HomeMy WebLinkAbout52732-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 52732 Date: 03/09/2026
Permission is hereby granted to:
Timpone D Living Trt
360 Sigsbee Rd
Mattituck, NY 11952
To:
Construct in ground swimming pool at existing single family dwelling as applied for.
Premises Located at:
360 Sigsbee Rd, Laurel, NY 11948
SCTM# 143.-1-5
Pursuant to application dated 10/17/2025 and approved by the Building Inspector.
To expire on 03/08/2028.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector � �
CFO
44 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
$C Telephone(631) 765-1802 Fax (631) 765-9502 LiLt WyNr\v/ -_ (�WWVA nU.-9PY
'
Date Received
APPLICATION FOR BUILDING PERMIT
L-L� V-J' Li
For Office Use Only
PERMIT NO. Building Inspector:
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:
OWNER(S)OF PROPERTY:
lVame: -r'-rnJ2VV%-e- 'D 000-
Physical Address: 3UC Si
Phone#- Email: e-4.r le,�0 Q-1 0+M 6L S 6-1-7q
Mailing Address: 3&0 5 ils 10,u- Y
CONTACT PERSON:
Name: ExpleMnoo
Mailing Address: 1W "
Ilk" 4474A
out[
Phone#: 31 Email: mliyn i"I'("
— LO - -
DESIGN PROFESSIONAL INFORMATION:
Name:
+iyv -
Mailing Address:'
P C) wf t0hlobA' n"-4 10,--5 X
Phone#:5 1 53 Email. -9,10
CONTRACTOR INFORMATION:
Name:
10C L:cv�n C
Mailing Address: 1'fql ,s 9=Qlk-c '] 15 V'YA 111�-7
Phone#: -LILM � Email: S X Lor n t. I
DESCRIPTION OF PROPOSED CONSTRUCTION
ONewStructure OAddition ElAlteration DRepair E]Demolition Estimated Cost of Project:
40ther
7
Will the lot be re-graded? E]Yes 0 Will excess fill be removed from premises?' �sE]�No
ha ......
oyt kzi IOV-L)"
PROPERTY INFORMATION
Existing use of property: // A Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ONO IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/deslgn 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 bullding(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 : D ("ri jii t,( � 1� 4Authori2ed Agent ❑Owner
Signature of Applicant: Date: ;
STATE OF NEW YORK)
SS:
COUNTY OF ls'mo— )
0 L being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sig ng contract) above named,
(S)he is the —.A+A+
(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
-` J,_ day of O l'�1)WA , ZCI�.
JOANN S DEROSA PROPERTY OWNER AUTHORIZATION
NOTARY PUBLIC STATE OF NEW Y
NASSAU COUNTY here the applicant is not the owner)
LIC.#01 S16350749
COMM. EXP. 11/21/2028
/
I, ' 'I I I-rv►� "7 residing at 3Cod Jr�` lS 4 /!
do hereby authorize1� to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's NarAe
2
JOB: D25-297
SHEET: 1 OF I
MAIN ROAD SURVEY OF PROPERTY
(N.Y.S. RTE. 25) LOT 7 AS SHOWN IN
THAT CERTAIN MAP ENTITLED:
AMENDED MAP OF MAT77TUCK
PARK PROPERTIES, INC.
FILED: JANUARY 12, 1926 - MAP#: 801
N/F PATRICK NOONE -4-' SITUATE:
THOMAS NOONE SCA MAT MUCK, TOWN OF SOUTHOLD,
WILLIAM NOONE - SUFFOLK COUNTY, NEW YORK
(LOT 2)
FENCE N6922'00 140.27a END PVC FENCE S.C.T:M. 1000-143.00-01.00-005.00
CORNER PVC FENCE 0.8S -�w
WOOD/WWE FENCE _CORNER
0.5'S ONLINE E/W
FND. ONLINE 0.5N a
MOH. 0.1E 4'PVC FENCE
4' WOOD AND WIRE FENCE > GATE ar'BIROHDUSE FIND. !
3.0•E x22.8' a A C ON o POST 79.3'x MOH.
x21.8'
® CONC. y
0 0 sH o 3°' 21.8 x 4s.7 Q NOTES-
(n z ¢ aZ2
H-78 �? i a 1/2 STY. t'ER o,*, �p+� d cL N 1. PROPERTY ADDRESS: 320 SIGSBEE DRIVE, MATTITUCK, NEW YORK 11952.
4 J w o w wo 4 FR. & VNYL. b R/O 1y L WiR 5 2. LOT AREA = 7,018 SQ.FT. (0.161 ACRES).
o�
Z g 1 .0"£ 12.c DK. #320 a � WOOD � z q ¢ � Lu �,, 3. ELEVATIONS AS SHOWN HEREON ARE BASED UPON THE NORTH AMERiCAN
FFE=23.7' m PORCH °� a w VERTICAL DATUM OF 1988 (NAVD'88).
00 Q z N cxi cS ROOF ELEV.=43.8' /� 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS A PART OF THIS SURVEY.
o p o w W 5. ALL DISTANCES ARE IN US SURVEY FOOL
o �N�.IVRs,pqy� 1 Ij 0 32.3' 49.6`
2 N 3 !(;i (L N.
! 15.2' Ww ''` 21_ 6. SURVEYED ON JANUARY 12, 2026.
x x27.2 ASPHALT DRIVEWAY
O END N _j WITH BBC EDGING
(V
Z 0.3'S 'I"4 TE =Z T ro w.,,-. .v--a-- - - 'v DENNIS W. LAYTON
0.5'E x21.7' �, 0.3'S w TREE ROW 3 ro
4µ� X PROFESSIONAL LAND SURVEYOR
6'PVC FENCE SLATE P1 = E FND• CERTIFIED TO. NEW YORK LICENSE NO. 050920
END PVC PLAI. CORNER PIPE oI
} FENCE S69LGaV�»W .47
Lo'S 14D ' E �) � BRUCE CARLETON
a 4 0.3'S 0
0.4'E N/F lPPC INC � .� +�fiG
e4u"1,n-'' (LOT 8)
i 0
050920
STANDARD NOTES IAND
1. COPYRIGHT 2026 DENNIS W. LAYTON LAND SURVEYOR, P.C. 1114126
2. UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A WOLA77ON OF SECTION 7209, SUB-DIVISION 2, OF NEW
YORK STATE EDUCATION LAW.
3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE GENUINE TRUE, AND CORRECT COPIES OF THE SURVEYORS ORIGINAL WORK AND OPINION.
4. CER77FICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND DENNIS W. LAYTON
SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIA77ON OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO THE PERSONS FOR WHOM THE
BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INS77TU77ON LISTED ON THIS BOUNDARY SURVEY MAP. LAND SURVEYOR, P.C.
5. THE CER71RCATIONS HEREIN ARE NOT TRANSFERABLE
ATED. IF ANY UNDERGROUND IMPROVEMENTS OR 15 FROWEIN ROAD,SUITE E2
6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIM
ENCROACHMENTS EXtST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. DENNIS W.LAYTON
,� � CENTER MOfttCHES,NEW YORK 11934
7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED , (631)400-4777
TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS, PLAN77NG AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION.
8. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY. DWLAYTON.COM
NOTES:
1POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,
TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
2.POOL SHALL CONFORM TO ANSI/NSPI STANDARDS R326.3.1,
20' 3.SECTION R326.7 POOL ALARM REQUIRED.
4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5,
CONTINUOUS 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
CONfi.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION !
(ENTIRE PERIMETER}M COLLAR—, Y r}..;-.. COS PLY WITH R403.10:
Sj; H ALL COMES OF
SEE DETAIL THIS _ N j YORK STATE&TOWN CODES POO ECTIONER 03.0.1 HEATERS SPA ENERGY CONSUMPTION(MANDATORY).
SHEET — ( AS REQUIRE AND CONDITIONS OF SECTION R403.10.2 TIME SWITCHES
SECTION R403.103 COVERS
POOL 12' -�' SOUTHOED TO)k°IP\ZBA 7.SLOPE PATIO SURFACE 1/4"PER FOOT(MIN.)AWAY FROM POOL. I
210 I F, f SQUTHOLD TOV"tIV PtAItiNI�u BOARD 8.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS,LOCATION TO
• COMPLY WITH LOCAL ZONING REQUIREMENTS.
__-1, SOUTHOLD TO4NN TRUSTEES 9.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS).
N.Y.S.DEG 10.FILL POOL WITH WATER PRIOR TO BACKFIW NG.
11.POOLTO REMAIN PERMANENTLY FILLED,
SOUTHOLD HK 12.ALL DRAIN COVERSTO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOLAND
SPA SAFETY ACT.
BRACE I ' D 13,NO DIVING EQUIPMENT PERMITTED.
(TYP.) i 14.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL
NOTE: POOL PLAN 15.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 360 SIGSBEE ROAD,MATTITUCK,N.Y.11952
THIS IS A NOWDIVING POOL, NOT TO SCALE ONLY.
16.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,
TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC OR
CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN
ACCORDANCE WITH THIS PLAN.
17,SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W IT14 ANSI/APSP/ICC 7.
}! VIEW ACROSS CENTERUNE
OF 18.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND W OF DEEP END.
HOPPER3'-4' FlLTER
5'
PUMP MIN.SLOPE OF 1 f2-PER FOOT AWAY
FROM POOL BE 1 FOR A MINIMUM WH10'EN
ALL VERTICAL DIMENSIONS
—'•iI! 2,${TYp.} SKIMMER{Ttn.} SLOPE MAY BE if4'PER FOOT WHEN fffff�ARE TO FINISH GRAD
2' 6' 5' 7' CONCRETE DECK IS INSTALLED �. AND ARE TAKEN FROM
DUAL MAIN MAIN 1WTH LINER BEAD TRACK
2"SAND BOTTOM 3.0' STRAINER(VUB
TAMPED 8 ROLLED SAFETY ACT
{MIN.} APPROVED DRAINS)
SECTION SIMMMING POD.
POOL SCALE HAUNCH CONCRETE BACKFlLL 3•-4•
THRU TOP OF EACH VINYL LINER
BACKBRACE
GENERAL NOTE: BRACE
FlETURN. WATER :.'• ;.`i'R TOP OF MASON SAND
ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 RETURN.NLNABER OF '
RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. NOZZLES PER V -8'CONTINUOUS 'T OR POOL BASE 1
APPROVED !t lttt'f'� Z500 PSI CONCRETE r 1/2-MINIMUM(TAMP
#1 NOTED BOND BEAM 11 AND TROWEL)
f, Iti I MAIN DRAN PIPING SCHEMATIC
DATE �- B.P.M �, Ev7' NOT TO SCALE
[ r=�
1£ E B P01 ( NOTE: UNDISTURBED EARTH s
FEE BY: �-`� - ICI LAI � DRAWING CONFORMS TO ANSI/APSP-7
NOT( BUILDING DEPARTMENTAT �= IT ) } SUCTION ENTRAPMENT AVOIDANCE CODES.
01-765-1802 8AM TO 4PM FOR THE =T�O I L I I'1 ' 11
FOLLOWING INSPECTIONS: 1 �'r WALL r1NOT ACE DETAIL
I. FOUNDATION-TWO REQUIRED XUP PREPARED FOR: NOT TO SCALE
FOR POURED CONCRETE CARLETON RESIDENCE NOTES:
2. P�''_IGH—FRAMING&PLUMBING RETAIN STORM WATER RUNOFF 2.BALLPACKFILL PANELS
ARE
2"HIGTO BE SAND,GRAVELOROTHEft NON-EXPANSIVE MATERIAL
360 SIGSBEE ROAD 2.WALL PANELS ARE 42°HIGH.
3. INSULATION PURSUANT TO CHAPTER 236 3.GRAPHEX WALL PANELS ARE HIGH-STRENGTH RIGID COMPOSITE POLYMER.
4. FINAL-CONSTRUCTION MUST OF THE TOWN COOS MATTITLICK,N.Y. 11952 4.BRACES ARE LOCATED EVERY 3 TO 4 FEET AROUND ENTIRE POOL.
BE COMPLETE FOR C.O. S.C.T,.M.: 1000-143-0 05
ALL CONSTRUCTION SHALL MEET THE J �1 DATE: �oroarzo25
REQUIREMENTS OF THE CODES OF NEW ff
NOTE:YORK STATE NOT RESPONSIBLE FOR jjj HM ENGINEERING. P.C. SALE: AS SHOWN
THESE E PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED ? i fy SHEET: 10F1
ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECION 7209 OF THE NEW YORK STATE 1 C P.O.BOX 914,EAST NORTHPORT,NY 11731
EDUCATION TAW.INFRINGEMENTS WILL BE PROSECUTED, t Tel:(516)476-5392 Email:hmamika@hmengineeringpc.com RESIDENTIAL SWIMMING
Y02 Irr#—SED SEAL AND BLUE SGNArUR€ POOL PLAN
S s 2s 45;;' 3
NOTES:
1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,
TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
2.POOL SHALL CONFORM TO ANSI/NSPI STANDARDS R326.3.1.
20' ,}> 3.SECTION R326.7 POOL ALARM REQUIRED.
i COMPLY WITH ALL Ga'F =�, 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5.
CONTINUOUS •, 4. . �� 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
CONCRETE COLLAR NEW YORK STATE &TOW. 6.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION
(ENTIRE PERIMETER) AS REQUIRED ANO CON01� R403.10:
SEE DETAIL THIS SOUTHOEDT0INN�D POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY).
SHEET — — "� I SECTION R403.10.1 HEATERS
PROP03ED VINYL SOUTHOLDTOV�° SECTION R403.10.2 TIMESWITCHES
SWUMM POOL 12' SOUTHO►_ TRUE'" SECTION R COVERS
't•• 7.SLOPE PATIO SURRFACEFACE 1 1/4"PER FOOT(MIN.)AWAY FROM POOL.
I 240 S.F. , NY.S.DEC 8.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS.LOCATION TO
COMPLY WITH LOCAL ZONING REQUIREMENTS.
—— I SOUTHOLI) 9.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS).
SCHD 10.FILL POOL WITH WATER PRIOR TO BACKFILLING.
11.POOLTO REMAIN PERMANENTLY FILLED.
12.ALL DRAIN COVERSTO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND
SPA SAFETY ACT.
BRACE 13.NO DIVING EQUIPMENT PERMITTED.
(TY°•) 14.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL.
NOTE: POOL PLAN 15.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 360 SIGSBEE ROAD,MATTITUCK,N.Y.11952
THIS IS A NON-DIVING POOL. NOT TO SCALE ONLY.
16.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,
TECHNIQUES OR PROCEDURES UTILIZED BYTHE CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC OR
CONTRACTOR'S EMPLOYEES,OR FORTHE FAILURE OF THE CONTRACTOR TO CARRY OUTTHE WORK IN
ACCORDANCE WITH THIS PLAN.
17.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7.
VIEW ACROSS CENTERLINE OF HOPPER 18.NO SURCHARGE ALLOWED WITHIN W OF SHALLOW END AND 6'OF DEEP END.
3'-4" FILTER
5'
PUMP
MIN. SLOPE OF 1/2" PER FOOT AWAY
SKIMMER (TYP.) FROM POOL EDGE FOR A MINIMUM 10' ALL VERTICAL DIMENSIONS
2'1---6'---• 5' 7' 2"0 ( .) CONCRETE DECKSLOPE MAY BE IS INSTALLED
WHEN ARE TO FINISH GRADE
L.� DUAL MAIN DRAIN IMTH 30" AND ARE TAKEN FROM
2" SAND BOTTOM 3,0, STRAINER (VGB LINER BEAD TRACK
�aN��D1AT Gape TAMPED do ROLLED (MIN.) SAFETY ACT '
pp01- N APPROVED DRAINS)
g�F Fly` POOL SEC110NINGPOOL
NOT TO CONCRETE BACKFILL
: - 70 SCALE THRU TOP OF EACH 3—4 VINYL LINER
BACKBRACE
GENERAL NOTE: FILTERED WATER BRACE *.;
ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 RETURN, NUMBER OF °: •�•+'�
RESI If'it THE SPECIFICATIONS IN SECTION R326. NOZZLES VARIES PER ,.;, TOP OF MASON SAND
6 — 8 CONTINUOUS OR POOL BASE 1
FJVM DA B.P.# 5 r MAIN DRAIN PIPING SCHEMATIC BOND BEAM POOL SlZE 2,500 PSI AND
AND"ROWEL) (TAMP
OCCUPANCY OR a:a;`
NOT TO SCALE I
USE IS UNLAWFULM08U_&_DEPARTM'EAf_AT
`' ' NOTE: UNDISTURBED EARTH
DRAWING CONFORMS TO ANSI/APSP-7 l
631-765-1802 8AMTO4PMFORTHE WITHOUT CERTIFICATE SUCTION ENTRAPMENT AVOIDANCE CODES.
FOLLOWING INSPECTIONS: 0 F OCCUPANCY WALL SECTION de BRACE DETAIL
1. FOUNDATION-TWO REQUIRED PREPARED FOR: NOT TO SCALE
FOR POURED CONCRETE RETAIN STORM WATER RUNOFF
CARLETON RESIDENCE NOTES:
2. ROUGH-FRAMING&PLUMBING 1.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE MATERIAL
3. INSULATION PURSUANT TO CHAPTER 236 360 SIGSBEE ROAD 2.WALL PANELS ARE 42"HIGH.
4. FINAL-CONSTRUCTION MUST 3.GRAPHEX WALL PANELS ARE HIGH-STRENGTH RIGID COMPOSITE POLYMER.
OF THE TOWN CODE. MATTITUCK, N.Y. 11952 4.BRACES ARE LOCATED EVERY 3 TO 4 FEETAROUND ENTIRE POOL
BE COMPLETE FOR C.O. ;-_ S.C.T.M.: 1000-143-0 05
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OFTHE CODES OF NEW
fil l DATE: 1010312025
YORK STATE NOT RESPONSIBLE FOR HM ENGINEERING, P.C. SCALE: AS SHOWN
NOTE:DESIGN OR CONSTRUCTON ERRQ(
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND R HE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED v /�� SHEET' 1 OF 1
ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE �< P.O.BOX 914,EAST NORTHPORT,NY 11731
EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Vol WITH T RAISED SEAL AND BLUE SIGNATURE Tel:(516)476-5392 Email:hmarnika@hmengineeringpc.com RESIDENTIAL SWIMMING
POOL PLAN