HomeMy WebLinkAbout51099-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
"w 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#: 51099 Date: 8/21/2024
Permission is hereby granted to:
Capital V LLC Marratim.._..e C�._ � a........ ..�_ _ .. ...w.
71 15th Ave
Sea CI!ff.... 157 ...... ........_
NY..........._............_9....................... d. ........................
To: Construct an in-ground swimming pool accessory to an existing single-family dwelling
as applied for per Planning Department clearing conditions and approvals. Pool and
pool equipment require a minimum rear and side yard setback of 10 feet.
At premises located at:
Laurel Ave, Southold
1305 Lau.._...... ..... .. ..... .................... ....._ ..............................
SCTM # 473889
Sec/Block/Lot# 56.-1-1.5
Pursuant to application dated 7/3/2024 mmmm and approved by the Building Inspector.
To expire on 2/20/2026.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: �X�wwXmwwww$400.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 d�LC.: ;,llwv. ��a.ploldtwnu:r.�W�
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO, 5 1 o 9 9 Building Inspector—J JUL 3 2024
Applications and forms must be filled out in their entirety. Incomplete D E
PT-
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. TOWN
Date:07/01/24
I�
OWNER(S)OF PROPERTY:
Name:Marratime Capital V LLC SCTM#1000-cj to — 0
Project Address: ) �� Laurel Avenue, Southold, NY 11971 Lc-->T 7
Phone#:631 603 9092 Email:d narra02@gmail.com
Mailing Address:71 15th Avenue, Sea Cliff, NY 11579
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:AMP Build LLC
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
ANew Structure ❑Addition ❑Alteration CRepair ❑Demolition Estimated Cost of Project:.
DOther Inground Swimming Pool $80,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *aYes ❑No
III
1
PROPERTY INFORMATION
Existing use of property:vacant(have dwelling permit to construct) Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-80 Non-Conforming this property? *Yes LINo IF YES, PROVIDE A COPY.
i
8 Check Box After Readiang. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):AMP Architecture BAuthorized Agent ❑Owner
Signature of Applicant Date: 07/01/24
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Brooke Epperson being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Agent
(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/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
day of V 202y
Notary P is
DARCEE AUFENANGER
NOTARY PUBLIC,STATE OF NEW YORK
Registration No, 01AU001...
tR RTY OWNER AUTHORIZATION
Qualified in Sulolk Cvunty
Commission Expires January 9,202 here the applicant is not the owner)
Constantino Marra residing at 71 15th Ave, Sea Cliff, NY
I,
do hereby authorize AMP Architecture to apply on
my behalf to the Town of Southold Building Department for approval as described herein,
�� .. 07/01/24
Owner's Signature Date
Constantino Marra
Print Owner's Name
2
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-0365 I F:(631)444-0360
www.der-ny.gov
October 6, 2023
AMP Architecture PLLC
1075 Frankville Rd
Laurel, NY 11948
Re: Application ID 1-4738-00952/00005
Marratime Captial V LLC Project
705,751,2425 Laurel Ave, Southold, NY
SCTM# 1000-55-6-35,36
SCTM# 1000-56-1-1
Dear Applicant,
I have received your request to obtain a definitive determination regarding a clearing time
frame to protect the habitats of Northern long-eared bats for the development of the
subdivision.
Since the DEC has documented the summer occurrence of the Northern Long Eared Bat
(NLEB) (Myods septentriona/is),a species listed as "endangered" by both New York
State and the US Fish &Wildlife Service, within 3 miles of the project location. We have
determined that tree cutting at this location between March 1 and November 30 of any
calendar year may result in the"take"of these endangeredithreatened species ortheir habitat
within the meaning of Environmental Conservation Law(ECL) §11-535.The term "take" is
defined in part as the direct killing or injury of individual members of a protected species,
interference with critical breeding, foraging, migratory or other essential behaviors, or the
adverse modification of the species' habitat The"take"of a species listed as endangered or
threatened is prohibited in the absence of a permit from this Department issued pursuant to b
ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting
activities must be conducted at the project site between the dates of March 1 and
November 30 of any calendar year. If you have questions about the presence of protected
species on or near your property, the potential effects of activities on these species or your
responsibilities as a landowner or project sponsor under the Endangered Species
Regulations please contact the Regional Wildlife Manager at(631) 444-0310.
Sincerely
r
yu,
Ma, MacKinnon
Environmental Analyst 2
cc: AMP Architecture PLLC, Wildlife, File
De 1 f
Conservation
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OPEN SPACE PARCEL
10' ACCESSORY
SETBACK
PROP05ED SPLIT RAIL FENCE TO
° : „ BE MAINTAINED BY SOUTHOLD TOWN , EL.=28.35' �� �N 9 , �J
N12 45 40 W 1-75.00
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LOCATION MAP (D M
-7- -
YOUNO_ SCALE: NTS- - - - - - - - - - - - - - - - - - < .1 7 - - T- - - - - !- -
PROJECT LOCATION &SCOPE (n_ _ _ _ _ PROPOSED OUNITE O SITE PLAN & ZONING DATA
ILAM
-\IN-GROUND SWIMMINO I\ POOL OGENERAL NOTES
POOL EOUIPMENTgas
STRUCTURAL DESIGN CHARTPOOL PLANS & SECTION
POOL FENCE APPROX. PROP. POOL
i PROP. STONE PATIO I DRYWELL4-74 LINEAR �EET - - - - - - - - - - - - - • - -
< 8" FROM GRADE; j1,000 SFi GL 1- - . . . - - - - - - _ 4' H OH POOL FENCE AS
PER NYS GORE; PROV.
SELF-LATCHINGFRO�JE�7 �ATA :
(PROF I j PROF► 5ELF-CLO51NO GATE
4' HIGH POOL FENCE AS _ _ _ .PER NYS GORE; PROV. . _ . . � � DWELLINGSELF-LATGHINO $ COVERED PATIO
SELF-CLOSING GATE PROJECT / ZONING DATA
TAX M,4,F # loco-56-OI-01.5
zAZONING DISTRICT R-80 NON-CONFORMING
_ _ PROP. . _ _ _ ., -A � LOT AREA 0.8 ACRES
BURIEDPROPANE - - - Cl
---`--� Q LOT CLEARING - 50% MAX. AS PER 5OUTHOLD TOWN
PROPOSED DWELLING �----- -� ; - - - I -I (Tl BOARD PLANNING APPROVAL
15 NOT PART OF TH15
FILINGLOT SIZE 35,001.0 S.P.W ( _ _ _ _ ? ----- - - - -I Q 509b OP LOT REQUIRED TO REMAIN 17,500.5 S.F, oAREA OP PROPOSED CLEARING 17,421.0 S.P.
� TOTAL AREA OP LOT TO REMAIN 17,580.0 S.P.
LU
IPROP. _ - W_ ILOT COVERAGE� . - _ _ PROJECT:
3 - - - ! SOUTHOLD TOWN GODS 280-124 (B)_iI DESCRIPTION (FOOTPRINT) AREA9b LOT
0 I s w COVERAGE LAURELAVENUE
- _ - _ O STONE WALKWAY ® GRADETOTAL LOT AREA55,001.0 S.P. LOT 7
ItuU) PROPOSED DWELLING 3,271.0 S.F. C1.3%t0 FROF05FD INOROUND POOL 500.0 S.F.A�PHALTD 1305 LAUREL AVENUE
TOTAL AREA OF ALL STRUCTURES 40710 S.P. 11.630+ SOUTHOLD, N.Y. 11971
MAXIMUM LOT COVERAGE ALLOWED: 209bDRAWING TITLE:
I 50% AREA OF LOT TO ACCESSORY STRUCTURE REQUIREMENTSPROJECT LOCATION & SCOPE
rtREMAIN A5 PER ----�-
- --- — SITE PLAN & ZONING DATA
COVENANT 5OUTHOLD TOWN CODE 280-15
RESTRICTIONS DATED5TH OF MARCH 2O25 FROP05ED COMPLIES
MINIMUM SIDEYARD I0.O' 55.5' YE5 PAGE:
:1 0411 A"& 001& 0
I-15.00' MINIMUM REAR YARD 10.0' 23.8' YES
w1200 UU
PROP. IA OWTS MAX. SQUARE FOOTAGE S F 800.0 S.F. YESSITE PLAN HATCH KEY: DATE: 07/01/24 OF 2
EXISTING WATER MAINPROPOSED BUILDING ADDITIONTINOkq1. TE LAYOUT NOTES:
I. THIS IS AN ARCHITECT'S SITE PLAN $ IS5UB.IECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON TH15 51TE PLAN IS TO THE
ARCHITECT'S BEST OF KNOWLEDGE.2. INFORMATION WAS OBTAINED FROMSURVEY DATED NOVEMBER b, 2025 ANDPREPARED BY:ASSOCIATES
51 TE FLAN 400 OSTRANDER AVENUE
RIVERHEAD, N.Y. IIQOI
SCALE: 1" = 15'-0"
FOUNDATION CONCRETE, AND MASONRY
NOTES $ SFEC f I G TI ONS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC GEOGRAPHIC DESIGN GRITEi�IA
IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THI5 CON5TRUCTICN DOCUMENT ENDED APPLIE5 TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
TOGETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
5PECIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
GROUND SNOW LOAD 25 LBS a'
2. ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L 40'-0" Q
BASIC WIND SPEED 150 MPH 0
GENERAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N.
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE W
APPLICABLE BUILDING DEPARTMENT. co
4. FOOTIN65 TO REST A MIN. OF 4'-O" BELOW 6RADE, UNLE55 EXPOSURE CATEGORY B W
' J C')
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATEGORY B Q LO
STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5, WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
W C
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 WEATHERING SEVERE .� m
m3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES UNTIL F TIER OF FRAMING 15 IN PLACE.
AND AUTHORITIES HAVING JURISDICTION. FR05T LINE DEPTH 3'-O"
"i
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY . FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS.
OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY N z O
5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE.
� ! � X � CU
SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES
WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. O O m '4-1
O
6. NO DEVIATIONS OR CHANGES TO TIRE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
UNLE55 APPROVED BY THE ARGHITECT/EN6INEER. DAYS OF 4,000 P.5.1., U.O.N.
II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH N Q a O a � O
'1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
BEFORE THE START OF FRAMING CLEAN
- -
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �GOMPAGTE:D p {
6P-101 ///(1) EARTH
cl. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE BRICK VENEER BE ANCHORED WITH CORROSION RESISTANT TIES -
(I) WALL TIE PER (3) 50. FT.
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE.
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12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES P. GONG. STEPS •
RESPONSIBLE FOR DEVON INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO
CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY A-101 A-101 T_, m
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. 0
TIMES. AT THE COMPLETION OF WORK., THE CONTRACTOR SHALL REMOVE ALL
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK H PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
BROOM GLEAN. WHERE EVER APPLICABLE. r ,
15. THE CONTRACTOR SHALL CARRY NORKMAN'S COMPENSATION AND GENERAL la. UNLESS OTHERN15E INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A c
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL.
AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 32'-6" 3'-6" 4'-O" � • -
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR 5ECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
COMPLETION OF PROJECT. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" pp }� W
DEEP 8 3-0 BELOW GRADE. I I�OPOSELJ POOL STRUCTURE
1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Q
ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND SWIMMING POOL 4 HOT TUB SCALE: 1/4" = 1'-0"
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) INGROUND SWIMMING POOLS, 2011)
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DE516NED AND
ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL
WHOLE OR IN PART BY ANY NEOLI6ENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015)
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A BARRIER (MINIMUM 48 IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 42'-0"
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED.
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT 40'-O"
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE
To BE SURE THEY ARE IN ACCORDANCE WITH THE DR.AWINOS, SPECIFICATIONS, 2020 NY5 RESIDENTIAL CODE.
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS, BARRIER 6ATE5, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
AUTHORIZATION OF THE ARGHITECT/E'NGINEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NYS
19 RESIDENTIAL CODE.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 I'-O" STONE COPING
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 51TE WORK
PERTAINING ARE TO BE FIELD VERIFIED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR
20. CONTRACTOR TO REMOVE $ RELOCATE A5 REQUIRED ALL EXISTIN6 WORK 2 VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DI50REPANGY,
WHICH INTERFERE5 WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING.
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65.
SPECIFICATIONS, UNLESS NOTED OTHER.IWI5E. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS.
T
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I I cr
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
GOPYR10HT PROTECTION ACT OF 141SO (AWGPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. lu
0
5. PROTECT TREES WITHIN EI6HT FEET OF THE BUILDIN6. PROPOSED X
to 1NGROUND POOL O _
Q 500 S.F. O O Z
IQ O
PO&UNTO BE �t V
I I �
STONE GAP
(4) #4 HORIZONTAL
BEAM BARS m
II II �
f \ A-101 I I A-101
DN• 4 PROJECT:
ALTERNATE VERTICAL #3 BENCH
\\\\\ AR5 TO SUPPORT EXTRA LA U R E L AV E N U E
BOND BEAM BARS
LOT 7
VERTICAL BARS# #
ALTERNATE 3 AND 4 POOL NOTES: AN NOTE: 1305 LAUREL AVENUE
6" O.G. 5FT - 01FT AREA ®0 I. POOL To BE HEATED ALL EXTERIOR DOORS AT EXISTIN6
SEE SECTION 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF
R
3. PROVIDE AUTOMATIC, COVER PERIMETER FENCING TO HAVE ALARMS
4 PLANS DEPTHS SOUTHOLD, N.Y. 11971
FO
A DRAWING TITLE_
HORIZON-AL BARS a PROPOSED 1 I NOROUM7) POOL A)"OUT PROPOSED LAYOUTS
\// #3 ® 12 CENTERS PROPOSED SECTION
4
SCALE- I/4" = I'-o° PROPOSED CONST. DETAIL
THICK WALLS
j //X\/\\\ " BROWN GOAT PAGE:
PLASTER FINISH 40'-0" TOP OF POOL WALLp-310 10 0
TOP OF POOL WALL -_-_-_-/
\\ \\ \\ ELEV. O.O'------------,GRAD;=•\\ V jE
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/\//\/
j\/j�/ '..`. Q /j\//\\ \ DATE: 07/01/24 F 2
/`UNDISTURBED�\
/ EARTH
\/\/\
/\y 1655 SLOPE;33% \\ \\ \\ \ _-_-_ SHALLOW POOL FLOOR
\//\\//\\//\\//\\//\\ 6" THICK FLOOR SECTION //�//�//� MAX. ALLOWED :. .•'• •.. .. ,.. ;' //////////// --- ELEV. -4.0' ..
FLOOR #3 BARS 12" O.G. \\ \\ \\ \\ \ \�\ \ \� \ \ \ \� \� \\ \ \ \ \\ \\ \\ \\ \
POOL DEEP END FLOOR------- //\/ GOMPAGTEDNNDISTURBED EARTH �.�'
ELEV. 'i.0' / / / / / /
//\\// \/\\/\\/\\/\\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\X0\ \\X/\\/\\/\\/\\/\\/\\/\\/\\/\\
\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\00\\/\\/\\/\\/\\/\\/\\/\\/ \ \ \ \ \ \//\//\ \ %//% %//% %//%//%//%
\/\\�\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�� \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\
\ \ \ \ .,i y rt 4er -}
\ j//j//j//j//j//'//'//j//j//j//j//j//j\�/% \ �\/\ /\/\NW\\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\
FROP05E17 r7)ETA I L I/O P- 101 FROPOSEP SECTION 1 - 1/A-101
SCALE: 5/4" = P-o" 50ALE: 1/4" = P-o"
I