HomeMy WebLinkAbout40046-Z ��O�og�FFO( y Town of Southold 8/14/2022
o, P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43321 Date: 8/14/2022
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 1055 Soundview Ave,Mattituck
SCTM#: 473889 Sec/Block/Lot: 94.-1-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore' filed in this office dated
8/4/2015 pursuant to which Building Permit No. 40046 dated 8/31/2015
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 in-ground swimming pool fenced to code as applied for.
The certificate is issued to Bell,Barbara
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40046 7/19/2022
PLUMBERS CERTIFICATION DATED
ut
orized Signature
o�oSOFeoc TOWN OF SOUTHOLD
x a� BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
0
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#: 40046 Date: 8/31/2015
Permission is hereby granted to:
Bell, Barbara
225 E 12th St Unit 1A
New York, NY 10003
To: construct an in-ground swimming pool as applied for.
At premises located at:
1055 Soundview Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 94.-1-9
Pursuant to application dated 8/4/2015 and approved by the Building Inspector.
To expire on 3/1/2017.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
- S ING POOL $50.00
1 T f/al: $300.00
Building Inspector
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, 19S7) 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.
i
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
Date.
New Construction. Old or Pre-existing Building: A,) (check one)
Location of Property: InscN ✓1�t/�` c
Ho se No. Street Hamlet
Owner or Owners of Property: , \
Suffolk County Tax Map No 1000, Section �'� Block Lot
Subdivision / Filed Map. Lot:
C
Permit No. O 0 p Date of Permit. Applicant: Ra_N:V;'jr, �A\ _
Health Dept. Approval: Underwriters Approval: \ �'� � lirS
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �j(�
D'0
0111 A, e
App icant Signature
Of SO!/T�ol
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 sean.devlinCcD-town.southold.ny.us
Southold,NY 11971-0959
lyCOUNTV,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Barbara Bell
Address: 1055 Soundview Ave city:Mattituck st: NY zip: 11952
Building Permit#: 40046 Section: 94 Block: 1 Lot: 9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: East County Electric License No: 1005ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1 st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 1 4'LED Exit Fixtures Pump 2
Other Equipment: Pentair Intellitouch Pool Panel 10 Circuit/ 10 Used, Pumpx 2 220GFI, Heater 220GFI
3 Lights LV
Notes: Pool
Inspector Signature: Date: July 19, 2022
S.Devlin-Cert Electrical Compliance Form
so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION 1ST ROUGH PL13G.
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING [V�FINAL 1000/
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
-1
REMARKS: 6-w�yo ov,,,/
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DATE INSPECTOR
1)4*A
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# * TOWN OF SOUTHOLD BUILDING DEPT. .
cvu631-765-1802
INSPECTION
A
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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DATE INSPECTOR
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IMULATION AER N.Y. H
STATE ENERGY GOl)E
FINAL ,
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWNIIALIS; Board of Health X
SOUTI40Lp,NY 11971 4 sets of Building Plans X
TEL: (631) 765-180 , Planning Board approval X
FAX: (631)765-9502 ��j-' Survey X
SoutholdTown.NorthForkxet PERMIT' NO. b C/ Check $250
Septic Form x
N.Y.S.D.E.C.x
Trustees
Flood Permit
Examined 20 c Storm-Water Assessment Form HAVE
/ Contact:
Approved 20 [ Mail to:KEN ROBINS
Disapproved a/c
Phone:(631)484-8931
Expiration 20_L
E�7a ]
ui ding Insp ctor
APPLICATION FORBUILDING PERMIT
Date JULY 29 2015
INSTRUCTIONS
ion 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.
£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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee, agent, architect, engineer,general contractor, electrician,plumber or builder
GENERALCONTRACTOR
Name of owner of premises BARBARA BELL
(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:
1055 SOUNDVIEW AVENUE MATTITUCK,NY
House Number Street Hamlet
County Tax Map No. 1000 Section 94 Block 1 Lot 9
Subdivision Filed Map No. Lot
2. Stat`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 SWIMMING POOL
(Description)
4. Estimated Cost Fee $250
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1
If garage, number of cars 1
6. If business, commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures, if any:Front 56 Rear 56 Depth 60
Height 20' Number of Stories 2
Dimensions of same structure with alterations or additions: Front SAME Rear SAME
Depth SAME Height SAME Number of Stories SAME
8. Dimensions of entire new construction: Front N/A Rear N/A Depth N/A
Height N/A Number of Stories N/A
9. Size of lot: Front 100.56' Rear 99.36' Depth 360'
10. Date of Purchase AUGUST 14,2012 Name of Former Owner ELIOT SLOAN
11. Zone or use district in which premises are situated R-80 RESIDENTIAL LOW DENSITY
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
BARBARA BELL 1055soUNvEwAVENUE. 631 298 4052
14.Names of Owner of premises Address MAT77rUCK NY Phone No. ( )
Name of Architect STACY PAETZEL Address Po sox 478,m�rrrrum NY Phone No (631)209-2410
Name of Contractor KEN ROBINS Address Phone No. (631)4848931
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 SUFFOLK )
KEN ROBINS being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the GENERAL CONTRACTOR
(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 filed4herewith.
S ornto before me thi
—day of 20
CONNIE D.BUNCH
PNOWY-PWis State of New Yo
Notary Public QuaNfNdmiNo.01BUSIS M0 Signature of Applicant
M SuibHc Cou
Comssion Expires April 114,90) �O
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Town Hall Annex 1 Telephone(631)765-1802
54375 Main Road �xw 3 �.gg.
P.O.Box 1179 G Q rocler.richert(afto3s)07 nOpQ S.ny.us
Southold,NY 11971-0959
y�4111+11'I� 1'
BUMDING DEPARTMENT
TOWN OF SOUMOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: �,S Date: —/D.-Ir
Company Name:
Name:
License No.: ® �:
Address:
oa w Abd P
?& - �..
Phone No.: Z
t
JOBSITE INFORMATION: (*Indicates required information)
*Name: L
*Address: '
*Cross Street:
*Phone No-:
I
Permit No.: j.
Tax-Map District: 9000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) j
t
(Please Cr N That Apply)
Is job ready for inspection: 3
YES/ NO. Rough in Final
*Do-you need a Temp Certificate: YE NO
Temp Information lfi needed)
*Service Size: Pha Whase 900 950 200 300 350 400 Other I -
*New Service: Re-connect Underground Number of Meters Change of Service Overhead '
Additional Information: PAYMENT DUE WITH APPLICATION
�-row�
.82;-Request for Inspection Form
v � V
i
Town Hall Annex Ig Telephone(631)765-1802
54375 Main Road N (631)7695t�2
P.O.Box 1179 roaer.richertCc tovm.sou o tl.nv.us
Southold,NY 11971-0959 a®
BUaDING DEPARTMENT I
TOWN 01'SOtTMOLD
APPLICATION FOR ELECTRICAL INSPECTION
f-
REQUESTED BY:
RDate: //—/®-l�
Company Name: ,
-a
Name: -
License No.: '
Address: CC)
Phone No.: ® � _
JOBSITE WFORMATION: (*Indicates required information)
*Name:
Address: /(��'� ®V� Q kenw -NUC-1 MfVT'C'd T 0
*Cross Street:
F
*Phone No_:
i
Permit No.: YOCH `
Ta^-.Map District: 1000 Section: Block: Lot:
*BR1EF DESCRIPTION OF WORK(Please Print Clearly)
cnanvd►� 4l3 �/
'
*Is)ob ready for irlsp ctYES/ N0. Rough 1n Fina!
*Do-you need a Temp Certificate: YE NO
Temp Information(Ifneeded)
*Service Size: Pha 3Phase 100 150 200 300 350 . 400 Other I -
*New Service: Re-connect Underground dumber of Meters Change of Service Overhead f
i'
Additional Information: PAYMENT DUE WITH APPLICATION
82=Request for Inspection Form Aj
QC)
� 7 �
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro_ Generator
Combo Cooktop Transfer
AC AH Mini
Special: �/ r
Comments: �/ v� v c_ ` �v
Scott A. Russell °su�'r� ST�O�]E�.l��l WATIER
SUPERVISOR MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179 v'
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CRAFTER 236 - STORMWATER MANAGEMENT WORKSHEET
AUG 112015 ( TO BE COMPLETED BY THE APPLICANT )
DOES T11IS 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 involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑Sff C. Site preparation on slopes which exceed 10 feet vertical rise to
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 Tax 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 with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 Date
District
NANIE: STACY PAETZEL 94 1 9 07.29.2015
mnnH Section Block Lot
u *** FOR BUILDING DEPARTMENT USE ONLY****
Contact Information (631)209-2410
(Td,ph.-N—W)
Reviewed By:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — —
1055 Soundview Avenue Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
Mattituck,NY Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
APPLICANT: 'S'.C.T.M. 1000 CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,other) — - - - ,,� Qs 4'
94 l 9Stormwater Management Control Plan CHECK LIST
NAME: STACY PAETZEL Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
rMm1 Date: * The applicant must:provide a Complete Explanation and/or Reason for not providing
631)209-2410 �1 all Information that has been Required by the following 07.29.2015 > '" q g Checklistl
Signa Telepho,re Number,
1. A Site Plan drawn to'scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here!
YES NO NA If you need additional room for explanations, Please Provide additional Paper.
show all of the following items: Y P P �•
a. Location& Description of Property Boundaries 00
b. Total Site Acreage. �0
c. Existing-Natural & Man Made Features within 500 L.F. O�
of the Site Boundary as required by §236-17(C)(2). AV
d. Test Hole Data Indicating SOIL Characteristics&Depth t0 Ground WaterBASED ON ELEVATION ABOVE SEA LEVEL,GROUNDWATER DEPTH WILL NOT
e. Limits of Clearing& Area of Proposed Land Disturbance. 0
f. Existing&Proposed Contours of the Site (Minimum 2 Intervals) CONTOURS
H POINT ARE NOT SHOWN BECAUSE THE DIFFERENCE BETWEEN THE LOW+
IGOF ALL PROPOSED WORK IS 24".REFER To SPOT ELEVATIONS PROVIDED.
g. Location of all existing& proposed structures, roads; EROSION &SEDIMENT CONTROLS,
driveways,sidewalks, drainage improvements&utilities.
Shal' include but not be limited to.
h. Spot Grades& Finish Floor Elevations for all existing &
proposed structures. e,
1. Location of proposed Swimming Pool and discharge ring. ire Backed Siltencing, s a.i iza Ion
j. Location of proposed Soil Stockpile Area(s). 5eeding of exposed and/or inactive soils.
k. Location of proposed Construction Entrance/Staging Area(s). �0
1. Location of proposed concrete washout area(s). 00
M. Location of all proposed erosion&sediment control measures, 00DRAINAGE INSFE-CTIONS ARE REQUIRED
2. Stormwater Management Control Plan must.include Calculations showing COA
that the stormwater improvements are sized to capture,store,and infiltrate tact T05 Engineering at 765 1560 before
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to: C'
a. Erosion,&Sediment Controls. X 11;-'!I
,
b. Construction Entrance&Site Access. FIRST 50'OF EXISTING DRIVEWAY TO REMAIN AS CONSTRUCTIONJACCESSJUNnL PROPOSED DRIVEWAY IS CO PLETED
C'. Inlet Drainage.Structures (e.g.catch basins,trench drains,.etc.)
d. Leaching Structures (e. .infiltration basins,swale§,etc.)
**'FOR.ENGINEE DEPART USE ONLY****
Additional Information is Required.
Reviewed & ❑ Stormwater Management Control Plan is Not.Complete.
Approved.By. — — — — — — — — — — — — — — — — — — — — — — — —
! 0 Stormwater Management Control Plan is Complete.
Date: 2 SMCP has been approved by the Engineering Department.
FORM # SWCP Check List -TOS MAY 2014
OF SO(/��ol
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 '� a
olyVVU ,'
September 26, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Barbara Bell
225 E 12" St Unit 1A
New York NY 10003
Re: 1055 Soundview Ave, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy.
Application for Certificate of Occupancy. (Enclosed)
/Electrical
Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
"Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 40046 — Swimming Pool
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" - 3 �,T �+ g�� g� 'g'AREA = 34,4-13 sF or O.-Iq acres JOHN C. EHLERS LAND .SURVEYOR
6 EAST MAIN STREET N.Y.S.-LIC.NO.50202 •'1 1
BELL
EROSION &SEDIMENT CONTROLS RESIDENCE
Shall include but not be limited to:
A well maintained Construction Entrance, 1055 Soundview Avenue
Wire Backed Silt Fencing,stabilization& Mattituck, New York
1 Seeding of exposed and/or inactive soils.
DRAINAGE WSPECTIONS ARE REQUIRED
C ritaict TOS Engineering at 765-1560 befoM
Backfill,OR Provide Engineer's Certification
/ that the drainage has been Installed to Cede,
N.O.F.
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RONALOSENCER APPROVAL OF STORMyWATER �..._
PERSONAL RESIDENCE TRUST 1 -_-._�,...•�� ` w CONTROL PLA MANAGEMENT
Date: $ T y Code aP er 236 Marshall poetzel
15'SIDE YARD -- ` v' Approved LANDSCAPE A R R I T E T R E
\ 100'BLUFF SETBACK �'� ETBACK L A N D S C E C C U
18 SQUARE CATCH S
PROPOSED LT FENCE BASIN WITH CAST
(SEE IDETAIL 1) IRON GRATE _-�. -- '�\ \ l , n
IXISTINGWATER WELL (SEE DETAIL 3) � ! �+/ NORTH FORK HAMPTONS
\ A -► PROPANE f \�\ \\ ` `� ` 8595 Cox Lane-Suite 7 PO Box 1397
TO BE LOWERED+
50'FRONT YARD ACCESSIBLE BY \ TANK �� \
SETBACK 18"SQUARE CATCH MANHOLE COVER r119°43V� f Cutchogue,NY 11935 530 Montauk Hwy,#203
(a3.s6')x Amagansett,NY 11930
BASIN WITH CAST _ �� .'43.3 � ��
IRON GRATE - T- ��' �� !. EDGE OF LAWN \
( � PROPOSED EXISTING I (LOCATED BY \�
A/C UNITS MPLA STUDIO `� \ phone: (631)209-2410
EWIRES TO BEXISTING BURIED � X 4 MASONRY __
EE DETAIL \ O
'RHEAD � ---- a3 8 x 7/17/2015) ` fax: (631)315-5000
5.38') +43.85' DRIVEWAY -----L==- \
2,700 S.F.,- email: mail@mplastudio.com
EXISTING EXISTING ` \
ELECTRIC WINDOW EXISTING v
��IV _ - -' s METER WELL LAWN `� \ EXISTING BULKHEAD
S�b� T-� "" -- ,� 4"SDR DRAIN \ \ O SURVEYOR:
,a _ ` PIPE'' r \ EXISTING
oo STAIRS ° G John C. Ehlers Land Surveyor
UTILITY\\\ PROPOSED 185 S.F. \ \ \ 6 East Main Street
/����,� - POLEX,Q45.55` �� pW_2 -_- DW_1 ON-GRADE MASONRY +44.05' EXISTING ` Riverhead, NY 11901
/11 C r EXISTING WOOD EXISTING \ \
X WALKWAY
+43.55' 43.85' PORCH STEPS
DECK APPROXIMATE `
x(aa.3,) Office: (631) 369-8288
PROPOSED 4'HIGH 18"SQUARE CATCH
L/lv "" PRCN POOL FENCE BASIN WITH CAST PROPOSED X W.X 4'H. LOCATION OF EXISTING
44.3'+ EXISTING EXISTING SEPTIC WOOD DECK
+45.3' DRpx4 IRON GRATE SELF-CLOSING, +44'13' RESIDENCE TANK ��-
�_ 1
SO EXISTING (SEE DETAIL 3) SELF-LATCHING GATE
x LAWN x APPROXIMATE
O PROPOSED (45.22") CONCRETE ❑ (44.8') FFE=45.1' EXISTING f�
MASONRY APRON WASHOUT AREA 44.05'+ (4026') X j GAZEBO
EXISTING - `15'SIDE YARD
Z 14'X 55'-3" 44.3'+ - SETBACK ►
/ TOPSOIL ON-GRADE
a I I PD-1 (44.55')X PROPOSED (43.3')X �- \
I TOCKPILE , - MASONRY
SWIMMING POOL SILL (43.68')
AREA / EXISTING DRIVEWAY-,,, PITCH PITCH X PATIO
C ` I COPING ELEV.=44.13' 43.3')
i TO BE REMOVED
\ i PROPOSED ;I 44,37+ X(42.27) --�� EXISTING
PROPOSED --_-- ON-GRADE !' ►-� STEPS
/ I
8'W.x 4'H.DOUBLE _ - MASONRY i. -�"�
44.55')X I SELF-SELF-LATCHING NG PATIO PROPOSED �.�-
( i 8'W.X 4'H.DOUBLE ``TOP OF BLUFFS
FIRST 50'OF EXISTING j SERVICE GATE 1,200 S.F. SELF-CLOSING, -- �'�- 360.65' (LOCATED BY
' DRIVEWAY TO BE REMOVED I
` AFTER COMPLETION OF - _ -yr SELF-LATCHING �' MPLA STUDIO 7/17/2015)
(-1.79'J SERVICE GATE
( 1 r ` EXISTING FENCE 1 DW_3 --
44.8' X PROPOSED DRIVEWAY 44.05'+ +
TO BE REMOVED
PROPOSED
J 50'OF EXISTING ASPHALT (44.55')X STRIP DRAIN
LDRIVEWAY TO BE USED FOR (SEE DETAIL 4)
. CONSTRUCTION ACCESS PROPOSED
RESTORE AREA OF �� POOL EQUIPMENT 520°2gQO E 100'BLUFF SETBACK L E G E N D
o
EXISTING DRIVEWAY
WITH TOPSOIL+
Z LANDSCAPING -- PROPERTY LINE
G AFTER REMOVAL. -�' -50'FRONT YARD
SETBACK RICHARD .SACHS SITE DATA:
APPROXIMATE
TOP OF BLUFF SCTM#: 1000-94-1-9
Lot Area: 34,473 SF (or 0.79 acres)
- ZONING SETBACK
NOTES:
------ ELJGE OF LAWN 1. Base map information based on survey
prepared by John C. Ehlers on May 10,2002.
X(9.0► EXISTING ELEVATION 2. This drawing is for the purpose of
+25.18 PROPOSED ELEVATION obtaining permits only. NOT FOR
CONSTRUCTION.
3. Unauthorized alteration of this plan is a
PROJECT LIMITING FENCE violation of NYS Education Law.
NDS 1813 CAST
IRON GRATE DW-1 PROPOSED DRYWELL
MASONRY PAVER AS PER PLAN PROPOSED POOL DRYWELL
PD-1
SLOPE SLOPE-
POLYMERIC
LOPE
POLYMERIC SAND SWEPT INTO
18'-0"MAX. C.to C. PAVER JOINTS. USE CLOSEST COLOR Drainage Calculations and Structure Schedule REVISIONS
RADE U- ATCH PAVERS
O - - 1"SAND LEVELING BED vert In Invert Out
_ -
Drainage
O1L Structure Size Elevation In
"' `J _ . � 8"COMPACTED RCA
_ U- #5 REBAR AROUND _
_
PERIMETER OF DRAIN �I '' �', �, `� � '_ � �.,- I � _ '" �i 3,500 PSI CONCRETE Proposed Masonry Driveway+Proposed Masonry Walkway (2,885 sf @ 100%)
2,885 SF x 2"rainfall (.167)=481.8 CF/8'Dia. Drywell (42.3)=11.4'depth req'd
O NDS #1242, #1243+ #1245 _
NDS #1266, #1888 OR #1889
UNIVERSAL LOCKING OUTLET UNIVERSAL LOCKING OUTLET DW-1 8 Dia x 6 depth
PERSPECTIVE VIEW TWIST LOCK INTO POSITION I I
TWIST LOCK INTO POSITION AT DW-2 8'Dia x G depth
AT ANY KNOCK OUT
- ANY KNOCK OUT 12'depth provided
GEOTEXTILE I j _ FITS 6"OR 8"SOLID WALL Proposed On-Grads Masonry Patio (1,200 5'f patio @ 100%)WIRE FENCING s e a /
WIRE FENCE 6"CORRUGATED PIPE
I i OR 6"OR 8"CORRUGATED PIPE 1,200 SF x 2" rainfall (.167) =200.4 CF/8'Dia. Drywell (42.3)=4.8'depth req'd
TIED TO FITS 3"+4"SOLID WALL OR � . J � I I III I
12 x4'OPENINGS I
48"FENCE POST -_ -' '= - - , I 3,500 PSI CONCRETE DW-3 &Dia x 6'depth DSC�r
EXISTING
COMPACTED SOIL 8'O.C. PRECAST TRAFFIC - _',r I 6'depth provided �� sl,,a
GRADE SDR 35 PVC INLE PIPE SE ERRING CONCRETE I__ 3„ Swimming Pool Backwash Drywell
GEOTEXTILE DOME OR SLAB TOP I 4
t' CRUSHED STONE BASE PD-1 18'Dia x 4 de ,
TO BE:BURIED PLAN FOR PIPE SIZE 1 - '-' =' _r r depth '
GRADE ~
IN GROUND,
AS SHOWN LOPE 2'-0"MAX TOP OF DRYWELL Z COMPACTED
i= 00185
SEE PLAN FOR SUBGRADE -
-li SDR 35 PVC OVERFLOW ❑ 0 ❑ 0 ❑
7NDS MINI CHANNEL DRAIN �TC
lc� `�,.. OF NE�J y
ELEVATION) WITH GREY GRATE-PIPE
;i PIPE SEE PLAN FOR PIPE ❑ ❑ ❑ ❑ ❑ NOTE:
NOTE: TO DRYWELL AS PER PLAN
2" MAXIMUM DRAINAGE AREA SIZE ❑ ❑ ❑ ❑ ❑ NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS. #1242, #1243, #1245,
1/2 ACRE / 100 LINEAR FEET ❑ ❑ ❑ BACKFILL 3'-0"MINIMUM #1266, #1888 + #1889 USE#1206 IF PLUGGING AN OUTLET. INCLUDES (2) #1890 TITLE:
6 AROUND DRYWELL WITH REDUCER RINGS USED WITH SMALLER CONNECTIONS.
❑ ❑ ❑ ❑ ❑ 1 4"-1 "'MEDIUM COARSE PITCH PATIO RUNOFF TO DRAIN PITCH PATIO RUNOFF TO DRAIN STO R M W AT E R
❑ ❑ ❑ ❑ ❑ SAND/GRAVEL
❑ ❑ ❑ ❑ ❑ t
SILT FENCE ❑ ❑ ❑ PRECAST CONCRETE . .,` ,. 3 NDS 18" SQUARE CATCH BASIN a a MANAGEMENT
1 Section Not to Scale STORM DRAIN RING Section Not to Scale
2'-0"MIN HEIGHT AND DIAMETER CONTROL SITE
GROUNDWATER
SOIL AS INDICATED ON PLAN l i SJul - i I i � � I ''I ;_ '�- _�! I i' I I-I S I I I,I � I I j I
PLAN
6'-0"MIN DRYWELL TO BE INSTALLED
CLEAN MEDIUM
SAND AND GRAVEL- RATEABLE SOIL AS PER STATE AND LOCAL 0 10 20
COARSE FILL CLEAN MEDIUM COARSE BACKFILL CODES
-'- ill. NORT
SEE PLAN FOR WIDTH "
/ Scale 1"=20'
AND DEPTH VV
DRAWN BY:
S.PAETZEL,RLA
Z' PRECAST CONCRETE DRYWELL 4 STRIP DRAIN DETAIL DATE:2015.07.24 L_1
REVISED:
Section Not to Scale Section Not to Scale
SHEET OF 2
P 7- .�, �� , �M BELL
`` ,, RESIDENCE
1055 Soundview Avenue
F. -- - — -- Mattituck, New York
f10T' Y BUILD, ',..-. ; rl; �T AT
765- 802 8 A 1 TO 4 Pr,! FOR THE
FOI_LOW'NG INSPECT0,13:
1. FOU'N(DATION - TWO REQUIRED
FOR POURED CONOR E
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
(� m
OREOSIETRUCTONRRORS.DEGN ORCOa s II poetzel
o
Z LANDSCAPE ARCHITECTURE
16'-6" 16'-6" (3)SKIMMER BOXES @ 16'-6"O.C. ' OF
FORK HAMPTONS
& TUNN. CODES 8595 Cox Lane-Suite 7 PO Box 1397 EVV
e . ter, r n"' ITI'nM F Cutchogue,NY 11935 530 Montauk Hwy,#203
AS REQUIRE_L� P 8
Amagansett,NY 11930
.A •l I e phone: (631)209-2410
fax: (631)315-5000
email: mail@mplastudio.com
F.vC r.-,,
_ _
(3)3'-EO.'X 3'-6"STONE �, __ I 5 PENTAIR GLOBRITE LIGHTS � SURVEYOR:
SLOPE TO DEEP END
2"THICK+PADS.THERMAL TOP
j @ 11'-0"O.C. John C. Ehlers Land Surveyor
ALL FOUR SIDES j
6 East Main Street Riverhead, NY 11901
FORMED+POURED C014CRETE SLAB+ I
STONE SUPPORT PEDESTAL 3,500 PSI ' O CGU h'AN CY OR
CONCRETE WITH STEEL RE'NFORCEMENT
USE IS UNLAWFUL Office: 631 369-8288
AWFUL
USE IS Ur\'L
14'X 55'-3" 0T
DEEP
6 -
DEEP END-8'-9"DEEP 14'X 55'-3" SHALLOW END-3'-5"DEEP OUT CERTIFICATE
PROPOSED ! ��ITIl
-- ---
POOL OF OCCUPANCY
A B
SECTION A-B � 1e �•r;
- - 14'-0" j., .. .,
'kl'1,^
4"WATER DEPTH BENEATH
STONE PADS
11MMEDIATELY"
a ENCLOSE POOL TO CODE
U
LOUNGE PLATEAU BOF RO WATERN
4"WATER DEPTH I 18"WIDE SHALLOW END BENCH
SITE DATA:
1'-2" X18" 14"X 2"STONE POOL COPING
WITH e'EASED EDGE ON WATER SIDE SCTM#: 1000-94-1-9
FORMED+POURED CONCRETE STEPS Lot Area: 34,473 SF (or 0.79 acres)
9 4'RISER HT.-14"WIDE(18"WIDE TOP STEP)
(5) RETURN JETS _
@ 11'0"O.C. NOTES:
1. Base map information based on survey
prepared by John C. Ehlers on May 10, 2002.
2. This drawing is for the purpose of
1
POOL PLAN obtaining permits only. NOT FOR
CONSTRUCTION.
1/4"= 1'-0" 3. Unauthorized alteration of this plan is a
violation of NYS Education Law.
4. Pool construction details provided by
Ken Robins, General Contractor.
FORMED+POURED CONCRETE SLAB+
STONE SUPPORT PEDESTAL 3,500 PSI 7'STONE COPING WITH a"EASED EDGE
CONCRETE WITH STEEL REINFORCEMENT INTERIOR POOL FINISH TO BE ROLL WATERLINE -5"BELOW TOP OF COPING
BACKFILL WITH 4"CRUSHED ON PLASTER MANUFACTURED 6"TILE BAND-SELECTION T.B.D.
GRAVEL+COMPACT ���BY SIDER-CRETE,INC.-COLOR T.B.D.
2"RIGID FOAM INSULATION 6"TILE BAND-SELECTION T.B.D. FORMED+POURED CONCRETE SLAB AS LOUNGE PLATEAU-4"WATER DEPTH REVISIONS
12"CORE INSULATED CONCRETE DATE DESCRIPTION
BLOCK AS SLAB SUPPORT SHELF WATER LINE-5"BELOW TOP OF COPING 2"RIGID FOAM INSULATION
FORMED+POURED CONCRETE STEPS = 12"CORE INSULATED CONCRETE
- - - -- - - - -- - -- -- -- — -- -- - -- - -- - -- - - - -- -- -- -- -- -- - - 77 —VCONCRETE
9-1"RISER HT.-14"WIDE(18"WIDE TOP STEP) D - -- -- BLOCK AS SLAB SUPPORT SHELF
WWCORE WIDTH INSULATED CONCRETE FORM �ci� BACKFILL WITH 4"CRUSHED
GRAVEL COWALL CONSTRUCTION 3 500 PSIz
WITH#5 STEEL REINFORCING o
12"X 18"FORMED+POURED 3,500 PSI SLOPE TO
-------------- CONCRETE FOOTING WITH#5 STEEL DEEP END
--- - REINFORCING - - -- - - - -
4'-0" ___// 4"THICK 3,500 PSI CONCRETE SLAB WITH
- -- -- - -- r — SET FOOTING ON #4 REBAR 12"O.C.BOTH WAYS TIED TO 6X6 WWM S e a
UNDISTURBED SUBGRADE 2"RIGID FOAM INSULATION _
17'X 18"FORMED+POURED 3,500 PSI - ———— OVER COMPACTED SUBGRADE — —— ——————————— ——_——— ��D S C \
CONCRETE FOOTING WITH#5 STEEL P �pF
————
FOAM INSULATION TO 100%COMPACTIONc�Cv <rj ti
REINFORCING ——— J � � COMPACT SUBGRADE BENEATH —— — — — � ,�pRSHrI(�
4"THICK 3,500 PSI CONCRETE SLAB WITH co
STEP FOOTING FROM DEEP END #4 REBAR 12"O.C.BOTH WAYS TIED TO 6X6 WWM SET FOOTING ON /' F �`a t-r i
\ TO SHALLOW END UNDISTURBED SUBGRADE Lit
\ SET FOOTING ON 2"RIGID FOAM INSULATION „
UNDISTURBED SUBGRADE OVER COMPACTED SUBGRADE 1
COMPACT SUBGRADE BENEATH � 001 85 N Q�
FOAM INSULATION TO 100%COMPACTION 4 N'1 yO
OF 1vE
2 SECTION A-B
SECTION C-D TITLE:
SWIMMING
POOL PLAN + f
DETAILS
0 2 4
NORTH
Scale 1/4" = V-0"
DRAWN BY:
S.PAETZEL,RIA
DATE:2015.07.24 L-2
REVISED:
SHEET 2 OF 2