HomeMy WebLinkAbout47033-Z �o�s� Fel�,co TOWN OF SOUTHOLD
aye BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
"o • �. SOUTHOLD, NY
y o�
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#: 47033 Date: 10/26/2021
Permission is hereby granted to:
Group For East End Inc
PO BOX 1792
Southold, NY 11971
To: construct a new replacement freestanding sign as applied for.
At premises located at:
54895 Route 25, Southold
SCTM #473889
Sec/Block/Lot# 62.-1-4
Pursuant to application dated 10/12/2021 and approved by the Building Inspector.
To expire on 4/27/2023.
Fees:
SIGN PERMIT $75.00
Total: $75.00
Building Inspector
(t
® E C E t+
OCT 1 2
BUILDING DEFT.
TOWN OF SOUT HOLD
APPLICATION FOR SIGN PERMIT
Date: 1 - 2- -t - 24 Application#
SCTM# 1000- �A - O 1 - d�" Zone District: " A VV\ L ET U S I NEss
Fee: $75.00 per Sign
Type Of Sign(s): Ground Roof[ ] Wall [ ] Other:
Applicant: k�&t S'r'i t.-J A LAN&-tib, Phone#
° tt l�lG-��@ E�cS«J1�ECV vt f�pRb
Business Name: �V-Oup `iFot2 -1-Re SarS-t' Nt?
Sign Property Location: 1546'(!7S- Mar tN. R-0^2
Property Owner: Gi 1 &X� P Fd 1145c ME AS,Et�1C)
The following items are required along with the completed application.
(1) Survey or accurate plot plan showing location of existing and proposed sign(s), building
width facing streets. U✓"A I
(2) Colored drawings with sizes and types of material of proposed sign(s), or photos of
existing signs. �v'lC l
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.
If the sign(s) are in compliance, a sign permit will be issued and mailed to:
k:::12.1 STi N A 1..4c(4 EaE
_ py g oX l X92
STATE OF NEW YORK)
COUNTY OFj/
{ }Applicant { )Agent for applicant, hereby agree to abide by the conditions and requirements
of Article XX SIGNS of the Zoning Code of the Town of Southold and other applicable laws,
rules and regulations pertaining to such signs.
r
na ure of'XP--Pl1P.A
Sworn to before me this
day of 2010
aJ `'
Qualified in Suffolk
comm aslon Expire _
Notary ublic 6 1Z0J-zZ
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
WExamined : 2022L
Approved: r2 20
Disapprove a/c:
i g Inspector
KEY MAP SITE PLAN FOR
• SCALE 1 " = 640' `
GROUP FOR THE EAST END
TYPICAL STORMWATER UNIT SITUATED A Ts0U
TOTAL STORAGE PER UNIT 434 cf T H 0 LD
(NOT TO SCALE)
TOWN O F S O U T H O L D
CAST
NNM� SUBJECTyGc^ FINISHED GRADE OR 6 I HACK REINFORCED CONC. COVER KHART 163518 TYPE 6840) SUFFOLK COUNTY, NEW YORK
N'B PREMISES
� X S.C. TAX No. 1000-62-01 -04
I o
do E SCALE 1 "=20'
M No� S
9 �5e� v`�y 18" CORRUG, PE DRAIN
s ZGG NR°�' 7Z5` G PIPE OR APPROVED EQUAL APRIL 17' 2007
SOLID DOME iv
0.59 MIN. UNFORCED PRECAST CON . 0.59 JULY 30, 2007 ADDED SITE PLAN
� 6v5\N�55NEXT UNIT 400o PSI ® 28 DAYS (min. 18" CORRUG. PE DRAIN SEPTEMBER OCTOBER 28, 2007
07 REVISEDD SITE SITE PLAN N
PIPE OR APPROVED EQUAL
� ens
NPG�A��R tt11OLD INC N 0.3.N t4CE P '121 8'-0" mi°"
UTIs pV1�D MON. P� Ci(�l` 3'_O• LEACHING RINGS (min.)
SES Q 0 SQ �ya9PRa 6 6p 53.3 GANG• REINFORCED PRECAST CONC. CRUSHED 3/4" - 1-1/2' STONE AREA = 23,320 sq. ft.
�` (min.) 4000 PSI 0 28 DAYS ALL AROUND 0.535 ac.
N/GEA \9� ��of o N 4.
1� v� 0
L VIL �tiP�'�P�
COLONIA P �\R N y�o �` ,N0. b
TgE �,� �$ o, CERTIFIED TO:
N .O a•• pE P�Py P P < O Z O
GAN JNK 305. (SRP �• A GZZ �� GROUP FOR THE EAST END
GROUP FOR THE SOUTH FORK
a QP �� wCpos oP�� �� g SUFFOLK COUNTY NATIONAL BANK
�0 F ��= s� °• 6 13 v tiy' FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK
69.0 w0 h < s 9Eo ,�
N
16 G� 0. a ..
APPLICANT:
N� N �o ° o� �� o GROUP FOR THE EAST END
�iL\NG Q;•�i0� OZ�� •a A.'- /'moi.^=�A � O AGE O4E O�GA�� \N�� GROUND WATER �'..
o PpQPGP p`I /F� Z I\Lt/J o \. P.O. BOX 569
a : z;REoR\ZON,� o � BRIDGEHAMPTON, NEW YORK 11932
° a. COP RON N 0 \` ,O �" OOD TIE CURB G��OO�GP
No. ^ �' 1_ W OOV 55�AP`; DRAINAGE CALCULATIONS
A.
p� �; ,. �� t \.... `�, ,, Tn 01-
4 FOR 2" RAINFALL
0. � A.
ya\bo(,9�PLPNN\ PAVEMENT (BLUESTONE) AREA = 9,595 sq. ft.
\ \ I i 9 oL PAVEMENT (ASPHALT) AREA = 342 sq. ft. NOTES_
342 sq. ft. x 0.17 x 1.0 = 58 cu. ft.
1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
1 ,037 cu. ft. / 42 = 24.7 VF
-p EXISTING ELEVATIONS ARE SHOWN THUS:-,5m
� � \ � PROVIDED (4) 8' DIA. x 7' DEEP DRYWELLS EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - 50 - - - -
5>rP P °: .. �, \5 z'F C ' ROOF AREA BUILDING & GARAGE) = 2,614 s ft. F.FL. - FIRST FLOOR
\� o� . .a. I '>J lP O'10
/- - BIRD. \ f ( / - f q.
.5 � �P� a \ ../ y. y� o I c 2'�E J1 REQ D - 2,614 sq. ft. x 0.17 x 1 .0 = 444 cu. ft. GFL. - GARAGE FLOOR
I \� 444 cu. ft. / 42 = 10.6 2. THIS PROPERTY IS IN ZONING HAMLET BUSINESS HB
\ N? p1S�PSP �OS�P �� ` ��� �`�\\cF°� II p� mod ti c OIL �, G° PROVIDED (3) 8' DIA. x 4' DEEP DRYWELLS FRONT YARD SETBACK - 15'
14 03
I �� \ �" I K n SIDE YARD SETBACK - 10'
Q ` y� �` p10 I ,x� �� BOTH YARD SETBACK - 25'
1. �\ o �� t'� I� o "moi �z f
OP b � !�o I I \ tiG \� 51 REAR YARD SETBACK - 250
TEST HOLE DATA oP ` \ / LANDSCAPE AREA - 25/
(TEST HOLE DUG BY MILLER ENVIRONMENTAL GROUP ON FEBRUARY 22, 2007) 9 Odd I SPoo�� / c LOT COVERAGE - 40%
aj REM°Nov 51 262/ a• oy
3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
°� ° 2•GRASS AND ORGANIC COVER \ \\ SSE�Np� c Oy 9 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
BROWN/TAN INORGANIC MEDIUM SAND, POORLY SORTED, \61 y
WITH 2' FINE GRAVEL \\ / 1 l 0 a. QY"'
NO ODOR, NO STAINING ° : o O�� 3°' 6�' ,5, a Ory L �tipS( 4. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND
o - \ o of REMOVED IN ACCORDANCE WITH S.C.D.H.
y � � � � � � 5\ � S. STANDARDS.
`l1�1 N z �� A,
,.
y -0 o.�
�� r No�SENOEo ° PARKING SPACE CALCULATIONS
.4 p10 �X�RPME ti- GNS\pR'� 25< �9 P OFFICE PARKING SPACES
BROWN/TAN INORGANIC MEDIUM SAND, POORLY SORTED, w0° F p( `L NE GRAVELANG Gam. POSE,9�ti� REQUIRED: 15 SPACES (1 ,439 sq. ft. OFFICE AREA/100 sq. ft.)
NO ODOFFlNO STAINING �G� �� 2`' ��QR QOG��g\���'� z3 S `�oy� 1 SPACE/100 sq. ft. OF OFFICE SPACE
EF e0 6�' STORAGE AREA PARKING SPACES
O 16? REQUIRED: 2 SPACES (1,661 sq. ft. STORAGE AREA/1000 sq. ft.)
C 0.8'EEZ°V. ° X. 4� �G 9 1 SPACE/1000 sq. ft. OF STORAGE SPACE
FENC �,o ROOF O PORGN 2 3 s, 9 I p 5 R P Z i
EL s 28. \u ) \ Np w M mG dG `o�
�- TOTAL PROVIDED: 18 SPACES
ADVANCED PNPL G\F\ PPG 6X , ^f �y s 'm
BROWN/TPN INORGANITABLE CMEDIUMED "SAND, POORLGTO 32'BGS 5 \NG I5/.5 TEST HO R �2 �' 11•wN �0-1 J' �
wmi 2'FINE GRAVEL p05��.A�pP 'N �, �N ��, `g� y QH�`� Fo�Nc°•M°N BUILDING AREAS NOT INCLUDED IN PARKING CALCULATION = 1,270 sq. ft.
NO ODOR, NO STAINING Ct 'S G \ y GO
P� 2 y ,n s �` � (KITCHEN, COPY ROOM, LIBRARY, RECEPTION AREA, ENTRY, CONFRENCE ROOM, BATH ROOMS, CLOSETS & HALLWAY
32' P��P� � mG Q � G� y p i � Z � 6p c•,
gP so.s \ :..� 6'. .;N: , Tc a? 059
/ i = tic.PpRO c 0P
3
i s o
N o'� N�tA LANDSCAPE DATA
�oy� GP'` . .,.:>'Za wo�s\GN� lE PROPOSED LANDSCAPE -
05�� so.2 AREA - 10,595 sq. ft or 45.4% OF LOT AREA
� NgyJ � .: RQNOOO SC 4 8 NG G�Re
OPS E\.• O, 5 BO
c0 LOT COVERAGE DATA
t-� SOP � � g�5N6 9ep�' CEJ( DESCRIPTION AREA % LOT COVERAGE
S v
�. NG 6,..:;:: o ;' EXIST. BUILDING 1,965 sq. ft. 8.4%
�Y, I C�� 1N EXIST. GARAGE 490 sq. ft. 2.1%
� 0��\•C) Q�81c wP�R
PO Tgc 4' 251 EXIST. WOOD PORCH 159 sq. ft. 0.7%
EXIST. SLATE PORCH 259 s ft
gt �\ q 1.1%
SEWAGE DISPOSAL SYSTEM CALCULATIONS �j.s', y�ID I EXIST. SLATE WALK 107 sq. ft. 0.5%
(GROUND WATER MANAGEMENT ZONE IV) `lv (Fj6
1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. X 0.535 ac. ` EXIST. WOOD RAMP 24 sq. ft. 0.1%
= 321 GPD
TOTAL 3,004 sq. ft. 12.9%
1. PROPOSED DESIGN FLOW (OFFICE AREA)
CALCULATION CAN BE AS FOLLOWS: 3,500 sf X 0.06 GPD/sf = 210 GPD
2. SEPTIC TANK CAPACITY REQUIRED a 210 GPD USE 1,200XGALLON S(8' DIAMETER XN 5' LIQUID DEPTH) �� �vs\N�55 TO THIS IT ALTERATION
OR ADDITION
ML O
3. LEACHING POOLS R=QUIRED: �p SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
USE 1(8' dia. X 12' HIGH SECTIONS) + SOLID DOME Ng
LEGEND: COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
F.FL EL 170 ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME TO BE A VALID TRUE COPY.
& COVER (INSECT PROO7) FINISHED GRADE & COVER (INSECT PROOFS FINISHED GRADE & COVER (INSECT PROOF)
c? EL X1.5 EL�],� PROPOSED FUTURE 50% EXPANSION POOL nJ] CERTIFICATIONS INDICATED HEREON SHALL RUN
d max. min. 8' min. TRAFFIC BEARING COVER 1'-0• U ONLY TO THE PERSON FOR WHOM THE SURVEY
'
M 4pICASi IRON PIPE 1/4"/ft ( ) ( ) p
IS PREPARED, AND ON HIS BEHALF TO HE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
L a• PVC PIPE �1/8"/fc.(min.) ; PROPOSED 8' DIA. 12' DEEP LEACHING POOL021 LENDING INSTITUTION LISTED HEREON, AND
INV. EL 44 j INV. EL 4s.5` N OCTOC 1 TO HE ASSIGNEES OF HE LENDING INSTI-
o a m INV. EL 48.0 INV. EL TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
10'-0" 0 8'-0' a• BUILDING DEPT.
PROPOSED 1,200 GALLON SEPTIC TANK TOWN OF SOUTHOLD
THE EXISTENCE OF RIGHT OF WAYS
SAND COLLAR AND/OR EASEMENTS OF RECORD, IF
4 4' 3 CLEAN ANY, NOT SHOWN ARE NOT GUARANTEED.
o '� PROPOSED TRAFFIC FLOW
N
3'-0' - - 26 WATT 1700 LUMENS) COMPACT FLUORESCENT LIGHTING FIXTURE MOUNTED PREPARED IN ACCORDANCE WITH THE MINIMUM
8'-0' DIA (min.) f , STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ■
° ON 10'- MIN. HIGH POLE BY THE LI.USE AND APPROVED AND ADOPTED Nathan "aft Corwin III
FOR SUCH USE BY HE NEW YORK STATE LAND
1 ,200 GALLON 8'-0' TOTAL AMOUNT OF FIXTURES 4 TITLE ASSOCIATION.
FIXTURE PROVIDES AREA CUT OFF FLOOD LIGHT Land Surveyor
SEPTIC TANK FIXTURE MANUFATURED BY GLARE BUSTER T��:C- v1"o
""-BOTTOM EL. 35.75 0^ MODEL No. GB-2000 �� �,�+ 0
I � � v �F T
E FIXTURE IS DARK SKY COMPLIANT
- Title Surveys - Subdivisions - Site Plans - Construction Layout
GROUND WATER
- 23 WATT (1300 LUMENS) COMPACT FLUORESCENT WALL
1 LEACHING POOL __' w�t. PHONE (631)727-2090 Fax (631)727-1727
( ) MOUNTED LIGHTING FIXTURE
TOTAL AMOUNT OF FIXTURES (5) OFFICES LOCATED AT MAILING ADDRESS
FIXTURE IS DARK SKY COMPLIANT z%i.� ;
-". r•3� 322 Roanoke Avenue P.O. Box 1931
��,n•�!,,;,\�` N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965
RM
1
54895
FCR THE EAST END _
631 -765.6450 -
A.
— r ���%►�-d�f fit' .,._Yr � .._ a _' ` .�a� •,� �1 `: ,;�
', _
C�
APPROVED AS NOT D
DATE: hh B.P.-# 761-?
FEE:�•• U BY: - a?
NOTIFY ,BUILDING DEPARTMENT- AT
765.18bil 8*AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION- TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH ,FRAMING & PLUMBING
3. INSULATION - _
4. FINAL -,CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL-CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
`WUM0tBfi0MflkAMING BOARD
S9UN0tDl0WN4MTEES
ti S=
C sl n be- 5Q,Jjac%
Itr1� �im u.a► � ,5 r
Q W s4twalk.
QR�tECTING THE NgTURF
�FTHE PLACE YOB ��J�
.fir pSECSING7HE/yAtV `�_ �- � _
by OFtHE PLACE YOV�QJ� ■ +� �' 3
a.
w "