Plans_4_of_4.pdf

PDF 8 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 4/4

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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_1_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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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.

A-113

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

1st WALK

PATCHOGUE, NY 11772

536 DP

GINSBERG RESIDENCE

5991-72

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

1 REVISED PER USACE COMMENTS 09-18-17

5 TOB BD CD PERMIT REVIEW 09-18-17

6 USACE CD REVIEW 09-21-17

2 USACE COMMENTS 04-09-18

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

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

A-114

SCALE: AS SHOWN

WALKOVER

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

1st WALK

PATCHOGUE, NY 11772

536 DP

GINSBERG RESIDENCE

5991-72

ALL WALKOVER WORK IS

BY OWNER UNDER

SEPARATE CONTRACT

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-115

SCALE: AS SHOWN

WALKOVER

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

1st WALK

PATCHOGUE, NY 11772

536 DP

GINSBERG RESIDENCE

5991-72

ALL WALKOVER WORK IS

BY OWNER UNDER

SEPARATE CONTRACT

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

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:

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)

536 DP

GINSBERG RESIDENCE

A-116

6/14/2016

SCALE: NONE

GENERAL NOTES

1 USACE REVIEW 10-24-16

1 REVISED PER USACE COMMENTS 08-18-17

4 TOB BD CD PERMIT REVIEW 09-18-17

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

2 USACE CD REVIEW 05-09-17

3 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

3 USACE COMMENTS 01-12-18

4 USACE COMMENTS 04-09-18

I N

ISLIP

BROOKHAVEN

I V

GREAT SOUTH

BAY

NNNN

G-001 TITLE SHEET

276.55' N 20°29'11"W

277.02' S20°29'11"E

111.95' S63°31'32"W

112.00' N63°17'19"E

CENTER WALK

(DUNE WALK)

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-73

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.

SCALE: AS SHOWN

EXISTING

CONDITIONS

PLAN AND

SECTION

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

C-101

2/10/2016

6 NYSDEC PERMIT REVIEW 10-05-16

7 USACE REVIEW 10-24-16

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

8 USACE CD REVIEW 05-09-17

9 TOB BD CD PERMIT REVIEW 05-09-17

10 USACE CD REVIEW 09-21-17

276.55'

20°29'11"W

277.02' S20°29'11"E

111.95' S63°31'32"W

112.00' N63°17'19"E

CENTER WALK

(DUNE WALK)

276.55' N 20°29'11"W

277.02' S20°29'11"E

111.95' S63°31'32"W

112.00' N63°17'19"E

CENTER WALK

(DUNE WALK)

de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

5991-73

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

12/22/2015

SCALE: AS SHOWN

PROPOSED

PLAN AND

SECTION

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

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

2 USACE COMMENTS 04-09-18

N '1

S '1

S63°31'32 "W

111.95'

N63°17'19 "E

112.00'

(DUNE WALK)

CENTER WALK

ATLANTIC OCEAN

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.=9.50'

GRADE

EL.=4.30'

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

537DP KEYES

NO. REVISIONS DATE

NO. SUBMITTALS DATE

1" = 20'

C-103

0+50

0+00

0+00 1+00

1+00

PLAN

SECTION

KEYES

GEOTEX NOT SHOWN ON THIS VIEW

GROUNDWATER

IN TANK

TO SEPTIC

40' - 0"

GRADE

VENTED CAP

COVER VENT PIPE

PLANT BUSHES TO

22.5 DEG PVC BEND

45 DEG PVC ELBOW

PVC TEE

PVC ELBOW

45 DEG

NO ROOTS OR STONES

BACKFILL MATERIAL SHALL BE CLEAN,

MODULE (TYP)

EVERY OTHER GSF

PIPE WITH WIRE CLAMP

SECURE PERFORATED

HUMUS AND DREDGING

FREE OF TOPSOIL,

CLEAN RUN SAND,

SIZE 36" W X 48" L X 7" H (TYP).

ELJEN GEOTEXTILE SAND FILTER

GSF MODULES:

SOLID COVER

DRAIN BASIN WITH

2' DIA NYLOPLAST

4" SLEEVE

NO ROOTS OR STONES

BACKFILL MATERIAL SHALL BE CLEAN,

GSF MODULES.

INSTRUCTIONS. WRAP GEOTEX UNDER

GEOTEXTILE AS PER MANUFACTURER

INSTALL ELJEN PROVIDED

CONCRETE

W/ 3,000 PSI

POUR INVERT

SDR 35 @ 1/8"/FT

4" DIA PVC PIPE

EL.=7.19'

OF SYSTEM

BOTTOM

HOLES AT BOTTOM.

PERFORATED PIPE

4" DISTRIBUTION

SEE NOTE 3

ASTM C33 -

SAND BED

SPECIFIED

SCALE: N.T.S.

TEST HOLE

SCALE: 1" = 20'

SCALE: 1" = 10'-0"

20 0 20 4010

SCALE IN FEET

KEY PLAN

SCALE: 1" = 100'

100 0 100 20050

SCALE IN FEET

PROPOSED DUNE

LANDWARD LIMIT OF

PARCEL

SUBJECT

ATLANTIC OCEAN

SCALE: 1/4" = 1'-0"

Susan E. Keyes

Bruce R. Keyes &

RESIDENCE

KEYES

DUNE WALK

BOUNDARYPROPERTY

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

SEPTIC TANK

W H

A L E

B O

N E W

A L

DUNE WALK

G .5

P a t r ic ia

A n e

R iz z u t o

R o b e r t

G in s b e r g

A n e t t e

G in s b e r g

ELJEN SYSTEM

CEHA LINE

ELEV 4.30'

GROUND WATER

SEPTIC TANK

EXISTING GRADE

H O

M E

E X

E D

G E O

SITE PLAN

SEPTIC SYSTEM PROFILE

SCALE: N.T.S.

ATLANTIC OCEAN

FRAME HOUSE

2 STOREY

±1,791 SF

EL. 17.36'

PLATFORM

EL. 11.90'

WALKWAY

EX.

TEST HOLE

ELEVATION 9.50'

PERFORMED ON

05/11/2016

29.85

EL.

DECK

FLR.

2ND

26'-5" 8'-1"

HOUSE JOISTS

LINE FOR EXISTING

HANG NEW SANITARY

CONTRACTOR SHALL

HOUSE CONNECTION.

CONTINUE TO NEW

INV 8.92

G9.75

STA 0+00

COMPARTMENT SEPTIC TANK

PROPOSED DUNE

LANDWARD CREST OF

G9.80'

SITE PLAN LEGEND

13.08Lx5.75'Wx4.25'H TWO

NEW 1,500 GAL

MD#: N43504 AS MANUFACTURED

BY NORWESCO, OR APPROVED

INV 8.60

G10.34

STA 0+32.1

INV 8.35

G10.57

STA 0+45.2

GRADE

EXISTING

ELEV 5.02'

SEPTIC TANK

BOTTOM OF

CONCRETE

CAST-IN-PLACE

ELEV 5.02'

BOTTOM OF SEPTIC TANK

INV 8.60

INLET

INV 8.35

OUTLET

GRADE

EXISTING

M I N

C O

V E

M A

09-28-17SCDHS PERMIT REVIEW1

09-28-172 USACE CD REVIEW

SEE DETAIL 2/C103

NEW ELJEN SYSTEM.

DUNE

PROPOSED

LIMIT OF

LANDWARD

DUNE

PROPOSED

CREST OF

LANDWARD

FOR TEST HOLE DATA

SEE DETAIL 6/C103

ON 05/9/2016.

537DP KEYES PERFORMED

TEST HOLE LOCATED AT

INV 8.30

G10.62

STA 0+50.2 INV 8.51

G11.33

STA 0+98.6

INV 8.27

G10.64

STA 0+53.2

EQUAL.SEE DETAIL 3/C103

INV 8.27

G11.24

STA 0+93.2

(TYP)

@ 1/8"/FT MIN

4"Ø SDR 35

LEACHING SYSTEM

0+00

STA

JOISTS

FROM HOUSE

HANG PIPE

EXISTING.

CONNECT TO

0+32.1

STA 0+45.2

STA

0+53.2

STA

ELEVATION 17.1 IN NGVD 29

VE-16 (NAVD 1988) WHICH IS

5.SITE LOCATED IN FLOOD ZONE

VERTICAL DATUM = NGVD 1929

HORIZONTAL DATUM = NAD 1983

DATED 12/13/2014.

SURVEY PREPARED BY YOUNG & YOUNG,

4.ALL SURVEY INFORMATION TAKEN FROM

DISPOSAL SYSTEM PRIORTO BACKFILLING.

THE INSPECTION OF PIPING AND SEWAGE

CONTACTING THE SCDHS TO SCHEDULE

3. CONTRACTOR IS RESPONSIBLE FOR

PUBLIC WATER.

150' OF THE LOT ARE CONNECTED TO

2. NEIGHBORING PROPERTIES WITHIN

WITHIN 150' OF THE PROPERTY.

ARE NO PUBLIC WATER WELL FIELDS

1. PURSUANT TO SCWA RECORDS, THERE

SITE PLAN NOTES:

MODULES.

PLACED BELOW AND AROUND THE GSF

THAN 5% PASSING A #200 SIEVE SHALL BE

THAN 10% PASSING A #100 SIEVE AND LESS

3. ASTM C33 SPECIFIED SAND WITH LESS

BACKWASH FROM A WATER SOFTENER.

2. THIS SYSTEM IS NOT DESIGNED FOR

USE WITH A GARBAGE DISPOSAL.

1. THIS SYSTEM IS NOT DESIGNED FOR

LEACHING TANK NOTES:

SCTM NO.

0200-987.00-05.00-019.000

LOT AREA = 30,817 SF

NO. BEDROOMS 5

MINIMUM REQUIRED SEPTIC TANK

CAPACITY = 1,500

ELEV 7.19'

BOTTOM OF LEACHING FIELD(2

PROPOSED GRADE ELEV.

4" DIA. CLEANOUT

FLOW ARROW

ELBOW DOWN

HOUSE TRAP

PERFORATED PIPE

BELOW GRADE 4" DIA.

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

BELOW GRADE 4" DIA.

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

ABOVE GRADE 4" DIA.

COMPLETELY FROM THE GROUND

REGULATIONS AND REMOVED

IN ACCORDANCE WITH SCDHS

SYSTEM TO BE DECOMMISSIONED

OF EXISTING SEPTIC

APPROXIMATE LOCATION

10-23-173 SCDHS PERMIT REVIEW

10-23-171 REVISED PER SCDHS COMMENTS

MIN REQUIRED LEACHING SYSTEM

EXPANSION.

AND AN ADDITIONAL ROW FOR 50%

USE 2 ROWS OF (10) MODULES = 80 FT

PROPOSED LENGTH OF TRENCH:

458 SF/ 6 SF/FT = 76 FT OF TRENCH

ELGEN LEACHING RATE = 6 SF/FT

REQUIRED LENGTH OF TRENCH:

550 GPD=458 SF TRENCH AREA

TRENCH AREA:

5 BEDROOM * 110 GPD/BR=550 GPD

DAILY FLOW:

INV 8.32

G10.61

STA 0+48.2 SANDY REBUILD

SCTM No.: 0200-987.00-05.00-019.000

SCDHS No.: R02-17-0252

SEE DETAIL C103/2)

EXCAVATION TRENCH

(5' SEPARATION TO

5'-6" TO MODULES

EXPANSION

FUTURE

CLARITY. SEE DETAIL C-103/2

EXCAVATION NOT SHOW FOR

LIMITS OF TRENCH

3'-0" (TYP)

5'-0" (TYP)

W H

A L

E B

O N

E W

A L

0+93.2

STA

EL. 20

.85'

1ST FLR. DECK

2ND FF 30.00'

1ST FF 21.08'

FROM THE NEW SYSTEM.

PIPE AND MAINTAIN MINIMUM 5' SEPARATION

FURNISH AND INSTALL A PVC SLEEVE FOR THE

IS ENCOUNTERED, THE CONTRACTOR SHALL

PROPOSED SEPTIC SYSTEM. IF WATER SERVICE

THE REQUIRED 10' SEPERATION DISTANCE FROM

VERIFIYING EXACT LOCATION AND MAINTAINING

SERVICE. CONTRACTOR IS RESPONSIBLE FOR

APPROXIMATE LOCATION OF EXISTING WATER

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

03/22/2017

SCALE: AS SHOWN

PILE/SUBSTRUCTURE

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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

03/22/2017

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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

03/22/2017

SCALE: AS SHOWN

DEMOLITION

SECTIONS

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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

03/22/2017

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-102

03/22/2017

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-103

03/22/2017

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-104

03/22/2017

SCALE: AS SHOWN

NORTH AND

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-105

03/22/2017

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-106

03/22/2017

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

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-107

03/22/2017

SCALE: AS SHOWN

SECTIONS

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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

A-108

WALKOVER PLANS AND

ELEVATION

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.

SCALE: AS SHOWN

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 03-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

03/22/2017

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

BY OWNER UNDER

SEPARATE CONTRACT

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-109

SCALE: AS SHOWN

DECK DETAILS I

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

03/22/2017

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-110

SCALE: AS SHOWN

DECK DETAILS II

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

03/22/2017

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

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-111

SCALE: AS SHOWN

WALKOVER

DETAILS I

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

03/22/2017

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

BY OWNER UNDER

SEPARATE CONTRACT

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-112

SCALE: AS SHOWN

WALKOVER

DETAILS II

NO. SUBMITTALS DATE

FIRE ISLAND INLET

TO THE MORICHES

INLET (FIMI)

1 DPW REVIEW 3-23-16

2 NYSDEC & SCDPW REVIEW 06-14-16

03/22/2017

31 DUNE WALK

PATCHOGUE, NY 11772

537 DP

KEYES RESIDENCE

5991-73

BY OWNER UNDER

SEPARATE CONTRACT

3 USACE CD REVIEW 05-09-17

4 TOB BD CD PERMIT REVIEW 05-09-17

5 USACE CD REVIEW 09-21-17

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…

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