HomeMy WebLinkAboutThe Cove-Site Plan _Tls
EXf1/B/T 4
- C 1. FRAME f.GRATE
F ---A5 APPROVED By THE
INISH Ep GRgDE yl�IPP,PE.".�J.PE�FD.PBD.4�PO O.� T.PUSTEES f7CT�ON OF/cam` /�\J
/� TOWN OF SOUTHOI_D
p
+ Eo/V q
} PAVEMENT SURFACE '
9e z •— Z• 6r1
• T�TiO.4G tyTLANOS'A,eA' PLAN SITE
" -- V11CI _
PACE w�N+ } ,,
- '
BYTL/ESOUTf/OLO TbWi✓ THE
/ D VE /I T SOU THOS D
3-B,zrYBEf4PY + \ ®®® ® ® F T,PUSTEES / / /L (t/� V L H
} + IS" CMP rn
\' + 2 ,PEO C•NOKE�,P,PY ®®CE9 ZEE] F' w
'C PREPARED FOR
BA YV/EW DEVELOPMENT CORPORATION
W } 4- CON✓EX JAOANE-� I'-6' ,,,...(((���
W NOGGY �� I I
R +
8'-C" DIA
U + LED
lei 10
I AT SOU THOL D
N N
V116melrN/AOv'e•'iVA'FWWay e" 4`0" e' 3g
?AB
"FIIN• "EROUND WATER _ 4 TOWN OF SOUTHOLD
CH
-59
SITE - 1YGILAIJG rOlATCFOASI � FOLK COUN TY, NY
, SUF
CEDAR AVE. p� e IeJVN
SCALE 30'
PRIVATE ROAD
TYOIeWZ .4 UN/T OLA/VT//✓1; ,���j�: _
COREY CREEM �50n Y� fi.`le(,')ykj ! },( SEPT /3, /984
��Oje ORR E O rfOfnBS
/f✓ 1� former) THE LAND\VARD LIMIT OF TIDAL \VETLANGL, SHOWN HCRFON
J
nog or , , •7u ""I 1F r r' ^� ' 'Iw �r ., 3y366';gb„ l5 FROM THE 19b4 N.Y.S.DE..G. IN5PEGTION WHERE OERTAIN
�I 1
'e1 � �, CQ /� � PROPOSED 6UILDING GORNERh vVERS STAKED PY LI9 AND
LOCATION MAP til j ^1^ �y , a � sy3, MEASUREMENTS \VERS MADC AND REGORDED bY THE.
SCALE /"= 600' \ a Ay �! a. qs'k, CRE K N.Y5.D.E.O. FROM THE STAKES TO THE TIDAL WETLANDS.
s2
--1 eI zD,ED Pa=aD PI =eD Rr=s.o P1=80 Pl-e eD v/=e.o
«1000 VCC=-0..63 VCC=.o.l9 VCC=,O lD Vcc=_O �O VCC=,O. 6 VCC•-o va=.° •
Ac .=/3.91 Acr=e./, Acr=er. acr-691 Acr=e a acr-e, Aer=e° , O q, Nl��' � 'f "';'f•�{YP 42/6 �,
SEEDING AND FERTILIZING SCHEDULE
EXIST/N GRADE Q °00 00
1 \ �
\ yr
r - o oD% . oeEro !u R'IN .J" i '�
\O 66 % _lD X ,D cv% O NB are to be seeded with/ ai'�' ?nY,�' ✓ r' /�'vSl f? e` uv"' --t within Zone 1
h One Of the
\ � 3)4, � 1 All disturbed areas
We � vwovo,E GRADE / i
� }y 5.24
following mixtures :
ce RD ceR Ce.vo vj7 \ ✓ �A� 1 �.{, 0sry a 3» ' 'dr [ A. 80Reliant Hard Fescue
i` -b rxF "�'TF' .}^ AZ�� P ,stir -,.
\ n $ � \ 20% Jamestown Chewin s Fescue
%
a a e m m m ♦ n �/ S',. to T! a ,b" 9 { yV S G
B.
oo+ mm+mo+ o� r�, rr, nw om mm o♦ m� o„ mm om mm ow mA om m om mm lS�rtl`� JW+' ( �I ��Idd1 �,i it ' r fprh I
Rebel
ll Fescue
v, a
25% Barley
15% Seaside Creeping
+ + + + "
m�dry �r iiiGG�h�r�rd�i�jA•z2�:'f,�."hu'i'r<,-"�"iarr k i`v x7,a,;, �` .! r • "'' - toa ' 1 _ rir, , -, l. ♦I ; , ,"� f }NfiCy
l NNT
pWNw B2ntg ra55
C PROF/LE % SenderW
heatgrass
SCALE: MOR/Z /"-/00 10% l
VERT /"=/o o ZONE 10% Western Whea grass
ass
e.,:ti �" : > 4e x rs illhEItI,�pLl"', ^rarH'Fe .I ” - - 9 . . r•rvr 'x+i, r i t s - i`F'-''' ',rr ,
ROW or farmer/ Jock Clpr/ono .f.;,- ' N:..�w✓.� i} "ru n�+�v"rrtt++F N ..,�,',,i ' ' �u�rt r• ,.}� `y a;gu4 /a%'"` , � . � �,; _,, � ., +" N 2. At the discretion of the
(I/OCOn1) ;�,�,Er,: ani51£r,sa °ws6. uJS• JI_ #y;2
�'� rihv�'f,/, ,? ; "•„ 'FM `ke SSE P � i
,S� u,yIp' x � Southold Town Trustees, areas
i� Sfr , � '>w+r� . F� ' � 1 x I>" � � ' ' -1� '" v r aF i. ' 2 within Zone 2 that do not have a
'.I
satisfactory vegetative cover ,
W -p r +-,�'�. .I_A? ,��,� 7k- ry"" �'' � " ': a ��'.� .�,I66,"t•E�'dr'�_' -.AS1,11" .1d5.� 'NN. 1 ' l .�i1 4 Tp .; 3'., ,,F�'�� `�F •;�-. .'s, x ^r will be seeded with mixture 'rBr,
!> •'?q .r'��, r '',°l.!Y,l,/ �? F ly 4,. �yf' FF� 13.4, :
irO. 1 i 51I I Ol0 . 'O„il-y.YV o t ; 'a¢7y1?•'!" �)I u t./�,.rP,MA)'4A{-b::AY<,,,4}T 4,a,:�sa-.�E'9.^Y�'',F I_, ..(r - t x .,':. ." , � tr �/ �rirP,G,,l,;uu ,.;- ., ., :,: - �...
.,r-r1f L\ Jm,6{•+�
4c IItnD
`
above.
64 M3. In either of these zones 1 or 2.
,r0
m - ZIO1w. I 25000 0° " fr '�i �; +t' t . r w.' f i 'In e.?I,,, _ " IE s2-} ,I?7i€�? „�,,'y� ,� �., , 'yf 'ss ; ^ \ rl •,r,r I� listed above, no fertilization
Tm'tf fe
b,� m
u S 25 53 -.. - `
m ° shall take place at any time.
m 4
e-o uln,5 u Eel- _
4. All other areas, shall be seeded
8 I I ��/ � fi, 1 °�{i" .L�, HM Ja�YI v 3'' � I5 : I 1 li,, i .,U1 CTS E' / f� j \ .` �tll�F in YrIN '( if ',.T k.•. ,
or sodded at the developer ' s
' „�, '. I •� 8 g .Ji v ' ,fi}, y� aV t,,,�a ;'; '�',rypl 7 k . :�Lr. �I�1,. -(— ' � I —�IO� I I - R.DGr�arE _ / / � � W' x' a.r'�b� x' m option, with conventional lawn
„�,�
7O O r / � 'i, r:r N/
L _ I— h-=455 1 / r\ Q �t -_ I P°l -, ;c,/� p 5+ -'L r :.. ISn material . These areas shall be
I FUTIy'2E GOG'AT/Q/V 621-- OOG / e " `' "E''� a , " 'r�i4+Mf „ '�`'r ?'�" k / / `- -/ >oy � T a? fertilized only twice per year ,
: a `, ,,�: once in the early spring and
t/ocanl Q 1 ', Ai1�0 TE/✓/✓/S G'OU,G�T / . , � .� �,3; ',�c, \_ � - {1} _ �„gc)_ _ - lo�o�� . \r�:. s — - - _ 1{ / / v, ,°s rf, lh',. A;�F .'a once. in late fall . Fertilizer
o3' it I :�" (6`p1 ° r ,
shall be a 50% organic ,
T ]PCOG- ,I- / Racommercial formula cont
ainin9
5%
Q
S/ ,!
o + F,, �,t1,, T" — }�.c r I \ __ ',(,5 / gq ,, -ik, I W nitrogen, 10% phosphoric acid ,
:' -a —_ - - - -tn \ \ _ ._ �6 and 5% potash , applied at the
rate of 20 pounds per 1 ,000
/ M HOLE. -bs� / 'E " h "y, square feet of lawn area.
--�--_—_ \TO OV._ ...�
y 'Fy
•----'-18-•---- PROPOSE—D 6'�WIITE R--,N.C1N � -_-'_. W 90_00 _ > 0 'C''lr
- _ 5 19°
20� 5 $5°53'00"k' _ �'�i T
.D \ .. / " Y, ,/,• _ - - - --I - - / 1791 -, t - 9> / \ j.i" x ' nr, °i 'k5
/� \ l.9 /i98r ,- 6• „49
/ +
\v
N ' ° DRlve—hk
o T z ,u� it - "•'� .u ' - _ .,n�
I 1 T
891
Al 00 , N 25 53 0 _ 75 J Y O
1w }�4
1
O - � +a ` i� , ." o >urctr
C.P
B "'- - __ - - - - - __ • r .e i� r, 46.50_ ;/ ,I 5:1^ - to I 19. / ff \ \ ` , ' D, \ `rF� 21
LI ME°iTONG/ '�4 - 1 ql
h LPUK TANK 3i I'!k n 'p N '" $ 1 v +1 „ n. , .• `u_ N �. x ' \ eT ll !. U R•lti \ - T
` �\ \ i0 Z I �xi.. R• ;\ a . + y $ + Iw ,
\ e LEACHING FIELDrv,
vl9 I�uT01-I Y 'ol w
ra , = 4ivat s. O )
� Poal,s I r i 1=i n e L I c..s I '`iT'g •�, o ::e i , ; h g ci u'OMiat aoota ,t'I\tr'3 I153Y � Ir,u)
S^ o Iso" a } F i '" �m SArtG71 -t +., ;'�.�\ \ "� 1 � p• i,l
1 r i:inc97o EST OLE I �' - _ \ N E t5 r ^k Iu� 6 \ RD I .\ �a �o ' ` \ s� "I{'rl�f �l h \ \'a lr" .'S • ,,, z rF
�I, .w bY.`` 4 ETE yes ' R�
_ -J iro�i Ya � iO r°o �, r. �A � i4 `� s a _ o� v � n O'�� '1 -i
W %rILr4R LANK NO. - �J I / \
v, s('. s Tt �i o \ vi f"jam � \ fl?6 rl /
n�� �
E °� LtALRMb - m g w 5300 ERD 1153
WEE OR CELL OR CESSPOOL °
DWELL/NG
4 f
N.25 53'00
i 261.24' 26'- �
\ \ �, • 1085.48
za j N.25°530(7 E \ - \ ) - \ G.6•No. S �`�,,,_ MANNoLE S 4 z
' NOTE '
- - - /L - - = EXI&.T ING CONTOUR '� -- -- - -'
\ \, I I I I -r/vRa,rt =�.��1 rvP call. = zs o
cROPOSED CONTOUR. q la 16 I ( / 3/4 NATER SERVICE_ a CURB S70P \ 18 I6 la 12 to B �, , ,�,g,E 6 E = 5 SI
3 OZ CI) Pr cP05ED ELEVATION `0 16 18 2C (TYPICAL) 20 6" WATER MAIN
4, ELEVATIONS ARE REFERENCEDO
¢ CR
k OCP I DWELL/NG 7Sr5'ET64C,e L/n/E
TO N.C,.V.D. , 1529 I w G,FOAO TOWN OF.SOUT//OLO .
m now or formerly Robert W Green now Or former/y Mary E Clemens 17OW or formerly Robert ✓ Clemens now or formerly Budd B. Young no Or formerly Budd B. Young
& Helen Green (✓oconll NOCOOtf T?USTEES NETG NO C/nCE
e CP
NO EVIDENCE OF JAN. ,
1986
o61uw • o NOV l8, 1987
a�iHrs sDxvF. Is . mounoNAor WELL OR CESSPOOL NOTE: OCT 26,1987
ory RnUR ar ,HE crew .°uR sr.n x ! B//S6/NG51-~4T/ON ANO pZ,4i1/• OCT. 9, 1987
rccLi LAW
m SUPPC/EO BY YOUNG YOUN OCT. 5, 1987
....LA S�R�i, MAF NErr .E.RI,. m rE y ocr. 2,1987
"' ,YNR 1INA:D 1.1 I' w EXH/B/TA /NFo,P.✓�AT/on/
�F 1.ss srA: SHALL Nur RE A, C, e O Ns1jF SEPT 4, 1,98?
I nl . veuD 1EA mry P.PEO,O.PEO 3) --A AUG, 6,1987
SUFFOLK COUNTY TAX MAP JAN /3,/987
/JNTJ BOOirC6CG O1ST/000SEC7-
9A7 S/K 05L 0 r-QRO JULY /6,/985
.NAe,41E 1 INNIEAFED Hf It N SHeLL nut '
Y V THE YFYSON FOF WHVM HF SUR. ,
I s RUE,AUD, AaD or.HIs nHAEv io rw REV/SED - DATE• FES. 1,1985
rtu mmv.Nr caysH11M TAE .O IHI A. NO.B4-4B
NUwG IrvSIrt°rIVN IIAI H•REON1 AND YOUNG 4)
Y �
O THF ASSIGNEES VF IXF I,INDING "'I
�hraN. Gu.R.NI Et1 All Nor 11A'-H AA.m YOUNG G1 YOUNG, R/VERNs 0, K Y. 12845
AL WA D YOUN, ,NYS, RE.B L.S. VO..NO. .93
ADDin°NAE msRlmn°Ns ry sOR«N =.
NDWARD N'yYOUNG,N.Y.S. G9. L/C. NO. f5B93
I
75A515 FOR SANITARY MESICnW
L E G E IJ D DEVELOPMENT
33 CONDOMINIUM UNITS - 3MiEDROOMS EACH UNIT
0MANHOLE
h DE51GN PLOW
4 TEST HOLE OR 'FjORINGI
33 UNITS 300 G.P.D • 9,900 G.P D.TOTAL
® CONTROL VALVE
SEPTIC TAN I
(° 2 DAYS FLOW, q,"0 x 2 19,1300 GALLONS
17 UNIT NUM13Eq
PROVIDE FIVE CHAMBER SEPTIC TANK, EACH CHAMBER
-----I/n----_ E-AISTINCn TOPOGRAPHY 1E' AL 20,0 DIAMETER WITH EFFECTIVE DEPTH.
TOTAL CAPACITY . 20,000 GALLONS
I� "PROPOSED TOPOGERAPHY
LEACHING IELD +
(d I VIDE G.P.D REQUIRED AREAS SOI AL
EXISTINCR WATER Th ODY
PROVIDE AREA OF 4fo' x 150' PLUS 4 ON ALL SIDES
FOR ATOTAL AREA OF 74' x 15 B' OR 11 ,40)2- S.i.
SANITARY SEWER LINE
SANITARY FORCE MAIN LIMESTONE/ SULFUR UNIT +
PROVIDE 4.5 LBS. EACH of LIMESTONE 53/4'' 1
G.P.D. OAMD
- SULFUR (3/B" ' 3/4•) PER .D. of DESIGN FLOWWS]
W WATER MAIN REQuIRE 44,550 LMS. EACH. Ob 125 LBS/C.F. AND 30^/e
VOIDS, 1018 C.F. REQUIRED. PROVIDE TWO 10 DIAMETER
Ne < TANKS WITH A LS'EFFECTIVE DEPTH.
LEACHING. 'POOLS:
YI Cv 10 G.P. IAM TE 1 3 S.F. REQUIREDREQUIRED.
(v C1 ID 5 I/ T.
H7
FOR 10 DIAMETER , 31.5' REq UIRED. PROVIDE EIGHT
TEST HOLE N_ I TEST HOLE N•2 IO' DIA. POOLS WITH A 4' EFFECTIVE DEPTH.
0 pp
GRADE ¢ los GRADE EL.ISF Nv
O LOAM O TOP 0� PUMP 5TATIDw 'DATA
Sol L
CLAYEY UM
N � PEATjODY TjARN ES HODEL 3 SE 103 90 G.P.H. (PCLAY
SAND � 30' TDH , I']50 RPM 3 9, , 230 V , �3' D15CH4q GE
/ PUMP CONTROL. -PANEL : PEA13ODY T5ARNE5
3 3
DUPLEX PUMP CONTROL PANEL WITH AUTOMATIC
ALTERNATION OF LEAD E LAG, PUMPS, AUDIO-VISUAL
�q HIGH WATER ALARM' PANEL FITTED WITH CIRCUIT
f PEAHERS , MAGNETIC 6TARTER5,WITH QUICK -TRIP
TF OVERLOADS IN EACH LINE, FOR 3 OPLMPS; H-O-A
O SELECTOR SWITCH ANO RUN LIGHT FOR EACH PUMP;
N W NEMA 4 WEATHERPROOF ENCLOSURE WITH
PROVISION FOR 4 MERCURY FLOATS (PEABODYT3ARNE5
MODEL 73&12) SUITABLE FOR 230 V Al.
SAND
W
CLAY AND O
GRAVEL 0
'T
I I /
A
SANDY
— � ATEA 11 CLAY
CLAY
- - - S.ANn SAND i i
GRAVEL AND I I \ \ 1 \ t I j
GRAVEL
GAOAgo wATEDR vNu,1 6' 0
p 3 0l m m iP.
Q
4
o.W l
Q ro I
MOLE .i AND AOI( °
TE5T HOLE BATA / 0 \ \\ \ W \\ \\ w W SEE
DUG AUG. 20 IgBF \\ 12 PROP. GP _WATER MAIN G'Tti• ti' DETAIL. Q
5L.D H.&. REP.: D. 5COTT EE A +
to I \ s \ \ l'ROPbSEA 'BOAT]
t 1 \\ _ _
-�1
�� --d°, Y qi': „yI I�9
ols
i ---------------- - -- Itj 51 WA
P E 11ar 11
TEST W 33
- AaglNy r; O
4 0 \ I su 1.a TANK LEACHING FIELD / 4
Q P Q \ L u / TOP OF FIELD ELP
G.f x FL EL
II 0 DI3Tq�DyTIOH \\TENT_
w o 1 9 \ tA1✓. EC 9,32
5 I \\ LIMEETOTAN / or
lul \ �uLFun K /
I
/
F11111arm
OLH COMY ULPAItTA1CNT OF HEALTIi SERVICES
= Approval of Cu:,tmrAcd Worts
U w
? FLO Rd 10
E m-, A yhns;l ao'l water Supply facdnaa of Lh15 I...tmn
�.�. =.a m__u � I Ins(;olled by Inls Uepaq,A,,, and are
wllh lnne,a an uwd plans.
FI NI9HED GRADE
COREY GREEK ROAD SATE CHILF OF GENERAL
ENGINLERING SERVICES
r
4,
6-B� H9 ,�/5- 3UicT SAn/- S'f51EM
O REv9 `7 .e1 .8-1 RENISED 9RaP.CONYwRS
REv � 8 5-x5 s1 470 eoueE no-,N
WATER REV, 117 7 -25 - 51 7UM9 5",., �J ATw
MAIN (ZcU 6 - y - Z9-$7 — V-WtsEH CALCJ1A7`Io1J5
TITLE SITE PLAN - NORTH DESIGNEDB
Is" MIN. A.J. K.
THE COVE AT SOUTHOLD DRAWN BY
TOWN OF SOUTHOLD, SUFFOLK COUNTY N.Y. D.E.P.
SEWER LINE FOR CHECKED
y�Ptg OF NEW BAYVIEW DEVELOPMENT A.J. K.
AT
DETAIL A r �AaJR , Im9fit CORPORATION DjATEl6,1987
WT 5
SCALE
e W� 1" = 30'
°• 4792► dr
ARUFF5S10N�' ASSOCIATES INC. DWG NO
2OF5