HomeMy WebLinkAbout1000-96.-1-1.4 a 6" REINFORCED I''
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PHASEINSTALL SYSTEMS 14.15.16 & 17 \ G�aPp X�P19p CO)
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PHASEALL DRAINAGE HAS BEEN INSTALLED if NG F`� sIO ' s'��bm / / 4`' N� y y y y y y
DRAINAGE CALCULATIONSy GQ ,� \� ?G'`° P� "0'�� / yeP� / y y* yG v v y
LEGEND \ �5 ? '2 eP N� / ti"' ���0 F / y y y y y
SYSTEM No 1 cD0 °. 6F O GT l N\.
PAVT. AREA = 6840 S.F. x 100% x 2/12 = 1140 CU. FT. \ SS 0P /9 . y y y y V
GRA35 AREA = 2600 S.F. x 105 x 2/12 = 43 CU. FT. (r /10• =O /
TOTAL REO. CAP. = 1183 CU. FT. 1 PROPOSED LANDSCAPING y y yIV IV y y y
USE 3-8' DIA. 10 V.FT. = 1267 CU. FT. ACT. CAP ,A a '�I III\`
SYSTEM No. 2 '� PROPOSED WALL LIGHTS \-;\{� \ / G/ I Q 1 \� y y y y /
PAVT. AREA = 2315 S.F. x 100% x 2/12 = 366 CU. FT. -o-o- PROPOSED SIGNS ��iPJ \ ,s ryy/ / \ g� y y LO r IV NO. ,4 y IV y /
ROOF AREA = 6100 S.F. x U.100%F x 2/12 = 1017 CU. FL r A G N° IV O
TOTAL REO. CAP. = 1403 CU. FT. • PROPOSED CONC. FILLED BOLLARD � '�J /
USE 3-8' DIA. 12 V.FT. = 1521 CU. FT, ACT. CAP. ,� / .n��,9 9 r� / 33, X94 S. F: y
SYSTEM Na. 3 C.P.EXIST. CONC. FILLED BOLLARD y
PAVT. AREA = 2200 S.F. x 1008 x 2/12 = 367 CU. FT. \�� / O S J Q • Q�, �6 /� • y y y Q y /
ROOF AREA - 4325 S.F. x IGO% x 2/12 721 CU. FT. J
TOTAL REQ. CAP. = 1088 CU. FT SANITARY CALCULATIONS ''� �� G>`O�'� `'��m o ' �,y -� y ° y y y .;G0 1Ng IGOUTEOEESTI NTTIM ODE TOWN H69rrg C'MON
USE 2-8' DIA. 13 V.FT, = 1098 CU. FT. ACT. CAP. A S \_/� / � y y y y D. 1°o-x LSE17PrRTH INnurnm Ir10Na of THa strRFUN
SYSTEM No. 4 \ �`SS '�2/ 7A/2C y, O 250. / DVAL w11@ ��NOVA,,SATaO
p el .N F OW \ , O' �S OG pp1 \ y0 / P�.� PGS y y �V y /.7`// y ^,/ y y y J/ /�[}p,R7 ARe C a95`p/LtVi(to/lO p
PAVT. AREA = 1950 S.F. x 100% x 2/12 = 325 CU. FT. AREA OF SITE - 3.0669 ACRES � J w
ON
ROOF AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. ARTICLE 6 ZONE DESIGNATION = IV �R, \ F s����Q /�y0• Oq c7�.\� ��Gx" Oy y Jl IV y �� Y�
TOTAL REO. CAP. = 825 CU. FT. ALLOWABLE FLOW PER ACRE = 600 G.P.D. ,x0" �/ y ` �_�/� d
USE 2-8' DIA. 1D V.FT. = 845 CU. FT ACT. CAP. DENSITY = 3.0669 AC'S x 600 G.P.D. = 1840 G.P.D. TOTAL ALLOWABLE SC J'A 60 ` C.ry Q Ii. G y Q <�. y y y Av1t10 oslorvaTvae Tma onTe "
SYSTEM No. 5 9 , V` GQ 0. g�L' m - GF, N'` �[� y (�Q y y ._ y /
PAVT. AREA = 2000 S.F. x 1005 x 2/12 = 333 CU. FT. DESIGN FLOW i �? `O / f 1 y IV ---".'---
ROOF AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. OFFICE SPACE = 1012 S.F. x 0.06 G/S.F. = 60.7 G.P.D. °� \ J e ' yo �/ Q P��` �J y y y ATHOLD iDBY
TOTAL REQ. CAP. = 833 CU. FT. 2 BEDROOM APT. 902 S.F. = 225 G.P.D. m /� / �4x IV y G0 'b O + TOWN OF,SOUTHOLD PLANNING BOARD
USE 2-e' DIA. 10 V.FT. = 845 CU, FT. ACT. CAP. SEPTIC - TOTAL REO. CAP. = 285.7 G.P.D. CPO ( 0 ) ry / y 6 ,\O y y y
- \ /1� ``\\ y y y Avrao aD51GNAT°RE minaaa
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SYSTEM Na. 6 REQ. CAP. = 285.7 G.P.D. x 2 DAY FLOW - 571.4 G.P.D. GA 3YST. No. \ ?P�G/ GQ/p�:`O y }°i/ _ Trtl.e nota
PAVT. AREA = 10,135 SF. x 100% x 2/12 = 1689 eel
CU. FT. PROVIDE 1+4.67x8.17 4.5' UQUID DEPTH = 100° GAL. CAP. �1 G p y- y y� y
ROOF AREA = 875 S.F. x 1005 x 2/12 = 146 CU. FT. 9],6' 2 <. D.W. EQ40.4) N / � \. ° y y NOTE:77u:approved Bite development plan shall be valid for
TOTAL REO. CAP. = 1835 CU. FT. I A HING POOL %�O Q OI' \ \ ( h y y .V �V y `V a pe[iod of throe(3)years from the date of approval as per
USE 4-8' DIA. 11 V.FT. - 1858 CU. FT. ACT. CAP REO. SIDE WALL = 285.7 G.PG + 1.5 G.P.D./S.F. = 190.5 S.F. I(,O(O O 20 \-/�Q' h9 / 2S° y \ / y y y f ; / code section 100.255.
SYSTEM No. 7 EFFECTIVE DEPTH REQUIRED 990.5 S.F. * 25 S.F./V.F. = Zfii V.F. _
PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH '�' G�. O ' e / / y y .V IV
ROOF AREA = 1800 S.F. x 1005 x 2/12 = 300 CU. FT. SITE DATA
TOTAL REO. CAP. = 800 CU. FT. �f'`'9y , \ 0 4 y y y y y
USE 2-8' DIA. 10 V.FT. = 845 CU. FT. ACT. CAP. > �1 i _V y y _V `V
SYSTEM Na a AREA OF SITE 133,594 S.F. >9F \ G. 4O( \ y y /
PAVT. AREA = 4248 S.F. x 1009 x 2/12 = 708 CU. FT. FLOOR AREA OF BUILDINGS INCL. OFFICE & APT. 40,075 S.F. S2 '� y y y y l
GRASS AREA = 12,000 S.F. x IO5 x 2/12 = 200 CU. FT. TOTAL AREA OF BUILDINGS WCL. OFFICE & APT. 66,775 S.F. 9� \ /Ay` lm y y � ;oo, y y
TOTAL REO. CAP. - 908 CU. FT. PERCENT OF LOT OCCUPANCY 307 '�I
USE 2-8' DIA. 11 V.FT. = 929 CU. FT, ACT. CAP AREA OF LANDSCAPING 3,412 S.F. OR 2.6% �O-p \ / ( � 1 t IV y y y y y Cr /
SYSTEM No 9 AREA OF BUFFERS 37.805 S.F. OR 28.3% \� \V \�P�� y y y y hCp� /
PAVT. AREA = 2000 S.F. x 1°05 x 2/12 = 333 CU. FT. AREA OF PAVING 52,302 S.F. OR 39.1% Topsoa in
GRASS AREA = 5000 S.F. x IDR x 2/12 = 63 CU. FT. SCHOOL DISTRICT MATTITUCK O \G N y y y y y
TOTAL REO. CAP. = 416 CU. FT. (']_// Y . / LOAM HEAVI 1°
USE 1-8' DIA. 10 V.FT. = 422 CU. FT. ACT. CAP POSTAL DISTRICT CUTCHOGUE y y O �/ y y y
SYSTEM No. 10 WATER DISTRICT SUFFOLK COUNTY WATER AUTH. \ • �� 4 y y y y Ov /
PAVT. AREA - 3430 S F x 100% x 2/12 = 571 CU. FT. FIRE DISTRICT CUTCHOGUE / y y y y y / HEREBY CERTIFY THAT THE WATER S{ oPLY(5)
ROOF AREA = 4620 S.F. x 100% x 2/12 = 770 CU. FT. TOTAL PARKING REQUIRED 47 SPACES SYST. O
TOTAL REO. CAP. = 1340 CU. FT. TOTAL PARKING PROVIDED 88 SPACES D.W. EL.(4 �) y y GN `V IV y �� / PRO/OR SEWAGE DISPOSAL SYSTEM(S) �D R THIS
USE 3-8' DIA. 11 V.FT. = 1394 CU, FT. ACT. CAP EXISTING ZONING LI y Q IV PROJECT WERE DESIGNED BY ME OR U' DER MY SAND .
SYSST�. 11 USE MINI STORAGE y `V 'v y y \\ll / DIRECTION. BASED UPON A CAREFUL • NO GRAVE' o i.
PAVT. AREA = 2505 S.F. x 1009 x 2/12 = 417 CU. FT. \ y y y 9 \;�G41 -THOROUGH STUDY DI THE SOIL, SITE F. S a
ROOF AREA = 5010 S.F. x 100% x 2/12 = 635 CU. FT. \ y / GROUNDWATER CONDITIONS, ALL LOTS, AS
TOTAL RED. GAP. = 1252 CU. FT. ESTIMATE OF QUANTITIES y y° v y / PROPOSED CONFORM TO THE SUFFOLK COUNTY
USE 3-8' DIA. 10 V.FT. = 1267 CU. FT. ACT. CAP. \ y \y y y y y y DEPARTMENT OF HEALTH SERVICES CONSTRUCTION
SYSTEM No 12 COBBLESTONE CURBING NONE STANDARDS IN EFFECT AS OF THIS DATE.
PAVT. AREA = 2385 S.F. x 1005 x 2/12 = 397 CU. FT, CONCRETE CURBING NONE y y y /
ROOF AREA = 4770 S.F. x 100% x 2/12 = 795 CU. FT. ASPHALT PAVING 52,302 Sq. FT, y y y y _
TOTAL REO. CAP. = 1192 CU. FT. 1455 LIN. . C'y y IV y /
USE 3-8' DIA. 10 V.FT. = 1267 CU. FT. ACT. CAP. FENCING
cYcTF M N-,133 DRYWELLS SEE DRAINAGE CALCS. y y y / SIGNED TEST HOLE
PAVT. AREA = 2360 S.F. x 100% x 2/12 = 394 CU. FT. y y y
G
GRASS AREA = 8800 S.F. x 10% x 2/12 = 147 CU. FT. PARKING REQUIREMENTS ��p� y y y y �P� �P / / PRELIMINARY SITE LAYOUT
TOTAL RED. CAP. = 541 CU. FT,
USE I-B' DIA. 13 V.FT. = 549 cu. FT. ACT, CAP OFFICE SPACE = 1012 S.F. _ 100 = 10 SPACES \ \ y v <PO PQO
SYSTEM No. 14 APARTMENT SPACE = 1 SPACE REQUIRED / NORTH FORK SELF STORAGE
PAVT. AREA = 2760 S.F. x 100% x 2/12 =460 CU. FT. STORAGE SPACE = 64,861 S.F. 1000 = 65 SPACES \ y C �� GJ /
ROOF AREA = 2150 S.F. x 100% x 2/12 = 356 CU. FT. TOTAL SPACES REQURED = 76 SPACES y \y\ y 1\C'c\J� SITUATED AT
GRASS AREA = 800 S.F. x 10R x 2/12 = 13 CU. FT. /
TOTAL REO. CAP, = 831 CU. FT. CUTCHOGUE
USE 2-8' DIA. 10 V.FT. = 645 CU. FT. ACT. CAP. \ /
PARKING SPACES PRONGED = 16 SPACES \ y `\�� ,�F, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
SYSTEM No. 15 LAND13ANKED SPACES PROVIDED = 71 SPACES \
PAVT, AREA - 1792 S.F. x 100% x 2/12 = 299 CU. FT. y ��4�\ / .1F nP N,�I,F S.C.T,M. 1000 -096-01-001.4
ROOF AREA = 2150 S.F. x 100% x 2/12 = 358 CU. FT. TOTAL SPACES PROVIDED = 87 SPACES \ `�6" `-�� li%� 1O9 PREPARED BY:
PREPARED FOR:
\ y cD`Z�/ \ \\/Cb ," ^: "'�;_,n KENNETH H. BECKMAN L S NORTH FORK SELF STORAGE LLC
TOTAL REQ. CAP. 657 CU. FT. NOTES.
USE 2-8' DIA. 9 V.FT. = 760 CU. FT. ACT. CAP. „ _
SYSTEM Na 16 1. THIS PROPERTY ALSO KNOWN AS LOT 4 ON OP/ ��;` ui > SURVEYING AND LAND PLANNING P.O. BOX 1270
PAVT. AREA 3550 S.F. x 100% x 2/12 = 591 CU. FT. "
ROOF AREA = 2150 S.F. x 1005 x 2/12 = 358 cu. FT. MAP OF NORTH FORK INDUSTRIAL PARK. / �,+ ro t m SUITE
MIDDLE COUNTRY ROAD CUTCHOGUE, N,Y.
TOTAL REQ. CAP. = 949 CU. FT. 2. THERE SHALL BE NO ACCESS TO MIDDLE oaa`-� �+� SUIT: D
USE 2-8' DIA. 12 V.FT, = 1014 CU. FT, ACT. CAP. ROAD (C.R. 48). / `''?`u,��,sov�' RIDGE, N.Y. 11961
SYSTEM No 17 3. STORAGE BUILDINGS DO NOT CONTAIN / REVISIONS: :
PAVT. AREA = 2160 S.F. x 100% x 2/12 = 360 CU. FT. POTABLE WATER OR SANITARY FACILITIES. SCALE: 1" =20'
GRASS AREA = 9000 S.F. x 10% x 2/12 = 150 CU. FT. BOLLARD DETAIL / 1� "~'=s' ; 3 n�,sp,_,� DRAWN BY: KAK
DATE: DECEMBER 2001
TOTAL RED. CAP. = 510 CU. FT. 4. THERE ARE NO WELLS WITHIN 150' OF ,w.ens
:;
vas CHECKED BY: KHB
/ JOB ND., 6�1-656
USE 1-e' DIA. 13 V.FT. = 549 CU. FT. ACT. CAP PROPOSED SANITARY SYSTEM. NOT To SCALE DRAWING: B61-6564 4 SHEET: 1 OF 1
DAA
DiGiovanni &
Associates
Architects
250'-0' 26 preston avenue
0 0" 21g-0 s-0 sea cliff, ny 11579
(516) 671 - 3624
fax(516) 759-7138
04-110 ��a �• of , °i,,,
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A EL. b-0 0E METAL i 24"hlgh FETAL BANDJ SLITTERS a t4O'-O"OOL. 1 24"high METAL BAND I
4 FETAL TRIM 9'-0' WIDE METAL ROLL LIP-/ LOADING (TTP) n ISSUE D
ry PANELS MPJ DOORS ) AREA W/(2) I
5LIDING DOORS CELLAR I J
CELLAR
_________________
EL. ' _____ _ _______
I
WE57 ELE\/,47ION n SOUTH ELE\/ATION
'2 5/32" = I'-O" A-2
METAL ROOFING(7MJ NETAL ROOFING")
WEATMR VANE(TPJ 11EATIFER VANE 4HO�j
m 4'-0"X 4'-0° WINDOW 12 X1212
AS5ELWTED 1 -�' 4'-0" X 4'-0'WINDOW 12 A5 SELECTED (fYP4!METAL FRAME12
IN METAL FRAME ® METAL
5" °a h1P.ALL SIDES) . ALL SIDFS) ROOFING (TypN6 SEAM
OH. O.It�,
METAL STANDING SEAM
5 1p F ROOFING(TYPJ 2
m WALL PAOK LIGHT h
FIXTURE(TMP)
l METAL
v SIDING
v v METAL
T FLOOR SIDING
0 Std FLOOR EL+IOb'
EL +10'-0'
0
TOjOOR t5LA5 TO 15Y OR SLAB
DA EL. b'-0"
METAL LEADER5 C 24 hl h METAL BAND 24" high METAL BAND
GUT'113�5 40'-0' OL. 9 LOADING q'-0' WIDE METAL ROLLUP METAL TRIM I O
01 (TMP) AREA VV(2) DOORS(TPJ PANELS"JSLIVINS I ry I
__-------- _ I ___ I OaLARI -------- ----- I
NORTH ELE�/�4TION
n E?�5T ELEVATION � _ , „= r-O"
3 2 - I -O
101-011 215-0' y..o
REVISIONS
5x15 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x1O 5x10 5x1O 5x10 5x10 5x10 5x10 5x10 lox 10
0 hIEEE FLM5 ARE AN INSTRUh W OF 5E WCE PND ARE THE
10 x 20
1 10 10 10 01 01 01 10 IO O1 10 10 10 10 10 10 10 10 10 FROFHttt of Tie ARCHITECT.MIWIE�WLLLE
FR056=
4 o x 50 10 x 50 10 x 50 10 x 50 Io x 50 10 x 50 10 x 50 10 x So 15x50 9 DIMMIGroR O 5R LL BE AIL AB Lcommas AND
R SxS 2O 2O 2O 2O 20 20 20 20 O R APPROVED BY 0 VAKnTy OF MO gN ALLO eI.E% LLBE FIT
l� LQ� PLANNING BOARD ON
XtVF MOM CONM46TOANCESW EI MPDS
5 x 50 10 x 15 10 x 75 lO x 75 IO x 75 IO x 75 IO x 7.5, 10 x 75 10 X7.5 *TfE T ON H OF TIT LONIRAGTGR FOR hNY ERROR OR
TOWN OF SOUTHOLD rr�slrLroNxISFARr.
10x75 10 X'15 10x75 10x75 10x75 10x15 10x15 10x75 IOx75 IOx10
DATE a a� North Fork
sxsO O 02 O 02 02 02 O 02 02 02 02 02 02 02 02 02 02 02 02
o Self Storage
SxSO 0 0 0 0 0 0 0 0 0 0
10x10 10x10 10x10 10x10 10x10 10x10 10x10 lox 10 � 50 Commerce Drive
5x50 IOx25 +
v O O O O O O O O Cutchogue, NY
1Ox25 10x25 10x25 10x25 10x25 10x25 10x25 10x25 10x25
LL
0 0 0 0 2 0 0 0 0 0 0 ELEVATIONS
10x20 lox 10 lox 10 10x10 10x10 10x10 10x10 10x10 10x10 lox 10 10x10
5130/0-f
250'b" GAT E
A5 NOTM
2 2nd FLOOR FLAN n 90ALE 2 OF 3
tk-2 5/52" = I'-O"
DAANo
DiGiovanni &
Associates
Architects
26 Preston avenue
sea cliff, ny 11579
(516) 671 -3624
fax(516) 759-7138
04-110 111 ( 51 .°'
d10 A. G �
® ® ®
ISSUED
\\,,1V
m
OUTLINE OF ENIILDIN6 B
WEST ELEVATION
-3Looking East 3/92° = I'-O"
"
m
El
Y REVISIONS
® * m
m
:t m MSE PLA1✓ri ARE AN IN51W.N8U OF`EtVIGE AH7 ARE Tiff
PROFERtt OF M ARLHITEGT.IN-RINSETeM WILLBE
PROSEGIIiED.
wa a"v�ia CO ACTOR s U VMF Y ALL Fle.D C*MTI S ANP
Y m 4 Am GUANRTY OF WORK No kL WE SHALL BE MMMRFIEIDFMADE
r ❑ o ON Tiff IJMV OF THE GORTMTOR TOR AW MM OR
IIAMT ON HIS PART.
vAn�+a
BUILDING 2 BVILDIN6 1 BUILDING 4 I n
North Fork
BUII DING 3
ISelf Storage
I
L------ --------L_ -_-___ _-_ -----------J
50 Commerce Drive
2 SOUTH ELEVA71 ONAPPROVED BY Cutchogue, NY
A`-3 Looking North 3/32 = I'-O"
PLANNING BOARD GOMPOSITE
TOWN OF SOUTHOLD
DATED 1 �� ELEVATIONS
/L U
5/90/01
A_3
DATE
A5 NOTED
SCALE 5 OF
DMAVW w JTU
ciccxeo
BY DD
a 6° REINFORCED 15'-0" (FIRE SATES)
\ EXPANSION JOINTS 1n, 0', (ENTRY BATE
CONCRETE APRON
1 1/2" W/ 6"x6" 6/6 NWM DI,uBLE swwG GATE
- 12" PAVED
/
CJ COVER 2'-6" 4'-0" DRIVFWAY
FINISHED GRADE
SECTION A-A
V 51 Z OPO
E4 A ,i;;,,j?j?��yy Q,
UWID LEVEL 1
O / IWQTH OE EAVEM
1Q! Ile F°+ f.
is, ILL N EXPANSION JOINT y
l / L - - - - J of GATE STOP
CONTRACTION -
6'-2" x 4'-a' JOINT
Q m �EXPANSIDN CHAIN LINK FENCE GATE
Q�Q\ SEPTIC TANK DETAIL M JOINT \\
1000 GALLON TANK) S, \ 1-1/2" 1-1/2" ASPHALT �pPO
G
/ EXPANSION MIN. WI TH za' EXPANSION Cl
JOINT o JOINT /`\\ r pP
r MIN. WIDTH 30'
FINISHED GRADE A °BINDER,COURSE
1' MIN.-12'
PLAN /° T
MINIMUM SLOPE 24' ` k31 C.L.F. "t RC BAS aaD 5E KEY MAP
I 1/8" PER FOOT CONCRETE APRON DETAIL ° ° 1 .6'E
SCALE: 1' = 600'
R = 25.00 INLET NOT TO SCALE
L = 38.60' SOLID / /Q.�A STABILIZED, COMPACTED SOIL
j DOME o SEE PLAN FOR
R f D TYPICAL SEC110N - ASPHALT PAVEMENT APPROPRIATE
NPI E TO BE MINIMUM Py�O / \\-O,p CASTING
f^ 4" CONCRETE COVER
E 2400 CLASS PIPE w s\C\ ( R ,x��j,�
FINAL GRADE WHERE APPLICABLE
N ��L m eP�C\FL ° 1 •A �peD/y�; FINAL R=1..
TnL 300 Sq. FT. �G Q \� �E 2 /F.� S � O GRADE - MORTAR& 11R BRICK C MORTAR
��L MINIMUM OSP GI \.P \g5 N �R Q a0 A� J ° S 11 -
\ p 6 � �Q \�0,. �OJ�N,( 1 � 20 0 0 � J � � ,/� � ' MS BARS ® 6' EACH WAY
0� ADJACENT
RON� N G ,os ��Q�zX� FENG �J�� ��� Q �l f/K1 ..O FC�� "' PAVEMENT ••' 6" PVCROOF
&F DRAIN
STRUCTURE
�o�o h`e _\0_ �P� �\N�0 OE \-�yrR/y\ 9 2' ADS
�� �i �// OO $m o ��° 7„ F N-12 SCHEDULE FOR MORE INFO.
\ 2' MINIMUM e'-0" DIA. (TVP.) G 0��� e.O tl ro o �G 1 '
TO GROUND WATER ° k'L' ! 'p,P : " f \ STORM
\ r Q \ ROLLED ASPH. CURB DETAIL `DRAIN
/ �, n • w 3'-0' WIDE SAND & GRAVEL
SANITARY LEACHING POOL ° 5ti o RING COLLAR ALL AROUND
ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL /* Q OG 0 OATH A 3' MINIMUM COLLAR n� A2G G'LGG,- pP Z, , \- 'lf�, �0 S2 C \� \ " OSc P9 �srQ P ��l.PS J'•{L m QG2 / J' O/ � 00 O 1,O 'O � ��� GROUNDWATER N 111bw
� 0\ � DRYWELL/
sin Q\P y .- m / ,y '9i O !/�0 6' c \� P�SQ G0.71A $� �2 c2 Ie of 2po�oo
F f1,yI NOTE REVISE F c� Go f\ _i e ' ° �y90� °FG
G $m/ STRIPING, PAVEMENT r ' O S T
qT ? F yo\, of rA �m / , , o F SITE LIGHTING SPECS.
0 SIGNINGS AND [j C'AftT �] 6' JLQ �/J,'QJ WALL MOUNTED LIGHTS PARKING LOT LIGHTS
\ /
SIGN LGCA710N ,Pq OT A S J s A ' 'S' USE: USE:
G PAF, OR HANDICAP AS 9° q .Q •°, A ,5, / O COOPER LIGHTING COOPER LIGHTING
P 9
SHOWN AT TIME �S 9L �° EML-250HPS-MT-3S-FG-SO-FL SERIES - OR 250 HE
° A°' OF FINAL LIFT / Q� F2j A �p�(. / 9 0 2 250 HIPS LAMP EML-250HPS-MT-SL-FG-S0-FL
28000 LUMENS EML-250HPS-MT-4S-FG-SO-FL
-HS2S2 WALL BRACKET �VA6001-BZ ATST2800BO-FL
10 U8RED A , UUMENSCOPOLE #ARx5M16NBZ-4 W/BRACKET #
VA6001-BZk
l.r _ P \\� �� �/ rc,�• a6' J�'I Q ' GQ,F p0 2 ,\ �P"9
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SIGN / O i7�OS�\Oc..
LIS
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15TGc 6 O PROP.
1,
I
p�
�\ S >z O/ .o � ° FLAGPOLE
\5� AGE D PING, PAVEMENT g. �`�S c A W INDIRECT _ 1
PROPOSED 6Ra , ° Q 26 02 ' `� / LIGHTING
4' SE 5 W SIGNINGS AND ADD
\ 15' FIRE ao x15 WP PROP. SIGN FOR e h 1 S \
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GATE \ / o. E �QPG<°' a O HAAT TIME y\\ \HANDICAP AS �eO' m% $m / /iG�G1\ '" J ° F
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5' FIRE
\ ��e� l\ . / / sq G 1� f\_ / 10 f Q j /y *v -VO y GATE \
\ /VVI \_/ .
\0
3 / m / /%
IV
v /
DRAINAGE PHASES Q Q /
f \ �Q . \�\,L� y y y o y y y y y \
PHASE I A- / GQ /� �8 Seg y
INSTALL SYSTEMS 1,2,3.9,10,11,12 & 13 V \ �( \ / /� \ y IV y y /
PHASEINSTALL SYSTEMS 4,5,6 & e \ O gym/ / \ / Q \1✓e /`L'NH y yy y
PHASE III \ \ to/ $m i dmf/�1 Q' y y IV
INSTALL SYSTEM 7 - p'� �y. r 1 Q 'LJ ° 2S Q 'Sy,/ y y IV y
PHASE IV \ \ Ge" N ,lfAX_/,\R, T Fx 2� S� -/ Q . / °'\ 'S' *' -V V y y
INSTALL SYSTEMS 14,15,16 & 17 N° GAP 00 C 9l �JS �,• P� y J/ \ y y
PHASE v n°' O �r 1 'm / �`1 y y
ALL DRAINAGE HAS BEEN INSTALLED \ \6 Ge it r\ �(i/IOO,p� to 1�� 6°0 / °�QPG / y -V y y0 y y y y y
DRAINAGE CALCULATIONS LEGENDXO
, 2'��° 2° ' �"a� �� P��� y y'/ y y y y
SYSTEM No. t /lSO y?°� ,v IV " y /
PAVT. AREA - 6840 S.F, x 100% x 2/12 = 1140 CU. FT. y y
GRASS AREA = 2600 S.F. x 10R x 2/12 = 43 CU. FT. Gj Ge p ��• Q S`' `V Oy y y y
TOTAL RED CAP. = 1183 CU. FT. PROPOSED LANDSCAPING \l/� \ / ,.� p j $mf O 1 \4 y y y y IV
USE 3-8' CIA. 10 V.FT. = 1267 CU. FT. ACT. CAP. \ \ y /
SYSTEM N° 2 °W PROPOSED WALL LIGHTS \ Z \.-/ N y /
\ / '� „ y LOT N O. y4 ,v
PAVT. AREA = 2315 S.F. z 1008 x 2/12 = 386 CU. FT. -R-a- PROPOSED SIGNS \s'� G bl y O
ROOF AREA = 6100 S.F. x 100% x 2/12 = 1017 CU. FT. \ '�j O v sq \ % y 133 `.3'94 S.F-v y /
TOTAL REO. CAP. = 1403 CU. FT. • PROPOSED CONC. FILLED BOLLARD �1.,. T�T 2 / / 1 y
USE 3-8' DIA. 12 V.FT. = 1521 CU. FT. ACT. CAP,
p EXIST. CONC. FILLED BOLLARD \ / O 'T 9l �s �J Q • Q�, D6 4 ' - y -v y y Q
SYSTEM No. 3 G.P. \� \ // O FOG TO m i + y y y y J\%�°j CODE SECTION
PAVT. AREA = 2200 SF x 100% x 2/12 = 367 CU. FT.
ROOF AREA - 4325 S.F. x 1DOX x 2/12 = 721 CU. FT. /
/ nl !�Y O y y �� .� ER510NED,POR60ANTT050 DtON50OF 711868E PLAN
TOTAL RED. CAP = 1088 CU. FT. SANITARY CALCULATIONS '�\ �'• lO' s \ / zs y y y 2D WAL 56FFOR77tM7NETLUDON OF APPROVALDA7E0
USE 2-8' DIA. 13 V,FT. = 1098 CU. FT. ACT. CAP. moo' � Q 2C �P�O a p / l ° cj y y \ y -V y y / IAREA BRfAND �G✓^x L/�CJF `7L
s 1noNs
SYSTEM No. 4 DESIGN I 0W \ o / ° S +OG N°/ ° aD P� �Q y -V yy e eF NAME
PAVT. AREA = 1950 S.F. x 100X z Z/12 = 325 CU. FT. AREA OF SITE = 3.0669 ACRES V \ f 1 SO gel G�" Oy IV y y %
ROOF AREA = 3000 ST x 100% x 2/12 = 500 CU. FT. ARTICLE 6 ZONE DESIGNATION = IV 9 17 s \ / Q ` P \ �� y F� -VTEI
TOTAL RED. CAP. = 925 CU, FT. ALLOWABLE FLOW PER ACRE = 600 G.P.O. �� �m� 'rf.• R �Q- y y A1m10 s10NA711RE
USE 2-8' DIA. 1D VFT. = 845 CU. FT. ACT. CAP. DENSITY = 3.0869 AC'S x 600 G.P.D. = 1840 G.P.D. TOTAL ALLOWABLE O `�0,�
�9• �� \ GQ 4) 'm i GQ-11'` ,�0� y J/ �CC� y y IV
SYSTEM No. 5 l / , 1 R J/ J APPROVED BY
PAVT. AREA = 2000 S.F. x 100% x 2/12 = 333 CU. FT. DESIGN FLOW \ / f c� y BOAIU7
Q J Q ' O / \O/ 4 y ,Z,P�vV y y TOWN O SOUTHOI,D PLANi•BNO
ROOF AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. OFFICE SPACE = 1012 S.F. x 0.06 G/S.F. = 60.7 G.P.D. F \ \ V' ryh -7� y G O IV
y y / x .e /n1i -m,61
TOTAL REO. CAP. = 833 CU. FT. 2 BEDROOM APT. 902 S.F. = 225 G.P.D. G). 0m/ 1 i -V ,�Ooma-••'•�-'
USE 2-8' DIA. 10 V.FT. = 845 CU. FT. ACT. CAP. TOTAL REO. CAP. = 285.7 G.P.O. ° \0/ y1. y y A" R186D5IGNA7VRE Bim'
SYSTEM No. 6 SEPTIC TANK P ,�,Yp y
PAVT. AREA = 10,135 S.F. x 100% x 2/12 = 1fiB9 CU. FT. RED. CAP. - 285.7 G,P.D. x 2 DAY FLOW - 571.4 G.P.D. G'° SYST" No. \ Ge.P�O/ GQ/N1�p moi` _v y�+ y y y y / Isn9115llal valid for
` ed site devel0PI134 t p
PROVIDE 1+4.67x8.17 4.5' LIQUID DEPTH = 1000 GAL. CAP. p,°' + 4 y y NOTE:The appFOV vnl as Pel'
ROOF AREA = 875 S.F. x 100% x 2/12 = 146 CU. FT. 9 / l D.W. EL. 40.4 / � •�' O y yry froln the date ofeppro
TOTAL RED. CAP. = 1835 CU. FT. �j• 26l °), \ f \ M / y y y y n Rperiod°ftive6-25Ye
USE L RE DIA. 11 18T. = 1858 CLL FT. ACT. CAP. IFAOHING POOL /j.° Q `'S '� \\ y' IV y ✓ code section 100-255.
RED. SIDE WALL = 285.7 G.P.D. - 1.5 G.P.D./S.F. = 190.5 S.F. (i ( C) 1- \-/�,' 9 / °• IV y1ly,�" y \ 11 C\ /
SYSTEM No 7 EFFECTIVE DEPTH REQUIRED 190,5 S.F. + 25 S.F./V.F. = 7.61 V.F. q oz, o0 \m / bN y `V -V y y C;''9
PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH (n / y (\`-
ROOF AREA = 1800 S.F. x 100% x 2/12 = 300 CU. FT. OU y y y /
TOTAL REO. CAP. = 800 CU. FT. SITE DATA �/'/"97i�iL� \ \ Q . O•� 4 y y y /
USE 2-8' DIA. 10 V.FT. = 845 CU. FT, ACT. CAP. �a y y y y /
SYSTEM No. a
AREA OF SITE 133,594 S.F. / F �- G / SL f/`� y y y 'V y
PAVT. AREA = 4248 S.F. x ,DOR x 2/12 = 708 CU. FT. FLOOR AREA OF BUILDINGS INCL. OFFICE & APT. 40,075 S.F. �s� �� \ \gym/Q y '� y °o. v y QAC/ /
GRASS AREA = 12,000 S.F. x 10% x 2/12 = 200 CU. FT. TOTAL AREA OF BUILDINGS WCL. OFFICE & APT. 66,775 S.F. Aft/� g IV y - b
TOTAL RED. CAP. = 908 CU. FT. PERCENT OF LOT OCCUPANCY 307 1p \ / f 0 4 y y \ y y y y
USE 2-8' DIA. 11 V.FT. = 929 CU. FT. ACT. CAP. AREA OF LANDSCAPING 3,412 S.F. OR 2.6% \-/,��, y y ropsa
SYSTEM No. 9 AREA OF BUFFERS 37,805 S.F. OR 28.3% e-P y y �� /
PAVE. AREA = 2000 S.F. x 100% x 2/12 = 333 CU. FT, AREA OF PAVING 52,302 S.F. OR 39.1% \t.9O \GN y IV y y IV y HEAV io
GRASS AREA = 5000 S.F. x 10% x 2/12 = 83 CU. FT. LOAM
TOTAL RED. CAP. = 416 cu. FT. SCHOOL DISTRICT MATTITUCK o y y .v y
USE 1-9' DIA. 10 V.FT. = 422 CU. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE y y
J
SYSTEM No. 1D WATER DISTRICT SUFFOLK COUNTY WATER AUTH. \ �' 4 -V y y y OO / I HEREBY CERTIFY THAT THE WATER SUPPLY(S)
PAVT. AREA = 343D S.F. x 100% x 2/12 = 571 CU. FT. FIRE DISTRICT CUTCHOGUE \ / %� IV /y y y � / SYSTEM(S)
ROOF AREA = 4620 S.F. x 100% x 2/12 = 770 CU FT. TOTAL PARKING REQUIRED 47 SPACES SYST. y AND/OR SEWAGE DISPOSAL SYSTEMS FOR THIS SAND a
TOTAL RED. CAP. = 1340 G1 7 TOTAL PARKING PROVIDED 88 SPACES D.W. EL.(4 0) ,V y y y PROJECT WERE DESIGNED BY ME OR UNDER MY
USE 3-8' DIA. 11 13T. = 1394 CU. FT. ACT. CAP. GRAVE:- o
LI y y y y Q ' ,v / DIRECTION. BASED UPON A CAREFUL AND w
SYSTEM No. it EXISTING ZONING y IV y ��� � THOROUGH STUDY OF THE SOIL, SITE AND
PAVT. AREA = 2505 S.F. x 100% x 2/,2 = 417 cu. FT. USE MINI STORAGE \ y y y �O 1�ROUNDWATER CONDITIONS, ALL LOTS, AS
ROOF AREA = 5010 S.F. x 100% x 2/12 = 835 CU. FT. \ v yo �V y y PROPOSED CONFORM TO THE SUFFOLK COUNTY
TOTAL RED. CAP. = 1252 CU. FT. ESTIMATE OF QUANTITIESy \ DEPARTMENT OF HEALTH SERVICES CONSTRUCTION
USE 3-8' DIA. 10 V.FT. = 1267 CU. FT. ACT. CAP, \ y \Vv \ y y y ySYSTEM No 12 COBBLESTONE CURBING NONE y y y / STANDARDS N EFFECT AS OF THIS DATE.
PAVT. AREA = 2385 S.F. x 100% x 2/12 = 397 CU. FT. CONCRETE CURBING NONEy y
ROOF AREA = 4770 S.F. x 100% x 2/12 = 795 CU. FT. IV / -
TOTAL RED. CAP. = 1192 CU. FT. ASPHALT PAVING 52,302 SQ. FT. a v y y y 31GNED TEST HOLE
USE 3-9' DIA. 10 V.FT. = 1267 CU FT. ACT. CAP. FENCING 1455 LIN. FT. \
SYSTEM No t3 DRYWELLS SEE DRAINAGE CALLS. \�Vy y y
PAVT. AREA = 2360 S.F. x 100% x 2/12 = 394 CU. FT. \�6F' y y y y y P�y �P / / PRELIMINARY SITE LAYOUT
GRASS AREA = 8800 S.F. x ,D% x 2/12 = 147 GD. F1. PARKING REQUIREMENTS
TOTAL REO. CAP. = 541 CU. FT.
USE 1-8' DIA, 13 V.FT. - 549 CU. FT. ACT. CAP, OFFICE SPACE = 1012 S.F. - 100 = 10 SPACES \ \ V y y IV ��\ �JP�O \ NORTH FORK SELF STORAGE
SYSTEM No. 14 APARTMENT SPACE = 1 SPACE REQUIRED \ AT
PAVT. AREA = 2760 S.F. x 100% x 2122 =aso cu. FT. STORAGE SPACE = 64,861 S.F. + 1000 = 65 SPACES C SITUATED G
ROOF AREA = 2150 S.F. x 100% x 2 12 = 358 CU. FT. y G CUTCHOGUE
GRASS AREA = 800 SF x 10% x 2/12 = 13 CU. FT. TOTAL SPACES REQUIRED = 76 SPACES \ y ��\�, \�� /
TOTAL REO. CAP. = 531 CU. FT. `' TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
USE EM DIA. 10 V.FT. = 905 cu. Fr. ACT, CAP. PARKING SPACES PROVIDED = 16 SPACES \ \ y
SYSTEM NO is \� \�/ _ S.C.T.M. 1000-096-01-001.4
PARKING
SPACES PROVIDED = 71 SPACES
PAVT. AREA = 1792 S.F x 1002 x 2/12 = 299 CU. FT. y � JC�� 36,I. ,_,O NrI1•I ti PREPARED BY: PREPARED FOR:
ROOF AREA = 2150 S.F. x 100% x 2/12 = 358 CU. FT. TOTAL SPACES PROVIDED = 87 SPACES �' " _;��711, L
\ �,Z./ �� �R�A ` ' KENNETH H. BECKMAN, L.S. NORTH FORK SELF STORAGE LLC
TOTAL RED. CAP. . 657 76 FT. NOTES:USE L RE DIA. 9 V.FT. 7 U. CU. FT. ACT. CAP. Q- P.O. BOX 1270
SYSTEM No 1s '� 1814 YING AND LAND PLANNING
1. THIS PROPERTY ALSO KNOWN AS LOT 4 ON �� \ \� "� 1. 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y.
PAVT. AREA = 3550 S.F. x 100% x 2/12 = 591 CU. FT. " � SUITE D
AT
ROOF AREA = 2150 S.F. x 1ao% x 2/12 = 35B CU. FT. MAP OF NORTH FORK INDUSTRIAL PARK. _
TOTAL REQ. CAP. = 949 CU. FT. 2. THERE SHALL BE NO ACCESS TO MIDDLE \ �° o� RIDGE, N.Y. 11961
USE 2-e' DIA. 12 V.FT. = 1014 CU. FT. ACT, CAP. ROAD (C.R. 48). �� ---
1r""' " REVISIONS:
SYSTEM No. 17 3. STORAGE BUILDINGS DO NOT CONTAIN \ ` SCALE: 1" =20' �;,r„ro.�.... ,'r;1tl1°0J-10°10 DRAWN BY: KAK
PAVT. AREA = 900 SF, x 110% x 2/12 = 300 Gu. FT. POTABLE WATER OR SANITARY FACILITIES. BOLLARD DETAIL / C�\ v►�\ ,Ilc;inhm.o:.�• 'mo�L '• nm ,-,a•
GRASS AREA = 9000 S.F. x 10% x 2/12 = 150 CU. FT. DATE: DECEMBER 2001 I�wr^" CHECKED BY: KHB
TOTAL REO. CAP. = 510 CU. FT. 4. THERE ARE NO WELLS WITHIN 150' OF NOT TO SCALE
USE 1-E' DIA. 13 V.FT. = 549 CU. FT. ACT. CAP. PROPOSED SANITARY SYSTEM. / DRAWING: BB1-6564 JOB No. B01-6564 SHEET: 1 OF 1