED TO THE FRAME USING PINS.

4. THE SPECIFIED PVC SURFACE DRAINAGE INLET OR MANHOLE SHALL BE INSTALLED USING CONVENTIONAL FLEXIBLE PIPE BACKFILL MATERIALS AND PROCEDURES. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 OR 2 MATERIAL AS DEFINED IN ASTM D2321. THE SURFACE DRAINAGE INLETS AND MANHOLES SHALL BE BEDDED AND BACK-FILLED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THE DRAIN BASIN BODY WILL BE CUT AT THE TIME OF THE FINAL GRADE SO AS TO MAINTAIN A ONE PIECE, LEAK PROOF STRUCTURE. NO BRICK, STONE OR CONCRETE BLOCK WILL BE USED TO SET THE GRATE / COVER TO THE FINAL GRADE HEIGHT. FOR H-20 LOAD RATED INSTALLATIONS, A CONCRETE RING WILL BE POURED UNDER AND AROUND THE GRATE / COVER AND FRAME. THE CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, AND OTHER APPLICABLE DESIGN FACTORS. FOR OTHER INSTALLATION CONSIDERATIONS SUCH AS MIGRATION OF FINES, GROUND WATER, AND

SOFT FOUNDATIONS REFER TO ASTM D2321 GUIDELINES.

CLEANOUT DETAIL SCALE: N.T.S.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II

MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE

DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

TOP SOIL

1' 6" SQUARE WITH GRATE

COVER, DUCTILE IRON

4" MIN ON 8" - 24"

6" MIN ON 30"

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

8"

6"

4" MIN

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

SEE PROFILE

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II

MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL

SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE

WITH ASTM D2321.

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 30" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

WATERTIGHT JOINT

(PVC)

(1, 2) INTEGRATED DUCTILE IRON

FRAME & COVER TO MATCH MANHOLE O.D.

1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2 - 8" & 10" SOLID COVERS FIT DIRECTLY ONTO MANHOLES WITH THE USE OF

A PVC BODY TOP.

3 - MANHOLES TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

5 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY;

NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.

PROVIDE 4"

CONCRETE PAD

VALVE BOX DETAIL SCALE: N.T.S.

VALVE BOX SHALL BE TYLER UNION

CAST IRON ADJUSTABLE SERVICE

BOX, OR APPROVED EQUAL

MANHOLE DETAIL (MH-1 AND MH-2) SCALE: N.T.S.

BACKFLOW PREVENTER DETAIL SCALE: N.T.S.

SCALE: N.T.S.SURFACE DRAINAGE INLET (YD-1 AND YD-2)

"DRAIN BASIN"

"DRAIN BASIN"

DOSING TANK DETAIL SCALE: N.T.S.

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

HDPE CONNECTIONS TO PVC SCALE: N.T.S.

4-11-16

10"

16"

20"

34"

18"+18" TWIN"

8"

36" 19" 7"

33"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

9"

7"

6"

25"

13"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

10"

6"

7"

18"

7"

18"

27"

10"

20"

6"

6"

7"

9"

12"

12"

10"

10"

8"

6"

10"

15"

32"

15"

12"

7"

7" 6"

WU

CU

CU

CU

CU

C C

C

D

D

E

CONTRACTOR STAGING AREA

TEMPORARY

RESTROOM

TRAILER

STAFF PARKING ONLY

VISITOR

PARKING

TEMPORARY CONSTRUCTION

ACCESS ROAD / SOIL TRACKING

PREVENTION DEVICE - SEE L-1.3

START 290 LF

FILTER LOG

ROCK BARRIER AREA

FOR DRAINS (TYP.)

START 424 LF

FILTER LOG

END FILTER

LOG

START 73 LF

FILTER LOG

END FILTER

LOG

END FILTER

LOG

6 LF

FILTER LOG

CONSTRUCTION

ACCESS

CONSTRUCTION

FENCING (TYP.)

TEMPORARY CEMETERY

OFFICE TRAILER

PROVIDE OUTFALL

WITH RIPRAP

LA=8' / W=8.5'

D50=6" / DMAX=9"

NSA NO. R-4

14" THICK BLANKET

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

LEGEND

STORM DRAIN

WATER SERVICE PIPE

UNDERGROUND ELECTRIC

COMMUNICATION CONDUIT

LIMIT OF WORK

CHAIN LINK CONSTRUCTION FENCE

CHAIN LINK CONSTRUCTION FENCE

W/ FABRIC BARRIER

TREE PROTECTION FENCE

FILTER LOG

ELECTRIC HANDHOLE

STORM DRAIN MANHOLE

STORM DRAIN CLEANOUT

DRAIN BASIN

ROCK BARRIER FOR AREA DRAINS

SOIL TRACKING PREVENTION DEVICE

CONSTRUCTION ACCESS ROAD

NOTES

C

D

E

4/11/16

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013

Figure V-5. Illustration of Fiber Log Barriers for Individual Lots

STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013

Figure V-13: Illustration of Rock Barriers around Area Drains

4/11/16

25"

8"

7"+8" TWIN"

64'

65'

65'

65'

.2'

.4'

.5'

.3'

.6'

.5'

.6'

.7'

.70

.71

.8'

.6'

.9'

.1'

.3'

.0'

ONE STORY

BRICK BUILDING

F.F. ELEV.= 64.8'

1.5' WIDE BRICK WALL (TYP.)

SEPTIC TANK

AREA

A/C

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

ONE STORY

BRICK BUILDING

F.F. ELEV.= 64.8'

2" B.F.P

A/CA/C

TRASH CAN ON POST

ROOF

DRAIN

ROOF DRAIN

COLUMNS TYPICAL

APPROX.

LOCATION

OF

SEPTIC

FIELD

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

4" WATER

APPROX.

LOCATION

OF

SEPTIC

FIELD

12"

7"

7" 6"

WU

S.W 102ND AVE

WEST BOUND LANE

ASPHALT WIDTH +/- 24'

S .W

85TH

TE

R R

A C

E

+/- 3.5' MULCH PATH

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

MAIN SIGN

TRANSFORMER PAD

1.5' WIDE BRICK

WALL (TYP.)

SEPTIC

TANK AREA

A/C

CONC WITH

WELL PUMP

CU

CU

CU

CU

ONE STORY

BRICK BUILDING

F.F. ELEV.=64.8'

18" R.C.P

ONE STORY

BRICK BUILDING

F.F ELEV.= 64.8'

2" B.F.P

GENERATOR PAD

ASPHALT PARKING LOT

A/CA/C

STOP SIGN

1.0' WIDE CONC

CURB (TYP.)

CONC FLAG

BASE (TYP.)

CONC PAD

18" R.C.P

TRASH CAN ON

POST

BRICK PAVERS

CONC.

S/W

STO

N

E S/W S

TO

N

E S

/W

ROOF

DRAIN

ROOF DRAIN

TYPICAL

18"+18" TWIN"

36"

30"

31"

27"

25"

27"

26"

25"

33"

22"+23" TWIN"

8"

10"

9"

7"

6"

25"

7"

10" 11"

12"

8"

14"

10"

17"+22" TWIN"

6"

23"

8"

13"

16"

8"

8"

19"

7"+8" TWIN"

8"

30"

14"

14" 8"

8" 10"

6"

19" 7"

7"

18"

7"

18"

27"

10"6"

7"

9"

12"

12"

10"

10"

15"

32"

15"

63'

63'

63'

64'

64'

64'

63'

62'

62'

63'

64'

65'

64'

64'

65'

65'

63'

62'

61'

61'

62'

63'

64'

64'

65'

63'

63'

64'

64'

65'

65'

64'

.15

.17

.03

.93

.89

.85

.92

.00

.3'

.25

.9'

.84

.4'

.3'

.2'

.2'

.3'

.83

.3'

.6'

.91

.7'

.8'

.0'

.8'

.3'

.8'

.3'

.56

.4'

.9'

.2'

.4'

.5'

.3'

.2'

.21

.59

.6'

.1'

.6'

.5'

.6'

.08

.02

.69

.9'

.2'

.7'

.70

.90

.84

.80

.1'

.5'

.71

.8'

.40

.43

.93

.3'

.5'

.6'

.9'

.9'

.00

.98

.03

.9'

.21

.1'

.3'

.0'

.6'

.7'

.74

.21

.8'

.9'

.9'

.2'

.0'

.5'

.4'

.2'

.48

.9'

.1'

.6'

.1'

.7'

.2'

.3'

.1'

.80

.1'

.1'

.6'

.64

.9'

.5'

.3'

.1'

.17

.8'

.4'

.2'

.8'

.0'

.4'

.9'

.0'

.00

.3'

.7'

.4'

.5'

.2'

.6'

.45

.0'

.8'

.0'

.2'

.8'

25"

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

Ceiling Symbols:

Exhaust Register

Supply Diffuser

2x2 Light Fixture

Recessed Can Light

Refer to MEP Drawings for Additional Information/Coordination *all fixtures to be mental health compliant.

Drawing Symbols:

XX

XX

XX

.X

N

Partition Type

Key Note

Column Centerline

Room Tag

Door and Door Tag

North Arrow

Equipment/Furniture Tag

Plan, Blow-up Detail

X - XX

Finish TagFinish Type Finish Number

Callouts:

Sections:Elevation:

Materials:

Concrete

GWB

Brick

Rigid Insulation

Plywood

Fiberglass Batt. Insulation

Drawing Abbreviations:

ACT, AT

AFF

Approx

A :

B.M.

Blkg Bot Bsmt B.U.R.

BL

B :

Concrete Color Code

Card Reader Corner Guard Control Joint Center Line

Ceiling Concrete Masonry Unit

Column Concrete

Continuous Carpet Module Tile

Crash Rail Ceramic Tile

Clean Out

C :

D Dia

DFP

Dim

DS

Dwgs

D :

Each Expansion Joint

Elevation Epoxy Resin Flooring

Existing To Remain Exposed to deck above, Expansion

Exterior Existing

E :

Floor Drain Fire Extinguisher Cabinet

Floor Finish Finish

Foot

F :

Ga Galv Gt

GWB

G.C.

GV

G :

HM

Hor

HP

Ht

HR

H :

IBC

ID

Insul Int

ICRA

I :

Jct Jt

JSN

J :

Kp Kpd

K :

Lav

LP

LVT

L :

Mas Matl Max

MEP

Mfg Min

MIP

Misc

MO

Mtl

M :

NA

NIC

Nom

NTS

N :

OC

OD

OFCI

OFOI

Opng

O :

P

PL

PCF

Plywd

PP

PSF

PSI

PT

PPE

P :

R Rad

RCP

RD

Ref Reqd Res Rm

RO

RB

RT

RES-W

R :

S

SC

Sched Sect Shwr Sim Spec Sq

SS

S.S.

Std Stl

SVT

Sys

SRF

S :

T

TOC

TO

TOB

TOC

TOF

TP

TT

Typ

(t) Temp.

T :

UNO

U :

Var

VB

VCT

Vert

VWC

VA

VT

VTR

V :

W/ W/C W/O W

WC

Wd

WF

WP

WWF

WG

WSF

WR

WB

W :

Room name

F Fire Alarm Pull Station. See Electrical Plans.

S Smoke Detector - Ceiling Mounted. (See Electrical Plans)

Ceiling Mounted Emergency Exit Sign.

FEC Fire Extinguisher Cabinet

Acoustical ceiling tile Above finished floor

Approximate

Bench Mark Blocking

Bottom Basement

Built Up Roofing Borrowed Light

C

CC

CDR

CG

CJ

CL

Clg

CMU

Col Con Cont

CPT

CR

CT

CO

Depth Diameter

Door Frame Protection Dimension Downspout

Drawings

Ea

EJ

El

ERF

ETR

Exp Ext

(e) Exist

FD

FEC

FF

Fin Ft

Garage Galvanized

Grout Gypsum Wall Board General Contractor

Gable Vent

Hollow Metal Horizontal High Point

Height Hand Rail

International Building Code Inside Dimension

Insulation Interior

Infection Control Risk Assessment

Junction Joint

Joint Schedule Number

Kickplate Keypad

Lavatory Low Point

Luxury Vinyl Tile

Masonry Material

Maximum Mechanical, Electrical and Plumbing

Manufacturer Minimum

Metal Insulated Panel Miscellaneous

Masonry Opening Metal

Not Available Not In Contact

Nominal Not To Scale

On Center Outside Diameter

Owner Furnished, Contractor Installed Owner Furnished, Owner Installed

Opening

Paint Plastic Laminate

Pounds per Cubic Feet Plywood

Push Plate Pounds per Square Foot Pounds per Square Inch

Porcelain Tile Personal Protective Equipment

Riser Radius

Reflected Ceiling Plan Roof Drain Reference Required

Resinous Epoxy Room

Rough Opening Rubber Base

Rubber Tread Resinous Panel

Spandrel Sealed Concrete

Schedule Section Shower Similar

Specification Square

Solid Surface Stainless Steel

Standard Steel

Solid Vinyl Tile System

Sheet Resilient Flooring

Tread Top of Curb

Top of Top of Beam

Top of Concrete Top of Footing

Toilet Partitions Terrazo Tile

Typical Temporary

Unless Noted Otherwise

Varies Vinyl Cove Base

Vinyl Composition Tile Vertical

Vinyl Wall Covering Department of Veterans Affairs

Vinyl Tile Vent Through Roof

With Wheel Chair

Without Width

Wall Covering, Water Closet Wood

Wide Flange Work Point

Welded Wire Fabric Wall Guard

Welded Sheet Flooring Welded Rod Wood Base

Surface Mounted Light Fixture

Push Button For Automatic Door OperatorsH

Card Reader For Door AssemblyCR

Return Register

Partitions and doors to be removed in their entirety.

(Partition to be removed to be flush with surrounding area)

Heat Detector - Ceiling Mounted (See Electrical Drawings)

A101

Ref View Name

Exterior Elevation

Interior Elevation

A101

SIM

A0000

1i

XX

XX

XX

.X

Wall Mounted Emergency Exit Sign.

NOTE: Some Symbols may differ on drawings of different trades. Refer to legends of all trades.

NOTE: Some Symbols may differ on drawings of different trades. Refer to legends of all trades.

1 Demolition Key Note

2x4 Light Fixture

HD

OS Occupancy Sensor - Ceiling Mounted (See Electrical Drawings)

HS

H

Ceiling Mounted Horn Strobe

S Ceiling Mounted Strobe

S Wall Mounted Horn Strobe

Surface Mounted Exterior Light Fixture

H

S Wall Mounted Horn Strobe

Window Type

Ref

1R ef 1 R ef

Ref

A101

NOTE: Some Symbols may differ on drawings of different trades. Refer to legends of all trades.

Earth x

Floor Drain or Floor Clean Out

B

A

C

D

E

F

987654321

B

A

C

D

E

F

987654321 th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a r t e r in c h o n e f o o t o n e e ig h t h i n c h o n e f o o t

VA FORM 08-6231

etaD:snoisiveR

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title rebmuN tcejorPeltiT tcejorP

Building Number

Drawing NumberLocation nwarDdekcehCetaD

Approved: Project Director

Dwg. of 76

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

EMO DCB

BID DOCUMENTS

FL No. AR 97489

A-0.1 Florida National Cemetery, Bushnell, FL 33513

Renovate / Expand Administration Building

Symbols, Notes & Abbreviations

General Notes

W912EP-16-R-0016

MARCH 16, 2016

1. Prior to commencement of work, contractor and all sub-contractors shall visit the site and shall thoroughly acquaint themselves with all conditions which may affect the work. The contractor shall verify all dimensions and existing field conditions. All discrepancies discovered shall be brought to the attention of the CO for consideration and resolution before ordering materials or proceeding with the work.

2. All work shall be performed in accordance with the drawings and specifications for this project and in accordance with all applicable codes, regulations and requirements.

3. The contractor shall confine the storage of all construction materials, tools and equipment, including vehicles, to areas designated by the CO.

4. The contractor shall provide material safety data sheets for all chemicals used at the site for the review. This documentation must be kept on site and readily accessible at all times during the project.

5. Required demolition work shall not be limited to that portion shown on plans alone but shall include all necessary work as assessed by the contractor and sub-contractors required to complete new work outlined in plans and specifications.

6. Contractor shall provide all required demolition work indicated in these drawings. The scheduling of demolition work shall be coordinated with the CO prior to performing the work.

7. All debris shall be transported from the site and properly disposed of in suitably permitted landfills by the respective prime contractors unless otherwise specified.

8. Contractor shall thoroughly clean the project site at the end of each working day.

9. Contractor shall limit all noisy work to before 9:30am and after 3:30 PM for all working hours during weekdays.

10. NO delivery to the work site between 9:30am and 3:30pm to reduce disturbances for the ongoing committal services

11. All new partitions,column furring and chase framing, unless otherwise detailed, shall be of a thickness to adequately cover piping, conduits, and other items intended to be concealed.

12. Any utility lines/pipes, equipment, portions of the existing building, finishes, or any other item damaged during demolition or construction work shall be repaired or replaced per the CO, architect's, and engineer's direction at the general contractor's expense.

13. The contractor shall restore, correct and repair all incidental damage done to the building during the course of construction. Any existing or new finishes damaged or disturbed during construction shall be patched to match existing unless indicated otherwise. Any pre-existing and new penetrations in rated partitions in the project area shall be sealed per VA requirements regardless of whether made by this project or never brought up to compliance in the existing construction.

14. All surfaces to be finished shall be adequately and appropriately prepared to receive said finish by the contractor applying that finish, unless indicated otherwise.

15. All sides of new doors and their frames shall be finished even if the room on one side is not scheduled to be refinished. Top and bottom edges shall be finished to match sides and panel face.

16. The contractor shall maintain the fire resistance ratings of rated partitions/walls for the full height of the partitions/ walls including at recessed components.

17. Steel lintels shall be provided by the general contractor at all new openings in masonry walls as specified by structural engineer of record (See Structural Drawings).

18. Non-combustible wood blocking shall be provided by the general contractor where required to support wall and ceiling mounted items.

19. Contractor shall provide blocking, framing, struts and straps as required to secure all cabinets, equipment, shelving, wall mounted accessories, etc. for the project. Contractor shall also provide all blocking, framing, struts, straps, supports, etc. required for all equipment to be installed by the Owner. Contractor shall coordinate these requirements with the Owner a minimum of 15 days prior to closure of walls on each project phase.

20. Contractor To Notify Utility Shutdowns To The CO 15 Days Prior To Shutdown.

21. Coordination of any additional equipment provided by or relocated by the Equipment

Manufacturer or contractors shall be coordinated by the GC with the CO.

22. The General Contractor and all Sub-Contractors are to bid and construct their portion of the project utilizing the entire set of these drawings as listed in the drawing index. Any discrepancies shall be brought to the attention of the CO in writing.

23. Interior Signage to be by the by G.C. as per specifications.

24. Temporary interior and exterior signage by G.C. as per specifications.

25. GC to provide a CPM schedule to the CO for approval prior to commencement of work.

COVERED AREA

STAFF ENTRY

Bu ilt

-In C re de nz a

Window Sills 36" AFF

PUBLIC ENTRANCE

S

S

S

S

S

S

S

HD

S

S

SS OS

HD

HD

HD

HS

S

S

HS

HS

S

S

HS

S

S

S

OS

S

S

HS

Travel Distance = 89'-6"

Travel Distance = 57'-6"

Travel Distance = 43'-6"

Travel Distance = 54'-0"

FEC

FEC

FE

C

C om m on

T ra ve l D is ta nc e

0' -6

314 SF

Director

101 120 SF

Administration Officer

125 SF

Assistant Director A

126 SF

Assitant Director B

129 SF

Public Affairs

129 SF

Human Resources

125 SF

Cemetery Rep.

Supervisor

386 SF

Corridor A

56 SF

HVAC Room

67 SF

File Room

68 SF

Men's Restroom

68 SF

Women's Restroom

176 SF

Corridor B

279 SF

Lobby

87 SF

Reception

314 SF

Multi-Purpose

66 SF

Cubicle 6

67 SF

Cubicle 7

67 SF

Cubicle 8

67 SF

Cubicle 9

67 SF

Cubicle 10

67 SF

Cubicle 11

67 SF

Cubicle 12

67 SF

Cubicle 1

67 SF

Cubicle 2

67 SF

Cubicle 3

67 SF

Cubicle 4

67 SF

Cubicle 5

561 SF

General Office Circulation

306 SF

Operational Center

40 SF

IT Room

7 SF

Urn Closet

8 SF

Uniform Closet

22 SF

Electrical

66 SF

Mechanical

256 SF

Break Room

28 SF

HAC

45/360

15/180

16/180

+/- 13'-3"

+/-5'-9"

HS

F

F

F

F

H

S

H S

HS

S

S

H

S HS

S

Draft stop in attic space from ceiling to deck. Align with truss layout - 1 layer of 5/8" Type X GWB (Tape and Spackle)

Desk

19 CONCENTRATED OCCUPANTS

11 CONCENTRATED OCCUPANTS

NFPA 101 LIFE SAFETY CODE - 2012 EDITION

OCCUPANCY CLASSIFICATION - (6.1.11) BUSINESS

7.3.4.1 (2) MEANS OF EGRESS MINIMUM WIDTH

NOT LESS THAN 36"

38.2.4.1 (3) MEANS OF EGRESS REQUIREMENTS

NUMBER OF EXITS 2 MIN.

TABLE 7.3.3.1 CAPACITY FACTORS

WIDTH / PERSON = 0.2"

36" WIDE DOOR HAS 180 PERSON EXIT CAPACITY.

TABLE A.7.6 TRAVEL DISTANCE TO EXITS

BUSINESS AND UNPROTECTED

COMMON PATH = 75 FEET

DEAD-END LIMIT= 20 FEET

TRAVEL DISTANCE LIMIT = 200 FEET

Unconcentrated Business 4,510/100 per s.f.= 46 Occupants

OCCUPANT LOAD

Building Occupant Load = 76 persons

Lobby - Concentrated 160 net/15 per s.f.= 11 Occupants Mulit-Purpose - Concentrated 280 net/15 per s.f.= 19 Occupants

Total Occupants 76 Occupants

NFPA 101 LIFE SAFETY CODE (2012)

OCCUPANCY CLASSIFICATION BUSINESS (6.1.11)

MINIMUM CONSTRUCTION REQUIREMENTS 38.1.6 - (No Requirements)

OCCUPANT LOAD -- PERSONS - 49

MEANS OF EGRESS REQUIREMENTS (38.2)

NUMBER OF MEANS OF EGRESS (38.2.4.1 (2))= NUMBER OF EXITS 2 MIN. - 3 PROVIDED

CAPACITY OF MEANS OF EGRESS = 67 PEOPLE PER EXIT 44 IN. MIN WIDTH - 60" MIN. PROVIDED

DEAD-END CORRIDORS (38.2.5.2.2) = 20'-0"

TRAVEL DISTANCE BETWEEN ANY POINT TO AN EXIT (38.2.6.2) = 200-0"

COMMON PATH OF TRAVEL (38.2.5.3.3) = 75-0"

CAPACITY OF MEANS OF EGRESS (38.2.3.2) = MIN. WIDTH - 44"

FLOOR DESIGN INFORMATION:

NEW BUSINESS OCCUPANCY

4.6.10 GENERAL - CONSTRUCTION, REPAIR, & IMPROVEMENT OPERATIONS.

4.6.10.1 BUILDINGS OR PORTIONS OF BUILDINGS SHALL BE PERMITTED TO BE OCCUPIED DURING

CONSTRUCTION ONLY WHERE REQUIRED MEANS OF EGRESS AND REQUIRED FIRE PROTECTION

FEATURES ARE IN PLACE AND CONTINUOUSLY MAINTAINED FOR THE PORTION OCCUPIED, OR

WHERE ALTERNATIVE LIFE SAFETY MEASURES ACCEPTABLE TO THE AUTHORITY HAVING

JURISDICTION ARE IN PLACE.

38.2.2 MEANS OF EGRESS

GENERAL NOTES:

1. PROVIDE FIRE SEALING, FIRESTOPPING, & FIRE CAULKING AS REQUIRED ALONG 1 HOUR

RATED PARTITIONS AS SHOWN.

2. EXISTING SMOKE BARRIERS. ENSURE ALL PENETRATIONS ARE FIRESTOPPED/FIRE CAULKED

TO PREVENT THE TRANSFER OF SMOKE.

3. PROVIDE MECHANICAL DUCT FIRE DAMPERS ON ELECTRONIC FUSIBLE LINK AT ALL RATED

WALL PENETRATIONS.

38.2.3. CAPACITY OF MEANS OF EGRESS.

SHALL BE IN ACCORDANCE WITH SECTION 7.3.

TABLE 7.3.1.2 OCCUPANT LOAD FACTOR.

Business = 4,510/100 per s.f.= 46 Occupants Lobby - Less Concentrated = 160 net/15 per s.f.= 11 Occupants Mulit-Purpose - Less Concentrated = 280 net/15 per s.f.= 19 Occupants

18.2.4 NUMBER OF EXITS:

38.2.4.1 (2) NOT LESS THAN 2 EXITS

38.2.4.1 (3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE ACCESSIBLE FROM EVERY

PART OF EVERY STORY.

38.2.5 ARRANGEMENT OF MEANS OF EGRESS:

38.2.5.1 GENERAL - SHALL COMPLY W/ SECTION 7.5

7.5.1.1 EXITS SHALL BE LOCATED & EXIT ACCESS SHALL BE ARRANGED SO THAT EXITS ARE

READILY ACCESSIBLE AT ALL TIMES.

7.5.1.1.2 EXIT ACCESS CORRIDORS SHALL PROVIDE ACCESS TO NOT LESS THAN 2

APPROVED EXITS.

7.5.1.1.4 COMMON PATH OF TRAVEL SHALL BE PERMITTED BUT SHALL NOT EXCEED THE

LIMIT SPECIFIED.

7.5.1.2 CORRIDORS SHALL PROVIDE EXIT ACCESS W/OUT PASSING THROUGH ANY

INTERVENING ROOMS OTHER THAN CORRIDORS, LOBBIES AND OTHER SPACES

PERMITTED TO BE OPEN TO CORRIDOR.

7.5.1.2.2 CORRIDORS THAT ARE NOT REQUIRED TO BE FIRE RESISTANCE RATED SHALL BE

PERMITTED TO DISCHARGE INTO OPEN FLOOR PLAN AREAS.

38.2.5.2 .2 DEAD-END CORRIDORS SHALL NOT EXCEED 20 FT.

38.2.7 DISCHARGE FROM AN EXIT SHALL COMPLY WITH SECTION 7.7

38.2.6.2 TRAVEL DISTANCE BETWEEN ANY POINT TO AN EXIT ACCESS AND AN EXIT SHALL NOT EXCEED

200 FT.

38.3.6.1 (2) NO FIRE RESISTANCE RATING SHALL BE REQUIRED FOR CORRIDOR WALLS.

38.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE PERMITTED.

Life Safety Symbols Legend

1-Hour Rated Partition

N

B

A

C

D

E

F

987654321

B

A

C

D

E

F

987654321 th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a r t e r in c h o n e f o o t o n e e ig h t h i n c h o n e f o o t

VA FORM 08-6231

etaD:snoisiveR

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title rebmuN tcejorPeltiT tcejorP

Building Number

Drawing NumberLocation nwarDdekcehCetaD

Approved: Project Director

Dwg. of 76

NATIONAL

CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

BID DOCUMENTS

EMO DCB

FL No. AR 97489

A-0.2 Florida National Cemetery, Bushnell, FL 33513

Renovate / Expand Administration BuildingLife Safety Plan

1/4" = 1'-0"1 Floor Plan - Life Safety

W912EP-16-R-0016

MARCH 16, 2016

Using the following table, identify the type of construction project activity (Type A-D) Step One

Control Risk Assessment Matrix of Precautions for Construction and Renovation

Ty pe

A

Inspection and non-invasive activities, including, but not limited to:

A. Removal of ceiling tiles for visual inspection (1 tile per 50 square feet) B. Painting (But not sanding) C. Wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than visual inspection.

Ty pe

B

Small scale, short duration activities, including, but not limited to:

A. Installation of telephone and computer cabling B. Access to chase spaces C. Cutting of walls or ceiling where dust migration can be controlled

Ty pe

C

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building component or assemblies, including but not limited to:

A. Sanding of walls for painting or wall coverings B. Removal of floor coverings, ceiling tiles, and casework C. New wall construction D. Minor duct work or electrical work above ceilings E. Major cabling activities F. Any type A, B, or C activity that cannot be completed within a single work shift.

Ty pe

D

Major demolition and construction projects, including, but not limited to:

A. Activities requiring heavy demolition or removal of complete cabling system B. New construction C. Activities which require consecutive work shifts

Step Two

Using the following table, identify the risk groups that will be affected. If more than one group will be affected, select the higher group.

Risk Group: Low Risk

- Office

Step Three

Determine the level of control classification necessary for the work by matching the construction activity with designated risk group in the matrix below. Provide the associated infection control procedures. Note each construction renovation project has several different levels depending on the location and type of activity.

See description of required infection control precautions by class chart for Class I-IV precautions.

Risk Group

Low Risk Group

Medium Risk Group

High Risk Group

Highest Risk Group

Construction Project Type

Type A

Class I

Class I

Class I

Class II

Type B

Class II

Class II

Class II

Class III, IV

Type C

Class III

Class III

Class III, IV

Class III, IV

Type D

Class III, IV

Class IV

Class IV

Class IV

Control Risk Groups

Project Classification:

Type D, Class IV

Description of Required Infection Control Precautions by Class

Class During Construction Project Upon Completion of Project

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers I.E. sheetrock, plywood, plastic, to seal area from non work area of implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

1. Do not remove barriers from work area until completed project is inspected by Cemetery CO.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant.

5. Remove isolation of HVAC system in areas where work is being performed.C la ss

II

I

Low Risk

• Office Areas

Notes

1. Minimum exhaust rate to be based on 4 air changes per hour with a minimum exhaust rate of 2,000 CFM

General Requirements

1. Contractor to comply with ICRA requirements for work in buildings throughout demolition and construction.

2. Provide partitions, as required, along the perimeter between area of work and existing area to remain. Partitions to be from floor to underside of deck above and sealed along perimeter to prevent migration of dust and dirt.

3. Maintain negative air pressure within area of work for duration of demolition and construction activities.

4. Building will be continuously occupied during construction duration. Maintain access to all exits.

5. Provide sticky walk off mats on both sides of construction doors and replace daily.

6. Construction partitions/setup to be done during off hours.

7. All floor or underside of deck holes exposed or created during demolition/construction will be sealed immediately.

8. As the perimeter floor edge is exposed, any opening at the slab exterior wall shall be sealed immediately.

9. Provide sweeps and vertical astragals on all construction doors.

10. Ensure all existing partitions being used as a construction barrier are made to comply with construction assembly as per details.

Bottom of Exist. Structure

Fire sealant both sides at smoke & fire rated partitions

WORK/PROJECT AREA

EXISTING ROOM

Existing Ceiling or as scheduled

(1) hour fire rated construction barrier partition; UL 419. Modify Exist. as required.

Floor elevation

Existing Ceiling

Floor finish as scheduled

Existing base or as scheduled

Existing Partition

Extend metal 3-5/8" Studs at 16" OC and 5/8" type X drywall as needed

Provide UL fire rated penetration fireproofing around penetrations through smoke & fire rated partitions. All new piping should be capped at both ends (fire rated/proof cap) until final connections are made . Refer to UL Listings for complete Assembly Requirements and submit to CO for final Approval.

Bottom of Exist. Structure

Contractor to verify and seal voids both sides at smoke & fire rated partitions

Floor elevation

Existing Wall

Provide UL fire rated penetration fireproofing around penetrations through smoke & fire rated partitions. All new piping should be capped at both ends (fire rated/proof cap) until final connections are made . Refer to UL Listings for complete Assembly Requirements and submit to CO for final Approval.

Bottom of Exist. Structure

Fire sealant both sides at smoke & fire rated partitions

WORK/PROJECT AREAEXISTING ROOM

Existing Ceiling or as scheduled

(1) hour fire rated construction barrier partition; UL 419. 3-5/8" metal studs with 5/8" GWB on each side and sound attenuation blankets. Tape, spackle and paint corridor side. Paint to match existing corridor.

Floor elevation

Provide UL fire rated penetration fireproofing around penetrations through smoke & fire rated partitions.

All new piping should be capped at both ends (fire rated/proof cap) until final connections are made . Refer to UL Listings for complete Assembly Requirements and submit to CO for final Approval.

Fire sealant both sides at smoke & fire rated partitions

Underside of deck

Temporary partition to penetrate existing ceiling to underside of deck.

3'-0"x7'-0"x1 3/4" flush door with panic hardware and closer on construction side. Self locking keypad operating hardware that fits 7-pin small format interchangeable cores on VA occupied side and sargent KPS series or equal and weatherstripping on all 4 sides.

Sealant - Both Sides

Remove existing ceiling as required

Sealant - Both Sides

5/8" GWB (type "X") each side of metal studs (joints taped and sealed with joint compound)

Ceiling, Roof, or Floor

Floor

6 Mil. Fire Retardant Poly Extended to Underside of ceiling grid Above Taped and Sealed at All Edges and Around All Penetrations from floor to either Acoustic Tile Grid or hard ceiling under truisses

Use this ICRA Barrier where construction time in an area is minimal and when approved by the CO. This will also be installed to remove the temporary stud ICRA wall and patch areas between Phase 1 and Phase 2 at near end of construction.

B

A

C

D

E

F

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B

A

C

D

E

F

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VA FORM 08-6231

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CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title rebmuN tcejorPeltiT tcejorP

Building Number

Drawing NumberLocation nwarDdekcehCetaD

Approved: Project Director

Dwg. of 76

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

EMO DCB

BID DOCUMENTS

FL No. AR 97489

A-0.3 Florida National Cemetery, Bushnell, FL 33513

Renovate / Expand Administration Building

Construction Barrier Sections And Notes

3/4" = 1'-0"1

Construction Barrier - Modification of Existing Wall

3/4" = 1'-0"2 Construction Barrier at Exisiting Partition

3/4" = 1'-0"3 Construction Barrier- Temporary 1/2" = 1'-0"4 Typical Temporary Construction Door

3" = 1'-0"5 ICRA Temporary Barrier

W912EP-16-R-0016

MARCH 16, 2016

Phasing General Notes:

1. G.C. is to Follow all Regulations in Performing All Work.

2. Reference the Architectural and MEP Engineering Drawings for Phasing

Coordination.

3. G.C. is to Coordinate with the CO For Off-Hours Access Needed for Mechanical Tie-

Ins. Temporary Construction Barriers are to be Installed Around All Work Areas Prior to Construction.

4. Items Delineated Under the Phase Notes are not all Inclusive of Work to be Performed, G.C. is Responsible for Performing all Work Shown in Contract Documents in the Work Area Designated, and for providing pedestrian protection at every work location.

5. Follow all Fire Safety Codes During Construction.

6. Refer to the Door Schedule for ICRA Barrier HM Frame/Wood Door/Hardware Set

Types.

7. Paint all Hardwall construction barriers on the public side of barriers.

8. The G.C. to Provide Owner / CO 15 calendar days Notice of Any Work to be Performed Off-

Hours.

9. G.C. to Coordinate all Phases of Construction with Owner and Provide Critical Path

Timeline/Gantt Chart, for Entry of Project with Owner Approved Milestones in accordance with specification section 01 32 16.13.

10. Prior to the Start of Demolition, Isolate all HVAC Systems in Areas Where Work is Being Preformed, Refer to Mechanical Drawings for Isolation and/or Removal. Install all Temporary Partitions and Coordinate New Construction Necessary to meet Standards.

11. Establish Negative Pressure at Barriers Equivalent to 0.001" Water Gauge. Negative Pressure shall be Accomplished by HEPA Exhaust Filtration units monitored by Ball in tube indicator visible in public areas.

12. Patch and Repair any Existing Walls, Floors and Ceilings Effected by Demolition and/or Construction.

13. Contractor to Utilize HEPA Filtered Fans to Control Dust and Achieve Negative Pressurization in Work Site Throughout Project.

14. Reference Mechanical, Electrical, and Plumbing Demolition Plans for Removal and/or Relocation of All Equipment, Devices, Light Fixtures, ETC.

15. Do Not Remove Barriers/Dust Partitions from Work Area until Project Phase is Completed and Project Area is Thoroughly Cleaned and Approved by Engineering Services.

16. Vacuum Work with HEPA Filtered Vacuums. Wet Mop with Disinfectant after Vacuuming - Daily or More Frequently as Needed to Minimize Dust Generation.

17. Route Discharge Duct of HEPA Filter to exterior of building where Negative Pressure is Maintained for Work Space. G.C. to Monitor Filters and Coordinate with Owner at each Discharge Location as Work Progresses.

18. Remove Barrier/Dust Partition Material Carefully to Minimize Spreading of Dirt and Debris Associated with Construction.

19. Contain Construction Waste Before Transport in Tightly Covered Containers. Cover Transport Receptacles or Carts, Tape Covering. All waste inside construction area to be contained and tightly covered at all times.

20. Contractor Shall Maintain Temporary Life Safety Devices within the Construction Site Throughout the Duration of the Project as directed by the CO.

21. Provide Temporary 1 Hr. Rated Construction Barrier…