HomeMy WebLinkAbout1000-96.-1-20.1NOTE:
THIS SITE PLAN WAS PREpARED-WITH INFORMATION TAKEN FROM A SURVEY MADE B~' RODERICK
VAN TUYL, p.c., LICENSED LAND SURVEYOR, GREENPORT, NEW YORK, DATED: DECEMBER 8, t986
NOTE:
NO KNOWN SURFACE WATERS OR WETLANDS-WITHIN
3D0 FEET OF SUBJECT PARCEL
,/
NO PUBLIC OR PRIVATE W]ELLS WI'THIN t50 FEET OF
PROPOSED SANITARY SYSTEM
NO NEIGHBORING SANITARY SYSTEMS WITHIN 150
FEET OF PROPOSED WELL LOCATION
NO PUBLIC WATER OR SEWERS AVAILABLE IN THF
VAClNITY OF THIS PREMISES AT THIS 'rIME
~' ' Rdi~F DRAINAGE
CALCULATIONS
System "A": ,,
Roof Area. ,,~ '680 sq. ff.
Volume - 680x .167 t141:u, fL
Provide t- 8' d~a. x 3'- 6" deep storm drainage ring {t48 cu.ft.)
with sla. b and 2' conc, cover
System "B':
Roof Area - 680 sq. ft.
Volume - '68§ x .t67 114 cu., ff.
Provide 1- 8' dia. x 3'- 6" deep storm drainage ring (t48 cu,fl.)
With slab and 2' conc. cover
RoofArea - q76eq, ft.
Volume - 876~( .167 146au:ft.
Provide t- 8' dia. x 3'- 6" deep storm ~dreinage ring (148 ct~.ff.)
% : with slab and 2' conc. c~3ver
System "D"
Roof Area - 876 sq. ft.
VOlume - 076 x .167 146 cu. ft.
Provide 1- 8' die, x 3'- 6" deep storm ,drain~.ge ring (148 cu,ft,)
with slab and 2' conc. CoVer
System "E'
RoOt'Area - t,n40sq, ft.
Volume. - 1;040x ,t67 = 174cu. ff.
Provide 1 - 8' dia. x 4'- 8" deep storm drainage ringr(190 cu,ff.)
with slab and 2',conc. Cover
, Syetem~!'F"
Roof Area - 1,040 sq.
Vdlhme - t,040x .167 = 174cu, fL
r Provide 1- 8'. dis, x 4'- 6'i deep storm d mlnage ring (t 90 cu,ft.)
with slab and 2' Conc. cover
STORM 'DRAINAGE CALCULATIONS ~,.'
System # t:
ParkingLotAtea- 4~180eq. ff.
Volgme~, - ~,,t80x .167 = 697cu. ff.
p~ride 2;~. 8' dis. X..S'- 6" "d~ep el~f~ d~inagp ring (.718 cu. ff.)
. . One with t~;affic bearing slab jDd. cast il;an in[et grate
: One With traffic bearing slab, chlmne~ and 2' conc, cover
system # 2:
ParkingLotArea- 4,6800q%.ft.,
Vo, tume - 4,680x .t87
' P~ov,d,
J; "'"" 4'
.~ SITE AREA'
~BUILDING AREA
, LOT COVERAGE
~,,LAND$CAPED AREA
Required
d Provided
.: WATERI SUpPlY
TAX MAP No.
ZONING
USE
Existing
:' Prbposed
OWNER
2- 8' dia:x 10'- 6" d,eep stg,.n~¥.reiq .~.a' ring ( 881cu..fL )
One with traffic bearing siab~l~ll~t i~n inlet grate
OneWith traffic bearing ~ab,~chlmfi~y iI~d-2' conc. cover ',
SITE ,DATA
39,524 sq. fL ( 0.907 acme )
5r272 sq. ft.
13,3%
8DWA
1o0o- 96- 0-1- 20.1
LIGHT INDUSTRIAL
VACANT LOT
LANDSCAPE CONTRACTORS YARD
CHRIS MOHR
142~1 JACOBS LANE
SOUTHOLD, NY 1t971
= ~S~cu. ft. .PARKING' SCHEDULE
CONTRAC~D, RS[YARD.
I Spac~'~ employee
' +T~(2) '-
ACCESSORY STORAGE
-¸5
2
7
2
.1 Spacell 000 sq. ff.
' ,208011000
Total Parking Required -
Total Parklng~Provided -
SITE DENSITY'ANALYSIS
IV
.907 arras x 300 g.p,d. = 272 g.p.d
HYDROGEOLOGIC ZONE
ALLOWABLE SITE DENSITY
ACTUAL SITE DENSITY:
GENERAL IN DUSTRIAL SPACE
"/~'--' ~ANITARY'"'~ WASTE DISPOSAL DESIGN
SYSTEM REQUIRED:
~ 4 ~ S~'f ~ YL~ Pools 1281t ~8 = 85.3 s~. fl,
Le ' Peels 1- S'dia, xt2'high = 300.6
a p~ of~ (3) ye~ ~m ~ ~ of~ u~
code s~on 100-255,
PROPOSED SANITARY SYSTEM ELEVATIONS
Grade 48.00
8,T. Inlet SS.S0
S.T. Outlet 55.00
L.P. Inlet 54.85
Bottom of Pool 42.85
Groundwater. 14.00 ,
SECTIONS
.,,.,~,~-~..~.~,~,,.o~,~ . DEC - 9 2004
-, S~u~hr~ld Tawn LEGEND
A~ I ~ ~ ~ ~,~,~,~r~ "S.T." New Septic Tank
"L.P." New ~aching Pool
~~ ~ I~,~. "F.E." F~umExpansion
architect
123~0 Traveler Street Solthold'N.Y. 11971
'il,
O-'D ~ o n ,
NOTE:
THiS SITE PLaN WAS PREPARED WITH INFORMATION TAKEN FROM A SURVEY MADE BY RODERICK
VAN TUYL, P.C., LICENSED L~ND SURVEYOR,'GREENPORT, NEW YORK, DATED: DECEMBER 8, 1906
LANDSCAPE pLANTIN~ SCHEDULE
QUANTITY COMMO,N NAME I~IZE 8pACING
8 BLUE SPRUCE' ?'- 8' 12! O/c
20 ARBORVITAE' 4'~' 6' olc
2 ALBERTA SPRUCE S GAL AS SHOWN
6 CRIMSON KiNG MAPLE 1-tlfl"~to 2" 12'
"' CALIPER '
1 WEEPING BIRCH g'-'6¢ -AS, SHOWN
10 ILEX ~'-,'3' 4' O/C '
t0 RED ~LIAS- ~ GAL t 8P o/c
60 A~SORTED MULCH BEDS VARIES
~E~NNIALS
26 f¢ont DEClDUO~ TREES EXlS~NG VARIES
7 rear
~ 2S RHODODENRON 4'.5' ~ VARIES .
NOTE THIS LANDSCAPE pLAN WAS PREPARED
CHRIS MOHR, LANDSCAPER.
GA i:::I.i::IE TT
TRANCG
SITE DATA
SITE AREA
,. BUILDING AREA
LOT COVERAGE
LANDSCAPED AREA
Required
Provided
~ WATER SUPPLY
,[ TAX MAP No.
: ZONING
USE
Existing
Propoged
OWNER
39,524 sq. ft. ( 0.907 acres )
6,272 sq. ft,
20%
27%
SCWA
1000- 96-01-20.1
LIGHT INDUSTRIAL
VACANT LOT
LANDSCAPE CONTRACTORS YARD
CHRIS MOHR
t420 JACOBS LANE
SOUTHOLD, NY 11971
PARKING SCHEDULE
' CONTRACTORS YARD:
I Space / employee
+ TWO (2)
ACCESSORY STORAGE
t Space/l, O00 sq. fi,
2QSb/1000
Total Parking Required -
Tut~l Pork ng Provided -
5
7
2
9
9
.I
UND£RWR TE~S iR--IF rATE!
,TtON SHALL
BUILDING DEDIGN CRITERIA,
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
MEET THE REQUIREME~S OF THE
CODES OF NEW YORK STA~E COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF
DATe:~(% I~ ~.P.~ ~E~ ~1, o1~ ~m~TmZGA
FEE: ~{~ BY: ~g ~ SO~H~TOm~NI~
NOTI~ BUILDING DEPARTMENT AT J ~T~TR~
765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTDNS:
1. FOUNDATION - TWO REQUIRED
~oN ,ou.~ coNc. ET~ FLOOD ZONE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION OOMPLY WITH CHAPTER "46"
4. FINAL - CONSTRUCTION MUST FLO0~' DAMAGE PREVENTION
SE COMPLETE FOR C.O. SOUTHOLD TOWN CODE.
ALL CONSTRUCTION SHALL MEET ~HE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR PLUMBING
DESIGN OR CONSTRUO'IO.~! ERROR.% AI_I_I~tlI~IRIN~WARTE
&~WATER LINES NEED ~,~
TESTING BEFORE COVERING
OCCUPANCY (~R
USE IS UNLAW ;UL PLUMSER CERTIFICATION ,
WITHOUT CER' ['IFICATE ON LEAD CONTENT BEFORE
CERTIFICATE OF OccuPANCY ~V
OF OCCUPAN¢Y SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2/10 OF 1'% LEAD.
RETAIN STORM WATE FI RUNOFF
PURSUANT TO SECTIC ~145-10G
OF THE TOWN CODE.
f.D ® ® ® ® ® ®
CERTIFICATION OF ~ _ , _ i , ,
NAILING & CONNECTI¢ NS
I
REQUIRED.
' ~'-~"×7'-o" RIGHT ELEVATION
FRONT ELEVATION ~,o~ ~o~
SCALE l/4" = I' SCALE 1/4" = I'
,,
F WINDOW.~Cid~-DULE BUILDING DEDIGN CRITERIA,
\
I I
D/M WINDOW 2/2 [ j ~ro*u~.v
GAS~ WINDOW
~ VENTING 5ASH ~ ~ ~ 0
VERTICAL P~NEWt I-It2" BA~EN5 ~ ,
" I
REAR ELEVATION ~,o~oo~ LE~ ~LEVATION .' ~%., ,,,
DARN DOOR DETAIL
SCALE I" = I'
20LO"
R ~1 ,tm
24L0''
FLOOR PLAN
SCALE I/4" = I'
ANCHORAGE
COP. NERD DETAIL
SCALE I/4"
I ' 4" GRADE
5ECTION AA
SCALE 1/4" = I'
2" X b" R&FTER5
20' - 2 [/2"
SECTION DB
5CALE I/4" = I'
25' - (7
7
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