HomeMy WebLinkAbout48312-Z ° TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 48312 Date: 9/20/2022
Permission is hereby granted to:
Little Ducks Real LLC
100 Davids Dr
Hauppauge, NY 11788
To: construct accessory in-ground swimming pool as applied for per DEC NJ letter and
Trustees approval.
At premises located at:
2095 Nassau Point Rd, Cutcho ue
SCTM #473889
Sec/Block/Lot# 104.-13-3
Pursuant to application dated 8/8/2022 and approved by the Building Inspector.
To expire on 3/21/2024.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Buil ing Inspector
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-95021tt s: www. OutCldtwta wv
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
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PERMIT N0,
Building Inspector:, ,
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Name: Little Ducks Realty, LLC, Christine Paparella SCTM#1000 104-13-3
Project Address: 2095 Nassau Point Road, Cutchogue
Phone#: 516-361-6100 Email: jacerra@broadwaynational.com
Mailing Address: 100 Davids Drive, Hauppauge, NY 11788
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Name: Lisa Poyer,Twin Forks Permits
Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946
Phone#: 631-644-5998 Email: lisa@twinforkspermits.com
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Name: John C. Gramlich, Architect
Mailing Address: PO Box 820, Yaphank, NY 11980
Phone#: 631-384-1752 Email: jcgramlich@gmail.com
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Name: Owner
Mailing Address:
Phone#: Email:
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5C New Structure ❑Addition ❑Alteration ❑Repair 5d Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? 5lYes El No Will excess fill be removed from premises? ❑Yes U)No
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Existing use of property: Single Family Residence Intended use of property: Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? RlYes ❑No IF YES, PROVIDE A COPY.
Tri jstpp Pr rnvenant
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Application Submitted By(print name):Little Ducks Realty, LLC, Christine Paparella❑Authorized Agent ®Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
Little Ducks Realty, LLC, Christine Paparella being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Owner
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
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Sworn before me this
"T�'� r
day of � a, ��,)�; , 20)-Y
.BANES R RILEY
Notary Public
tWt�dry Puib9Et-$talt*of 72!*t),;2'0
NIJ.01016409319
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Cmw71�ff1>td fpu a Dp�c ;lwilon xpi OPERTY OWNERT I TI
(Where the applicant is not the owner)
I, Little Ducks Realty, LLC, Christine Paparella residing at 100 Davids Drive, Hauppauge, NY 11788
do hereby authorize Lisa Po er Twin Forks Permits to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
ama 0-�4, *A�� R/?12 z
Owner's Signature Date
Little Ducks Realty, LLC, Christine Paparella
Print Owner's Name
2
NEW YORK STATE DEPARTMENT OF ENIVIRONMENTAL C'ONSE RVATION
I)NAforw mf Poinw4tx,
SUNY it:Slony BmW 50 Qir�,�Ao Road,!,Aony[irook,NY11790
R(631)444-0366�F'JGM),444,-0360
LETTER OF NO JURISDICTIQN
TIDAL,WETLANDS ACT
Little Ducks Realty LLC
100 Davids Dr
Hauppauge NY 11788
Re: Application #1-4738-04873/00001
2095 Nassau Point Rd
Cutchogue, NY 11935
Dear Little Ducks Realty LLC,
Based on the information you submitted the Department of Environmental Conservation has
determined that the portion of the above property landward of the functional bulkhead greater
than 100 feet in length, as shown on the survey prepared by John C. Gramlich, Registered
Architect, on 1/15/2022 which was constructed prior to August 20, 1977 as evidenced in aerial
photography, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in
accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no
permit is required to conduct regulated activities landward of that bulkhead.
Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward
of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your
responsibility to ensure that all precautions are taken to prevent any sedimentation or
disturbance within Article 25 jurisdiction which may result from your project. Such precautions
may include maintaining adequate work area between the jurisdictional boundary and your
project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale
berm.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
per
its or approvals from other agencies or local municipalities.
Si er ,
s n! kerman
Regional Permit Administrator
cc:
BMHP
Twin Forks Permits
File
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10146
DATE: MAY 1ST 20221 .
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ISSUED TO: I�1T"TL" I
rV PROPERTY ADDRESS: 2095 NASSA'U P 11"+lT ROAD CUTC ',1t GflE,
SCTM#: 1000-104.13-3
01 AUTHORIZATION
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Pursuant to the provisions of Chapter 275 of the "T"own Code of the Town of Southold and in
accordance, with the Resolution of the Board of T rusteas adopted at the rnec�irtg held on and in
consideration of application fce in the suit of W�1.,�tl paid b � �t_Ie Owa � �a� � t(� and sulaject to the
r , 4 l ernts anal Conditions as stated in the;Resolution,the Southold l"sawn'Board of Trustees authorises and permits {
the following: ui
Wetland Permit to demolish existing 12,100 sq.ft. dwelling with 366 sq. ft..enclosed porch with
a wetland setback at 75.5 from the bulkhead, construct a proposed two-story dwelling with a
3,379 sq.ft.first floor area,a 2,341 sq.ft.second floor area,and a 1,002 sq.ft.area over
attached 953 sq.ft. garage for a total GFA at 6,722 sqft.located 75.5' from the bulkhead; a
.� proposed 384 sq. ft. front covered porch, a proposed 514 rear covered patio;a proposed 834 sq.
ft.second floor deck;. a proposed 52 sq. ft.covered side porch; construct a pwposed 30g sq. ft.
swimming pool located 50' from the bulkhead;construct a swimming pool code compliant
e fence; install swimming pool equipment; install a dedicated swimming pool dry well;constrict
a proposed 964 sq. ft. pool patio located 50' from the bulkhead; remove existing septic system
,d on seaward side of the dwelling and install a new I/A septic system landward of the proposed 41 ,
dwelling;and install and perpetually maintain a 10 foot wide non-turf buffer along the NN 2yw
� f landward edge of the bulkhead; and as depicted on site plan prepared by John Gramlich
Architect,plan dated April 23,2022,and stamped approved on May 18,,2022. E
1N "wtw+"l;INNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these
resents to be subscribed by a majority of the said Board as of the 18th day of May,2022. ,r x
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PAPARELLARESDENCE
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2095 CUTCHOGUE RD CUTCHOGUE, IVY 11935
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WYORWorkers` Certificate of Attestation of Exemption
s"rA"rii Compensation
from New York State Workers' Compensation and/or
Board Disability and Paid Family Leave Benefits Insurance Coverage
**This form cannot be used to waive the worlrers'compensation rights or obligations of'arly party.**
The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New Yorlc State
specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant
may NOT use this form to show another business or that business's insurance carrier that such insurance is not requited.
Please provide this form to the government entity froin which you are requesting a permit,license or contract. This Certificate will
not be accepted by government officials one year after the date printed on the form.
In the Application of _ Business Applying For: i
(Legal Entity Name and Address):. goading P �rniit �
Little Ducks Realty LLC from:Town of Southold
100 Davids Dr
Hauppauge,NY 1['788-2043 The location of where work will be performed is
PIAONE:631-737-•3140 FEIN:XXXXX4986 2095 Nassau Point Rd,Cutchogue,NY 11935.
Estimated dates necessary to complete work associated with the building I
t
aenrtit are frown Itiwlay 2>2022 to Apra 30,2021,
The estimated dollar amount of project is over$100,000
Workers'Compensation I x1aa itican Statetltent: '
The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC i
WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason:
The business is a[,W,LIT",PLLP or a PLLP;OR is a partnership under the laws of New York state and is not a corporation Other
than the partners or incl ibers,there are no employees.,day labor, [eased employees, borrowed employees,part-tittle employees, unpaid
volunteers(including fancily members)or subcontractors.
Partners/Members: Christine Papatella
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a
Disability and Paid Iaamtl Leaave_' Statemeiafi»
t3caat fits Ilxettt kion
The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY
DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason:
The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC, LLP,Pl.LP,RLLP„or LP)under
the laws of New York State and is not a corporation; OR 3) is a one or two person owned col pat ation,with those individuals owning
all of the stock and holding all offices of the corporation (in a two person owned corporation each individual must be an officer and ow«"ai
at least one share of stock.); OR 4) is a busilicss with no NYS location. In addition,,the business dues not require disability and plaid
family leave benefits coverage at(lois time since it has not eaaaployed one or more individuals oil at least 30 days in any catendar year in
New York State (111(lependent.contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.)
I,Christine Paparella,,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the
knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I
have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of peajuay. I further affirm that
I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil Liability in
accordance with the Workers'Compensation I.aw and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the
government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid
family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers'
compensation insurance and/or disability and paid family leave benefits coverage and also iminediately furnish proof of that coverage on forms approved
by the Chair of the Workers'Compensation Board to the goveinment entity listed above.
FS1N Signatttf°e: Date: 2� 'zz
Received
Exemption rfi e �tumber Hlt
72�.
2022-022201
NYS WoO er's' olilLpens ti n Board,
r d
CE-200 01/2015
lo`-t- -t3 -
S-5-e9ys-
22' ::
_ _ _ _ _ _ _ _ _ — —__— __ _ ✓► O� /� 631.298.2250
101/2" T \ michnel@mchdesignservices.com
COPING
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(ALT.PEBBLE TECH FINISH) p Q _= - I I( '! _ ( ; DRAIN ;
#4 STEEL REBAR(VERTICAL) STEPS
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10'OC(5'OC FOR DEPTHS
EXCEEDING 5 FEET) C/)
#4 STEEL REBAR -'
(HORIZONTAL) ;i===—___ �� ;) 14' SHALLOW END DEEP END II ✓jam 1
10"OC D D I! I I _'!= _-_- / ; 3'-6"DEEP 6'-0"DEEP u I [
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12"TO 36"RADIUS D ==� CCSMPACTtD'�dIL -__ - DRAIN
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3500 psi
CONCRETE
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GENERAL POOL NOTES REQUIRED FOR A COMPLETE JOB. SPANS WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE SEE DETAILS.
SUBJECT PROPERTY CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL
f 6. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT WHERE ENGINEER.ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL 8. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE
1. POOL AND PROPERTY TO ADHERE TO THE 2020 NYS UNIFORM FIRE SPECIFICALLY SHOWN ON DRAWINGS WITHOUT THE APPROVAL OF THE BE SPECIFIED BY THE STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING
PREVENTION AND BUILDING CODES, IN ADDITION TO ANY LOCAL, STATE, ENGINEER. DRAWING SHOWING LOCATIONS OF CONSTRUCTION JOINTS SHALL BE SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A706.
OR FEDERAL CODES
SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS
STANDARDS R326.3.1 7• MAXIMUM HORIZONTAL LENGTHS OF FOUNDATION WALL POUR IN ONE ENGINEER FOR REVIEW AND VERIFICATION. HALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED
2. POOL SHALL CONFORM TO ANSI/APSP/ICC 5 S OPERATIDN SHALL BE NO MORE THAN 60 FEET.VERTICAL JOINTS TO REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON.
3. SECTION R326.7 POOL ALARM REQUIRED. OCCUR BETWEEN COLUMNS 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0
SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 9. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD
8 ELEVATIONS, PLANS PICTURES &WALL FOUNDATIONS AT ADJOINING CONCRETE.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR SPECIFICATION FOR DEFORMED STEEL WIRE FOR CONCRETE
4. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
PROPERTIES ARE FROM BEST AVAILABLE INFORMATION AND NOT CONTENT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70,000
NECESSARILY COMPLETE AND ARE DETERMINED FROM SURVEYS AND PSI. STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY NOT BE
5. POOL SHALL COMPLY WITH... DESIGN DRAWINGS,AND ARE FOR GENERAL INFORMATION ONLY AND 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS PERMITTED BY THE
5.1. 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS MUST BEVERIFIED IN FIELD. ALL SLOTS, PIPE SLEEVES,ANCHOR BOLTS, ETC.AS REQUIRED FOR STRUCTURAL ENGINEER.
SECTION R403.10. MECHANICAL TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE
5.2. POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY) 9• SPECIAL INSPECTION OF FOUNDATION SUB-GRADES SHALL BE TO BE INSTALLED BY GENERAL CONTRACTOR. SLOT AND SLEEVE /" :1 . . ?^
5.3. SECTION R403.10.1 HEATERS PERFORMED AS PER THE NEW YORK STATE BUILDING CODE. DRAWINGS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE HELICAL PILE NOTES '��'
5.4. SECTION R403,10.2 TIME SWITCHES STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION.
5.5. SECTION R403.10.3 COVERS 10. 1 - --.r.
MATERIAL DESIGNATED IN THESE GENERAL NOTES, DRAWINGS OR , PILES SHALL BE HELICAL PILES CHANCE SS175 8 10 12 HELIX PLATE
`. SPECIFICATIONS AS"SELECTED FILL"SHALL BE SOIL OF SOIL-ROCK 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS TRANSITIONING TO HIGH CAPACITY RS28750.276, 20T(WORKING LOAD-
iR, a,
6. REFER TO TYPICAL NOTES FOR REINFORCEMENT CLEARANCES. A E ANY SHOWN ON PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED OTHERWISE
ES.L"SELFILL", "C0 IF OF
AN
MIXTURE THE MATE ALL BE AND FREE O IS OR 40T(ULTIMATE LOAD)AND SHALL BE GALVANIZED, UNLESS
7. LOCATION OF PROPOSED SWIMMING POOL AND/OR SPA AND POOL FOREIGN SUBSTANCES. ECT "CONTROLLED AND/OR NOTED. INSTALL PILES TO ULTIMATE CAPACITY 8,500 FT-LB
LOCAL ZONING ENGINEERED FILL"SHALL ALL HAVE THE SAME MEANING.WHERE FILL IS 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND
EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL USED AS BACK FILL BEHIND FOUNDATION WALLS AND UNDER TO THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED
REQUIREMENTS. SLAB-ON-GRADE CONSTRUCTION, IT SHALL BE SELECTED FILL AND SHALL UNLESS OTHERWISE SHOWN. 2. ALLOWABLE PILE LOADS: COMPRESSION =20 TONS (ULTIMATE 40 TONS-
- BASSUMED 2.0 FACTOR OF SAFETY)-CONTRACTOR SHALL INSTALL THE
E COMPACTED TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH
ULTIMATE CAPACITY-A MINIMUM TORQUE OF 8,500 FT-lbs.
8. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINA ASTM D1557.A SIX INCH THICK POROUS FILL SUBGRADE AND VAPOR 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE
N GRAEME BAKER(VGB) POOL AND SPA SAFETY ACT. BARRIER SHALL BE PLACED BELOW ALL SLABS ON GRADE AS SHOWN DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE
g 1/4"PER AND/OR SPECIFIED. TER.ALUMINUM 3, O EST PILES TO VERIFY BELOWTH OF-10-FEET
' SPACED CLOSER THAN THEIR DIAMETERS ON CEN PILES SHALL B INSTALLED A MINIMUM DEP
SLOPE PATIO SURFACE R FOOT AWAY FROM POOL.
- CONDUITS SHALL NOT BE PLACED IN CONCRETE. MSL THE CONTRACTOR SHALL INSTALL 2 T
r� 11, A SPECIAL INSPECTOR SHALL BE PRESENT WHEN PILE FOUNDATIONS ARE CAPACITY AND INSTALLATION DEPTH.
FREE DRAINING GRANULAR MATERIA ( O 12 NO ALUMINUM SHALL BE CAST IN CONCRETE
10. TO 4 RE"AS LES"DE
W E CLAY OR LARGE ROCKS).E VE OUTWARD, Z C SHALL BE ENLARGED SUCH N
BACKFILL MATERIAL L N BEING INSTALLED AND DURING TESTS THE SPECIAL INSPECTOR SHALL
MAKE AND SUBMIT TO THE CODE ENFORCEMENT OFFICIAL RECORDS OF WHERE DRI NPI DEVIATES FROM THE THEORETICAL LOCATION
THE INSTALLATION OF EACH PILE AND RESULTS OF LOAD TESTS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR BY MORE THAN 3"DU D, SI E W N
11. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE INCLUDE THE CUTOFF AND TIP ELEVATION OF EACH PILE APPROVAL. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES THAT THE MINIMUM DISTANCE BETWEEN EDGE OF CAP AND PILE CENTER
WITH ANSI /APSP/ICC 7. RECORDS SHALL IS NOT LESS THAN 1'-0". DIMENSION OF CAP SHALL REMAIN UNCHANGED
14vz,_
S RELATIVE TO A PERMANENT REFERENCE. APPROVED SHOP DRAWINGS.
WHEN PILE DEVIATION IS TOWARD CENTER. U.O.N.
12. ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 12. ALL CONCRETE FOUNDATIONS ARE DESIGNED AS PER NEW YORK STATE 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
SITE LOCATION MAP SCALE: � :SOO BUILDING CODE R404.5. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING 5. UNLESS OTHERWISE INDICATED IN PLAN,CENTER OF PILE CAP COINCIDES WITH
13. POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY REQUIREMENTS
OF CONCRETE TEST MIXES. CENTER OF COLUMN,WALL OR PIER ABOVE.
WHEEL LOADS WITHIN SIX(6) FEET OF POOL WALL FROM CONSTRUCTION
PROJECT NAME: EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED ON THE POOL 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT 6. THE TIONS O DE SHALL CONTACT CHANCE - HUBBELL HELICAL PILE
STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES. CONCRETE NOTES IS CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SOLUTIONS TO DEVELOP A PROPOSED SUBMITTAL FOR THE INSTALLATION OF
THE POOL HELICAL PILES.THE CONTRACTOR SHALL SUBMIT THIS SUBMITTAL TO
2095 NASSAU POINT ROAD - SWIMMING POOL 14. NO DIVING EQUIPMENT PERMITTED 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS REINFORCING STEEL THE ENGINEER(JPCE).
SPECIFIED BELOW, UNLESS OTHERWISE NOTED
- CUTCHOGUE NY DRAWINGS 15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO
DESIGN DRAW
� INSTALLATION OF POOL. USAGE 28 DAY MAX 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO
STRENGTH AGG ASTM SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR
16. THIS PLAN IS FOR CONSTRUCTION ON THE PROPERTY OF 2095 NASSAU (psi) SIZE CONCRETE REINFORCEMENT,ASTM A615, STANDARD SPECIFICATION FOR
COUNTY - TAX MAP NO.: POINT ROAD CUTCHOGUE, NY ONLY. EPDXY-COATED STEEL REINFORCING BARS,ASTM A775, STANDARD �;?31
a. SLAB ON GRADE 4000 S.C. 1 SPECIFICATION FOR FABRICATION AND JOBSITE HANDLING OF
SUFFOLK- 1000-104-13-003 17. REFER TO THE GENERAL REINFORCING NOTES FOR GRADE OF b. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" EPDXY-COATED STEEL REINFORCING BARS,ASTM D3963, STANDARD r. .,.
REINFORCEMENT AND MINIMUM LAP-SPLICES. c. PIERS 4000 S.C. 1" SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE
d. RETAINING WALLS 4000 S.C. 1" REINFORCEMENT,ASTM A884. DETAILING OF REINFORCEMENT,ASTM
SCOPE OF WORK: 18. JPCE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,AND e. POOL SLAB-GUNITE 5,000 - A615. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE
METHODS, TECHNIQUES OR PROCEDURES UTILIZED BY THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. GENERAL NOTE: o
PROPOSED STRUCTURAL PLAN OF A SWIMMING POOL CONTRACTOR, NOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN 1. ALL REBAR WITHIN CONCRETE CAST AGAINST EARTH
EMPLOYEE, OF FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE SPECIFICATIONS AS SC OR STONE CONCRETE SHALL HAVE NATURAL 2. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SHALL HAVE A MINIMUM OF A 3"CLEAR FROM THE OUTSIDE
THE WORK IN ACCORDANCE WITH THIS PLAN. SAND FINE AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS OF BAF TO THE EDGE OF CONCRETE.
CONFORMING TO ASTM C33 AND TYPE 1 PORTLAND CEMENT DESIGNED FOR EARTH BEARING AT A MAXIMUM OF 4'-0"ON CENTER IN 2. ALL REIBAR WITHIN CONCRETE CAST AGAINST WHERE
SHEET INDEX: CONFORMING TO ASTM C150. EACH DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4"TOP
COVER TO REINFORCING UNLESS OTHERWISE NOTED. WATER',WILL EXIST SHALL HAVE A MIN 5" CLEAR TO REBAR
P-001: GENERAL STRUCTURAL NOTES CONCRETE FOUNDATION NOTES CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN 3. ALL POOL EQUIPMENT TO BE DESIGNED AND INSTALLED BY
THE SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING 3. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 6-0" CENTERS OTHERS.
P-100: PROPOSED POOL PILE LOCATION PLAN& POOL PLAN 1. SUPPORTING FORM WORK FOR ANY CONCRETE CONSTRUCTION SHALL CLAY OR SHALE COARSE AGGREGATE CONFORMING TO ASTM C330, MAXIMUM, FOR ALL SLABS ABOVE GRADE. 4. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE
NOT BE REMOVED BEFORE THE CONCRETE HAS GAINED SUFFICIENT NATURAL SAND AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM LANDSCAPE ARCHITECT AND/OR ARCHITECT
P-200: PROPOSED POOL SECTIONS & DETAILS STRENGTH TO SAFELY SUPPORT THE DEAD AND SUPERIMPOSED LOADS C150. LW CONCRETE SHALL NOT WEIGH LESS THAN 95 NOR MORE THAN 4. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE 5. ALL BASE INFORMATION PROVIDED BY MCH DESIGN
WHICH WOULD BE SUBSEQUENTLY APPLIED. REMOVE FORM WORK AND 116PCF. IN ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. SERVICES INCLUDING THE DIMENSIONS OF ALL POOL
RE-SHORE IN ACCORDANCE WITH CODE, THE DESIGN AND, ENGINEERING FEATURES.
OF THE BUILDING STRUCTURE. 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 5. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT 6. ARCHITECT TO VERIFY ALL PILE LOCATIONS AND GIVE
ONLY UNLESS OTHERWISE NOTED.ALL REINFORCING SHALL LAP 48 BAR LOCATIONS OF THE PROPOSED POOL ON THE SITE.
2. THE FOUNDATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL UTILIZE THE SITE PLAN PREPARED BY
AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ENGINEER SLUMP AT THE POINT OF DISCHARGE AS FOLLOWS OTHERS FOR THE LOCATION OF THE PROPOSED POOL.
APPROVAL BEFORE STARTING ANY FIELD WORK. 6. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 8. LANDSCAPE ARCHITECT/ARCHITECT TO COORDINATE WITH
a. RAMPS AND SLOPING SURFACES -3" MAXIMUM 7.7,AC1318, FOR CONDITIONS NOT NOTED) UNLESS NOTED OTHERWISE IN STRUCTURAL ENGINEER/JPCE FOR TERRACE
VPRISMA 3. FOR ORIENTATION OF FOOTINGS/GRADE BEAMS SEE PLAN. b. FOUNDATION CONCRETE -3"TO 6" PLANS.
G E q s c .I E ro c E c.ALL OTHER CONCRETE -3"TO 5" TERMINATIONS AT POOL.
4. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL A. FORMED WALL 3" BACKFILL SIDE.�/." FRONT SIDE
P°SoasD atadfatf llY lt7s3 InfoQt+Prkma5ala5elrnnasaen psat)ea7-hail ADJOINING FLOORS HAVE BEEN POURED AND CURED FOR SEVEN DAYS,
5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO B. FOOTING/GRADE BEAM 3" JPONTIERI, P E , D.P.C.
UNLESS WALLS ARE PROPERLY AND ADEQUATELY BRACED. ACI 301. C.SLABS ON GRADE 9/<"TOP, 3"BOTTOM
D. STRUCTURAL SLABS '/."
5. CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE ENGINEERING & CONSULTING
REQUIRED, INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC.,AS POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF 7. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS,
16 Commercial Blvd. OF NE►N
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Medford, NY 11763
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Client: Broadway National BORING LOG Ghent: Broadway National BORING LOG Client: Broadway National BORING LOG ((/
B(� N `e�rceTace �_
R - Project Location: 2095 Nassau Point Rd. Project Location: 2095 Nassau Point Rd.
„ �_ Protect Location: cute Nassau Point Rd. L J B - 2 Cutch B 3 rr5o
' 978�j
------- "'"' '-' Cutchogue,NY Cutchogue,NY °0�,NY � 0 9
'7 , ! Proact Numt)er. 23-117 I(' � ���� Pro etl Number, 23.117 Pro actNumber. 23-117 �
ETO Drilling Start Dale: May 12,2023 Boring Depth(ft): 22' Drilling Start Date: May 12,2023 Boring Depth(fl}: 22' Drilling Start Dale: May 12,2023 Boring Depth(h): 32' r�FEss�ONP
Drilling End Date! May 12,2023 Dulling End Date: May 12,2023
T rI Drilling End Date: May 12,2023 Groundwater Depth(1111): 5.5'Below Grade y Groundwater Depth(ft): 6.0'Below Grade Groundwater Depth(h): 8,0'Below Grade IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW
_ 1 ;,1� I a �i ,t Drilling Equipment: Geoptobe 78220T Drilling Equipment: Geoprobe 7822DT Drilling Equipment Geoprebe 78220T �..1 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY
f i ,� L r Sam lin Method OirectPushSPT SamplingMethod DiredPushSPT Sampiln Method: Direct Push SPT CONSULTING ENGINEERS
! ^ U_ W
LICENSED PROFESSIONAL N ACTINDOCUMENT THAT BEARS THE GJ EER REAL OF THE DIRECTION
ENGINEER,
UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A
�'y 1 {�'� i c U J rn y c 2 cD 3 y MATERIAL x W LU 3 z V MATERIALof =
N ; 4l"Q V OL / w W =r� n.U o MATERIAL d o a o Q a o &; DESCRIPTION a 2095 NASSAU POINT ROAD
r 71 I` I" a O o, 0' d �q 9 �Ley .,� rri DESCRIPTION
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a w w co DESCRIPTION a a a
[�.. _. .._ Lu 3� ❑ to w w 3-' O yr m U Wo Wo 3 cu rn v a
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li I ° ° U o PROPOSED SWI MIING POOL DRAWINGS
POOL o
D D 0 D 0
o o SM Silty sand with trace gravel(SMI-hke4 fill
I 0'-7 0 o a SM Silty sand wit traceg rave ISM)-likely fill 0-2' U o o o SM Silty sand with trace gravel(SM)-likely fill o'•2 H a H H
000 SM Silty sand with trace gravel(SM)-likely fill
1 f H"" SCTM No.1000-104-13-003
000z SM SittysandwithtracegravelISM)-likely fill 2'4' 0000 SM Siltysandwithtracegravet(SM)-Ifkelyfill
H H"H Silty sand wrth trace gravel(SM)into fine to medium ISSUE DATE ISSUED FOR
6
I sand with trace ravel
t �(J)j 5 - 8 o a z 1 $yd Silty sand with trace gravel(SM)Into fine to medium 5 5 Silty sand with trace gravel{SM)into fine to medium 5
5/41 - sand with trace gravel(SM •6 a 3 s a 5W sand with trace gravel(SNS) : 6'-a' a a a a SW fine m coarse sand with One to coarse gravel(SW)
EHOUSE TO ��'` -. 72
a a a Fine to coarse sand with fine to coarse avec(SW)
t i � � �'v � � .,; e'•a' z s s a SW Fine to coarse sand with fine to coarse gravel(SW)
Fine to coarse sand wrth fine to coarse gravel ISM :a'•to S W
0LR
1
..
;8'S' 2a 6a SW
i f�'� i i � 1 10'•12'a s a a SW Fine to coarse sand with fine[a coarse gravel(SW) 0
9'-t0' z s s s Sw Fine to coarse sand with fine to coarse gravel(SW) 8-1Cr s s a s Sw Fine to coarse sand with fine to coarse grave!(5W)
10 10-
a s a a SW Fine to coarse sand with fine to coarse gravel(SW} to'-12's s s a SW Fine to coarse sand with fine to coarse gravel(SW)
15 15
Sat Fine to coarse silty sand with fine to coarse gravel(SM)
LIJ
is 15 15
20
---.------It----!-----I 1 ,Y 15•tT z a a s sm Fine to coarse silty sand with fine to coarse gravel(SM) :15•-17'a s s a Sw Fine to mane sand with fine to coarse gravel ISM 20'-2Y a 4 e s SM Fine to coarse silty sand with fine to coarse gravel(SM)
�Patla
25 5
20 20 20 20 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE
- 25'-2T S a a i SM Fine to coarse Silty sand with fine to coarse gravel(SM)
20'-22 a s a 7 SM Fine to coarse silty sand with fine to coarse gravel ISM) 20'-2T s r e a sM Fine tocearsesiltysand with fine tocoarse gravel(SM) PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS
COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT
OF THE LAW.
NOTES: NOTES' 30 30
Groundwatermadingmbordedata:l5am Groundwater reading recorded at8-55am - PROJECT#: 2023.126.02 DRAWING TITLE
Boring Location Map �0'-37 6 s a s SM Fine to coarse silty sand with fine to coarse gravel SM)
�, 32 32 KH GENERAL NOTE SHEET
NOTES'
Gramdwaterfeeding rewrdedat9A5am DRAWN BY
2023-07-31
DATE DRAWING NUMBER
1 BORING LOCATION MAP - PREPARED BY PRISMA GEOSCIENCE AS NOTED
SCALE P-001
P-001 SCALE: NTS
all
ZA2023 Projects\126-Broadway INationaR02-2095 Nassau Point Road-Cutchogue NY\DESIGN\ST\CAD\planset\JPCE-2095 Nassau Pt Rd-Pool Plan.dwg
N
23'-8"
w E 22'-0" POOL FOUNDATION LEGEND
COVER VAULT
8" PROPOSED POOL WALL U.O.N.
B.O.WALL ELEV: VARIES (REFER TO PLANS).ALL ELEVATIONS
BASED UPON ASSUMED T.O.W. ELEV. OF 0.00'.
GRADE
PROPOSED 24"X 24" REINFORCED GRADE BEAM, REFER TO DETAIL
r-- -- --------- -- ------- - - ---- -- —1 r -- BEAM-01
( r - -1 50NSHEET P-200 FOR REINFORCEMENT CLARITY.
B.O. GRADE BEAM ELEV.:VARIES (REFER TO ARCHITECT'S PLANS)
16" DEPTH C°
(18) PROPOSED SS-175-8"-10"-12" HELICAL PILE LEAD
TRANSITIONING TO HIGH CAPACITY RS2875.276-20T(WORKING
LLOAD) -40T(ULTIMATE LOAD) - INSTALL PILES TO ULTIMATE
I ( I I I CAPACITY 8,500 FT-Ib-ALL PILES TO BE GALVANIZED (TYP.)
I BENCH I I
_T.O.W_ TOP OF POOL WALL ELEVATION PER ARCHITECT
( s I I I I ELEV. 0.00' CONTRACTOR TO CONFIRM
i
61-011 51-2%" 5-6/8 51-2%"
I I ( )
I I
I I I I I I
GENERAL NOTES:
I I I I I
I I I I I I 1. ALL REBAR WITHIN CONCRETE CAST AGAINST EARTH SHALL HAVE A MINIMUM
I ( ( I I I OF A 3" CLEAR FROM THE OUTSIDE OF BAR TO THE EDGE OF CONCRETE.
2. ALL REBAR WITHIN CONCRETE CAST AGAINST WHERE WATER WILL EXIST
SHALL HAVE A MIN 5"CLEAR TO REBAR
1n v I I 16" DEPTH 3'-6"WATER DEPTH SLOPE — i 6-0" DEPTH I I I 3. ALL POOL EQUIPMENT TO BE DESIGNED AND INSTALLED BY OTHERS.
I I ( I I 4. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE LANDSCAPE
ARCHITECT AND/OR ARCHITECT
I ( ( I I 5. ALL BASE INFORMATION PROVIDED BY MCH DESIGN SERVICES INCLUDING THE
DIMENSIONS OF ALL POOL FEATURES.
I I i I I 6. ARCHITECT TO VERIFY ALL PILE LOCATIONS AND GIVE LOCATIONS OF THE
I I I I I PROPOSED POOL ON THE SITE.
7. CONTRACTOR SHALL UTILIZE THE SITE PLAN PREPARED BY OTHERS FOR THE
LOCATION OF THE PROPOSED POOL.
SUNSHELF I I I I I 8. LANDSCAPE ARCHITECT/ARCHITECT TO COORDINATE WITH STRUCTURAL
3'-0Yz' I ( I I I ENGINEER/JPCE FOR TERRACE TERMINATIONS AT POOL.
I I I I
STAIR I
I I I
I I I I I
I I i I I I I
I I I i I I
I--- --- - ---- - - -- — �—
- - -- -- - - -- - - - - - - -- -- ---- -- - - -- -- - - --- - -- - I- - -
L _ _ - _ J
N
1 PROPOSED POOL PLAN
w E P-100 SCALE: 1/2" = 11-011
A B C D E F
6-1" 4'-6Y4' 6'-7Y" 5'-6%" 1f-6f' COVER VAULT GRADE
T- -T-�
I- - - - - -� r - - - - -I �- - - - - -� �- - - - - r- - - - - - - -� BEAMABOVE
(SEE SECTION)
1 --�—_ — — �____ _ �_ — — _ -t -f _ _ — ER
I I I J.PONTIERI, P.E., D.P.C.
I I i I I I I I I I I ENGINEERING & CONSULTING
I I i I I I I I I I I I I 1 1
I I I I I I I I 16 Commercial Blvd. OF NEVV
I I I I I
I
Suite 1A '�� Yp I I I I
Pp�.AN 'Q
i I I I I I 1 I I I Medford, NY 11763 col
P otic .�
I I I I I I I I I I I I I I I I 631.320.1040 telephone Q
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Office Ca)jp-ce.com
LU
,
PROPOSED I I I I I aze�
1 I I (GT�RrAPDE BEAM I I I I I r0000 � N� A 097859 ROPESS►oNP
IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW
It'ji U.0 I YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY
1 I I I I I I I I I I I CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,
-ZO0 LICENSED PROFESSIONAL ENG NEER ER THE DIRECTION OF A
i I I 1 I I I I I I I
I I I I I I I I I I I 2095 NASSAU POINT ROAD
I I I I I I I I 1 I I CUTCHOGUE, NY
2 —I. — — �— — — — — -4 -4 — — PROPOSED SWIMMING POOL DRAWINGS
I I I I I I I I I I I
1 I I I I I I I I SCTM No.1000-104-13-003
i 1 I I I 1 I 1 I 1 ISSUE DATE ISSUED FOR
I I I I I I I I I I I I i I l i I
I I I I I I I I I I I
I I I I I I I I I I I
I I I I I I I I I I I
I I I I I I I I I I I
I I I i I I I I 1 i I
`O
r`
I I I I I I I I I I I
I I I I I I I I I I I
I i I I I I I I I I I
I I I 1 I I I I I I I
I I I 1 I I I I I I I
I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE
( I I I I I PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS
COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT
3 — — — I --r-- — —1 — — — I –r — ----1 — OF THE LAW.
PROJECT#: 2023.126.02 DRAWING TITLE
PILE LOCATION PLAN & POOL
L — _ _ — J L _ _ _ _ J L _. — _ — J L- - - - .J L _ — _ L1 — _ — J KH PLAN
DRAWN BY
2023-07-31
2 PROPOSED GRADE BEAM / PILE LOCATIONS DATE DRAWING NUMBER
P-100 SCALE: 1/2" = 1'-0" AS NOTED
SCALE P-1 O O
Z:\2023 Projects\126-Broadway National\02-2095 Nassau Point Road-Cutchogue NY\DESIGN\ST\CAD\planset\JPCE-2095 Nassau Pt Rd- Pool Plan.dwg
Jill
POOL FOUNDATION LEGEND
8" PROPOSED POOL WALL U.O.N.
B.O.WALL ELEV.: VARIES(REFER TO PLANS).ALL ELEVATIONS
BASED UPON ASSUMED T.O.W. ELEV. OF 0.00'.
1 THICK STAINLESS STEEL GRADE
PLATE BOLTED TO POOL WALL BEAM-01 PROPOSED 24"X 24" REINFORCED GRADE BEAM, REFER TO DETAIL
r — -I5 ON SHEET P-200 FOR REINFORCEMENT CLARITY.
BENCH POOL COVER VAULT L_ — J B.O. GRADE BEAM ELEV.:VARIES (REFER TO ARCHITECT'S PLANS)
SUN SHELF WATER LEVEL
(18) PROPOSED SS-175-8"-10"-12" HELICAL PILE LEAD
co T.O. POOL COPING �p TRANSITIONING TO HIGH CAPACITY RS2875.276 -20T(WORKING
T.O. POOL COPING -- - --------$ LOAD) -40T(ULTIMATE LOAD) - INSTALL PILES TO ULTIMATE
--—- -—- -—- CAPACITY 8,500 FT-Ib-ALL PILES TO BE GALVANIZED (TYP.)
10" 61-011 51 51-08" 5'-4" _
(0 10" Fv T.O.W.
N ELEV. 0.00' TOP OF POOL WALL ELEVATION PER ARCHITECT
T.O. GRADE BEAM (CONTRACTOR TO CONFIRM)
T.O. GRADE BEAM —$
N • • i (2) CONT. #4 REBAR AT TOP GENERAL NOTES:
'01
N OF POOL WALL
. . . . . . . DOUBLE CAGE#4 @ 6" O.C. B.W. IN POOL WALLS
T.O. GRADE BEAM 1. ALL REBAR WITHIN CONCRETE CAST AGAINST EARTH SHALL HAVE A MINIMUM
------- - - ----------- OF A 3"CLEAR FROM THE OUTSIDE OF BAR TO THE EDGE OF CONCRETE.
DOUBLE CAGE #4 BARS @ 6" O.C. B.W. IN POOL SLAB 2. ALL REBAR WITHIN CONCRETE CAST AGAINST WHERE WATER WILL EXIST
SHALL HAVE A MIN 5"CLEAR TO REBAR
3. ALL POOL EQUIPMENT TO BE DESIGNED AND INSTALLED BY OTHERS.
iv4. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE LANDSCAPE
ARCHITECT AND/OR ARCHITECT
5. ALL BASE INFORMATION PROVIDED BY MCH DESIGN SERVICES INCLUDING THE
$
T.O. GRADE BEAM - --- --------------R --------- a---- ------- -
DIMENSIONS OF ALL POOL FEATURES.
PROPOSED GRADE BEAM 6, ARCHITECT TO VERIFY ALL PILE LOCATIONS AND GIVE LOCATIONS OF THE
PROPOSED POOL ON THE SITE.
SEE DETAIL 2 ON THIS SHEET 7. CONTRACTOR SHALL UTILIZE THE SITE PLAN PREPARED BY OTHERS FOR THE
LOCATION OF THE PROPOSED POOL.
8. LANDSCAPE ARCHITECT/ARCHITECT TO COORDINATE WITH STRUCTURAL
ENGINEER/JPCE FOR TERRACE TERMINATIONS AT POOL.
PROPOSED HELICAL PILE
1 POOL SECTION
P-200 SCALE: NTS
#5 "U"BARS @ 12"O.C. INTO POOL
SLAB. REFER TO SECTIONS FOR
(o POOL SHELL REINFORCEMENT
SUPPORT OF THE STONE SPANNING
OVER THE COVER VAULT TO BE
COORDINATED BY THE MASONRY
CONTRACTOR
J.PONTIERI, P.E., D.P.C.
a #4 STAIR REBAR CONTRACTOR SHALL VERIFY ENGINEERING & CONSULTING
@ 6"O.C. (4)#5 BARS T&B EQUALLY SPACED _ REQUIRED CLEARANCES FOR
THE PROPOSED COVER OF NEVV
U-)100M - 16 Commercial Blvd.
Suite 1A '�� y0
00 #4 CONTINUOUS REBAR AT #3 STIRRUPS @ 10"O.C. P PLAN PO 'A
STAIR NOSING (TYP) z — PROPOSED AUTO COVER Medford, NY 11763 CO
a a — 631.320.1040 telephone Q
4,000 PSI CONCRETE GRADE BEAM o Office@jp-ce.com
GRADE 316 1"THICK STAINLESS STEEL w
1" R (TYP) M 6 4 PLATE BOLTED TO POOL WALL WITH 2" S.S. THREADED
1'-6"
PROPOSED SS-175-8"-10"-12" HELICAL PILE LEAD w ROD. EXPDXY WITH HILTI HY200. CONTRACTOR
® (CD)
TRANSITIONING TO RS28750.276 -20T(WORKING 00 TO ENSURE PROPER CLEARANCES FROM BOLT
LOAD)40T(ULTIMATE LOAD) - INSTALL PILES TO 10" 1'-2" 10" HEADS TO COVER MECHANISM ® �OPESSIONP�
® ULTIMATE CAPACITY-ALL PILES TO BE OF
GALVANIZED AND HIGH CAPACITY PILES (TYP.) IT ISA STATE
SECTION 72090E ARTICLE TO ALTER NEW
- ;�! YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY
CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,
a UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A
11-0" LICENSED PROFESSIONAL ENGINEER
2095 NASSAU POINT ROAD
_ CUTCHOGUE, NY
® ® ® PROPOSED SWIMMING POOL DRAWINGS
"v
SCTMI No.1000-104-13-003
ISSUE DATE ISSUED FOR
BOLT SPACING
2 POOL STAIR DETAIL 3 POOL GRADE BEAM DETAIL r4-)COVER VAULT DETAIL
P-200 SCALE: NTS P-200 SCALE: NTS P-200 SCALE: NTS
THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS
COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT
OF THE LAW.
PROJECT#: 2023.126.02 DRAWING TITLE
KH POOL SECTIONS AND DETAILS
DRAWN BY
2023-07-31
DATE DRAWING NUMBER
AS NOTED 002-
SCALE r PL
Z:\2023 Projects\126-Broadway National\02-2095 Nassau Point Road-Cutchogue NY\DESIGN\ST\CAD\planset\JPCE-2095 Nassau Pt Rd-Pool Plan.dwg