HomeMy WebLinkAbout1000-56.-3-13.4 .11 - ►� j 150WHIAT
It IS' MOUNTING HEIbHT
O POOTGANDLES AND BEAM DIAMETERS
aL 1 AT 30" ABOVE FLOOR a,� c rn
DIA. OF CIRCLE FIXTURE OFENIN6
ILLUMINATED ABOVE FLOOR a, .�
pa:►t� The NYS Freshwater Wetland Boundary ] o' 4.0 ;` w
-� 7.1 FT. -13.0-- ---- 8 FT. y - . , �
s equal to the toe of slope on the north LL a., FT. -?2 -1.o - to FT. ai
L 'M / side of the LIRR Tracks as verified bye
I o5 123 FT. 1'B-� - 4,4 - 12 FT.
R . Marsh and G . Kozlowski on 9 / 23 / 0 '1 °'O8 044 0.
- -- 14.9 FT. - O'9� 3.0 \-`- 14 FT. C? o, <
od
30' 20' 10' O 10' 20' 30' FG FG
75 WATT INGAND, ENT LAMP
150 WATT HI 5 IMGs OYL:IFIXTURE
,; � �¢ Southold Bayes
�, I
�j y 1 r I AGR,4M U U
W' �( FOOTCANDLE VALUES SHOWN Uj < _
KEY MAP II`$, AMI ALL FIXTURES To BE SHIELDED DOWNWARD
12.09
Iq, LONG' ISL ELEV. GO ELEV. 5.1 ELEV. 40
roA RD R RQ 12 /�AT CROWN /� Q Z
h'N AI Ar ( GRADE ELEV. 5S / ELEV. 5.5 y GRADE +5„/ Z
12.10 , N 69°04 !-1 I, If1-1 =11 f11=�-�1 7AASIN - I �Ii �-1•-- - =1�I z20" E opENT-1�-�� TR --11IIII'--I��IIII �; I111t= �EF �� Z9S4. RSCHARGE 6 ""��- 13.1 y� ALEERTSON MARINl. INC. , ========2 .• OO.F7', ASIN � a MAIN RD. (S.R. 25) (f) 1 OF 141. TOWN OF SOUTHOLD 1-
2' AGE 32 -q'' / SUFFOLK COUNTY, NEW YORK! zCA a-
DEEP 31 / V.I.T 11.68 SUFFOLK COUNTY TAX MAP NO, 1000-5L-03-131 NYL0PLA5T DPROP05FO LOCATION FOR ACCESS 1 ' O T e? •O6 W/ CONCRETE CONNECTS _ .'4y..6 TO STORM BASIN VIA BCORRUGATED PIPE D
TO ADJACENT SITE (24' WIDTH) "6-� 28 61 1 REFERENCE NO. CIO-03-1001
e 1 27 261 $ N bq°0420^ E LANDSCAPED AREA SITE DATA ELEV. 4.1 GROUNDWATER ELEV. 35 ELEV. 45 (, T
I 24 43.$g MAIN ROAD BROKERAGE, INC,. 41500 RT. 25, EOUTHOLD, NY 11911
TOP OF BAS-IN O _ I .q0 ZONING CLASSIFICATION M-11 DRIVE EN7F AA I;E GATISH B,ASI NS
MARINE STORE/SHOWROOM t SHOP SPHEMATIG - NOT TO SCALE
ELEV. 6.0 alv -_. �� -� , PROPOSED USE ' '
B �\ -_ / "^°5 - _- TOTAL AREA OF SITE 47,244 SOFT.
�� --''I • ; 22 T-
150 ATT HIGH PRESSURE SODIUM _ _ I - HEADWALL "i
WAL MOUNT LIGHT, MOUNT 15' AREA OF BUILDING 1, 12.000 SQ,F'L (25.3%)
I ASO E FINISHED GRADE I TVP. 1 1 ' - - '� b I I AREA OF PAVEMENT 4.520 SQ.FT. (13.8%)
0 ' GRAVEL PARKING/YARD ARIA 16,902 SQ.FT. (35.4%) aF•k- �iF
ry 0' oH. �ooR ry AREA OF TRENCH 1438 SQ.FT. (3.5%) �p �d
Z `I -- ----------- --- 1 �'' 211 ry 1 RECHARGE BASIN!' CAST IRON INLET TO GRADE
_ 1 AREA Of CONCRETE WALK tiH 54,FT. (.9%) SEE PLAN FOR LOCATIONS a � o
+I ( 1 NATURAL/LANDSCAPED I' L,G33 SQ.FT. 119%) 8^ REINFORCED SLAB TOP k < r• , _
I 1
5A MARY SYSTEM/LANDSCppNI= 2.909 S,Q,FT. (4.2%) H520 TRAFFIC BEARING-TYP.
N r, Q 1 : 6ANITARY SYSTEM/RE'I)AININQII WALL 139 SQ.FT: ( 3%)
CURBING 'i 205 SQ.PT. F4%) RADE EL. l.0
NO WELLS PROVIDING DRINKING WATER N .. �� I 1 EXISTING RGP ALLOWED - 14;23'1 $Q.FT. OR 0D v0 12" DIA. TEIN PIPE
F II 00 ,
'( I COVERAGE, (BUILDING) CONCRETE PIPE '<
ARE WITHIN 150' - - _
I � IYAREHWSE 1
_ 51NCH WA L MOUNT q(Tl1FlE 1 f
g sono SOFT, MOUNT 'ABOVE FINSHE FLOOR I I 1 PROPOSED 12.000 SQ.FT. 1 IR (25 3%) ® ® ® ® ® '4
75 WAT INCANDESCENT TYPICAL ry 0 b ® (Fi I$ ® ' ® O
i \ R I f STORM WATER sTCNmvuRs -
93 13
EL. 3.83
o I PED AREA OBE PROVIDED - 9,453 SQ.FT. OR (20%) CONCRETE FOOTING RING GRNDWTR EI� .R
o o AT ALL EDI IAN DO I (8) 10'0 k 2 COVERAGE, ILANDSCAFMNG)
OLS
ACHING 'MINIMUM LANDSCA - _ - --
BAT R Fr E � bl ( 1 WE AG 5 TOOAD AGENT PARIyN4 CALCULATIONS Qd� _ wvrr'rasoornoL67'oa�[3LaDRsecrnbN
l BATHROOM AREA'00FOOTING RINGS PROPOSED - ! (20.2%) 100.2f1(p ACRNOLEDGES THAT THE LONDITION90F THE 5HEPWN
1 MPROVAL 56TFy RTH PI THE 11111111111,
11 OF MPR 1111 TED
STORM WATER LEACHING POOL �(J�(2Y 63 ARE ALCEP W.(SEfi LDND rONa DN RESOLUI
1 I 1 51TE TO BE PROVIDED RETAIL STORE/5HOWROOM1' PRarrNANm �I.ZE�IL I., hT `GJI '7 ,Ir
LANDSCAPED AREA 1 ) I I I Iii' PROVIDE I PARKING SPACEW/200 SQ.FT. OF BUILDING AREA
/ BART$ PROPOSED ( I WAREHOUSE, PARTS AND BA: HROOM AREA r-Lqy O %) 4/ 2e1 .,A_
( 1500 SOFT J METAL BUILDING I I AUTHORI I'DSIGNAIV TRUE D
'I PROVIDE I PARKING SPACE /1000 SQ.FT. OF BUILDING AREA
1- N Q FLR. ELEV. 5.0 150 WA T HIGF{P SSURE 5001 SEE PLAN _
ID N = -. e WALL UNT j P31 MOUNT IS' I I V RETAIL SHOWROOM AREA II 5,000 -SQ.F7. FOR DIMENSION APPROVED BY
O ___ _- 1 __ ABOVE MSHED GRPDE ( TYP. I LLW1 _Z PARKING REQWRED'1, 25 SPACES TOWN OF SOU]HOLD PLANNING BOARD ..
al F= U I I ( I I Z _ WAREHOUSE, PARTS AND BAIYHROOM AREA 1,000 SQ.FT. 4" POURED CONCRETE -RADIUS 1 1/2'
LJ < YL I LOCA�ON I I I r PARKING REQUIRED 1 SPACES Bi1p0L^jf°eptd '�09-�
J G / I a F 0' A OPILED SIGNATURE TITLE OA
Vl 1 0 -1 f al "_� TOTAL PARKING REQUIRED 32 SPACES SLOPE 1/4"/FT. G` ,-I 1/2" �J�,/� T WEARING COURSE
a i N I o I 4 tt 1 -- _ 1ER". f PkcIIII 'W t pian shall be val d or _
TOTAL PARKING PROVIDED 32 SPACES u
Iq )C ^ a rrlod o t,.,ree(3)yeas from the date of:rppmval as pr . /'1/
-26_ 1 1( E IINCLUDE., 3 HANDICAPPED SPACES) ` \
s�000ss000� I_I DRAMAGE CALCULATIONS -.
SOLID LOCKING N d N ROOF AREA '`,COMPACT_E_D 4" m f-
(b ACCESS HATCH GRAVELROOF AREA
IUIO/y.I,Q SQ.FT. X LO 12.000 X 2/12 2,000 CU.FT. II,�Ir'
O E PARKING LOT Q ECJ = 2.000 CU.FT. GRANULAR SL -BASE I .r=• LLJ
0.8 150 WATT HIGH PRESSURE SODIUM r WARD DRAINS 14 1 OVER CULVERT --
WALL MOUNT LIGHT. MOUNT 15' 1 ( LOW POINT ) GRAVEL
1 ABOVE FINISHED GRADE ( TYP, 1 -. IlIP2 1,480 X O.LO = 10,081 X 2/12 = LG80 CLLFT. 9 o ,{
1 CAPACITY REQUIREG� = I,L80 CU.FT. I{ �, z
I NO( TE: CONCRETE TO OI 3500 P51 26 DAYS. I - "
« 5' 100 I�I OWNER A6REE5 TO ALLOW TOTAL CAPACITY REQUIRED'1 � 3.G8Q CU.FT !OV DE EXPANSION JOINTS 20` O.G. WITH V I{ �. O <M
SITU JOINT5. (TYP.) I'
APPROPRIATE AUTHORITIES I I
Tc Te TO ACCESS THE PROPERTY I - U-) Z
BG FOR THE PURP05E OF MAIN- PROVIDE 1 I m �� � � '�
- gg rc to 1 TAININ6 THE DRAINAGE PIPE PROVIDE 124' X 4' :X 3' DEEP OPEN TRENCH (154 CU.FT. ALLOWING FOR TAPER) p p \ , p '-'- �� ' �-- QO 0
T3 954,2 SQ.FT. X 2' DI RECHARGE BASIN 11,908.4 CUYT, ALLOWING FOR TAPER) � T7�1- , INTE 1RI,OR PAY IN& DETAIL �,j
mm r y\ W FF,,I I (8) 1014, X 2' B - 10' DIA. X 2' d� EP LEACHING POOLS (1,094.1 CU.FT ) '�I r 0 '•
a? _ \� 3 -1 5 6 7 1-I STORM WATER TOTAL CAPACITY PROVIDED, 3.159 CU,F7. NOT T06GALE ' _ �-- '
�„ �� % LEACHING POOLS "1
r ' Y �-_` ''-8T PAVEMENT ASPHALT WEARING COURSE 1
/ Uj
10.5 12- DIA, LORRIISATEP C, A 1 PAVEMENT AREA 4S2L SQ.FT. X 0.90 5.8'13 X 2/12 - 919 COPT. ITEM 402.09a301M L 403.098A1IM '
1 1 LYETHYLENE PIPE 5�' 1 R - 1 1/2' '.
6 LANDSCAPED AREA CAPACITY REQUIRMp� = 919 CU.FT. 4" J
SANITARY SYSTEM 1 1 (TrP ) 10 ID PROVIDE 8 - 10' DI' 1. X 2' DEEP LEACHING POOLS ASPHALT BINDER V
I AREA }. __ : L ,I - Mlfl MII� y',. GRADE ITEM 402M89bM 1 T02198911M V
Sm , A Y ®lir 1 CAPACITY PROVIDiED = 1,094.1 CUFT. �( _ �. (,f')
- 11 1 -�- . ,' �I' L' SLOPE TO DRAIN
1 O TOG. 70 `
OJ i G 70 I 0
EXP. ,2
-- DRAW CHECKED
8 , q 10 II 12 11,
TTel I 1 �, SEEDED TOPSOIL SURFACE �_ BgqSSE9.8 BO1 ,3 1 ry -� 11' Q L1TS) S E N 1 4BELOW9EIIM-- -� / / j 1N ELEV LD E'cLEV. L.O ELEV. LO 1. - `' -1111= (] LIFTS) SEE NOTE BELOW 1
(Il1 EX1$TIN6 OTLN -._- \ 124 " ` .` \`• ;'
4 Z STATE ROAD AT ON.PRDJE=T _- b___ _ L./ \} �Yi:\ •. 12 YP ?I\ \%/�f� ��� \���'\�'\/\: /\///\ •.`� �\�\ 5UB-GRADE COMPACTED GRANULAR SUB-BASE w PATE 09.20.04
130' -_~-___ - '.1-1'T.O R94' __-__________ ` : i;.1 - YP ';"\ /T\//%\/ �\/\ `�\ �\ \ \� ITEM 11304.1011 ICI 4
2 ° i ' ` ________ ____ __ , .i'`✓ t G.\%/\�i% /%/J�� �/� \ PR NVIOEE TO BE NJOI P,5.1. - 2e DAYS SCALE AS N
- ,' /_ ._ - - - - __ - - - _ - _ EUISnrvs Guice RAIL TO ee \ / / � �\ /�\ \/�/ \ / 1/20V14E EXPANSION JOINTS 20' O.C. WITH h.� NOTED
2 \ \� NOTE: CC
UTILITY POLE 4 Off' _ ovERHEAO WIR£5 NEW GA H BASINS � ' �` �`\\� \O \� \\ % \1\\\ .� \ , BITUMINOUS JOINTS ( TYP. ) 41
UTILITY OLE RELOGATEo 19' ' �� ELIMINATED ev ROAV IuORe %, I\ \. \�j%~ \ i\\"�\ `, DEPTH OF BASE TO BE INCREASED BY REGIONAL JOB N0.
EDGE OF RA�EMENT NEST Et15TIH3 R051T10� ,90' \\ -(c\ \ �\,\\ \ \ ` \ PERMIT ENGINEER TO 8' 13 LIFTS) IN AREAS 1TH L:
LAND5GAPED AREA --- - - - --- HIGH TRUCK TRAFFIC v
+I Exsnee chroH SA9m .wo // / �i SHEET
AOGE99 To DRAINA5e CULVERT
^_. FOR AL1. OTHER INFORMATION PLEASE CONSULT -
MAIN RO�(S.R. 25)� --- 'STANDARD DRAWINGS FOR PERMIT APPLICATIONS - REGION 10'
PUBLISHED BY THE NYSDOT
E�ISTW61 -
FU
E
L
C HATER MAIN - - - --- PROFILE OF OPEN TRANCH
SITE PLAN AND RECHARGE BASIN TYPICAL CURB SECTION p STATE ROAD u
NO SCALE
RE HYDRANT SCALE: "=20'
ALL INFORMATION ON THIS PLAN REGARDING SITE CONDITIONS FROM SURVEY BY N
FEMA ZONE AE ELEV. 8.0 JOHN EHLERS. LAND SURVEYOR', RIVERHEAD, NY DATED 05.01.04 OF 5 SHEETS
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