Sec_009004_2016-081DW_Heaton_-_CDs.pdf

N

SCALE: 1" = 10'-0"

PLAN

SECTION A-A

SCALE: 1" = 10'-0"

KEY PLAN

SEWAGE DISPOSAL SYSTEM DETAIL

SCALE: 1/8" = 1'-0"

4 5

TEST HOLE

SCALE: N.T.S.

EL = 0.80'

GROUND WATER

10 0 10 205

SCALE IN FEET

4. SCDHS REFERENCE NO. R05-95-0222

THE INSPECTION OF PIPING AND SEWAGE DISPOSAL SYSTEM PRIOR TO BACKFILLING.

3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE SCDHS TO SCHEDULE

PUBLIC WATER.

2. NEIGHBORING PROPERTIES WITHIN 150' OF THE LOT ARE CONNECTED TO

WITHIN 150' OF THE PROPERTY.

1. PURSUANT TO SCWA RECORDS, THERE ARE NO PUBLIC WATER WELL FIELDS

SCDHS NOTES:

PRIOR TO COMMENCMENT OF WORK.

2. CONTRACTOR SHALL COORDINATE UTILITY MARKOUT AND DISCONNECT ALL UTILITES

COMMENCEMENT OF CONSTRUCITON.

UTILITY DISCONNECTIONS AND INSTALLTION WITH UTILIY COMPANIES PRIOR TO

AVAILABLE AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE

1. ALL UTILITY LOCATIONS, POINT OF ENTRY AND SIZES ARE BASED OPON INFORMATION

CONSTRUCTION NOTES:

80 0 80 16040

SCALE IN FEET

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

of the alteration.

alteration, and a specific description followed by his signature, the date of drawing with the notation “altered by” engineer shall affix his seal to the professional engineer, the altering altered under the direction of a drawing in any way. If the drawing is engineer, to alter any item on this direction of a licensed professional person, unless he is acting under the

New York State Education Law for any

It is a violation of Section 7209 of the

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

PS

SR

12/09/2015

D

A T

E

T

IM

E

F

IL

E

INLET (FIMI)

TO THE MORICHES

FIRE ISLAND INLET

81 DW

HEATON RESIDENCE

SITE PLAN

SCALE: AS SHOWN

C-101

1 12/9/15ISSUED FOR PERMIT

NO. SUBMITTALS DATE

1 12/18/15FOR REVIEW AND COMMENT

TO NYSDEC AND TOI

EL.=10.38

GRADE

EL.=0.80'

WATER

GROUND

S A

N D

SECTION

1GRADE

M

IN

GROUNDWATER

10'-0"

2'-0"

PLAN

IN

C

O U

R S

E S

BUILDINGS.

7. 5' MINIMUM DISTANCE FROM ANY PORTION OF TANK TO PROPERTY LINES AND

6. BOTTOM OF TANK TO BE OPEN.

5. SOIL LINE - 4" DIAMETER, SDR35 PVC, SEALED TO TANK.

4. TOP COURSE OF BLOCK TO BE LAID ON SIDE WITH SOLID FACE OUT.

3. ALL BLOCKS TO BE 8"x8"x16" TAPERED CELL CESSPOOL BLOCK.

WALL.

2. SECOND COURSE OF BLOCK FROM TOP TO BE LAID ON SIDE IN SOLID BAFFLE

1. TOP SLAB - PRECAST 5'x2'x3" REINFORCED CONCRETE WITH 1-1/2" INTERLOCK.

NOTES:

EL.=10.00

BOTTOM OF TANK

MHW

81DW - Heaton for Plan

-0+25

-0+25

P R

O P

E R

T Y B

O U

N D

A R

Y

4 Bedroom

Frame House

1 Story

EXISTING GRADE

OF DUNE

CREST

LANDWARD

SYSTEM

SEWAGE DISPOSAL

(2) 10'x5'x4'

5'-0"

P R

O P

E R

T Y B

O U

N D

A R

Y

0+00 0+25 0+50

0+500+250+00

0+75

0+75

0+75

1+00 1+50

1+00 1+25

1+25

1+50 1+75

1+75

MEAN HIGH WATER

81'-9"

PROPERTY BOUNDARY

DUNE

CREST OF

LANDWARD

DUNE

LIMIT OF

LANDWARD

LOT AREA = 6,393 SF

SCTM NO. 500-495-1-35

SOUTH WALK

D U

N E

W O

O D

W A

L K

N

°3

'4

W

.0

S

°3

'4

E

.0

WOOD DECK

WOOD DECK

R A

M P

FRAME DWELLING

ONE STORY

9.1

7.7

10.7

19.7

14.1

20.7

33.9'

19.7

19.7

19.7 8.6

19.8

8.2

14.219.7 14.3

14.6

20.5

19.8

8.8

S 69°26'17" W 71.03'

P R

O P

E R

T Y B

O U

N D

A R

Y

5' WOOD FENCEP.O.B.

SYSTEM

SEWAGE DISPOSAL

(2) 10'x5'x4'

5'-0"

BED ROOM LIVING ROOM

BED ROOM

BED ROOM BED ROOM

KITCHEN

DINING ROOM/

N 69°26'17" E 71.03'

EXPANSION

(1) 10'x5'x4'

4" PVC SANITARY

A-A

P R

O P

E R

T Y B

O U

N D

A R

Y

2'-0" 2'-0"

1'-0"

2'-1"

10/19/2015

PERFORMED ON

ELEVATION 10.38

TEST HOLE

Ex. Septic Tank

REGULATIONS

ACCORDANCE WITH SCDHS

TO BE ABANDONED IN

EXISTING SANITARY SYSTEM

APPROX. LOCATION OF

WATER SERVICE

EXISTING

FF = 19.80

SETBACK

REAR YARD

S E

T B

A C

K

R E

A R Y

A R

D

SETBACK

SIDE YARD

13'-1"

SETBACK

SIDE YARD

8'-1"

S E

T B

A C

K F

R O

N T Y

A R

D

M E

A N H

IG

H W

A T

E R

15.21

15.29

ATLANTIC OCEAN

D O

L P

H

IN

W

A L

K

SOUTH WALK

D U

N E

W O

O D W

A L

K

D U

N E W

A L

K

S A

N D

P

IP

E R W

A L

K

G U

L L W

A L

K

S K

IM

M E

R W

A L

K

SOUTH WALK

RESIDENCE

HEATON

Landward Crest of Dune

Landward Limit of Dune

1+00

1+00

1+50

1+50

0+50

0+500+00

0+00

-0+25

-0+50

-0+50

-0+25

1+50

1+50

0+50

0+50

0+00

1+00

1+00

-0+25

-0+50

-0+50

0+00-0+25 de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS

DATES:

12-18-2015 de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS

A

A

A

A

A

A

A

A

A

A

A

A

A A A A A A

AAAAAA

A

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

A

A

B

B

5 6

B B

A

A

A

A

A

A

A

A

A

Girder, see structural framing plan

(3) 1/2" Ø Galvanized

Bolts, washers, & nuts

Girder, see structural framing plan

10 ton Pile

(3) 1/2" Ø Galvanized

Bolts, washers, & nuts, each splice

10 ton Pile

(1)4" x 18" x

" thick Galvanized

Steel Plates, typ. each splice

(1) 4" x 18" x

" thick

Galvanized Steel Plates typ.

PLAN

ELEVATION

SECTION

(3) 1/2" Ø Galvanized

Bolts, washers, & nuts, each splice

(1) 4" x 18" x

" thick

Galvanized

Steel Plate, typ.

10 ton Pile

"x9

" PRESSURE

TREATED

GLULAM MEMBER

"x9

" PRESSURE TREATED

GLULAM MEMBER

"x9

" PRESSURE

TREATED

GLULAM MEMBER

(10) 5/8" Ø Galvanized

Bolts, washers, & nuts, each splice

Pile

8" x 24" x

" thick Galvanized

Steel Plates, typ. each splice

(each side)

ELEVATION

8"

Girder, see structural framing plan

(10) 5/8" Ø Galvanized

Bolts, washers, & nuts

Girder, see structural framing plan

Pile

(2) 8" x 24" x

" thick

Galvanized Steel Plates typ. each splice

PLAN

de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS

A

A

A

A

A

A

A

AAAAAA

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS

de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS

23 24 25 26 27 de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS

de Bruin

CP

RC

9/13/2015

PRINTS

PROGRESS