HomeMy WebLinkAbout1000-84.-1-32.1
CORAZZIE CORAZZINI SAND & GRAVEL 62485 COX LANE CUTCHOGUE, TOWN OF SOUTHOLD m
s SUFFOLK SUFFOLK COUNTY, NEW YORK
TAX MAP I SUFFOLK TAX MAP NO. 1000-84-01-32.1 Z SUFFOLK COUNTY HEALTH DEPARTMENT PERMIT NO. C10.09.0008 U O m
PROPOSED REDESIGNED
STONE BLEND DRIVE & PKNG. N PROPERTY OWNER: U co N
10' HIGH LEYLAND CYPRESS RICHARD RICHARD W. CORAZZINI PO BOX 1281 CUTCHOGUE, NY 11935 to UU Y W
{ (SEE PAGE SITE-3) SITE DATA L] loo > 0 0 J
v ~ @ 10' O.C. ALONG \ SITE DATI CC cc am LU
ZONING CLASSIFICATION LI 4 Q¢ a 3 a
NOW OR FORMERLY EAST PROPERTY LINE ZONINGC FLUGER 1 EXISTING EXISTING & PROPOSED USE SAND & GRAVEL SUPPLY YARD m m W O a C3 Z Z TOTAL AREA OF SITE 6.86 ACRES / 298,965.87 SQ.FT. ~p ~p ~p m
OUTLINE OF EQUIPMENT 565.361 TOTAL AR o V V C7 ¢
b STORAGE AREA O O AREA OFI x N Y AREA OF, AREA OF EXISTING BUILDING 3,150 SQ. FF. (1.05%) Z Z Z C3 Z 0- 0 O
AREA OFI AREA OF ASPHALT PAVEMENT 1,514 SQ.FT. (0.52%) Z Z Z W Z U) Q Ln AREA OF PERVIOUS PAVEMENT 21,218 SQ.FT. (7.1%) g g g^ ¢
u AREA OF i AREA OF CONCRETE WALK 340 SQ.FT. (0.1%) a O. LL Q a m
A WATER SUPPLY LIN REMAINDER 272,748.87 SQ.FT (91.2%) 3 W W W 3 W W Z
p BLUE REMAINDI _ - - BRUTE / N \ AREA OF PROPOSED BUILDING 8,970 SQ.FT. (3.03%) D_ 0- O_ W D. ¢ Z
/ m2yN CP AREA OF AREA OF AREA OF ASPHALT PAVEMENT 726 SQFT(0.24%) Q co ¢ Z [4 J Z
- • _ - I / / 9G) AREA OF AREA OF AREA OF PERVIOUS PAVEMENT 25,463 SQ.FT. (8.5%) Q Z g
X00 / ^ Obi ~m \ REMAINDI AREA OF CONCRETE WALK 340 SQ.FT. (0.1%) ¢ O a REMAINDER 263,466.87 SQ.FT.(88.13%) g p: W
\ - i = N39°11'10"T/,
/I~ D~/ iP O ,O COVERA( COVERAGE: (BUILDING) ALLOWED - 89,689.74 SQ.FT. OR (30%) W p CO PROPOSED - 8,970 SQ.FT. OR (3.03%) Q Q
u N 0, COVERA( COVERAGE: (LANDSCAPING)
MINIMUM MINIMUM LANDSCAPED AREATO BE PROVIDED -
M IEP 74,741.45 SQ. FT. OR (25%) PROPOSED - 5,520 SQ.FT. OR (1.8%) W ^ co T ~ C4 ^ W
PARKING PARKING CALCULATIONS O N N^ N O +r- F-
- - - - - - - - - - - -
- ~1_-__--~ OFFICE OFFICE O (O L6 6 (O PROVIDE 1 PARKING SPACE 1100 SQ.FT. OF BUILDING AREA O O O r O O
WAREHOUSE AREA
z ' . OVERHEAD UTILY LI wAREHOI PROVIDE 1 PARKING SPACE 11,000 SQ.FT. OF BUILDING AREA
4-
C3, - a---- l \4\ 11. 12 ~p11~p0 \ \ OFFICE OFFICE 630 SQ.Fr.. PARKING REQUIRED 7SPACES
N dig WAREH01 WAREHOUSE AREA 8,340 SQ. FT /A
PARKING REQUIRED 9 SPACES c n
N 46055'5911 E EXISTING MOBI ETRP R N ' Z Q SE RELOCPTEO `J ? TOTAL PA TOTAL PA TOTAL PARKING REQUIRED 16 SPACES W TOTAL PARKING PROVIDED 16 SPACES L
(INCLUDES 1 HANDICAPPED SPACE) f
93.14' 60.0, m 9 P
SANITARY DESIGN CALCULATIONS U N
I I EXISTING 1 -STORY 16' 3 SANITARY DE:
_ I METALBUILDING t 1. ALLOWABLE DENSITY /O//~ co
ON Si - FFE 101.5 N . ~ ~ \ 0 13 14 1 \ / I Vi 3150 S.F. b O ,3 4; I. ALLOWABLE ~45ro V A A OU, j TOTAL TOTAL QUALIFYING ACREAGE: 6.86ACRES VJ (7)
HVDROGE HYDROGEOLOGICAL ZONE IV: 600 GPD/ACRE MAX. ALLOWABLE DAILY FLOW (n
1 / \ I I 2 6.E _ \ \ -e- 6.86 ACRES X 600 GPD: 4116 GPD U) Z
II. DESIGN CALCULATIONS !\f W O y
Z l 10 1 c ,.rte rv BULK STORAGE AREA, \ \ c 11. DESIGN CAL C3 77A 0 T TOTAL OFFICE AREA 630 SQ.FT. 0 m
~13 ^ , 1 \ \ \ \n TOTAL WAREHOUSE AREA= 8520 SQ.FT. U C
N \ I I B F T( -10,
/ \ Y 2 NON-MEDICAL NON-MEDICAL OFFICE SPACE@ 0.06 GPD/SQ.FT. 0 630X0.06=37.6 GPO W Do O a
/ /I I I II \(I \1 \ \ \ \ ~ ~ \ \ ~ G9 GENERAL INDI GENERAL INDUSTRIAL WAREHOUSE SPACE @ O.D4 GPD/SQ.FT. C co 0
8340 X 0.04 = 333.6 GPD O 2 TOTAL DENSITY = 371.4 GIRD
ALLOWABLE DENSITY=4116 Q U
/ PROP ED 1\ STORY \ \ ` \ \ \ 1 \ \ \ \ \ 2 III. SANITARY I III. SANITARY DESIGN FLOW
1 METAL BUIL G O SLAB I / 11 I I I ~ / ~
R 1. SEPTIC TANK: 371.4 GPD X 2 DAY'S FLOW = 752 8 GPD USE1- e'0 X 4'LIQUID DEPTH SEPTIC TANK J
11 F.F.E 101.5 82p S.F. \ \a 1 1200 GALLON CAPACITY
r ° g 2. LEACHING POOL
11 1 371.4 GPD 11.5 GPDISQ.FT. = 247.6 SQ.FT. PROVIDE MINIMUM 300 SQ FT. SYSTEM
/ I _`1 i \ I \ \ \ I \ \ D USE 1 - 8'0 X 12' DEEP LEACHING POOL
TOTAL CAPACITY = 300 SQ FT. 3. MIN. 50% EXPANSION POOL
\9e\ t GRAVEL BINS @ 15' FROM EAST PROVIDE FOR 1 -8'0 X 12' DEEP EXPANSION POOL
TOTAL CAPACITY = 300 SO FT. 833j~ d
PROPERTY LINE OR IN LINE U\ a` DRAINAGE Cl DRAINAGE CALCULATIONS (DESIGN FOR V RAINFALL IN 1 HOUR) ,0~~ yGP 45)
EXISTIN%STO~KPIL~S~j I WITH DUMP ENTRY GATE q pROPO ~ m 6 \ A PROPOSED i - STORY METAL BUILDING w a °,o p
` / \ OF SAND AND GRAVEL I I I I 1 y 60 X 97'= 5820 SQ. FT. X 1 X 2112 = 970 CU. FT. CAPACITY REQUIRED z N o
1 1 I I ~i /jam 970/42.2=±23 LIN. FT. OF B'O DRYWELL - W PROVIDE 2- 8'0 X 12' DEEP DRYWELL O Z o k
1~~1 \ \/I \m o o =±1013 CU FT PROVIDED ry ~-/~VS ?p
_ m \ B. Exlsnn B. EXISTING 1-STORY METAL BUILDING ifs p 75 X 42' = 3150 SQ. FT. X 1 X2/12 = 525 CU. FT. CAPACITY REQUIRED M,9F'
525 / 42 2 = 12.44 LIN FT OF SO DRYWELL 41G7~-
PROVIDE 2-NO X B' DEEP DRYWELLS =5675 CU. FT. PROVIDED
I
o ~ THE UNDERSIGNED, PURSUANT TO SOUTHOLD TOWN CODE SECTION `r U
W 100-254(1), ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN O
11 1 EXISTING FOCKPILL /~.II\I,111111I,I \ APPROVAL SET FORTH IN THE RESOLDTION OF APPROVAL DATED
\ 1 9 NQ AND GRAV 11 ` / I I /20 ARE ACCEPTED ((SEE CONDITIONS ON RESOLUTION). Q
p PLEA BPRINTNA + U J Z
0 00, in, ACv(2F~/ U L/2j LL O
A TITLE DATE L
APPROVED BY U r
TOWN OF SOUTHOLD PLANNING BOARD 0-
1 ~ \ \ 1 /~~//lull , , w o
C' 0-' 25 - 7 TO 8' TALL EASTERN RED CEDAR ON 4' HIGH BERM ALONG SOUTH PROPEyo \rn \
(.0 CHAEtPERSO SIGNATURE ~DATE ~ N~
NO WELLS USED FOR DRINKING WATER \ NOTE: The approved site development plan shell be valid for a period of eighteen (18) J L 1 \ pronths from the date of approval as per code section 100-255. I V O /
~i WITHIN 150' OF PROPERTY LINES
~j Ir OZ V~
LEGEND:n~ KEY MAP 0 ~ O
A - 8'0 X 12' DEEP DRYWELLS (SEE PAGE SITE-2) 1" = 1900'
1900' 0' 1900' 3800' nl
jO"' N poaM~R~yo B - 8'0 X 8' DEEP DRYWELLS (SEE PAGE SITE-2) SpoSNp~
1°o~ SOS Napo 1 - 1 iF C - 26 WATT COMPACT FLUORESCENT WALL SCONCES ABOVE GARAGE DOORS. DARK SKY COMPLIANT (SEE PAGE SITE-3) Long Island Sound CD
D - 75 WATT DARK SKY COMPLIANT WALL CYLINDER
BY ENTRANCE (SEE PAGE SITE-3) Da[k Pond Pt
1 / /~29~38
E -TWIN FIXTURE SECURITY LIGHT, MOTION SENSING DRAWN BY: LR
DARK SKY COMPLIANT (SEE PAGE SITE-3)
1. - PROPOSED SEPTIC TANK DATE: 10.28.08
A 2. - PROPOSED 8'0 X 12' DEEP SANITARY LEACHING POOL / p OD
SCALE: AS NOTED
/ SITE PLAN W/ IMPROVEMENTS M ENTS 3. - POSITION FOR 8-0 X 12' DEEP SANITARY EXPANSION POOL 4. - EXISTING SANITARY LEACHING POOL TO BE ABANDONED U
(1-4 SEE PAGE SITE-2) N SHEET
i ~ SCALE: 1" = 30' X - EXISTING 2" WATER METER W/ COPPER CONNECTIONS T6 ~JU
SCTM# 1000-64-01-32.1 1" = 30' EXISTING PUBLIC WATER MAIN /
ALL SITE DATA FROM A SURVEY BY REDDAN SURVEYING INC., 30' 0' 30 60 Y - PROPOSED 2" RPZ VALVE IN HOTBOX I~oln
MEDFORD, NY 04.03.06 REVISED 09.08.06 Z - BRASS CURB STOP W/ EXTENSION TO GRA6E
TOPOGRAPHY REVISED 10.28.08 aumruw as° OF 3 SHEETS
SCDHS PERMIT#C10-09-0008 05.17.12 „xa
OCT 15 Z013
J J J J J J J CO I
U O °
U
W U) N
o - 2" PUBLIC WATER SUPPLY LOCKABLE CAST IRON N Q IW-
COVER TO GRADE Cc cc ¢ W O O J
FINISHED GRA FINISHED GRADE O a O O m 0-
/ooh CPI / IIO 1r O' 0" MIN. RE C BEARIN SLAB m m m W m a 0 CBEARIN SLAB 1'MIN-2'MAX'
WHERE NECESSARY JECESSARV 2 Z Z Z I, Z Z
41 j10 N / INLET INLET Z= Z o -
w ~ o PERMITTED SANITARY SYSTEM- MINIMUM4"GICLASS , Z Z u) cc Ln ILL! VIMUM4"0CLASS I' a a z ¢ Q~ 400 SEWER PIPE ¢ g 0 o W
1 - 8'0 X 4' L.D. 1200 GALLON SEPTIC TANK CAST HEAw°O IRON OVE COVERRS P 2410 SEWER Y~'PIPE O PITCHED 4-11' ¢ 0- m< d 0 m¢ 5; (D
TEST ; EXP.I q
v _ K rs 1 - 8'0 X 12' DEEP LEACHING POOL FINISHED GRADE TOGRADE TCHED J 11' f ~ F II. zr MAX. ~o a a Wa w Wa jr Z I
'--"I-TOLE 'MIN.TRAFFICDEARING 2 A gBMINIMUM EV o1 N h LL y Q Q Q W DO J Z
1 - 8'0 X 12' DEEP EXPANSION POOL SI DHI R ' A of o cDazS
INLET a >r3' MIN > ¢ O D_ w a W o W
MINIMUM 4"0 CLASS - OUTLET Q 2900 SEWER PIPE d"0 2 3 o LU
ryO PITCHEDY"H' T MINIMUM 35 PVC PIPE
MNIMUM_ - WITH a Q li TRATION CLEAN CLEAN SAND
EXISTING SANITARY TO BE REMOVED Z PITCHED MIN PITCHED MIN. Ye"IP PENETRATION D VIRGIN 3 MIN. ABOVE GROUNDWATER \ AND GRAVEL
',l z SAND 8 GRAVEL AS PER SCDHS REGULATIONS 1 NTO VIRGIN Ww GRAVEL 17 r N Co r N ~
W cD C r CO M 0 Q
O N N N
EXISTING ±691 SF MOBILE TRAILER O N 0 r 01 N 0 ,C) 00 r 00
TYPICAI TYPICAL SLAB TOP LEACHING POOL
43p•/ CYLINDRICAL SEPTIC TANK -
NO SCALE - SEE PROFILE
Cn
NO SCALE - SEE PROFILE W
•O• 1-
1- 8'0 X 12' DEEP LEACHING POOL Q
1- 8'0 X 12' DEEP EXPANSION U
61 Q~ L
i EXISTING 3150 SF 1 - STORY BUILDING - EDGE OF BUILDING LOCKABLE CAST IRON
4Qj (630 SF OFFICE / 2520 WAREHOUSE) COVERS TO GRADE ACKFILL WITH CLEAN SAND TO MIN. 6' O _
FIN. FLR. ELEV. 101.5 ITO VIRGIN SAND & GRAVEL Q N TO z
W C N
GRADE EL. ±100.0 N
\cp ELEV. 98.0 Y m
1/4"/FT MIN. L 1/8"/I 1 /8RT 2 ~ o a
v 00, I.E.98.0 8'0 X 4' L.D. ELEV. 97.5 o
I.E.97.6 1200 GALLON I.E.97.1 x
G < U
PROPOSED 8'0 X 8' OR 12' DEEP SEPTIC TANK LEACHING lo-,
DRYWELLS FOR ROOF RUNOFF 03 POOL U) I J
I W VJ Q//~ J
MINIMUM 4"(d CL la
CLASS 2400 SEWER PIPE
I I
I ELEV. 85.5
NO GROUND WATER WATER aa3N
ERED @+ P 4'.J
a~ ~~yD ma ,au
PROFILE ENCOUNTERED
NO SCALE ~ ~ n ` ul r
O Z o
PROPOSED 5820 SF 1 STORY
24" CAST IRON FRAME & GRATE METAL BUILDING ADDITION TO CONNECTION 1007B O LLFOUN PATTERN 4 GRATE rb ~~S ATTERN B'OX8"THICK
APPROVED APPROVED EQUAL. DUAL. 3000PSI REINFORCED LICE
EXISTING WAREHOUSE SPACE AT BUILDING E CONCRETE TRAFFIC COVER. USE #4 RESAR
6" MASONRY @ 4" O.C. EACH WAY
FINISHED GRADE ELEV. x;100' CHIMNEY
,C Y. rKIN nnn Cn OAAIMAD DI AAI LL~
SCALE: 1" = 10' H Z TOP OF DRV W ELL
Q Q ELEV.±98.25 ui J W
o~????? ELE
9" CORRUGATED POLYETHYLE ~:EPIPING (TYP.) VARIOUS LENGT .
APPROVE BY O U O <
I INVERT EL. t97. PLANNING B ARD EL = Z
\ - I ,x TOWN OF 50 THOLD _ W O
8' O 12' Y ` DATE ( N Q
"ate a x
EL. 100.0 0.0
100 MIXED SAND,
LOAM 8 GRAVEL i
2 0' U
KEY MAP BROWN SILT Z
1"=1900'L 1900' 0' 1900' 38\ ML 4.0' n n ' 3 I y co ~ Cn
BROWN FINE TO
COARSE SAND W/ 20% GRAVEL SW 6.0' NO 8' 0 N
Long Island Sound / w
GROUNDWATER a
P.vk Pond Pt PALE BROWN ENCOUNTERED DRAWN BY: LR
FINE TO
COARSE SAND BACKFILL MATERIAL TO BE CLEAN WRAP Et WRAP ENTIRE DRAINAGE RING DATE: 10.28.08
- SANG) AND GRAVEL (TYR) W/ 6 oz. W/ 6 OZ. NON-WOVEN GEOTEXTILE FABRIC SCALE: AS NOTED
SW 23.0'
D DRYWELL SHEET
SCTM# 1000-84-01-32.1 TEST HOLE TYPICAL DOWNSPOUT AND DR
;URVEYING INC., NO WATER ENCOUNTERED
ALL SITE DATA FROM A SURVEY BY REDDAN SURVEYING NO SCALE COMMERCIAL 1.08.06 TEST HOLE PERFORMED
MEDFORD, NY 04.03.06 REVISED 09.08.06 OCT 1 s2~13
N TOPOGRAPHY REVISED 10.28.08 )8 BYMcDONALDGEOSCIENCE05.01.09 NOT TO SCALE
SCDHS PERM IT#C1 0-09-0008 05.17.12 7.12 0 F 3 SHEETS
MIITIINCR P'
4e+^
Heath Zenith® Motion Sensing Security J J J J m
3 I FOOTCANDLES AND BEAM DIAMETERS
I J _ J Light in Rust (HZ-5718-RS)
CIA. OF CIRCLE AT 30" ABOVE FLOOR FIXTURE OPENING SKU 1299666 U
\ E. MOTION SENSING SECURITY LIGHT
co ~Y' J ILLUMINATED ABOVE FLOOR 4.0 13.0 6 FT. 7.1 FT. Product Dataib L
W12 - 120W PAR 38 INCANDESCENT FLOODS 270 dearee Cl ¢ W
2.2 7.0 10 FT. 9.7 FT. 100h tletectfon range ¢ ¢ Q m
v I Pnwdercoated metalfixture O O O Thumbscrew adlastments m m m W
N 12.3 FT. 1.3 4.4 12 FT. Enertw Sta r lfstetl Z Z Z j z
Dark Sky corn pflant 0
14.9 FT. 0.9 3.0 14 FT. Extends bulb lHe by 4 tl mes z Z Z Z Z Z I=yl -
D. 75 WATT INCANDESCENT WALL FC FC DuaI bMe g g g Alertflash a a (L 3
CYLINDER 6' ABOVE GRADE 75 WA~(TT INCANDESCENT LAMP Usestwo720 watt max Par 36 Bulbs cc cc W
5"0 CYLINDER FIXTURE 2year warranty d C. CL W
C. 26 WATT COMPACT FLUORESCENT 1 Rust m m Z Q Q ¢ W
WALL SCONCES 15' ABOVE GRADE C)
rJ T LIGHT DIAGRAM m
v I I FOOTCANDLE VALUES SHOWN z
DIAGRAM IS SCHEMATIC To IPIICMIIAE IC DATA W
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R I 'M AnMa~MIIA]4r~.n• I
N \ M MoreB • ai.1F6 nuinw,ln p.Ymreg.h wu.l alrnrn. - O Cl) co M
N I C 30'
H :f'. o Pe r -I m c6 n h t,a,',1g1'pf~lllIuylk - O N N
p \ I 0.1 O m N ? O O O
20'
MJY ~~prn WYINaitletl YlO' ~ OIMN~ M'rmVe40+u~i•rrln I
IeF.eleM.arnr I ® LMIb.oEIIrAJLMA.
\ I I \ 10'
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lr e5F ~I+~~- V /1 I
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030' 20' 10' 0 10' 20' 30' °m
GLAREBUSTER2000 S- can au e~.w~- - U) nhr,.W(.I.bu MOUn114e EM U)
I "DARK SKY" APPROVED AREA LIGHTING FIXTURE ' t0
26 WATT SPIRAL COMPACT FLUORESCENT LAMP (1700 LUMENS) C/5
WALL - MOUNTED 15' ABOVE GRADE c = e~n.Mrnnmll ~yI fA Y r
I Wn9tliN Wrdm+dudtl Pm NNn MIR,YGyPM N Z
W C N
nonx~Y=y=y IplYna d/ei.uea~www.TheGlaroBUaM1reom•.Plucune ~ ~ 0 ~
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W 7 o E C Do E Outdoor m w Inrandescen[ 5' Cylinder N
:110 Wall Mi Ix 0 _
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SOUTHO LD
TOWN OF SOL7THOLD TOw2N OF SOVTHC BLEND ROADWAY Psaz.
STANDARD ASPHALT ROADWAY STANDARD STONE 33LENI
4i. ~~H33Nr~a
? ["e 2~• g 4. ~
Ri{At-of-way ~ W
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so, - 0.1 25' - 0.1 - 0" QQ O I [ ~ YfyyS~IJ~fB. ~
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Q. I I1 ye TOP Item 902.090301M Sa • Emi Egm SIBS
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t2' - bu ry Item 402.1909OIIM ~I • 6stalummum wall bracket elxk 8msh- slpenfy '31 ' 1AsuHn
25. _ 0.. ~ 25. _ 0.. 12' - 6" 12 dl `a ( 1 ~ BASE Item 402.31B901M i •P5814- Dunn lighting •MelAk Gory finish-spe[ify•82-spit.
- ---_-e': On ' Item 40Z3189011M ~i ~ u i INtl i
10._0.. _61_0. 1L 9._0.. j y._O.. iT 6._0'fa 101-0" ' C rao or vw4mmt W finlfi machos GYnor flnlsn •Intenor
12b.•II?9 7) }
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N • Cam mouMmg bracket is 41 square • OA.i W. ri Uraki wpplktl
16' ROAD SECTION iwo>cvo> RuLL oevrW pafmlihn9 iilatliment OI unit to wall lekkkka wih gnailri041nnsrble set ureW T Q Q
' DE AIL
3" CROWN , 3° CROWN .I MEETING EXIST. ASPHALT PAVT vssgrtn h901in9 (NO RE5VRFAGIN5) oma 90. s9 Zsi=Nl:r9 it.wtlm y OI6[eYm 9M m bare portlLR rocket wtF
(EYPLcall 4^: l' k":1• _(CYPLeal) s".n.er9, sau ITEM Id03.090> 5AN LVflI1NS A>Irll/.Li / Ld1CRETE ' r 39394d1M Spananbury, SOUK Camlm nkkel plaletl hrm urao 'hell U O V ]93h4d1M AeV INa rL
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IOPSOLL TYPE A ITEM 10609,2801 OC U ~ z
TO BE N.TS. ~wZ) Q
SLMAX. TO MAX. TO EXISTING CLEARED rqm ire ero
EXISTING GRADE 0 a c 15 NOT AEVTTIxb EAISIx eur3e RAREO L ~'rxelCnn eeT AT Leo MlOft AL' 1 TRAFF1x
GRADE SEEDED SCTM#1000-84-01-32.1 Z Z O LJ.
ALL SITE DATA FROM A SURVEY BY REDDAN SURVEYING INC., wx
7 2" CONPAI ,2" COMPACTED WEARING COURSE ALL Sll MEDFORD, NY 04.03.06 REVISED 09.08.06 N J LL W
3 4" STOI 7 4" STONE BLEND TOPOGRAPHY REVISED 10.28.08 O fn
IGELADE SLOPE. I.3 FINE GRAI FINE GRADE SCDHS PERMIT#C10-09-0008 05A 7.12 < O z V
6" COMPM E^ COMPACTED RASE COURSE
EXISTING EXISTING BANK RUN OR OTNFA
SUITABLE 3/4" STONE BLEND OR SUITABLE MATERIAL KEY MAP O U 3: z
CRUSHED CONCRETE APPROVED BY U U-) O ikkkkkka
NO SCALE :ALE PLANNING BOARD 1' - 1900' T
NO SCALE 1900' or 1900' 3800
DRAMG TOWN OF SOUITHOLD C (y I .0
Prepared and Approved By pPrepared and Appproved By )f YSBhwn. KmER Long Island Sound
Recoa{ended By: Supe ntendent of Rishvay+ Reeoeneoded y: SulpesAnteodea[ ofRLShvge / DATE Ouak }brut N
~6•C~CL. &2, i0. 1197 15-4
JAMES A. JAIDES A. RICRSER ,/ARCHITECT RAYMOND L. JAMBS ARCHITECT BA'IfeH1D L. JAE065 BS DATE DRAWN BY: LR V 0
6 DRAINAGE SWALE w DATE: 11.28.12
! 611 SCALE: AS NOTED
DRAINAGE SWALE DRIVEWAY I u ~
+I SHEET
\\~\/\\/C\/
"'X
ONE BLEND SP E BLEND SPECS y iy~y i iii i i i i~ i? v. i ,N,m're
CUT ABOVE 6" TOPSOIL OVER 6" SAND AND GRAVEL OVER
TyX>Z/ z`G`yi``i!:`i iiyyTi numrvcrz AA ° OF 3 SHEETS
'~'~'~A~~~SV'~nl~ 12" GRAVEL (TYPICAL) pop
VERTICAL SCALE EXAGGEIRATED
OCT 1 52013
III