HomeMy WebLinkAbout52141-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#: 52141 Date: 08/01/2025
Permission is hereby granted to:
46770 Rt 48 LLC
127 Stirling Ave
Greenport, NY 11944
To:.
Install two(2)signs, one free standing and one wall sign,to an existing business(Peconic Marine) as
applied forper planning approval. Free standingsigns must be located 15 feetfromthe pavementof5
feet from the sidewalk,whichever is greater.
Premises Located at:
46770 CR 48, Southold, NY 11971
SCTM# 55.-5-9.1
Pursuant to application dated 07/03/2025 and approved by the Building Inspector„
To expire on 08/01/2027.
Contractors:
Required Inspections:
BUILDING SITE INSPECTION ,
Fees:
SIGNS $200.00
Total $200.00
Building Inspector
m* N TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1171- 5
r`w Telephone (631) 765-1802 Fax (631) 765-9502 htt s.HyA .southold ak E 0 V E
APPLICATION FOR SIGN PERMITU U 2025
Fee: $100 per sign
Date: Permit#: 5a Building Department
of SoElthUld
SCTM# 1000- -- Zone District: wl
Type of Sign(s): VGround ❑ Roof VWall ❑ Other:
Business Name: c. ct. S Or Applicant: �
� f C G 1
m
Property Owner Name j-Oe Phone #: �3 t _ I-{ 1 - 33 (o8
Sign Property Location: 14077D ' ou4t, y t 6&,Ig6e,w 2. 4nJ 6060015oAidd
Mailing Address 0' 1A ct I eels { Email address:ref`6j*j o j e i G V)1 174e'
The following items are required along with the completed application:
• Survey or accurate plot plan showing location of existing and proposed sign(s), building width facing streets.
f Colored drawings with sizes and types of material of proposed sign(s), or photos of existing signs.
• $100.00 Fee per sign
Signs cannot be installed until the applicant receives a sign permit application approved and signed by the Building
Inspector. After the sign(s) have been installed, the applicant shall request an inspection by the Building Inspector.
STATE OF NEW YORK)
COUNTY OF
{ }Applicant { }Agent for applicant, h ee y t itionYregulations
equirements of Article XIX SIGNS of
the Zoning Code of the Town of So vt cabl n pertaining to such signs.
(Signature of Applicant)
Sworn before me this
day of �_, Z0 1
�,bII
N� 4xC`�L�GY'li'Eri
NOTARY PUBLIC,STATE OF NEW YORK
NO.01OW63om
rn1-LA LIFIED IN SUFFOLK CC111NTY
Office Use Only COMMISSION EXPIRES JUNE30,Il��p
Examined: - Approved: 1 5
Disapprove a/c:
Building Inspector:
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DOOR OR WINOCIKI ",.'",»• ,p^,° �� / oemineyoungenglneering can
rs1 �*tu::R e�ae'!."¢.: + L^,•, TOYlN OF SOUTHOLD ,;.�"".,. ":"."."-+ ,w,n,ua"` w f, rrn,e,...« .�""'� "� O�t17q L'GOu�IC�4 SOLVETr
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yx 'rro ,W - v N INLET ADAPT-ER 45 HEALTH DEPARTMENT USE
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CONNECT 3'FVC'VCN9'N pC.rFsD.RId ~" .w'"x ;^' A^'.'
v�,'aNr SEE-
TO DETAIL FOR "+,r t1v'' '+°"L" ^M"P:" I"pf5€ Approval for Construction Other Than Single Family
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a O{»,_....�.rs"cot-mo-.,.�.�...,e MYwf T)pW a' Yrrp .,..... WA�dntTA9n:Fd. :mow C23-00 Design Elow 360 GPD
x_ yi Re.erence o PROJIDEAIR acts r0 ;[� ., „ .. y�Y Dom ^r„* Cyr vr..^. ,bra'. a I ....-, a S ,w U:c(s) _N Y Rantmtl P:9ttwre99i#
„PJ`' y'5,.•"'� pp.gm �,uµ[, ;y?rt °„'",,.., ...,.,u... mnrN These plans Save been revrewred for genera.conformance oath Suflol:
soD GAL,VA owe + ;""� ..+" �r""• v. -JAaIn a "' Itl A,ewpwr;l
MDL eeN3 1F,S a'FUJICLEP,N q",A' 6y„ry p7A County Department of licahh SDrvmrs standards,relAung 10 Ma1tT
r .: s9'r'V'E•' +X .ink ' supply and see"agc disposal Regardless of any �oaisimrs.
'DSZDA" e'xAl'F r+lN.-o'" "" " 5S n s um"� w w inconsistencies or lack of deml: construction is required to be m
'e Vl" "A.Ucw": ,GW Y m�a r,x., M6Ue5 ryPt 4 "" fiFaS"SERVIce ..,mea.mb.n.r..uuwu.nee.,m.V aw H +w app ca*• �e somws accordance Acnh the permit conditions and b:e
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HYDRAULIC PROFILP zr zu on n# „ A +� q ,1/ " rarnx ^:.. a s,, expdrr* IDrA rs dowm the awpswrAq v153r,nrnkrr.raeP,ndaAp asn rcrrR umcd.
pr,.. �_� vw„ W "'" r'y ,, ax6 J OtiY.RmAtP39'Pp JTAi%+ e+.«, ,u fr yl� DJD om�lm�re.�.=rssnlae Approval Dale �..rrA .
9 ✓
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SANITARY LFJ+LHIKa PAL AA 5TL'fb ARtl �' n" "✓ 0 is m
DaA 3a^"EdgW y A0 G' ,w. nA Im Ov 1
a+ Ghd CRITERIA d CALCULATIONS
� Ai,n e�^'Iry, ��
Ty „• _ A=AREAOFTRIBUTARY(SF.)R=RAINFALL FT.)C=COEFFICIENTOFRUNOFF
D' .oweta xem.y.mU
K dpwNµ pRT A), M W.F Ap �'„.-,r^ a �^ wwum,a.e awne. NOTE
DESIGN CRITERIA 6 CALCULATIONS NAVY Dim'AIM ?a rnrv✓A''"mN'�v " „n.. aI Ns' J, �.,: Gnu,rx ¢ „�...;.^-"' '`'��'" '� _��� a.».
,_..,SANITARY DESI covEe ro bRADE a k Iaa "" p+,,Ys :1 ✓"*, �, eID HscHEsr EtaECTED zaouND WATER EL=ro.
—^^"*^^^"•�— LOOKING CAST AR¢a9t• _'19R PkEANk IN'E sue 5'I'y,^piOr ce�D `yJyy zeX;IDm LM?l .. s � wm m"-t 6 TEST HOLE DATA
5EWA6E DESIGN CRITERIA A[bAt'+ON+ATcR..,.d b +„_ 'jpp: :.'�"$ �9fE AE i I�`m' "la" EKG m M,DON UJ&EZ SCIENCE rt �" " AGE PIPES ARE I5'DIAMETER HDPE.
GROUND WATER MANAGEMENTZONE =IV(600 GPD/AC) TETr TM k ~ .ae�..rc..+wd.wa ASPHAALL LT CONC6 ALLOWABLE DENSITY-OE522 AC P 500 FAD/AC -511BRD � ML9�,, ,�,,,„,` f �1 � ��, J p'Mp m �'q co-kNE„✓ ��A��� ��4� A 0�0 DVOLUME
E
WATER
p m REQUIRE
ffI tt1m,f,A sF.,2nz.]o e96 C.F.
NRR ,1,),L,P,; ].p' ROOF:2,M95F,x L12x1.0 =442 CF.
DENSITY CALCULATION r. 5FP ,R yu"✓wl4'6 �IY^E41fIG T"' LAWN 1,ee15 F..2/12-0
w 'P-A, a1 "fr,..,:^..,, ME
V'Cr',, +.. ry..a w�I sw 2 D TOTAL REQUIRED 1369 CF.
TOTAL DENSITY 3606PD rr tw� n34 \ 0� USE:PRO LEEDNING FIELD
RETAIL 2.6510EE0.B.04WSF BO GPD a �,. .tl'^pryA pC1r5 P"!G yD 6'€w'1h.A0 T`' '-^ 9ID "C'' S,rm
PAT.NO
5TOPA6E],o00 SFC 0.04 WD/SF 2B06PD Zt b ti
DESIGN CALCULATION 'e p uack.1d J � � 1 ---•--�* CAST artDl+FRAME.COVER USE:LEU5 FIELD#t
% )� ^ ^ °" w,.7! "w TM\VI "� +; �,... rNr 16A `"4. 1� 140 J+L '" PPROVED EOJAL (3)Po .....4 =1A31 Cf.
»2Bo 6PD 111 OM aR�N '9 1V 1N •Y�".. 0 '• M,,� A fi tl y ,. ,. Ih Awrvwmt mm » w.7"y k ROOF:139r SF..2/Ix x 151 5F
a ols to 03A xT DEEP
r-n
TOTAL DENsrn 360 GPD ^` RaYt+m q. ,,. PIPr0' '47x N 4000 P51 PRECAST CONCRETE Q LT/C"." •••
STOP 6E T.OW SF E10.0q 6Pp/5F M r „ UIRED VOLUME
RETAIL 2 6510E e 003 Wp/SF 60 GPD I6 6' ,BLIt4,DYb'J+. "F' [ru rtgo 0 233 C.F.
SOA'
6 �Vx"'.'. b + A .. '"'-GCpF.A.f^NF6,BT'�A�OLKHALT/CONC:2,B305F.x2/IZxJO 472 U.
SYSTEM DESIGN rY;,�".3d:"A {„ N 4 Y LAWN:L224 5 F„x znz x 010 -2D CF.
p Ilpp� &, Bp�� µ �p.'� x 1O DI CIA D P ^I/�I" N.✓ ' '1t r L " m 9dP' ,. �_ OR APP OVm FAUPL, TOTAL REQUIRED 725 If.
fSALPRO—oV.UUME
PROVIDED OWTS GPACITV -500 GPD »!_, "�.�1'. ""„'"_._ (!4b IL+`fir a/ Ill T '„(I ¢�I b {Iq� (2)POOLS 10'DIA.6'#2
REQUIRED OWT5 CAPACITY =3fi0GPD 311 NI � �' �'µn�16n3y, V2 �mm ^— "`w.,.,„ yAh4r 'PIPE US� A �6mDEEP
ILE CHING REQUIRED=360 WD I L5 RD/SF -240 SF5WA Sis ��B21 CF
LEACHINGPROVIDED-10 DLA,xm'DEEP POa =314 SFSWA "��P^^��^^ y*" ,n-y7i y'" ,C"+`;`,µ: """"'�" '"'_` 11"a,'i x ..Pit,4w rw."..ry -. ,^. ... TRAFFIC SEARAN, ILRETC
lw
k� i Yy7d 'wry �` taAV q d OR AF'PR r'SUFF LKCIE ASPNI REQUIRED
44]SF,x 2/12
AM1b%PJ , s'FIL'uf L3r%' IDdBvV #3 NOTIf tiA"
VED
b'PENETRATION INTO A VIREIN M ab D d1Y f/^" 32 CF.
ST¢ATA OF SAND a GRAVEL • ," r- ROOF: 93 SF 2/12 ]0 5
OO
' tl dAA 1D� TSN+OB X !A LID _T5 CF.
_ w w,�.W....
LAVVN:
a {{ K CE
5 }9 1 $F 4 STONEBLENN:A93 S F.x 2/12x IA -10B2 C.P.
SANITARY LEAGHIN&POOL E, .M, k .' v"'„ RE 1p1� a� rr p� �"'�b•"' TOTAL REQUIRED 212,oTp 1.6W C.F.
4000 P51 PRECAST CONCRETE PROVIDED VOLUME
Fap�.- '•-Ev'.x A'E MF6,BY SUTOLK USE.LEACNI FIELD#3
NOTES TeA, ' °,.. 1An 1 S N! Iw-E,'S¢EYSf OR APPROVED EQUAL, ('4•')W,NyM G0 DaH..M.a'DEEP 1,916 CF.
15 OA-5 SHALL EE YODEL LEN-5 MAN1r ACT,RrJ'DY rUJICLCAN USA
= 3WIr D 111 d rhD.0,11Arin'„.
i v-DES 5\ENE NEE¢FUJ ILEA\USA REPR__V-V=AND SGD-S REPr�PEI..ATIVE5 SHALL 055¢✓ T'S ItErA'-LATION OF rI•E B^Y 'p N,A`E'XTIU
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aY w,' ".r"' D2f hxsad rH"r ao+oLa y,R usG' y q, •q ENGINEER'S CERTIFICATION
TH_SY5TEM`T4¢T LP WILL eE CiCM_EEC LmL THE DIRELY SUPERVISION OF A FAJIGLEAN L5A¢E-R_5ENT.ATIVC „ 7d^'R In;. )A) Jd W, _..yp ( 3N P 'R f "y' � Z HEREBY CERTIFY THAT THE WATER SNMPL"e"�:SyI.M'fiP/'4M i{W'^AF':p39M(AB+M.
+, uvS'k=,WB AG T'
_ _ _ �Cyy 4000 P5I PRECAST LONLRRL
xLM1 } w ra EAR,TT{M'SLAB YL'su-AS
SYSTE4 AN E%ECLITED OPERA-ION AND YAINiENANCE CO\ALT e5.`EEN-H�.+A Nrl1ANLE PROV D R AV YcO�ERY OrNNER YFT 5E 4'F DIRECTION
FOR THIS PRN CA WERE DESIGNS
@ A ^ 11 1A..ZBT'SUF-OX GEFENi OF
r a " xrN N, DIRECTION BASED UPON A CAREFUL AND THO e Y `•
ea—�D TO T E Si COJNTY DEPA¢TYENT Or w•CALTN 5_¢VILCS'ECDHS)P¢lO¢TO APPROVA'_OF THE/A OnTE �.5 wwx 3D3E m "° 1591 M rr Q p�- V ^^^^�r•^^4p^^. - SITE AND GROUNDWATER CONDITIONS,ALL F Al
r�G1512AT10N 9Y SIGHS IN AGLC¢DANCS INIT.4RT LLE OF-TIE SUFFOLK LNNTY SAN TAR-CODE 3gj0' 8 ry^N P " ...n" 4 " d^ M�""'. y p� p ^ A APPROVEDD EGVAL.. CO , .ry
5.ARCHITECT TO VER FY FIN'5HED FLOOR EEVATIONso pp �Y Ib�yc. ✓+ y��Y, 1 'I. w.. y1 CONSIRUCRON STANDARDS IN EFFELTAS OF
b THCr�A¢E VL KNOPP+FRIVATE INATER SO-FLY Pi s AI--IN I50'OF T3:E SUB_ECT FROFERTY 1 �tA;nJ"�0nrx J'I'U'Jt k.l ins ICth tl t�1C ✓ *, t .� r,L,Y N""'. '4 Y uu IE
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sdvrnce,to schedule mspodLon(s). c��'A""
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SURVEYOR'S CFLRTIFICATIOP'J
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cuv..l P.C.Or R.A Ger-r-A_,�• ,c'w ttk9.wa'.::"wzar Pool ONLY, MAP PREPARED FOR
L^xce;tu.t10 rvEq^^'4t 4 p+m:":P°Acs h;0ua;[ x NOT_?Jl GOVCVITS BE-NEN PANEL AND ypppp�
am,Y IV,I^RxM..y,yy..wf N.&WW,WvO"tRlr+'4A D r c'... I N S ALUT ON A N• CoN s'r u-•I. rREATMEN-TANK MUST E_5EALED TO F'REVENi " +� Y'RECAST CANLY2tZE PECONIC WATERSPORTS
PLAN VIEW O I/A OWES = - % Lb REcr rr (NY SOT s=rs+ p"e- m,Oft+s;y c5,A5As
B NRLC r;a { . wrU�LL rtv'ra{I �"uxmv4Y' w^"H #'0 For F;•.AL ArPPo VAT. SiAx C�OtiNTIRLCLT ON Frol^OAs04a �Ip,:"STAB_IZEc SOIL EASE M Southold,Town of Southold
SA5 6 O PANEL
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�_ �. Suffolk County New York
77 ALARM coFrrRo_ .,.. T'IlSIY PLAN
•ID C 8 ----:w o N r e r:L C,ti s xi,a ASPHALT PAVEMENT SECTION GRADING, DRAINAGE&5.. . ..�1
ER
a a-
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DP3aa.,a0E _ 3au D5 Lor 9"1
'O,bOHZ,15 AMA POYER SUPPLY xir TRL1T=0 NOO'O POSTS p "On STONE B END UA L"^'�4C
WMr.CAW V.G TH 6NG IN"PVC CONDUIT V°.G'+r`R? AI'C' M^UH}L�
A�VC'Y»a'tiD
^rr^ "'" r,FAPE MAP PREPARED AU6 09,2D22
9 n,. *'ra.•, ..�� ,,. :' " ✓ C+'N`C z 1Y"'"v
y6-• ipIpI A .,, InsJ1,Tm _es E`ctmin..,.r" REVISION Record of Revisions
x�.� y p� 'F ON DATE
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ING
�. ¢s I ._I a „,...v� ,,.azSnrR.e :APRxovED Ecura " f: ",+^A �q
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•'w.. ..,.��sw'�.............»».... a LMYSD'J-SPEC/ ry �IO'�1 0....�6NGAAIM
S4'L'11ON A-A Vl Eu YW'� SECTION B-B VIEW SROIIND SJE RHOH®US ^A.t;av"" ru4i6=.dA'N 'TLC PUJILIFAN a m ..... ,N»v- #awW+D 30iNGANX'R
r , h Oy^Y9"¢.SPLILE 60N ^{w"IT BILKD SOIL E-45E to
E CONTROL A,Vt SEfL-VIM AEXA,T''W.
y, AIR LINE R{3'.,w3'm I+-
z.
I/A OWT5 MDL,GEN-5 MF6.BY FUJIGLEAN USA ELECTRICAL ONE-LINE DIAGRAM CONTR 1 CRY It LLON cwxs" y
CONTROL PANEL S BLOWER STONE BLPND PAVEMENT SECTION LEACHING POOL Scale:I"= 20'
JOB NFby.'m01'P.OY',PS
SCALE I✓-5 NTS NTS DW6 POJ'B-A431S„aP3 20F5