Plans_1_of_4.pdf

PDF 7 MB Posted Jun 7, 2018

Attached to: Fire Island Maintenance Project 3B3
Solicitation number: W912DS18B0008
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Plans 1/4

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File	Type	Posted
B.01.02_Bid_Abstract_W912DS18C0008.xlsx	XLSX spreadsheet	Jul 24, 2018
FIMI_Specs.pdf	PDF	Jun 7, 2018
Plans_4_of_4.pdf	PDF	Jun 7, 2018
Plans_3_of_4.pdf	PDF	Jun 7, 2018
Solicitation_W912DS18B0008.pdf	PDF	Jun 7, 2018
plans_2_of_4.pdf	PDF	Jun 7, 2018

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A T

E description of the alteration.

signature, the date of the alteration and a specific his seal and the notation "altered by" followed by his who directs another to so alter, shall affix to the items altered, the Professional Engineer who so alters, or any item on this material in any way. If any item is so direction of a licensed Professional Engineer, to alter illegal for any person, unless acting under the

Under N.Y.S. Educational Law Sec. 7209 Sub.2, it is

NOTE:

COUNTY OF SUFFOLK

DEPARTMENT OF PUBLIC WORKS

TOWN OF BROOKHAVEN, SUFFOLK COUNTY, NY

CONTRACT DRAWINGS FOR

JANUARY 2018

FIMI CONTRACT NUMBER 3B3

OwnerMap

3B3 BASE

OwnerMap

KEYES537DP

GINSBERG536DP

HASHER517DP

LEJA BEACH PROPERTIES 513DP

BAYSIDE ASSOCIATES511DP

VAN ALSTYNE253PW

3B3 OPTION

DAVIS PARK AND POINT O' WOODS

HOUSE RELOCATION AND SEPTIC SYSTEMS

I N

ISLIP

BROOKHAVEN

I V

GREAT SOUTH

BAY

NNNN

G-001 TITLE SHEET

3.000 ari@debruinengineering.com

MAP 253 PW

#135

3 STY

FRAME

HOUSE

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-86

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.

C-101

07/22/2016

SCALE: AS SHOWN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

253 PW

VAN ALSTYNE RESIDENCE

P o i n t

W o o d s

A s s o c i a t i o n r e p u t e d o w n e r

W i l l a r d

M o o r e

N a n c y

H a l l e t t

P e r k e r

H a n d y

N o w o r

F o r m e r l y o f

P o i n t

W o o d s

A s s o c i a t i o n

556 OCEAN WALK

EXISTING

CONDITIONS

PLAN AND

SECTION

1 SCDPW ASSESSMENT REVIEW 07-26-16

1 2

0200-985.80-01.00-031.000

Now or Formerly of

Joan Van Alstyne Johnson

Keats Van Alstyne

Ellen Van Alstyne Starrat

William C. Ferguson

2 SCDPW ASSESSMENT REVIEW 09-16-16

3 TOB DEP PERMIT REVIEW 10-19-16

4 TOB BD PERMIT REVIEW 11-02-16

5 TOB BD PERMIT REVIEW 01-30-17

6 TOB BZA PERMIT REVIEW 02-01-17

7 USACE CD REVIEW 05-22-17

0 20 4010

SCALE IN FEET

0 10 20 5

SCALE IN FEET

8 TOB BD CD PERMIT REVIEW 06-30-17

1 REVISED PER USACE COMMENTS 08-18-17

9 USACE CD REVIEW 08-18-17

10 TOB BD CD PERMIT REVIEW 09-18-17

2 USACE COMMENTS 01-17-18

3 USACE COMMENTS 04-09-18

MAP 253 PW

BOARDWALK

R A

M P

WOOD DECK

STEPS

HOUSE

FRAME

3 STY

#135

EL:8.8 EL:8.8

EL:10.5 EL:10.5

EL:12.7 EL:12.5

GRADE

TO EXISTING

DOWN

3:1 SLOPE

EL.=4.10'

OF TANK

BOTTOM

253PW - Van Alstyne

20'-0" 2'-0"

SECTION

GROUNDWATER

PLAN

C O

U R

S E

EL.=4.10'

OF TANK

BOTTOM

NOTES:

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

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.

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

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

EL.=10.20'

GRADE

EL.=2.10'

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.

INLET (FIMI)

TO THE MORICHES

FIRE ISLAND INLET

05/19/2017

SEPTIC SYSTEM

NO. REVISIONS DATE

NO. SUBMITTALS DATE

SCALE: AS SHOWN

253PW

556 OCEAN WALK

VAN ALSTYNE RESIDENCE

C-103

E X

G H

O M

E D

G E O

P R

O P

E R

T Y L

0+00

0+50 1+00

SCALE: N.T.S.

TEST HOLE

SCALE: 1" = 20'

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

SCALE: 1" = 10'

PARCEL

SUBJECT

10 0 10 205

SCALE IN FEET

KEY PLAN

SCALE: 1" = 100'

100 0 100 20050

SCALE IN FEET

OCEAN

ATLANTIC

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

LEACHING TANK DETAIL

SEPTIC TANK DETAIL

DUNE

PROPOSED

CREST OF

LANDWARD

DUNE

PROPOSED

LIMIT OF

LANDWARD

RESIDENCE

VAN ALSTYNE

NEW YORK AVENUE

JOISTS

HANG PIPE FROM HOUSE

CONNECT TO EXISTING.

W E

S T S

T R

E E

M A P

William C. Ferguson Ellen Van Alstyne Starrat

Keats Van Alstyne Joan Van Alstyne Johnson

Now or Formerly of

SEPTIC SYSTEM

FROM PROPOSED

SEPARATION DISTANCE

MAINTAINING REQ'D. 10'

LOCATION AND

VERIFING EXACT

RESPONSIBLE FOR

SERVICE. CONTRACTOR IS

EXISTING WATER

APPROX. LOCATION OF

1 SCDHS PERMIT REVIEW 08-11-17

W E

S T S

T R

E E

T 90.00'

CEHA LINE

SCALE: NTS

SEPTIC TANK LEACHING TANK

ELEV 2.10'

GROUND WATER

SANITARY PROFILE

ELEV 5.36'

BOTTOM OF SEPTIC TANK

ELEV 5.36'

SEPTC TANK

BOTTOM OF

INV 8.86

INLET

E H

5'-0"

INV 8.61

OUTLET

INV 8.44

INLET

G9.94 G9.52

ELEV 4.10'

BOTTOM OF LEACHING TANK

SITE PLAN

FOR TEST HOLE DATA

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

SUBJECT PROPERTY) PERFORMED

(APPROXIMATELY 600' EAST OF

TEST HOLE LOCATED AT 267PW ALLEN

LINE REPRESENTS RADIUS LIMIT FROM

INV 8.44

G9.52

STA 0+38.6

INV 8.61

G9.94

STA 0+21.2

INV 8.86

G9.94

STA 0+8.1

(TYP)

@ 1/8"/FT MIN

4"Ø SDR 35

EXISTING GRADELINE FOR EXISTING HOUSE JOISTS

CONTRACTOR SHALL HANG NEW SANITARY

CONTINUE TO NEW HOUSE CONNECTION.

0+00

STA

0+21.2

STA

0+38.6

STA

90.00'

GRADE (TYP)

TO EXISTING

DOWN

3:1 SLOPE

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 = ±8,100SF

0200-985.80-01.00-031.000

SCTM NO.

PROPOSED GRADE

SITE PLAN LEGEND

EL:8.7

G9.80

GRADING

LIMI T OF PROPOSED

TANKS

PROPANE

METER

ELEC.

VALVE

WATER

WOOD DECK

G9.52

G9.93

EXISTING GRADE ELEV.

PROPOSED GRADE ELEV.

4" DIA. CLEANOUT

FLOW ARROW

ELBOW DOWN

HOUSE TRAP

SDR 35 @ 1/8"/FT (MIN)

BELOW GRADE 4" DIA.

SDR 35 @ 1/8"/FT (MIN)

ABOVE GRADE 4" DIA.

SEE DETAIL 2/C103

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

APPROVED EQUAL. SEE DETAIL 3/C103

MANUFACTURED BY NORWESCO, OR

COMPARTMENT SEPTIC TANK MD#: N43504 AS

NEW 1,500 GAL 13.08'x5.75'x4.25' TWO

COMPLETE FROM THE GROUND

REGULATIONS AND REMOVED

IN ACCORDANCE WITH SCDHS

SYSTEM TO BE DECOMMISSIONED

OF EXISTING SEPTIC

APPROXIMATE LOCATION

DUNE

PROPOSED

CREST OF

LANDWARD

DUNE

PROPOSED

LIMIT OF

LANDWARD

WHICH IS ELEVATION 17.1 IN NGVD 29

5.SITE LOCATED IN FLOOD ZONE VE-16 (NAVD 1988)

VERTICAL DATUM = NGVD 1929

HORIZONTAL DATUM = NAD 1983

DATED 2/26/2015.

PREPARED BY HIRANI ENGINEERING & AND SURVEYING,

4.ALL SURVEY INFORMATION TAKEN FROM SURVEY

SEWAGE DISPOSAL SYSTEM PRIOR TO BACKFILLING.

SCDHS TO SCHEDULE THE INSPECTION OF PIPING AND

3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE

ARE CONNECTED TO PUBLIC WATER.

2. NEIGHBORING PROPERTIES WITHIN 150' OF THE LOT

WATER WELL FIELDS WITHIN 150' OF THE PROPERTY.

1. PURSUANT TO SCWA RECORDS, THERE ARE NO PUBLIC

SITE PLAN NOTES:

PROPERTY LINES AND BUILDINGS.

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

5. BOTTOM OF TANK TO BE OPEN.

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

SOLID FACE OUT.

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

BLOCK.

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

WITH 1-1/2" INTERLOCK.

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

LEACHING TANK NOTES:

(C E

H A

HOUSE

FRAME

3 STY

#135

2,127± SF

SCDHS PERMIT REVIEW 11-21-172

SCTM No.: 0200-985.80-01.00-031.000

SANDY REBUILD

SCDHS No.: R02-17-0192

0+8.1

STA

PIPING TO BE REMOVED

EXISTING SANITARY

3'-10"

SCDHS PERMIT REVIEW 12-21-173

12-21-171 SCDHS COMMENTS

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 INCIDATED.

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

OF PROJECT.

22. CONTRACTOR SHALL HIRE A LICENSED LAND SURVEYOR TO PREPARE FINAL SURVEYS MEETING THE REQUIREMENTS OF SCDHS AND BROOKHAVEN BUILDING DEPARTMENT. SURVEYS SHALL BE SUBMITTED TO

AGENCIES AND OWNER.

23. 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.

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 THAT IS REMOVED FROM FIRE ISLAND SHALL BE TRANSPORTED VIA BOAT OR BARGE, THEN RECYCLED OR DISPOSED OF AT A PERMITTED SOLID WASTE FACILITY. CONTRACTOR SHALL PROVIDE RECEIPTS ACCOUNTING FOR THE HAULING, DISPOSAL, RECYCLING, OR SALE OF ALL MATERIAL.

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

COMPLETION OF PROJECT.

12.PROTECTION OF VEGETATION - 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.

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-86

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.

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

135 NEW YORK AVE

253PW

VAN ALSTYNE RESIDENCE

C-104

SCALE: NONE

GENERAL NOTES

6/30/16

1 USACE CD REVIEW 05-22-17

2 USACE CD REVIEW 08-18-17

1 REVISED PER USACE COMMENTS 08-18-17

3 TOB BD CD PERMIT REVIEW 09-18-17

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

3 USACE COMMENTS 12-08-17

4 USACE COMMENTS 04-09-18

I N

ISLIP

BROOKHAVEN

I V

GREAT SOUTH

BAY

NNNN

G-001 TITLE SHEET

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-53

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.

C-101

SCALE: AS SHOWN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

2/10/2016

EXISTING

CONDITIONS

PLAN AND

SECTION

1 DPW REVIEW 2-10-16

2 USACE REVIEW 6-13-16

3 SCDPW ASSESSMENT REVIEW 7-15-16

4 SCDPW REVIEW 7-27-16

5 TOB DEP PERMIT REVIEW 9-12-16

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

6 TOB BD PERMIT REVIEW 12-08-16

SCDPW ASSESSMENT REVIEW

12-12-16

190.86' S20°31'52"E

50.10' S65°47'47"W

194.07' N 20°31'52"W

243.00'

PEPPER

G E W

CENTER WALK

ATLANTIC OCEAN

50.00' N69°28'08"E

190.86' S20°31'52"E

50.10' S65°47'47"W

194.07' N 20°31'52"W

243.00'

PEPPER

G E W

CENTER WALK

ATLANTIC OCEAN

50.00' N69°28'08"E de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-53

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.

C-102

12/23/2015

SCALE: AS SHOWN

PROPOSED

PLAN AND

SECTION

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

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

2 REVISED PER SCDPW COMMENTS 12-12-16

REVISED AS PER PENDING

ZBA PRESENTATION

01-03-17

4 USACE COMMENTS 04-09-18

16.55

11.09

9.91

11.62

13.20

9.89

16.51

12.17

9.40

8.17

7.65

9.58

10.37

8.77

8.64

9.43

10.08

8.46

14.06

11.64

11.36

W O

L K

S '5

S65°47'47"W 50.10'

N '5

ATLANTIC OCEAN

50.00' N69°28'08"E

NOTES:

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

ASSOC.

SECTION A-A

1 GRADE

GROUNDWATER

5'-0"

2'-0"

PLAN

U R

S E

EL.=5.90

OF TANK

BOTTOM

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.

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

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

EL.=7.90'

GRADE

EL.=3.90'

WATER

GROUND

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

of the alteration.

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.

INLET (FIMI)

TO THE MORICHES

FIRE ISLAND INLET

05/19/2017

SEPTIC SYSTEM

511DP BAYSIDE

NO. REVISIONS DATE

NO. SUBMITTALS DATE

1" = 20'

C-103

SCTM No.:

SANDY REBUILD

SCDHS No.: TBD

0+50 1+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

PARCEL

SUBJECT

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

Associates, Inc.

Bayside

RESIDENCE

BAYSIDE

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

B O

U N

D A

R Y

P R

O P

E R

T Y

BOUNDARY

PROPERTY

P R

O P

E R

T Y

U N

D A

R Y

±1,084 SF

FRAME HOUSE

2 STY

APPROX. LOCATION

OF TEST HOLE

PERFORMED ON

05/9/2016

ELEVATION 7.90'

EL. 29.52'

2ND FL DECK

EL. 29.52'

2ND FL DECK

T W

A L

DUNE WALK

P E

P P

E R

G E W

A L

JOISTS

HANG PIPE FROM HOUSE

CONNECT TO EXISTING.

COMPLETE FROM THE GROUND

REGULATIONS AND REMOVED

IN ACCORDANCE WITH SCDHS

SYSTEM TO BE DECOMMISSIONED

OF EXISTING SEPTIC

APPROXIMATE LOCATION

V ic t o r ia

R u d t k e

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

In c

FF 29.52'

CEHA LINE

SEPTIC TANK

TANK

LEACHING

ELEV 5.90'

BOTTOM OF LEACHING TANK

INV 10.32

G11.74

STA 0+13.4

INV 10.24

G11.70

STA 0+21.6

G11.70

STA 0+37.6

LINE FOR EXISTING HOUSE JOISTS

CONTRACTOR SHALL HANG NEW SANITARY

CONTINUE TO NEW HOUSE CONNECTION.

H O

M E

E X

G E O

EXISTING GRADE

(TYP)

@ 1/8"/FT MIN

4"Ø SDR 35

0+37.6

STA

ELEV 3.90'

GROUND WATER

ELEV 6.99'

BOTTOM OF SEPTIC TANK

INV 10.24

INLET

G11.7

G11.5 LT

0+21.6

STA

DUNE

PROPOSED

LIMIT OF

LANDWARD

DUNE

PROPOSED

CREST OF

LANDWARD

ATLANTIC OCEAN

5 6

FOR TEST HOLE DATA

SEE DETAIL 5/C103

ON 05/9/2016.

511DP BAYSIDE PERFORMED

TEST HOLE LOCATED AT

NORWESCO, OR APPROVED

EQUAL.SEE DETAIL 4/C103

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 = 9,623SF

200-986.90-02-64

SCTM NO.

INV 10.57

INLET

INV 10.32

OUTLET

CONCRETE

CAST-IN-PLACE

GRADE

PROPOSED

09-20-17SCDHS PERMIT REVIEW1

COMPARTMENT SEPTIC TANK

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

MD#: N43504 AS MANUFACTURED BY

ELEV 6.99'

SEPTIC TANK

BOTTOM OF

GRADE

PROPOSED

GRADE

EXISTING

SITE PLAN

SCALE: N.T.S.

NEW IRREGULAR LEACHING TANK

FOR CONSTRUCTION DETAILS

SEE DETAIL 2/C103

INV 10.57

G11.74

STA 0+00

0+13.4

STA

2'-0"

3'-3"

0+00

STA

SEPTIC SYSTEM PROFILE

200-986.90-02-64

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 11/26/2014.

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:

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:

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.

DECK PILE LOCATIONS

INSTALLATION WITH

COORDINATE TANK

DECK. CONTRACTOR TO

INSTALLED BELOW

SEPTIC TANK SHALL BE

09-21-172 USACE CD REVIEW

10-18-173 SCDHS PERMIT REVIEW

10-18-171 REVISED PER SCDHS COMMENTS

R02-17-0225

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

D-101

4/7/2017

SCALE: AS SHOWN

PILE/SUBSTRUCTURE

DEMOLITION

PLANS

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

D-102

4/7/2017

SCALE: AS SHOWN

DECK

DEMOLITION

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

D-103

4/7/2017

SCALE: AS SHOWN

DECK

DEMOLITION

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

D-104

4/7/2017

SCALE: AS SHOWN

DECK

DEMOLITION

ELEVATION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-101

4/7/2017

SCALE: AS SHOWN

PILE/SUBSTRUCTURE

PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-102

4/7/2017

SCALE: AS SHOWN

UPPER LEVEL

FRAMING PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-103

4/7/2017

SCALE: AS SHOWN

FIRST FLOOR

DECK PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-104

4/7/2017

SCALE: AS SHOWN

SECOND FLOOR

DECK PLAN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-105

4/7/2017

SCALE: AS SHOWN

NORTH ELEVATION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-106

4/7/2017

SCALE: AS SHOWN

EAST ELEVATION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 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

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

4/7/2017

SCALE: AS SHOWN

SOUTH

ELEVATION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

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

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

4/7/2017

SCALE: AS SHOWN

WEST ELEVATION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

1 USACE COMMENTS 04-09-18

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-109

4/7/2017

SCALE: AS SHOWN

SECTION A-A

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-110

SCALE: AS SHOWN

DECK DETAILS I

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

4/7/2017

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-111

SCALE: AS SHOWN

DECK DETAILS II

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

4/7/2017

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

PEPPERIDGE WALK

BAYSHORE, NY 11706

511 DP

BAYSIDE ASSOCIATES

5991-53

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 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.

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.

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.

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.

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.

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.

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