HomeMy WebLinkAbout1000-45.-4-3.1 �nL U:•�OEHS1fiNFD,pl=UANTTo SOUflrGLOIOWN CODE SECTION
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too 25411)ACKNOLPOOI'S THAT THE CUt1BR10NS OF ME SHE PLAN
noN OF APPROVAI.DATED
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ARE ACCEPTED(EE COPIDFHON90NRESOLt1110171
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-� A:I"n!Ji12L GNATUAE TITLE
Ai'ng,_GPA itY 4
TOWN OF SOU'IIIOL;: rLANNING BOARD
at
AUT ORILEOSIGNA U IITLE•
NOTE:The approved site development plan$hall be valid for
a period of three(3)years from the date of approval as per
eod=_ secflon 100-255•
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NOTES: SITE DATA: LINE / SYMBOL LEsEND
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4'50. E 5 82'24'50° E VILLAGE pFO/F I. ALL CONCRETE OIRBIN6, 51DEWALK5, AND DRAINA.6E CWNER6REENppRT HEIp11T5 DEVELOMENT LLC, PROPERTY LIr4E t - Q
9Q,80' - GREENFORT DETAILS AN SHALL CONFORM TO PLANNING BOARD STANDARD 74965 MAIN ROAD sETEAcx
—� DETAILS AND SPECIFICATIONS. 6REENPORT, NY REMO IN To EE ,,,,,
.. . ... . \
�' REMOvED/RELOLATED
2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE
NOTIFIED 48 HOURS IN ADVANCE OF ALL GONSTRUGTION. K
175.37' MIKE DOMINO 1
ELEOTRIGAL —e e— K O
3.
UI I
VERI
FIED W TN THE TAND ib S FOR
CUIRI.D 95 AND WALKS TO BE I,SFIWAY DEPARTMENT, (631) 419-0849 SAS
ELe� —�—- a a s
NS.G.O.P.W. OR N.Y.S.DO.T. PRIOR TO CON5TRUCTIOK DIST: 1000 SEG: 45 BLOCK: 04 LOT: 3.1 9 u
O sANrtARY sEI�R --m—+•—
FLA6 4. ALL TRAFFIC, CONTROL DEVICES, LIP. SIONAL5, 5I6NS, AND AREA OF SITE: 66,260,58 50. FT. = 1.521 AG. PENCE --x —x —x —
f I PAVEMENT MARKtN65 SHALL BE INSTALLED IN OONFORMANCE AREA OF.PROP05ED 5UILDIN6, 2400 50.FT. -
., N WITH THE WIDLLINES OF THE NEW YOIRK STATE MANUAL OF LOT GOVERASE: 3.62* OVERHEAD ELECTRIC
(FLAC61iL ,C
UNIFORM TRAFFIC CONTROL DEVICE5�AND A5 DIRECTED'BY THE uIDERGRCIIHD _ — S I'T* q o p
A TOWN OF 50UT40LD, DIVISION OF TRAFFIC SAFETY. USE: RETAIL STORES t RESTAURANT UTILITIES " "`"„"..+ • 0 N i
5, CONTRACTORS PERFORMIN6 ANY AND ALL TRAFFIC, CONTROL ZONED, GENERAL BUSINESS LIMIT CF CLEARNG .M/1J\• H,„"..«»""
,114 I p DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE
I AL FRESHWATER WETLAND5 TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY, 4B HOURS TAT v N
,f14 '�` , I m IN ADVANCE OF BE6INNIN6 SUCH WORK ALONl5 A'TOWN ROAD. PARKINEP REQUIREMENTS: > o � o
iL AL AL PARKING SPADE
EDGE of FRESMwATER werALNDs A5 I 6, STOP LINE 516HT DISTANCE SHALL BE MAINTAINED AT ALL BUILDING AREA = 2400 5Q.FT. LANDBANICED PARKINS SPACE sI
FLA66ED BY EN-GONSULTANT5, Inc c_ fn
ON DEGEM13ER w, 2003 '�` ,L INTERSECTION IN ACCORDANCE WITH AA5HT0 REd11REMENTS. II
RETAIL AREA = 1200 SOFT.
' ` 'U` ,J4 FLA T. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC 1 SPACE/200 5A.FT.14 1200 SQ,FTJ200 5Q,FT. = 65ITE PLAN BA5ED Q
FLA MITIGATION PLAN SHALL REFERENCE THE OTHER ON EACH AND r-
ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED SITE RESTAURANT = 1200 SQ.FT. O _o-
I PLAN APPLICATION. ON SURVEY BY:
15PAGE/50 SQ.FT.
.1200 5GPTJ50 SG.FT. = 24 JOSEPH A.
�O
SE SURVEYOR (21
I PAVING SPECIFICATIONS: 5TORAOE = 1550 SOFT. 1380 ROANOKE AVENUE
6" 5TABALIZED BASE, 2' ASPHALT I SPACE/1000 SOFT, P.O. BOX 1931 F+•i I
I CONCRETE BINDER COURSE WITH 2" 1550 SQ.FTJI000 5Q.FT. = 2 RIVERHEAD, NY 11401 x —x —x —x + x —x —x
APHLT CONCRETE TOP WEARING TEL.+ (631) 121-2090
COURSE TOTAL PARKING REQUIRED = 32 5PAGE5 FAX: (631) 121-1121 x 8' CHAIN LINK x z > 6 L
FENCE W/ WHITE I�••I n/ x
POURED IN PLACE CONC. CURB
AREA TO REMAIN NATURAL
M TOTAL PARKIN& PROVIDED = 23 SPACES I PTV SLATS x
Fi•1
4000 PSI INGLUDIN& 2 HANDICAP 5PAGE5 [�
' I I . � O
1 I EXPAPr
N510M JOINT5 20' O.G. 4 L!'N IN99 SPD SPACES w
I LOADING SPACE
I Lu I I/2" RADIUS I 6" CONCRETE I Q ry
� w SSS"'
C A 1—
k. i PAD FOR
4" TOFSOIL t SEED x OUMP5TEw I W r
ZZZ 6" AIN LINK FENCE In 777
W/ WHITE PTV SLAT5 IH I I O �
e
I N N I .... ...... . . ......... .. .tl . ' TOOL 3 6 12" O.G.E.W. x x - -
EDGE a I I m
� �• � � x x rT� m
LIMIT OF BUFFER ZONE " � •' •
-- 9" MOUNTING 2° SAND BAND ry
5' I I TVP. DETAIL FOR INTERIOR FENCE EDGE 2-u5 TOP t r-
N/O/F __- ---------1 LIMIT OF BEAM TO EXTEND ICY' BOT. G'NT. W m P
------ CURB AND PARKING AREA
ANDREW G. FOHRKOLB , CLEARING MIN. BELOW FIN. 6RAEELr--OJ W/�3 T;
� _GAST IRON GOVEILS� SEPTIC TANK (1) LEGEND i
h / FIN CAST'IRON FRAME AND
GrnfiR TO GRADE '�J FINISHED
S 62°24'50' S &• '24'S0" E ,l, VILLA6 WO/F 6' TRAFFIC / R I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
E 99.60' .�J E or 6REENP 3,000 p51 AT 28 DAYS. EXISTING GRADE x 0.00 a
ORT �!N5 a' TRAPPV, 2. WALL THICKNESS SHALL BE A MINIMUM OF 4", A TOP THICKNESS
' eEA1tR75 OF 6" AND A BOTTOM TKICKNE55 OF 6". ALL WALLS, BOTTOM AND v
/ 217 f 195 I pI SLAB' G 0.0
/ �"'�- Q INET ' h HK ' I TOA SHALL CONTAIN REINFORGIN6 TO RESIST AN APPLIED FORGE PROPOSED 6ZAVE gG p,00
Z i ry MIN. 4" DIA. 1 LINE -LET OF 300 psf.
175.37' GLASS 2400 I i I PROM KITCHENDI FLOW LWl OL71L1:R 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15
FQf PIPE AL PITCAW MIN. I' WATERTIGHT. PROP05ED LEAGHIN6 p t]
/1
PITCHED
1/4 I I I TO SEPTIC, TAN[
PITCHED I/4" y I/4' /I' I 4. THE SEPTIC TANK SMALL BE INSTALLED AT LEVEL IN ALL POOL WITH CURB INLET
/ A' I SS I I i I MIN. 4" DIA. DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4"9 ON A MINIMUM 3"
- I / PITCHED MIN 1/O' A'
THICK BED OF COMPACTED SAND OR PEA GRAVEL.
FLAG I I I 5. A 5' MIN. DISTANCE BETWEEN SEPTIC TANK AND BUILDING SHALL PROPOSED LEAGHIN6
\/ I I I I I I MONOLITHIC
BE MAINTAINED. POOL WITH 50LID COVER
192 1. NFCHIN6 POOLS
ARE (OR EQUAL) LEACH 1 N N g
_ o
I. LEAGHIN6 POOLS ARE TO BE CONSTRUCTED OF PRECAST EXPANSION POOL ( � / � �
1qY+ �pu �y
1'12 I ID IN6 STRUCTURES, SOLID _ `Q IC�
FLAG DOMES AND/OR SLABS. EXISTING CONTOUR - - T)
\ 114 FRESHWATER WETLANDS � A m 2. ALL COVERS SMALL BE OF PRECAST REINFORCED CONCRETE 5 O ry n p O
22- 1 '�` I (OR EQUAIU. m ma
G3- EDGE OF FRESHWATER WETALNDS AS I 3. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER EXISTING CONTOUR TO
24 j' 1 I \ FLA55ED BY EN-GONSULTANT5, Inc. 1 I LINE SHALL BE MAINTAINED. BE MANIPULATED
ON DEGEMBER 19, 2003
I FLA6� \ X114 19.1 / FL I"
DETAILS OF CONSTRUCTION "ry
FLA / i1Vc PROP05ED CONTOUR 0O O T•-
I. USE ONE (U REINFORCED PRECAST CONCRETE SEPTIC TANK. ��-jy
� \ \ I 6 0000 GALLON) SURFACE WATER FLOW Ur-T � N '
2. USE FIVE (5) 6 FT. DIAMETER, 3 FT. HIGH PRECAST GONGRETE O .y„ O N
201 _ _ / \ \ I LEAQHIN6 RING5.3. USE 4 INCH v O m
4. THE WASTELINEDIAMETER,
FROM THE SEPTIC TANK SHOULD ENTEPIPE R THE PROPOSED DRAINAGE O W -
\ MAIN RING A5 HIGH AS POSSIBLE. LEAGHIN6 POOL N0. tj
\ 210 5• BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL, O
i b• SLABS SHALL BE BETWEEN 10' AND 13E BELOW "RADE. 7 u-
F • 111 2�4\ - � � O � \ \ \ I ATE' 1, SOLID CONCRETE COVER SHALL BE BETWEEN 6" AND 12" BELOWx
1I M / CROSSOVER PPE$ MIST BE OF W OD. PIPE,20 INCHES ON "RADE. FSI
2 112K� _ AREA TO REMAIN NATURAL \ I CENTER,WITH CENTER LINE ID'BELOW THE LIGHID LEVEL 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HI6H S
I _ 5EPTIG TANK 6RE65E TRAP SEASONAL GROUNDWATER.
(3 \ I NOT TO 5GALE NOT TO SCALE ^ (L Q (14
III - - - - IL - �
5 I BUII DING Fy M
4 21 TG = 242' o a
PF = 24.9'
2521 23 7 F I I FINAL GRADE
I23.6 I N
x=,23.5' ® ® � BEANN TRAFFIC W m
2144
SANITARY MIN PITCH 1/4" A' I p„i `y
1 ., - LIMIT OF BUFFER ZONE WASTE MIµ PITCH IM n 4 6'
�4 a-- -------, 4' G.I. SEPTIC
�_--------- \ �- _._-2 S.O.R 35 ..
-i - 2 TANK LEAGHIN6 I ® ®�
r N/O/P __
-------- INV.
LIM�T OF \ INV. EL. IHV.EL,226' 3' MIN ® 3'MIN
IL
, INV. a. 215'. POOL I ". ® � I `O �
___ G=25.7 .E 240 INV.EL. 22A'
ANDREW G FOHRKOLB 1 GLEAkLIN6 (I OF 5)
DAVID FOHRKOLB i h 24 _
"ENERAL BUSINESS
- -----
} zclNEo�LIC WATER 25 --- -- - -2s SANITARY WASTE RISER 3Gc� AROUND TON
24 ® � XT
c=2s.o ' _ ____-- - --�s1 G=2s.o I NOT TO SCALE TAC Ne1�PPOOL5 " I w a G
23 1 WOE
=24.5 TG=24.4 =24.5 - I I ® ® I r
' PROPOSED GRAVEL I `'.. PHILEE REALTY CORP. r"'1 4
AREA-FOR CROSS I / 24 \ I \ ZONED. eRAIUND WATER Y Q 111
ACGE55. CURB TO \ 9 � _ PUBL G WATER (NESS BOT. B.. 13.5' EL. 12.9' N _
HAVE I" REVEAL 7 eRa"D WATER I �•'I Q, fQ
9 BUILDING I SEE SITE RAN FOR 511E I NON-RATEABLE O d)
� I 501E �F7��J Q
I� '1 G=24.5 /��O / • \ TG=24.5 I FF - 24,9' GA. T.O. = 242' T.G. - 24.2' /V d
.. =24.0 1 �.: / l I \ GRADE t AI 6' MIH rFT+1
MA eil yy
-4'� 1D RAA&.EIow
501L
- I 240
P05ED 10'&x3' EFF. 11 O 4 uNOERLYIN6 SAND Aw SRAVEL STRATA 11eJ1
( " DEPTH LEACHIN P / �\ 3\ I\� �S I - NOTES . r
1256 / w/ CURB INLET (lY ) \ I I. COLLAR DEPTH 15 NOT REGUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH.
/ 24.0 / KITGHEH MIN.PITCH 1/4"/I' MIN. PITCH I/4` A' O LPAGHIN6 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN.
.I 14 T6=24.5 I WASTE 4' C,.1. GREA5E SDR 95
OG=24.'1 / \ 12 O \ PROP05ED 10'&x3' EFF. SEPTIC 3. ALL DRAINAGE STRUCTURES M157 BE WRAPPED WITH FILTER FABRIC. _ ��F NEw-
6 • _ DEPTH LEAGHIN6 POOL Tom{' TANK ��� FPEY T'BU
1 • \ PROPOSED - 1 1 W/ SOLID COVER (TYPJ INV. EL. 235' (I OF I) INV. EL.
/ / SANITARY LEAGHIN6 POOL DETAIL
I'. ASPHALT / INV. EL. :d•
24A' INV, M_ 22.0' NOT TO SCALE l w
E PARKING AREA P IS "� INV. EL. 23A'
KITCHEN WASTE RISER eye
254
25'-°; NOT TO 5GALE 5AN'ITARY SYSTEM CALCULATIONS: �P�ti'�FesslaNP ��
G=25.5 247 PROPOSED., TEST HOLE DATA
I I ALLOWABLE FLOW (DENSITY):
G=25.0 3950 6 MAI RETAIL + 155 N6 (WI HS
I�•� ,, - 4'7 24 ___(24QtD MAI OOR=.+ 1550 246 1162 G OR APPROVED EG11AL �O)WABLE FLOW FOR SITE ZOI IV
GPD/ACRE ON B OSGD
4E
165)
" kl ._.. ._..- STE7RA6E EGHR-- --------- I FW`ME FRPd''E A RES) = 912.6 GPD
CAST IRON FRAME At'Tl 8RA
CAMPBELLALL g
.._.•--.-. AFfaL _ SHED yHEO INIAL GRADE (600 GPD/ GRE)(1 521 AG EL. 23.5' O, g
4
�••• G 5.5 .0) I 1 I Y LIG= I BEA&'AFFII`SLAB pYI RETAILOAREAION 200 SQ.FT. '% MIXED SAND LOAM
G=25.0 11 11 i I-V21 pM6 i ® ®If= - I 1200 5Q.FT. x .03 = 36 GPD � � EROWN CLAY GH
N
F F.=25.5 25'- 1" ,?4 1 1 I I WET STORE = 1200 5Q.FT. EL. 165 fn
N/O/F 2475-11-2" i 1 \�n ® ® SANITARY = 1200 50.FT. x .03 = 36 GPD
FRED ROBERT SGHOENSTEINO KITCHEN = 1200 SQ.FT, x .12 = 144 GPD
J05EPH FRED SCHOISNSTEIN /�,,
-PROPOSED 1 1'O I
ROOF
N Ca U
ZONED; GENERAL BUSINESS !" 3 �n "' ' COVERED 1� 1 O`er P ® TOTAL = 216 GPD
5 �pNb
PUBLIC WATER i :p 24 8 4 _ . I Z�I`2 4 WALKWAY3' MIN. 3' MIN -
` \\2> • 1 PROPOSED 1 1 I EpN " SEPTIC TANK. gS
� > • J�• / WATER \ 1 I Ty - I I 2x 216 6PD = 432 6ALLONS REQUIRED CLAY i s �- Z Q
_ ` 1 �� I Tn\�' \•Z GT "�1�1 4 SERVICE 11 NQ I I / USE -6' DIA. x SIMI SEPTIC TANK = 1200 GAL. --- 1 CL Z W
• • �y11 P 1SLA I ® � 1 STRUCTURES (MINIMUM SYSTEM) W # m
5T6RY 4 2�5 U (��\ Ul GONG I b'N' WITH FILTER FAtlRIGI A
G=2 .6 / b ® pp
FRAME HOUSE 25- _ t �.. .... . \E /...... 10 P " / 1 31 T9) ® .. I LEAGHIN6 POOLS: W H u O
' I I I y�PND
G'--731 �... 1 lN• ' 216 GPD / IS 6PD/S.F. = 144 50.FT.
1
Im '' • - - -: "- '1 23 1 � � USE 5,5' 01A. x 3 EFFECTIVE DEPTH LEAGHIN6 POOLS
'.q LP `«.9 - SEP'' 1 WA. `-�SITT'PLAN FGR SIZE 3'75 5Q.FT PROVIDED (MINIMUM SYSTEM = 300 5G.FT. .O `
1 (' TEL. 22�ib 1[:.. NON•RATEA -E! LEAGHIN6 AREA) 44' P4 x
20' MI 2
=22.5 3 / ' 501L OP£DLLM' SAW SP
,i
ATiRINBROWNFINE
q,.
Vii; 1N 4 .:', .@ I/
REQUIRED 51 T ' 144 61
- 50
.... " .. ...... .. .. . �� Z � 6(PefNiw.norUl USE I-b DIA. x 5 DEEP 6REA5E TRAP - 1000 GPD
... II 22.4 n ° RATEAd.E SOUL (MINIMUM SYSTEM)
U 2 9 �1 ��-
1 z POWT ung_„ pL2AINA6E CALCULATIONS
24 --{- / . 2 NP'T EL 23.2 ° UNDERLTINS SAND AND eIAVEL STRATAT.AREA
i n 25a 2' NOSE - cGy -F 3042 So. FT. x (2"/IR2"/�F'T� xx)1.00 =}506 CU. FT.
y ' 2, ��- //�� //'' USE 3 - 1010 GU. FT. PROVIDED.ACHIOLS AT 3' EFFEGTIVE DEPTH
Go22. q ROM IN T) Rl"'�D I N L/ FLAN
2(ALLAR DEPTH 15 N77 REQUIRED WHEN RAVEL OR MATERIAL EXISTS POR FULL DEPfITi. f�(O
G=23.1 F -(5• y'(REE 2.GOI.LAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN.
i n -23 2 4 LG WP 3. ALL DRAINAGE 5TR)CTWM MUST BE WRAPPED WITH FILTER FABRIC. AREA OF PAVEMENT (PROPOSED) - 13,606,22 W. FT. ^
g2r2' NOSE ( 1 ' � L� ^� 13,606.22 SQ. FT, x (2" 12'YFTJ x 1.00 = 2261.10 CU. FT. L
DO N 6=23.1 !f't{_. I INS2 EQQL RETA L USE 12 - 100 LEAGHIN6 POOLS AT V EFFECTIVE DEFTH
G=22 =23 ;a_4 20 10 O 20 40 60 00 100 2463.12 CU. FT. PROVIDED.
=22 GFRAPHIC 5GALE r' = 20'-0" NOT TO SGFtLE "
/ 24'50 E p 5 82'-2�4-'5�0�" E � Vil �/F
. 6R
EENPORT
m
FLA
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e
� I 6
,114
� A
I (FJLAO�L
,IVB FRESHWATER WETLAND5 ,
N_
a
� LL A
EDGE OF FRE5HWATER WETALND5 AS
FLA6,5W BY EN-GONSULTANT5, Inc AL
ON DECEMBER 19, 2003 nL_L I O
VIII[ il11c — N
F
W u_
F AREA TO REMAIN NATURAL
�
LnIN
13
pQ
I LU
w a 4 N
� W � m
vn Ir 9)
t 4 I O k'
I m
W $
` LIMIT OF BUFFER ZONE a
----
5 , I W o 0
wo/F �--
--------- LIMIT OF
ANDREW G. FOHRKOLB GLEARIN6
DAVID FOHRKOLB
ZONED. GENERAL BUSINESS I�__-_______ u_
PUBLIC WATER
m
I I � z
G4
PROP05ED GRAVEL PHILEE REALTY CORP. �..� Q Q
AREA FOR GR055 I Z-11
' ZONED: GENERAL BUSINESS Q =
ACCESS. CURB TO ` I PUBLIC WATER
HAVE I" REVEAL 15
Q
I
I 0 1 J
pF NEIN
LIGHT FIXTURE: zC��PEYTg O
t 400 OR 250 WATTS `<F
t 51TE
PLAN)
SUPERME AL HALIDE * k
I" DIA
N A5PHOALLTLOADIN
D G BOLT CIRCLE
PARKING AREA 5PAGE MOUNTING ARM
I
25'-0
POLE _ �,Y•�jpFE,. SSI�N�i.
PROPOSED PROPOSED I pj O
BUILDING LIGHT N POLE
3950 SQ.FT. RETAIL B1ILDIN6
(3 PLGSJ (2400 MAIN FLOOR a 1550
STORA6E E MECHANICS) I FSRHI'' Ftp 10 I/4" g
__________________ _
,GK g
l v2 5 `o I N BA5E PLATE
1 1 I 7-6.1 MIN.
WO/F
FRED ROBERT 5GHOENSTEIN 87'-2"
,JOSEPH PRED SGHOENSTEIN 1 1� I 2 I H CO EANDHOLE
ZONED, GENERAL BUSINESS PROPOSED
\\�', 1\ I a"il Tyµp,Nb WITH COVER ( U � W Z
„ PUBLIC WATER t 1 WALKWAY 1� 1 I 3?'I'1• I/2"0 CONDUIT 5TUB-UP GROUT - �Q O 0
J
PROPROSED 11 \I i _ 3" PROJECTION �I' ry �
D� ?ZHATEX0. 0
I SERVICE 71N I I Col
Z
Q. � N 15L� CURB h... .. '
PROPOSED lu \ GONG.PUN'P1b N. fIl I1`` iI ry A fY pm
I STORY to 1 15LPND Ili :j4I - >_ _ (3a IU 8
FRAME HOUSE t YARD LI6HT 'b
(3PLGSJ _41 = .P,: Qa• i - pj1681 GALVA30" L NGIl
NIZED
ANCHOR BOLTS N O I I' U
TYPICAL POLE FOUNDATION
L7�
p ,I 3,000 PSI CONCRETE g
--1---I N NOTE-5: it
1 I ® i u}
I. BOTTOM OF FOOTlN6 SHALL BE b" MIN. (5) #2 TIES 12" O.G.t _ _ txi i
BELOW MAX. FROST LINE PENETRATION.
2. LIGHT POLE AND ASSOCIATED 5TRUGTURE5 (4) u4 VERTICAL
WALL BE DESIGNED TO WITHSTAND A 100 MPH ONE AT EACH GORNER
1 � _ WIND LOAD AND DEAD LOAD. t - - t �J�} (/^��
\\' / \`J
3: YARD LIGHT MANJF. BY.
1 a '� S �- ��` •• fC�T L51 INDUSTRIES
� �" � '
r�.�1 I 4' SQUARE OR
�z` 'f S �N 9" �) L I �HT I N� P P,,P. B ALLIANCE RD. I'-b" DIAMETER
E%45TRYS Q'��"" 1— Pp. �0X 427,28
VV��1 VN1 INNAn, OHIO 45242 YARD LI6FfT DETAIL
SIG , (SJ8) 793.3200 3 of 6
20 10 0 20 40 6q e0 100 FA#-030) NOT TO 5GALE
.�� 6RAPHIG 51_'ALE I"
R _
— - ASPHALT ROOF BHINGLE6_—_--_—�=�_v='�—_�—_-__�._ —_,—.—_—.-�_ --__'_• —_
—
TF
°a
- u
_ a o
a ,
m Q �
SOUTH ELEVATION WEST ELEVATION W m
� m
0
m
N
r
a
m
Lu
7 U
° tea
F-H d m
I
C3 M
—
_ - - JEFFREY T. BUTLER, P,E.
o
3 3
0 ® _ - - -_ C3 ® N � � a v
I — — O
C �n
f
I
O
^ V Q a
EAST ELEVATION NORTH ELEVATION }
4 9
V N
PAGE :
4 of
i
I
MEGH/STORAGE m
AREA • 1515 SQ. FT, °-
' 7 0
u
<>
rc '
CONCEPTUAL SECOND FLOOR PLAN wl
^ � m
AREA = 1515 SQ. FT. !�1 O
W
a COs
3
RESTROOM m
9 4
OZU
E., ohm
" IV 3'0" �
ITS = N
I RETAIL SHOP FBF m
l' AREA • 1200 SQ. FT. _ fr
w
- - ti
U
3'0"
z �`^� � ENGINEER `
Z
Z ; - � /F NE
W
IL
S
<'J W
Q '
a MEGH 'FESS
JEFFREY T. BUTLER, P.E.
3 i
�. Z a b
RESTAURANT KITCHEN A _ ° o
` AREA = 1400 SQ. FT, r. p
m p
I � RESTROOM ;
IA
W Z N m z
„�
5'0" � � �� _ �� w0
� O
LU
f
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CONCEPTUAL MAIN FLOOR PLAN
5 , of (o
AREA • 2400 SQ. FT.
NOTE5: ----^^- 51�WGINrire wo mruwff I Oft SHOULDER WORK AREA
I.THESE 5URPACE5 5 4ALL 6E 61VEN A SLIP '11 I.MAILS WOK P{!11m OF 94PINO Am GomeTRUGTI0 =0 UNC4A551FIED WIC+AVATION NO BW000IT
RE515TANT TEXILRE. A COARSE BROOM 1 a.- ORIVIe y Ate,W�AE COICIMM OVEHAI K 15 NOT E0WO GfMKWIt`WOOL D A ORNEaAYS
EMI
FINISH PPENDICUTAR TO THE 51054" 1 INEHUR®ND RMT'ORIVO S NOT SPECIFIED,THE bOR A04ALT C GRE QI06VAtY5 IED'eIGYtLE 05'07X5 .
SLOPE 15 ACCEPTABLE. DRIVE4AY 15 TO BE<ON5TWKelm#?5'OP ItE460b08d 7YPE
( BEYOND 2.THE FIRST FULL 5'FLAB d5 SIPEHALK TO - . '( VW TED THE LAYdif M17§LOPETi.AIbYN IN =2W2 GOT E o41!TYPE e
EITHER SIDE OF THE DRIVEWAY 9,W.L BE '° EN D
6'TINGK, WIRE FA RIG REINFORCED 2.WERE ORI48UY APRONS NNE ASPHALT(17134606020),
MARK (ITEM 10608'0105)ASSHOW7INSECTION A-A LTOP a AI'x15NDRrnallmSIW.k.EIERAunTMWWTIS aHSTIr+Mtadmr' ROAD WORK
Asm
SLOPE 5/4"PER FT
SLOPE 1/4"PER FT. - [10606'0103- CONCRETE SIDE ALK-CLASS F1 FIN OF x OIUVE44Y,ATEA NXIO'1.260U;
a 3 THE 'OFFSET STRIP"MINIMAM WDM SHALL BE _ PAVEMENT B.THIS SLOPE MAY BE,REWOED TO IM'PER FT.AS 4,1011 BA'E LaftSE WWOSWIW vTYFE IOC !r
I FOOT IN AREAS H4ERE VnLITY POLES ARE N d tEC R FOR SMOOTHER 7RANBnO1 M ADJACBHf 40811 Zi LT CONCRETE•TYPE I F]M„5E CORUSE
d o d a x LOCATED IN THE 'SNOW STORA6E STRIP'OR N o pR Y 41AL7 ASPINLT OONCRETE-TYFE S GIRDS!WJME
x ASRHALT THERE ARE NONE, 4053.1701 ASPWWT C W-M4RA E-TYRE 6F TOP OdU19E c
4: PAVEMENT $LRFACE RESTORATION OF THE 'OFFSET STRIP' 4.DWVB4AY W1gTH5 MAY"LIVE TO BE AD.115Tm TO 6HIRkIH FRIGTOO MWF3HALL OL'S1BN
=I� SHALL BE A5 INDICATED FOR TIE '5NON STO RASE FSI'EXISTMS OWVB4AT WDM1S N'O SISEH ANBIE 4M..4 ASPHALT 0ONGRETE-TREWS AND LeWMINS OMPME
STRIP' BELOW APPROACHES. 4010101 TAOK 404T
TEM 10605.0103 THIS SLOFE MAY BE REDUCED TO 1/4'PER FT 4.WHEREVER THE 'SNOW STORAGE STRIP' NOT" 5.THE DRAIWY CONSTRIK,TNON DETAILS SNOW CAM 440AO GOLD MLLM OF PCRTIND CEMENT CONCRETE � a}
A5 NECE95ARY FOR SMOOTHER TRANSITION TO 15 LESS THAN 5 FEET,THE 51054ALK 94ALL BE OONTINIWS TIRoH ODWNGRETE DRIVEWAY APP411 M 107027305 50"WITINS PORT W 00-100 CONCRETE 3y
IRE FABRIC EXTENDED TO THE H15HWAY BOUNDARY.
ADJACENT PROPERTIES. WERESWARAIE ACT AND TERMINATE
MINER
DETAILS APPLY 63R45EANICLAN", EAILIN 6 AND
FILL If AW IS AND
CRACKS_ J 5. THE MNIMLM CLEAR WIDTH OF 51DBMALKS SHNJ_ THE dUm HILL IN PACT THdNNATE EITBt SIDE OF 665AS GFAWNB,SEALN9 NO FILLNK JOMiS AW OUIK.KS
BE 4 FEET CONCRETE RTE ` V• 5 THE CONCRETE
APROPROMSCMGTFWHIT O SITEM HOWN T8D103)ANedmimmy1m p
6. THE MAXIMNM CRO555-P'ITCN SHALL BE I/4' PER FOOT. TYPE 'A' '.W&A MRSDT FU 0 220JZ) J
DRIVEWAY 5EGTI ON 6.TH1 5E 91NFAf%SHALL BE GIVEN A SLIP RE515TANT
SECTION A-A
DRIVEWAY WIDTH ITEM 10(909.2801 TWMW- A COARSE FINISH F8WI!NOWJUAR TO THE 1.ASPHALT PAVEMENT WDBIN&S HILL ONLYBRM
Y BE PTIEED O o p
SWEKALK SLOPE IS A!lMEPMBLE, APJACEMr TO EMTINS ALL DEPTH ASPHALT PAVE ENT, F J
AS SH"ON 51TE RAN WERE THE EXSTWe PAVEMENT 5 C6146le E,CGNGREIE - W
WOENNS MST BE)GED, WERE THE EXISTN6 PAVE E R 15 - rC
COVO-RM A COMPOSITE WOM"MST BE CONSTWlCTW. (r
mw NA"War me 0=24W 2.WERE THE E4571ND PAV04M CR056-5LOE 15 DIFFERENT LI) IC
S' S + �TIE PROVIDED LAPEPROPMED �WILL 0E AW MR Fr. ry
4'THICK CONCRETE SEE NOTE 2 5� NOTE 1 A I.WERE THE DISTWA FROM THE PAGE OF PROPOSED MNRAM NO 3/b"PER R.rvabBM WQE A 51005E WTNN
ITEM 106060102 ITEM 106060103 MPJ cum ro THE BOWANT 19 LEIS T14W 19 FT, THIS RAIM CANOr W OeTAND,A♦T ACINO OF THE EASTIN6 '� v
- - _ PROPERTY LIEA40"Y BW VARY FOAL ��MAY REfiARE TE ��- 010115-%L MAY W REODNED BY O
PEG41Tg TO OEDIOATE PROPERTY TO 04 YORK STATE THE P914,111 ENNNEOL
- I 2.THE OFFSET 5TWP MNIWM WDM SHALL BE 1 FT.IN L1-.1
ARRAS MW IMLITY POLL'S HR LOWED W THE 'SNOW
I STORW STWP'OR TETE An Wm. }
3.Om"Im Nom Z NO
I I I I
4.THE 5 GE CF THE STORASTRIP SXNL BE O SHOULDER
AS FOU.01,6 -T7
^9/4'FAT CeON I I N ITEM 606024 AT 3 IN.T KK AND
.DINT AT CB11H2 GI ITE)60644,4INGfES TNOC AHb SCARED 90)NOES 4=6" MIN_
OF APRON Cam To Cam
T I I lS I GI Inm 61201 OR OTHER MATENNS-THEM MATERIALS IT 0/m Rnff!
MAY ONLY BE LEBO WERE THEIR USE 15 IN KING
I I I WTH 1 E GNARAGTBS5TK5 OF THE FAFIIliamme AREA LWIAP
AND WERE APPROVAL FOR MIR USE* BEN OETNN'D 11E140N.0101 p.
FROM KILL
ABBIGY(STATE fALNIY,TOWL OR p AFw.FJ �p
WNOI WLL MAINTAIN THE UJIOYM STORASE STWP AREA.
/ r \ 5.THE MWMM CHEM WIDTH OF SOB4ALK5 SHALL p
1yYt Be FIVE 0)_ . ..... . .. . .. p
H,H7 (7YP.BOTH SIDES) \ \ b.THE MAXIMUM SOBWALK GRO5&PITW SHALL ITB4 402 UM .. ...... ... ..•. . .. .. A NO
/ \ BE1/4'PER FOO. SHOULDER
EASnN5 PAVEMENT
sow p
IE
GjRmNs
ITEM 106060103 ITE" IOL792WI
ITEM 030
DRIVEWAY WIDTH s'
SEE SECTIONS 234.10,
M" MIN. r I 238.1, 238.4, 238.- ,
N1501295MY TO T MTFNN X15T1 PA E 54,2, 301 .2 AND FL
AG WORK
DRIVEWONSRUGTION A
ryr
LI25LOPE.MPJ MO RESURFAGIN6) SUBCHAPTER G. TREE AREA W m
NOT TO 5GALE NOT TO SCALE
ASPHALT PAVENEW GON5TRlI071014 ITEMS, Nl
SKEET DA(M'SDOT FILE 4280.121) 'z
l X Z LL
205.01 IINGLA55INED EXCAVATION AND EMIDANKFENMT ry�
ITd04J011 SLE BASE C4%IR9E - TYPE 1011
403.11 ASPHALT C404CRETE - TYPE I BASE GOURSE p 2
RESERVED 405.15 ASPHALT CONCRETE - TYPES BINDER CaR E B
403.TIOI ASPHALT GONERIFM - TYPE 6F TOP COURSE
PARKING FRICTION CON MARSHALL DESIGN d)
403.21 ASPHALT CONCRETE-TWIEIHIS NV LEVELING COURSE
4090101 TACK COAT 1�yl
44030 MSCE.LAW06 COLD MILLING OF BITUMINOUS CONCRETE a
490.40 MISCELLANEOUS GOLD MILLING OF PORTLAND CEMENT CONGREM {-LI
10507.5505 5AW CBTTIN6 PORTLAND GEMENT WNCRETE
63305 7 FI
CLEANINS,SEALING AND FAILLLIW
IN5 ,DINTS AM CRACKS
W
' - EN6INEERi
054-6
E �FNE
(N.Y.5.D.O.T.) '
f (5EE 51TE PLAN FOR LOCATION)
F;
NEM YORK STATE D.O .T. DETAIL5
HA'NDIGA � EARKIN6 516N
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NOT TO 5GALE FSSIONI*�
JEFFREY T. BUTLER, P.E.
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SURVEY OF PROPERTY
FOOND - SITUATED AT
GREENPORT
S W2.2W's°• E :•� S 82" 50" E,ti VILLA D,�D�'°
99.a0' ", 1D y, Lw"PDR'' �� 'I�_ M I�� TOWN OF SOUTHOLD
ILI , 14p ry� LS V V IS
ns.sr / NEW YORK
� D SUFFOLK COUNTY,
F S.C. TAX No. 100 4-3. 1
JAN ) 4 2004
HAG
A SCALE 1 "=30'
,y,_ I Southold Town AUGUST 12, 2002
ti I ill. I ni Planning Board
1 p JULY 10, 2003 ADDED TOPOGRAPHICAL SURVEY TEST HOLE
- FUG WI. N JANUARY 5, 2004 ADDED WETLANDS AS FLAGGED
FRESHWATER WETLANDS Ak
22-,I — I xYE >J4 py, YFkIAJ
23 39 Y I \ EWE OF air w ttn w ARTS. Inc
m
\ ON DECEMBER 19, 200]
zs-= .� Isl _ — - FAG AREA = 66,260.58 sq. ft.
III FAG - xu. x11. 1 .521 ac.
I I
NOTES:
1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
— — —
,51 III 214 _ _ — EXISTING ELEVATIONS ARE SHOWN THUS:w.0
EXISTING CONTOUR LINES ARE SHOWN THUS: - - -20— -
s,
TEST HOLE DATA
(TEST HOLE DUG BY M DONA D GEOSCIEN ON JUNE 25, 2003)
25 \
ELaaz 0.
Mlxm swo a LOM
0
I
C, BMW.N a GREY EIAY CH
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'14 4
--22 '�
I -
WATEN IN BROWN a CRAY CI-Ay CH
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- - M 2 MAMR IN eRaw. CUYEY SND SE
aN a 45'
WATER IN BROWN FINE To COARSE SANDIm
SW
£2 °�
T;LI
CERTIFIED TO:
oew °J PECONIC ABSTRACT
HANE �' 1 e '�' GREENPORT HEIGHTS DEVELOPMENT LLC
,2VE.. p MICHAEL DOMINO
�
UNAMIORIiEO ALTERATION OR &EDIION
TO THIS SURVEY IS A NOGTON OF
5 m I \ SECTION 72D9 OF THE NEW YORK STATE
2A
IEF I
FENEE - EDUCATION L1W.
- O5'W.� " Z THE LAND SU RVEYOR'S INKED SEAL OMAP NOT R
Ell TO BBE AOVAUD TRUE COPTSEAT SHALL T BE CONSIDERED
cn IZB y� - - - v UI •,cn!zCERTIFICATIONS INDICATED HEREON SHAT- RUN
'2s9
- 'N ONLY TO THE PERSON R WHOM THE SURVEY
w
FO
b\ y1a5 �, - IS PREPARED, AND ON HIS BEHALF TO TCY HE
MG
'TEST.H� - �p�ihd- -.J.i ED - BTW 11' LENDING I'NSTTUTIONEUSTIM EREONRNMENTAL �PNO O
Ill
BROKEN ASPHALT &,G jyy — ;(y wµ60 _ TO THE ASSIGNEES OF THE LENDING TRANSFERABLE
9
PARKING AREA - OT , 2; 1UTON. CE]si1FlGTWNS ARE NOT 11WlSFERABLE
POST IN [ oFlRE HxOPNO
_ 66 11 THE EXISTENCE OF RIGHTS OF WAY
\ m ORD, IF
15. - ���SO �^pp AR _�2 ANY/OR EASEMENTS F
NOT SHOWN ARE NOT OGUARANTEED.
Ce
x �
u. 14 1LL uF D< � -,W�Aj5, 0.
P
PREPARED IN ACCORDANCE WITH THE MINIMUM TED Joseph A. Ingegno
2A a E2� STANDARDS FOR TOL£ SURVEYS AS ESTABLISHED
6Y THE LI ALS AN E NEW YO AND ATE UIN
TNLESf550CNTOBY E NEW TIXtK STATE LANG
2,, _ Drys ;, 53 3� w :FRONTt x 1 Land Surveyor
YS 6
(NYS
, •� � .229- (pUBUG WA '���V,r. J. ;�., '��.
Title Surveil - Subdivisions - Sde Plans - Construction Layout
FA O'
ISAL� - i PHONE (631)727-2090 Fax (631)727-1727
5"I
" (51 OFFICES LOCATED AT MAILING ADDRESS
N Y.S. Li c. No. 49666 322 ROANOKE AVENUE P.O. Box 1931
RIVERHEAO, New York 11901 Riverhead, New York 11901-0965
22-27'