HomeMy WebLinkAbout51380-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 51380 Date: 11/14/2024
Permission is hereby granted to:
To: 14 1 D .�0 L it
(5-1n cow NY 115415
construct accessory in-ground swimming pool as applied for.
Premises Located at:
3360 Wunneweta Rd, Cutchogue, NY 11935
SCTM# 111.41-26.2
Pursuant to application dated 09/30/2024 and approved by the Building Inspector.
To expire on 11/14/2026.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
19t-Ading Inspector
nW➢Pry
� r TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtowmiy.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only Effv
I
PERMIT NO. Building Inspeclvr: �,
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an RITIDINIGEFT.
owners Authorlxation form(Page 2)shall be completed. TOWN,.' . F
Date:
OWNER(S) 'F PR E'I T :
Name: , �r SCTM#1000-
Project"Addr' s:
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name: /Zz A"1,41A Loz
Mailing Address:
Phone#: Email:
DESIGN PROFESSIIONA!INFORMATION.
Name: ( /
Mailing Address;
w
Phone#: TEma
CONTRACTOR INFORMATION:
Nam
Mailing Addres „
Phone#: _ , Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[ether
Will the lot be re-graded? "es ❑No Will excess fill be removed from premises? ❑Yes o
1
, m
PROPERTY II IFORM "'0+1
Existing use of property: I Intended use of property:
u
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ❑No IF YES,PROVIDE A COPY.
E3 Check Box After Reading: raw f / yea iamwwaiiiiia for a wuli s o wowbumas a y
ONOW 2M of**Town*01111LARM0101,a3 to 1M ns 00POUrmt f r tIe 0 0 90ft P@M f►0w zMe
c�al We Tames d tauiHy,aW�►Votk and o w�a lswas t`I�d m geNawe ibrtfM+c�+ a�
e oe�ar for nw�po ar wn a>ehln .TAt e w 1�+p code.
ergo seiQ fo a on aeW riw 1�► w 1eonM�e
O' aw w�Hsu A awes tst of the Now Vd*3tale lsw�
Application Submitted By(print name):5,-?, ✓tl�} " l ❑Authorized Agent L�nmer
Signature of Applicant: Date:
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.01 BU6185050
SS: Qualified in Suffolk County
COUNTY.OF Commission Expires April 14,2 ba.
being duly sworn,deposes and says that(s)he is the applicant
(14ime 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 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 l �
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
SS.eSs�rs e7V �i1- �1 - 6 •a
PIPE
I �2 1 O 11 1 3 0 I I 3131,44 '
OBSERVED BY: OBSERVED BY:
_ �/PIPE / TEST PIT 1 CxIUSEPF'E ADRACsNA, RA. TE rj'�' }=I-C' 2 CsIUSEPPE ADRACsNA,RA.
20"OAK / / / UP,/ LIC. •040151 LIC.•040151
MON c� ---__ IMPROVED LOT - PUBLIC WATER 1•5UJ , / , MON. /
DIG DATE: JULY 30, 2024 DIG DATE: JUL1' 30, 2024
: �.{l'�!. . . �� . . � . . � . . ■� . . �f'. ■ � . . .�.r.: . � . . �.�. . �.� . . �,. . �■ . �� . . . . � . . �� . . . �. . . �. . . � . . �.� . . � w . � . .j� . . .�■ . . , TIME: 1:00 pm. LIME: 1:45 pm.
WEATHER: 88" MOSTLY SUNNY WEATHER: 89' MOSTLY SUNNY
■ . - 1 , /' , ,� / , , / / ,/ ♦ , START GROUND ELEv.: 54.0' START GROUND ELEV.: 64.0'
DEPTH OF PIT: ISO, DEPTH OF PIT: 19.0'
■ `\\ I 1 / / '/ 1 / / / ' ' / • GROUND WATER: NOT ENCOUNTERED GROUND WATER: NOT ENCOUNTERED
I 1 /
-1- — — — — — — — — — — — — — — — — IS OAK / / MATERIAL GLASS OF ,.�
1 r MATERIAL GLASS OF
DEPTH (FT.) DEPTH (FT.)
DESCRIPTION MATERIAL DESCRIPTION MATERIAL Q)
�\ �I / I I / / / /" : TOP SOIL I1-65 TOP SOIL 11-65 ,, Q)
t- I 1 I \ r 1 / / ,' .' ,/ r I // / / // - ? ! /♦ SILTY SAND SM 9-65 SILTY SAND SM 9-65 °A
CD
\ ` � i COARSE S AND GW CCOARSE SAND CW
t GRAVEL 6- 5W 18 OAK- /♦ GRAVEL -/ .o'
o(TO BE i:EM00 c, 'oo
N 0
ON
/ -o
\I 4k�EH /� //. w /j V� a� a co
I 'L 4\■ 1 t 1 III. ,.. K'''` I1I III I I �' p 5.0 FINE SAND 1-65 5.0' SW SAND rn
16 5
IS OAK G
a
1
,ell
/ (b / CAI)I END OF PIT ® 15. END OF PIT g 191LQ■ ,\ 1 I.' ., I I I i i i I gym' /o`. . -� —'sg I 1 , 1 / /
■ \\ + 1 ! I I I 1 + 1 , O
CAD O o
\ Z
O ■ \ 18"OAK i i ! :"I I sr ♦ - I / 1
1 11 1 I f._ , 148.0' I I I 1 i A k6 �a LIpA SQ,c J P
648
I DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC
l>I /Oa /I �67, I I ," 1' WHERE GRADE EXCEEDS 2X %OR GREATER NEEDED WITHOUT WIRE MESH SUPPORT
■ ,�„" --�' ) ' \�� \\ i" I PIPE (� l�. \ \ \`. \�\ �. � I i I oR��1rg'�6 �I� li I / 1 II i♦ -v 2�-
■ _ I _ ��� << !1 1 I I I I V �! ROADWAY WOOD POST
\.\ ATTACH FILTER FABRIC ,� -+•�
\` `� p O�.pk�,/��� 1 ;' I 1 I / I I i / y\ FILTER FABRIC SECURELY TO UPSTREAM O O
AN. \ ` R FA Y H�1 ) ',�1� J 1 J / , , ,-1
■ .// 1, 11" N �� \` \ ��'�� 'W<<`% ) > L� ��\/ o /' /' i /' SECTION A-A SIDE OF POST �PP\�I
.� , \ 1 �• 1 \ \ , , 0,. 'Y , 1, ; I \ NOTE: Flow
/ SPILLWAY USE SANDBAGS, STRAW BALES U
/ S / , / / 1 I / OR CONTINUOUS BERM OFU
OR OTHER APPROVED METHODS •'"r."" '+ .',.;:' � U
J R --1 8' / 11 1862' 1 \ / ' \ 4 ' ' i /� 1 I ' / EQUIVELENT HEIGHT TO CHANNELIZE RUNOFF TO �
A :..:•': • ,,
� ! \n s 17 q,. , BASIN AS REQUIRED. v
�( 1 , i / l , / MAXIMUM SPACING WITH
/ i , / /� SUPPLY WATER TO WASH `� :-" \
• W I 1 \ ' \� ' / 1 $ ' ' ♦ ' \\.\�\\ \ /\ 6' MAXIMUMP �SPACINIG WITHOUT
5 • O �� J I I \ l \ // \ate' �, ' ,' ,': 00'_ WHEELS IF NECESSARY / // �, \, /�/i N
o ' (�1 �' ,/ i✓ ��p/: .. f l ��_ /�.- i WIRE SUPPORT FENCE O
V. l 117 I ¢' I CID
TEFL OR WOOD POST O 0 U
�� 36' HIGH MAX. - C�
r- -, \ , , FLOW FLOW
EDGE Cat- FAV 1'''I i \�/ � r � IS OA
N I I IS"OAK / / / /I ♦ , / \ Gi \ � �� `dU Qr 'I I� 1 � FLOWbO
-
�cx
PONDING HEIGHT PONDING HEIGHT
/ / ♦ / / / \ / _J�\j(L1E� ?E�-� I 3/4' MIN. GRAIN ROCK .}.�
/ / ♦ / / / _ A ��/ /' 4 �I p\� / ,/ .Lr'- �'.. ♦ COURSE AGGREGATE •vo V) S 12' MIN. nl N
MIN. 6" THICK o FLOW 9" MAX. W
STORAGE HT. 6" 0♦ . LEG -__t_ r s• a �" / I `'�': ..� I +� Y)
,' ♦ URI D / WATEi�-" . / \ r 20 OAK _„1Q 46 / ' g1 N U
P. / PROPOSED \ ! / ' J I ' DIVERSION RIDGE , \` \\,� 12" MIN. / /\/\
/ /► - / I I } 12' MIN. \ \' \ \ ?-I Q)
/ CO
WATER MET_R-- / ;! ! I , :./: _/" I I ♦ // \ 0
/ � r/,. ' �� FUI/ ID1 \ ' I I / / l ♦ r� 50' MIN.IlA 'x6' TRENCH
♦1 \ AW, , 1, / / °0)/ I V/ WITH COMPACTED f/�l
PLAN BACKFILL ct
TRENCH DETAIL INSTALI ATION WfTHOUT TRENCHING O NOTES:
�,�' , I !/ / / / // / 11 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT O
p� l G4`C / / / ♦I TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES RI W
REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE O ~ U
\ 6F ' % // / TO TRAP SEDIMENT. PONDING EFFICIENCY. �' CLS
i -�/ Z 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE f/)
PUBLIC RIGHT-OF-WAY. �.y�
SEDIMENT WHEN NECESSARY. 9' MAXIMUM RECOMMENDED STORAGE L ✓
O! / " % iD'♦1�16'DEEP \ 3 �� / / V( �' 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHL M Q Z
LEAC:HIPYgPOOL 1L 0-48 6 / !_" WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR t• ✓
`.( 8' , ' / S � 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WALL
0 „ SEDIMENT BASIN.
IS OA NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED.
<p /• ' ;. �`� r \�, ; / / / ♦ TEMPORARY GRAVEL CONSTRUCTION
Sign & Seal:
ENTRANCE/EXIT DETAIL SILT FENCE DETAIL ED q c
scale NiS SCALE. NTS \5� R• q y/�
MON.
�.,
mil►.: I
aY ry1 \ i // �/\�w / It is a o�i n ny n.
I / fit.. \.Y unless a irk r n
�/' licensed a h-7m jc B¢f�t rrjhn ' e any
v /I ♦ �� architect nis a cQt� I�eh g chitect
� shall affix to his and the
signature and the date of such alteration,
\ notation "altered by followed by his
PPROXIMATE WATERLINE
AUTOMATIC SKIMMER AUTOMATIC SKIMMER
` and a specific description of the alteration.
0 ! 18"OAK �91
w
Architect:
� I / 1t ♦ i
SBEEFO sRE B LLONABLE SLOPE F
AFRC� f T CTU A,� e ( T PL Al l -
WMINEEMENERM1Y I , / STEEPEST ALLOWABLE SLOPE
SCALE lu = 2m'-m° 1. / W I` i \ // " • ,'/ -'�',' � 8 AFTER BREAK-1,5
O l � _
1 \ ♦ �j ♦ ,/ ,' ,' ��Q b'-0'MINIMUM DISTANCE BEFORE BREAK
MAIN DRAIN WITH HYDR05TATIG 01
0 VALVE AND COLLECTOR
I , , , /Zi DRAIN
IN&RAVEL BASE
GOVERS AND 5PAG!N&
-` ,/' Q SHALL BE V65 COMPLIANT /
\\\ ':\ \\\ `� ION. //�/ //�// SEE TYPIOL CAL SECTION � \
J,
\�\ ♦i`�- ' " �t i'/�'� SECTION THROUGH LENGTH OF SWIMMING POOL
ZONING INFORMATION ZONE: R-�-P> --`�� ADRAGI�IA
DESCRIPTION MAX/MIN PERMITTED PROPOSED DESIGNS LLG
LOT AREA 40,000 sq.ft. 13,509.05 sclft. O• 7 5� D'15 THE DISTANCE FROM THE TOP OF THE WALL DOWNWARD. A2ARCH 1 6@GMAIL.COM
4BE61N SPECIFIED STEEL AND&UNITE THICKNESS AT INDICATED V' (516)289-2461
(off POOL DEPTH NO RAISED BOND BEAM
LOT WIDTH 150.0ft. MIN. t 245' • �J D T VERTICAL 5TEEL BOND BEAM
9 A�ROXIMATE WATERLII�
LOT DEPTH 175.0ft_ MIN. ± 349' /-TOP OF POOL.WALL '� d' _—�
O'to 2'-6' 12' •4 a 12' FROST PROOF TILE Project Title:
5'-0' 12, 04.6' •4 ASTM GRADE 60 REPAR AROUND PERIMETER OF POOL
FRONT YARD IllUNNEIllETA =_>0 0' 16.1'
a. REBAR TIES HI K SPAGIPI6 MAXIMUM 3360 Wu n n e w e t a
FRONT YARD LITTLE PECONIC 50-0' S9.4 U I' S'-b' 12' •4 o 6" N
7•MIN.WALL THICKNESS
4'-0' 12' M4!6' iv
REAR YARD =�0.0' 1862 4'-b' 12• 04 a 6' -- ,
� Cutchogue NY
SIDE YARD 1E�0' 82.9' TO BUILDING 51-6' 12• •405'
13.4' TO BALCONY
FLOOR AREA MAX. AR
6,115.45 SOFT. 5,124.12 SQFT. 6'-O• 12' 04 o 5' it � ' «4 ASTM 6RADE 60 HORIZONTTICALAL
L REB
N4 ASTM GRADE 60 HORI2ANTAL REPAR
6'-6° 12' .4.9'
12• add(5)•4
L R RE
BUILDING HT_ 21/z STORIES -- 35ft 28'-9" d PAAPPLIPALLY Drawing Title:
i/7' MIX.MORTAR JOPJf a CONCRETE(1,4 MIX RATIO)
IFIRM bJ ''�' 12' `�'" SITE PLAN
LOT COVERAGE 20io 14,101.82 sq.ft. 6,202 SOFT. 8.44 qo e'-0• I2• add�s)•4 E I.
B'-6' 12' add(5)04 n 'n� `.y'
` SWIMMING POOL
MASONRY PAVER IAJITS
MAX. GROSS FLOOR AREA LOT 1: {fir > , <::s:: ;•, <..t_ I!K' rTNr�eEP
,,:N ;•..
510
5,100 SOFT. PLUS 5% OF LOT AREA IN EXCESS OF 40,000 ' ""�"z•M 1 covaz B ERTIC"ON CENTER EACHEACH WAY
:•�•i�'•.•'�:.•.•.:.�� :• •� �• ,'� 'F GONGRET7=`-�� VERTICAL REINFORGl3••IENT A5 SPECIFIED IN TABLE
STARTS AT A 1115TANGE'D'DOWN FROM THE TOP OF ' . : T'MIN.WALL THIGKNE55 Project /: Scale:
kTm�• POOL WALL. REINFORCEMENT OTHER THAN BASIC p -•- -•13,509.08 SF- - 40,000 = 33,509.08 `�
&RID NEED NOT EXTEND TO THE TOP OF THE POOL VIRGIN SOIL--.1
OIL _ •Z7, d
33,509.08 SF. x 5 0 = 1615.45 S.F. BWEETYEEBASI�DARS TO BE EQUALLY SPACED q���1TY) 1000-111-11-26.2 As Noted
5,100 + 1,615.45 = 6,115.45 SOFT. MAX
II
12'MAX. 12•MAX. ' 12'MAX, i Date: Sheet {/:
LOT COVERAGE/ BUILDING AREA: - �Povr
September 18, 2024 x of x
RESIDENCE 3180 MASONRY PAVING DETAIL TYPICAL REBAR REINFORCING DIAGRAM TYPICAL POOL WALL SECTION sheet:
REAR TERRACE 1004
M Ro�l
Hor i0 scwe
POOL 648
POOL PATIO 542
GARAGE 828 — ® � '
6,202 SOFT.