HomeMy WebLinkAbout42520-Z gU TOWN OF SOUTHOLD
BUILDING DEPARTMENT
ca TOWN CLERK'S OFFICE
oy, • o� 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#: 42520 Date: 4/3/2018
Permission is hereby granted to:
Mattituck 2012 LLC
1854 Majors Path
Southampton, NY 11968
To: erect a freestanding sign as applied for.
At premises located at:
36570 Route 25, Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-3-2
Pursuant to application dated 3/26/2018 and approved by the Building Inspector.
To expire on 10/3/2019.
Fees:
SIGN PERMIT $75.00
otal: $75.00
Building Inspector
pF SO(/T 0(' 7r,
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Town Hall,53095 Main Road MAR 2 6 2018
N Fax(63 1)765-9502
P.O. Box 1179 G
�O Telephone(631)765-1802
Southold,New York 11971-0959
l�eoum,� OWN OF 5OUTHOLD
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
l f APPLICATION FOR SIGN PERMIT
Date: Application# a D
SCTM # 1000---.2,7— Zone District:
Fee: $75.00 per Sign
Type of Sign(s): Ground Roof[ ] Wall [ ] Other:
Applicant: /�'y% / �� ( Al/'-Phone # 5 ' 6ffo
Business Name: C q0
Sign Property Location: 0CQ4,g2 7'CI1,06(JA
Property Owner: /Uj,¢2777->CSC ,0l2 Z Z C,
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.
(2) Colored drawings with sizes and types of material of proposed sign(s), or photos of
existing signs.
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:
/- A A��
°• " 097
A V 7yV" NX 41Z?/
STATE OF NEW YORK)
COUNTY OF )
{ } Applicant AgeAt'for applicaiit;'hdreby agree to abide by the conditions and requirements
of Article XIX SIGNS of the Zoning Code of the Town-of Southold and other applicable laws,
rules anu regUlations pertaining to such signs.
Signature of Applicant
Sworn to before me this
�" CONNIE D. BUNCH
da C �l� D( 20 _ Notary Public,State of New York
y of No.01 BU6185050
c� Qualified in Suffolk County
\✓ S\V�� C )vim 1� , Commission Expires April 14,2� �
Notary Public
--- - - - - - - - - - - - -- - -
Examined:
Approved: 20
Disapprove a/c:
f
uilding Inspector
LICENSED INSURED
TVVI F KS
PESTCONTROL
8311298iffiOO
5.51wx4.361h = 24 sq ft
WWI'I' inch post
Applicant: Brian Kelly I Twin Forks Pest Control
-�k. S;" S%"n^
SCDHS REF # C10-14-0002
SEWAGE SYSTEM DESIGN SURVEY OF PROPERTY
CALCULA TIONS AT CUTCHOG UE
TOTAL AREA = 10,644 SF
TOTAL BUILDING AREA = 1262 SF TOWN OF SD UTHOLD
NON MEDICAL OFFICE - 380 sq.ft. SUFFOLK COUNTY, N. Y.
380sq.ft. x 0.06 = 22.8 GPD/sq-ft- 6
OO APARTMENT 477 sq.ft. x 2 = 954 sq-ft-
225
q.ft. ��S 1000-97-03-02
= 225 GPD to�° S SCALE.' 1'--20'
GARAGE - 281 sq.ft. x 0.08 = 17 GPD sq.ft. �A� "� NOVEMBER 1, 2012
TOTAL GPD = 265 GPD • c�'P�' ►dt�� ryye ',J JULY 3, 2013 (BOARD (R HEALTH SURVEY)
265 GPD = 300 GPD .ti�rt �a Q `L ,r- MARCH 27, 14 ( (REVISIONS)
� f YAGGAR NO MAY 6, 2014 (REVISIONS)
10) / k 112-1-2-smli MAY 28, 2014 (REVISIONS)
SEPTIC TANK 265 X 2 = 530 GAL. 2 DAY FLOW w 01 W `' �� JULY 23, 2014 (REVISIONS)
PROVIDE 1 PRECAST SEPTIC TANK 1200 GAL 4' LIQUID DEPTH �2 5 ,� `�� � �t1 O , AUG. 13, 2015 (REVISIONS)
r��a y�`� 1 ,���p NOV. 9, 2015 (ADDITIONS)
LEACHING POOL 265 GPD = 265/1.5 sq.ft. SW 177 sq-ft. tc Ow��� `� � , 6��� � ' �� ` MARCH. 4, 2016 REVISIONS
' DEEP r c�`` MARCH 14, 2016 (REVISIONS
PROVIDE 1 LEACHING POOL f0 0 X 12 g, �c Q� �� eti dao �o�p
SEPTIC TANK AND LEACHING POOLS �� d OCTOBER 6, 2016 (REVISIONS)
TO HAVE TRAFFIC BEARING COVERS ��g c^y � �� �'� FEBRUARY 2, 2017 (REVISIONS)
MARCH 1, 2017 (REVISIONS)
+ y_
EXISTING SEPTIC SYSTEM TO BE �QQ, \ ®
FILLED /N TO SCDHS. SPECS `�
WELL TO BE ABANDONED
PARKING •� a����a ,, �°`P5�� ;,---.,�` • �o �c�p�```�'
APT-(2) SPACES P,J'
OFFICE - 4 SPACES - ��•'��.f \\ �° �ti G�
(1 SPACE/100 SF)
386. SF - 4 REQUIRED (6 SPACES PROVIDED) ; o.
PARKING PERTAINING TO BUSINESS IN REAR OF BUILDING
TRENCH DRAIN CALCULATIONS
15 WIDE PAVEMENT = 360 SQ.FT. �) g''� 1'� COMMERCIAL
360 x 0.6 x 0.17 - 37 CU.FT. _�= ; °' aF -34 �L
PROVIDE (1) DW 6'0 x 2' DEEP •�y'� ,� 'o �� ;P�°o�' VAc SEPTIC SYSTEM DETAIL
NOT TO SCALE
`n �0 2 �; o �� HEAVY DUTY LOCKING HEAVY DUTY LOCKING
Q ��+ F.F. EL. 26.2' TRAFFIC BEARING COVERS TO GRADE TRAFFIC BEARING COVERS 70 GRADE
RAIN RUNOFF CONT o S ;'" jos ,a
AND CAST IRON FRAMES AND CAST IRON FRAMES
4'• -� O� i r'�! �,"° y / FIN/SHED GRADE
BUILDING AND GARAGE 1262 S.F. '� tS ` ,__ % �, a 's 'o C� CLEANOUT
EL. 23.5'
1262 X 1.0 X 0.17 = 216 C.F. v �� AT FACE OF su►LD►Nc
7•� ( or ?F 1-e• 1 M/N" at• AAlSONApY CHtllNFYS 2 MAX. 2.5'
21622.3 = 9.7 VF � q. t '�,• ,� - 2' OF Ci+ST InON L_ MAX.Jl -1l�dd.T��---
(n [l� r✓5�c�� ,r r ` _}Et INCH 7Y tiflC .tAB TO 24' CH MAX.
PROVIDE 2 DWs. 60 X 5' DEEP �Oy ¢` y THROUGHFOUNDATIONI 6' 12 GRADE — — —
�4 rl, E , ! INV.— iD 8 INCH TRAFIC SLAB
1oa o' 1� E' 1/4 PER FOOT 21.7 8. INV. _ -
DRiVEWAY PARKING _
4588 SF 'JP' MINIMUM PITCH 21.21/8' PER FOOT INV.EL.
3� ��� ,� Q��P,� �. MIN.4• DIA. PIPE MINIMUM PITCH 21.0'
4588 X 1.0 X 0.17 = 779 C.F. '9 �• P� + MINA' DIA. PIPE
779 42.2 �G 18VF �G�G '� r Q �� ALL PIPES TO BE +min.
��y $ SDR-35 PVC
PROVIDE 2 DWS 80 X 9' DP 0 C-6 ��St. t � �
WITH GRA 1E _ ` o. �jy 300 S.F. n� 3.0'
DRAINAGE STRUCTURE TO HAVE 9��� .� e v• �� ,� .Q� '�,�� d+ �+ MINIMUM W o
SIDE WALL
TRAFFIC BEARING COVERS -Jtiq7. ye O�►; A0 $
AREA
q p� s", ',i
0, 100
�o
NO PUBLIC GAS SERVICE 70 HOUSE <Fji� °� R° J T` 1- y 6
0
,9y �. y - 3 FOOT MIN. SEPERATION
712 SO-FT OF CONCRETE TO BE REMOVED O �y n �, o FROM SEASONAL HIGH GROUNDWATER
�4
c�n CO6
p Cf
LOT COVERAGE ';.. �'` NN
-= -- -
BUILDING-1262 S.F.
1262/10664 = 11.8X • ��� � off' (0
LANDSCAPED AREA
4410 S.F./10664 = 41X °
��-
KEY
ONO
e�
•
=PIPE 'd %P�
■ =MONUMENT
= BUILDING LIGHT FIXTURE (PROPOSED)
40 = 2" CALIPER TREE (RED MAPLE) (PROPOSED)
" 10' 2 ROWS OF 6' HIGH EVERGREENS
010' ® 10' ON CENTER
= 3-4' HIGH BOXWOOD HEDGE
YBALES & SILT FENCE TEST HOLE
F; y''
= C.
LINE OF HA E EST HOLE DA TA
)-b�
BY McDONALD GEOSCIENCE
7/5/13
FEMA FLOOD ZONE X BROWN SILTY SAND SM
ELEVATIONS REFERENCED TO AN ASSUMED DATUM I' t
PALE BROWN FINE TO MEDIUM SAND SP MARK K. SCHWARTZ, AIA ARCHITECT
The location of wells, cesspools & public water shown hereon are P.0. BOX 933 ; , Y.S. LIC. N0. 49618
CUTCHOGUE, N.Y. 11935 0 .
from field observations and or from data obtained from others. if 022339 r01�1C`' YORS, P.C.
7 65-5020 FAX (631) 765-1797
ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA770N
OF SECT70N 7209OF THE NEW YORK STATE EDUCAT70N LAW. 17' P.O. BOX 909
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERRFICAPONS NO WATER ENCOUNTERED AREA�10FT.
TRAVELER STREET
,6G4 SQ. �_�►7,�
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.