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NO. 023665 yOQ/ �f: c i•�/.,+ /T L ✓"t../ s 9 7 / I`�-� G
PLANNING BOARD
of NEN TOWN/OF SOUTHOLD
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JUL Z 1 2006
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ST�gI- RCO F _(�AN'E L S Southold Town
elunl Board
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TEL WOa .t_ PAnELS - —
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,a'D} Southold Town M•
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C PROPOSED SITE PLAN FOR
� I\ \ �'J�v •vo �`Sy
.� LOT 2
�\`\\gym MAP OF
NORTH FORK INDUSTRIAL PARK
�'� ^O '°s• �' A'FzF.: 'b ""�q �� FILE No. 11215 FILED JANUARY 27, 2005
SITUATED AT
CUTCHOGUE
KEY MAP ` O� � ss • ° � • ' �,�
SCALE 1 "=600' x 4,v g 00'F 4, �w . A j�� TOWN OF SOUTHOLD oil
67N11®�{7110M
s4. SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-96-01 - 1 .2 . lr mfg,
SCALE 1 "=20'
hi :a S0 c
`Ks yew \ MARCH 25, 2005
JULY 13, 2005 REVISED SITE PLAN
IF 60 MARCH 7, 2006 REVISED SITE PLAN "
�? 3 ° '`':•„ 'I`+R - JULY 17, 2006 REVISED SITE PLAN
- lIAiN10NpAp
AREA = 47,166.60 sq. ft.
? 0 1 .083 Gc.
® .� �" D• OWNER: 1101�'>��ww/dYiw�sldsii�.wtri
p D TIDE GROUP OP Idi�>��(�)������ �r/�
<0 275 CARDINAL DRIVE
�MIIIY�ltl047'33.
MATTITUCK, NEW YORK 11952
sn: t� try
APPLICANT:
MONTAUK BUS SERVICE, Inc.
556
MASTIC BEIACH, NEW C BEACH DRIVE
11951
0
NOTES-
r
1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: •,D
/ Aq p0 EXISTING CONTOUR LINES ARE SHOWN THUS: — -- —50-- — --
�1 FIRST FLOOR
R dal ® _ GARAGE
BOTTOM DP CURB
OP OF CURB
Ilk
BOTTOM OF DRAIN INLEIW'•a«
/. m� oseo
® e cGR �TERN
3PFRLS yRREo
L1 T}p ANq�
�pp • � \C'T/
ZONING
LI LIGHT INDUSTRIAL)
TS LOT COVERAGE
14 ros�„po�e.Asm oxo E PERMITTED 30%
PROPOSED 7.5%
D / / LANDSCAPING COVERAGE
® 4
/ REQUIRED 29%
PRO" —_ PROPOSED 29�
PAVEMENT ROOFDRAINAGE ,SIDEWALK
ON
AND CURB AREA - 100% RUNOFF
GRASS AND LANbSCAPING 10% RUNOFF
( ®
TOTALSED 100% RUNOFF NUMBER OF DRAINAGE 33,360 sq, ft.
0 8' DIA., 4'-6" HIGH
FOR 2" RAINFALL = 26.7 RINGS
TOTAL NUMBER OF
RINPLANTING DATA (15G TWOOVIDED RINGS UNITS) - 30 RINGS (MIN.)
` ~ TYPE DATA SIZE PAVING SPECIFICATIONS
6 STABILIZED BASE AFTER COMPACTION)
SUGAR MAPLE 2" _ 4" CALIPER 3'/2" DENSE BINDER COURSE (AFTER COMPACTION)
(ACER SACCHARUM) 1 '/2" ASPHALT TOP WEARING COURSE (AFTER COMPACTION)
HICK'S YEW
r /z/q \ � � 0 (T 26„MEDIA HICKS) 12” - 16" Du. PARKING SPECIFICATIONS r
Rgsco. ON REQUIRED PARKING
\ EASTERN RED CEDAR ONE PER EMPLOYEE = 19
0 (JUNIPERS VIRGINIANA) 5'0" - 5'0" HIGH PARKING PROVIDED
a WE" ac, __- 19 EMPLOYEES = 19
-pi's
0 �F /'S-8
In / \
o /T � / O SEWAGE DISPOSAL SYSTEM CALCULATIONS
`SCF•/� �\ n,..l /S} \ ' ;,AqL� (ti O\tV (GROUND WATER MANAGEMENT ZONE IV)
® \ // 6Q /� � �O\ O ® V =\� ` 1, ALLOWABLE DESIGN FLOW - 600 GPD/o.. 1.8 GPO
,y \` `+�``R 1 PROPOSED DESIGN FLOW (SHOP Y OFFICE MEA)
OFFICE MEA S 15% OF BUILDING MFA THEREFOR
CALCULATION CAN BE AS FOLLOWS: 3,000 of % 0.04 GPD/ef - 120 GPD'
�F � `•° / \\ /lQ 2 SEPTIC TANK CAPACITY REQUIRED - 120 GPD x 2 DAYS = 240 GALLONS
q ( ® / ? Rl USE 1,500 GALLON (B' DIAMETER % 5' UQUID DEPTH)
A//,Y tiq / ® \ USE S' dx. % 12' HIGH + SOLID DOME
`((( 3. LEACHING POOL REQUIRED.
ROADWAY TYPE C.I. FRAME
56'— FR. EL J5,.1 ROADWAY EEL011 E RGAOWAY TYPE E.I. FRMS
( N COVER INSECT PROD FINISHED GRADE
k COKR (INSECT PROOF
\/
® _� 4• PVC PIPE 01/e7n.(mm.)
4'0CASI IRON PIPE 1/4•/fl $p F 6 min TRAFFIC BEARING COVER
S5Vol
y' � ,�Y�~ INV CL .4]•p INV EL jyp f •I
/ �.D / r // / ® C\ N " INV. EL 51.d INV. EL 52,P
ddd / e'-o• 4•
7 ssG !
w-o• Du. D'-D•
1 ,500 GALLON N-D
® r ? SEPTIC TANK
BOTTOM EL. 39.25
. \\ s ,1 L .]S'..00 ® \ \��� GROUND WATER E ,
e \ 9f m ® \ ® ( 1 ) LEACHING POOL
\ -�Ep. t i • — —
\ _ TYPICAL STORMWATEP, UNIT
IS, "k y 5A TOTAL STORAGE PER UNIT = 434 cf
(NOT TO SCALE)
a • ' �G.A �• ® �� \I ®% \ CAST IRON INLET FRAME k COVER (FLIOCKHMT M63516 TYPE BB40)
a• , ,.p OR 6" THICK REINFORCED GONG. COVER
FINISHED GRADE
12" CORRUG PE DRAIN
PIPE OR APPROVED QUAL 54 cf .I
' ® • SCUD COME
\ ® 0.53 MIN. EINFORCED PRECAST CON 0.551
4000 PSI O 26 DAYS mm 12" CORRUG. PE DRAIN
A 44 ® ® \ To NE%T urvB PIPE OK APPROVED EQUAL
W ss.
YO"
O '° • .a• \ .W� LEACHING RINGS (�")
• \ ]-0 REINFORCED PRECAST S CRUSHED 3/4" -
(min, i 4000 P51 O 28 DAYS ALL MOUND I-1/2' STONE
f¢
, \ 190 cf 4--
.4
"•a
56
,M
00,
GROUND WATER
4 01
4 P
N Bs
J STANDARDS FOR TIRE SURVEYS AS MABLISHED
' •� PREPARED IN ACCORDANCE WITH THE MINIMUM -
' • \-- `10, BY THE LILACS. AND APPROVED AND ADOPTED
b
FOR SUCH USE BY THE NEW YORK STATE LAND
$ TIRE ASSOCIATION.
\ DRAINAGE, SEPTIC DESIGN & SITE PLAN
�Q���l James V. DeLucca R.A.
gH UNAUTHORIZED ALTERATION OR ADDITION C ` 4! -
sc n Y �� 5EE0110N 720IS 0 OFSTIEWNEWTYORK ON STATE �1
ry n �y O� E6DCATON LAW. Joseph .. In ,
`• N v - COPIESOFTHIS SURVEY MAP NOT BEARINGTH
�/ }
EMtl099ED OR
9ESURVEYOR'S
AIV SOHALL INKED
NOT BE CONSIDERED ur Y e J ,.
TO BE A VALID TRUE COPY, i;r
CERTIFICATIONS INDICATED HEREON 6HALL RUN '
\`Yl ID ON K9 DEW, THE Title Surveys - Subdivlolam - Site Plons - CometNle L '
ONLY TCOOAMpTpEHpE PERSON FOR WkION T(E 9VFVEY
• ' N ` -' IXW+INs�unO°`'ERN� ,FL QND
� F.�• 023656y +' • CERTHROATIONS TMAREE DEW, THE,
PHONE (631)727-2090 Fox (631)727 T737 T- ur
OF NEW -
OFFICES LOCATED AT
EJIISTE_ CE OF RIGHT Qf; Y
.� D New YGrk 11901 - ex'
OA
. ,- ,.• ... ' •, A:: NTS OF RE F 33 pA' 6`,fdi[{i e, _� r��
T ARE NOT D; ° � RIVFRHEA � Rlverhe0tl New, v - s
. � NOKE AVENUE
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