plans_2_of_4.pdf

212.86' S20°31'52"E

50.05' S66°51'38"W

215.14' N 20°31'52"W

216.00'

CENTER WALK

(PARK WALK)

50.00' N69°28'08"E

216.00'

216.00' 212.86'

S20°31'52"E

50.05' S66°51'38"W

215.14' N 20°31'52"W

216.00'

CENTER WALK

(PARK WALK)

50.00' N69°28'08"E

216.00'

216.00' de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-54

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

ND

RC

SCALE: AS SHOWN

EXISTING

CONDITIONS

PLAN AND

SECTION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

C-101

2/10/2016

1 DPW REVIEW 2-10-16

2 USACE REVIEW 6-13-16

3 TOB BD REVIEW 7-22-16

4 SCDPW REVIEW 7-27-16

TOB DEP PERMIT REVIEW

9-08-16

TOB BD PERMIT REVIEW

9-01-16

7 NYSDEC PERMIT REVIEW 10-05-16

1 REVISED PER TOB - DEP COMMENT 11-04-16

8 USACE CD REVIEW 11-11-16

9 TOB BZA REVIEW 12-06-16

REVISED AS PER PENDING

ZBA PRESENTATION

01-03-17

TOB BD PERMIT REVIEW

01-13-17

TOB BZA PERMIT REVIEW

01-20-17

13 TOB BD CD PERMIT REVIEW 06-30-17

12 USACE CD REVIEW 06-23-17

14 USACE CD REVIEW 09-21-17

212.86' S20°31'52"E

50.05' S66°51'38"W

215.14' N 20°31'52"W

216.00'

CENTER WALK

(PARK WALK)

50.00' N69°28'08"E

216.00'

216.00' 212.86'

S20°31'52"E

50.05' S66°51'38"W

215.14' N 20°31'52"W

216.00'

50.00' N69°28'08"E

216.00'

216.00' de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-54

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

ND

RC

C-102

12/23/2015

SCALE: AS SHOWN

PROPOSED

PLAN AND

SECTION

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

1 REVISED PER TOB - DEP COMMENT 11-04-16

REVISED AS PER PENDING

ZBA PRESENTATION

01-03-17

REVISED AS PER OWNER

COMMENTS

01-13-17

4 USACE COMMENTS 04-09-18

R A

M P

U

R A

DF=20.98

FF=

7.57

7.38

9.70

10.88

10.35

12.91

15.67

16.07

17.66

15.55

15.12

10.00

S '5

E

.1

N '5

W

.8

S '5

E

.1

N '5

W

.8

PROPERTIES

SECTION

M

IN

GROUNDWATER

PLAN

IN

C O

U R

S E

S

EL.=5.90

OF TANK

BOTTOM

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

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

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

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

6. 5' MINIMUM DISTANCE FROM ANY PORTION OF TANK TO PROPERTY LINES AND

GRADE

20'-0" 2'-0"

5/8"

(2) 2'-0" X 1'-0" FOR 1,500 GAL TANK

SEPTIC TANK CORNER ANCHOR ASSEMBLY

MID TANK TOP BRACE PLATE DETAIL

N.T.S.

N.T.S.

LIQUID LEVEL

4" PVC

PIPE

SERIAL NUMBER EMBOSSED HERE

CAN BE REFERENCED TO THE

DATE OF MANUFACTURE

5'-9"

13'-1"

8'-1"

4'-1/2"

20" 2

FLOW

FLOW

4" PVC

PIPE

NORWESCO/SNYDER IND.

ST. BONIFACIUS, MN

1500 GALLON CAPACITY

MAX. EARTH COVER 3.0 FT

4" RUBBER GASKET

GROUNDWATER

M I N

14'-0"

NORWESCO/SNYDER IND.

ST. BONIFACIUS, MN

1500 GALLON CAPACITY

MAX. EARTH COVER 3.0 FT

7'-0"

HOLE IN PARTITION

4"Ø PASS-THROUGH

DIVIDER WALL

20" LID

WASHER (2 PLCS)

NUT AND 1/4"X2"

ROD EMBEDDED 9" WITH

5/8"Ø GALV THREADED

WITH 5/8" NUT AND 1/4"X2" WASHER (2 PLCS)

5/8"Ø GALV. THREADED ROD

MID TANK TOP BRACE PLATE (2 PLCS)

WITH NATIVE MATERIAL (2 PLCS)

BACKFILL TANK VOID

4" RUBBER GASKET

CLEARANCE ABOVE TOP OF INLET TEE 1"

COVER WITH 6" DIA. EXTENTION TO GRADE

S A

N D

EL.=3.90'

WATER

GROUND

EL.=7.90'

GRADE

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

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

INLET (FIMI)

TO THE MORICHES

FIRE ISLAND INLET

05/19/2017

SEPTIC SYSTEM

513DP LEJA

NO. REVISIONS DATE

NO. SUBMITTALS DATE

1" = 20'

AP

C-103

SCTM No.:

SANDY REBUILD

SCDHS No.: TBD

0+50 1+00

0+50 1+00

0+00

0+00

SCALE: N.T.S.

TEST HOLE

SCALE: 1" = 20'

SCALE: 1/2" = 1'-0"

SCALE: 1" = 10'

10 0 10 205

SCALE IN FEET

KEY PLAN

SCALE: 1" = 100'

100 0 100 20050

SCALE IN FEET

PROPOSED DUNE

LANDWARD LIMIT OF

PROPOSED DUNE

LANDWARD CREST OF

P E

P P

E R

ID

G E W

A L

K

PROPOSED DUNE

LANDWARD LIMIT OF

PROPOSED DUNE

LANDWARD CREST OF

N

PARCEL

SUBJECT

RESIDENCE

LEJA

M H

W

,LLC

Leja Properties

OCEAN

ATLANTIC

PROPOSED GRADE ELEV.

4" DIA. CLEANOUT

FLOW ARROW

ELBOW DOWN

HOUSE TRAP

BELOW GRADE 4" DIA. SDR 35 @ 1/8"/FT (MIN)

ABOVE GRADE 4" DIA. SDR 35 @ 1/8"/FT (MIN)

G9.80'

SITE PLAN LEGEND

SEPTIC TANK DETAIL

N

DUNE WALK

ATLANTIC OCEAN

BOUNDARY

PROPERTY

B O

U N

D A

R Y

P R

O P

E R

T Y

B O

U N

D A

R Y

P R

O P

E R

T Y

COMPLETE FROM THE GROUND

REGULATIONS AND REMOVED

IN ACCORDANCE WITH SCDHS

SYSTEM TO BE DECOMMISSIONED

OF EXISTING SEPTIC

APPROXIMATE LOCATION

DUNE WALK

P E

P P

E R

ID

G E W

A L

K

S

T W

A L

K

B E

A C

H P

L U

M W

A L

K

B a y s id e s s o c ia t e s

In c

LINE

CEHA

ELEV 3.90'

GROUND WATER

0+00

STA

0+58.7

STA

0+78.7

STA

SEPTIC TANK

TANK

LEACHING

(M

PROPOSED GRADE

EXISTING AND

G13.00

STA 0+78.7

INV 10.51

G13.00

STA 0+43.2

H O

M E

E X

IS

T

G

E

G E O

F

LINE FOR EXISTING HOUSE JOISTS

CONTRACTOR SHALL HANG NEW SANITARY

CONTINUE TO NEW HOUSE CONNECTION.

ELEV 6.93'

BOTTOM OF SEPTIC TANK

ELEV 5.90'

LEACHING TANK

BOTTOM OF

INV 10.24

G11.50

STA 0+58.7

INV 10.27

G13.00

STA 0+56.3

(TYP)

@ 1/8"/FT MIN

4"Ø SDR 35PROPOSED GRADE

EXISTING GRADE

INV 10.24

INLET

G .0

ST LT G13.0

09-20-17SCDHS PERMIT REVIEW1

5 6

FOR TEST HOLE DATA

ON 05/9/2016. SEE DETAIL 6/C103

SUBJECT PROPERTY) PERFORMED

(APPROXIMATELY 50' EAST OF

TEST HOLE LOCATED AT 511DP BAYSIDE

LINE REPRESENTS RADIUS LIMIT FROM

INV 10.51

INLET

INV 10.27

OUTLET

CONCRETE

CAST-IN-PLACE

C a r lo s

J a r a m illo r a c e

J a r a m illo

ST

LT

COMPARTMENT SEPTIC TANK

NORWESCO, OR APPROVED

SEE DETAIL 2/C103

EQUAL.SEE DETAIL 4/C103

LINES AND BUILDINGS.

6. 5' MINIMUM DISTANCE FROM ANY PORTION OF TANK TO PROPERTY

5. BOTTOM OF TANK TO BE OPEN.

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

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

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

INTERLOCK.

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

LEACHING TANK NOTES:

WHICH IS ELEVATION 19.1 IN NGVD 29

5.SITE LOCATED IN FLOOD ZONE VE-18 (NAVD 1988)

VERTICAL DATUM = NGVD 1929

HORIZONTAL DATUM = NAD 1983

PREPARED BY YOUNG & YOUNG , DATED 11/27/2014.

4.ALL SURVEY INFORMATION TAKEN FROM SURVEY

AND SEWAGE DISPOSAL SYSTEM PRIOR TO BACKFILLING.

THE SCDHS TO SCHEDULE THE INSPECTION OF PIPING

3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING

CONNECTED TO PUBLIC WATER.

2. NEIGHBORING PROPERTIES WITHIN 150' OF THE LOT ARE

WATER WELL FIELDS WITHIN 150' OF THE PROPERTY.

1. PURSUANT TO SCWA RECORDS, THERE ARE NO PUBLIC

SITE PLAN NOTES:

MD#: N43504 AS MANUFACTURED BY

NEW 1,500 GAL 13.08Lx5.75'Wx4.25'H TWO

NEW 20'Lx5'Wx4.92'H LEACHING TANK

ELEV 6.93'

SEPTIC TANK

BOTTOM OF

SEPTIC SYSTEM PROFILE

SITE PLAN

SCALE: N.T.S.

LEACHING TANK DETAIL

N69°28'08"E

50.00'

50.00'

12'-0"

2'-5"

STA

0+43.2

0+56.3

STA

2'-5"

09-21-172 USACE CD REVIEW

R02-17-0227

10-18-173 SCDHS PERMIT REVIEW

10-18-171 REVISED PER SCDHS COMMENTS

SIZE = 20'L X 5'W X 4'-11"D

MIN REQUIRED LEACHING TANK

CAPACITY = 1,500

MINIMUM REQUIRED SEPTIC TANK

NO. BEDROOMS 5

LOT AREA = 10,700SF

0200-987.00-02.00-006.000

SCTM NO.

0200-987.00-02.00-006.000

EL. 19.27'

PLATFORM

EL. 22.85'

PLATFORM

FF 30.35'

2ND FL

FRAME HOUSE

2 STOREY

±1,920 SF

FF 22.85'

1ST FL

EL. 30.35'

2ND FL DECK

EL. 40.00'

3RD FL DECK

HANG PIPE FROM HOUSE JOISTS.

CONNECT TO EXISTING.2

C O

V E

R

M A

X

M

IN

GRADE

GRADE

FURNISH AND INSTALL A PVC SLEEVE FOR THE PIPE.

SERVICE IS ENCOUNTERED, THE CONTRACTOR SHALL

DISTANCE FROM PROPOSED SEPTIC SYSTEM. IF WATER

LOCATION AND MAINTAINING REQUIRED 10' SEPERATION

CONTRACTOR IS RESPONSIBLE FOR VERIFIYING EXACT

APPROXIMATE LOCATION OF EXISTING WATER SERVICE.

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

D-101

11/09/2016

SCALE: AS SHOWN

PILE/SUBSTRUCTURE

DEMOLITION

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

5991-54

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

3.000 ari@debruinengineering.com

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

D-102

1/29/2016

SCALE: AS SHOWN

DECK

DEMOLITION

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

D-103

1/29/2016

SCALE: AS SHOWN

DECK

DEMOLITION

PLAN II

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

A-101

11/09/2016

SCALE: AS SHOWN

PILE/SUBSTRUCTURE

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

A-102

1/29/2016

SCALE: AS SHOWN

UPPER LEVEL

DECK FRAMING

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

A-103

1/29/2016

SCALE: AS SHOWN

FIRST FLOOR

DECK PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

A-104

1/29/2016

SCALE: AS SHOWN

SECOND FLOOR

DECK PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

0 4 82

SCALE IN FEET

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

A-105

1/29/2016

SCALE: AS SHOWN

ELEVATIONS

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

A-106

1/29/2016

SCALE: AS SHOWN

SECTION A-,

WEST ELEVATION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

1 USACE CD REVIEW 11-11-16

1 REVISED PER USACE COMMENTS 09-18-17

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 TOB BD CD PERMIT REVIEW 09-18-17

5 USACE CD REVIEW 09-21-17

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-107

SCALE: AS SHOWN

DETAILS I

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

RM

RC

1/29/2016

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

5991-54

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-108

SCALE: AS SHOWN

DETAILS II

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

RM

RC

1/29/2016

5991-54

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

CONSTRUCTION NOTES:

1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT.

2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. LARGER SCALE DETAILS SHALL

HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

3. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED.

4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND THE CONTRACTING OFFICER'S OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS

SHOWN ON THE DRAWINGS.

5. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW YORK STATE

ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH JURISDICTION AND VARIANCES.

6. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND OBTAIN THE CERTIFICATE OF

OCCUPANCY.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING

TO CODES, STANDARDS AND GOOD PRACTICE.

8. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHAL PRIOR

TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS.

9. THE CONTRACTING OFFICER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS, TECHNIQUES, SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, NOR FOR ANY SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY

OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

10.THE ENTIRE PREMISES SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS TO THE SATISFACTION OF THE CONTRACTING OFFICER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS.

11.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS SIGNED BY ALL

SUBCONTRACTORS AND MATERIAL SUPPLIERS IN ADDITION TO THE GENERAL CONTRACTOR.

12.GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES.

13.THE TERM “CONTRACTOR” IN THESE DRAWINGS AND SPECIFICATIONS SHALL MEAN THE GENERAL

CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF ALL THE

SUBCONTRACTORS EMPLOYED BY HIM.

14.NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE AS MANDATED BY THE LAW AND/OR CONTRACTING OFFICER'S REQUIREMENTS.

IT SHALL BE THE DUTY OF THE CONTRACTOR TO SEE THAT ALL SUBCONTRACTORS ARE COVERED BY THE

REQUIRED INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME.

15.ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL LABOR SHALL BE DONE IN A

THOROUGH AND WORKMANLIKE MANNER.

16.THE CONTRACTOR SHALL REPLACE WITHIN ONE YEAR, WITHOUT ADDITIONAL CHARGE, ANY WORK

WHICH DEVELOPS DEFECTS DUE TO POOR WORKMANSHIP OR INFERIOR MATERIALS.

17.THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE WORK. ALL MATERIALS SHALL BE BROUGHT TO THE SITE BY WATER ACCESS ONLY AND DELIVERED TO APPROVED PIERS/MARAINAS/DOCKS UTILIZING APPROVED HAUL ROUTES. CONTRACTOR SHALL COORDINATE AND SUBMIT DELIVERY PLANS WITH THE CONTRACTING OFFICER FOR REVIEW AN D

APPROVAL PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

18.THE CONTRACTOR SHALL BE LIABLE FOR ANY VIOLATIONS OF THE LAW AND ANY DAMAGE TO

ADJOINING PROPERTY CAUSED BY THE CONTRACTOR AND HIS EMPLOYEES.

19.THE CONTRACTOR TO FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR THE INSTALLATION OF ALL

EQUIPMENT, PRODUCTS AND SYSTEMS.

20.THE CONTRACTOR SHALL FURNISH TO THE CONTRACTING OFFICER, A WRITTEN STATEMENT CERTIFYING THAT HIS WORK MEETS THE SPECIFICATIONS AS WELL AS CONFORMING TO THE GOVERNING CODES APPLICABLE AT THE TIME THE WORK WAS PERFORMED, AND CONFORMS TO THE PREVAILING STANDARDS

OF PRACTICE IN THE INDUSTRY.

21. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL TEMPORARY STRUCTURE (I.E:-

STEPS, RAILINGS, RAMPS, ETC.) AS PART OF THE INSTALLATION OF NEW STRUCTURE.

22. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CERTIFICATE OF OCCUPANCY UPON COMPLETION

OF PROJECT

23. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE DUNE

24. CONTRACTOR SHALL HIRE A LICENSED LAND SURVEYOR TO PREPARE FINAL SURVEYS MEETING THE REQUIREMENTS OF THE SUFFOLK COUNTY SCDHS AND THE BUILDING DEPARTMENT. SURVEYS SHALL BE

SUBMITTED TO AGENCIES AND CONTRACTING OFFICER.

25. UTILITIES

A. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL UTILITY DISCONNECTS AND RECONNECTIONS WITH THE UTILITY COMPANIES, PAYING ALL RELATED FEES AND PROVIDING EVIDENCE OF THE SAME TO

THE TOWN OF BROOKHAVEN AND CONTRACTING OFFICER. THIS INCLUDES POWER, WATER,

TELECOMMUNICATIONS AND GAS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UTILITY

PIPING AND/OR WIRES AFTER THEY HAVE BEEN DISCONNECTED AND SAFED OFF BY THE

OWNING UTILITY COMPANY.

B. NOTIFY CONTRACTING OFFICER AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS) OF INTENT TO ABANDON SEPTIC SYSTEM. FILE ALL PAPER WORK PAY ALL FEES AND ARRANGE ALL INSPECTIONS REQUIRED BY THE DEPARTMENT. EXPOSE ALL ELEMENTS OF THE SANITARY SYSTEM. PUMP SYSTEM OUT IN A MANNER APPROVED BY SCDHS. SYSTEM PUMP OUT SHALL BE CONDUCTED BY A CONTRACTOR LICENSED TO DO SO. COMPLETELY REMOVE ALL ELEMENTS OF THE SEPTIC SANITARY SYSTEM - PIPING, TANKS AND LEACHING STRUCTURES. PROVIDE CERTIFICATION OF ABANDONMENT TO

THE SCDHS AND THE CONTRACTING OFFICER AT THE COMPLETION OF THE WORK.

DECK FRAMING NOTES:

1. WOOD DESIGN AND MATERIAL SELECTION BASED ON THE FOLLOWING CODES:

a. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 2005)

b. ASCE 7-10 - MINIMUM LOADS FOR BUILDINGS AND OTHER STRUCTURES

c. INTERNATIONAL RESIDENTIAL CODE (IRC)

d. DCA-6 - PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE.

2. ALL FRAMING LUMBER SHALL BE SOUTHERN PINE OR DFI OR HFI - SELECT STRUCTURAL OR APPROVED

EQUAL.

3. ALL LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF, OR CERTIFICATE OF INSPECTION ISSUED BY, AN

APPROVED LUMBER GRADING OR INSPECTION BUREAU OR AGENCY.

4. ALL LUMBER SHALL BE PRESERVATIVELY TREATED WITH AN APPROVED PROCESS IN ACCORDANCE WITH

AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.

5. ALL LUMBER IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESERVATIVE TREATED WOOD

SUITABLE FOR GROUND CONTACT.

6. ALL CUTS SHALL BE FIELD-TREATED WITH AN APPROVED PRESERVATIVE, SUCH AS COPPER NAPHTHENATE.

7. ALL NAILS SHALL MEET THE REQUIREMENTS OF ASTM F1667. THREADED NAILS INCLUDE HELICAL (SPIRAL) AND ANNULAR (RING-SHANK) NAILS. WOOD SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.6.1. BOLTS AND LAG SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1. ALL NAILS, SCREWS AND BOLTS SHALL BE HOT DIPPED GALVANIZED PER ASTM SPECIFICATION SECTION ASTM A153/A153M.

8. ALL CONNECTORS (JOIST HANGERS, POST ANCHORS, ETC., SHALL BE AS MANUFACTURED BY SIMPSON ZMAX

COATING OR APPROVED EQUAL).

9. TOE-NAILING OF JOISTS IS PROHIBITED. USE MINIMUM 16 GAUGE JOIST HANGERS TO FRAME TO STRINGERS.

10.ALL CONNECTORS SHALL BE SIMPSON STRONG-TIE CONNECTORS OR APPROVED EQUAL. CONTRACTOR TO REFER TO “SIMPSON STRONG-TIE” C-HW09 HIGH WIND RESISTANT CONSTRUCTION PRODUT MANUAL FOR INFORMATION REGARDING ANCHORS NECESSARY FOR ALL CONNECTIONS (EVEN IF NOT SPECIFIED IN

THE DRAWINGS).

11.ALL FLASHING SHALL BE CORROSION-RESISTANT STAINLESS STEEL, GRADE 304 OR 316 OF MINIMUM NOMINAL 0.019-INCH THICKNESS OR APPROVED NON-METALLIC MATERIAL. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED WITH PRESERVATIVES THAT CONTAIN COPPER, SUCH AS

ACQ, COPPER AZOLE OR ACZA.

12.DECK SHALL NOT BE USED OR OCCUPIED UNTIL FINAL INSPECTION AND APPROVAL IS OBTAINED.

13.ABOVE-GROUND PRESERVATION TREATMENT SHALL BE UC3B OR EQUAL.

14.GROUND CONTACT PRESERVATION TREATMENT SHALL BE UC4A OR EQUAL.

15.WHERE PARTIAL REMOVAL OF DECK PLANKS ARE PERMITTED, NEW DECK PLANKING SHALL MATCH

EXISTING IN MATERIAL TYPE AND COLOR.

16.THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE

BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION.

17.THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO EXISTING

FACILITIES WITHIN OR ADJACENT TO THE PROJECT SITE.

18.ALL POSTS SHALL BE SPF OR DF#1, EITHER 6X6 OR 8X8, AS NOTED ON PLANS. PRESSURE TREATED IN

ACCORDANCE WITH THE APWA UC5A.

19.ALL PILES SHALL BE SPF OR DF#1, NOMINAL 12' TAPPERED BUTT PILE, AS NOTED ON PLANS. PRESSURE

TREATED IN ACCORDANCE WITH AWPA UC5A.

20.ALL PILES SHALL HAVE A 20-TON MINIMUM ULTIMATE BEARING CAPACITY. THE PILE CONTRACTOR SHALL MAINTAIN A PILE DRIVING RECORD DURING PILE DRIVING AND SUBMIT IT TO THE CONTRACTING OFFICER UPON COMPLETION OF PILE DRIVING. THE RECORD SHALL INDICATE, FOR EACH PILE DRIVEN, THE LOCATION OF THE PILE, THE TYPE AND RATING OF THE PILE DRIVING EQUIPMENT, OVERALL BLOW COUNT PER FOOT, NUMBER OF BLOWS PER INCH PENETRATION FOR THE LAST 12 INCHES, PILE LENGTH, BEARING

CAPACITY, AND ANY USUAL CONDITIONS ENCOUNTERED DURING DRIVING.

21.HOME ELEVATION PILE EMBEDMENT DEPTH SHALL BE A MINIMUM OF 20 FEET BELOW GRADE AT EACH

PILE LOCATION (MIN).

22.DECK OR WALKOVER PILE EMBEDMENT SHALL BE A MINIMUM OF 6' BELOW UNDISTURBED GRADE.

23.PILES SHALL BE DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS DRAWING.

24.NOTCH PILES WHERE SHOWN ON THE DETAILS TO CREATE SHELF FOR GIRDERS, OR AS AN ALTERNATE, CONTRACTOR MAY INSTALL SHELF BLOCKING AS SHOWN ON PLANS FOR ALL SQUARE TIMBER PILES OR POSTS. PILES SHALL NOT BE NOTCHED MORE THAN 50% OF CROSS SECTION. DOUBLE BOLT EACH GIRDER TO

PILE WITH HOT DIPPED GALVANIZED BOLTS, NUTS AND FLAT AND LOCK WASHERS.

25.ALL STRUCTURAL PLACES AND SHAPES SHALL BE ASTM A36 AND HOT DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123.

26.ALL NUTS, BOLTS, FLAT AND LOCK WASHERS SHALL BE ASTM A325 (MINIMUM 5

8 DIAMETER ON PLANS)

AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153.

27.ALL GIRDERS BEAMS AND BRACES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA

STANDARD UI.

28.TREAT ALL PILE CUT OFF ENDS, NOTCHES, DRILL HOLES AND END GRAINS IN THE ENDS OF GIRDERS, BEAMS, AND BRACES WITH WOOD PRESERVATIVE IN ACCORDANCE WITH AWPA STANDARD UI.

29.REMOVE CUT OFF SECTIONS OF PILES FROM THE SITE AND DISPOSE OF THEM.

PILE INSTALLATION NOTES:

1. TIMBER PILES:

TIMBER PILES SHALL BE IN ONE PIECE WITH AN APPROXIMATE UNIFORM TAPER FROM BUTT TO TIP AND

SHALL CONFORM TO ALL REQUIREMENTS OF ASTM D25. TIMBER PILES SHALL BE UNUSED, CLEAN, AND

PEELED ROUND TIMBER PILES TREATED IN ACCORDANCE WITH AWPA T1 AND U1. OFFERED PRODUCTS

SHOULD COMPLY WITH APPLICABLE AWPA STANDARDS. IDENTIFY TREATMENT ON EACH PIECE BY THE

QUALITY MARK OF AN AGENCY ACCREDITED BY THE BOARD OF REVIEW OF THE AMERICA LUMBER

STANDARD COMMITTEE.

A. SAW OFF TOPS OF TIMBER PILES IN A HORIZONTAL PLANE. CUTOFFS AND DAMAGED PILE SURFACES

SHALL BE TREATED AS SPECIFIED IN AWPA M4.

C. SPUD PILES OR BORED HOLES MAY BE USED TO PENETRATE HIGHLY RESISTANT STRATA LYING NEAR

SURFACE.

D. CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE STATING THAT PRESERVATIVE TREATMENT OF

TIMBER PILES DELIVERED TO SITE COMPLIES WITH STRUCTURAL AND ENVIRONMENTAL

REQUIREMENTS. CERTIFICATE SHALL CONTAIN NAME AND ADDRESS OF CONTRACTOR, PROJECT

LOCATIONS, QUANTITY OF PILES AND DATE OR DATES OF SHIPMENTS, NAME OF PRESERVATIVE USED

AND RETENTION IN POUNDS PER CUBIC FOOT OF WOOD TREATED.

G. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO FURNISH THE SPECIFIED TYPE OF PILE NECESSARY TO INSTALL

A SATISFACTORY PILE FOUNDATION. CONVERSION FROM ONE TYPE OF PILE TO AN APPROVED EQUAL SHALL

BE AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER.

H. SURVEY: REGISTERED PROFESSIONAL LAND SURVEYOR SHALL ESTABLISH LINES AND LEVELS AND STAKE PILE

LOCATIONS.

1. AFTER ALL PILES ARE INSTALLED, REGISTERED PROFESSIONAL LAND SURVEY OR SHALL MAKE FIELD

SURVEY OF COMPLETED PILING WORK. SUBMIT DRAWING TO CONTRACTING OFFICER SHOWING ACTUAL

PILE LOCATIONS WITH RESPECT TO PLANNED PILE LOCATIONS AND INDICATING PLUMBNESS OF PILES.

I. REPORTS: SUBMIT A REPORT TO CONTRACTING OFFICER FOR EACH PILE, DETAILING DIAMETER OR CROSS SECTION, LENGTH, MAKE AND MODEL OF PILE INSTALLATION EQUIPMENT AND ANY OTHER PERTINENT INFORMATION.

2. INSTALLATION

A. ALL TIMBER PILES SHALL BE 12" DIAMETER CLASS I ASTM D25, REATED AT 20 TON ULTIMATE CAPACITY USING

B. IF, DURING INSTALLATION OF ANY PILE, PREVIOUSLY INSTALLED PILES SHOW SIGNS OF HEAVING, REINSTALL

DISTURBED PILES TO THEIR ORIGINAL RESISTANCE, AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER.

C. REMOVE SOIL THAT HEAVES DURING OR AFTER INSTALLATION TO MAINTAIN GRADES.

D. WHERE THE PROTECTIVE SHELL OF TREATED WOOD IS IMPAIRED AT A POINT WHICH AFTER INSTALLATION WILL

BE NOT LESS THAN 10 FEET BELOW THE GROUND, MAKE REPAIRS IN ACCORDANCE WITH AWPA M4 UNLESS THE

PILE IS DAMAGED TO SUCH EXTENT THAT IT IS REJECTED.

E. WITHDRAW DAMAGED OR DEFECTIVE PILES AND PILES THAT EXCEED INSTALLATION TOLERANCES AND INSTALL NEW

PILES WITHIN INSTALLATION TOLERANCES. FILL HOLES LEFT BY WITHDRAWN PILES AS DIRECTED BY CONTRACTING OFFICER.

1. REJECTED PILES MAY NOT BE CUT AND ABANDONED IN PLACE. CONTRACTOR SHALL REMOVE REJECTED PILES

2. FILL HOLES LEFT BY WITHDRAWN PILES THAT WILL NOT BE FILLED BY NEW PILES UTILIZING THE EXCAVATED

MATERIALS FROM OTHER PILE INSTALLATIONS. PLACE AND COMPACT IN LIFTS NOT EXCEEDING 12 INCHES.

F. CUT OFF TOPS OF PILES BY AN APPROVED METHOD SQUARE WITH PILE AXIS AND AT REQUIRED

ELEVATIONS.

3. FIELD CONTROLLED INSPECTIONS

A. TESTING AGENCY: CONTRACTOR WILL ENGAGE A NYSPE, APPROVED BY THE CONTRACTING OFFICER, TO PERFORM FIELD QUALITY-CONTROL TESTING.

J. REMOVE WITHDRAWN PILES AND CUTOFF SECTIONS OF PILES FROM SITE AND LEGALLY DISPOSE OF THEM

OFF CONTRACTING OFFICER'S PROPERTY IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION.

B. ALL TREATED TIMBER PILES SHALL BE PRESERVATIVE TREATED. PRESERVATIVE RETENTION SHALL BE

0.61 POUNDS PER CUBIC FOOT. PILE PRESERVATIVE TREATMENT SHALL COMPLY WITH AWPA C3 STANDARDS.

E. TREAT CUT ENDS AND DRILLED HOLES OF TREATED TIMBER PILES WITH THE SAME PENETRATING PRESERVATIVE

AS BASE TREATMENT CHEMICAL. ALL PILES SHALL BE UNIFORMLY SPACED ALONG WIDTH AND DEPTH OF BUILDING.

VARIATIONS OF +/-3" MAX ARE ALLOWED TO ADDRESS SITE CONDITIONS, PROVIDE PILE SPACES ARE A MINIMUM OF

4 PILE DIAMETERS UNLESS NOTED OTHERWISE. (U.N.O)

THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE IBC 2015 RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOMES IN CONJUNCTION W/ THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2001 EDITION) & ASCE 7 & FEMA P-550 COASTAL CONSTRUCTION MANUAL. LOAD CONDITIONS INCLUDE COMBINED WIND LOADING (130 MPH), WAVE ACTION (V ZONE CRITERIA), SCOURING EROSION, BOUNCY LOADS, IMPACT LOADS, LIVE AND DEAD LOADS.

CODE INFORMATION

CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1)

AIR

FREEZING

INDEX

AIR

FREEZING

INDEX

ICE SHIELD

UNDERLAYMENT

REQUIRED

FLOOD

HAZARDS

SUBJECT TO DAMAGE FROM

DECAY

SLIGHT TO

MODERATE

TERMITEFROST LINE

DEPTHWEATHERING

MODERATE

TO HEAVY3 FEETSEVERE 11 YES YES 496

SEISMIC

DESIGN

CATEGORY

WIND BORNE

DEBRIS

REGIONSPEED (MPH)

WINDGROUND

SNOW LOAD

BYES13020 psf

MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS : TABLE R301.5

USE LIVE LOAD DEAD LOAD

Exterior Balconies Decks Passenger Vehicle Garages ATTICS without Storage ATTICS with Storage ROOMS other than sleeping rooms Sleeping Rooms Stairs Guardrails and Handrails

ROOFS:

Live = Ground Snow Load Adjustments as per ASCE 7

60 psf 40 psf 50 psf 10 psf 20 psf 40 psf 30 psf 40 psf 200 psf

20 psf 30 psf

10 psf 10 psf as per plan 10 psf 10 psf 10 psf 10 psf 10 psf 10 psf

10 psf

DEMOLITION NOTES:

1. REMOVE ALL ITEMS INDICATED ON THESE DRAWINGS.

2. VERIFY ALL EXISTING CONDITIONS. INFORM CONTRACTING OFFICER OF ANY CONDITIONS THAT AFFECT NEW

CONSTRUCTION AS SHOWN ON DRAWINGS.

3. SCOPE OF DEMOLITION AND REMOVAL WORK SHALL NOT BE LIMITED BY THESE DRAWINGS, BUT SHALL

INCLUDE ANY AND ALL WORK NECESSARY TO FACILITATE NEW CONSTRUCTION.

4. ALL WORK OF THIS SECTION SHALL BE ACCOMPLISHED IN STRICT CONFORMANCE WITH OSHA AND THE

RESIDENTIAL CODE OF NEW YORK STATE.

5. REPAIR ALL DAMAGE CAUSED TO ADJACENT CONSTRUCTION BY DEMOLITION WORK AT NO COST TO THE

CONTRACTING OFFICER.

6. CLEAN DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION EACH DAY AND LEAVE PREMISES

AND WORK IN CLEAN CONDITION.

7. CONTRACTOR TO VERIFY THAT ALL UTILITY DISCONNECTS ARE PERFORMED PRIOR TO DEMOLITION IF REQUIRED. INSPECT ALL DECKS FOR ELECTRIC, PLUMBING FIXTURES AND PIPING. NOTIFY CONTRACTING

OFFICER WITH FINDINGS.

8. PILES ARE TO BE REMOVED COMPLETELY FROM THE GROUND AND REMAINING VOIDS BACKFILLED WITH

CLEAN SAND.

9. THE CONTRACTOR HAS THE RIGHT OF SALVAGE FOR ANY BUILDING MATERIALS OR CONTENTS OF THE STRUCTURES. NO GUARANTEE IS MADE THAT SALVAGEABLE MATERIALS THAT ARE PRESENT AT THE TIME OF BID WILL BE PRESENT AT THE TIME OF DEMOLITION AND THE CONTRACTOR SHALL HAVE NO CLAIM OF

MONETARY DAMAGE AS A RESULT OF CHANGES IN SALVAGEABLE MATERIALS OR CONTENTS.

10. ALL DEMOLITION DEBRIS AND SALVAGED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR AND SHALL

BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MATTER BY WATER ACCESS ONLY.

11. THE SITE SHALL BE LEFT IN A RAKE CLEAN CONDITION. NO VISIBLE DEBRIS TO REMAIN ON SITE AT THE

COMPLETION OF PROJECT.

12. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, CRIBBING LOCATION, STEEL SUPPORT, AND BRACING FOR HOUSE RELOCATION AS REQUIRED TO PROTECT THE EXISTING HOUSE FROM STRESSES IN EXCESS OF THOSE WHICH CAUSE DAMAGE. SHORING, CRIBBING LOCATION, STEEL SUPPORT, AND BRACING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NEW YORK, AND HIRED BY THE CONTRACTOR DIRECTLY. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED SHORING DRAWINGS OF ALL SHORING FOR REVIEW PRIOR TO WORK. REVIEW WILL BE PROVIDED FOR COMPLIANCE WITH

CONTRACT DOCUMENTS ONLY, AND NOT ON STRUCTURAL INTEGRITY, MEANS AND METHODS, OR

SUITABILITY OF SHORING AND BRACING.

13. PROTECTION OF VEGITATION - NO VEGETATION IS TO BE REMOVED AS PART OF THE DEMOLITION PROCESS.

THE CONTRACTOR SHALL PROTECT EXISTING VEGETATION UNTIL DEMOLITION WORK IS COMPLETED.

DAMAGED VEGETATION WILL BE RESTORED IN KIND AS DIRECTED BY THE CONTRACTING OFFICER.

1. PROVIDE A PILE INSTALLATION LOG CERTIFYING: PILE EMBEDMENT, PILE CAPACITY (IN TONS), BLOW COUNT

2. INSPECTION AND CERTIFICATION OF ALL BOLTED CONNECTIONS.

HAMMER ENERGY OF 7500 FT#, MAXIMUM BLOW COUNT 3 -4 BLOWS/INCH. MINIMUM SPACING SHALL BE

NOT LESS THAN 4 PILE DIAMETER, IN ACCORDANCE USACE SPECIFICATION EM 1110-2-22906

COMPLETELY FROM THE GROUND AND DISPOSE OF OFF SITE.

AND OVERALL LENGTH.

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-54

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

ND

RC

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 HILLAIR WALK

PATCHOGUE, NY 11772

513 DP

LEJA PROPERTIES

A-109

6/14/2016

SCALE: NONE

GENERAL NOTES

1 REVISED PER USACE COMMENTS 08-18-17

2 REVISED PER ARCHITECT'S COMMENTS 09-18-17

1 USACE CD REVIEW 11-11-16

3 TOB BD CD PERMIT REVIEW 06-30-17

2 USACE CD REVIEW 06-23-17

4 USACE CD REVIEW 09-21-17

5 TOB BD CD PERMIT REVIEW 09-18-17

3 USACE COMMENTS 01-12-18

4 USACE COMMENTS 04-09-18

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G-001 TITLE SHEET

206.69'

20°31'52"W

210.72' S20°31'52"E

75.24' S64°54'46"W

70.00' N69°28'08"E

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LK

ATLANTIC OCEAN

5.00' N69°28'08"E

.0

0' S °3 1' "E

CENTER WALK

(US COAST GUARD EASEMENT)

206.69' N 20°31'52"W

210.72' S20°31'52"E

75.24' S64°54'46"W

70.00' N69°28'08"E

195.00'

195.00'

SEA

JA

Y W

A

LK

ATLANTIC OCEAN

5.00' N69°28'08"E

.0

0' S °3 1' "E

CENTER WALK

(US COAST GUARD EASEMENT)

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-57

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

ND

RC

SCALE: AS SHOWN

EXISTING

CONDITIONS

PLAN AND

SECTION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 SEAJAY WALK

PATCHOGUE, NY 11772

517 DP

HASHER RESIDENCE

C-101

1 2

SCDPW REVIEW

NYSDEC PERMIT REVIEW

2/10/2016

1 DPW REVIEW

2-10-16

2 USACE REVIEW 6-13-16

3 7-22-16

TOB BD PERMIT REVIEW

7-27-16

5 TOB DEP PERMIT REVIEW 9-08-16

6 10-05-16

REVISED PER TOB - DEP COMMENT

11-09-16

USACE CD REVIEW

11-18-16

8 12-06-16TOB BZA REVIEW

REVISED AS PER PENDING

ZBA PRESENTATION

01-03-17

9 01-13-17

TOB BD PERMIT REVIEW

10 01-20-17

TOB BZA PERMIT REVIEW

11 USACE CD REVIEW 05-09-17

12 TOB BD CD PERMIT REVIEW 05-09-17

13 USACE CD REVIEW 09-21-17

206.69'

20°31'52"W

210.72' S20°31'52"E

75.24' S64°54'46"W

70.00' N69°28'08"E

195.00'

195.00'

SEA

JA

Y W

A

LK

ATLANTIC OCEAN

5.00' N69°28'08"E

.0

0' S °3 1' "E

CENTER WALK

(US COAST GUARD EASEMENT)

206.69' N 20°31'52"W

210.72' S20°31'52"E

75.24' S64°54'46"W

70.00' N69°28'08"E

195.00'

195.00'

SEA

JA

Y W

A

LK

ATLANTIC OCEAN

5.00' N69°28'08"E

.0

0' S °3 1' "E

CENTER WALK

(US COAST GUARD EASEMENT)

A

TL

A N

TI

C

O C

EA

N de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-57

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

ND

RC

C-102

12/22/2015

SCALE: AS SHOWN

PROPOSED

PLAN AND

SECTION

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

3 SEAJAY WALK

PATCHOGUE, NY 11772

517 DP

HASHER RESIDENCE

1 REVISED PER TOB - DEP COMMENT 11-09-16

REVISED AS PER PENDING

ZBA PRESENTATION

01-03-17

3 USACE COMMEMTS 04-09-18

R A

N '5

W

.6

S '5

E

.7

S64°54'46"W 75.24'

N69°28'08"E70.00'

S E

A J A

Y W

A L

K

N69°28'08"E

5.00'

S '5

.0

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

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

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

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

6. 5' MINIMUM DISTANCE FROM ANY PORTION OF TANK TO PROPERTY LINES AND

SECTION

M

IN

GROUNDWATER

PLAN

O

U R

S E

S

EL.=6.50

OF TANK

BOTTOM

GRADE

20'-0" 2'-0"

LIQUID LEVEL

4" PVC

PIPE

4" RUBBER

GASKET

OUTLETINLET

10'-7"

20"

6'-4"

5'-0"

3'-3"

GROUNDWATER

M I N

20" LID

CLEARANCE ABOVE

TOP OF INLET TEE

1"

4" PVC PIPE

HOLE IN PARTITION

4"Ø PASS-THROUGH

11'-0" 6'-0"

DIVIDER WALL

5/8"

(1) 2'-0" X 1'-0" FOR 1,000 GAL TANK

SEPTIC TANK CORNER ANCHOR ASSEMBLY

MID TANK TOP BRACE PLATE DETAIL

N.T.S.

N.T.S.

NUT AND 1/4"X2" WASHER

EMBEDDED 9" WITH

5/8"Ø GALV THREADED ROD

NORWESCO/SNYDER IND. INC.

ST. BONIFACIUS, MN

1000 GALLON CAPACITY

OR APPROVED EQUAL

MAX. EARTH COVER 3.0 FT,

4" RUBBER

GASKET

WITH 5/8" NUT AND 1/4"X2" WASHER

5/8"Ø GALV. THREADED ROD

MID TANK TOP BRACE PLATE

WITH NATIVE MATERIAL

BACKFILL TANK VOID

TO GRADE

6"Ø EXTENSION

COVER WITH

S A

N D

EL.=8.40'

GRADE

EL.=4.50'

WATER

GROUND

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

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

INLET (FIMI)

TO THE MORICHES

FIRE ISLAND INLET

05/19/2017

SEPTIC SYSTEM

517DP HASHER

NO. REVISIONS DATE

NO. SUBMITTALS DATE

1" = 20'

AP

C-103

0+50 1+00

0+50 1+00

0+00

0+00

SCALE: N.T.S.

TEST HOLE

SCALE: 1" = 20'

SCALE: 1" = 10'-0"

10 0 10 205

SCALE IN FEET

KEY PLAN

SCALE: 1" = 100'

100 0 100 20050

SCALE IN FEET

PROPOSED DUNE

LANDWARD LIMIT OF

PROPOSED DUNE

LANDWARD CREST OF

PROPOSED DUNE

LANDWARD LIMIT OF

PROPOSED DUNE

LANDWARD CREST OF

N

PARCEL

SUBJECT

OCEAN

ATLANTIC

N

ATLANTIC OCEAN

SCALE: 1/2" = 1'-0"

Mccahey

Mccahey & Patricia

Karen Mccahey' Ryan

Steven J. Hasher, APPROX. LOCATION

OF TEST HOLE

PERFORMED ON

05/9/2016

ELEVATION 8.40'

RESIDENCE

HASHER

LEACHING TANK DETAIL

SEPTIC TANK DETAIL

PROPOSED GRADE ELEV.

4" DIA. CLEANOUT

FLOW ARROW

ELBOW DOWN

HOUSE TRAP

BELOW GRADE 4" DIA. SDR 35 @ 1/8"/FT (MIN)

ABOVE GRADE 4" DIA. SDR 35 @ 1/8"/FT (MIN)

G9.80'

SITE PLAN LEGEND

DUNE WALK

B O

U N

D A

R Y

P R

O P

E R

T Y

B O

U N

D A

R Y

P R

O P

E R

T Y

BOUNDARY

PROPERTY

FRAME HOUSE

2 STOREY

±1,416 SF

FF 31.41'

2ND FL

FF 22.85'

1ST FL

EL. 31.41

2ND FL DECK

EL. 21.32

PLATFORM

EL. 22.85

PLATFORM

EL. 16.30

PLATFORM

DUNE WALK

B E

A C

H P

L U

M W

A L

K

D O

N E

L L

A W

A L

K

S E

A J

A Y W

A L

KCOMPLETE FROM THE GROUND

REGULATIONS AND REMOVED

IN ACCORDANCE WITH SCDHS

SYSTEM TO BE DECOMMISSIONED

OF EXISTING SEPTIC

APPROXIMATE LOCATION

H o w a d

L

R o w la n d a t r ic ia

R o w la n d

A r t h u

F c c illo

J r

N ic h o la s

F c c illo

J e n ie

S c u t a r i lp h

F u c c illo

CEHA LINE

11'-5"

ELEV 4.50'

GROUND WATER

LINE FOR EXISTING HOUSE JOISTS

CONTRACTOR SHALL HANG NEW SANITARY

CONTINUE TO NEW HOUSE CONNECTION.

H O

M E

E X

IS

T

G E O

F

EXISTING GRADE

SEPTIC TANK

TANK

LEACHING

(TYP)

@ 1/8"/FT MIN

4"Ø SDR 35

INV 11.05

G12.36

STA 0+14.5

INV 10.80

G12.36

STA 0+25.0

G11.92

STA 0+58.5

(M

INV 10.67

G11.92

STA 0+37.6

0+37.6

STA0+00

STA

0+58.5

STA

ELEV 6.50'

BOTTOM OF LEACHING TANKELEV 7.62'

BOTTOM OF SEPTIC TANK

PROPOSED GRADE

GRADE

PROPOSED

INV 10.67

INLET

ST

LT

G12.4

G11.9

09-20-17SCDHS PERMIT REVIEW1

ST

LT

NEW 1,000 GAL 10.58Lx5'Wx4.25'H TWO

COMPARTMENT SEPTIC TANK

MD#: N43517 AS MANUFACTURED BY

NORWESCO, OR APPROVED

SEE DETAIL 2/C103

EQUAL.SEE DETAIL 4/C103

5 6

FOR TEST HOLE DATA

SEE DETAIL 6/C103

PERFORMED ON 05/9/2016.

TEST HOLE LOCATED AT 517DP HASHER

SIZE = 20'L X 5'W X 4'-11"D

MIN REQUIRED LEACHING TANK

CAPACITY = 1,000

MINIMUM REQUIRED SEPTIC TANK

NO. BEDROOMS 4

LOT AREA = 15,978SF

200-987-02-23

SCTM NO.

LINES AND BUILDINGS.

6. 5' MINIMUM DISTANCE FROM ANY PORTION OF TANK TO PROPERTY

5. BOTTOM OF TANK TO BE OPEN.

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

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

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

INTERLOCK.

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

LEACHING TANK NOTES:

ELEVATION 19.1 IN NGVD 29

5.SITE LOCATED IN FLOOD ZONE VE-18 (NAVD 1988) WHICH IS

VERTICAL DATUM = NGVD 1929

HORIZONTAL DATUM = NAD 1983

& YOUNG , DATED 11/29/2014.

4.ALL SURVEY INFORMATION TAKEN FROM SURVEY PREPARED YOUNG

PIPING AND SEWAGE DISPOSAL SYSTEM PRIOR TO BACKFILLING.

SCHEDULE THE INSPECTION OF

3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE SCDHS TO

CONNECTED TO PUBLIC WATER.

2. NEIGHBORING PROPERTIES WITHIN 150' OF THE LOT ARE

WELL FIELDS WITHIN 150' OF THE PROPERTY.

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

SITE PLAN NOTES:

INV 11.05

INLET

INV 10.80

OUTLET

CONCRETE

CAST-IN-PLACE

ELEV 7.62'

SEPTIC TANK

BOTTOM OF

GRADE

PROPOSED

GRADE

PROPOSED

FLOOD ELEVATION

ABOVE THE BFE

TO BE REINSTALLED

ELECTRIC. METER

OF UNDERGROUND

VERIFY LOCATION

CONTRACTOR TO

ELEC.

JOISTS

PIPE FROM HOUSE

EXISTING. HANG

CONNECT TO

FURNISH AND INSTALL A PVC SLEEVE FOR THE PIPE.

SERVICE IS ENCOUNTERED, THE CONTRACTOR SHALL

DISTANCE FROM PROPOSED SEPTIC SYSTEM. IF WATER

LOCATION AND MAINTAINING REQUIRED 10' SEPERATION

CONTRACTOR IS RESPONSIBLE FOR VERIFIYING EXACT

APPROXIMATE LOCATION OF EXISTING WATER SERVICE.

WATER

0+14.5

STA

NEW 20'Lx5'Wx4.92'H LEACHING TANK

SEPTIC SYSTEM PROFILE

SITE PLAN

SCALE: N.T.S.

INV 11.20

G11.95

STA 0+00

NORWESCO/SNYDER IND. INC.

ST. BONIFACIUS, MN

1000 GALLON CAPACITY

MAX. EARTH COVER 3.0 FT

SERIAL NUMBER EMBOSSED

HERE CAN BE REFERENCED

TO THE DATE OF

MANUFACTURE

I N

C O

V E

R

M A

X

TO GRADE

DIA. EXTENTION

COVER WITH 6"

200-987-02-23

7'-8"17'-1"

09-21-172 USACE CD REVIEW

0+25.0'

STA

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

It is a violation of Section 7209 of the

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

RM

RC

D-101

SCALE: AS SHOWN

PILE/SUBSTRUCTURE

DEMOLITION

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

5991-57

3 SEAJAY WALK

PATCHOGUE, NY 11772

517 DP

HASHER RESIDENCE

USACE CD REVIEW

11-18-16

2 USACE CD REVIEW 05-09-17

3 TOB BD CD PERMIT REVIEW 05-09-17

4 USACE CD REVIEW…