HomeMy WebLinkAbout45729-Z o�S�FFQ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • 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#: 45729 Date: 1/26/2021
Permission is hereby granted to:
Potters, Louis
2 Sousa Dr
Sands Point, NY 11050
To: Construct a deck addition to an existing single family dwelling and install an in-ground
swimming pool as applied for per ZBA and Trustee approval. 2 cos required.
Replaces BP#43044
At premises located at:
575 Hill Rd., Southold
SCTM # 473889 1 0 ND W b 12 K
Sec/Block/Lot# 70.-4-29 P-etL, J &Pl►'� �3`M,-Wd
Pursuant to application dated 1/26/2021 and approved by the Building Inspector.
To expire on 7/28/2022.
Fees:
PERMIT RENEWAL $627.20
Total: $627.20
Building Inspector
��o�gaFEot�-�o TOWN OF SOUTHOLD
�y BUILDING DEPARTMENT
y 2 TOWN CLERK'S OFFICE
oy • 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#: 43044 Date: 9/13/2018
Permission is hereby granted to:
Van Rooyen, Emma MC
575 Hill Rd
Southold, NY 11971
To: Construct a deck addition to an existing single family dwelling and install an in-ground
swimming pool as applied for per ZBA and Trustee approval. 2 cos required.
Replaces BP# 40411
At premises located at:
575 Hill Rd., Southold
SCTM # 473889
Sec/Block/Lot# 70.4-29
Pursuant to application dated 9/13/2018 and approved by the Building Inspector.
To expire on 3/14/2020.
Fees:
PERMIT RENEWAL $627.20
Total: 1627.20
Building Inspector
TOWN OF SOUTHOLD
Gy BUILDING DEPARTMENT
y 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#: 40411 Date: 1/19/2016
Permission is hereby granted to:
van Rooyen, Emma M C
220 Water St Apt 428
Brooklyn, NY 11201
To: construct a deck addition to an existing single family dwelling and install an in-ground
swimming pool as applied for per ZBA and Trustee approval. 2 cos required.
At premises located at:
575 Hill Rd, Southold
SCTM # 473889
Sec/Block/Lot# 70.-4-29
Pursuant to application dated 1/11/2016 and approved by the Building Inspector.
To expire on 7/20/2017.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $407.20
CO -ADDITION TO DWELLING $50.00
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
n- MING7$50.00
757.20
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the followin ,before applying?
TOWN HALL Board of Health A
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)7654802 Planning Board approval
FAX:(631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. C Check t/
Septic Form
N.Y.S.D.E.C. ROD( U8M(i7i
Trustees IM51V9 101. u&f ((
C.O.Application
Flood Permit
Examined 1 20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved 20 Mail to:
Disapproved de N V�G r STD 5 V1►t/
Phone -4C!D �� 41,
3
��j
t Expiration <l` —� 'f o 42
spe or
A N 2016 APPLICATION FOR BUILDING PERMIT
LJ
Date ,Vt l/ •,20J*
[ INSTRUCTIONS
1_
r a.This app is Ai n UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
DEDts 3f�l urate P o o to scale.Fee according to schedule.
J 1 b.Plof plan sl 16widg location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
Th vered by this application may not be commenced before issuance of Building Permit.
TO�8L DG.CDaP on approval of his application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
�(t%l b�k 'p emises 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
property 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.
N (3 1 �S i Sv pp ant or name,if a corporation)
� aJ6 A-2CH , � , q 13, NY N Y loo 13
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
k&A t /A� �•
Name of owner of premises R15• G A QA VW IWOAGO
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer r-
(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 le dQne. ��D�� •
House Number Street ILy Hamlet
County Tax Map No. 1000 Section 7DBlock Lot
` Subdivision 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
b. Intended use and occupancyf:!Whxffiftax. 9'0tMP6.6 WIV,P-auSWIMlrlloo r00L4
3. Nature of work(check which applicable):New Building Addition Alteration 6y'T.per'
Repair Removal Demolition Other Work b3 L it 6Cr'DEG .
(Description)
4. Estimated Cost ISO A-. Fee
AA (To be paid on filing this application)
5. If dwelling,number of dwelling units J-. Number of dwelling units on each floor
If garage, number of cars �.
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
u
7. Dimensions of existi?g structures,if any:Front 7 I"7 Rear 1!4 ' Depth
Height Number of Stories
�_q«
Dimensions of sa e s ycture with alterations of additions: Front 7G� —? Rear
Depth (p Height 2 Z Number of Stories Z
"
� 6 it
!7T
8. Dimensi 6—re
s of entire new construction:Front Q � Depth 2 5
Height D(A G t Number of Stories N
1
9. Size of lot:Front 0 5 ��'a I Rear 03 r _f / Depth 144 •5 7
10.Date of Purchase 144 Name of Former Owner 5A"A-iyM 14 axi U6 eyrzANryrr.
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
13.Will lot be re-graded?YESX NO Will excess fill be removed from premises?YES_X,NO
eMly pt WEN aw0p 23( M AC-V 0f- iH ST, 3Ya0AIrV r N•Y %[133
14.Names of Owner of premises Address Phone No. -q 7 3 7- -07-3
Name of Architect .�D NN '55'.�» Address 3 hone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
* 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
*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�,_
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY 01'ke-A-1 )
�t7�w jzw being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing coontrac above named,
ni
(S)He is the /'C w
(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 thereAb}NIEL LUIS ALBINO
Notary Public.State of New York
Sworn to before me this Qualiffed in Bronx County
2 day of tc+A"wo.i 20 I IJ No.01AL6290023
My Commission Expires=07 17
• Notary Public Si a of licant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: January 13, 2015
TO: Berg Design Architecture(Van Rooyen)
131 Varick Street, Suite 1009
New York, NY 10013
Please take notice that your application dated December 30, 2015
For permit for additions and alterations to an existing single family dwelling-at
Location of property: 575 Hill Road, Southold,Peconic,NY
County Tax Map No. 1000 - Section 70 Block 4 Lot 29
Is returned herewith and disapproved on the following grounds:
The posed construction is not permitted pursuant to Article XXIII, Section 280-124 which states that on lots
measuring less between 20,000 and 39,999 square feet in total size, a minimum side yard setback of 15 feet and
a total side yard of 35 feet is required.
Following the proposed construction the dwelling will have a single side yard setback of+/- et and a total
side yard setback of+/- 32.5 feet.
------- -------------- ---- ---------
tho ' Sign ure
Cc:File, ZBA
0
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: January 13, 2015
RENEWED: June 1, 2015
TO: Berg Design Architecture(Van Rooyen)
131 Varick Street, Suite 1009
New York,NY 10013
Please take notice that your application dated December 30, 2015
For permit for additions and alterations to an existing single family dwelling-at
Location of property: 575 Hill Road, Southold,Peconic,NY
County Tax Map No. 1000 - Section 70 Block 4 Lot 29
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots
measuring less between 20,000 and 39,999 square feet in total size, a minimum side yard setback of 15 feet and
a total side yard of 35 feet is required.
Following the proposed construction, the dwelling will have a single side yard setback of+/- 13 feet and a total
side yard setback of+/- 32.5 feet.
Aut orized Si nat
Cc: File, ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: January 13, 2015
RENEWED: June 1, 2015
AMENDED: June 15, 2015
TO: Berg Design Architecture(Van Rooyen)
131 Varick Street, Suite 1009
New York,NY 10013
Please take notice that your application dated December 30, 2015
For permit for additions and alterations to an existing single family dwelling at
Location of property: 575 Hill Road, Southold, Peconic,NY
County Tax Map No. 1000 - Section 70 Block 4 Lot 29
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots
measuring less between 20,000 and 39,999 square feet in total size, a minimum side yard setback of 15 feet and
a total side yard of 35 feet is required.
Following the proposed construction, the dwelling will have a single side yard setback of+/- 10.5 feet and a
total side yard setback of+/-31.5 feet.
This Notice of Disapproval was amended on June 15,2015following t i o a new rv ..
uthorized Signa
Cc:File, ZBA
$.OARD MEMBERS Southold Town Hall
SU(/l 53095 Main Road•P.O.Box 1179
Leslie Kanes Weisman,Chairperson
O Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank
George Horning �0 ,�a�� 54375 Main Road(at Youngs Avenue)
Kenneth Schneider �7 NV Southold,NY 11971
http://southoldtown.northfork.net
`� ! SONING BOARD OF APPEALS
, i AUG 2015 �� TOWN OF SOUTHOLD
i el.(.631) 765-1809•Fax(631)765-9064
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 20,2015
ZBA FILE# 6871
NAME OF APPLICANT: Emma Van Rooyen
PROPERTY LOCATION: 575 Hill Road (adj. to Jockey Creek), Southold,NY SCTM#1000-70-4-29
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply ,dated June 25, 2015 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated July 24, 2015. The relief, permit, or
interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review
under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 24,905 (24,063 buildable) square foot
water front parcel located in an R-40 zone. The property has 107.41 feet of frontage along Jockey Creek. The
parcel runs 226.34 feet on the West side, 105.00 feet along Hill Road, and 244.57 feet on the East side. The parcel
is improved with a two story frame house with attached garage, a frame shed, and a wood ramp with attached
floating wood dock. All is shown on a survey by Nathan Taft Corwin III L.L.S. dated June 13, 2014 and last
revised December 2, 2014.
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building
Inspector's June 1, 2015 amended June 15, 2015 Notice of Disapproval based on an application for building permit
to construct additions and alterations to existing single family dwelling, at; 1) less than the minimum code required
side yard setback of 15 feet,2) less than the code required total side yard setback of 35 feet.
RELIEF REQUESTED: The applicant requests variances to make additions and alterations consisting of a
proposed deck, pergola, pool, and raised patio that will result in a side yard setback of+/- 10.5 feet and a combined
side yard setback of+/-31.5 feet. The code requires a single side yard setback of 15 feet and a combined side yard
setback of 35 feet.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
Page 2 ofli—August 20,2015
ZBA#6871—VanRooyen
SCTM#1000-704-29
The Zoning Board of Appeals held a public hearing on this application on August 6, 2015 at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law V67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood which
consists of single family homes. The additions and alterations are proposed on the water side of the house and will
not be visible from the street. The applicant is requesting the variance so that it may keep the proposed raised patio
in a straight line with the house for aesthetic reasons.
2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for
the applicant to pursue, other than an area variance. The applicant could make additions and alteration with a code
conforming side yard setback. However, the existing residence already has a non-conforming side yard setback
and combined side yard setback. The applicant is requesting a minimal increase to the already non-conforming
single side yard setback.
3. Town Law V67-b(3)(b)(3). The variances granted herein for the combined side yard setback is not
mathematically substantial, representing 10% relief from the code. The variance granted for the single side yard
setback is mathematically substantial representing 30%relief from the code. However, the existing residence has a
combined side yard setback of 30.3 feet and the proposed setback of 31.5 feet is more conforming to code than
what exists. The applicant's property has a single side yard setback of 10.7 feet. Granting a variance to decrease
the single side yard setback to 10.5 feet is a minimal increase.
4. Town Law V67-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a swimming pool, deck, pergola, and raised patio while preserving and protecting
the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Horning, and duly
carried, to
GRANT,the variances as applied for, and shown on the survey by Nathan Taft Corwin L.L.S. dated June 13, 2014
and last revised December 2, 2014 and the Architectural plans by Berg Design Architecture dated December 90,
2014 and labeled A00 through A3. Subject to following conditions;
Conditions:
1. Evergreen screening.
2. Pool mechanicals shall be placed is a sound deadening enclosure.
3. Drywell for pool de-watering shall be installed.
• Cage 3 off—August 20,2015
LBA#6871—VanRooyen
SCTM#1000-70-4-29
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a
possible denial by the Building Department of a building permit, and may require a new application and public hearing before
the Zoning Board of Appeals.
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited
above, such as alterations, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other
feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are
expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of
nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold'any variance granted by the Board of
Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a
subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such
variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,
grant an extension not to exceed three (3) consecutive one(1)year terms.
Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members
Weisman(Chairperson), Schneider) This Resolution was duly adopted (3-0).
r erard P. Goehringer,Acting Chai son
Approved for filing 8 /02/ /20
r2
M IN-M
_"y V�'WIM
"Va
A
BOARD OF SOUTHOLD TOWN TRUSTEES
lj terra
SOUTHOLD,NEW YORK
............... PERMIT NO. 8707 DATE: NOVEMBER 18,201
ISSUED TO: EMMA van ROOYEN
PROPERTY ADDRESS: 575 HILLROAD, SOUTHOLD, 0
9 NW:
141
nn SCTM# 1000-70-4-29
AUTHORIZATION
al�5
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 18,2015,
and in consideration of application fee in the sum of$250.00 paid by Emma van Rooyen and subject to the
Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
the following:
Wetland Permit to install a 301x141 swimming pool with an additional 61x121 wide
entry stair; install a 639sq.ft.wood deck with steps and plant&s; install an irregularly
shaped 1,269sq.ft. blue stone paved patio- install a 41411x81011 outdoor shbw' er on stone
deck area; and construct a 211011x81311 wood pergola on stone deck area; with the
condition that a non-turf buffer area is to be established and subsequently maintained
within the entire area beginning at the Zone"X"line continuing seaward to the
landward edge of vegetated wetlands; and as depicted on the survey as prepared by
`i Nathan Taft Corwin,III Land Surveyor last dated December 2,2014, and stamped
approved on November 18, 2015.
M IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of this date.
coo
A
41-
o: Ms inie Bunch Page 2 of 3 2015-01-06 20:09:17(GMT) '" 'T` '"` 16S12040777 From: John Berg
76 6
-�r.'rt:vat�lr-
S c ott A. Russell ' d SUF� �z�Y 5TO))KMMA` ME)R,
SUPERVISOR D 1V1[A\-,N A\,G 1EM[)ENT
SOUTITOLD T01"s HALL-P.O.Box 1179 Lti
53095 Main Road-SOUTIiOLD,NLsW YURK 11911
Town of Southold
BAN 13
CRAP` EJ R 236 STOJEWIWATER MANAGE,MEN1T)'VY0RK—MErt _ '
(TO BE COMPLETED BY THE APPLICAO)1 JAB 15
l?OrS THIS ]PROJECT INVOLVE ANY OF THF, FOLLOW-1I*]G;
! Yes NU (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 involving more than 200 cubic yards of material
within any-parcel or any contiguous area.
wl�ic��l ==_ _ 1 #'eet ve�•tical rise to
100 feet of horizontal distance.
[] D. Site preparation within 100-feet of wetlands, beach, bluff or coastal
1 erosion hazard area. i
1 El El E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
00 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.
. ........... ........ ..._...._ -- . ... - .. .- _•--.. . _ . .. .. . ._ _.. -
;k If you answered NO to nil of the questions above,STOP! Complete the Applicant section below wltb your Nanlc,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
m If you answered YES to one or more of the above,pleaso submit Two copies of a Slormwalcr Management Control Plan
and a completed Check List Form to the Building Uoparhilenl evi y,our l3nilding Permit Application.
- S.C..T.M. -7: 1000 Date.
t1�L1�1� (Property Owner,Deslon Professlowd,Agenl,Contractor.Olhed Dift,ict
1+ADtE JD FAN _ � y
S Ilion aloe of
""FOR LUII_DINIG DEPARTiti°IEi IT USE ONLY
Contact Infoirmnorc
Reviewed)3y:
Date: Cl)
Pro.erty Addrek5 1 i..ocat ioll of Construction Works -
- II i rr ,, (nJ Approved for processing Building Permit.
576 t mil/ I`- _ stornwiler't-]anagetitelii Cottllvl Plan Not Required.
El
_... _
f �
storn;waier;N•lanagement control Plan is Required.
(Fornvard to Enginrcr uv L'ef>,:r ancni for Revic•N-!
0)
0
71
APPUCANT: 60 ,
j S.C.T.M-� �0 CHAPTER 23 6!
2 Irraptiry Cwmt.Dv:1:r,Nahsion.0,Agent,ConrrAcra,Otter)
Stormwatei Nlanagement Control Plan iCHk&AST
!6
zo
C7� S=Jon 31. Lot S N1 C P -Plan RNulrerrient�. Provide ONE copy or the Buildl�g-PermiLASPPWC-, i
NMA&
(0
Date: . ... .. The applicant must provide a Complete Explanation and/or Reason for not 0,oviiing
.. . I
all Information thit has been Required by the following
T1V~t—W
I. A Site Plan drawn to scale Not Less that 69 to the inch MU If You answe� YF NO NAro No.or NA to any Item, Please Providc Jj;stjf lc,-t ion Htrel.
show all of the following items: If you need additional room for explanations,Please Provide add,itiona I Paper.
a. Location&Dekr Ipt ion of Property-Boundafles
li
b. Total Site Acreage.
c. Existing ural&Man Made Features within 50-D LF.
of the Site Boundary as required by§236-17(CM
d. Test Hole Data IndimtIng Soil Characteristics&Depth to Grownd Water. l [I - IV.
M-NIP IVAV15-f-16 AT Vteil-'V I)qe JFMZ-9W i 15 1.21
e. Limits of Clearing&Area of Fro- sed Land Disturbance IILALZIFF E2 92i-z 22M, 8e=� AVZz J 5-2- -AA!1yi5-4e
F. Existin.c, &Proposed Contours of the:Slte mnimum zintcr--w bIUIV &5LUIMM I L.U[V I KU1.'j,
1 11 V IL
g. Location of all existing&proposed structures',roads. Shall include but not be limited to:
d riveways, sidewalks,dralrage improvernerts&tiiilffles I I i
A well maintained Construction Entrance,
h. Spot Grades&-Finish Floor Elevations for-all existing Wirp Rn�.kpd Silt FE-nring.,stabilization-&
proposed structures.
6i I -9@�@OiRg�f expesed and/or. a-rolig.
9 .. Location proposed Swimming Pool and discharge r 717
0
N I J. Location of proposed Soil Stockpile Axes!WL IN I RMSX(Aciq A C)S DC-OJQ S 1 7V -
9�0 I k. Location of proposed Coastruction Entrance/Staging AreaL-).
C? I I. Location or proposed concrete washout areaW. IL TF17 e-,KISnQ —POWOWAT,
to M. lxcruon of all priavcsed erosion&sediment control measures.
S to rm wa Lt r lVi an.-scm c nit Control Plan must Include Calculations showing
that the siormwater improvements are SIZed to capture-store,and Infiltrate
i uo so
or.-site the run-off from al!!rnpervicus surfaces generated by a two(21 inch
rainfall/Storm event.
Mpliva nnc KtQUIREU--
3. Dciails a Sectional Drawings for stormwater practices are required for approvei. E,Igheering at /65-1560 6-efore
Items requiring details shall include but not be limited to: fill, OR Provide Engineer'S Certification
a. Erosion&Sediment Controls. tbV Mmase ha
as been1n.5talled
b. Construction Entrance&Site-Access. A,(-
ml c. Inlet Drainage Structures (*.g.catch basins,trench drains,ctcj 1�0 V'e4r'--- 7-"FT-
d. Leachinq Structures (e.g.Infiltratft basins,swales,ete--' lo- f
FOR EWNEEI,- i1G EPART E ONLY
Additional Information is Required,
" E A
Reviewed Stortwater Managgemetit Control Plan is Not Completp—
Aporoved By..
- - - - - - - - - - - - - - - - - - - - - - - -
Storm water 'Manaodment Control Plan is Complete. .
D a,,e: 0
SMCF. has been approved by the Engineering Department.
FORM - SWOP eck List-TOS MAY 2014
0
f
l
BERGDES GN
ARCHITECTURE
December 30th 2014
Town of Southold
Building Department
Town Hall
Southold NY 11971
TRANSMITTAL
To whom it may concern,
Enclosed please find application materials for a Building Permit for the construction of a
new swimming pool, wood and stone decking and a wood pergola at 575 Hill Road in
Southold , NY.
Enclosed please find originals and three copies of the following:
• Completed Application for building permit.
• Check
• Erosion, Sedimentation and Storm Water Run-off Assessment Form
• 4 copies of Construction Plans
• Original copy of property survey
Also, we currently have application materials submitted to the Town Trustees.
Sincerely,
John Berg
Copy: file
Path: 0163/Docs/trans 123014
131 Varick.Street Suite 913 New York 10013 917 328 3905 bergdesignarchitecture.com
BERGDES GN
-ARCH TECTURE
May 22Id 2015
Office of the Building Inspector
Town of Southold
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold NY 11971-0959
TRANSMITTAL
To whom it may concern,
Enclosed please find a check for the renewal of the disapproval notice for the building
permit application for a new swimming pool and pool deck at 575 Hill Road in Southold,
NY. Please see enclosed copy of expired disapproval notice.
Sincerely,
John Berg
131 Varick Street Suite 913 New York 10013 917 328 3905 bergdesignarchitecture.com
VZ= Southold Town Building Department
o�sUFFOI,�coG P.O.Box 1179
Permit#: 40411
53095 Main Rd
Southold,New York 11971 Permit Date: 1/19/2016
oy • o��
631
� ) 765-1802 Expiration Date: 7/20/2017
Parcel ID: 70.4-29
BUILDING PERMIT RENEWAL LETTER
Dated: 3/5/2018
Applicant: van Rooyen, Emma M C
Location: 575 Hill Rd, Southold
Work Description: IN GROUND POOL
construct a deck addition to an existing single family dwelling and install an in-ground swimming pool
as applied for per ZBA and Trustee approval. 2 cos required.
A FEE OF $657.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: van Rooyen, Emma M C
Address: 220 Water St Apt 428
Brooklyn,NY 11201
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
C Southold Town Building Department
g1)Ff�t,t�oG� P.O.Box 1179 Permit#: 40411
53095 Main Rd
o g Southold,New York 11971 Permit Date: 1/19/2016
y�yol �ao� (631) 765-1802 Expiration Date: 7/20/2017
Parcel ID: 70.4-29
BUILDING PERMIT RENEWAL LETTER
Dated: 3/5/2018
Applicant: van Rooyen, Emma M C
Location: 575 Hill Rd, Southold
Work Description: IN GROUND POOL
construct a deck addition to an existing single family dwelling and install an in-ground swimming pool
as applied for per ZBA and Trustee approval. 2 cos required.
A FEE OF $657.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: van Rooyen, Emma M C
Address: 0 W WA4 �^'�"`'+a ���
yn, 3 S- ex�exe-
The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold,New York 11971
S'%r 10� ,
W e_6,�5 4?_ ,n..,:,A �2>"E'"�A � �����p gal` �i� Yv--(?—
1Z �y-eft
SS 9—eii(e_rz C!5 01j
INS �C�Ose-V
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
rto�.n �
� � � ��o ��
We wog �� l,�e � -�-�z..�l $ui (�iv� `�e�w���
�°�a�
�7S 7�u-C
�� �d
Twomey Latham
S H E A, K E L L E Y, DUBIN & Q U A R T A R A R O, LLP
Thomas A.Twomey,Jr.
(1945-2014)
Stephen B.Latham Martin D.Finnegan
John F.Shea,III Partner
Christopher D.Kelley
David M.Dubin 4, 631-727-2180,x-265
Jay P.Quartararo t mfinnegan@suffolklaw.com
Peter M.Mott
Janice L.Snead
Bryan C.Van Cott . By Hand
Kathryn Dalli
Martin D.Finnegan O
Reza Ebrahimi
Jeffrey W.Pagano . January 21, 2021
Karen A.Hoeg
Bernadette E.Tuthill
Craig H.Handler Town of Southold Building Department
Attn: Susan Pontino
Bryan J.Drago 54375 Route 25
Alexandra Halsey-Storch
Katerina Grinko Post Office Box 1179
Lorraine Paceleo Southold,NY 11971
Terrence Russell
Daniel R.Bernard to
Christina M.Noon t
A.Chadwick Briedis Re: Permit Renewal
Premises: 575 Hill Road, Southold,NY
OF COUNSEL SCTM#1000-070.00-04.00-029.000
Lisa Clare Kombrink
Kevin M.Fox
Patricia J.Russell Dear Sue:
Jennifer P.Nigro
Craig Gibson
Joan Morgan McGivern With respect to the above-referenced matter, enclosed please find a
check payable to the Town of Southold in the amount of$627.20 for the renewal
4 NV&LA BARS
t LL.M IN TAXATION of the enclosed building permit.
♦ NY&NJ BARS
O NY,NJ&PA BARS
■ NV,NJ&OC BARS
FL
♦ NY,NJ&FL BARS If you have any questions regarding the enclosed, please feel free to
Main Office contact me. Thank you for your attention to this matter.
33 West Second St.
P.O. Box 9398 Very tru urs,
Riverhead,NY 11901
631.727.2180
suffolklaw.com
M innegan.
MDF/as
Enclosures
JAN 1 5 2021
• rr RY. y�.., ' Legend
J '
575 Hill.2 PCT ANNUAL CHANCE FLOOD HAZARD
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ENERGY NOTES
DRAWING LIST
rAT'ON:
TY INFORMATION q00 SITE PLAN,NOTES,DRAWING LIST,ENERGY NOTES 1.ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE(LATEST EDITION).
A01 FIRST 8 SECOND FLOOR DEMOLITION PLAN 2.7HE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THAT THE DRAWINGS COMPLY WITH THE NV STATE ENERGY CONSERVATION
A02 FIRST 8 SECOND FLOOR CONSTRUCTION PLAN CONSTRUCTION CODE.
OAD,SOUTHOLD.NY 11971 A03 FIRST 8 SECOND FLOOR RCP 3.EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE U=.2B MAX WINDOWS,SLIDING GLASS DOORS AND ALL GLASS SHALL BE U=.TB MAX.FLOOR,
A04 FIRSTS SECOND FLOOR POWER 8 MECHANICAL R-48 WALL,R-34 CEILING,R-08
1000-70-04-28 A05 EXISTING 8 PROPOSED ELEVATIONS 4.ALL BUILDING MATERIALS,COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR
=24,826.00 SF BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION.
LIMITATIONS:NO PROPOSED ADDITIONAL CLEARING 5.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES,RIM JOISTS AND ALL CORNERS.
ESIGNATION:R-00 6.AlL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE.
ERAGE CALCULATIONS 7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE,DESIGN AND TYPE OF MECHANICAL
E%ISTING SF PROPOSED SF HEATING,COOLING AND HOT WATER SYSTEM THAT WILL BE USED.COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A
STRUCTURES 7,985 SF(8%) 0(0%) MINIMUM COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BABED ON ACTUAL
BUILDING COVERAGE 575 SF 1758(7%) EQUIPMENT SIZE.
DECKS 480(2%) ABBREVIATIONS SECT SECTION 8.IF APPLICABLE COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION
POOL NA 2238%) It' SPECIFIED IN TABLES 4.8,4.9,4.10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE(LATEST EDITION).
TOTAL LOT COVERAGE 3135 SF(12.5%) A.C.T. ACOUSTICAL CEILING TILE DNV DISHWASHER MTD MO NTED SHT MTL SHEET METAL
ABOVE FINISHED FLOOR ELEV. ElEVA70R $IM SIMILAR 9.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F.FOR COMBINATION HEATING AND COOLING THERM
A.F.F MTL METAL THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F.
ET BETWEEN ENCL ENCLOSURE MW MICROWAVE SPECS SPECIFICATIONS 10.HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX.
BUILDING HEIGHT 70 REMAIN UNCHANGED BLDG. BUILDING EX'G EXISTING N.T.S. NOT TO SCALE STL STEEL 11'ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX.OF 3 GPM AT 60 PSI WATER PRESSURE.
C.H. CEILING HEIGHT GALV GALVANIZED N I C NOT IN CONTRACT S.S. STAINLESS STEEL 12.ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 DFM.FLUE TO HAVE A TIGHT SEATED DAMPER
C J CONTROL JOINT GL. GLASS OP'NG OPENING TR. TRASH RECEPTACLE WITH AIR LEAKAGE OF 20 CFM MAX
CLG. CEILING GWB. GYPSUM WALL BOARD PL LAM PLASTIC LAMINATE TYP. TYPICAL
CMU CONCRETE MASONRY UNIT HGT. HEIGHT pLYWD PLYWOOD U.O.N. UNLESS OTHERWISE NOTED
COL COLUMN H.M, HOLLOW METAL PTO PAINTED V.C.T. VINYL COMPOSITION TILE
CONC CONCRETE ICE ICEMAKER
CERAMIC TILE R.C. REINFORCED CONCRETE V.I.F. V
C.T. ERIFY IN FIELD
DETAILS INFO. INFORMATION REF. REFRIGERATOR WD WOOD
pE
DWGS DRAWINGS MAX. MAXIMUM REQ'D REQUIRED L.C.C. LEAD COATED COPPER
.L.,e
FOGF Opp I/
ffMFNT".cs unury voLE ULm
WEST HILL ROAD
ovEFwEAG wvIEs /��
1D5:0p Ni
As S � ROAo�
wA1EFER-y-�� , , GATGN B,15�ry
ME
/
ra cv
e
•QIV•l • < a F y �Alt.. /
V PROPOS D E 500
I/ ems''°NEFAL GovFx�O �
"'-Ia"P POTT UNDERGROUND y
PRQPANE TANK rQ7
e,P
ERSO.coNc� I
SLATE
L�
"
G`NI'EY-FENCE IOW.
■` /
1/ovTGOo
lQ
WOW /
pEacOu v /,Q� / srocwwEFENCE GENERAL NOTES:
fylsilnG/I \ \f1•t/AN- FEW'TALL POOL
/ sbEE/o0 Nyart a"o./� / FENCE 1.THE PLANS,TO THE BEST OF OUR KNOWLEDGE,COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK LATEST ED
STATE BUILDMON AND ING CODE.
/ FE++�oT^' 3.W RK NOT NDICA7ED OLCOMPN PART OF THTH E DTHERAWINGS BUT REASON BLEBMPLDIED TOOBEESIMI OF TLAR TO THAT SHOWN AHE STATE OF NEW T OORRESPONDING PLACESLSNALL BEBREPEATED. CODES,STANDARDS,REGULATIONS,AND LAWS.
4.IF ANY CBE OF CONFLICT BETWEEN THE NOTES AND DETAILS,THE MOST RIGID REQUIREMENTS SHALL GOVERN.CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.
2.THE 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS,DRAWINGS FROM OTHER CONSULTANTS,PROJECT SHOP DRAWINGS AND FIELD CONDITIONS.
l\-^s l rsaY• "� V LL'SETBACK 6.THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES,AND UTILITIES LINES FROM ALL DAMAGE.
FR EY 7.JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR
/CREEK 8,THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
S FADE ONE PATIO AT
9.ALL LABOR,MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES,REGULATIONS,CODES AND ORDINANCES OF ALL FEDERAL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK,INCLUDING THE OCCUPATIONAL
SAFETY AND HEALTH ACT(OSHA).IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY REGULATIONS ANDIOR RESTRICTIONS OUTLINED WITHIN ANY SPECIAL PERMITS.
�\ za•oAN % //je SA WALL SHEATHING MUST EXTEND TO TOP OF WALL PLATE AND BE NAILED OFF ON BOTH PLATES,ALL STUDS,SILLS,SHOES AND BAND JOISTS ACCORDING TO NY STATE CODE.GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2X4 BLOCKING ON 2 FOOT
/ CENTERS BETWEEN RAFTERS AT EACH END GABLE FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING.
// 11.ALL PLUMBING IS TO COMPLY WITH THE LATEST OF NEW YORK STATE,COUNTY AND LOCAL HEALTH DEPARTMENT CODES.
\ // ////-FENceasw. 12.ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD OF FIRE UNDERWRITERS REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE TO THE OWNER
/ 13.PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y.STATE CODE(LATEST EDITION)
J
/�j' 14.DO NOT SCALE DRAWINGS REFER TO WRITTEN DIMENSIONS CONTRACTOR TO VERIFY ALL EXISTINQ CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT.
15.THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL MANUFACTURER'S SPECIFCATION$.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BREAKING.COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES,PROTECTING ALL WORK DURING DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND
S0 0Fl� u ' l/ GOOD PRACTICE.
9gMOFpp','k \ `` J� 17.LOCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN ARCHITECT.ALL SETBACK LINES AND STRUCTURE LS SHALL BE OCATIONS SHALL BE LOCATED AND STAKED BY OTHERS.
-wine FErveE 18.STRUCTURAL ELEMENTS THAT ARE UNCO IXTURDURIN FITTT E COURSE SH SUBALTERAATIO OBE PRESENTED N ARCHITECT D TO BE UNSOUND
APPROVAL BEFORE INSTALLATIONTO COMPLY WITH THE APPLICABLE REQUIREMENTS OF NYS RESIDENTIAL CODE.
'9S Tj k 19.ALL CONTRACTOR PROPOSED MATERIAL,
20.CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION,STORAGE SHEDS AND PLATFORMS FOR SUBCONTRACTORS,CLEANUP AND REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT.
SGRV\ l / 21.CONTRACTOR TO ALLOW FOR 3 PAINT COLORS FOR INTERIOR.PAINT=2 COATS OF BENJAMIN MOORS ON PRIMED SURFACE.
22.CONTRACTOR TO ALLOW FOR2 PAINT COLORS FOR EXTERIOR PAINT=2 COATS OF BENJAMIN MOORS ON PRIMED SURFACE.
kFyoReFk wmoo\� \\\� L-_'
FENCE O.L.
WOOD MMP \
FLOATING WCOO RANIP942
E -
1SI pFR RV
VAN ROOYEN / ABOUYEN RESIDENCE DESIGN DEVELOPMENT:SITE PLAN,NOTES,DRAWING LIST, ENERGY NOTES A�O
B E R G D E S G N AUG 5 2014 SCALE:As Noted
ARCHITECTURE88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Te1:917 328 3905 575 HILL ROAD,SOUTHOLD,NY,11971 REF NO:168
ATEST H _LL ROAD
S 88'52'40" E 451.00' f°�
Cr x\B
'®� S 6&. paI,FMENP SURVEY OF PROPERTY
S3 S0,, \ 14 4114SIT UA TE
t a 1
SOUTHOL►D
156
so,;�x1+
4D x TOWN
' O W N OF S O U T H O L D
w°ff / a/F�Nf T 13 S I F lJ L!\, � \ \ I1'R\ J3 o COUNTY, NEW YORK
`Dx' AT�R \ X ? S.C. TAX No. 1000-70-04 —29
ETzr�i x
Qr 1, t3.6 ° o� 9 SCALE 1 "=20'
! �TCM
x14.2 - r" &4-Ai JUNE 131) 2014
° 0`S. AUGUST 11, 2014 ADD PROPOSED POOL
DECEMBER 2, 2014 REVISED PROPOSED POOL
!� 03J ' o TOTAL AREA = 24,905 sq. ft.
STEEL OR WOOD X16E in _jg�1 / / ° 11 '4 x- 4 Q o (TO TIE LINE) 0.572 ac.
POST (TYP.) c X // _ �( ` UPLAND AREA = 24,063 sq. ft.
EXTRA STRENGTH FILTER FABR!C 7 V a
REDID. WITHOUT WIRE MESH SUPPORT
•0• MAX. O.C. SPACING
W/ WIRE SUPPORT FENCE
6' MAX. O.C. SPACING
WIC WIRE SUPPORT FENCE '• �X/Sj�TJONS�D JQO, \ / -1
FLOW
ATTACH FILTER.FABRIC SECURELY 0
' -- ••' TO UPSTREAM SIDE Or POST �°40
SILT FF.VCF_ DFTAILS L� 4 4i / ° C�SScDgC� 0 °
tCT TO SCALE ���'w O v J U °a COI L e p
a.► p0 S
HOTFS: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO •� v IT x-LL2 G 1. I4d/p p OF C"�C NOTES:
MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SLT FENCE AFTER
EADI S'ORM EVENT ANC REMOVE SEDIMENT WHEN NECESSARY. REMOVED pjz�� Q u a ° 144 �1� OS R '4NJ •0 1 - F1 FVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
SEDIMENT SMALL BE DEPOSITED TO AN AREA THAT WILL NOT At10w �-
OFF-SITE TRANSPORT. ^V~ '� ` ttl 70 o o ��' ' A
p'\ U 0 °OrfC a ° 9s xt4 ��,, x ( � EXISTING ELEVATIONS ARE SHOWN THUS:.
S6" HIGH POLE (MAX.) ° y �\ s OO/ 14.0 Q°RON y��T� D o\ EXISTING CONTOUR LINES ARE SHOWN THUS:
` �l• �+,
STEEL OR WOOD POST V V rv��` �` Q�O � y�y � �\
Q Q Qj TZq t, t Ci 0 , F.FL. - Fi45T FLOOR
FLOW 4 J \Q r 1 .") ❑ G.FL. - GARAGE FLOOR
CO
� \ G q ❑ \ 1 T.B. - TOP OF BJLKHEA,,,
4' C OU p p G h ❑rQ 14 4 ( x 2 B.2. - EC'TCM 0= BULKHEAD
T 00 ROpO ; h ^ �,o , 1 u r'. - EJTTOM 0FL4,' LL
2 0 C R SNOys S ? to°. 36 el.sTEbSTOon
_ 2. FLOOD ZONE INFORMATION TAKEN
N //\/�//i//\�\.\\\. /\\\\\///\/�\\\%///�\\,/� � TO @E Tj�l� sC d N, ,I"`f+> ro.,. 3 a°RY F R.0A,ME £ & F<•��
� \• z - _.. _ _ FROM:
%X tLOOD INSURANCE RATE MAP No. 36103.
,C01 6
6H
yO ZC\c AC. E E FLOOD ELEVATIONS DETERMINED74 — 5a x 6" TRENCH llz�Ld ,4CW/ COMPACTED %4GIE AREAS OF 0.2% ANNUAL CASE F COD; AREAS C. 1% ANNUAL ALBACKFIIL
_ _ O•� / ,a �.'. c CCD WITH VJER GE DEPTHS L n Cnn
• 1 .. 2 ,�.�t_ Der :.. C= i_jS THr,n! i .,,,T
0 5 0o OR '*ITH DR"'\I G c ! ,
TREA'CH DETAIL \ a Fha O n (j .n yQ 1�y n;. A �, AREAS LESS THAN 1 SQtJ�,�� MILE;
(NOT TO SCALE) 0 11 i J pl yNr SFt7 p�C 4, b y / AN" AREAS PROTECTED BY LEVEES °FROV 1% ANNUAL CHANCE FLOOD.
_:. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE f LOODPLAIN.
°"OAK 9.5. > •� /' o��Q�� PROPOSED IMPERVIOUS LOT COVERAGE
(POOL DRYWELL) r
NOT TO SCALE ,� QQ PRO
.��� q' OVER UPLAR D LAT AREA
( ) S /O$ 2 q p S - )g�, / (aR''cc"v, 0,3 11-8 'q�y DESCRIPTION AREA % LOT COVERAGE
CAST IRON INLET FRAME Ltc FRAME ` 1 _4 p Fir/S \'D J _ Q Q
FINISHED GRADE O� x \� TO / p 12•9 N� y V
1,-0" F ro 9 3 1� ge FCk I EXIST. HOUSE 2,213 sq. ft. 9.2%
8" SIAFI y y o V £^�o sT pRo gY
��� �+ Lv 3 0 FOJ�p D,e?_ EXIST. (2) BRICK STOOPS 49 sq. ft. 0.2%
PIPE FROM POOL EQUIP. ` `♦ I/T \ O r13b/g �� B LL
♦ d S OF \ x 4 p AZ EXIST. SHED 100 sq. ft. 0.4% I
♦ `ai/yp ctF >4.o ry � ZONE_X_
�♦ s -ZONE X• PROPOSED POOL 505 sq. ft. 2.1%
CRUSHED 3/4- - 1-1/2" STONE O h lob\ x�S�LTj,�Fp \Np YG p� z4� �0� PROPOSED DECK W/STEPS 639 sq. ft. 2.6%
a ALL AROUND *� 0= ♦ .9\ /�T,gt ,,pJ�O �•L p' '�Op pAk rI
LEACHING RINGS N r� ♦ \ TJON F£ J�CT \��O,q TO,VF �� �� / PROPOSED PATIO 1,269 s ft. 5.3%
REINFORCED PRECAST COLIC. 002 \ \ FNC/ \G / 8 q
4000 PSI H9 28 DAYS ° ♦ NG R EXIST. DRIVEWAY 2,015 sq. ft. 8.4%
(min.) 4" (min.) 3\ 4N \ ` \ \ \ o \ \ .11V ,Q611, EXCLUDING SHFD
6
? �%% \ BZ � ,,� ; 75 TOTAL EXIST. & PROP. 6,790 sq. ft. 28.2%
4.1 / �\ / \ ` _� / PREPARED IN ACCORDANCE WITH THr VNIMUM
Q° 1-1 O AT \ S7 TDDAPLS.A t S.FOR 1,TLE SURVEYS At D APPROVED AS ESA O�SEDD
GROUND WATER J9� �UAI,. \O eAH �yr p ``\ ` \ �x 0 QO FOR
ASSOCIATION.
CHE6 THE NrW fYORK STATE LAND
(fl, 20\ E' \ 7 c_c v
Q is k psi �` BId9 Dept copy from ZBA
s t _w — s
AR°tQOir°4l \ of `° -.�I�� Final revievY� c ents
/Z \! OF 1 re4Nk \ --`� -, _20N_E X. ZBA Fi
Z10NE AE (EL g)`" Date:
'V \ oo \� \ \ 4.
4D, Q4 \ \ ==Ci_4 O _
U
(O - N.Y.S. Lie. No. 50467
!O c l/FIr,I,f y °U UNALtHOR:ZED ALTERATION OR ADDITION _
�4/p0 V All, '0^ " TO Tt S SURVEY IS A V;UtA71ON OF
r/ SECTC!N 72C9 OF THE NEW YCRK STATE
V \ EDUC�T:O'� LAW. th Taff rwin III
O-Z COPIIS OF THIS SURVEY VAP NOT BEARING:R !e
t7t�4T x� THE AND SVEY INKED SEAL OR 6�
°00 OC TO B: ADVA ED TRUE AL HALCOPY. BE CONSfDERED
CERTciCA.T'CNS INDICATED HEREON SHALL RJN
ONLYTO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stone J. Iscksen, Jr. L.S.
TITLE COMPANY, GOVERNVENTAL AGENCY AND Y
JcseYh A. ingegn0 LS-
LENDN. INS"LITION LISTED HEREON. AND
TO TPE ASSGNEES CF THE
. LENDINGINSiI-
TJTI(N. CERTlFICA :DNS ARE NOT TRANS;7ERA 3:.E. Title CUtheYs - SubdivistORS - Site Ptcns - Ccnstruc`on LcYou+:
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFF:C£S LCCAT£D AT 1f/`LP,1'G ADDRESS
AND;OR EASEMENTS OF RECORD, IF 1586 Moin Rood P.J. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport, New York 11947 Jornesport, New York 11947
34-108A
WEST HILL ROAD
S 88'52'40" E 451.00' — epceoF x�8 SURVEY OF PROPERTY
S PgEeM f�T
SIT U�l TE
,5 > Po4e _ — SOUTHOLD
3
37'9S, 756S s ° \�X t-9 TOWN OF SOUTH ® �®
3, X�5
CN�o � S SQ'°x �� OLK COUNTY NEW YORK
. Mo ,,3 S U F F
D'' N/ w�RES
S.C . TAX No. 1000-70- 04- 29
M �1 / \ \ a° X�
�'X15.5 K'AT�rR X
1 SCALE 1 "=20'
V MFTf R \
°
v�/ I x14.2 / / ° °°,3.2 R>�,� �, J U N E 13, 2014
/ l JQ`S' DECEMBER 2AUGUST 1 4 D PROPOSED 2014 REVISED PROPOSED POOL
/ °
TOTAL AREA = 24,905 sq. ft.
13.3 ° >
�orl< 133 �20 (TO TIE LINE) 0.572 aC.
X148 u i� '34 X �� _ ' UPLAND AREA = 24,063 sq. ft.
STEEL OR WOOD r .7 v a
POST (TYP.) o
EXTRA STRENGTH FILTER FABRIC
REO'D. WITHOUT WIRE MESH SUPPORT A
10' MAX. O.C. SPACING LO pROp. 4.6 °
W/ WIRE SUPPORT FENCE FX/ST•4>`/oNSFb loo
6' MAX. O.C. SPACING _
W/0 WIRE SUPPORT FENCE NG
y_ SNFD 4 0 o O x
of 3.6
d
ATTACH FILTER FABRIC SECURELY l °
TO UPSTREAM SIDE OF POST 4 hoc
CSAIZ
/\\j � SILT FENCE DETAILS O �l / ° D °Q f SCO FRC I�. ° 4.1 N fl
5 ROpO
NOT TO SCALE Q' C> 4 '" mm. NOTES:
a fpos P p�FRG C o
NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO '� V�Q `�� \Y- XZ ° v ° S T pgNR (/�D 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER rO r �� O ��y fJ�u \ ° ° ° 144 I ��F.y F T,q�� EXISTING ELEVATIONS ARE SHOWN THUS: s.o
EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED �' "1 4 °
SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW ° ° —
OFF-SITE TRANSPORT. '� ~ ^ C\. o � QO lC \ CONC - 4 ° i1'9 s, 143
`r X
73.6
EXISTING CONTOUR LINES ARE SHOWN THUS: — —6— — —
�~ O \ 0 O 14.0 gPRp 20�� O �\
36" HIGH POLE (MAX.) + >Y p �� X� FFL. - FIRST FLOOR
����U 0 CF 24 11 i O �� G.FL - GARAGE FLOOR
STEEL OR WOOD F05T Lj ��J ^i I' T4a4 14.3 ❑ T.B. - TOP OF BULKHEAD
FLOW O GV \4 / ❑ \ X12.8 BT..B. _ BOTTOM OF BULKHEAD
ourb O R \ 4TF N ^ ��yo t4.4 [r ` I B.W. - BOTTOM OF TOP OF WALL
= o O RSyo FR o s6 &Rsrsro 4 3 2. FLOOD ZONE INFORMATION TAKEN FROM:
�VN to�> STORY FRAtM FF< e o �� FLOOD INSURANCE RATE MAP No. 36103C01 66H
i To FX/S I 3 F yoU J \/ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
EAS N \\ 4WX 6" TRENCHCOMPACTED eF RF� -4 F� \ 24S too Se & GAPAC f Q�z ZONE X* CHANCEEAS OFLOOD WITH ANNUAL
AVERAGE DEPTHS OF LESS TOHAN/01 FOOTAL
/ BACKFILL d a ,k OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE,
pR0
f � '�,,,"' pRo p` poSFDo 12> �ry��� �,,� � AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
TRENCH DETAIL C�
o • ,� � �NTFR Fc,� � '�, ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
(NOT TO SCALE) PROPOSED IMPERVIOUS LOT COVERAGE
2 2. p 24"oqk 4.5,. j \o�y��� OVER UPLAND LAT AREA
Q �Op
(POOL DRYWELL) g
Q(Y p p£qN h 9R F3 C ��yy DESCRIPTION AREA LOT COVERAGE
%
(NOT TO SCALE) \ o•S 6/N,r CO
EXIST. HOUSE 2,213 sq. ft. 9.2%
CAST IRON INLET FRAME & FRAME p To Sl D 12.9 / 11
FINISHED GRADE V 0„ O�'c\ " cP 9 '300, � eF RFM� Sr pRop � EXIST. (2) BRICK STOOPS 49 sq. ft. 0.2%
8" SLAB (max.) \ p] / I�
�/ ' \ / 10 �8p/� OOP �FCL EXIST. SHED 100 sq. ft. 0.4%
PIPE FROM POOL EQUIP. J` ^ \ �krS OF \ tO 10.SX ZONE X_�FFp�KW95y V.
8 0„ O �Np c�F 40' N — PROPOSED POOL 505 sq. ft. 2.1
6' 4R/N // ZONE X*
op �R\�G�D 9 PROPOSED DECK W/STEPS 639 sq. ft. 2.6%
IDO
CRUSHED 3/4" - 1-1/2" STONE �2 \ \ X88 Sly l FopR GpRop 24 aok /0\ PROPOSED PATIO 1,269 sq. ft. 5.3%
a ALL AROUND �� 9 \ \ gT/O/Y C OIFCT \ 4\O' Sj0/V 1 .7/ /,I
LEACHING RINGS N o=2� \ \ \ FFNC �4 //// 1 /8 EXIST. DRIVEWAY 2,015 sq. ft. 8.4%
REINFORCED PRECAST CONC. 4 v \ 6 / BEN EXCLUDING SHED
4000 PSI ® 28 DAYS 3'-0" \ `\ \ \ \ wry. \ \ /// 0 6.WG
3'-0" /'
(min.) 4° (min.) 48 \ �`\ �` \ Lr
3 � /// / 75 TOTAL EXIST. & PROP. 6,790 sq. ft.
_ Z14i? PREPARED IN ACCORDANCE WITH THE MINIMUM
o STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
/ �\ \ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
4 1
_I •E Q� \ \ TOA ` U�OD TORE SA SOCIA ION.UCH USE BY THE NEW YORK STATE LAND
GROUND WATER eqN �Q0
9 O q4S
wAR41441r0,y o 20N_E X*dIr
_
\ \ weTegNk \ \ ZONE c., ' i
\ I ND oo \ \ \ AE (EL 6) %
N \ \ 42 5
640 3 \ 2-8
f
os \ \ \ — =2�ar-�, t G
4Z � N.Y.S. Lic. No. 50467
V O UNAUTHORIZED ALTERATION OR ADDITION y' 4
r/F INN\ \ z ° TO THIS SURVEY IS A VIOLATION OF \ `w�' ,•
ngMop S ° F \ 11, SECTION 7209 OF THE NEW YORK STATE /
9 \— �/ EDUCATION LAW. Nathan Taft Corwin III
3 364 \ CPES THOEI LAND FSURVEYORS THIS EINKED SEY MAP AL RING
AL R
r!O '42�� ,A EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor
p00�phc YID TO BE A VALID TRUE COPY.
�/ oOCk CERTIFICATIONS INDICATED HEREON SHALL RUN
((( ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S.
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIG Surveys OF THE LENDING INSTI- Title Surve s — Subdivisions — Site Plans — Construction Layout
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
34-IOBA
PROPERTY INFORMATION DRAWING LIST ENERGY NOTES
A00 SITE PLAN, LOCATION PLAN, NOTES, DRAWING LIST, ENERGY NOTES
A01 DEMOLITION PLAN 1.ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION
575 HILL ROAD, SOUTHC>LD, NY 11971 A02 CONSTRUCTION PLAN AND DETAILS 2.THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION )
SCTM NO.
A03 ELEVATIONS AND CROSS SECTIONS CONSTRUCTION CODE.
MAP R - =24, 26.0028 3. EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE U= .28 MAX. WINDOWS, SLIDING GLASS DOORS AND ALL GLASS SHALL BE U= .28 MAX. FLOOR,
LOT AREA=24,826.00 SF�
CLEARING LIMITATIONS: NO PROPOSED ADDITIONAL CLEARING R-48 WALL, R-34 CEILING, R-48
ZONING DESIGNATION: R-r10 ABBREVIATIONS 4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR
LOT COVERAGE CALCULATIONS _ BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION.
A.C.T. ACOUSTICAL CEILING TILE DM/ DISHWASHER MIN. MINIMUM SECT SECTION 5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES, RIM JOISTS AND ALL CORNERS.
STRUCTURES EXISTING SF PROPOSED SF ABOVE FINISHED FLOOR MTD MOUNTED SIHT MTL SHEET METAL 6.ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE.
BUILDING COVERAGE 2,184 SF (8.8%) 0 (0%) A.F.F ELEV. ELEVATOR 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL
DECKS 575 SF (2:.3%) 1816 (7.3%) BET BETWEEN ENCL ENCLOSURE MTL METAL SP SIMILAR HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A
MINIMUM COMBUSTION EFFICIENCY OF 75/ AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL
POOL NA 505 (2%) BLDG. BUILDING EX'G EXISTING MW MICROWAVE SPECS SPECIFICATIONSo0
TOTAL LOT COVERAGE 2759 SFCl .1% 2321 9.3% C.H. CEILING HEIGHT N.T.S. NOT TO SCALE S-TL STEEL EQUIPMENT SIZE.
C ) ( ) GALV GALVANIZED
C.J. CONTROL JOINT GL. GLASS N.I.C. NOT IN CONTRACT S..S. STAINLESS STEEL 8. IF APPLICABLE-HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION
CLG. CEILING GWB. GYPSUM WALL BOARD OP'NG OPENING Trr;. TRASH RECEPTACLE SPECIFIED IN TABLES 4,8,4.9, 4.10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE (LATEST EDITION).
BUILDING HEIGHT TO REMAIN UNCHANGED CMU CONCRETE MASONRY UNIT HGT. HEIGHT PL. LAM. PLASTIC LAMINATE TlY'P. TYPICAL 9.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS
COL COLUMN H.M. HOLLOW METAL PLYWD PLYWOOD U,.D.N. UNLESS OTHERWISE NOTED THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F.
CONC CONCRETE PTD PAINTED V..C.T. VINYL COMPOSITION TILE 10. HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX.
C.T. CERAMIC TILE ICE ICEMAKER R.C. REINFORCED CONCRETE V'.I.F. VERIFY IN FIELD 11.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE.
DET. DETAILS INFO. INFORMATION REF. REFRIGERATOR V.110 WOOD 12. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER
DWGS DRAWINGS MAX. MAXIMUM REQ'D REQUIRED L..C.C. LEAD COATED COPPER WITH AIR LEAKAGE OF 20 CFM MAX.
X�
EpGF op o - NPN\c oG F o MPv� y olo
q VFMFN X� x� Mac�� 20 `y2
WEST HILL ROAD
\ 5 T UTILITY POLE LIL#7 /14SI-
X
15 ��Q
x1�`
\ xis
OVERHEAD WIRES � ��G W �Q
10
5
o x /:3 �N N�
\ / 0qS p N/�� X -vL
\R sv RoAo X
<< X l SFr13.6
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x
o CATCH BASIN O
OVERHEAD WIRES
/ / 4 C F
� � �4 IFS
x / �� AFC
x14.a / ,aX xjJ2.
Ch z�� TO�I,y
J
12. l ° c�Q`' -vL Mi�FgR c�FF�O RELOCATED EXISTING ° x
c SHED(NO FOUNDATION)
13.6
HILL RD W
x,4.3 / a ° / CT
osEX TING o
DRI WAY 2 0^ 9� J���\G 575 HILL RD-,,,,
O
a X �ao� � ,
METAL VERB o
--O ° PROPOSED 500 , y
-LAMP P�,; GA LON
UN ERGROUND Rp
'0e / � x14 PR PANE TANK Q�
pFR SURCONACP E N x,4 3 O x�J -11
Fy O� co F�
° SLATE IN / / Q
SAND O a
WALKWAY ❑ / x / h
/ 14.4 ❑n
NEW 3'X 6' `J
PAD FOR AC / eo
CONDENSER x 19S,pF gg��rvry c J �,••�Py "+q '"C �Y
Il F� r,�8 I t36 RSVRV I 9`ia V.-,i� i. I� iE.
FENCE 12W.
OUTDOOF / , V D^,TE: / ��. O.P.#
SHOWER NEW Q8- Q F4:r hh�, .`� [''i: 5 J�
PAD FOR ] /Am ".
o NOFw F / L / Pdl i:''i t v;!.DC� D7ART'IENIT P,T P JOCKEY CREEK
° o 0o X�STNOR EOUI / / CO ^ry 76r-1R02 E AM TO 4 FM FOR THE
/ FCk FS/O a 1 i�• ' 'E r N n. �
FiyOF / f.lLLOL.i .� N , c.�T.G .,.
/ Q -1. E'CiU��Cj:a.TIO"; - TV,10 REQUIFEND 5�
EXISTING / /
V �C/ STOCKADE FENCE F0" P011R`-D rr;',C,R�TE OJ
RELOCASHED OTED /� 24" 3 /I 2 �� ,`,.1 "•,!,. 1 1,,.. JOCKEY CREEK DR
Ff�r'',i„v,JU R: f LUEti C.,d� �
NEW 4'TALL POOLNEW 3, I;'iULA l IGI`�
WOOD / \ �A COND./ FENCE 4. 'FINAL - Cv!\`TF:'�,lC T;ni`i MUST
PERGOLA <UNIT / ,1.8 4 CcMPLETE FOR C.G. LOCATION PLAN
\b \ -- FENCE 0.3'W.
N \ 12.9 �� l,LL CONS i i i- I i�11 E CI I�',l_L Py?EI=T THE SCALE:NTS
\// FEvp PIZZA 2Qtl!RElcl1_-`!TS OF,TIit CODES OF NEVI ooc y1 0 SETBACK YORI< SPATE. T t,!O ,.OVEN "'ESPOPJSIBLE FOR
/ Q DESIGN OR COIJSTRUCTION ERRORS.
x 70-a / 1 tOM JOCKEY GENERAL NOTES:
CREEK
\ �4t0 4; NEW STONE PATIO AT , - 1.THE PLANS, TO THE BEST OF OUR KNOWLEDC-;F COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE.
/ o ?a; „ GRADE _"" '` 2. THE CONTRACTOR SHALL COMPLY WITH THE IREQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK LATEST EDITION AND ALL APPLICABLE FEDERAL CODES STANDARDS,�\ / // p t ' ,1�: �,-,�- - 1 � �/ ! t /�1''!�^' REGULATIONS, AND LAWS.
/ xK 3.WORK NOT INDICATED ON PART OF THE DRA1", INGS BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.
\ \ 24„OA / r S ? IJ i r-I ; �r`,: ' C i'L) i .�t,,a:,:> f;rB'
4. IF ANY CASE OF CONFLICT BETWEEN THE NOTIES AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.
i; ' �Y :. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSSONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS.
/ OG -cFENCE0.6'W. 6.THE CONTRACTOR SHALL PROTECT EXISTING)FACILITIES, STRUCTURES, AND UTILITIES LINES FROM ALL DAMAGE.
/ 4.�� q \ -Y - -~-- ��' �'' r '` ~'A'� 7. JOB SAFETY AND CONSTRUCTION PROCEDUIS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
/ \ �� / cr ! 8. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
2� Op FENC TALL POOL 9. ALL LABOR, MATERIALS AND CONSTRUCTION[SHALL COMPLY AND CONFORM WITH ALL RULES, REGULATIONS, CODES AND ORDINANCES OF ALL FEDERAL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, INCL.UDING THE OCCUPATIONAL
/✓� OT'Zb F � � � / SAFETY AND HEALTH ACT(OSHA). IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY REGULATIONS AND/OR RESTRICTIONS OUTLINED WITHIN ANY SPECIAL PERMITS.
48 \ /!• q k _\` x7 / 10. WALL SHEATHING MUST EXTEND TO TOP OF:WALL PLATE AND BE NAILED OFF ON BOTH PLATES,ALL STUDS, SILLS, SHOES AND BAND JOISTS ACCORDING TO NY STATE CODE. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2X4 IBLOCKING ON 2 FOOT
OP 48, 20 CENTERS BETWEEN RAFTERS AT EACH END GAIELE FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING.
'9S \ s
WIRE FENCE " " 11.ALL PLUMBING IS TO COMPLY WITH THE LATEST OF NEW YORK STATE' COUNTY AND LOCAL HEALTH DEPARTMENT CODES.
�.,k.= :Mi : :;��� a�.,
o 12. ALL ELECTRIC WORK IS TO COMPLY WITH NE_'V YORK BOARD OF FIRE UNDERWRITERS REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE TO THE OWNER.
x / ' ` 13. PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y. STATE CODE (LATEST EDITION)
'jo �FY -/ 5 14. DO NOT SCALE DRAWINGS REFER TO WRITTEEN DIMENSIONS CONTRACTOR TO VERIFY ALL EXISTINQ CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT.
ckFy 4 15. THE INSTALLATION OF ALL PRODUCTS SHALLLBE NEW AND SHALL MEET ALL MANUFACTURER'S SPECIFCATIONS.
OCCUPANCY OR 16.THE CONTRACTOR SHALL BE RESPONSIBLE [FOR ADEQUATELY BRACING AND BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, PROTECTING ALL WORK DURING DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND
WOO DOCK \ X4 4 ,[rf r� e GOOD PRACTICE.
X� x x G '.ntoc;G�Lr`'"- '°'a'�`8E I _L1�.L r USE 6S UNLAWFUL 17. LOCATION OF ALL STRUCTURES ON PROPERLY IS NOT THE RESPONSIBILITY OF THE DESIGN ARCHITECT.ALL SETBACK LINES AND STRUCTURE LOCATIONS SHALL BE LOCATED AND STAKED BY OTHERS.
FENCE O.L. COrtaCl'Tr-'. ' . .. ,'i1:lj��¢i C�-�559 L;ef�ts� ,��, •�'r w�
\ f/ 18. STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION AND THAT ARE FOUND TO BE UNSOUND OR DANGEROUS SHALL BE MADE TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF NYS RESIDENTIAL CODE.WOOD RAMP 3 E3?ttflll,X)ii E'vov,ue EnC,'flcer''s Ccrtificatio 1 �` a<' TUOUT CERTiFPC/- i E
19.ALL CONTRACTOR PROPOSED MATERIAL, FDKrURE, FITTING OR FINISH SUBSTITUTIONS TO BE PRESENTED TO ARCHITECT FOR APPROVAL BEFORE INSTALLATION.
SITE PLAN FLOATING WOOD RAMP qsA Tt the drainzip has ften ir' st;.0k_, tO Cody. r n ' L A CY 20. CONTRACTOR RESPONSIBLE FOR EMERGENICY WEATHER PROTECTION, STORAGE SHEDS AND PLATFORMS FOR SUBCONTRACTORS, CLEANUP AND REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. Y~ %,�`R -` a�l
1 SCALE:r-zo'� FRS \ �� O VCUi i 21. CONTRACTOR TO ALLOW FOR 3 PAINT COLOIRS FOR INTERIOR. PAINT= 2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. ''
22. CONTRACTOR TO ALLOW FOR 2 PAINT COLOIRS FOR EXTERIOR. PAINT=2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. lu
«q _
ENCLOSE POOL TO CODE
UPON COMPLETION
VAN ROOYEN / ABOUYEN RESIDENCE SITE PLAN, LOCATION PLAN, NOTES, DRAWING LIST, ENERGY NOTESBERGDES (03NIN . .
88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 575 HILL ROAD DEC 30 2014 SCALE: As Noted
ARCHTECTURE ' SOUTIHOLD, NY, 11971
i�'' : p.l� .' �,a .<�+f.,sa• irt� *x , REF N 1 O: 63
t11,:d_iI, 5.,, „'y 11
/
|
/ !
| |
^
'
'
zz
ZX
EXISTING HOUSE: NO WORK
EXISTING DECK TO
BE REMOVED
EXISTING STEPS TO—
BE REMOVED
EXISTING OUTDOOR SHOWER-j
TO REMAIN
EXISTING SHED To
�
BE RELOCATED
r- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - — — — — — — —
� � - - - - - - - - - - - - - - - � |
| | | | EXISTING STEPS TO
BE REMOVED
EXISTING TREE TO
SHED \/ REMAIN
|| | |
� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � .
' L- -- -- -- -- -- -- __ -- -- -_ __ -- -- -- __ __ -�
DEMOLITION NOTES:
1\ALL HEATING SYSTEM COMPONENTS TO BE PROTECTED
DURING DEMOLITION.
2)ALL DEBRIS TO BE REMOVED AND CARTED AWAY|N
ACCORDANCE WITH ALL APPLICABLE LAWS.
3)ALL OUK8PGTEFl8TO BE LOCATED WITHIN THE BOUNDARIES
QF THE PROPERTY LINE A@ DEFINED BY THE BUILDING AND
ZONING CODES.
4\ PROTECT HOUSE EXTER|OR DURING DEMO.
5) PROTECT ROOTS OF EXISTING TREE DURING DEMOLITION
AND CONSTRUCTION.
LIZ
BERGDES GN VAN ROOYEN AB01UYEN RESIDENCE DEMOLITION PLAN
88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 575 HILL ROAD, SOUTHOLD, NY, 11971 DEC 30 2014 SCALE: As Noted
ARC TECTURE REF NO: 163
H71 A01
'
'
CONSTRUCTION NOTES: ---------------
1) DECKING TO BE FASTENED VVITH BLIND FASTENING SYSTEM.
2)ALL FRAMING TO BE P.T.
3)CEDAR FOR PERGOLA TO BE CLEAR.
4)ALL DIMENSIONS TO BE VERIFIED IN FIELD.ANY DISCREPANCIES TO BE REVIEWED WITH ARCHITECT.
5) PROVIDE COLOR SAMPLES OF SIDING ON SITE BEFORE INSTALLATION OF SIDING.
6) BLUESTONE TO BE TRIPLE SEALED.
-—-------------
7) PROVIDE MARBLE DUST COLOR SAMPLES. --------------
T
NEW 4' HIGH NEW 4' HIGH POOL FENCE
POOL FENCE
A.
EXPANSION JOINT
BLUESTONE PAVERS
--------------
B
CONCRETE SLAB ON
GRADE W/ 6x6 WWM
------------------ --------
EW4'X8'
CONCRETE BOND BEAM.
PAD FOR POOL EQUIP
NEWS X 6' EfAMXISTING HOUSEi: NO WORK
CONCRETE W/#4 REBAR
y o�� oOa; O O O a `` �� PAD FOR MISUBISHI SPLIT
SYSTEM CONDENSER
------------------- -------- ---- --
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ARCH OT E CT U R REF NO: 163
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BERGDES GN VAN ROOYE N / ABOUYEN RESIDENCE ELEVATIONS AND CROSS SECTIONS
ARCH TECTILIRE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 575 HILL ROAD, SOU7HOLD, NY, 11971 DEC 30 2014 SCALE: As Noted
REF NO: 163