HomeMy WebLinkAbout47241-Z n suFFaiT�
��ov0 C'pG Town of Southold 9/2/2022
0
P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43394 Date: 9/2/2022
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 355 Summer Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 78.-9-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/12/2021 pursuant to which Building Permit No. 47241 dated 12/20/2021
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 Reiser,Rachel&Antona,Robert
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47241 6/28/2022
PLUMBERS CERTIFICATION DATED iv�
A o ze Si nature
TOWN OF SOUTHOLD
BUILDING-DEPARTMENT
c x TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47241 Date: 12/20/2021
Permission is hereby granted to:
Goed Intent LLC
58 South Path
Calverton, NY 11933
To: construct accessory in-ground swimming pool as applied for. Must maintain minimum
5' setbacks.
At premises located at:
355 Summer Ln., Southold
SCTM #473889
Sec/Block/Lot# 78.-9-12
Pursuant to application dated 11/12/2021 and approved by the Building Inspector.
To expire on 6/21/2023.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
B ding Inspector
�o'of SO!/j�ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 roger.riche rt(.W-town.so uthold.ny.us
Southold,NY 11971-0959
oly�OUNTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE.LOCATION
Issued To: Goed Intent LLC (Antona)
Address: 355 Summer Ln City: Southold St: New York Zip: 11971
Building Permit#: 47241 Section: 78 Block: 9 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE .
Contractor: DBA: REP Electric License No: 46288-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: In ground swimming pool to include, bonding, control panel, 3-GFCI circuit breaker
gas pool heater, 1-pool pump(filter),chlorinator, low voltage pool lights.
Notes:
Inspector Signature: > Date: June 28 2022
81-Cert Electrical Compliance Form.xls
�o,\,oF s0uryo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
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:
DATE INSPECTOR �t
��' ( �o��OE SOUTyolo --
1 # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ]- FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] ULATIOWCAULKING
[ ] 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:
/00_�
�I UV
DATE INSPECTOR
NTS,'.,,
FOUNDATION,(IST)
FOUNDATION:(2ND.);.
ROUGH FRAMING& `C C4 y 1
RLUMBING .. • . , .
77.
1
r
INSULATION.pER:N..-Y3. . y.
STATE EN9RGY CODE
L. �.
FINAL .
ADDITIONAL`CC)
MIN-ENTS Q
10 lYS G .000
2.. 0 10 h S
rZn
ti
H.
gpfFO �G�2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
sa Hv Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�• ao�� Telephone (631) 765-1802 Fax (631) 765-9502 haps://www.southoldtownny.gov
241 t 'l''fyi,
Date Received
APPLICATION FOR BUILDING PERMIT
-7J1 For Office Use Only Nov '12
20'L I
V
PERMIT N0. Building Inspector:
BUILDING DEPT
TOWN OF SOUTHOLD
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be-completed.
Date: �Dt1. 202
OWNER(S)OF PROPERTY:
Name:,! �� SCTM#1000- �S— Oq _ t?
Project Address:
Phone#:(0�.4b—�'� — �` Email:
Mailing Address:
CONTACT PERSON:
Name:
Mailing Address:T c) 6c*K, Q-9 j I q.6?
Phone#:
DESIGN PROFESSIONAL INFORMATION: '
Name: "
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
am t &� .�. b -_�'`
Mailing Address: ;
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other x2q, q/_ inl d $
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? s ❑No
1
--.
PROPERTY INFORMATION`
Y
Existing use of property Intended use ofp opertyr
Zone or use district in which
premises is situated: Are there any co eiiants and restrictions with respect to
this property Yes®No IF YES,PROVIDE A COPY.
D Check Box After Reading: The ownii/contractor%design professional is res `
a P ponsitii, for"a mage and storm water issues as provided by
Chapter 236 of the Town Code.APPLICATION i5 HEREBY MADEto the Building Department for the issu d a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and otherappGcable Laws.OrdinantesRetulations,for the construction of buildings,
additions,alterations or for removal or demoiitkin,as h6ein described:The applicant agrees to oompall applicable laws,ordinances,building code,
housing code and regulations and to admit authoraed;tadp'eitors an premises and In buddinglsl far. inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to5teoq 210.45 of the New York State penal Law.?
Application Submitted By_(prin name):,- , � f" �,i �t C�1: �QAuthorized Agent Downer
Signature of Applicant: . Date: y#
CONNIE D.BUNCH
Notary Public,State of New.York
STATE OF NEW YORK} No.01 BU6185050
SS: Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14;2
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
-,(Contractor,Agent,Corporate Officer;etc:)
of said owner or owners,and is duly authorized to perform or have performed tie said work and to make and file this
application;that all statements contained In this application are true to the best:of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file'.therewith.
Sworn before me this
4h,.
Q�
c0 day of 20,S;� (
Notary Public
PROPERTY OWNER AUTHORIZATION
{Where the applicant is not the owner)
r'Zac Rerser residing at 355 3ur7r/1er .bane, S3u rtsid, �!7'J!9 7!
fir.. .
do hereby.authorize -JIM[Per-Z`---eNa40 to apply on
my behalf to the Town of Southold Building Department far approval as described herein.
•RCiI<l�i'fiLt�ul ,�'.�11�$�i��
Owner's Signature Date
iZacha, Reser
Print Owner's Name
Z a;
�OSUFEp��.c® BUILDING DEPARTMENT-Electrical Inspector
may® Gym► TOWN OF SOUTHOLD
c 1_ r Town H' Annex- 54375 Main Road - PO Box 1179
o • ` » r outhold, New York 11971-0959
Q plep one (631) 765-1802 - FAX (631) 765-9502
APS roq �a s Idtownny qov seand(a-Dsoutholdtownny.gov
BUILDING DEPT
APPLI�i��"P�'POR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 4/14/22
Company Name: REP Electric LLC
Electrician's Name: Robert E Paladino
License No.: 46288ME Elec. email:REPelectric1 @gmail.com
Elec. Phone No: 631-767-6034 211 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 635 Mattituck, NY 11952
JOB SITE INFORMATION (All Information Required)
Name: Antona
Address: 355 Summer Lane
Cross Street: Cedar Dr
Phone No.:
Bldg.Permit#: 47241 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
New pool
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑✓ NO F-1 Rough In Final
Do you need a Temp Certificate?: F-1 YES 0 NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service0 Fire ReconnectOFlood ReconnectOService Reconnect DUnderground QOverhead
# Underground Laterals 1 FJ2 F1 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
EASTFND-, East End Pool King
46520 County Road 48, Unit 5
mob 106 Southold, NY 11971
P:(631)734-7600 F:(631)876-1191
631-734-7600 www.eastendpoolking.com
January 31, 2022 O C E V E
i
FEB 0 2 2022
.qL
Nancy, TOijV',;7 BUILDING DEOLD
Just wanted to change the position of the pool location for the Antona pool build.
Permit Number is 47241
Location is 355 Summer Lane, Southold.
Client has decided they would prefer the location to be on the side of the rear yard.
We will keep the pool behind the deck to be compliant.
Please let us know if you need anything else from our end.
I have included the Building permit and a revised survey.
Thankyoul
Jennifer Del Vaglio
East End Pool King
631-734-7600
CJ@eastendpoolking.com
East End Pool King Page 1
TEST HOLE DATA SURVEY OF
(TEST HOLE DUG BY NATHAN COR4VIN L.S. ON NOVEMBER 22, 2019) LOT 14
`rr
EL 35.0' 0
�J DARK BROWN LOAM OL MAP OF
Q � BROWN LOAM OL
BAYSIDE TERRACE
25' FILE No. 2034 FILED MARCH 11, 1953
10T � PALE BROWN FINE SITUATE
TO MEDIUM SAND SP BAYVIEW
C� 14•
ALE BROWN!v EL. 17 2. COARSE SAND SP TOWN O F S 0 U T H 0 L D
SUFFOLK COUNTY, NEW YORK
\ EL 4.0 I IS.C. TAX No. 1000-78-09-12
TEST WELL No.y�,1 �41T02��OE72743601 S 5 3 eOUND �.1 tee' SCALE 1"=40'
NOVEMBER 22, 2019
AP \ °
1QT
o�rp�Flo S4,6 � � N'3 AREA = 12,000 c. ft.
1°TCER TIFIED TO:
O %04 o GAIETRIE BALLI
FIDELITY NATIONAL TITLE INSURANCE COMPANY
00 1)?
1. ELEVATIONS ARE REFERENCED TO AN N-A-V.D. 1988 DATUM
a f EXISTING ELEVATIONS ARE SHOWN THUS:Hyl(
Q?, :.:•:...::.'-::.. �0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS.
p �' :• ,�/ �p 1 TANK; 8' LONG, 4'-3' WIDE. 6'-7' DEEP
/� /� �Sf (9-•::}- 2 �C 3. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
x
•3' .0 •: - .'�.; m.::;:: . � 1 POOL; 12' DEEP. B' dia.
J3 g$ $4N (�,�cJ�.:: . - OTIC ' Q �U 0• • - PROPOSED EXPANSION Pool
:..¢� 4 O'4S�"'• , ®PROPOSED LEACHING POOL
.. �... PROPOSED SEPTIC TANK
SHO A.
.....'�GJ- :Q0.
eMoN �+ =! .•iii: 4jp. "S�C 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
1CQ?,OppOC f 34.T :••' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
H c '•• a ' ARAINAGE SYSTEM CALCULATIONS:
c n
Y A/ 6 ry " DRIVEWAY AREA: 1,000 sq. ff.
jj y(. Q 1,000 sq. ft. X 0.17 = 170 cu. ft.
o 41 , ,�O �- �� 170 cu. ff. / 42.2 = 4' vertical ff. of 8' dia. leaching pool required
p' PROVIDE 0 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE
ROOF AREA: 1,450 sq. ff.
h .4' r 1,450 sq. ff. X 0.17 = 247 cu. ff.
247 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required
1Q ,?p 00,
PROVIDE (1) 8' dia. X B' high STORM DRAIN POOL
?1t t T r 1
Pte" old >s
�Nr rG' "x PREPARED IN ACCORDANCE YMN THE MINIMUM
G� V STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
aBY THE LJALS.AND APPROVED AND ADOPTED
FOR SUCH USE HY THE NEW YORK STATE LAND
TITLE ASSOCIATLCN.
- O
1�0
ti C�
`4C—+� N.Y.S. Lic. No. 50467
`( UNAUTHORIZED ALTES R ADDITION Nathan Taft Corwin III
TO THIS SURVEY A VIOLATION
ON OF
SECTION 7209 OF THE NEW YORK STATE
ED"Q'n°N' Land Surveyor
COPIES OF THIS SURVEY MAP NOT BEARING
Co
O3DO THE LANG SURVEYOR'S INKED SEAL OR
SEMBOSSED SEAL SHALL NOT BE CONSIDEM
Ury'Q TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS.
ONLY To THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
IA IS PREPARED.AND ON HIS BEHALF TO TI-IE
1 TITLE COMPANY. GOVERNMENTAL AGENCY AND rNe Surveys — Subdivisions — Site Pians — Construction Layout ,
T LENDING INSTITUTION LISTED HEREON,AND
`/ll+O/J
TO ASSIGNEES OF THE PHONE (631)727-2090 Fax (631)727-1727
�J THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT RAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jcmesport, New York 11947 Jamesport, Nen York 11947
1.PUVLANO YTOCONFORM T0 2000 NYS
UNIFORM FIRE PREVENTION AND BUILDING CODE. Y �� y.
V1AGEOFGREENPDRTCODEM017ALELECrRICCDDE57
2.POOL SHALL CONFORM TO ANSI/APSP/ICC S STANDARDS 83263.1. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY ATEMPORARY BARRIER DURING INSTALATMW
P 3-SECTION 8326.7 POOLALARM REQUIRED. SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION 8326.4.2 IS PROVIDE
n w ,F a S.POOL SHALLCOMPLY WITH BARR2020 ENERGY CONSERVATION
CONSTRUCTION
A. LTHE TOP MEN ICH AEMPORARY BARRIER SHALL BEG lEA5TA81NCRE5(1219 MM)ABOVE GRADE MEAH10.1
/IIS\V ' Y 1/1 ••l}(�/)V ,I �I(/�'IYF/`J r / w S.
� D COMPLY
WITH
ENERGYCONSUMPTIONIMANDATOBY).NCODE OF NTS SICILIAN E &1�ER ATEMPORAIIY BARRIER SHALL BE SENO®BYALOMPLYIN(
SMAL
_SECTION R403.10.1HFATERS___.____..-.___ THEDATEOFISSUANCE OFTHE BUIIDINGPERMIT FOR THE INSTALLATION ORCONSTRUCTED
_ 2.REPLACE ICH A AWAY SWIMMING
. WITHIN
PCIDQOY5 Oi THEMENT By A PFOLLOWING
A SEONR403.102 ETIMESVJRCIIES
SECHON E3'M0.CLEARCOVERS B)90 DAYS OF THE DATE OF COMMENCEMENT OF TH E INSTALLATION OR CONSTRUCHON OF THE SWIMMIN
F4] NL�P11 H&I SP•'y,, 6.Rf9AR SHALL BE 3'MIN.CLEAR EARTH.
i 7AOCAD N OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BYOTHERSAND SHALLCOMPLY PFIIA&E NT GARNER R326A2:
OF ENCLOSE POOL TO CODE. WITH ALL LOCM=DNI NG REST ALL EQU
` COPI B.ASAFETYLL COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND LMETOP OFACESA A BARRIERFROM
THE
IM POOLTHAN THE VERTICAL
LEARANC ABOVEEENT-,MFASIIItEDONTI
A � HEBOl
�A UPON COMPLETION VINYL LINER i SPAOPEPATIO SHALL BE
AWAY FROM TNN 2 INCHES
(51 MM)MEAS REDO THE
OF TWEEN._- "CESAW
� 9.SLOPE PATIO SURFACE I/4-PEA FOO7AWAY FROM POOL SHALL BE NOTGACATER THAN 21"CHES(SI MM)MEASURED ON THE SDE OF THE BAR 'CESAW
14• PROPOSED H R- VINYL LINER 1 10.BACKFILL MATERIALTO BE FREE DRAINING GRANULAR MATERIAL(NO CLAYOR LARGE RDCK5). POOL WHERE THETOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAYS IDIEIE
FORE WATERS` 17�' il-SUCTIONOUTLETS SHALL BEDESIGNED AND INSTALLED BEACCORDANCEWIIHANSI/APSPACC7. OF THE POOL STRUCTURE WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL SIL :EBARR
VINYL SWIMMING POOL rl...:= 'r__nl';IjT:.may'_ FOAM PADDING 12.ENTHAPMENTPROTECTIONREQUIREOSECRONR3265. SECTIONS R326AZ2 AND R326A 23.
p 3.500 PSI 13.POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTEDBYWHEELLOADSWITHINSIX(6) 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SN ALL NOT CONTAIN INDENTATIONS611-ka tusIoC
12• 2V�S.F. CONCRETE I FEET OF POOL WALL FROM CONSTRUCEION EQUIPMENT OR ANY OTHER LOADING CONDEMN IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS
L V ON THE POOL STRUCTURE BY EJOSTI NG OR PROPOSED ADJACENT STRUCTURES. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETYA
I I 14.NODMNG EQUIPMENT PERMITTED. HORIZDNTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORNONTAL'MEMBERS SHALL BE LOCATE
_ 15.POOLTO REMAIN PERMANEHTLT FILLED. POOL SIDE OFTHE FENCE SPACING BETWEEN VERTICAL MEMBERS SHALL NOY,EXCEED 1-3/4INCHES(44 N
iER'I 16.CONTRACT OR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE GROUTS SHALL N01
i 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 618 CARPENTER STREET,GREENPDIIr,N.Y.11944 INCHES 144 MM)IN WIDTH.
M P,REBAR IOONLY. 4.WHERETNE BARRIER IS COMPOSED OF HORRONTALAND VERTICALMEMBERS AND THE DISTANCE BETW
1•-4- MIDDLEABOT. 18.REINFORCING STEELSHALLBE INTERMEDIATE GRADEBILLETSTEELWTMA MINIMUM LAP OF 30 BAR MOR120NTAL MEMBERS IS 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL
4Z' DIAMETERS. MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WDHINTHECUTOU
CONTNUW1 CONCRETE 3/4 INCIES(b MM W WIDTH.
WALL(SEE DETAIL THIS S.MA)EIMUM MESH SIZE FOR CRAIN LINK FENCES SHALL BE A 2-1/44NCH(STMM)SQUARE UNLESS THE FEN
BENCH SEATING 'SHIFT) #4 REBAR ATTHE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN I-3/4 INCHES 144 MM).
EVERY Z O.C. 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHEI
��
- .. - GENERAL NOTES: SHALL BENOTGREATER THAN I-3/4 INCHES 144 MM).
I 2-BOTTOM 7.GATES SHALL CDMPLYWTM THE REQUIREMENTS OF SECTION R326A.2.I7MOUGH R326A.2.6ANDWTI7
MATERIAL I 1. MM ENGINEERING.P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS. REQUIREMENTS:
TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR NOR FOR THE SAFETY OF THE 71 ALL GATES SCALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GAT
PUBLIC OR CONTRACTORS EMPLOYEES.OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY AWAYFRDMTNEPOOL
OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 72.ALL GATES SHALL BE SELF4ATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(115
24• ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE IN ADDITION,IFTHE LATCH HANDLE IS LC
2. SELECT GRANULAR FILL TFMTERW.SHALL BE AS DMMED M THE REQUIREMENTS OF THE INCHES J1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELL
MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED W SECTION 2030E AND NETHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN OS RICH(12.7 MMII
CID M P LY W I T H i A 25' N.YS.O.O.T.STANDARD SPECIFICATICINS,LATEST EDITION. MM)OF THE LATCH HANDLE
TYPICAL WALL DETAIL 73.ALLTHE GATES SHALL BE SECURELY LOCKED WITH AKEY,COMBINATION OR OTHER CHILD PROOF LOOC
SCALE:314-=V]D- 3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE TARRGPALAGE7JCV HAVING ACCESSTOTHE SWIMMING POOLTHROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOTIN USE OR SUI
NEW YORK STATE & TOWN CODES JURISOICTIONAND AS A NONIMVM DEFINED IN SECTION 203 OF:ELY.SD.O.T.STANDARD S.A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED IMTTHE WALL.OR'
SPECtRCATKINS•LATEST EDITION APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326A.L1 THROUGH(R326A.16 AND ONE OFTHE FOU
SHALLBEMET:
ASREQUIRED AND CONDITIONS OF . 4. ALL FILLIBACKFLLLSHALL BE SELECT GRANULAR MAMMAL,COMPACTED TO 95%MAXIMUM la.DOORS WITH DIRERACCESS TO THE POOL THROUGH THAT WALLSIALL BE EQUIPPED WITH AN AUVRN
/�
DENSITYAT OPTIMUM MOISTURE,AS DETERMINED BY MODIREUNLESSIT PROCTOR TEST,UNLESS AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SMALL BE
I POOL PLAN _ - - OTHERKISENOTED. wITHUL2017.THE AUDIBLE ALARM SHALLACTNATE WITHIN 7 SECONDSAND SOUND CONTINUOUSLY FOR
SECONDSAFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT.ARE OPENED AND BE CAPABLEOF BEING HERE
S. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE ALL UNSUITABLE MATERIAL,SURPLUS HOUSE DURING NORMAL HOUSEHOLD ACTIVMES.THE ALARM SHALLAUTOMATICALLY RESETUNDERALLO
SCALE:1/4"=1'-0" Nom' NOTTS,- I MATERIAL AND DEBRIS SHALL BE DISPOSED OFWACCAROANCEWITH ALL LOCAL.TOWN. SYSTEM SHALL BE EQUIPPED WITH AMANUAL MEANS,SUCH ASTOUCH PAD ORSWRCH,TOIEMMRARILYI
TNI$B A NON-0MNG POOL FWASSWILLBFMON UNGSTURBEDS(BL COUNTY,STALE ANO FEDERAL LAWSAND APPLICABLE CODES. FOR A SINGLE OPENING.DEACTIVATION SHALL LAST FOR NOT MORETW W IS SECONDS,AND
I I^' AI� LALLCTJNCRETESNAILBE RA®AIA AIONOUTNK:PW2 b.DPERABLEMHNDOWSiN THE WALLOR WALLS USED ASA BARRIER SHALL HAVEA LATCHING DEVICE LOCAL
�+ D G BOARD- - -- - : '! ` ,_�� 1- ` ' 1' .'13jpµ�LLANMW �1AI4),6WANLDRDD,BT
_ .. CTT R-T , J .. -/ a/ V INCIESABOVETHEFIOOA.OPENINGS INOPERABLE WINDOWS SHALL NOTAIIOW A 44NCLfOWAETER SPH
S V V 1. 7HEOPENING WHEN THE WINDOW l5 W ITS LARGEST OPENED POSRON;AND
WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMSSHAL
OR
LJ I\/I(�IR TRUSTEES - U� I 2.OTHERY DORWOVEEiMEAACOFP PROTECTO ME TION,
SUCH
2.OTHER APPROVED ME OF PROTECTION FF SHIN AS SEIFCLSTHAN THE P OTECTI N SELF-LATCHING DEVICE
UNLAWFUL 50 LONG AS THE DEGREE OFPROTECIONAFFORDFDISNOTIESSTHAN7NEPROTECTIONAFFORDEDBYITE
�I YN i II ALUM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH
II11TL�'~4. �� �� INCHES OR MORE ABOVE THETRRESHOLD OF THE DOOR.IN DWELLINGS REQUJREO TO BE ACCESSIBLE URITIS
` WITH®UT CERTIFIGf i�E F UNITS,THE DEARIVATIONSWRCHSMALL BELOCTID481N[HESABOVE7METHRFSHOIDOFTHE DOOR
24• - rlmt-TC•UV,z 1• 9.WHERE AN ABOVEGROUND POOLSTRUCTURE IS USED ASA BARRIER,OR WHERE THE BANDER IS MOUNT
.. ". N(DIC LCV ELK.mRIE ImN ' STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN ODMPIJANCE WITH ANSVAPSPAO
_��_- .. APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4Z3 THROUGH R325AZ8.WHERETHE MFANSOF,
3'=4' OCCUPANCv E �`
PLIr/1A EDC COLS MNf STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
• ! PROAXT 91.THE UDDER O0.5TF15 STALL BE[ARABLE OF BEING SECURED,HOCKED OR REMOVEDTO PREVENTACtl
�i Cor- STEPSARE SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SM1L NOTALLDW7HE PASSAGEOFA
EOE SPHERE:OR
THROUGH
CRElf WALL _ - 6 ISTEPS 9EAl1 BE SURROUNDED BYABARNER WHICH MEEISTHE REQUIREMENTS
6' .
Il
Y ._
5 ®®®®0
-
• _ - SUCTION OUTLETSMADCALL BE DESIGNED R SnTV S OR TAU IATLON TRITON Oun wH SING
1
0118.:
. .; . ;. ...: .•. . "•II I I - .. -il`�;:_ ... .. .' ❑,rlmlwm � -suwASALITOMancvaauMaEANNR5T5TEMsoR6luLnrLESucnosouTIE-rs.wN Eo et
- I ! ® Mm tlava SHALL BE PROTECTED AGNNST USER ENTRAPMENT.
Ampo L5(ICTIONOLNLE75VWAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPS
- - - FRIAIT NLP. APSP/ICC7,WHEREAPPUAUL
GNE
•I I.- i�':-r_4 UNDISTI ED:EARTH - I_ RIKS SUCTION OUTIi7S 8126.6• .
• :• .I� - "f - � SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CRNLATIONTHROUGHOUTTHE POOLAND SPA SING
_ 2•SAND , .. 6'R4NEIOt SUCH AS AUTOMATIC VACUUM CLEANER
TAMPED QC ROILED 1 .���®��'�y�(f t SHALL BE PROTECTED AGAINST USER ENTRAPMENT. MULTIPLE SUCITON OUTLETS,WHIRLER ISOLATED 8)
■V�' f`i' ` LSULTONOUN£TSMAYSEDESIGNEDANDINSTMIEDINACCORD¢N�WRHANG/APSP/ICC?.
.8, 6• 2'-5- I LFOOLANDSpASUCTIONOUi1EIS5NALLHAVEACOVERTHATCONWRMSTOANA/ASMEA112.192,ORA
. 3 q�D ��'®�.���y R'��� _ I _ _ - (157MM BY S84 MMI DRAIN O GRATEMULTOR1ARGE0.0R AN APPROVED CHANNFLI/RAIN SYSTEM.
. ,t��e u �A::.y-1.::�:}: .3.POOLAND SPASNGIE-OR MULTINE;OURETCRNIATKIN STSIALS SIUUIBE EQUIPPED WEIHAIMOSPI
It 1 e�11i ::.Y::::':..:... SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN.THIS VACUUM RELIEF SYSTEM St
.._ . 15.Y . ONEAPPROVFD O8 ENGINEERED METHOD OFTNEIYPE SPECIFIED HEREM,AS SLILIDIMS:
' � ..�:.-::::-�:,;::•:~' LSAFTEY VACUUM RELEASE SYSTEM CONFORMING IOASMEAl121917;OR
_ •6' '1� 2.AN APPROVED GRAVITYDRAIWWESYSTEM.
LOO V!!®1 SRATA,
VATDE RF SAIDaGIAVF1
4.SINGLE
OR MULTIPLE PUMP CIRNtATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OFTHE
SECTION A-A " _- SOTHAT W�ISD WNTHROUGH THEMM MUFANIGULSY THIOUGN VFQJIUJM 861 0[IED LILBA
APPROIIE AS NOTED SCALE:1/4"=,'-0" NOTE4 OfRAINAGEPOOL DETAIL PUMPS
5.WHERE PROVIDED;VACUDIE UM PRESSURE CLEANER PETTING SHALL BE LOCATED W AN ACCESSIBLE POST!
=ALL IT9AS AND CONSTRUCTION SHALLODMPLY WITH THE 2020 _ _ 4 "gym AND NCTMORETHAN 12 INCHES BELOWJLLEL
THEMINIMUM OPEMT[ONWATERLEVORASANATTACHMD
- RMDENTLALCODE OF NYS,INCLUDINGTHE SPEOFICAnOM IN SECTION 83=6. _ '
JF 2.COMTRACEORSHALL%LOVIDE DEEP END SWIM LADDERTO CODE - SWIMMING POOLAND SPA ALARM R325.7.
DATE. �.P.# _ - - - _ - APPIKAEJUTF.A SWIMMING POOL ORSPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER
NO1E5: SHAW.BE EQUIPPED WITH AN APPROVED POOLAIARM.POOL ALARMSSHNL(OMPLY WRH ASTM F2208(ST
SPECIFICATIONS FORPOOLAWRMS),AND SMALL BE INSTALLED,USED AND MAINTAINED INACOONDANCE WI
1.UNSUITABLE MATERIAL SHALL BE RE74OVED UNDER LEACHING POOL Umm B 'MANUFACTURERS INSTRUCTIONS AND THIS SECHON.
. .LIINMUM PENETPATtON WrO VIRGN STRATA SANDAND GRAVELAND RUWLLED FIDIPIMI6:
FEE: 3� ;. BY. WITH SAND AND GRAVELTO BOTTOM OF BASIN LA MOTTLES OR SPA EQUIPPED WITH A SAFETY COVERWHICH COMPLIES WITH ASTM FIM.
NOTIFY, BUILDINGI DEPARTMENT AT 2.AS AN ALTERNATIVE TO THE DOME TOP.A FLATSLAB CAN BE SUBSTTMEJ WITH WEIR ASTMF1346.
(OTHER THAN ANOTTUBOR SPA)EQUIPPED WRIT AN AUTOMATIC POWER SAFETY[
APPROVAL OF THE ENGINEER POOL ALARMS SMALL COMPLY WITH ASTM F22M AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACO
765-1802- 8 AM Tq 4 PM FOR THE (1 M32&7.1 MULTIPLE
LRM ONSANDLAR THIS SECTION.
I 9.LOCATION OF DRAINAGE POOL TO BE DEIERMONED BY DINERS 8316.7.1OFTHEIE MM NG POOL
IF
MUST BE CAPABLE OF DETECTING BIUYATOIHE WATER N
SURFACE OFTME SWIMMING POOL IF NECESSARTTO PROVIDE DETECTION CAPABIHtt AT EVRO'POIMON'
FOLLOWING INSPECTIONS. 4.ALLDRANNAGE RM MUST BE PROVIDEDWIFHA MWMUM Z-0-COVER. SWIMMING POOL MORE=ONE POOLALARM SHALL BE PROVIDED.
FILTER ' ALAMACITYATION.POOL ALARMS
J; FOUNDATION :- T.WO REQUIRED ^`.- 5.0011J1R IS NOT REQUIRED WHEN RATEABLE MATERIAL DUSTS FOR FULL DEPM. . wFpgS®EyHDBLy E SNAl1aCTIVATE UPON DETECTING ENTRY INiDTME WATER/
..., I-'i .••I •�. _ .~ - (XTI3ARWGSIHMLBE COSI DOFSANDAND SECTION.7PROIBBITED ALARMS.THEUSE OF PERSONAL IMMERSION ALMMSSHALL NOT BE CONSTRUED AS
.. .. 1:a-TERIJ USED FOR
T' ...:Y., 6. MA
FOR 'POURED 'ONCRETE. - r CONTAINING LESS THAN FIFTEEN(15)PERCIENT FTNEBAND.&ILTAND
1'y
r
. - - _ _ .. .I - TAND CLAY FRACTIONS ARE MOTTO EXCEED(5)PERCENT. _
_ G
'SIOMMER I i I .
. TIB NP. :, � -CLAY. NO. DATE DESCRIPTION
2. ROUGH.'- FRA LING & PLUMBING N
3. INSULATION
DUALYAW IHTA1""'"
`i 3.0 STRAINER(VGBoAFETY ..I oRYWEtt CALCULATION:
4. FINAL CONSTi ACTION MUST (M'N) ACTAPPNWED OFA NB) BKUN�SH FROM POOL 70 GPM®SAN.-350
GAL.(47 CF]
D RYWELL CAPACITY.68.5 GAL_(89 CF)
BE COMPLETE F-Y, C.O. _- - -
sv4uwNG Pool ALL CONSTRUCTION SHALL MEET THE PUMP 14M UNT STRANEiREQUIREMENTS dF THE CODES OF NEW E�4P.
ALITOSMMMER YORK STATE. NOWT RESPONSIBLEFOR RETURN.NUME"
RETURN,NU/ABER OF
DESIGN OR CONSTRUCTION ERRORS. "° VAWE3PER IOU 2021HM ENGI •RI
POOLSQE NFPOOL. DUAL PAIN DRAIN WfITI HYDROSTATIC VALVE
i AND COLLECTOR TUBE � 1. P.O.BOX 814,FAST NORT)HPO
MAIN DRAIN PIPING SCHEMATIC IN GRAVEL BASE PHONE(518)478-5382 FAX Q
"°T'°�`"E BUILDING DEPT // - EMAIL-HMARNIKA@OPTOI
' NOTE l./LA'/A
DRAWING CONFORMS TO ANSI/APSP-,SUCTION ENTRAPMENT TOWN OF SOUTHOLD
--THESE PLANS.SPECIFICATIONS,&DESCRIPTION OF DESIGN INTERTARETHE WARUMENroF DEVICE AND PROVIDE Aw1DAN�COUEi _ SCHEMATIC PIPING ARRANGEMENT -
PROPRIETART INFORMATION EXCLUSIVE TO THE PROFESSIONALSERVICS RENDERED FOR THE OJENT LISTED ABOVE.THEY HOTT06GtE /P
�jl
/ O Z/���� DIRAWM BY: FRH PRO.EI
SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOATNE SAME ORSMIWL PRDIER WTMMIT
DATE: FEBRUARYw.A21 DRAW)
WBRTEN CONSENTOFTHE ENG W EER THEY SHALL REMAIN THE PROPRIETY PROPERTY OFTHE HEREIN ENGINEEROF
RECORD,WHETHER OR HOT WORK DESCRIBED WITHIN THIS DOCUMENTAND ATTAQIMENTB EARNEDTO COMPLETION.
jn!WORK IS THE COPYRIGHT PROPERTY OFTHE ENGINEER AND IS PROTECTED UNDER SECTION 202 OF THE COPYRIGHTAR. .•LAI41 A[RNTIME N auP
i
TEST HOLE DATA SURVEY OF
ecel- (TEST HOLE DUG BY NATHAN CORWIN L.S. ON NOVEMBER 22, 2019)
LOT 14
EL 35.0' .01
�J DARK BROWN LOAM OL MAP OF
o BROWN LOAM OL BAYSIDE TERRACE
-S 25• FILE No. 2034 FILED MARCH 11, 1953
�5SITUATE
-lop �C r PALE BROWN FINE
TO MEDIUM SAND SP BAYVIEW
PALE BROWN TOWN OF SOUTHOLD
Q�� G EL 172. COARSE SAND SP SUFFOLK COUNTY, NEW YORK
��� A ���� EL 4.o S.C. TAX No. 1000-78-09-12
/I 1V '-` �q /,� HIGHEST EXPECTED GROUND WATER I I 30.8' ��
4-K" 1 Y ' A 0V�+ TEST WELL No.ySrc 4102_ 722436°t S 53328.1 SCALE 1 =40
_� V' NOVEMBER 22, 2019
eQ
64 C 3 ! AREA = 12,000 sq. ft.�, F S
0.275 ac.
LQ?' 4, 0'' ods ' CERTIFIED TO:
O SCC 41
GAIETRIE BALLI
C PDoc� N�QQQ- C'�'S'004 ,f FIDELITY NATIONAL TITLE INSURANCE COMPANY(u 2�� p• /?O o ��47
X00 o b� 0' `"°' o NOTES:
O 1. ELEVATIONS ARE REFERENCED TO AN NA.V.D. 1988 DATUM
Cy �Q- :.... q � EXISTING ELEVATIONS ARE SHOWN THUS:)=
•�Qa ••• ° 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS.
'Q .l(�"''`".:�:. ,(4 a. OtjS�, 1 TANK; e' LONG, 4'-3" WIDE, 6'-7' DEEP
�St U�-•:•+: ' 2 �C 3. MINIMUM LEACHING SYSTEM FORA 3 BEDROOM HOUSE IS 300 eq ft SIDEWALL AREA.
/ OM Q° 3?3, Uk ;.. .:���hj..y.,'' •': O ` 0. 1 POOL: 12' DEEP, 8' dia.
4 �$4ry(7 1G.r..:.:• �/ �C,O• ! PROPOSED EXPANSION POOL
�r� ��' �� e •/�' ®PROPOSED LEACHING POOL
Co •i:•i:•i:Z..':•:y.r.....• OQi' 0 ,.�. C ®PROPOSED SEPTIC TANK
NC 4/ POOL 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
LQ�, CfSSpoOC N. 34.7 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
O ° DRAINAGE SYSTEM CALCULATIONS:
DRIVEWAY AREA: 1,000 sq. ft.
/P 6y1. �k j a 1,000 sq. ft. X 0.17 - 170 cu. ft.
4 N � p . ' < "y �
170 cu. ft. / 42.2 = 4' vertical ft. of 8' dia. leaching pool required
4$ `;�'' 44 2° PROVIDE () 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE
O ROOF AREA: 1,450 sq. ft.
P00/ 0 O e°" 032 1,450 sq. ft. X 0.17 = 247 cu. ft.
�J� N 247 cu. ft. / 42.2 = 6 vertical ft. of 8' dla. leaching pool required
LQ /?Q oo' PROVIDE (1) 8' dla. X 8' high STORM DRAIN POOL
P� OST 11 i
/NG °2v 9G PREPARED IN ACCORDANCE WITH THE MINIMUM
V t " n 7 STANDARDS FOR TARE SURVEYS AS ESTABLISHED
° BY THE LIALS.AND APPROVED AND ADOPTED
.' 1.! FOR SUCH USE BY THE NEW YORK STATE LAND
• , TARE ASSOCIATION.
00 t
-� r
PJ Ulf
BUILDING DEPT.
�r TOWN OF SOUTHOLD
N.Y.S. Lic. No. 50467
TO THIS SURVEY
ALTERATION TI ADDITION Nathan Taft Corwin III
70 THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
n EDUCATION
LAW. Land Surveyor
��. COPIES OF THIS SURVEY MAP NOT BEARING
S oy o n ^o^^ U
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSSI
1y�Do' b L L '4/'G/ TO BE AmVALID TRUSEALL E
COPY.NOT BE CONSIDERED
L CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS.
"'CCC = ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS.
BUILDING DEPT. IS PREPARED,AND ON HIS BEHALF TO THE
TOW:
OF SOUTHOLD TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Lays
LENDING INSTITUTION USTED HEREON,AND i
O TO THE ASSIGNEES of THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-172'",
TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamespart, New York 11947