HomeMy WebLinkAbout1000-96.-1-1.8 gig
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NORTH FORK INDUSTRIAL PARK
FILE No. 11215 FILED JANUARY 27, 2005 NIGULD�K OR EQ VAL SITUATED AT PIRMP CRETECUTCHOGUEBI-aGKH X I[,"W X IZ' DlI LTOWN OF SOUTHOLD _SUFFOLK COUNTY, NEW YORKS•C. TAX No. 1000-96-01 - 1 .8IrvG CO�QSF3B(NOEQSCALE 1 "=20' cnrJ,¢SEJULY 19, 2005
MARCH 10, 2006 ADDEDSITE PLAN JULY 14, , 06 REVISED SITE PLAN i9' PIPE- SAREA = 40,004.05 sq. ft. p IZGA GONCCET6
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0.918 CO. M1x rob •�.
OWNERS & APPLICANTS: —
ROMAN S. WILINSKI `I
P.O. BOX 890 ,�4y10y`L SQ0
SOUTHOLD, NEW YORK 11971 o��}4y9 �- '6�
MARK SCHILL �G,Z9�p�q
1050 WATER VIEW DRIVE T9 PSG O $- �e • .y 'g 'rtc �,,.I �e�4'+�y��
SOUTHOLD, NEW YORK 11971 �-1' fa 1 1J 1 N G WALL DET Al L.
-- 'L��p'S4y� y0 jPev`xl ,�t�„ y, �•s % 'q +'sae j�
SGML-E y2 •/ _ '_-p .. l^" $ Ij/ yT 9 � C
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NOTES: S9
1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:
EXISTING CONTOUR LINES ARE SHOWN THUS:
- M,a cE FLOOR `-Z' - �� _ R':7� --D--
4
- TOP OF CURB 1'- �•��
BOTTOM OF CURB - A*7LNAA!/ACCP.'1 ./GVICr $ �t �G
2. ZONING USE DISTRICT: LIGHT INDUSTRIAL (LI) - - e hrc�iny L'oor✓c yr I .�"`0 S9 • �,
rq-
Q .
EXTERIOR LIGHTING: .� • . - „ -_- ply . ; Yt�3"` T�
- 175 WATT METAL HALIDE DECORATIVE FIXTURE '_-.k - _
ON 10'-0" HIGH POLE 0 40' MIN. TYP. .kr, �� --�_ • / / yoo4 ` /00 \ • cfh (��
:'s.� �. JSlb6i/� ed .?!on_..— gyp•
EXTERIOR LIGHTING: :4:}== 3 $- j / c4 .1`f' ,e�
O
TYPE s7_. C[!,?8 lP / o Z ( • � %
SITE INFORMATION
EXISTING ZONING U DISTRICT -
FRONT YARD PERMITTED 100'
FRONT YARD PROVIDED 101.5' �flg� py�t
SIOE YARD PERMITTED 2O
SIDE YARD PROVIDED 20' & 50' �JG �0 �• "4v
REAR YARD PERMITTED 70 //J�-/
REAR YARD PROVIDED 72' t 4e hry0 - - - --- -
PARKING REQUIREMENTS LIGHT INDUSTRIAL USE: 13.28 STALLS y0�p°�� \�Ue�e --e_ ��'` c/ �9 8r
1 STALL/500 se. ft. FLOOR AREA 9 \)� / % <\A<W,
°
6.640 eq. ft./500 sq. ft. = 13.28 ee'/ �- / / 9.�G,� `� / 1r�U �Q
OFFICE AREA USE: 9.6 STALLS _ -/—`(///
960 eq. ft./100 sq. ft. = 9.6 $- r \ f l F
TOTAL PARKING REQUIRED 27 STALLS MAX. - ky y //wJ �( +++���,,,
TOTAL PARKING PROVIDED 28 STALLS - �- / � 't 4 4^' e` °0
TOTAL BUILDING AREA 4.195 sq. ft. ����a snxrq
TOTAL ASPHALT AREA 14,195 sq. ft. �_ / / �A� (\>�/ // A9 .,''���e
TOTAL AREA 40,004.5 sq. ft.
PLANTING AND BUFFER AREA 18,209 eq. H. A>�T1'Axp.. z"nryi word �,
TA ELEVATION TOP OF ASPHALTiGlmrx ne6� Ivy. �i \
ELEVATION TOP OF CURB I /��� _ -�_ /� \
TL Rc� �� O
TAL ELEVATION TOP OF RETAINING WALL - -rnT a� "'4i \
TD ELEVATION TOP OF DRAIN INLET T t � P r•.zh•un.AfW Sw. \ �- / / QS��or !� rr xt�4 h
CONCRETE CURB -I
CONCRETE BLOCK RETAINING WALL of w4=w•A:f>r sn,/m.-ee, �- / o-�
m."eG.y temp �iA
SUMMARY OF ANTICIPATED ALLOWED USES, AREAS DEVOTED -i _—6— / 2'�� �i / / � 5%
TO THE USES & PARKING REQUIRED FOR USES 6'A'�1M'9u'a,kW.'drer:x� / 0
- A.-ere..+. T
ALLOWED USES DEVOTED AREA NUMBER OF PARKING STALLS REQUIRED I - '�'h'xmn lrxW (v 04� >� •
BUILDING, ELECTRICAL OR 3,E00 In. It ONE 6PALE FOR EACH NPLa1EE. PLUS .:- � �/'C
PLUMBING CONTnALTRS Two =AL SPACES REQUIRES
- 16 I_ p 0' {TroGi✓ R1 I) f Y 5��4
�� e�h 1+0
euslHss rt /+/m."vs -
4.wi
3.400 F. It O 1 10D ¢A. H. _ ] L. ss AoiN
LWXT INDUSTRIAL U56 / (CGS/?AtSET.e �._ L13tAt/f Y- _L'_-
PWS FOURSFO ABOVE
U 400 as R. O t/,00 ,p. ft = 4 .561[ds/FI - •yi
OFFICES FOR AHWE 1156 n�• _ _ _, �('Y✓J 4+W6�F yG ad • ��
DRAINAGE CALCULATIONS - s�h3 \
TRIBUTARY i 1 4' 8 6' HIGH VINYL CLAS CHAIN UNK FENCE '� n ' ,:t c �� \ •
TOTAL ASPHALT AREA 14,195 sq. ft. AW O -
vL C y�\��f my '��. fie_ 2
3,800 a ff. . `' t' 9' *-''• � �S
TOTAL ROOF AREA q• NS' .q F '� _ d( t D0
TOTAL NUMBER OF DRAINAGE RINGS < \ lQeA \O2 A} y�,rGr
4'-6" HIGH x 8'-0" IN DIA. REQ'O .q
WITH 100% RUNOFF 15 RINGS NI\ p% Q" e \
14,195 + 3,800/1,250 = 4-P 6rV� ('�,- .'
TOTAL NUMBER OF DRAINAGE RINGS PROVIDED 18 RINGS
1i
TRIBUTARY It 2 -,'�j n ��Lf b 4`U
TOTAL ROOF AREA WITH 100% RUNOFF 3,800 aq. H. - (n 9e`J�
TOTAL PLANTING AREA WITH 10% RUNOFF 11,936 sq. ft. �R STLUPP-Z-AH
TOTAL NUMBER OF DRAINAGE RINGS N1Df ,`fIE 9YIEFi&l%' ';2'O.D Fr:,
4'-6" HIGH x 8'-0" IN DIA. REQ'0 � �O
WITH THE FOLLOWING RUNOFF'S
ROOF AREA = 3.800/1,250 = 3 RINGS \
PLANTING AREA = 1,194/1,250 = 1 RING
TOTAL NUMBER OF DRAINAGE RINGS REO'D 4 RINGS
TOTAL NUMBER OF DRAINAGE RINGS PROVIDED 4 RINGS
DQU5-e ...WW,- �-�5 -Fo>z DAMPS^E1L ENc LoS Vec 41 44,
'
NO 4l.F4.E -
\9
SEWAGE DISPOSAL SYSTEM CALCULATIONS .j' �' SS• 5
(GROUND WATER MANAGEMENT ZONE V) 90
ALtLW.\8r-E DE9GN FLOW = 6W GPD/uc .y'1 GM
'a
2. PROMISED DESIGN FOR GENBtAL INOUSIR4Y SPACE T •H
7,600 of v 0.04 GPD/A = 104 ON
] 6EP1K iAKK CAPACNIY RE4VWED -USE TIDO GMION (6' GOVAETEP x 5- LIDUID DEPTH)
4 LEACHING PODS
USE
MI ,
USE u1dim X SYSfQNHIGH (3W SQ. Ff SDDsATRA71CL MFAI - \
3-(e' me x a• HIGH sEcnoxs) + TRMTtc BEARING sue
F.FL EL ROADWAY TYPE C.I. FRAuE ROADWAY TYPE C.I FR41E RCAOWAY TYPE C.I. F(UNE •
L LWFA ME& PRDO FlDNIS� RMDE a C(IVER QNSEM PROOF) �s� RAGE k WVER (IHSER PRDDF) _1
9 b ,-O- e" mm. TRMRc aFAwxG c9VER ,'-D'
4WC IRON PIPE t/C/(L
X. 1
1 P PVL PRE 01/6'/H.(min) •j
W. EL SLB
Ixv n. INv. El. SL3 INY EL.
4.. CRUSHED Sle 1-112- SOYNE�
ALL
AROUND
3_0
e'-0• Du. (mW.) TYPICAL STORMWATER UNIT
1 ,200 GALLON e•-D. (NOT To SCALE)
SEPTIC TANK CAT INNl NU,TlFRANCx pero Fnkm cl�.v+L1wu" /D'ste TYPE S&IGO - -
fIN6HED GRADE OR
PREPARED IN ACCOROAN WITH THE MINMUM
SY TH2Os FOR TIRE AS D ADOPTED_ `BOT10M EL�],l5 'a : BY THE LIALS. MIO ROVED AND ADOPTED
.IV o E TIRE
CRCUHO WMFR FOR SUC USE BY 1H NEW YORK STATE VNO
12" CORRUG. PE DRAIN - A
PIPE OR APPROVED EQUAL 54 cf
(1 ) LEACHING POOL TRAFFIC BEARING TYP.
TEST HOLE Y2 souD amrE a - ! ,' Z
➢se u,N. NFORCm PIiFfAST CON 12' CORRUG. PE DRAIN
AS SHOWN ON 6UBOM310N ANP m NEXT UNIT 4000 F4 • 2e DAIS min '?
0• - PIPE OR APPROVED EQUAL
- TaEwIL TRAFFIC BEARING TP.
s'
e•-D' DRAINAGE, SEPTIC DESIGN & SITE PLAN
HFAW 3'-Q
LllAll 3' 3'b• gpNRACHINORGED RINGS
S( LDNC Ind.i ➢WISHED 3/,• _ ,_,/2. 5(CBE James V. DeLucca R.A.
<min.) ,aoa PSN a ae wn uL AROUND
N.Y.S. LIc, No. 49668
190 at
PLANTING DATA ITION
TO THIS SURVEY IS A VIOLATION OF
- SAND k - S EDUCATION 72UNAUTHORIZM OF MT NEW
OR RKDSTA
E%A'&LL TYPE DATA SIZ C
TYP SECTION ]309 OF 111E NEW YiXM STATE Jose - . ngegno
NIS
OR
SUGAR MAPLE t90 d - -_
(AGER SACCHARUM) 2" - 4" CALIPER F EMBOS OF BEAL SURVEY MIP NOT BEARING Land Surveyor
CG L1� HE9 UIND SURVEYDSORS RK
OEDBE CONSNQIFD
Q '\ n TO BE ACERTIVAUD TRUE COP!
IT' - HICK'S YEW < -
(TAXUS MEDIA HICKS) 12" - 16" DIA. ONLY T ATHE PERSON
F HEREON THE
RUN
® 2'6" - 3'0" D.C. ONLY CO TNN PERSON FOR WHOM THE SORYEY
I V IS PREPARED, AND ON HIS BEHLLF W THE T(ae SWVWJS --6D6d1Vie%Ons - Site Plans - COOetrVctlQO Layout
FASTEN RED CEDAR - �' UEN[ COMPANY, COVFIINN D HE /ON, A AND
- --$- EASTE
(JUNIPERS D CEDAR
5'0" - 6'0" HIGH' - - �Q. 5 P� LENOMG INSRRIDON ❑SME HEREON, AND
GROUND WATER F O 02365 0 ! TO THE ASSIGNEES DF TRE LENDNO MSTI PHONE (631)727-2090 Fax (631)727-1727
O 5'0" O.C. - F NEW y 1UnoN. CERDFlCAT,oNs ARE NOT 1PANSFEgABLE.
_ THE EXISTENCE OF RIGHT OF WAYS �I� LOCATED AT MAILING ADDRESS
AND/OR EASENENT9 OF RECORD, IF 322 ROANOKE AVENUE P.O.-Box 1931
ANY, NOT SHOWN ARE NOT GUARAN$ED. RNEiiHEAD.-New York 11901 RNerhegd, New York 11901-0865
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