HomeMy WebLinkAbout43493-Z ho�aof Solo] o Town of Southold
* * P.O. Bog 1179
♦ kd 53095 Main Rd
+caUNTI.��'' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46777 Date: 01/13/2026
THIS CERTIFIES that the building ACCESSORY
Location of Property: 3675 Nassau Point Rd CutchoQue, NY 11935
Sec/Block/Lot: 11 L-9-4.2
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/11/2019
Pursuant to which Building Permit No. 43493 and dated: 02/20/2019
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory tennis/pickleball court as applied for.
The certificate is issued to: Davita Hldgs LLC
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
A h rize Signature
OfSOUjyo<o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• .�� TOWN CLERK'S OFFICE
CO°"" SOUTHOLD, NY
BUILDING PERMIT
RENEWED
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43493 Date: 02/20/2019
Permission is hereby granted to: Renewal Date: 06/03/2025
Davita Hldgs LLC
9 College PI Apt 4D
Brooklyn, NY 11201
To:
construct accessory pickleball court as applied for.
Premises Located at:
3675 Nassau Point Rd, Cutchogue, NY 11935
SCTM# 111.-9-4.2
Pursuant to application dated 02/11/2019 and approved by the Building Inspector.
To expire.on 06/03/2027.
Contractors:
Fees:
Renewal Fee $75.00
Total $75.00
uilding Inspector
o�goFEot,��o TOWN OF SOUTHOLD
Gyp BUILDING DEPARTMENT
y a TOWN CLERK'S OFFICE
oy . SOUTHOLD, NY
4ip1 � �a�fis
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#: 43493 Date: 2/20/2019
Permission is hereby granted to:
Hermer, David
9 College PI Apt 4D
Brooklyn, NY 11201
To: construct accessory pickleball court as applied for.
At premises located at:
3675 Nassau Point Rd
SCTM # 473889
Sec/Block/Lot# 111.-9-4.2
Pursuant to application dated 2/11/2019 and approved by the Building Inspector.
To expire on 8/21/2020.
Fees:
ACCESSORY $100.00
CO -RESIDENTIAL $50.00
Total: $150.00
Build ector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of,Occupancy-Residential$15.00, Commercial$15.00
ZOld
Date.
New Construction: or1 Pre-existing Building: (check
one)
_K_Location of Property: 3�a1 5 I w,,5W
House No. Street Hamlet
Owner or Owners of Property: _Al� 1_ela�.(,:�_
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision 7 Filed Map. Lot:
Permit No. 7 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: '/
Request for: Tempora ertificate Final Certificate: V (check one)
Fee Submitted: $ �
pp
-ant signature
q�f
�. Y✓ hO�a�F SOUlyO6
# # TOWN OF SOUTHOLD BUILDING 'DEPT.
765-1802
INSPECTION ,
[ ]- FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ::] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL C"
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] •FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:(1) ovf
_64 AatumX on
w4
4 1��(cl IV 4Lot 51 all,
DATE INSPECTOR
oF sauTyO
�o �o
# * TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
q�qR� INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [%,j1;FINAL AE�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE �' ���� INSPECTOR
Shawn F . Leonard, Architect P . C .
January 8, 2026
TOWN OF SOUTHOLD
Building Department
54375 Main Road
Southold, New York 11971
Attention: John Jarski
J)
RE: Permit#43493
David Hermer
3675 Nassau Point Road, Cutchogue, N.Y.
S.C.T.M. # 1000-111-09-4.2
Dear Mr. Jarski,
Please see attached photos of the railings installed on the two sets of
steps per your request.
If you require and additional information, please do not hesitate to contact
our office.
*ceArel
y,
Shawn F. Leonard
320 Hampton Road
Southampton,NY 11968
Tel:(631)287-5557
Fax: (631)287-5558
E-Mail: shawn@shawnleonardarchitect.com
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TOVV.N G,F�SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631)765-1802 Planning Board approval
FAX: (631)765-9502 Survey
Southoldtownny.gov PERMIT NO. ��LL ✓ Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
��� Flood Permit
Examined 20 I"I Single&Separate
�� Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20� Mail to:
Disapproved a/c
Phone:
Expiration { 120
' V Jctor
F E B - 5 2019 ICATION FOR BUILDING PERMIT
Date January 22 520 19
Dm,mio" INSTRUCTIONS
TOWN OF SOITPHOID
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
�f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
pr(yerty have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
Shawn F. Leonard, Architect P.C.
(Signature of applicant or name,if a corporation)
320 Hampton Road, Southampton, NY 11968
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Arch itect
Name of owner of premises David Hermer and Silvia Campo
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
3675 Nassau Point Road Cutchogue
House Number Street Hamlet
County Tax Map No. 1000 Section 111 Block 9 Lot 4.2
fi
S,dbdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single Family Residence
b. Intended use and occupancy Single Family Residence
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work Pickleball Court
(Description)
4. Estimated Cost �f 006 " ,6 40,006, Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A
If garage, number of cars N/A
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 39'- 0" Rear 45'-0" Depth 92'-0"
Height 37'-0" Number of Stories 2 & 1/2
Dimensions of same structure with alterations or additions: Front N/A Rear N/A
Depth N/A Height N/A Number of Stories N/A
8. Dimensions of entire new construction: Front 50' Rear 50' Depth 25'
Height 0 Number of Stories 0
9. Size of lot: Front 100.48' Rear 100' Depth 415'
10. Date of Purchase Name of Former Owner David Hermer & Silvia Campo
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES NO X
David Silvia
14.Names of Owner of premises Hermer& Campo Address 3675 Nassua Pt. Phone No. 917-470-5146
Name of Architect Shawn F. Leonard Address 320 Hampton Rd Phone No 631-287-5557
-Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? *YES NO X
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? *YES NO X
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
ZZ"a' day of J Ckn ua(-(% 201 _
PATRICIA E LEO RD
n� - Public, State
NJ:e ary Public Registration#01 LE6349132 Signature of Applicant
Qualified In Suffolk County
Commission Expires Oct. 11,2020
6Cott A. Russell ,� ° '� STORMWA\T]Elk
SUPERVISOR
MANAGEMENT
SOUTHOLD TOWN HALL-P.O..Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
F E B ,Q 5 RECD ( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
� than 5,000 square feet of ground surface.
❑[ B• Excavation or filling involvingmore than 200 cubic yards of material
within any parcel or any contiguous area.
❑ 3 C. Site preparation on slopes which exceed 10 feet vertical rise to
❑[3/ 100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred year floodplain as depicted
on FIRM Map of any,watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name,
Signature,Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and'a completed Check List Form to the Building Department wlt�your Building Permit Application.
APPLICANT: (Prop /�errt Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #' l000 Date:
A
NAME " � v� `T'2 `(1 I I R
Section Block Lot / J
� ;;� FOR BUILDING DEPARTMENT USE ONLY
Contact Information V 3 2(o 57 - f
tr<ty—w,wW
Reviewed By: 2t
— — — — — — — — — — — — — — — —
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — —
��•, N A;4I>A ElApproved for processing Building Permit.
tw Stormwater Management Control Plan Not Required.
(i(J'rG Ito
W , �.1•``. Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM ¥ SMCP-TOS MAY 2014
ZMkME:
S.C.T.M. : 1000 CHAPTER 236
]hsi�Prafeuionat Agent,Contractor.Other) 42 Stormwater Management Control Plan CHECK LIST
� W O L-io))Ait-v section Block Loc �z S M C P =Plan Requirements: Provide ONE copy of the Building Permit Application.
I����(/fpate: " * The applicant must provide a Complete Explanation and/or Reason for not providing
60 75 1 � � r9 Qt. all Information that has been Required by the following Checklist!
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE O NA If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: If you need additional room for explanations,Please Provide additional Paper.
a. Location&Description of Property Boundaries
b. Total.Site Acreage.
c. Existing-Natural&Man Made Features within 500 L.F.
of the Site Boundary as required by.§:236-17(00.
d. Test Hole Data 1.ndicating.Soil Characteristics&Depth;to Ground Water. IQt)S. G4ufYlOL L
e. Limits of Clearing&Area of Proposed:Land Disturbance. I DR IN 4
f. Existing&Proposed Contours of the.Site winimmun z Intervals) Contact TOS Engineering UL 765-3:560
g. Location of all existing&proposed structures,roads, Backfill, OR Provide Engineer s
driveways,sidewalks,drainage improvements&utilities. tjAnt thp drainagehas been installed o Lrjt_.
h. Spot Grades&Finish Floor Elevations for all existing&
proposed structures.
1. Location of proposed Swimming Pool and discharge ring.
j. Location of proposed Soil Stockpile Area(s). 4 00 1#1)/7 HPIZO t4ry
k. Location of proposed Construction Entrance/Staging AieaW.
1. Location of proposed concrete washout aea(s). wA) OA) MVIOJ S
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing _.
that the stormwater improvements are sized to capture,store,and infiltrate "` r
on-site the runoff from all impervious surfaces generated by a two(27'inch IV U O"$ Cfj L' V LZ71
Lrainfall/storm event. U not a limited ta!3. Details&Sectional Drawings for stormwater practices are required for approval. 81n alned Constructio r - '
Items requiring details shall include but not be limited to: Wire Bac—Fe-d Silt Fencing,
a. Erosion&Sediment Controls. ee n�of exposed b. Construction Entrance&Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. LeachingStructures (e: .infiltration basins,swales,etc.)
* �*FOR ENGINEERIN PARTMENT USE ONLY *'* Additional Information is Required.
Reviewed& ❑ Stormwater Management Control Plan is Not Complete.
Approved By: — — — — — — — — — — — — — — — — — — — — — — — —
i ® Stormwater Management Control Plan is Complete.
ate: // i SMCP has been approved by the Engineering Department.
FORM " SWCP Check List-TOS MAY 2014
Shawn F . Leonard, Architect P . C .
February 5, 2019
TOWN OF SOUTHOLD
Building Department
D
54375 Main Road �`
Southold, New York 11971 D
FEB - 5 2019
RE: Hermer �4"ULLD�,,C,,;,-fj-,
3675 Nassau Point Road, Cutchogue, N.Y. TOWN OF SO COLD
S.C.T.M. # 1000-111-09-4.2
To Whom it May Concern,
Please see attached Building Permit Application and Stormwater
Management Work Sheet for above said property.
If you require and additional information, please do not hesitate to contact
our office.
erely,
h wn F. L nar
320 Hampton Road
Southampton, NY 11968
Tel:(631)287-5557
Fax: (631)287-5558
E-Mail: shawn@shawnleonardarchitect.com
36" MIN. FENCE POST
24" DIAMETER CAST IRON COVER, WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE
FLOGKHART FOUNDRY COMPANY
FINISHED GRADE: MAX. 6" MESH SPACING)
PATTERN NO. 61128 OR EQUIVALENT WOVEN WIRE FENCE
(MIN 14.5 GAUGE
(ADJUST TO FINISH GRADE) MAX. 6' MESH SPACING) Z 710.0' MAX. C. TO C. DRIVEN
MIN. FENCE POSTS
15" DIA CPP WITH FILTER CLOTH OVER DRIVEN MIN. 16" INTO
I' MIN. � GROUND.
6" COURSES OF BRICK (MAX. 1'-O") _
OR REINFORCED PRECAST EXTENSION a
IiCiI-III_III II LIICIII---11 =III=III-III-1 =III. (MAX. 4'-0") FLOW N .
1
a"
TOMPACTED SOIL
X: > S P.C.PG REINFORCED SLAB ioZ ;O
EMBEDED FILTER CLOTH �� N
a Y,? MIN. 6" INTO GROUND
SELECT GRANULAR SOIL
ZW `l �' BACKFILL FOR PERIPHERY AND MIN.
F ? i BOTTOM LEACHING 4-1'�- M
LLZ ~" ell SEE NOTE A
o W y.. xX.
C )
Z,n 2' ns.xlnurl WRAP WITH &oz. (MIN.)
.Z ® NONWOVEN GEOTEXTILE SECTION PERSPECTIVE VIEW W E
'n ®4 ® (FILTER FABRIC)
o N.T.S. N.T.S.
W 0 3'-0" MIN. ® ® ® V-0' MIN.
CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
TZ
p a ® ALL WALL SECTIONS 4 TOPS
SHALL BE SET IN A BED OF 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POST S
p WITH WIRE TIES OR STAPLES.
=Z ® ® MORTAR 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
N WITH TIES SPACED EVERY 24" AT TOP & MID SECTION.
® ® ® 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
III H SHALL BE OVERLAPPED BY SIX INCHED AND FOLDED.
n 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
I REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
GROUND WATER POSTS: STEEL EITHER "T" OR "U"
TYPE OR 2" HARDWOOD
FENCE: WOVEN WIRE. 14 1/2 GA.
6" MAX. MESH OPENING
2'-0" MIN. - EXCAVATION 4 BA\CKFILL WITH FILTER CLOTH: FILTER X.
ACCEPTABLE LEACHING MATERIAL (SEE NOTE) MIRAFI 100x. STABILINKA r�c11
DRYWELL DETAIL NOT TO SCALEE T1ATE49N OR APPROVED EQUAL. U+
PREFABRICATED UNIT: GEO FAB. C
ENVIROFENCE OR APPROVED
NOTE: EQUAL. \ =
ALL DRAINAGE STRUCTURES SHIALL BE PLACED IN ACCEPTABLE Op05Ep m 3
LEACHING SOILS AS APPROVED BY THE MUNICIPAL ENGINEER.
IN THE EVENT POOR LEACHING tMATERIAL IS ENCOUNTERED, -{7 OA 11/2q/1 D�WE►-ENGINEER
EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL 4 E� yK_'
BACK FILLED AS DETAILED. Af 1�) 1/28/E�VAIlq -9-0 Ep P�RFV11-! AGE _
TYPICAL LEAD-IIING POOL DETAIL �� _
"IN LIEU OF DOME A 8" TRAFFIC OLD lv1 !�1 �r'T/4IRS X T �-vpR '
BEARING COVER "AY BE SUBSTITUTED" r
F p,GK FRO 1/2�/Iq EREL�AT E �j 3.0' ODE 3 N f�
/O/ ��'f8 UFF TO gE A.7' 9.5'
NITS � loot
OOP OF 0L C`t�5 vr'oE
��� 05�QD A TIE• 4F0000 a STEPS ' V
AA.S N PLp f M
1 1-r1N "o /� 10.0
1 IE• A iNG WAt-L C _{ ' `1�
G 1 1,1� G / TAINING WA 8 10•� !
11/2q/I� Ep pF20N pENGE .� �� EXlsr. w o I O \ 1
}I p _OpO E'f ENT lO r / i r W A-3 ! V4OODjN
SIFT R _�- ew LAND G /JO < m to I O
N .► � / , / ' 49.4' 0 m Z
' /J 1
RAVEI-
'4
G G ! EG
1s_O" _ ' .'�A �/ �/' i'/PI° pARKIN ! 23.3' o __� I/O
6.0 II A -/) m 3 1
N Ol 1 is M
LL ?' O pROpgT'( O
P GONG•RE-� V4,Z �� N / / / a7 �� I 'O_ 2ND ION I 1 /
A PAOpSGApE 1: A7 STEPS 0 11.5' ADDI'C 8 o FIRE pIT C C
O' / LPND GAPE// ' �/ 0� 31.0, 21/2 VA5e. U-t '� O/ 10� �
J�{. �� / // / // / N Gp 11
3, 594. vlA!_�R Y Z/ rn
G� i �\ / /� // F$AE 6' I PART vNp FLO W O I A
O \� le O / / r F GRO �5S S RINT -1/1
TEPs /� / / �� FO�ON) 6.0 �C
IT E
(3,S 1NG• ADD FLA�POL /A !02 A'
10�1 2 / / AA.S` / /PR l/ I 68.4I UN\Y
so
O _
__IV A O
TED ' �J // 4��•p
STOGKP TEL
/* B .4 i
�STEDRI� /i'' LANDSCAPE 8 UT LIEY - FENCE 2 r'N FROI-I ER®uIC)iJ t'+ L "a i::f C0 ':4TF lOLS
Shall include but not be limited to:
�L �`G� O' SET 6 N I
��E��� lTOP OF A well rnair;tain^a Construction Entrance,
Wire Backed Silt Fencing, stabilization &
d� v,P Seeding of exposed and/or inactive soils.
iA
PROFA� �---A('
EXISTING LOT COVERAGE �
. ISO"� DRAINAGE Ir SI> rT;o�a°�ARE rEQ,UIRED
AREA UPLAND OF TOP OF BLUFF: S1,078 S.F. __� �/ ,.
Contact TOS EnLineering at 765-1560 before
EXISTING HOUSE 4t DECKS, PROPIOSED ADDITION,
DECKS � PERGOLA = 4,815 S.F. � �� 50' MIN. Backfill, OR Provide Engineer's Certification
that the drainage has been installed to Code.
4,815 S.F. / 31,078 S.F. x 100 = 15% /
,� Sp,N O
PROPOSED LOT COVERAGE Y �ANTIAG EXISTING
w1 PA\/EI"IENT
� 14 3 S,,
EXISTING = 4,,815 S.F. APPROVAL QFSTC:".1', AIA Ei� MANAGEMENT
PROPOSED PIGKLEBALL GT. = 1,500 S.F. FILTER C011 R 0 L NJ Tole ,
EXISTING CLOTH MOUNTABLE Date: ��
TOTAL - G 315 S.F. GROUND PROFILE BERM I
DRAINAGE CALCULATIONS (OPTIONAL) Approved by:
6,515 S.F. / 31,076S.F. x 100 = :20%
NOTES: O MAIN HOUSE / SQUASH 50' MIN' z SITE PLAN FOR THE
1
ExISTIIVG HPRMER/CAMP0 RESIDENCE
ROOF = 1,607 S.F. GROUNID o
1,607 S.F. x 0.167 x I.O = 268 C.F./42.22 = 6.55 L.F.
SURVEY INFORMATION FROM SURVEY I�/��\/�� ' ' ' " ' ' " " ' " "
PREPARED BY PECOIVIC SURVEYORS, P.C. USE- (I)-8'cP x 8' DEEP LEACHING POOL " " " " " " " ' . . . . . . . . . . . . . . . EXISTING
LAST DATED SEPTEMBER 6, 201l8 L . I? MIN.
PANT-1ENT SITUATE
O MAIN HOUSE LN
TOPO BASED ON APPROX. MSL DATUM ROOF = GOq S.F. Z NAS,SA U POINT
PLAN VIEW L
EXISTING CONTOUR ------------ 42' -----------
GOq S.F. x 0.IG7 x 1 .0 - 102 C.F./42.22 - 2.42 L.F. b
PROPOSED CONTOUR 42' USE: (I)-8'� x 4' DEEP LEACHING POOL '
TOI^IN OF SOUTI-IOLD - SUFFOLK COUNTY, N .Y.
EXISTING SPOT ELEVATION + 16.0'
- SCALE: I ' I f�lC�-I = 20' FEET
PROPOSED SPOT ELEVATION Iro'0' O ROOF / PARKING
ROOF = 1,530 S.F.
PREPARED: q/12/18
TAX MAP PARKING - 2,036 S.F. PREL-IrlINARY : 10/01/18
= 3,5000 S.F.
DISTRICT 1000 3,5GG S.F. x 0.167 x 1 .0 - 5qG C.F./42.22 - 21.22 L.F. REVISED: 10/16/18
SECTION III USE: (3)-8'� x 8' DEEP LEACHING POOL REVISED: II/8/18
BLOCK Oq
LOT 4.2
O PIGKLEBALL COURT ISSUED TO G.C. II/27/18
AREA: 40,g33 SQ.FT. 30'x50' = 1500 S.F. x 0.167 x 1.0 = 251 G.F./22.34 = 11 .24 L.F. REVISED.
(0.g411 AC.) USE: (2)-6'O x 6' DEEP LEACHING POOL OI/10/Iq .s:`�
01/28/I q / .
E DRIVEWAY 02/5/1 q - I
SHAWN LEONARD A. 1. A. DRIVEWAY - 2,g4O S.F. GRAPHIC SCALE: I =20 t p
� 02/7/lq ,
2,g40 S.F. x 0.167 x 1 .0 - 4ql C.F./42.22 - 11.63 L.F.
" '; i . y
A R C H I T E C T USE: (I)-8'm x 12' DEEP LEACHING POOL F
320 Hampton Road, Southampton N.Y. 11968
20 O 20 40 60
(631) 287-5557 Fax (631) 287'-5558
2019/02/07 1 t:32: 18
SURVEY OF PROPERTY
NA SSA U POINT f S
TOWN OF SO UTHOLD -� J A N 31 2020
SUFFOLK COUNTY, N. Y.
1000 111-09-4.2 G� 6t,
SCALE- V-30'MAY 13, 2015
AUGUST 14, 2018 (PART. TOPO) _
SEPTEMBER 6, 2018 (TOB) 'S
ROAD NOVEMBER 12, 2018 (REVISIONS) �""'FENCj WALL m
*T•� DEN FEBRUARY 6, 2019 (LOT COVERAGE) �,,IN INK x .ENp5AININ 8URRIED IN a,�� �{
JANUARY 13, 2020 "0E j y
x
OLD N101F HER ,x-X
JEHAE M MAHER FE.coR. o
MICi 405.00 r, a
1 PROPANE TANK p ; m
1pt
OLD W 2.4'N OOD p RETAINING WAIT p a m 1
LOT 18 RET. WALL
+' OUT. SHOWER 0 1
UNDER DECK r
cV 1 m m `
.�- WOODS 23.3 0 DECK
ARBOR lZif O 1
N78.36 50 E o ovER LOT 19 0 1
p\Y DECK Q
CON �' W RCP DRIVEVJ ONE Sip 6.0 �E R� WAL►- Q =
I C. R s
BB CURB /ST(ONE W�L o W� 1 �p l�•1
I/ RED• to W
BB CURB TIE
CMF RB W� PECK 8.2 FIRE
gB CU METAL GRATE CONC RET' STONE STEP 29'7. n PIT 0 J•fj `
A Do 1 ON CONC. 1 STY. R/O DECK 25'0 2 SV. FR• o
�1 of _ �X�X� HOUSE &
V '14 P �X�X X x pGE OT TUB
O WATERMETER O JFi GA 67.1' p AS *�(] ON DECK
� Off\ RET• WALL 1 X VIOUS PVC GRID x o U COVERED GRAVEL
l j �GP CONC' STONE z ; �pELNNG KS COUR� 1 r ENTRANCE ,
e STEPS x /X, 1 415.00 a
METAL
j z I �X�X Gw,VEL 6. STONE W
1� GRATE J�0 TRAMPOLINE X COO"' 25. WALK =
OON U I c� 00G AT GRADE LX SOUNDNIS AC N CMF
CONC. m z CLF m
m ' z U G STONE CON RE( WALL GENERATOR / ;
C•
3 I w PROPANE"0 STEPS RE(. W9 ELECTRIC /
F TANK CO NC PANEL
UPLAND LOT COVERAGE
r� � I ow UPLAND AREA 31,078 sq.ft.
v�11 s� I 578'369So
HOUSE 3163 sq.fL
w Z DECK 1501 sq.ft.
4ss4sq... :,of NEIV Y
cMF N 1 A�AGO LOT 20 4664131076 = 15 OX `�o��
I RIME S .� G0 KEYN'
NANOY SAN A QQ = REBAR Oft �
' '�"«
ELEVA77ONS REFERENCED TO NA VD 88 ® = WELL
LOT NUMBERS REFER TO MAP OF NASSAU POINT CLUB PROPER71ES AMENDED = STAKE IVnC. NO. 49618
MAP 'A" FILED IN THE SUFFOLK COUNTY CLERK'S 0FF7CE AS FILE MAP NO. 156. = TEST HOLE PECONI .C.
ANY AL7FRA77ON OR ADDInON TO THIS SURVEY IS A WOLA770N OF SEC'RON 7209OF THE AREA = 40.910 SO. Fr. (631) 765- _A (631) 765-1797
NEW YORK SWE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209--SUBDIVISION 2. ALL • = PIPE T�'1 TIC 1 IKIC P.0• ROX 909
..-. . w..w ...— .w.• • w •i...w ewe\ w.. •. •.. /\ . .+ T IFe•\ /\ w.1.\i .r•• ..
All)a
W E
S
ELECTRICAL
INSPECTION REQUIRED
c�
Eo m APPROVED AS NOTED
OA� PROPO� AS 3 \
Rtv2 F1 DRYt,.tEt-�NGtN�ER a DATE: � b B.P.#
DEN q PROPON EO POR �t1"►-PGE
�/2i3/' GA�'O -� I F'�1 FEE:
`� 0 5 NOTIFY BUILD�G DEPART �AT_
OCCUPANCY OR
��N y
F R STA'SQ g,F.)
OY (�T�'R� x�sT CDR !`- I FOLLOWING
8AN TO 4PM FOR THE USE IS UNLAWF'. II
FOLLOWING INSPECTIONS:
GK FRO �t ? j 3°' vnDE 3. ' I 1. FOUNDATION - TWO REQUIRED �'
. _
ROUT CER T Ii-
SE"�SA uFF -ro >3E '' A,� �. � 9'S M FOR POURED CONCRETE `-
N Tip OF Bi' r- 9!
5 pE � 5'0 I ll1 2. ROUGH - FRAMING & PLUMBING OF OCCUPANCY
V so 3. INSULATION
J
00
1G�A� �_ w AA PLA�F� S 4 5TEP9 4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
,Tt�G p°� Sw 1 0' T' TA�N'NG 1 ALL CONSTRUCTION SHALL MEET THE
G"' ''tom -
' „/2A/te ED P ON FENCE � _-�/ W TAINING WA g ��°• R � n � REQUIREMENTS OF THE CODES OF NEW
EXler. � ) o YORK STATE. NOT RESPONSIBLE FOR All exterior lighting
pR0P RE C ENT t ,� �'-` 0w A& �aO0p�NG Y �� rn O DESIGN OR CONSTRUCTION ERRORS.
IN
gtL —��—J/ / ,� LA 49.4 �p m Z ➢ repaired Shalliconf am
A�EL 1 — >c -1 11 rn
l% _ ' P �'�� // /'/ ,pP' pARK�NG ,t 23.3' G I� 4
oChapler172
t,17a�3���0 ' '' G ' �A -� I/° ➢ T_ COMPLY WITH ALL CODES OF G' 3` 'I`o°.�nlCode
-�" /.30 N 6 ll � ��� rn � = 1 NEW YORK STATE & TOWN CODES
G aLOG ALL ' /' t>S . ' D� ' �� ��i q6?' PROPS-rY o �1 N p p z 1 AS REQUIRED AND CONDITIONS OF
A ROE, COPE RED w N // I 5 p 2 tT
� N O tON I I/m f
wQLL ,� /� Tvi q5.� �rEPS b 11. �6.6' TY. 8.0' FtRE PtT �Z/ I C 1
/ LANp GAPE// ' // 8w 1.0 2�/2 �5E UT O O 10 , -� I�
a 1 5' F R• p 1"KO Z{
GF' I PART ND''OOR , O / 1 1 rn ` ;' STEES
I C°ROv 5a a, RtNT - /I A ` DRAINAGE INSPECTIONS ARE F',rQUIRE )
N /// /,'sTEPs , �' / /� • FOC ON) r,.O' E C --- _ Contect TOS Engineering at 765-1560 be are
h�{ / to D o�
,/ A.S� `•31 5 A � a' F3ackfi!! OR Provide Engir±eer'a Certiflca' on
' / / // PRoP�S w I °' tNG. AD F�- GP t02 that the�drain€� a hfts been Installed to G de'.
�\ Q��P`� //' 3 too ? / / AA.S' // 68.4'
/P �T 00
4
AE,
Qi 1 / E�f1gTEDCDP
R� /'' LANpsGAPE I �p 0 uT+
.,.L/ GC G X00 O� gP1�IK
_1 I �// �''/ LAN g f1g? iP�' / �/ — L ' Pc��`•/ -rOF
P.
14
� / // R ,` / G��P,�Ate•
EXISTING LOT COVERAGE:
AREA UPLAND OF TOP OF BLUFF : 51,078 S.F. � /�� // T,�=" a��SO
EXISTING HOUSE $ DECKS, PROPOSED ADDITION,
DECKS t- PERGOLA = 4,815 S.F.
4,815 S.F. / 31,078 S.F. x 100 = 15% ,/ �N"r�A
AGO
PROPOSED LOT COVERAGE NG-(
NA
EXISTING = 4,815 S.F.
PROPOSED PIGKLEBALL CT. = 115*00 S.F.
TOTAL - G,SIS S.F. DRAINAGE CALCULATIONS
G,815 S.F. / S1,078 S.F. x 100 = 20%
NOTES: O MAIN HOUSE / SQUASH SITE PLAN FOR THE
ROOF = 1,607 S.F. 1��:�ZMER/CAMPO RES�TDE `._'.,
SURVEY INFORMATION FRO" SURVEY 1,607 S.F. x 0.1G7 x 1.0 = 2G6 C.F./42.22 = 6.35 L.F.
PREPARED BY PECONIG SURVEYC>RS, P.C. USE: (I)-8'cp x 8' DEEP LEACHING POOL 'S
LAST DATED SEPTEMBER 6, 2018
SITUATE
a
O I"IAIN HOUSE
NA,S�SA U P011VT 1a s
c
'• ,� a�., ,n �`F _Y. .
TOPO BASED ON APPROX. I"I = 60q S.F.ROOF '
EXISTING PROPOSED CONTOUR
O 60G S.F. x O.IG7 x 1 .0 102 C.F./42.22 2.42 L.F.
OUR 42'
USE: (I)-6'(P x 4' DEEP LEACHING POOL TOWN OF SOUTHOLD — SUFFOLK COUNTY/ N .Y.
EXISTING SPOT ELEVATION + 1G.0' SCALE: I " INCH = 201 FEET
PROPOSED SPOT ELEVATION 16 0 ROOF / PARKING
R PREPARED: q/12/18
ROOF = 1,530 S.F.
TAX MAP PARKING — 2,036 S.F. FPRELI1"IINARY: 10/01/15
= 3,566 S.F. �
DISTRICT 1000 3,5GG S.F. x 0.167 x 1 .0 — 5GG C.F./42.22 = 21.22 L.F. REVISED: 10/1G/18
SECTION III USE: x 8' DEEP LEACHING POOL REVISED : 11/8/18
BLOCK 0q
LOT 4.2 O
D PIGKLEBALL COURT ISSUED TO G.C. : II/27/18
AREA: 40,q33 SQ.FT. 30'x50' = 1500 S.F. x 0.167 x 1.0 = 251 C.F./22.34 = 11 .24 L.F. REVISED. 11/2q/18
(0.q411 AC.) USE: (2)—G'(P x 6' DEEP LEACHING POOL 0I/10/lq
O 1/28/I q
O DRIVEWAY GRAPHIC SCALE: i"=20' 02/5/1q
SHAN LEONARD W �1
, A. I. A.
V�J DRIVEWAY — 2, 40 S.F.
T T 2,g40 S.F. x 0.167 x 1.0 — 4�1I C.F./42.22 — 11.63 L.F.
A 1
�i
USE: �I)-8'(P x 12' DEEP LEACHING POOL
320 Hampton Road, Southampton N.Y. 11968 20 0 20 40 60
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2019/02/05 10:3R 46