HomeMy WebLinkAboutGeneral Layout Young & Young, Land Surveyors
400 Ostrander Avenue, Riverhead New York 11901 '=oe
516-727-2303
NEW FRAME GAg330 //' `G4"
Alden W. Young, P.E & L.S. (1908-1994)
't�IIUtt1J ' / Roward W. Young, Land Surveyor =`ne
/ Thomas C. Wolyert, Professional Engineer
Kenneth F. A6ruzzo, Land Surveyor
O John Sohnurr, Land Surveyor
ffngirzrrling !/
6urveying � Q /i
V NOTES:
P /
'S 1. THE TOPOGRAPHICAL MAP WAS DEVELOPED UTILIZING A COMBINATION OF AERIAL 1 PHOTOGRAM AND CONVENTIONAL
FIELD'
FIELD SURVEYING TECHNIQUES THE FIELD SURVEYING WAS
COMPLETED BY US IN APRIL 1997 THE AERIAL
BASEDPHOTOGRAMMETRY WAS PREPARED BY FURNISHED
INTERNATIONAL
`1, BASED ON GROUND CONTROL SURVEY FURNISHED BY US AND
o,�yt PHOTOGRAPHY DATED FEB 20, 1997.
2. FIRM ZONE LINES SHOWN HEREON ARE FROM FLOOD INSURANCE
RATE MAP PANEL Na. 360813 0058 D LAST REVISED APRIL 17,
1985
"Res" I've nom"°°
m _ .n 3 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF
SOUTHOLD SPECIFICATIONS.
_ l A, "P• Im 7 DRIVE • 4. PEDESTRIAN PATHS SHALL BE WOOD CHIPS OR STABILIZED
'gym r hEN.P #rsL 1 G ^ NwnsPxAc EARTH.
t k y1
�IN p'pNp �� I • �s°�� 6 5 ELEVATIONS ARE REFERENCED TO N G.V D (MSL 1929)
- NEW FRAME GAZEBO 1+ �v 'LTI yl I;
r tI'll,1511
LEGEND:
Tall+� 37
EXISTING SPOT ELEVATION rn
,' F7�f a�°P�' % JJ {,h� • • PROPOSED SPOT ELEVATION r 1900
33 -
I
tT +r 0Y EXISTING CONTOURS -- -
PROPOSED
/J ,m•„y" EXISTING BRUSH CONTOURS
33
s,.'.'^' f+ _ �,T,rrmm�rn-.Trnr�,
^"Fm ^ ,w. �. � � E%ISTING WOODS LINE _
,' PaaTeulA �// O y ff egT, '" " ^?Y,,. '
.,....m17 //' .✓dna,"'�<i / ' / , / t° �,.rP " 9TDINGOGAS MAREMAIN
E% N = - m E _s
NEIWTB GWATERRMAANN R"mn ="
n
MT of ` t.�1y� NEW 6" WATER MAIN
YR,A`MR "a NEW 6" FIRE LINE = 'w' s;=
EXISTING gr ` NEW 4" WATER SERVICE = N"ws a4r
// ° ,'.PSS" •' 1P�. J N0TI8i WETLANDS ` WATER VALVE _ • SLR
,4f,o "b / 1 NL PEDESTRIAN PATHS"MI. 100 FEET El ME "1B �
• J "ETuxos sNAu rvDT ExcEEO s Em w •DM ` �•� ». EXISTING FIRE HYDRANT = _3ycI
Aso M.PE SURFACED MM WOOD CHIPS
ryy AsoMr M OTHER SURFACE NATURAL APPPDYID RY "Z
Hd`jdr ME xV.E DEPARTNExT OF ENNRONNEHTAL _4 ' •j5p NEW FIRE HYDRANT = { aK- '
t J CISISwNAnpx yi=P
NEW PEDUMMN'RATR� i { • NEW ELECTRIC, TELEPHONE, = ETC&C _-`^
y ] ALL SAKE EARnI _'A-Er TO ME PROPOSED I { T. m
IF / Ml4l WIP PEDESTRIAN PAMS RYAN 100 FEET D I ro F
•M"! 1 ME HIRA5 SHALL GE BOON RM MtDaOMR MI K
d 1 s mEsxwATFn xtluxo Rouxo.wr As RADCEo / r'Z CABLE & GAS MAIN
SHEET 6 O F i' ed AN PPROIR OF COASTAL ONpONMENT i W
I f,, �¢ t SHEET 7 OF 9
CORP AND APPRONEo BY rvrsocc ox -T-es r / 1 •
' < NEW STREET LIGHT `'
SHEET 4 OF 9 __- fA N r `rJ i SHEET 5 OF 9
NEW sir FENCE l! NAY ITAIL6 I =3 _.
N / 'Ppj� ,,,,r �j"z M \ A`dS,v'w PJvc PRIOR ro.wr mlomNallm • / !'r �� • • EXISTING CATCH BASINS = (] �s`I-
--' / ,^�'," ^^� „ A, �� f , / ( • NEW CATCH BASIN TYPE A
Z a
NEW T PARSON N S , • / o.j I'm NEW CATCH BASIN TYPE B =
�� y ��y,�f unwr xo-m ca:l // ♦ p• {` l{ NEW CATCH BASIN TYPE C =
r• d , rf
TREE WITH SIZE & SPECIES = 15 N
`l
r, • Nw ^, • • � d `�, `'1
carve
' � scEl+' EnsEm EN • <,� HIGH DENSITY POLY-ETHYLENE PIPE = HDPE
24 ^ 2U n POLYVINYL CHLORIDE PIPE = PVC
I aa• �' CAST IRON PIPE = CI
STRUCTURE ABBREVIATION
N/ NTTEW TRASH
� � FF7
mucTURE NUMER
NEW T P N PnPILINE
CK-UP AREASUR STRUCTURE
• � Toy' /' NCB 1.03.1
3 '�<A �' T - TOP OF STRUCTURE
1� �� ,�,�i.. � � aA • �� /i/ � � . �Ms,� I = INVERT ELEVATION r
PY r 9�e
„n1 ^� o g STRUCTllRE ABBREVIATIONS
.ANxwp
_I,pa� aam
< ^Ir IF
NEW STORM SEWER CATCH BASIN = NCB
t a'Aa i� NEW STORM SEWER MANHOLE = NMH
Fe • • I I :{gd NEW SANITARY SEWER MANHOLE = NSMH
' 13 � soFor
„m• III 4 SITE DATA:
Ond,^,f • ye`"� ✓x�✓ �^" e1yCMFNi c ` `^ \\ • li '"a� ,,,• AREA OF SITE 6,306,216 5 F OR 144.7708 ACRES
g "enD" ^,b� n�ALTP AREA " rE.r T'�JJ ✓ '., \\ I /i • 'aW Aa*Y
T4yn ✓
r a AREA OF SCENIC EASEMENT
✓ ', p car; . r I
� (SOUTH) 1,386,122 S.F. OR 37.8210 ACRES
^ (NORTH) 266,065 S.F. OR 6 1085 ACRES
a
J call I) ITRw1a. , Ir �_ •m +'
J I'rv,1yr��(�I • ; r NEW F1�R�L�NE� d. ,x
TOTAL 1,652,207 S.F. OR 37 9295 ACRES
, �P,r o.0• �y.1�1 V
AREA OF BUILDINGS
8 I' j• ^ ""r"'p { EXISTING / /' f�i '^� (EXISTING) 26,225 SF. OR 0 6 ACRES d
"^' ± WETLANDS / rod • � y (TO BE REMOVED) -14,100 S.F. OR -0.32 ACRES
ORK • ! d i' < t A (NEW) 386,796 SF OR 8.86 ACRES
e.P
mu roAx,x«mRPnwER, NEW SLT DE & NAY SALES % a i t QTOTAL (NET) 398,921 S.F. OR 9.16 ACRES
e3Bx
•:r+ �AcnNTr E FR�EsEHHwATER RE No i ` =""d7 :�lL,{ PERCENT LOT COVERAGE 9.16 - 144.7708 = 6.33% �N
" I FACUND r As U..
„pn/r
` m"• t .NANON oRITALN CORP
[�eE'
AND
• N APPROVED er xYSDEc on aAa=
1-)-Rs NEW AL ANG � 1'v PERCENT LANDSCAPED 284 } 144.7708 = 19.62%
Rrvo-m Rkr
2l" NEW PEDESTRIAN PATS
'�S a c E^sEbEN,r LINE N* ---____ - Q�"xr • �� � APPROXIMATE AREAS IN ACRES PRESENT AFTER COMPLETION
�d
,"eir 1 NEW POND N ` R, MEADOW AND BRUSHLINE 74.0 51 3
AOi nPIxE NEW
n waw >> T.'E` iuii AEPM
FOREST (WOODED) 49.3 36.9
r AGRICULTURAL 0.0 0.0
,,,,,,II" ll, ���� �^,✓ PR FRESHWATER WETLANDS 2.8 4.9
WATER SURFACE 0.9 2.1
UNVEGETATED EARTH 12.4 4.7
BUILDINGS 0.6 9.2
PAVED SURFACES 01 128
A49:A3Vz6b'E ""r"^ ^ �`x" o LAWNS AND LANDSCAPING 48 22.4
I y Yl rz'Ry j
PARKING
I t;'
IN < REQUIRED
c • z
I ���cM • SHEET 5 OF 9 1 FAMILY DETACHED DWELLING 118 x 2 = 238
SHEET 4 OF 9 MULTIPLE FAMILY DWELLING
SHvN
EET 3 OF 9 � 1 BEDROOM 40 x 1.5 = fio
SHEET 2 OF 9M
50"o • ' a g t O 2 BEDROOM 75 x 2.0 = 750
p 3 BEDROOM 17 x 2.25 = 39
now P. Iw„I.nr a.n, Rwlq co w ( . (' uU • S�P`NO HEALTH CENTER
NEW PAOND NQ T a LUPT �. SKILLED CARE CENTER BEDS 32 ® 1 32
c� I J �y+x ,;1T' • • f�a L0�G TOTAL ASSISTED LIVING CENTER APPARTMEN TS 24 ® 1 = 5Tj
41
I 4d
UNwI , DNO. 7 • 'e,► ,' PROVIDED
��rda "I"FRNI�'otV B14.nE • ` 2 CAR GARAGE EACH COTTAGE 118 x 2 = 236
135 CAR GARAGE ® APARTMENT BUILDING = 135
C ^d'f PARKING AREA No 1 = 52
NOS = 54
NEW STORMWATER DETENTION
No.3 = 25
POND WETLAND de BIOFILTRATION SYSTE ETaSTING PU13UC / Ivor s7
IEEE uxpsPx�ruxs F x usl DF PEwTS) WATER SUPPLY FACILITY g+(j�jl TOTAL 581
aE OF-1
a'p,m f
❑ v � b
13' x I ,as
I❑ d a '/' �/ / ., /' - DATUM NGVD (MSL 1929)
In MI I k PECONIC LANDING ,+ R DEPTH TO GROUNDWATER 0' MIN TO 50' MAX.
- SCENIC EASE ENT T. • r{ , ,
AT SOUTHOLD
O9`m rLNEN APIn
D Nth
.PERg • ^A,b�u 2 i ' U S RETIREMENT COMMUNITIES C��t
ODYN
R-80 THE GEORGETOWN BUILDING g
ty E� RESIDENTIAL LOW DENSITY +�AMLEi DENSITY - i ME CHESLEY DRIVE FR-8-0
MEDIA, PA 19063-1761
Cn
RESIDENTIAL LOW DENSITY Tm"
NEW SANITARY SEWER ^;7?� x APPLICANT:
RUMP STATION ^117
U S RETIREMENT COMMUNITIES
C ON BEHALF OF PECONIC LANDING AT SOUTHOLD, INC.
THE GEORGETOWN BUILDING
101 CHESLEY DRIVE
MEDIA, PA 19063-1761
L--� UYIIED BOSINESS '
SCENIC E.0 SCM ENT LINE '
LIFE CARE COMMUNITY
i f -
` S _ PECONIC LANDING AT SOUTHOLD
-, y _ R-40
5
#T E RESIDENTIAL Low DENSITY
RESIDENTAL LOW DENSITY
"s
Cl �ro,Exa�p At: GREENPORT Town of: SOUTHOLD
-� Suffolk County, New York
1a11IRMDAx a
_ W
�' �� Suff. Co. Tax Map: D 1000 istrict Srpuo Block5 1 Lot Lot 25
Z
T roEE x�� f -- X111 GENERAL LAYOUT]
m rz nEPVImOJ _J Tnl • �� • y N �_-_ 9 1�
- - z NEwy
a
�p O
MISS LOCATIC) N MAP N 1 } 5 o rT2 r�
�LJIIY a
x c
I �� SCALE: 1" = 600'
I I e9
456 3
s F�LANDNEW SIGN
S �
ITv•ploNn J
yr ,w
I f
'' OF NE6y
AUG. 24, 1998
� r
it NEW CONCRETES JUNE 29, 1998
NEW CONMETE CURB MAY
SEPT.1971998
997 ax.�e
MAIN AN. - ROAD N . Y. S. RTE . 25) * *
r MAY 14, 1998
DATE SEPT. 4, 1997 - -
SHEET 2 OF 9 67483 JOB NO, 97-0290
SHEET 8 OF 9 SIS SCALE 1' = 9 x4
SHEET NO '1 OF 9 '}^
• _e
"970290SP(OB-24-98).DWG" OF 9
0
Young & Young, Land Surveyors alb=
/ 400 Obtrender Avenue, Riverhead, New York 11901
516-727-2809 va:6
NEW FRAME GAQDO
AldanA. Young, P•B t L.S. (1908-1984)
/ e€yn8o
1 / Howard W. Young, Land Survey"
•. bLw,ninp - 1_ Tho ,fessional eyi
eer
SKenneth F. AbsmLand SureyoEo
umod uey
fnpm Rp • ///
burvrp n9 Q // 1�
NOTES:
1.
P / ,
1. THE TOPOGRAPHICAL MAP WAS DEVELOPED UTILIZING A
COMBINATION OF AERIAL UES. HE FIELD
AND CONVENTIONAL
FIELD SURVEYING TECHNIQUES. THE FIELD SURVEYING WAS
COMPLETED BY US IN APRIL 1997. THE AERIAL
PHOTOGRAMMETRY WAS PREPARED BY GEOMAPS INTERNATIONAL
G BASED ON GROUND CONTROL SURVEY FURNISHED BY US AND
PHOTOGRAPHY DATED FEB. 20, 1997.
2. FIRM ZONE LINES SHOWN HEREON ARE FROM FLOOD INSURANCE
/ �' `/ •^ RATE MAP PANEL No 360813 0058 D LAST REVISED APRIL 17,
/_' - i ,'',',jy�• ^' " n N.,m a t 1985.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF
SOUTHOLD SPECIFICATIONS.
m A ,gF'IE" n✓"r �xnw" p•rvE ' 4, PEDESTRIAN PATHS SHALL BE WOOD CHIPS OR STABILIZED
7 I EARTH.
5. ELEVATIONS ARE REFERENCED TO N,G.V.D. (MSL 1929).
NEW FRAME GAg80 <' i' • i
----- ------ 1 A LEGEND
V 'IV are
EI
I// i[ ' - n n n •'° , xf' I �� EXISTING SPOT ELEVATION 172
�, XPi ,I m /' �i4• L1NE L PROPOSED SPOT ELEVATION = < 19.00
�< /�/ < / ' d `` ♦ E EXISTING CONTOURS = - 33
-
�/ U J PROPOSED CONTOURS = 33
EXISTING BRUSH LINE
/ o'♦
,/ < ,/ G y. � � °<•O EXISTING WOODS LINE _
WOODS TO REMAIN M'YYYYYTYYTYYYI
/ ✓ +� .spy'• Nr EXISTING GAS MAIN = - - - cM - - - s' E
,/ / � /►�� ,�/ n••"' " EXISTING WATER MAIN = - - - WM -
k , SCENIC EASE ENT ":F
NEW e" WATER MAIN = e-Imn .a O�
NEW 6" WATER MAIN e•xWl
EXISTING ` NEI. 6" FIRE LINE = p•R '@ida
NOTES WETLANDS d ` NEW 4" WATER SERVICE _ --em 3
/ „✓ I. NL POE""IEN PAIN!M pN 1cU iEET CP lNE s��1�S+
n•.r" ' reTANW EHNL NOT Exc'a0 A EEET w xlmH { WATER VALVE • "snr
AWD E,,,,eE O.NPMEEO Mm WASE a11c
J AND/a^amu EL.AEE YAEEAL",PWAP ar n`14µ nY•A' !� EXISTING FIRE HYDRANT =
WE N.YS DWARINMT OF ENMRONMENTAL
CONSRNAna+. ;" a,?,w C NEW FIRE HYDRANT = 3F �
NEW PEDESTRIAN-IM" WAVE ONe r�OM.'ATls MITNN IVa FEET OF " y
,E( 2 ALL MARE EARTH A.IAEENT TO ME MW64y i n • eP
.<RF'W!lf I WEVNDE.E sm�E MIN Rt01LDIEN ex 1 � • NEW ELECTRIC, TELEPHONE, _ -ETDea ��'��
SHEET SPS , "� { J a oE°r^FµMTD�.C�N�MO LNd Fya" j 4 • t SHEET SP6 CABLE d GAS MAIN r7 $
SHEET SP3 " � T � 9LTMFT9lCElµNAmYnIALLES �1 < I SHEET SP4 =
n p . NEW STREET LIGHT
NEWFRAME / � / '•'b + , 1EART,�'W T; / EXISTING CATCH BASINS ® 76e`
G/Ag/80 , 'e• �� ,, / - + • j NEW CATCH BASIN - 2x4 CURB INLET ® �s
. a � /' ♦ t �S� NEW CATCH BASIN - 2x4 FLUSH GRATE _
LANE • �< fBWP� / NEW CATCH BASIN - 2x2 FLUSH GRATE _ m
kd c <4 MEW P Tn r +,un4 1, � • _ »..I-,
4j . \, '�/ // ♦ +d,� ± . ) TREE WITH SIZE & SPECIES = �3
2 �,�. , EI.SEMENT NES T/ • 1/l/ b� • < 'S'S(i�,9�
'1EM1Y' noir • soE .��� / ♦ \ ± " HIGH DENSITY POLYETHYLENE PIPE HDPE
A4 " POLYVINYL CHLORIDES PIPE PVC
N AO - 44 CAST IRON PIPE = CI
� +a r t� • ?Q - - •/ STRUCTURE ABBREVIATION
�S ,( 1�T�lA ,�.� yk ONE
'V NEW. ,rr T NO 3 O �Q.AL is �j� \ ^M-Lrr ^rIc^ M1_� STRUCTURE NUMBER
I �y� n _ cIA',y ae �Qk' ��SUB STRUCTURE
♦ • € NCB 1.03.1
1\\\ , t^Sp({QT�1• y yL.40 t gr,s I INVERT ELEVATION
r� n4'LRg` , ,,. W�y/11y„ $
/- 4
• IA.vJ T . TOP OF SINUCNRE
••Y11 yy < STRUCTURE ABBREVIATIONS
n4YO� +
4 Bmlo- c I I ;'- r _
• +<rR� r NEW STORM SEWER CATCH BASIN NCB
TA • +_, 'T •^ i ♦7b,7 NEW STORM SEWER MANHOLE = NMH
• • •� L � •/1 ,• �R_v�j k NEW SANITARY SEWER MANHOLE rySMH
r • • • ✓gym I +�
16r„ ,r
jz n F� • �, cel
16 n ✓ e /{& SITE DATA:
t,
F✓d' a .< ,•A ( +. +' AREA OF SITE 6,306,216 S.F. OR 144.7708 ACRES
14
AREA OF SCENIC EASEMENT
�� AI I • b i�EW •••r^ (SOUTH) 1,386,122 S.F, OR 31.8210 ACRES
MAL Tpitl n�ia,en vii EA 40 (NORTH) 266,085 S.F. OR 6.1085 ACRES
4 n A 1 TOTAL 1,652-,207 S.F, OR 37.9295 ACRES
¢ '�r' . • n "" ' ' / �L,� ' �'; AREA OF BUILDINGS
r NEW Ae"µT ry WETLANDS '""' - kp (EXISTING) 26,225 S.F, OR 0.80 ACRES .Sys
1 EXISTING lA Vs +4°°`� B
DNK
/ (TO BE REMOVED) -14,100 S.F. OR -0.32 ACRES 3E
EW SILT • HAY E9 • a N �� + (NEW) 386,796 S.F. OR 8.88 ACRES
^,•o SNL TATf'I MID • f ''4,. TOTAL (NET) 398,921 S.F. OR 9.16 ACRES
4N`I
I R4ff I •1 E=E�
• {g
t ui'r°Ic FiAmNOeO er PERCENT LOT COVERAGE 9.16 = 144.7708 = 6,33% a' y
ON
NAE. AN a AM..AL
..• ,T""" 1�iV 6^r N ON
FEW AL WING n-€r
T,1"s
� I ♦ PERCENT LANDSCAPED 28.4 _ 144.7708 = 19.625 Se"
I- Ia
✓ `INE r -"-/>. NEW PEDE4IRIAN PATH +•� � Tep`
' yy APPROXIMATE AREAS IN ACRES
sOENIC EASEI`''ENT 4„ • P•<
•y , '
PRESENT AFTER COMPLETION
NEW AmNALT ERIK 1 GY
+� MEADOW AND BRUSHLINE 74.0 51.3
<" FOREST (WOODED) 49.3 36.9
AGRICULTURAL 00 00
FRESHWATER WETLANDS 2.8 4.9
„ k WATER SURFACE 0.9 2.1
a; e UNVEGETATED EARTH 12.4 4.7
IF SiiIY�E ,., '. 4, BUILDINGS 0.6 9.2
�. 1 n✓✓ +!(p PAVED SURFACES 0.1 12.1
O"4 LAWNS AND LANDSCAPING 4.8 28.4
i
1 /C � +yO��, �A �f• PARKING
0ce'4'c of • - k REQUIRED
SHEET SP3 L req'eti . _ ' SHEET SP4 1 FAMILY DETACHED DWELLING 118 x 2 = 236
SHEET SP1 , • E a ,a SHEET SP2 SOUND Mut BEDROOMLY oWEuwc 40 x so - Iso
k
.,, »IW+tiy Am^..Ary U. `SHh • • p,N� 3 BEDROOM 17 x 2.25 = 39
a%NUB
1 / • HEALTH CENTER
r NG -
SKILLED CARE CENTER BEDS 32 32
0 1
B �i.A�• �� ASSISTED LIVING CENTER APPARTMENTS 24 ® 1 =• P P
TOTAL = 54741
A k
" R PROMDEO
` OaAr 2 CAR GARAGE EACH COTTAGE 118 x 2 - 236
135 CAR 33
PARKING AREA GARAGE
No.® GUEST DINING APARTMENT U&DFACILITY =ING wo 152
NEW STORMWATER DETENTION < No.2 GUESTASFY = 25
64
POND/WETLAND & BIOFILTRATION SYSTE IDII G PUBLIC\\ t • No.4 RECREATION 37
pE I.uov.+L wv m,u^r s I WATER SUPPLY FACILITY `
�� TOTAL = 548
k4 a' - DATUM NCVD (MSL 1929)
. 4
PECONIC LANDING
DEPTH TO GROUNDWATER 0' MIN. TO 50' MAX.
AT SOUTHOLD OWNER:
O< " R_80 PECONIC LANDING AT SOUTHOLD, INC.
I TE c/o RETIREMENT LIVING SERVICES YY^y
y RESIOENTAL LOW)RISA 'HAMLET OEN4ttR-� 100 ALLYN STREET �M
t HARTFORD. CT 06103 :€3
�Q < u oENnnL Low DENSTE
APPLICANT: a ``
F---7
PECONIC LANDING AT SOUTHOLD, INC.
pr♦ / - - c/o RETIREMENT LIVING SERVICES
p 100 ALLYN STREET
R-80 HARTFORD, CT 06103
REOHNII LOWDENSIIY
SCENIC Co9EM ENT LINE
•T
LIFE CARE COMMUNITY
o R-8- = 7RE11MA !LODMI PECONIC LANDING AT SOUTHOLD
t eEsmENnnuTwTENNn At: GREENPORT Town of: SOUTHOLD
�'•w Suffolk County, New York
U
Z
j Suff. Co. Tax Map: L 1000 35 1 25
,r - -
_ _ Em✓� ---1 District Section Bleck Lat
GENERAL LAYOUT °
r-
Cir m
LOCATION MAP ��W
SCALE: 1" 600' * _
IE EI •�
� I
X.e -y, I4
LAND
' *WEw� w.r' OCT. 22, 2007
JULY 118, 2001
JAN. 2, 2001
OOIIfILLIE - AWYG` SEP. 6, 2000
. Q, NOV. 24, 1998
+ Ei f�•� GJ '}j. •• AUG 24, 1998 W
. NEW CONCRETE
JUNE
MAIN ROAD ( N . . S. RTE. 25) 14, 1998 e 3
Yr.. f MAY 19, 1998
- -H MAY 14. 1998
SEPT. 17, 1997"
�1 qgDATE SEPT,' 4, 1997,EET SP1 ' 'x
48 SCALE i = 100
SHEET 5P7 JOBNO. 97,029D gA
n
'
o ,
0
0
NODE
ttg Young & Young
�a
400 Ostrander Avenue, Riverhead, New York 11901
'�IIttttg �ry^xy / O N S Alden W. Young, P.E. &L.S. (1908-1994) ��a6
S o°sa
Howard W. Young, Land umayor €
Thomvi C. IFol art, Professional Engineer
Illnmm�q 1O NEW FRAME GAZEBO Ro6art C. Tact, Architect
q!nginrmnq
38x94
♦urvrginq
PN ry a533p0 E
1rjLZ
21a' N59
U' '49'20"E
ax
N
ry 55'3502
53a 11 _ ? r--
G N57-57'12E 4. 1 ,.F,'T" 1
O � N 6546'13" E 154.46' tl ♦5 p9 \I -- -- 257'79 -
_ + nc8.9m1
9 _ -
N 55'49'13" E NI 1 _� 11 1
30• $' E 84'30'2 " E 1fi3.50' _ 1 °
5
N ase 53 xll N47.5g 49 E "` i' 11 8B i ',`
ry,"a 1, i nv«a 1� ,''�.. •• \. 1\ ,.,. o .. o
&I" !n o 1 388 ,fig+• \ �\`` ^to
\ ww8�'� ,.• . 3
NEW FRAME GAZEBO i; EXISTING POND
8' SANITARY SEWER n ^ 3 -`tom / LIP
35
5M � � B�•yhP rtv� ` rtd=w / / , i0� N ,-) B� d � --- -
� II
3e ` 10
S' WATER MAIN ,erJ•.�ya -P- e,3e-•�•• e V`h � It
SS°5 6d Jr^ . • HOUSE S59'31 1 /d/ C w 'A -' 1 '" ^" r 1 Te 1 It
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Alden W. Young, P.E. $ L.S. (1,908-1994)ward W. Young, Land Surveyor
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Q Thoma- C. Wolpert, Professional Engineer
NEW FRAME GAZEBO Robert C. Tast, Architect
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PECQNIC LANDING A
T SOUTHOLD,
INC.CONNECTONc/0 RETIREMENT LIVING SERVICES
S 100 ALLYN STREETAT SOUT ULD /
HARTFORD, CT 061D3 - '
)� APPLICANT: 6�W:
RESIDENTIAL LOW DENSITY / � ;��HMIIET DENSIXi/ - ,`� - �gn
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