HomeMy WebLinkAbout44224-Z gUfFOt,feaGy Town of Southold 6/6/2021
j P.O.Box 1179
o _ 53095 Main Rd
� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42058 Date: 6/6/2021
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 4000 Great Peconic Bay Blvd,Laurel
SCTM#: 473889 Sec/Block/Lot: 128.-6-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/18/2019 pursuant to which Building Permit No. 44224 dated 9/26/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory in-ground swimming pool fenced to code as applied for.
The certificate is issued to 4000 GPBB LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44224 5/12/;Q21
PLUMBERS CERTIFICATION DATED
Auth riz d gn ture
f� TOWN OF SOUTHOLD
o�g�FEn�,��oa BUILDING DEPARTMENT
y i TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
y�ip�1 �4
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#: 44224 Date: 9/26/2019
Permission is hereby granted to:
4000 GPBB LLC
220 Riverside Blvd Apt 45A
New York, NY 10069
To: construct accessory in-ground swimming pool as applied for per DEC Non-Jurisdiction
letter& Trustees approval.
At premises located at:
4006 Great Peconic Bay Blvd, Laurel
SCTM # 473889
Sec/Block/Lot# 128.-6-2
Pursuant to application dated 9/18/2019 and approved by the Building Inspector.
To expire on 3/27/2021.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
Total: $300.00
Bui ing Inspector
®��oF sorry®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 a� Sean.deviin((-town.Southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To, 4000 GPBB LLC
Address: 4000 Great Peconic Bay Blvd city.Laurel st: NY zip: 11948
Building Permit# 44224 Section 128 Block: 6 Lot 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures Pump
Other Equipment. Pentair Pool Panel 10 Circuit- 9 Used, Pool Heater 60A, Pump 220 GFI,
Pentair Tranny w/ 3 Lights on 120GFI, Pool Cover 120GFI w/ switch
Notes* Pool
Inspector Signature: Date: May 12, 2021
S.Devlin-Cert Electrical Compliance Form As
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:
I. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or
topographic features.
2. Final Approval froin Health Dept. of water supply and sewerage-disposal(S-9 forin).
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 2110 of 1%lead.
5. Commercial building,industrial building,Imltiple iesidences and siindlar buildings and 'installations,a certificate
of Code Compliance froin architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00',
Swimming pool $50.00,Accessory building$50.40,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. September 16, 2019
New Construction; X Old or Pre-exisdrig Building; (check one)
Location of Property: 4000 Peconic Bay Blvd Laurel
House No. Street Hamlet
Owner or owners ofproperty: 4000 GPBB, LLC
Suffolk County Tax Map No 1000,Section 128 Block 06 Lot 02
Subdivision Filed Map. Lot:
Permit No. -q q Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate. X (check one)
Fee Submitted: S
ppl' Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
1, U N I r (�,�Ttaf residing at-2zo
(Print property owner's name) (Mailing Address)
IJ&D 1°0-IZ 4 pJ (DD 61 do hereby authorize ( w C-I S►-e4 L;*d
(Agent)
to apply on my behalf to the
Southold Building Department.
� -A,
(Owner's Signature) (Date)
,40 DD 6 f 1?11 L LC
(Print Owner's Name)
OP SOUtyO - -------
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] -FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]` FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [FINAL Q6 /
[ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL{FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
CVv A
DATE '' I(V 'YO - 1 NSPECTOR
0f S0UTyo� Ll ly e)V `P6c c^j eA-4/ %V�
# * TOWN OF SOUTHOLD BUILDING'DEPT-
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`y�nurm, ' 765.1802
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INSPECTION-
FOUNDATION
1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS: �� r�—
A,01 cle 9v--y C.,
DATE ' INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
H
------------------------------------
FOUNDATION (2ND) �
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ROUGH FRAMING&
PLUMBING 00
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INSULATION PER N.Y. H
STATE ENERGY CODE
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FINAL
ADDITIONAL OMMENTS
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POOL
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 oI Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C,
Trustees
Iq Flood Permit
Examined 20 Storm-Water Assessment Form
Contact: Samuels &Steelman Architects
Approved 20 Mail to:25235 Main Road
Disapproved-a/c utc ogue, NY 11935
Phone: 631 734-6405
Expiration20;' `+
BWIA pector
C' 7 2019
APPLICATION FOR BUILDING PERMIT
Date September 16, 320 19
r
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
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,rhousicode, and r ulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
( nat cant or name,if a corporation)
5235 Main Road Cutchogue NY 11935
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Architect
Name of owner of premises 4000GPBB, LLC
(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.
Electrician's License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
4000 Peconic 134
House Number Str , Hamlet
�, ,-+ ,
1�.'i,�f (i_jt.f,�'��"�f�' �•Y1�1
.�' 12.4`l411.,�q'3�.�'i9;;9�' YY/S a...3._ _
County Tax Map No. 1000 Section Ur��11=�ff� ,�: f t Block 06- 4 Lot 02
•
Subdivision ----I _j ?$:ya;.a; i< ` - tledi ap No.fi ---- Lot ----
7,•fF - ,'ra�9 ,r�) 1� �. •�l�rti. '��A-
I
2. State existing use and occupancy of premises and intended use and occupancy of ro osed construction:
a. Existing use4nd occupancy SINGLE FAMILY RESIDENCE & GAIkAGE
b. Intended use and occupancy
Same with Pool House & Pool
3. Nature of work(check which applicable):New Building Addition Alteration .
Repair i Removal Demolition Other Work Swimming Pool
(Description)
4. Estimated Cost ---- Fee ---
(To be paid on filing this application)
5. If dwelling, number of dwelling units one Number of dwelling units on each floor -----
If garage, number of cars 2
6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. - ---
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 20' Rear 40' Depth 41-81
Height Number of Stories ;
9. Size of lot: Front 112.87' Rear 112.04' Depth 551.64'
10. Date of Purchase i 2018 Name of Former Owner Kelsey
11. Zone or use district in which premises are situated R 40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES X NO
14. Names of Owner of premises 4000GPBR-1 LC AddresS220 Riverside Dr. NYC Phone No. 917 846-6250
Name of Architect Nancy Steelman Addres525235 Main Road,Cutchoaue Phone No 631 734 6405
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO
* IF YES,D.E.C. PERMITS MAYBE REQUIRED. (see attached )
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)
Suffolk SS:
COUNTY OF_�
Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
Architect
(S)He is the
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
i _
Sworn to before me this
day,of re-el6.iiW 20� LAUREN M MCKISSICK _
NOTARY PUBLIC-STATE OF NEW YORK
--Notary Public No.01MC634�lature ofAp 'cant
Qualified in Suffolk County
My Commission Expires May 23, 2020
Q,7
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
j
PERMIT NO. 9490 DATE: JUNE 19,2019
ISSUED TO: 4000 GPBB,LLC
PROPERTY ADDRESS: 4000 PECONIC BAY BOULEVARD,LAUREL
SCTM# 1000-128-6-2
N•
AUTHORIZATION
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 June 19,2019, and in ;
consideration of application fee in the sum of$250.00 paid by 4000 GPBB,LLC and subject to the Terms and
Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the
following:
7
Wetland Permit for the existing 3,292sq.ft.two-story dwelling with screened porch; remove
and replace existing windows and doors; remove existing 240sq.ft. entry deck; construct new
dormer additions on south roof-remove existing dormer and replace with 596sq.ft. dormer,on ;
north roof-new 200sq.ft. dormer addition; new 68sq.ft. entry porch; remove existing 850sq.ft.
gravel parking area and curbing; remove seven existing trees; plant±18 new evergreen trees;
remove existing stepping stones from porch to stair at bank; new 658sq.ft.stone terrace and
stepping stones on grade adjacent to dwelling; new 250sq.ft.stone walkway to entry; new
20'x40' gunite swimming pool; new 1,315sq.ft.stone pool terrace; new 4' high pool enclosure
fencing and gates(280 linear feet); new 4' high gate at existing stair at bank; and for the two (2) '
existing A/C condensing units; and as depicted on the site plan prepared by Samuels&
Steelman Architects,dated April 16,2019,and stamped approved on June 19,2019.
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 the 19t`day of June,2019.
01
oLOgUFFO(�c®
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Glenn Goldsmith,President �Q� SUUry Town Hall Annex
A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25
P.O. Box 1179
John M.Bredemeyer III J [ Southold, New York 11971
Michael J.Domino G Telephone(631) 765-1892
GreMWilliaMs_.; ��1� �� Fax (631) 765-6641
i` coUNri
` MAY 26 2021 BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
�nyBI) �D`G D
CERTIFICATE OF COMPLIANCE
1819C Date: May 26, 2021
THIS CERTIFIES that the existing,3 292sq.ft.two-story dwelling with screened porch, remove
and replace ekisfing windows and doors;remove existing 240sq.ft. entry deck; construct new dormer
additions on s6tith'iobPremove existing dormer and replace with 596sq.ft. dormer, on north roof-new
200sq ft dormer addition new 68sq ft gggy porch; remove existing850sq.ft. gravel parking area and,
curbing;remove seven existingtrees;ees• plant±18 new evergreen trees; remove existing_stepping stones
from porch to stair at bank;construct a 226sq-ft terrace with stairs at east side of house; construct a
350sq ft poolhouse with 32sq ft covered entry and 10'x16' attached trellis• new 250sq.ft. stone walkway
to entry new 20'x40' gunite swimming pool,• construct a 1220sq-ft stone pool terrace;new 4' high pool
enclosure fencing and gates 2801in6ar feet),, new 4' high,gate at existing stair at bank, and for the two(2)
exisfingLA/C condensing units;
At 4000 Great Peconic Bay Blvd.,Laurel
Suffolk County Tax Map#1000-128-6-2
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated April 16,2019 pursuant to which Trustees Wetland Permit#9490 Dated
June 19,2019,was issued and Amended on July 15,2020
and conforms to-all of therequirements and conditions of the applicable provisions of law. The'
project for which this certificate is being issued is for the existing 3 292sq.ft.two-story dwelling with
screened porch;remove and replace existing windows and doors;remove existing 240sg.ft.entry deck;
construct new doriner additions on south roof-remove existing dormer and replace with 596sg.ft.dormer,
on north roof-new 200sq_ft dormer addition;new 68sq ft entry_porch; remove existing 850sg.ft. gravel
parking area and curbing• remove seven existingtrees;plant±18 new evergreen trees; remove existing
stepping stones from porch to stair at bank; construct a 226sq ft terrace with stairs at east side of house;
construct a 350sq ft poolhouse with 32sq ft covered entry and 10'x16' attached trellis; new 250sg.ft.
stone walkway to entry new 20'x40' gunite swimming pool; construct a 1220sq.ft. stone pool terrace-,
new 4' high pool enclosure fencing and gates (280 linear feet); new 4' high gate at existing stair at bank;
and for the two(2)existing A/C condensing units.
The certificate is issued to 4q00 GPBB LLC owner of the aforesaid property.
X PIV/0�1
Authorized Signature
L
r
New York State Department of Environmental Conservation
Division of Environmental Permits, Region One
Building 40-SUNY, Stony Brook, New York 11750-2366
Phone: (631)4440403 - FAX: (631)444-0360
Erin M.Crotty
Website:www.dec.state.ny.us Commissioner
Letter of Non-Jurisdiction -Tidal Wetlands Act
October 9, 2003
Ms. Barbara Kelsey
P.O. Box 405
3790 Peconic Bay Boulevard
Mattituck, NY 11952
Re: Kelsey Property
4000 Peconic Say Boulevard
Mattituck, NY 11952
DEC# 1-4738-03200/00001
Dear Ms. Kelsey:
Based on the information you have submitted, the New York State Department of Environmental
Conservation has determined that:
The portion of your propertywhich is located landward of a functional and substantial man-made structure
(a bulkhead) greater than 100' in length, constructed prior to 8/20/77 as shown on Aerographics
Photograph#66-1890, is beyond the jurisdiction of Article 25 (Tidal Wetlands).
Therefore,in acdbrdarice with the current Tidal Wetlands Land Use Regulations(6NYCRR Part661)no
permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,
sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional
boundary, as indicated above, without a permit. It is,your responsibility to ensure that all necessary
precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground
surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary
and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier,or hay
bale berm.
Please be further advised that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies.
Sincerely,
George W. Hammarth
Permit Administrator
cc: BMHP
William A. Kelsey
file
Scutt A. Russell ,��°S` '� STO]KAMIWAXIEIR,
SUPERVISOR \\01A.NA\(G1IENIENT
SOUTHOLD TOWN HALL-P.O.Box 1179 �
53095 Main.Road-SOUTHOLD,NEW YORK 11971 Town of Southold
�l
CHAPTER 236 - -STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY ®1F 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.
C]E] C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
E❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
El El E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑x ❑ 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 witgyour Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. '�: U13 Date:
Dlstrtct
NAME: Nanc Steelma 128 06 02 9/16/19
„ Section Block Lot
**** FOR BUILDING DEPARTMENT USE ONLY * '*
Contact Information. 6a,4713 6405
`
ddsph—Numbers bw
Reviewed By: l/
— — — — — — — — — — — — — — — — Date:
Propefty Address / Location of Construction Work: I — — — — — — — — — — — — — — — — —
i
4000 Peconic Bay Blvd. Approved for processing Building Permit.
— — Stormwater Management Control Plan Not Required.
Laurel, NY ® Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM " SMCP -TOS MAY 2014
APPLICANT S.C.T.M.°: 1000 S, q CHAPTER 236 ,
(Property Owner,Design Professional,Agent,Contractor,Oilier( ® �c—M — d0 Ir
128 06 02 Stormwater Management Control Plan CHECK LIST
N M Ne y Steelman Section stork Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Applicatioc.
Date: � �k Theapplicant must provide a Complete Explanation and/or Reason fa not providing
7346405 9/16/19 °1 iii all Information that has been Required by the following Checklist[
1. Aite Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: if you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries =00
b. Total Site Acreage. X 0�
c. Existing - Natural & Man Made Features within 500 L.F. x ��
of the Site Boundary as required by §236-17(cx2).
d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X 00
e. Limits of Clearing & Area of Proposed Land Disturbance. x 0�
f. Existing & Proposed Contours of the Site (Minimum z intervals) X
g. Location of all existing & proposed structures, roads, x ��
driveways, sidewalks, drainage improvements& utilities.
h. Spot Grades & Finish Floor Elevations for all existing & X
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. X 0�
j. Location of proposed Soil Stockpile Area(s). X O0
k. Location of proposed Construction Entrance/Staging Area(s). X 0�
I. Location of proposed concrete washout area(s). X 0O
m. Location of all proposed erosion&sediment control measures. 0�
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the run-o(f from all impervious surfages generated by a two(21 inch X 00
i ainfal I/stoi m event.
3. Delails&Sectional Diawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion & Sediment Controls. X �0
b. Construction Entrance& Site Access. 0 XD existing site ent driveway
c. Inlet Drainage Structures (e.g.catch basins,bench drains,etc.) X
d. Leaching Structures (e.g.infiltration basins,swales,etc.) X not required
**** FOR ENGINEERING DEPARTMENT USE ONLY **** Additional Information is Required.
Reviewed & I ® Stormwater Management Control Plan is Not Complete.
I
Approved By: � — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date: I SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
BUILDWEG iEPAIRTME 1-Electrkai Inspector
TOWN OF S3£nm
Tamen afl -54375 Main Road - PO Box '�7
} xZZ,=' Southold, New York 119 f 1-3959
Te' h (63 E) 765-'i 8 - FAX (631) 755-9512
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APPLICATION FOR ELECTRICAL INSPECTION
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BPUEF DESCRIPTION OF WORK(Please Print ClBa€-ll 1�0o G — �r c t£g--
Circle.Aff Mud Apply=
fis job ready for ins ior - YES f NO Rouah In Ffnat
Do you need a Temp f te?: YES 124) iced On
Tijup Womwfion: (All€r�or .on required)
SerViee Size`f Ph 3 Ph size: A #hers ot-d lze
New Service- Ftre leon - Flood Reeomea-Service Reoonneo€ed- Underground -Overhead
Qndergro;�� Latermis I 2 H Frame Pole Work none on SeMce? Y N
AddWorral l o€mafion:
P- -_ 1
Request w hasp
. pec) gj
s0 F04 BUILDING DEPARTMENT- Electrical Inspector
C:)
Gym TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
C.0
- Southold, New York 11971-0959
4,- Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a,southold town ny_gov seand ansoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Name:
License No.: email:
Address:
F
Phone No.:
JOB SITE INFORMATION (All Information Required)
Name: = =
Address:
Cross Street:
Phone No. ,Tn
Bldg.Permit#: `1, 1� email:
Tax Map District: ,1000 Section: 01'dck-5 Lot:
BRIEF DESCRIPTIOWOF WORK (Please Print Clearly) f;.
GAO 1�
Circle All That Apply:
Is job ready for inspection?: YES % NO�- Rough In - Final
.-.Do,you..need a.-Temp Certificate?:_--_- _ .YES_/ NQ,._____.._,. _Issued-On
AII_information.required),
.. Temp-Information: - ., - . -(
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect -Flood Reconnect -'Service Re- connected - Underground -'Overhead
#-Underground-Laterals 1 . . 2- H.Frame __ _ Pole . Work done on Service?,- _Y_ __N, _
Additional Information:
PAYMENT DUE WITH-APPLICATION
Request for Inspection FormAs
PERMIT# Address:
Switches
Outlets
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW' Service
Carbon - _ ., -,Micro., _ . . _ Generator"
Combo _ Cdoktop - Transfer"
AC _ , _ AH _ Mini
Special:
Comments.
G
�- - - =
" S
S A M U E L S &
S T E E L M A N
September 17, 2019 _
Southold Town Building Department
54375 Main Road �`� SEP 1 7 2019
Southold, NY 11971
Re: MENTA Swimming Pool
4000 Peconic Bay Blvd.
Laurel, NY
We would like to apply for a Southold Town Building Permit for the Mehta Swimming
Pool. This project includes construction of a new gunite swimming pool, pool enclosure
fencing, and associated site work. Attached documentation includes the following:
1. Building Permit Application
2. Four (4) sets stamped Construction Drawings
3. Southold Trustees Permit
4. NYS DEC Letter of Non Jurisdiction
5. Application for Certificate of Occupancy
Please review the enclosed and get back to me with any questions. If application is
complete, please prepare a BUILDING PERMIT, and contact my office with a total fee
for same.
Tha you,
Na n
Enclo res
ARCHITECTS
25235 MAIN ROAD
CUTCHOCUE,NEW YORK 11935
(631) 734-6405
FAX(631)734-6407
GENERAL SORMWATER POLLUTION PREVENTION NATES DRAINAGE CALCULATIONS
PERMANENT STORM WATER RUNOFF CONTROL MEASURE GARAGE SLAB EL TION FT Sm I T E 15)"k A T___A'
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE to GRADE LINE ELEVATION 23.1 FT.
lum
WIRE FENCE w/ AREA ®F RESIDENCE (®�►�A) SCTM # 1000m128-06-02
Development activities for this project will consist of: � GLEAN OUT
p p 1 FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR � PROPERTY: 4000 PECONIC BAY BLVD
1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 (DW-A) I,Og5 SF x (2/12 FT.) x 1.0 = 183 GU. FT. GRADE LINE ELEVATION "23.1 FT. GRADE LINE ELEVATION±23.1 FT. ADDRESS LAUREL NY 11948
2. Clearing of brush, trees and landscaping in areas shown on Site Plan FILTER CLOT! MIN. 6° SURFACE USE: (1) 8' DIAMETER x 6' HIGH POOL < I' MIN, 2' MAX. '
3. Demolition of existing structures and associated building components 1 DRAINAGE (1) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. OWNER: SARAH BINDER MEHTA
BELOW 6RArDE FLOW PROVIDED REQUIRED PUNIT IVIEHTA
4. Excavation for the new foundations and swimming pool (+/-3 ft below finished grade) 14"/FT. 1000 of I/8"/FT.
253.4 GU, FT. > 155 GU. FT. 9 TOP OF POOL 22 O FT. SITE: 47,436 SQ. FT. = 1.089 ACRES
5. Construction of the new foundations, swimming pool and building structure \ \ \ \\ AREA OF RESIDENCE DSV-S SEPTIC ZONING: R-40
6. Construction of underground electric and utility lines from the utility pole to the buildings �\ \ �\/ \ I IE. +22.51' TANK LEACHING
7. Construction of a new underground water line from the existing residence to the garage �/ � DRY WELL AREA x RAINFALL_ x RUNOFF FACTOR IE, +22.2"1' IE, +21."1'7' POOL FLOOD ZONE' X
�,���,®��.,� ��.®�� ��.��� (DWPB) 1,213 SF x (2/12 FT.) x 1.0 p 216 Gu. FT. BOT of Pool ►a.o FT.
6. Installation of the septic system , LOT COVERAGE:
USE: (U 5 DIAMETER x 6 HIGH POOL (E. +21.6'7
9. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 RUNOFF CONTROL MEASURE (1) 8' X 6' STORM DRAIN RING v 253.4 GU. FT. GROUND WATER EXISTING: 6.53%
10. Installation of underground piping from gutters and downspouts to the drainage structures PROVIDED REQUIRED 16' lo' PROPOSED: 8.4%
11. Filling and grading of soil above drainage structures EROSION SEDIMENT CONTROL DETAIL 2'53.4 GU. FT. > 216 GU. FT. 3' MIN
12. Construction of new terraces
• � SURVEYOR: PECONIC SURVEYORS PC
13. Construction of new driveway and parking areas including grading and driveway surfacing NO SCALE AREA OF GARAGE POOL HOUSE RUNO(DWFF
F SEPTICPO BOX 909
DRY WELL AREA x RAINFALL x RUNOFF FACTOR � SOUTHOLI�, NY 19971
14. Installation of new landscaping plants, lawns as required q11 5F x (2/12 FT.) x 1.0 = 154 GU. FT. (N°T•S•) LICENSE �# 49618
15. Removal of the temporary erosion control measures USE: (2) 6' DIAMETER x 4' HIGH POOL
(2) 6' X 4' STORM DRAIN RING = 1"78.6 GU. FT. ! DATED: FEBRUARY 6, 2019LM
SITE DATA - PROVIDED REQUIRED ELEVATIONS ARE REFERENCED
Site Area: 47,436 SF - 1.0139 AC 1"18.6 GU. FT. > 154 GU. FT. TOP OF EXISTING GRADEL) 0
Receiving Waters: PECONIC BAY AREA OF DRIVEWAY DW-D CAST IRON FRAME AND COYER TO TO N.A•V°D. 1989 DATUM �.
Contractor: N/A
, DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (AS REQUIRED) d ®"�'
I (DW-D) USIE (I) 8 DIAMETI✓R x 6 HIGH = 252 OU. FT. W
POLLUTION CONTROL MEASURES TRAFFIC, SLAB (SEE LUGA' IFIUN MAPa... UJ Z
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited (1) N' X V STORM DRAIN RING = 253.3 GU. FT. PLANS FOR LOCA`hONS) 0 NORT `•;
113
PRO\AMED REQUIRED �� �y� CREE F,ti
to, the following shall be employed during construction: i d �'t .•, 0
253.3 GU. FT. > 232 GU. FT. ,P•o'y �i�y
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. (V 4►
NKS
B. Clearingand Gradin shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas and exposed,A maximum of 1 acre shall be ti LAUREL CLU
9 p 9 p COUNTRY CLUBW UJ
�`w ,�,�:r . ,,•:°. •.
disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabiliz?d through the use of temporary seeding
as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. t►] ,o °'"y gaAIL
® ® ® ® ® ® ® ® DRAINA+C BASIN FOR
C. Hare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is p tl1 ® ® ® Ix
suspended, the area shall be seeded immediately. Z SIZES SEE-51TE PLANS
OJ ® ® ® ® ® ® � ® t o
a. Seed preparation _scarify soil if compacted, remove debris and obstacles such as roots and stumps.
b. Sail Amendments �- IK Ily
BACKFILL'I'4ATERI moo '
1. Lime to ph 6 0 ® � ® ® ® ® ® TO BE CLIyAN SAND SI
d � .•
2. Fertilize with 66001bsi of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) AND GRA, :L " L,
' ® ® ® ® ® � ® ® H � � I I � 4000 PECONIC BAY BLVD.
c. Seed Mixtures LAUREL,NY. 11948
1. Temporary seedlings = W
z
a. Ryegrass (annual or perennial) @ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) N GROUND WATER ,� <vG�� Greet , \; (�
b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. _
UJ
2. Permanent seedlings-See Landscaping plans ( Q
away from cleared slopes. � - - 'APPROVE
P�C®�'� 13�y,
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted a y p PE MANEN�' �"�'� �A°�E�
E• Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along
the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. RUNOFF CONTROL MEASURE 80 RD OF TRUST
F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The construction entrance shall be T D RAI NAV I N `TY'P'ICAL TOWN OF SOUTHOLD
maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. �•s
G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup NO SCALE DATE TvAt-I 20 I
through the use of appropriate inlet protection. t
H. Appropriate means shall be used to control dust during construction.
1. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. ?&dt�oi
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar
days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge
basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices.
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as
sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to control the buildup
of debris. The contractor shalll periodically clean up any debris accumulated along the temporary fence and empty the durnpster's regularly.
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the
SWPPP where appropriate.
DESCRIPTION OF CONSTRUCTION ANIS WASTE MATERIALS STORA°n om ®s-rc
Construction matcriaia oharr inriUde Concrpi' %nrnnrJ ¢,�. -, b...:+�::IV :UMDer and associated metal attachments, precast concrete,septic/drainage structures, prefabricated
building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and I �'
rigid insulation, piping for plumbing, outdoor paving materials.
Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals LU n
and drinks. Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. "� W i x
= Q Z LL
� WaUXuro
WG,OP E N =
(03h R E A T
N/O/F PROPOSED NEW NCE EXISTING (2) PRIVET1NIC N'
N/O/F ALAN FIDELLOW, BETH FIDELLOW (POOL ENCLOSURE) SHRUB5 TO BE REMOVED E JSTING STEPPING
BUSHMAN STEVEN JUDITH FIDELLOW AND 5 ONES TO BE REMOVED EXISTING BULKHEAD
BUSHMAN ELLEN BARBARA VERCOLLONE POOL EQUIPMENT NEW EVERGREEN SCREENPLANTIN6S EXISTING, TREE TO d EXISTINcS
4025 GREAT PECONIC BAY BLVD 75 GRANITE SPRINGS RD a EASTERN RED CEDAR 8 HT BE REMOVED EXISTING DECK STRUCTURE
(2) 6x4 DR°i'WELL5 FOR ,°DD
LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 E�TI�,-T1,
1000-128.-3-13 4030 GREAT PECONIC BAYS BLVD POOL EQUIPMENT EXISTING TREES TO REMAIN EXISTING BEACH STAIRS
DWELLING 1000-128.-6-1 TO BE REMOVED OF N`
PUBLIC WATER DWELLING NEW SEPTIC SYSTEM FOR or,ED 4'X61 EL 71 551.64 PROPOSED NEW FENCE ���� `v�®
/'�(� p PUBLIC WATER ' 24 '� GARAGE FOOL HOUSE SHOPER
S15'16'00"E SPLIT RAIL FENCE 24 roams. �o 1 AND GATE (POOL 'o-' s!� '7
- ENCLOSURE)
EL 25.0' \ D n GATE x 11 ' \ \ I\ BULKTHEAD
\ ® ___ PINE
SIDE YARD SETBACK-ACCESSORY ---_ �.`� PROPOSED SILT
SIDE YARD SETBACK - PRINCIPLE _ `-"" _ s
�' E 5 N FENCE DURING
OSEW CAIR PROPOS D NEVI! �o \
'-'�'• LP G AGE POOL HOUSE zb�X4o11�ooL �oG ' °s� CONSTRUCTION DETAIL i
'1 T FIN FL R. ,; ;;- Qy ��%c�•�, P 1902
EXISTING PROPOSED- 4'X6' LEV +24.8 '��►- F .�.
® \, DRIVEWAY �I DRAWN BY:
_
OUTDOOR
4.7
+Z+J • amr.� ' �,.`C .a°, ,•.� �_ `-- SHOWER „ ®� �� 24^6+ EXI TING d0� ati UT
® °''°°�•-�.*°�.,°,�,,,. �''�„-�..� -- 6 ' kQ' �� - \ G� CHECKED BY:
_ 24.2 2 ST RY
%XX1�aT1NG
° ® BOLLARDS •/ \ °�.•°, .�. •� +23.5' ® �' oo ►ATE HOU E \ E \ �G EXISTING, NS
' X `� �..�.., • ,�: , .,�. -° .: . . 4 B ROO HOUSE �� BULt<HEAD
- ° GAS \ "'`'�_-�.�; __ ° •- - ry \
�-�,.�.., . -- . .-- --.�: - -y ' -� 'a TERI R \ DATE:
PANE.L ',"''�•. DRIVEwA�Y 24.0+ - AYI ` ��o April 16, 2019
- -� deo �� \ \ \ \ N52°21'53"W
• ��� \ 33 sf \ ° SCALE:
® SIDE YARD SETBACK - PRINCIPLE •� -w� ®`' :✓ 1, T F1WFFL \
\ 1.51'
is 20v Owa
SIDE YARD SETBACK -ACCESSORY �x6 2 x == \ \\ \ s SHEET TITLE:
� � -- - \ \ �
METER ��°� \ \ ® 8x6 DRYWELL WITH INLET GRATE ..� PAARKI I 2 * N
� FOR RAINWATER RUNOFF FROM �• 3 G _ J ♦ GATE \ \ \ \ �o
1�RIYEW,4Y PA�RiGIN6 AREA 2 '� "14b
4'��y SITE
EL 25.2' `� e I 1
N 14'38'20"W ACTUAL .�... 24 ®.®.® - 0 - `� 543.0 24 22 20 16 10 PLAN
N/O/F �S N14'48'00"W DEED N/O/F EX5TING EXISTING GARAGE EXISTING 24 26 26
ROBINSON SHERWOOD '�. MARY E NOLTE AND LAUREL COUNTRY UTILITY POLE EXISTIN6 DRIVEWAY TO TO BE REMOVED HVAC EQUIP
ROBINSON BARBARA J F� EXISTING UNDERGROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEW COVERED PROPOSED NEW FENCE
3605 GREAT PECONIC BA)' BLVD �' PUBLIC HATER LINE 3850 GREAT PECONIC BAY BLVD EXI5TIN6 UNDERGROUND LOCATION OF EXI5TING, ENTRY PORCH (POOL ENCL05URE) EXISTING
LAUREL, NY 11948 1000-128.-6-3 PUBLIC WATER: LINE SANITARY SYSTEM TO EXI5TING COVERED PORCH EXISTING FENCE TO BE BULKHEAD
1000-128.-3-22 VACANT REMAIN TO BE RENOVATED REPLACED WITH NEW FENCE SHEET N0:
DWELLING � ,..-•_ �. ._.,...,. � ..�. 8x4 DRYWELL FOR � -- --
PUBLIC WATER RAINWATER RUNOFF FROM NEIN UNDERGROUND CATION OF EXISTING DRYWELL PROPOSED NEW FENCE
N/O/F GARAGE POOL HOUSE ELEGTRIG UTILITY LINE FOR 5TORMWATER ROOF RUNOFF (POOL ENCLOSURE)
KELSEY ROBERT D EXISTING DECK REMOVED
0 Ph EGU Nit; 2345 ROSE WALK DR EXISTING UNDER6ROUMD 6A5 LINEJ
PROPOSED SILT FENCE DURINCy
ALP�IARE33A, GA 30005 CONSTRUCTION SEE DETAIL 2 ` ` I , R 16 2019 ►,'��a 1
3790 GREAT PECONIC BAY BLVD PIts
1000-128.-6-4 -., SITE k . -_ _ w._..• ,,
DWELLING SCALE ZO'-O
OuULEVAKU PUBLIC WATER o :. " _...__� �;;.rrir,; ,,t• � �
- a
FGENERAL STORIAWATER POLLUTION PREVENTION NOTES
PERMANENT STORM WATER RUNOFF CONTROL MEASURE DRAINAGE CALCULATIONSGARAGE 5LA5 EL 24.8 FT b I L A
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE ua GR.ADE LINE ELEVAtTION 23.5 FT.
Development activities for chis project will consist of: AI FENCE / SCTM 1000-128-06-02
� CLEAN OUT
FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR <
1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 (DA-A) 1,0d15 5F x (2/12 FT.) x 1.0 = 183 CU. FT. f GRADE LINE ELEVATION ±25.01 FT. GRADE LINE ELEVATION ±25.cl FT. PROPERTY: 4000 PECONIC DAY DLV®
2. Clearing of brush, trees and landscaping in areas shown on Site Plan FILTER CLOTH MIN �" SURFACE USE: (I) 8 DIAaMETER x HIGH POOL `ty
I' MIN. 2' MAX. ,ADDRESS LAUREL, NY 11948
3, Demolition of existing structures and associated building components BEL®� GRADE F®ANAGE (1) VX 6' 5TORM DRAIN RING = 255.4 CU. FT. OWNER: PUNIT SA H MEFITA
4, Excavation for the new foundations and swimming pool (+/a 3 ft below finished grade) PROVIDED REQUIRED I/4"IFT•
5. Construction of the new foundations, swimming pool and building structure 253.4 GU. FT, > 185 CU. FT. IOOO gal I/8"/FT. TOP OF POOL 22.0 FT. SITE: 47,436 SQ. FT. ® 1.089 ACRES
\ \ \ \ \ AREA ESI E CE SEPTIC ZONING: R-40
6. Construction of underground electric and utility lines from the utility pole to the buildings �\ /�\ \ ��\ \ � - � IE. +22.5q' TANG LEACHING
7. Construction of a new underground water line from the existing residence to the garage �/ DRY WELL AREA x RAINFALL x RUNOFF FACTOR IEPOOL FLOOD ZONE: X
8. Installation of the septic;system TY STORM WATER
(DA-5) 1,23 5F x (2/12 1=T'.; x 1.0 = 218 GU. FT. . +22.2`7 IE. +21.-17 BOT OF POOL 18.0 FT.
9. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 USE: (1) V DIAMETER x 6' H16H POOL IE. +21.6-t' LOT COVERAGE:
10. Installation of underground piping from gutters and downspouts to the drainage structures RUNOFFNTROL MEASURE (1) 8' X 6' 5TORM DRAIN RING = 253.4 CU. FT. GROUND RATER EXISTING: 6,53%
11. Filling and grading of soil above drainage structures 253O4IDGU. T. > 216 ED UGUFpT. PROPOSED:
8, �fo
3' MIN
12. Construction of new terraces E SOLE SURVEYOR: PECONIC SURVEYORS, PC
13. Construction of new driveway and parking areas including grading and driveway surfacing ARE'� OF L HOSE {- -. =W _C� SEPTIC PROFILE PO BOX 909
14. Installation of new landscaping plants, lawns as required DRY WELL AREA x RAINFALL x RUNOFF FACTOR
15. Removal of the temporary erosion control measures (DW-'C) 310 5F x (2/12 FT.) x 1.0 = 6LICENSE
5 CU. FT. �N•T•S°) SOUT-IOL.D, 11971
LICENSE 49966 18
U5E: (1) 6' DIAMETER x 6' HIGH POOL DATED: FEBRUARY 6, 2019
UJ �e
(1) 6 X 6' 5TORM DRAIN RING = 154 CU. FT.
SITE DATA PR•O\/IDED REQUIRED ELEVATIONS ARE REFERENCED Cn it
Site Area: 47,436 SF=-- 1.089 AC 154 CU, FT. > 65 CU. FT. TOP OF EXISTING GRADE TO N.A•V.D• 1989 DATUM
Receiving Waters: PECONIC BAY
AREA OF GARAGE ( -D) CAST IRON FRAME AND COVER To
Contractor: N/A DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (A5 REQUIRED)
5"70 5F x (2/12 FT.) x 1.0 = 115 CU. FT. TRAFFIC SLAB (SEE
POLLUTION CONTROL MEASURES USE: (1) 8' DIAMETER x 4' HIGH POOL LOCAT ION MAP RMEN
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited (1) 5' X 4' STORM DRAIN RING = 168.E CU. FT, PLANS FOR LOCATIONS) Z
1p No6iT in
to, the following shall be employed during construction: PROVIDED REQUIRED �` ��� crtEE
165.c'i CU. FT. > 115 CU. FT.
A Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. AREA OF DRIVEWAY ( - )
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be DRY WELL AREA x RAINFALL x RUNOFF FACTOR LAUREL LINKS
�
disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding (DW-E) 1,1186 5F x (2/12 FT.) x 0.`7 = 252 CU. FT. COUNTRY CLUB
as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. U5E: (1) 8' DIAMETER x 6' HIGH POOL ] tea'
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is (I) S' X 6' STORM DRAIN RING = 253.5 CU. FT. ® ® ® ® ® ® ® ® -DRAINAGE BASIN FOR '° Z maw
PROVIDED REQUIRED Q 0 ® ® ® ® ® ® EK ® ® SIZES SEE SITE PLANS
suspended, the area shall be seeded immediately z O
255.5 CU. FT, > 232 CU. FT. �► ® ® ® ® ® ® ® ® ® oQ $ray �o
a. Seed preparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. p 5 min } .p
APP OVD AS NOTED z > ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL P ®� ��°
b. Soil Amendments �.
1. Lime to ph 6.0 DATE: '�B.P.# %p y ® ® ® ® ® ® ® ® TO BE GLEAN SAND �
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq.ft.) > ? v ��� ® ® ® ® ® ® ® ® ® i� A+ND GRAVEL
Silt:
2.
c. Seed Mixtures FEE: l ,° ✓ /�� ® ® DE ® ® ® ® ® ® \ w ` a000 N coi la SAY BLVD; 000
NOTIFY BUILDING DEPf'iRT NT AT -- -- - -- k LYRE,i 11948.
1. Temporary seedlings
765-1802 8 AM TO 4 PM FOR THE , UJ
a. Ryegrass (annual or perennial) a@ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) ; D A)NA E INSPECTION,ARE 9EOUtP�' <t z
FOLLOWING INSPECTIONS: tV � .p �o
b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs, per acre(2.5 lbs per 1,000 sq. ft,) use winter rye if seeding in October/November. I r Contact TOS Englneerl,rrg at 765-1560 bete:p GROUND WATER fi o Great UJ LU
1. FOUNDATION - TWO REQUIRED arkfili,OR Provide En `fneer".s C�rtificatics�i { � .pecQ,1c�5a ^
2. Permanent seedlings-See Landscaping plans FOR POURED CONCRETE �0ti �
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. r ` the ttase� sfaDldtQ t.o ''
2. ROUGH - FRAMING s< PLUMBING PERMANENT STORM WATER .:
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along 3. INSULATION
the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. (-; i D° RUNOFF CONTROL MEASURE
\
p P 4. FINAL CONSTRU'."�I��V MI.15T ,
F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be BE COMPLETE FOP * 0. ' ' T
maintained until the site: is permanently stabilized Any sediment tracked onto public roads to be removed or cleaned on a daily basis. ALL CONSTRUCTION SHALL MEET THE
G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup REQUIREMENTS OF THE CODES OF NEW tli '&VRI L N®SCALE
through the use of appropriate inlet protection. YORK STATE. NOT RESPONSIBLE FOR Wfft AEQUIRED
H Appropriate means shall be used to control dust during construction. DESIGN OR CONSTRUCTION ERRORS. NO SCALE
I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. BY MARK MCDONALD GE SCIENCE
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar SOUTHOLD, NEW YORK 11971
days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge
basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. COMPLY WITH ALL CODES OF TEST HOLE DATA 4116/19, 1 PM ELEV. + 23.8
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as NEW YORK STATE & TOWN CODES 1.0 FT. DARK BROWN LOAM OL
sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to control the buildup AS REQUIRED AND CONDITIONS OF =
of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly.
EL
��°ttT�C�C1'`I`CIDVT��i� --.�. •''�.a v�;n� `�^; , �
n • v 4.0 FT. BROWN CLAYEY SAND SC it
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction actiy;,ues to the Engineer/Architect for revision of the ,80MOLM N UMING$OARD 'ENOLI ,`,OOL TO-QP,7' '
SWPPP where appropriate'.
_ SOUTWOLD TOWN TRUSTEES ;_U dN C®r,✓IP 11QN
DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE '=' N,Y,S.DEC _ 17 FT. PALE BROWN FINE SAND SP 06 Z°
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated f COMMENTS: NO WATER ENCOUNTERED
building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures,,plumbing fixtures), gypsum wall board, batt and ° V
rigid insulation, piping for plumbing, outdoor paving materials.
OCCUPANCY
OR
`- M
Waste materials shall inclLide demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals °a >.
and drinks Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. ° I- a
J
USE IS I�NLAWFUL
1- aZU.
WITHOWT CERTIFICATE • <� R� 0 �
= 3
° � OX4
F OCCUPANCYGREA T
�•
N/O/F NEW SEPTIC 5Y5TEM FOR A FOOL HOUSE NEA 4' HIGH FENCE EXISTING (2) PRIVET P"'ECONIC BAY
N/O/F ALAN FIDELLOW, BETH FIDELLOW - NEA 1000 GAL SEPTIC TANK (5T) (POOL ENCLOSURE) 5HRU85 TO BE REMOVED EXI5TIN(9 STEPPING
BUSHMAN STEVEN JUDITH FIDELLOW AND - CLEANOUT 5TONE5 TO BE REMOVED
BUSHMAN ELLEN BARBARA VERCOLLONE -• (1) 8 FT x 12 FT NEW LEACHING BOOL (new LP) NEA EVERGREEN 50REEN PLANTIN65 EXI5TING TREE TO
4025 GREAT PECONIC BAY BLVD 75 GRANITE SPRINGS RD FOOL EQUIPMENT - EASTERN RED CEDAR 8" HT- NOT BE REMOVED �� EXISTING
LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 (2) 6'x4 DRYWELLS FOR IN CONTRACT AD EXISTING DECK STRUCTURE
8x4 DRYAELL FOR EX-fSTIN6- 5
1000-128.-3-13 4030 GREAT PECONIC BAY BLVD POOL EQUIPMENT EXI5TING E5 EXISTING BEACH STAIRS
DWELLING 1000-128.-6--1 1000-128.-6--1 R,41 TER RUNOFF FROM TO REMAIN
GARAGE TO BE REMOVED OF I`i� _�
GLEAN OUT POSED NEA FENCE ti
PUBLIC WATER' DWELLING t�SED �' EL. 7.1 551.64' y° �� rte.
S15°16'00"E SPLIT RAIL FENCE 24 JA PUBLIC WATER 24 � ® R
AND GATE (POOL ��' � ��•� '�
ENCLOSURE) '
EL 25.0' \ +2 .i D D A xb �, \ EXISTING1
NEW UNDERGROUND \ SIDE YARD SETBACK ACCESSORY -b' y-I\� l IN
BULKHEAD
ELECTRIC, UTILITY LINE
FROM UTILITY POLE ON "i, k'' 25.x+ i 'I,N ;� rat, I l` l \� Qi PROPOSED SILT ��°g`d_,�, C;XN\�
23.q+ l R''u, r u py I, ' �I,,,i, ', �N i N tS� L
`\ ^ tR�OPo - FENCE DURING
ROAD TO EX15TlNG XISTINC7 DRIVEA,AY A/ ALTERNATE #1 EXISTING "' { 1' 15-O , ,H 11 1 _�- "�y - o \ '�
,� \ q II'I , iG E I, 'r'! I'1''^'i{,' ^'ll _1 I'i ! 4 �I PQM \ + -, . ,o B G�-} Q CONSTRUCTION _
RE,5IDENGE NEW TOP L,�YER OF STONE NEW UN®ERGROUND TO BE REMO
�, GONSTRU
o ELECTRIC SERI!/CE ' YdA l; f31 l; x,, �` OD r u '�° �? ` SEE DETAIL 2 PR
i O CT NO:G TEST HOLE l ^I ,,I. w,,l r,'l a �' l r i, � 6' 'S' �i ,
EL +25.8 II I _ ,r ��'l, ! 1902
=is 2�',�. � � � � � ,I'I, 9
'''I';'q, ,�I , � r , -- L- 1 I - '�- �I - '`.'�:2G/.8 t` 'r,1��'I'a� � ,a ss=.:., � �
.�-+• _ ° n 6I_ 'I" 'k" I III' i ,, I _ -_- Irl , I /'�;'.,
.°� -•® ®w ELECTRIC LI 4. r- 1 41 yHsl,l, i 7 DRAWN BY:
„�. . -- �,,,... _ EXTENT OF OIL/STONE 8x4 + i' i
. `- 24.-t � 24.6+ .i.�;, . O\ o
�,
+24.1 _ ,
i" � UT
/_-®- . . ®•--.,-- .®•�., .,• Ti- E ___-_-_ 2+ � ' �@- C�✓�+TE V1, 11
,,{I^i' ii,.*n,,',IJl"2,$T yR` i,l= x !IIIf !� ' \ \ CHECKED BY.
BOLLARDS ._ ® 9CI5TINC�
�- �.' �:.�.�• 23.5'+ -,. �'' .®. _." "� ;','I' :.Ej? .:'II''',:'I ';I is, ,_'- sA EXISTINS
DRiYEIY �Jp��
9,.,.'•°�° '� ° °•-ter.-� �_ :o�.»•.�w'«--. � � .- � r' ,'fl\,I1J �; r'f 1 e�I$,I/ �/� �/ S
0 A S \ -- °•�. OIL T ..�: °® - ° X90 HOU ; , Ppi l EULKHEAD
. -------- - --= '. _. - _ / '� -,t,.. 'll#Ir^�rll?,II li'illu!-1'1111;,-iDATE:
PANEL _ _ SEPT. 10, 2019
-_24.0 , �.*� G I I � ''''''' � �C7V�'T°!, �^.I�11 l l I I,. � -_ q® � 9>
A,>/O1 T. _ \ e P 01111 'fF'"I i {I,t,r l R I+I' \
WIC C� \ Al, °�� r,'ii''I i-',,l// \ N52°21 53 W SCALE:
® EXIT- 4i^{-- ®�/y i FF� �"',FI ,',Frlry'S,r;''7r' l[a„Is \ ° \ 1.51' eo a a®
25
r
a
i
\ E 21
�S SIDE YARD SETBACK PRINCIPLE axe RKI ; K _ ,,'' SHEET TITLE:
ATER
M
r' E TER `� 8x6 DRYAELL AI TH INLET G TE-�� = \ \
T
\, - _ I AIN
G R5
,
� t19 FOR RAI TER RUNOFF RSMAIN
® ~ DRIVE Y PARKIN °-'--- °�'_ ~` &ATE LIWK
NEA ELECTRIC, EL 25.2' GTI- LINE ® -
METER PANEL � MAIM W - /
24 22 20 18 16 10 SITE
N14°38'20"W ACTUAL 24
N14°48'00"W DEED N/O/F EXISTING EXISTING GARAGE EXISTING 24 543.0 26 26 PLAN
EXI_�TING A
MARY E NOLTE AND LAUREL COUNTRY UTILITY POLE EXI5TING DRIVE Y TO TO BE REMOVED
HVAC, EG2UIP
UTILITY POLE C,6, EXISTING UNDERGROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEA COVERED N1EA 4' HIGH FENCE
PUBLIC RATER LINE 3850 GREAT PECONIC BAY BLVD NEA ELECTRIC EXISTING UNDERG UND LOCATION OF EX15TING ENTRY PORCH (POOL ENCLOSURE)
METER PANELSArNITARY SYSTEM TO EXISTING COVERED PORCH EXISTING FENCE TO BE
1000-128,-6-3 PUBLIC TER LINE
VACANT REMAIN TO BE RENOVATED REPLACED WITH NEA FENCE SKEET O:
1P ____- _____ _--_ ---__ - __--- - - - - - - - ___ ____ -._....
NEA UNDERGR
ROUND ATER LOCATION OF EXISTING DRYAELL
N/0/F LINE FROM RESIDENCE TO FOR 5TORMY4ATER ROOF RUNOFF
KELSEY ROBERT DPOOL H®U5E EXISTING DECK REMOVED
2345 ROSE WALK DR EXISTING UNDERGROUND GA5 LINE PROPOSED SILT FENCE DURING
ALPHARETTA, GA 30005 CONSTRUCTION 5EE DETAIL 2
3790 GREAT PECONIC BAY BLVDP
- 1005-128.-6-4 O"VERALL SITE PLAN \�_y
DWELLING
PUBLIC WATER = or
PROPERTY LINE _ _
�x4 UR((ELL FOR RAINWATER PROPOSED 4 FT HIGH BOX FOR AUTOMATIC, POOL COVER EXISTING
FRopOSEr;) POOL RUNOFF FROM POOL HOUSE POOL ENCLOSURE FENCE SEE MANUFACTURERS SPE05 FOR Oi6d< TREE
EOUIPMENT
40SIZE AND REGUIREMENT5 12, OUTD OR LIGHTING'
15, FIX'J_U E5 SEE 5FEC.5
FOR 16HTIN& LEGEND
PROPOSED 4'Xb' 12 lix'72"x2 THK STONE
OUTDOOR 5HONER EDGING ON CONO SLAB TYP L2 L5_
L2 L2
__L2 _
+ 24_��+ EX15TIN6,
FINE TREE
T
+24."l
0,H ;
0 z:
z Lu
:24.'1+ +25.4
2
PtTO H PITCH
T_FITCA1 W +24.1 z 0
DN -DN
>
0
or I IJ 241115 H -7
00 x211-T 24 x24 x2 THK
z
5KIMME rp-TON POOL
i i I uj
SKIM I ii � I 5TEPPIN6 STONES
NE
ON 4" GRAVEL BASE z
IL ui
24"x24"x2" THK
SAIM OU �U
—L4NPSE E�D6E
') 4
NE AT 'i MC,
K RtLL15 AU STEPPING, STONES
5T CTURE
-.ON 4" GRAVEL BASE
TONE
NEA TERRACE..S
COVER J POOL F_R
1Z, f-1 1
(� j i
AUTOMATIC, POOL
BOX TYP - 'AV ERS ON"4411
THK-'6ONC,,--
w
5LA5,-N/ '&X(o 10/10 MM,_,,,
OUNITE POOL ! I
F__NE TCH
7*(PleAL-'O�,\/j,NC,"f?ATTE-�RN
VN AS 5HOAN
P1 I It-
Tt�, RRA(fE� 20X40 uj
i = -
1- ci 0 0) Z 0
SAD
ON r_7
FO NHOUSE I I c1 (fi It It \ Ij I
SEE ENLARGED POOL
SHALLON
F RST F'INF=LR 51 EP END PLAN - SHT 5F-5 PEEP END o
ELEV +24a4-7- 241 STEP 5 5 FT DEEP
2 UP
ID) .1 UP R V
24.5+ INTO 5'-&" FT 25.5+
DEEP T-1
E 5TONE , 01:3�
1 Poo 5 a
NEN TERF�A(�
L2 (o
A\/�R5 014" �R=15E RI 3EF,
BAJA 7E�f��A;�AG E
SLA IN/ C)X(o I I bllp' VIN�,l U�DERAATE':R POOL ON C-7RAI;) L:2\ Fm
SHELF
0
�PIOCL_SAV IN,, 665 AL PREFAB YARD UP
\L16HT5 TYPICAL
FATTE �N
1(�,, DEEP NEIN,-TER R! A(:-,F-
I BASIN PIPED To, z
STONE� PAVERS N'
51/41M OUT F�N AS 5H9 N WITCHED AT POOL HOUSE
" TH"-ONO SLAB uj Lu w
2-1.0,-- S
L RETURN TrTPICAL FAVIN6
T 00 25.5+
�01_ RETURN
PATTERN A N
INLET
A
I IN T L2 V",
L1 LI
Ll
J I
A 24.
77-=—
TOMATIC ,--�,
-7
U
25. OVER '
PITCH TCH
PITCH lu +2
MOTOR'SAITC�H
rn
AT--POOL
_HOU,5E
I F
L
24,
+24.55
L2
L2 L2 4-, 71.2
L2
GATE
6ATE C,
24.5+
L
Z-
+242 FROP05ED PROPOSED 4 I'T HIGH POOL
ENCLOSURE FENCE N1 SELF U7
_317_1 4 FT NIGH POOL CLOSING LOCKING GATES
0)
ENCLOSURE FENGE N1 SELF
C-LO51N,57 LOCKING GATES
METAL Er�)6,E
CURSING
w _j U,, let
NEW UNDERGROUND ELEOTRIC ui
U.
LINE FROM RF_5IPENCE TO :3 W. w in
------------------------------- -------- POOL HOUSE AND rvARA6r= E X 1571 NO,
2 STOR'�� HOUSE
. . . . . . . . . . . . . . . . . . FIRST FIN FLR
ELEV +21.5
------------------------------------
DP,IVF-AA*,r ------- ----------------------------
NEIN UNDERGROUND NATER
LINE FROM HOUSE TO POOL
HOUSE AND GARAGE
EXISTING, UNDERGROUND
L2 PUBLIC., NATER LINE
24.0+
A
NEW UNDER6ROi ELEGTRIC,
0
LINE FROM ROAD TO RE51r;�ENC,E
+24, .5 01
+21.5 D
ROJE NO:
1902
DRAWN BY:
_\- - - - - - - - - -
,5x4 UT
-F
CHECKED BY:
STONE L:2
NS
'&D&IN& ON CONC, SLAB T-rP
12"x-72"xV THK
+ — — — — l" ! -J
SEPT. 10, 2019
DATE:
----- SCALE:
_-T wt
-- ------ +:24.(o 1/4" 1rte 1 - 0
NONE=
)P�A\/ERS ON 4" i< CoNo ----------
NEN ArLK
/10 NNM
5L\Ab VVtX(p I SHEET TITLE:
11 -1 ------ --------------
-R
FARKINr_ I Nry FATTE
AREA — I-,A5-SHOINN-
ENLARGED
POOL PLAN
8x4 PR'r'lotNIELL FOR
METAL F-D(5E RAINWATER RUNOFF FROM
OURE31NC-7 GARAGE POOL HOL15E SHEET NO:
PARTIAmL. ENLARGED SITE P
SCALE: 1/4 1 .0 NEN rOVERED
ENTRY PORCH 2-T
,Lu
0 C F-CH
N?
9 A 4.1
2
OOL__//� L
c,", ---/
SKIMME
J7T
T-N
BID AND PERMIT SET
PROVIDE CONTINUOUS POUR BOND BEAM AND - 2'
HAUNCH W/ REQU I RED REBAR IN POOL 5TRUCTURE
BELOW FOR PAYING AS REGUIRED AT STONE F----
TERRACE TO BE CONSTRUCTED AS A MONOL I TH I C
g STRUCTURE CONSTRUCTED WITH THE POOL -
STRUCTURE WJOINTS ITH NO GOLD - TYPICAL S)SURROUND FOR POOL
SWIM OUT
PROVIDE DRAIN WITH DRAIN
COVERS CONNECTED TO z L) 0
40' I' I'-I" �" SUBSURFACE DRAINAGE
BAJA SHELF DRYWELLS TYP SEE SITE PLAN
Ir-i" BELOW PROVIDE STEPS INTO POOL WITH EQUAL RI5EFS TO
WATER LINE BE co STRUCTED AS A MONOLITHIC STRUCTURE Lu uj
CONSTRUCTED WITH THE POOL STRUCTURE WITH NO
COLD JOINTS
Lu wz
t�
OPROP05EP NEW 6UN I TE �
UP UP (A51 1I MM I NG POOL
SHALLOW END 20x4O DEEP END oMum
/ MA LE U T FINISH
a- PROVIDE CONTINUOUS POUR
BOND BEAM GUNITE
STRUCTURE W/ REOU I RED
REBAR FOR THE BOX FOR
0 THE AUTOMATIC, POOL uj W
COVER TO BE
CONSTRUCTED AS A
MONOLITHIC STRUCTURE
O CONSTRUCTED WITH THE
POOL STRUCTURE WITH NO
:2' I' S' I' I'
0&4l COLD JOINTS
t~
UNDERWATER 5WIM OUT
POOL LIGHT
E I XTURE TYPICAL
� PROVIDE DRAIN WITH DRAIN
j COVERS CONNECTED TO
GA
DRYNELLS TYP SEIESITE PLAN
� • 'n �
M
a
U! ua z w
�" eC Z IL
aQ
w. a to
POOmL PLAN
SCALE. i ®® �. m �� PROVIDE CONTINUOUS Pauli BOND BEAM AND
® HAUNCH W/ REG2UIRED REBAR IN POOL STRUCTURE BELOW FOR
PAVING AS REaU I RED AT STONE TERRACE TO BE
CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED
AUTOMATIC POOL COVER SEE MANUFACTURER5 WITH THE POOL STRUCTURE WITH NO COLD JOINTS - TYPICAL
5E'E05 FOR SIZE AND REG?U I REMENTS
SURROUND FOR POOL
I2"x'12"x2" THK STONE POOL COPING
EXPANSION JOINT WITH JOINT FILLER W/ BULLNO5E EDGE AT POOL TYP EXPANSION JOINT WITH JOINT FILLER AND
AND SEALANT TYPICAL
PROVIDE STONE PAYERS TO MATCH TERRACE SEALANT TYPICAL
OVER AUTOMATIC POOL COVER BOX WITH PROVIDE STEPS INTO POOL WITH EQUAL RISERS TO
STONE PAVERS ON MORTAR SETTING BED ON REG2UIRED SS SUPPORTS FOR PAVERS STONE PAVERS ON MORTAR SETTING BED
4" THK GONG SLAB W/ 6X6 10/10 WWM TYPICAL ANCHORED INTO POOL GUNITE 5TUGTURE BE CONSTRUCTED AS A MONOLITHIC STRUCTURE .s �n
CONSTRUCTED WITH THE POOL STRUCTURE WITH NO TYP BALK GONG SLAB W/ 6X6 10/10 WWM
GOLD JOINTS u' ✓
GRADE \g
- ------ -- ---- --- ------ ------- --------- -----------
------------------- ----- -------- - ----- - ----- -
-- -- -- -- ------------- -- - ------- -----
- -- _-- -- TERRACE
BAJA SHELF ALNO:
5HALLOkS END 12 1902
PROVIDE 50# BUILDING PAPER UNDERWATER ® 112 max PROVIDE 30# BUILDING PAPER
BOND BREAK TYPICAL POOL LIGHT PROPOSED NES GUNITE d -�--- - '- BOND BREAK TYPICAL DRAWN BY:
UT
FIXTURE TYP I CALY�l I MM I N6 FOOL
20x40 CHECKED Y:
PROVIDE HAUNCH IN POOL STRUCTURE FOR
NS
PAVING AS REWIRED RE1;> AT STONE TERRACE `,
12 PROVIDE CONTINUOUS POUR BOND BEAM AND
BOX FOR AUTOMATIC POOL COVER SEE I max HAUNCH W/ REQUIRED REBAR IN POOL STRUCTURE ®ATE:
• SEPT. 10, 2019
MANUFACTURERS SPECS FOR 51ZE AND DEEP END BELOW FOR PAYING AS REQUIRED AT STONE CL� ®
REaUIREMENT5 TERRACE TO BE CONSTRUCTED AS A MONOLITHIC 1/2" = if . 0v®
STRUCTURE CONSTRUCTED WITH THE POOL
S
PROVIDE GDNTINUOUS POUR BOND BEAM GUNITE STRUCTURE WITH NO COLD JOINTS m TYPICAL SHEET TITLE:
'
STRUCTURE W/ REQUIRED REBAR FOR THE BOX I max SURROUND FOR POOL
FOR THE AUTOMATIC POOL COYER TO BE
UNDISTURBED SUBGRADE TYP
CONSTRUCTED AS A MONOL I TH I C STRUCTURE POOL
CONSTRUCTED WITH THE POOL STRUCTURE WITH NO 00
COLD JO I NT5 DETAILS
DRAIN LINE FROM AUTOMATIC, POOL
COVER I50X TO DRYWELL PROVIDE GUNITE POOL STRUCTURE TO BE COMPACTED GRANULAR FILL. COMPACT IN 12"
® o
CONSTRUCTED AS A UNIFIED CONTINUOUS 51 NGLE LIFTS TO cis% DENSITY. FILL BOTH 5I DES OF WALL
COMPACTED GRANULAR FILL. COMPACT STRUCTURE CONSTRUCTED WITH NO COLD JOINTS EVENLY TYP
IN 12 LIFTS TO 15% DENSITY. FILL BOTH TYPICAL FLOOR _ 6" THK GUNITE WITH #5 PROVIDE REBARS AS REQUIRED SHEET NO:
SIDES OF WALL EVENLY TYP
REBARS AT 12" OG EACH WAY MIN TYPICAL
UNDISTURBED 5U56RADE TYP