HomeMy WebLinkAbout51095-Z TOWN OF SOUTHOLD
�nN BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
" 4y .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#: 51095 Date: 8/21/2024
Permission is hereby granted to:
Marratime Capital V LLC
71 15th Ave
Sea Cliff, NY 11.W579 ........_ ....... mm...mm. �... �_._ _.._._. .... .. .................
.
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:
1955 Laurel Ave, Southold
SCTM # 473889
Sec/Block/Lot# 56.-1-1.1
Pursuant to application dated 7/3/2024 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: _ $400.00
Building Inspector
Fit TOWN OF SOUTHOLD—BUILDING DEPARTMENT
a Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www Soutl101dtownnv.c-ov
Date Received
APPLICATION FOR BUILDING PERMIT
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Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an "� 7
Owner's Authorization form(Page 2)shall be completed. Og
Date:07/01/24
OWNER(S)OF PROPERTY:
Name:Marratime Capital V LLC SCTM#1000- cSLO -
Project Address: V�155 Laurel Avenue, Southold, NY 11971 LOT- �a
Phone#:631 603 9092 Email:dmarra02@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
40 New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project:
71 Other Inground Swimming Pool $80,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:vacant(have dwelling permitto 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? Ayes �No IF YES, PROVIDE A COPY.
8 Check Box After Reading: 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 210AS of the New York State Penal Law.
Application Submitted By tint name):AMP Architecture BAuthorized Agent ❑Owner
Signature of Applican . 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
20 C,
1� - .
Notary P h
DAREEE AtWNE NANi ER
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.01A00019644 F)RUPER„ry OWNER AUTIII°°101RIZA l
Qualified in Suffolk County
Commission Expires January 9,2028, (Where the applicant is not the owner)
Constantino Marra residing at 71 15th Ave, Sea Cliff, NY
I,
do herebyauthorize
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)4440365 I F:(631)4440360
www.dec.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 septentrionaft),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 endangered/threatened 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 4
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.
r
Sincerely
i4l, ( ' ,,,'
;4
Ma MacKinnon
Environmental Analyst 2
cc: AMP Architecture PLLC, Wildlife, File
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OPEN SPACE PARCEL
PROPOSED SPLIT RAIL FENCE TO
EL.=25.84' BE MAINTAINED BY SOUTHOLD TOWN EL.=22.78'
N14°35'10"W 215.Q5' �0�°`"
' p�'i •
. _ . . . . . . . . . . _ _ . _ . _ _ _ . _ . . . . . . . _ . _ _ . . . _ . . . - . . . / LOOATION MAP U
SCALE: NTS
_ - _ _ � . _ _ . . _ . . A . _ _ - _ _ - _ - - - w _ _ "
_ . _ _ _ _ . . _ . _ _ _
`50% AREA`OF LOT TO-REMAIN AS`
OE <E� : U c
L /� �� I - - PER COVENANT- $ RESTRICTIONS- - - - /
PROP. STONE PATIO _ �\ .DATED STH_ O� MARCH.2023 C�-OO I .00 PROJECT LOCATION & SCOPE Q
J 7---1 u
. . \\\\\\\\\\ . . . . . . _ . . . . . . . _ �
< 8 FROM GRADE; ` I Ilk
I,000 SF I . _ 23.2' ' PROPOSED GUNITE SITE PLAN & ZONING DATA
IN-GROUND SWIMMING
3 i PROP. POOL Q
" POOL DRYWELL " - - _ - - N �t— I O .00 PROPOSED LAYOUTS
POOL ECRU I PMENT ` - - ?Il f - - ` ` - - - - - ` - " - ` - \ry'
PROPOSED SECTION
1 L
/PRo� I - - " - - - - - - - - - PROPOSED CONST. DETAIL
1
- - - - _ .
p _ I �`� . . _ . . . _ ,. .
4' HIGH POOL FENCE AS
i
PER NYS GODS; PROV. - - - GL I _ _ _ � " - _
SELF-LATCHING _ I / FR0�E�T �ATA :
SELF-CLOSINO OATS I I y " - - -
PROP. L/J
` `BURIED
" PROPANE _ - _ a, . " � PROJECT / ZONING DATA
TAX MAP # 1000-56-0 I-O I.I
ZONING DISTRICT R-80 NON-CONFORMING
APPROX. 500
LINEAR FEET OF I _ '
/1jU LOT AREA 0.8 ACRES
POOL FENCE - - f PROPOSED DWELLING ________�� - - - - - - - / w
_ 1 NOT PART OF TH(S _ _
F I L I NO _ - BOARD LOT EPLAINO NNI NG APPROVAL
PER SOUTHOLD TOWN
PROP.I " i LOT SIZE 36,5d15.0 5.F. z
Lu
50% OF LOT REQUIRED TO REMAIN 18,2g7.5 5.F. U
AREA OF PROPOSED CLEARING 18,25q.0 5.F. ail
PROP. STONE - . - - - - - /
Q Q — I I TOTAL AREA OF LOT TO REMAIN 18336.0 5.F.
J LU --I I I WALKWAY ® GRADE
O � Lij
3 - - - - l`:• I I - - - - / LOT COVERAGE
Q — o I I PROPOSED _ _ _ PROJECT:
PROP. IA OWTS ASPHALT SOUTHOLD TOWN CODE 280-14
1 lua DRIVEWAY LAUREL AVENUE
v _ /1!J DESCRIPTION (FOOTPRINT) AREA COVERAGE
> — b,
TOTAL LOT AREA 36,5a5.0 S.F. LOT 3
i i—v�, PROP05ED DWELLING 4,266.0 S.F. 11.79b
_ _-—— — ---- p -
I 10
�� PROPOSED INGROUND POOL 800.0 S.F. 2.2%
I I� 1955 LAUREL AVENUE
` ` - ` " 10- iQ -__._ / tl 1 TOTAL AREA OF ALL STRUCTURES 5066.0 5.F. 13.8Y SOUTHOLD N.Y. 11971
I� Ip V
` ` I _ µ _ - ` II I p MAXIMUM LOT COVERAGE ALLOWED: 20%
- DRAWING TITLE:
. . . _ . . _ _ . .
_ _ _ _ _ _ _ I I _ PROJECT LOCATION &SCOPE
ACCESSORY STRUCTURE REQUIREMENTS
- - - - - - - - - - _---
O _ _ _ _ _ _ SITE PLAN & ZONING DATA
SOUTHOLD TOWN CODE 4 TOWN BOARD REGULATIONS
m �
51�.23'
r I I IN-GROUND POOL REa. PROP05ED COMPLIES
PAGE:
MINIMUM SIDE YARD 10.0 4a.1 YES
JON& Aft, 0
—
EL.=24.38' EL.=25.a5' MINIMUM REAR YARD 10.0' 26.0' YE5 w0 %
b b
SITE PLAN HATCH KEY: DATE: 07/01/24 1 OF 2
EXISTINO WATER MAIN PROP05ED BUILDING ADDITION
L A U R E L A E N U E
SITE LAYOUT NOTES:
I. THIS 15 AN ARCHITECT'S 51TE PLAN 4 15
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN 15 TO THE
ARCHITECT'S BEST OF KNOWLEDGE.
2. INFORMATION WAS OBTAINED FROM
SURVEY DATED NOVEMBER 6, 2025 AND
PREPARED BY:
PROPPROPOSED S I T AN YOUNG ASSOCIATES
RIV OSTRANDE.1 AVENUE
RIVERHEAD N.Y. IIg01
SCALE: 1" = 15'-0" f;l: t4,.-• ,
FOUNDATION. CONCRETE, AND MASONRY
NOTES $ SPEC 1 F I GATI ON5 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT CLIMATIC $ OEOORAPHIC DE51ON CRITERIA
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 41'-8"
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
GROUND SNOW LOAD 25 LBS O..
2. ALL FOOTINC75 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 40'_0: Q
GENERAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. BA510 WIND SPEED 150 MPH 0
1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE
uj
APPLICABLE BUILDING DEPARTMENT. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS
EXPOSURE CATEGORY B J co
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED " ' ° cy)
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATEGORY B +� (V
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Q
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS WEATHERING SEVERE O
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GODE5 UNTIL 151 TIER OF FRAMING 15 IN PLACE. _-
AND AUTHORITIES HAVING JURISDICTION. O
FROST LINE DEPTH 3'-O"
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 1• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. •i 0Z >' (.0
Z 0
OF THE OWNER./BUILDER 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED TERMITE MODERATE TO HEAVY 0 nl
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. .cz ,
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES c j 2 X � CV
WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE C-003. O 8, O 0 •-
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 28 0 m �
UNLE55 APPROVED BY THE ARCHITECT/ENCINEER.
DAYS OF 4,000 P.S.I., U.O.N. ; N Q (c
-1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q ! O d
BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER /
I2. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. GLEAN J 0
5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. GPI lol COMPACTED '
15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - EARTH tv
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE (1) WALL TIE PER (5) 50. FT.
10. OWNER.SUILDER ARE REBPON51BLE 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. \\
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. V
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN
PERM155ION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINI5H GRADE.
12. THE ARCHITECT 15 NOT RETAINED FOR. SUPERVISION OF THE WORK AND 15 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/ENOINEER. NO P. GONG. STEPS
CONCRETE SHALL BE PLACED ON FROZEN SURFACES. -\
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I-I \ I-I W
17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY A-101 - A-I01 LiJ
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ENGINEER.
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
BROOM GLEAN. WHERE EVER APPLICABLE.
77 .
15. THE: CONTRACTOR SHALL CARRY WOR.KMAN'5 COMPENSATION AND GENERAL le-1. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN6-55 ARE TO BE A
U
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 6x6 10/10 WELDED WIRE REINFORCING.
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 4'-O" •THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
COMPLETION OF PROJECT. AS IN SOLID Q SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" I `
DEEP E 3'-0" BELOW GRADE. �'RCF05ED FOOL STRUCTURE w
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, Q
ARCHITECT/ENGINEER, AND THEIR ACENT5 AND EMPLOYEES FROM AND SWIMMING POOL 3 HOT TUB 5GALE: I/4" = 1'-0-1AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 1. IN-GROUND POOLS SHALL BE ME51ONED AND CONSTRUCTED IN CONFORMANCE
ATTORNEYS FEES ARI51N6 OUT OF OR RE:5ULTIN6 FROM THE PERFORMANCE OF WITH AN51AP5P/I00 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INGROUND SWIMMING POOL5, 2011)
15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, 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 L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH AN5IAPSP/I00 6 (AMERICAN NATIONAL
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM 5PA5, 2013)
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY
EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY
BE LIABLE REOAR171LE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. 42'_0"
BUT NOT LIMITED TO FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLACING 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
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
11
TO BE SURE THEY ARE IN ACCORDANCE INITH THE DRAWINGS,SPECIFICATIONS, 2020 NY5 RESIDENTIAL CODE. -0
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
AUTHORIZATION OF THE ARCHITECT/ENGINEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NYS
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE.
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SITE WORK I'-0" STONE COPING
PERTAINING ARE TO BE FIELD VERIFIED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR
20. CONTRACTOR TO REMOVE: d RELOCATE AS REQUIRED ALL EXISTING WORK 2 VERIFY ALL 61VEN DATA ON DRAWING5. IF THERE 15 A DISCREPANCY,
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE: MANNER. RECEIVE CLARIFICATION FROM ARCHIT•ECT/ENGINEER PRIOR TO PROCEEDING.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S
SPEGIFIGATIONS, UNLE55 NOTED OTHERWISE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. I
STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING
22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS.
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I -
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
GOPYRI6HT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. Q
to
0- PROPOSED
Q INOROUND OOL
500 S .
F I O O Z
I �
C)
-PO�T�BE-"/
STONE GAP
(4) #4 HORIZONTAL
fBEAM BARS 2:12 I m a
I Al-101 I A-lot PROJECT:
ALTERNATE VERTICAL #3
r DN. �
\ -BARS TO SUPPORT EXTRA BENCH
\`//\` LAUREL AVENUE
BOND BEAM BARS
LOT 3
VERTICAL BARS# #
�ALTERNATE 3 AND 4
6" O.G. 5FT - qFT AREA SEE SEE SECTION POOL NOTES: LAN NOTE: 1955 LAUREL AVENUE P
I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING
8 PLANS FOR 2. POOL TO HAVE SALT GENERATOR DWELLIN6 WITHIN BOUNDARIES OF SOUTHOLD, N.Y. 11971
DEPTHS 3. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS
DRAWING TITLE:
HORIZONTAL BARS
FROFCSEE�) INOROUNI7 FOOL LAYOUT
PROPOSED LAYOUTS
3 ® 12" CENTERS } SCALE: I/4" = I'-o" PROPOSED SECTION
�\\`� PROPOSED CONST. DETAIL
/ THICK WALLS
BROWN GOAT PAGE:
TOP OF POOL WALL
/\\ \ PLASTER FINISH ---------- 40'-O ----- ------- kA OL E it
*410% AM j0WA A Asir& 0
or, ork
-
TOP OF POOL WALL ELEV. O.O' _
ELEV. O.O' GRADE; \ ' = �' GRADE NAIF ■
\j\\j\
\\/� 15TUR\\/\ \\j\\j\\\j\;`• j DATE: 07/01/24 2 OF 2
UNDISTURBED' / // // / ,.. •/ / / /
/ EARTH // \\ \\ \\ \
Y \�, \�. �\ \\ /\/\/\/\ 16% SLOPE;33% ------
Y\/\/\/�/\/ ELEV. -4.0
/ / / / / / / // // // MAX. ALLOWED /\\�\\j\\�\\ SHALLOW POOL FLOOR
/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\\�\\ \` \� FLOOR K 5 BARS E2'T O.G. /\//\//\//\ . . \/\/\/j\//\/j\/j\/j\/j\j\/j\/%\/j\/j\/j\/%\/j\/j\/j\/��/Y/��\��\�
//\//\ POOL DEEP END FLOOR------- / // // /\//� / \/\//\//\//\//\\//\//\\//\//\//\//\///\//\//\//\//\//\//\//\\//\//\//\//\/////\//\///// GOMPACTEDNNDISTiJRBED EARTH
ELEV. --(.0' / /
\\/\\/\ \ \\i/\\//\\ /\\//\\// \//\\ \ \\//\\//\\//\\//\\ \\ \\ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\
/ // // //
/ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
////`///////////// /\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\//\//\///\//\// //\/// // // // // // //�//�//�//�//\///�//�//�//�///////////////// e a �•
FROFOSEI ) DETAIL I/OF-1 O 1 FROFCSEI�) SECTION 1 - 1/A-1 O 1
SCALE: 5/4" = 1'-0"
SCALE: I/4" = I'-O"