HomeMy WebLinkAbout1000-35.-1-25 venue, Riverhew- Kee
516-727-2303
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NEW FRAME OAhSO // Alden W. Young, AE dr L.S. (1908-1994)
W.
Land Sumeyr
Howard t
/// Thom.oa C. WolPer6Profc'o
eaanal E 9ineer
• O� r /-/ XenF. Aberuznu", o, Land Surveyor
John hn Schnurr, Land Suneyar
E°„° ^• D
NOTES:+
/
- frvnrym4 Q /
/ 1. THE TOPOGRAPHICAL MAP WAS DEVELOPED UTILIZING A
FIELD
COMBINATION
TECHNIQUES HAE FIERI SURVEYING C AND VWASONAL
COMPLETED BY US IN APRIL 1997. THE AERIAL
PHOTOGRAMMETRY WAS PREPARED BY GEOMAPS INTERNATIONAL
BASED ON GROUND CONTROL SURVEY FURNISHED BY US AND
PHOTOGRAPHY DATED FEB. 20, 1997-
G
2. FIRM ZONE LINES SHOWN HEREON ARE FROM FLOOD INSURANCE
RATE MAP PANEL No. 360813 0058 D LAST REVISED APRIL 17,
1985.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF
SOUTHOLD SPECIFICATIONS.
a,h� ,sem ` • '
P 4 IAN PATHS SHALL BE WOOD CHIPS OR STABILIZED
EARTH
m
a I c - m • 2 -3 5 ELEVATIONS ARE REFERENCED TO N G-V.D. (MSL 1929).
a .a P,sPNA�r o 'w?R
N„m e
r 4 s
�NEW FRAME GAZEBO n T d
LEGEND:
"^�,,""• nom$ }. !` PN EXISTING SPOT ELEVATION = -
///// .�. / I _ ' /" • w a* PROPOSED SPOT ELEVATION = ° 19.00
/ ` i ,"= fl f 1 �� • _ EXISTING CONTOURS = - - - 33 - - - _
/f ' / f rd I '`'-` y rF • PROPOSED CONTOURS = 33
_- 0 p� EXISTING BRUSH LINE _ -^'^'n-,T�, ^"`°'•-^�'
/ '�". I E "tea To EXISTING WOODS LINE _
// • j U f � .m"•' � " "m L WOODS TO REMAIN = �m „
/ / f _'"r " .a EXISTING WATER MAIN - - - - - �"-
Weteta / O '9 / 0$� 7`"6 ^ '� • EXISTING GAS MAIN -
/ .[ / ! "T.m
/ B�y + ��
/ '✓° .Tdrr° / � NEW 8" WATER MAIN - e'xN - _-_
mac ' NEW 6" WATER MAIN = -
uwr OF e+ NEW 6" FIRE LINE
` NEW. 4" WATER SERVICE _ a'•Is --
/ EXISTING
WETLANDS ✓
WATER VALVE - -
°•"l J N016 - f '"d.'Y` EXISTING FIRE HYDRANT x
/ ,4242 "da9 I.Au PEIYSTRIAN PAOo NTNN loo rtEr or nc I '\
- " _ W vams ii NOT Feecm a ra IN xmrx _ ~
. ORO, aNFA NA,�AL.PPNo,�.. 1 \ ei a� Cad {
THE o.cs.NNPMTIONT OF ENIFFIMM n- _T' "ray - - -_- NEW FIRE HYDRANT .wz-
( "0�� • NEW ELECTRIC, TELEPHONE, - _ __
2 NL NAPE FMtx x0.aLENr ro INE MKV09D I $
] woaO clew PEOEsmwi PArxs Nm"\w FEErw • _ - - - _ _ - - - CABLE h GAS MAIN Ercac
NEW PEDESTRI/N'PA7N f< 1 wEnAxos mNl,eE Nmm wrx NOLvNff`nx I J •
° ) A9W d E NN NO NN .r ANN EN / a SHEET 7 OF 1 -3 - NEW STREET GHT =
rvN solNism+srAEEnx.amlra r $UfFGLI(COUNT1vDEPARINIEN�OFHEALTH SERVICE$ -I
SHEET 6 OF 13 _ __- J��. NN PRo m N.N O FT APPROVED FORoowsTAXIE1DN ONLY
/ / %� ,ter � SHEET 5 OF 13
SHEET 4 OF1 .� ----= < • r a j �� / ry .' ILS.REEND. CSG-97- `� FWWS /I2Z EXISTING CATCH BASINS = 7
_ --
NEW FltAYE �� •� 1, Pn`m,arn nAa r,mlm A..�rn,ev / `T'�bq • TY� �/a C'Z G/J-b� NEW CATCH BASIN - 2x4 CURB INLET = ® _ -
GA7F80 ' "ft mmord b Famw}pp the mmml on {d ft SPIV NEW CATCH BASIN - 2.4 FLUSH GRATE _
SWOad Gal Yr.Mr=*fae31m owsuatd to Andes VB and =
o
4 7011hG.�1FiLl'<(iaLTdY l9dlelV tP'Ode 7lld rifWl=O1�IWESA NEW CATCH BASIN - 2x2 FLUSH GRATE
• 3. > • tla Inlplled alar to ftftrge M7CI or am" ft
--- f td • <d NEW PAL .aa�n ,A1 1 l / n 1 a VFAR6f11WI E15"FI £ _ _ TREE WITH SIZE & SPECIES
r4 rs �1 HT SNE (`pf! >y4 • • d QG E HIGH DENSITY POLY-ETHYLENE PIPE = yHOPE
EF-sE""E x,x' • POLYVINYL CHLORIDE PIPE CVC
1 24 • soE -•"'� �,,•/ >�� . . r,(, • CAST IRON PIPE
IEON
,���_pp_�W STRUCNRE ABBREVIAONE
NEW nw'0 uRsl r O M a • ��II 111MRE NUMBER
%IX_. '-_' / wT p1.A� 04 S��OLD �FSUB-STRUCTURE
NEW T C 3 ryPo y�` `J
�rgO�N1 �bDO NCB 1.03.1
• ffa�' - T = TOP OF STRUCTURE
� • � �t4 I I = INVERT ELEVATION
• ` R! r a ®ate
29 - 4' / �I ,w • • e STRUCTURE ABBREVIATIONS
No
A S�FI ARE/ • it •Td ••' - NEW STORM SEWER CATCH BASI NC
NMH
• i � �" �.yA, .� NEW STORM SEWER MANHOLE _
!`II$ NEW SANITARY SEWER MANHOLE - NSMH
• • \I 1111111 �aQ " d?! <
SITE DATA:
"12„e, +�•� �� cE e�sFMa T • 1'I �4 "a AREA OF SITE 6,306,216 S F. OR 1447708 ACRES
Y p
IpYLI[.mYIR_
�
14
- ���"1R1� yyQ \ � /i 'i • ��e AREA OF SCENIC EASEMENT _
'3 J� ! -YA : • • . I I 1.386,122 S.F. OR 31.8210 ACRES
(NORTH)
266,085 S.F. OR 61085 ACRES
r
NEW FI t E
f t Iv.m scaly " low
pei<,.a a � ' TOTAL
a 1,652.207 S.F. OR 37.9295 ACRES
AREA OF aU,LOIN=
e ,•A� +a J " '- - ', / F' - % (EXISTING) 26,225 S.F. OR 0.60 ACRES
Y
8 d _ / • -14.100 S.F. OR -0 32 ACRES
J SA: +.Q! (TO BE REMOVED)
• II EXISTING j, ,fa od ; (NEW) 386,796 S.F. OR 8.88 ACRES _
WETLANDS n a" sa
• .a.aPN.i. v 4 - •.y < g TOTAL (NET) 398,921 S.F. OR 9-16 ACRES _w"�
P.. •
NEW 9LT CE lAMAY�NBALES • nd�
y i' �r "• PERCENT LOT COVERAGE 9.16 _ 144.7708 = 6.33%
NOTE PA"
wr�rrmca < PERCENT LANDSCAPED 28.4 _ 144.7708 = 19.62%
-r_Re NEW A.INNIo-a :; 1:'
..
. .F l� _ NEW PEDESRaAN PATH .,
-------- APPROXIMATE
y� f ny • • J8• APPROXIMATE AREAS IN ACRES PRESENT AFTER COMPILE RON
y' sce�'c �� ( -- T' t MEADOW AND BRUSHLINE 74.0 513
xEw °-ate FOREST (WOODED) 49.3 36.9
AGRICULTURAL
A0.6 0.0
WATER SURFACE FRESHWATER TLANDS 2.8 4.9
e - _ UNVEGETATED EARTH 12.4 2.1
4.7
BUILDINGS 0.69.2
PAVED SURFACES 0.11 121
LAWNS AND LANDSCAPING 4.8 28.4
i;'i', ' r �''• PARKING
r �a
J y
r
2 r - _= sce �a • a„m xA _ �r REQUIRED
1 FAMILY DETACHED DWELLING 118 x 2 = 236
SHEET 4 OF 13 ^< SHEET 5 OF 13 N MULTIPLE TT 'i i L e,sF"'e • • Q 1 BEDROOM 40 x 15 = 60
2 BEDROOM
SHEET 2 OF 1 -3 A!a SHEET 3 OF 1 3 SOV 3 BEDROOM 17 x 2.225 = 139
N.air� T : - gs • • G \ �� HEALTH CENTER -
•� SLP SKILLED CARE CENTER BEDS 32 01 32
ASSISTED LIVING CENTER APPARTMENTS 24 f3 1 24
41
NEW PDHD6 p� 1 \_ON TOTAL = 541
�LNc$
- • e
PROVIDED
s.� • 0' �, 2 CAR GARAGE EACH COTTAGE
'"m.nE'ala.�":rnn • ;a • 135 OAR GARAGE ® APARTM€NT IRUll 118 x 2 236
-a = 130
a PARKING AREA No.1 GUEST/DINING & FACILITY = 52
- a No.2 GUEST = 25
No.3 STAFF 64
- ° No.4 RECREATION = 37
NEW STORMWATER DETENTION - = 548
POND/WETLAND da BIOFILTRATION SYSEXISRNS PUSIIC TE TOTAL
v� - .
,.c vxou.N wrs.N,,,nr a Ruxm NATER SUPPLYFACaITY • .
a
❑ DATUM
NGVD (MSL 1929)
g
4J t 1
"d&'� i • ; PECONIC LANDING DEPTH TO GROUNDWATER 0' MIN. TO 50' MAX.
aw MIT W.E.
SCENIC EASE ENT 4 ��
AT SOUTHOLD
� OWNER:
NEW PND NO, S ✓ "t
_ U S RETIREMENT COMMUNITIES
`e L " R-� CF - THE GEORGETOWN BUILDING
L 101 CHESLEY DRIVE L_�=
i RESODA&mW DENSm Tnt- o1XSn MEDIA, PA 19063-1761
a
R-80
REoErvnuLOW DENSITY APPLICANT:
NEW SANITARY SERER
- PUMP STATION '
..
„�1 \ - TON HE GEORGETOWN
PECONIC D LIANDING AT SOTIES UTHOLD, INC.
'• / -J THE GEORGETOWN BUILDING
�• • 101 CHESLEY DRIVE
�1 _ R-1 MEDIA, PA 19063-1761
RESOannL mw Oavn I - .
s�E�,� EASEME�r "�E _ LIFE CARE COMMUNITY
h = R-� PECONIC LANDING AT SOUTHOLD
R N GE Fp
I'M
taw oEHsltt
3 FR-801
'I NWiSeNoot NN{,I15 OtitiFD WSWiFLINP)ff
Oe t•
'IWUMNE.P,oNE•wl Nu WERIMONEO N _ RESioEnnu LOW DENSIT, At: GREENPORT Town of: SOUTHOLD
_ NN,�.T,N'NE.N„�oEPNNa, A,Nwa •
Suffolk County, New York
- L �m rt Nrlor. Im,oec No-aavATluE I� Y
9
Suff. Co. Tax Map: 1000 1 F 35 1 25
_� olstrm[ Section ei°cx Let
z �, __ _ I � GENERAL LAYOUT
N ---
,oN
S NE
N
W ; "'
3 0
�FIRE DISTRICT � N N MAP LOCATION �'
SCALE: 1" = 600' = I
I
_ LJl
l8 Ai 4' <i O
45893
LANOD
l Rte = ;
m F Ni� J '' o ofCNe
w/m
MON Im c� SEP. 6, 2000�I,�hNOV. 2 1998
AUG. 24. 1998
NEW CONTE 90EWALK SEP 15 ZDUUNE 29. 1998
I
MAY 14, 1998 _
MAIN " ' ROAD N . Y. S. RTE. 25) IEr/ caNVE,Etxnre MAY ,4. , 19B ca �
:;v24'i�Cl� d�lftf� SEPT. 17, 1997
--- NaRRID C6atf{ - I, 6 GATE : SEPT. 4, 1997
r.
S EET 2 . OF 1 3 SCALE :1" = 100' o LL
SI� JOB NO. :97-0290 ,yg,
SHEET 8 OF 1 3 SHEET No. of 13
l
- "970290_sp_101"
-- - - -
- -
- - - -- -
- -
SEE SHEET No. 4 OF 13
Young & Young, Land Surveyors
I v , l 400 Ostrander Avenue,_Riverhe¢d, New York 11901 '`e
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gL¢nd Suru 1994)
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I i ,i 1 c - %e''Ev' t _ \ Tho'm¢a C. Folpert, Professional S neer
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— - �� now or formerly Jem Mealy C
I r i I , Ir I I rl a ql. v, A T] I � ?- � / I I I r' n rn a 11 ,;a John Schnvrr, Land Suru o-r
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Howard W.
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(� 61453 JOB NO. .97-290
ESSIONP� SHEET NO 3 OF 13 Q
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"970290_sP-101" OF 13
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WlTlig - - - - - - - _• _ - - - - - - - - - - - - - Howard F. Young, Land Surveyo
Aldan F. Young; RE & L.S. (1908=1994)
Thomar C: Niolpart, ProjearionW E'n9inear
Kenneth F. Abruzzo, Ldnd Sumeybr -
- ,�1•anmg - _ - - . - - - - - - - - Jahn Schnurr, Land Surveyor _ -
�vglmrriva SEE SHEET No. _6 OF 13
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SEE SHEET No. 2 OF 13 SEE SHEET No. 3 OF 13 NE t1 SEP. 6, 2000
)'n� NOV. 24, 1998 -
SO. 1'YJ AUG. 24, 1998
MAY 19, 1998
SEPT. 17, 1997
f -H DATE : SEPT. 4, 1997 -
n SCALE :1" = 40•
2 JOB NO. :97-290 _
674 ' '� SHEET NO. :4 OF 13 '_
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"970290_sp_101" OF 13
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At .` (t 908 1884)
- - - - - - - - - - - -- - - - - - - - - - - - _ - Tho _ BTWineer .: g-
- Xmina h F. A so, bond': urveyor
John Schnurr. Land Surveyor -
�„� SEE SHEET No. 7 OF 13
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WETLANDS \� ": \ � -1 11", I I �� .
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1 . ALL PEDESTRIAN PATHS WITHIN 100 FEET OF THE \ � I I � I 9 2 - \' � , ","�� �" �?- ;� L - � I � \� --- ---11-1. -- - I
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WETLANDS SHALL NOT EXCEED 4 FEET IN WIDTH L' .� L 'I ZL L I� , ,L . I I I ---, - I - , ' I I I � i, �_" ,/ /_s ,L')�I�� ,-I, - I 1 # I"
AND SHALL BE SURFACED WITH WOOD CHIPS ;I� � :11 , , , 1, " � I '� � I 11 I --'--� ii-il I � " I I P \ ',,,'.'--- I � I I,I, I'-- " � � � SITE PLAN �
I --- � / r � L 1 l
AND/OR OTHER SURFACE MATERIA APO; � l 'I ;L � � � �1 31.25 --------- ' I - , " � 11 I I . - ---
------ ------"'l ' %------- � I 1 -74 1 1 3�-- 1� � �
-
THE N.Y.S. DEPARTMENT OF ENVIRONMENTAL 11 � i l � 1 1 � I.' � 1 � � � [ � l I � - - , . r " , , " , , .- - # N sloo I ""� - L I I I-
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2. ALL BARE EARTH ADJACENT TO THE PROPOSED j I ; , � --- I FF. A'
�' - T 29.6 / - � ,
.. I I I . I 1, ,I -- -� ,----' , � -- I " I � '---'� i ip �-t�,17;i -----------1� ( \
WOOD CHIP PEDESTRIAN PATHS WITHIN 100 FEET OF I I' , 'I " 1 -- I " , � " - - ,� I
: f ) ' r I I ' " , -� '�' % I � 1\
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3. FRESHWATER WETLAND BOUNDARY AS FLAGGED : , ! , I ': r I k i 11111'1� �' 112-1 I
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I BY JEFFREY SEEMAN OF COASTAL ENVIRONMENTAL /1' I" I , I - - 7 -��s��i�- -� --- � � I 1- -
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SEWER MANHOLE #185 - _ PECONIC LANDING AT SOUTHOLD
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IN •� w\� \ TOTAL AREA = 144.7708 ACRES fr v =
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SCENIC EASEMENT \
AS DESCRIBED IN DEED L 9506 CP 94Go
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\ \ \ \��''�s• // / rnl Da°rvNE I -I3 ¢ SURVEYOR'S CERTIFICATION
FRAME N
p GARAGE I N • WE HEREBY CERTIFY TO PECDNIC LANDING AT
IA i M SOUTHOLD, INC., SUFFOLK COUNTY INDUSTRIAL
DEVELOPMENT AGENCY, BNP PARIBAS, CHICAGO
______ ------------ dGO TITLE INSURANCE COMPANY B UNITED STATES
ST(METORLOING 1 W TRUST COMPANY OF NEW YORK AS TRUSTEE AND
1 / - COLLATERAL AGENT THAT THIS SURVEY WAS PREPARED IN
(� 6S \\ Iz / ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED
BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND °
SURVEYORS.
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• THIS CERTIFICATION IS BASED ON FIELD SURVEY COMPLETED N
92F \ 30p2j I REMAINS OF
FRAME HOUSE
APRIL 11, 1997.
PG y2G+ p s I r. I 9vmRE+o ",vnv DNs f
• CERTAIN BUILDING SHOWN HEREON HAVE BEEN REMOVED AND THE
6' 9"GP SSs 1 FRAME COTTAGE ON THE PREMISES, NOW UTILIZED AS A MODEL, IS
I Z NOT SHOWN HEREON.
99`09
N-10 \ \ I FRAME - --------- ----300.8_-__- i NOTES: W,
\ 1� I SCENIC EASEMENT I SHED _ 3 €x :
AS DESCRIBED IN DEED L 9506 CP 2]4
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m At: GREENPORT Town of: SOUTHOLD
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o- m 5p538 Y1 \ JeT e P\ W y�
m $ 3910 W \14
or far er y o� r
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��OF NEwy I
ccs � I
RECERTIFIED : SEPT_ 13. 2000 -
�' :FEB. 19, 2949
DATE - :SEPT. 17, 1997 _ !
4 SCALE -1' = 100' 8=''
ESSIONP MOB NO. :97-260
SHEET N0: -
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,- - " . . - _ - , .- _ : - .-..- _:. -- . ' - .- - .✓ - - ., - - - _- - - '. - - . .- ,__ .-..� - -- - - - - - - - - - - - - - - - - - - - - - - John. Sohnu3".' EPe1d - -. -
Sutv¢7IW`
L .�I =_&37��� - rl 1� i,i. `. M _/, - _ - - - - - ♦♦♦♦ - _' - - - - Y J - - - - - - -_ _ '-
--
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O CN , E
Q
24.00' /� _ i_ \• _ \p - - - - - - _- - - - - _ -` . - _ ' - ^�♦ - (� - - - _ - - _
_ ---' - -I = 9.33 -
�,\ NCB NO. 7.01.1 _ `''vl I - I w��oa - i .-- -- - - - _ - - - - - NCB NO. 8.01.1 24.00'ur'� - - -- -
T
L
F 1350 - _ - - - I- - - I T - 14.40 .
I 9 50,---- - r'r 1 - - - - - - _ - - - - I - 10.40 Q Q m - - all
f - r- - ' - ' - - - - -a NCB N0. '8,01.0
W v T 14.40 I �y
_ -eBI� 9 _ - I _= 10.10 -CP
--- ' - 1dH ' ' /dH `� -- Y$ C 1 O C"O,
_ - _
.h - NC$"N0. 7.01.0` ``,., -Sf. - -r-� - - iau fax m Y9 \. - ncz`
REFUGE EXISTING PAVEMENT N7TH NEPA ASPHALT � "` �`0 , I _ - - � -
PAVEMENT TO-N.Y.S O O.T. SPECIFIC
ATIONS 30' OF'18' HDP I- _ - �T g0 - _
- - - - - - - - - NEW STOP SIGN I - - -� _ O 1.ObR---tom _� `�' - _REMOVE EXISTING PAVEMENT WITH NEW ASPHALT 30.00• -
- - - _
PAVEMENT TO N YSD.O.T. SPEOIFlCATIONS OF 18 HDPE
- - -. -- R1-1C - •, _' - - F.€
�'
- - - '1^1=47.13' - - - - - - - - O f.00x NEW STOP BAR - -
- _ - - - - ------
NEW ASPHALT PAVEMENT To 1 /d.4/- - /a. NEW STOP BAR - �`�y S n - - _ - � _ - -
- N.Y.SAO.L SPECIFIC AAONS _ - - / r - "ITEM BB8:01M - o ma- - - - _ - - - NEW STOP SIGN. - � Ej - - -
_ /aav ITEM BBB,01M
R1-1C r dv 1437 i - - -- RELOCATE EXISTING HYDRANT _ -
- —~ NEWASPHALTPAVEMENT TO ' r TO NEW SNOW STORAGE STRIP -
_ _ _ __- �' R=30.00' - R-30.00' -
- N.Y.SA.O.L SPEGFlCATIONS� L-47.13 L=47_.13•- _---,- - _
- - - - _ - - - - I - - r // rr -: i/i C/i%�. c x_ _d_ c = _ _ _-I-7 _y__ - r r - •, F - - -_�_ 1 _ _
„�`- r . =l, /; ,,•'/ - -- -- ---- - - --�- \ __L_'-_ _ _i_'_ _ t K�iIi __�_ _,•_^___ _ __ I I _ _�-_ -�'I - - -
//'/, !/ r e, r r�i• ;' /,-"',`,/: '/. c -'-, f1'/i/ /-r' ','.:/,:d;'J'';i . r 6'o i _ _____ %!- 'G.'7 _ =='Y=" HYDRANT
,. -_--- / / !. i" -
- ;yi /i o , /f
!'': f ! -
- ^ r: ."
EDGE OF TRAVELLED LANE
_ 0 D Wr^rE LIP1E
EDGE OF TRAVELLED LANE - _ - _ -
NY-Tr ^ - - - - - - - -DA=4EQ-)FL,w LINE -
i !./,�./fir, r r __-
- / n /' / r �!/ci- ,ilf�//ref: /liif/i%/i//•-���/��./�'i%�:%�:�!i %�.�//f«�fi /�/i/i/f/�j _ ��^\-� _ fps
- - - --- - ----'�- % .�1.: /r 1•: / _ /.11 ,r / rl,`ft?//T iir./i - - - ---__-- .z' �
---- GM --- —
-- — — ---- ''` — --- — _-- --- --- — `- a
_ - - REMOVE EXISTING NEW STOP BAR r--- GM ---- 1� --_---_ - - - __^cS_ --- ---- - 4
LINES ITEM BBB.OIM - -- __ ____ ,74W.
---------------------
PAINTED
- J
----------
REPLACE
EXISTING PAVEMENT WITIi- � 73PHALT-------
_ - - /O PAVEMENT TO-N:Y.S.D,O'T,SPEGFlCATIONS - - - - __ _, _w�_�- --- --- -
_ / z
i -
�asq
aT
WEST INTERSECTION DETAIL EAST INTERSECTION DETAIL
_ -
SCALE: 1 "=20' - SCALE: 1 "=20' a =a
awo� _ STOP < � _
ND
A
_ ♦♦ - i '� \` Y i i r
BEGIN•NEW CONCR9� CURB ae
� II I iyj`'\` �c 1 I ,' , ' / I r ..�1�� rye. ♦a�,A' I I ..
` _V- _ _ -___ I 4 - I \\ ii r l i I•:_I 11J C � 1 /i .' 11 r i "'�sc5-�i , (I c r w a
♦♦ / Sh�MULOER TfY BE PAGED TO ` 1\ s _ S "' i z I I ' ^♦ c r� 4
1 I 1 / ' - i GJ i t a" - N. .S.D.O SPEGFlCATIONS , ` _ 11 .' r �f s �' I i /♦o \i c ._i i ¢�ea
END NEW CONCRETE CU-B /
RELOCATE EX15A FLLNRANT
€
-- - + FINE DISTRICT IS APPROXIMATE I � y� � _ ',\ �_
EXISTING CURB INLET TO Br REMOVED
REPUCE YJhYH STATE APPROVED I TO NEW SNOW STORAGE STRIP
MEET EXISTING fEITSH GRATE Y ") I i NEW CONCRETE SIDEW L. ,'✓ r ',_n,� ,. i ( r� t.) j , 0q
70 INEWTE EXISSNTOIYAGYDE IANISTRIP I 'I �, ♦� I CURB RAMP TYPE " T-
E r ..
_
SOLID WHITE LINy tF I +r
- ,,LI i . ��°�P 1 •` �- �`'" ''i '' .-",'` --'` � .',, REMOVE EXISTING CONCRETE CURB I i i 50 �
TO SNDW- / r` - ♦ I`7 rY /. r' /; it I I Ii ° -i iJ-
_ _ 1 -A ,f EXISTING CURB INLET 70 BE R VEtl i I r Z .
-_ j u 1 /-,\ 1a Y\ I I REMOVE E%ISTIN CONCRE C -
NEW 6 CONCRE -SXiEWALK it - LV " �' ° zs-sr x=„ .•t? S ^/' , t r REPLACE WITH STATE APPROVPD I I 1
- - -20 \ ♦I t-S --/ r\ r % I i TO N.YS.D.OrfSP GFlCATIONS rA - 0 I / f , - FIfJSH GRATE I -
_ �{ WATER I I r I Ir f"'
I - I ANEW CONCRETE CUR - j' \ _ �_ �g =�aF .} METER 1 I i i _� W
rWAMI
/ 'r -• - -- J' II ql METER t�f 4.xi.'4w
_ ---1s- - '- - r - ----- -- - - I' ( 1 4 —
< y
-- — _ -- _ __ - .._.
-- -
r - '{ i? - 1 - 1 __ J
SOLID WHITE LINE - .. - -' t 6 - . . ." t. ' _ !m \ /- - r - -- __-- nmRPNr - - __=s.r- - -_\\y --- —_ - _ - -- - - -WM_-�- -
- -
---
BEGIN NEW"CONCRETE CURB - - - ,, .: - .ac: . ^,.s, //-a P / r _ _ - I -
AN2 � 1
AIN—
DASHED YELLOW LINE - ---' -_ -- -. - __ -- -_ _ '`".V:. y��� M
NEW SANITARY SEWER - - - - - - - - - w - - - t
SOLID WHITE LANE - - - - I _- - - - - r • 1 e - •'� - a END NEW CONCRETE CUB _--'
.� ,s s <. C,. _ I a -
. ,,- 19- . � - '9, /' -. _ - CM - J -F-- _cM _ -_ •-f �szu," w�'w_''- .wt .vtr' ' _------ 1 cy I G0 s C
,�-�- -
-
---------------
NEW
-
�' _ _
I ,c
', NEW H TCH LINES-800MM
- MEET-EXISTI G , L -
3-_ 'I 't ITEM 887.0201M r f 'N -BARRIER LINE 't ---- / y - _ _ _ _ __ - _ \ MEET E TING ongz
DASHED YELLOW N i ( h _' ' "^ , / - f _ 0 ________ - - -9 - r _ 1 % r -
r ♦ �- _ ' 4a / IT�M IBB7: 201M _ --- / r \\ ' / , i NEW HATCH-Flfl€S-BOOM _ __ - % SOLID,WHITE LINE
- MEET EXISTI G •' s. .\ N W TURNING ARROW , / ,' - _�L' Fy _ ___--SOLIYMIIE UN �. 1 1 1 0
_ r --_ _ _---_ -_ _ _MEET EXISTING I _ _
,
-NEW
888.04M - - r -- ITEM 6S7.0Z01M -- -- - NEW BARRIER LJNE --- '^ REMOVE EXISTING M
SOLID WHITE UNE r r r NEW UNE LINE 1 \ i i - _ -- -�'
II i ITEM 687.070E ' r : - _ - - .>t I�
_ - 1 1 ITEM 6870201M
ITEM BB7.0101M - PAINTED LINES
v \ r
x " o r - - t - i I ' -_ , I ___-_____�`- _- •` ,' i' i MEET EXISTING
'o o 'o °' - ° 6 e. o DASHED YELLOW LINE (n - _
. - - - Qw -
2 �
Z Q
Q
EXISTING PAVEMENT
PLAN-MAIN ROAD (N.Y.S. RTE 25)
SAWCUT EXISTING EXISTINGEDGEOF PAVEMENT SCALE: 1 "=40'
PAVEMENT (ONLY) - - - - -
& SEAL JOINT - -
A
VARIES
SLOPE
ITEM 18403.1735 - 1 1/2' TOP
ITEM 18403.1335 - 1 1/2' BINDER
tz• MIN. - ITEM 403.11 - 5 1/2' BASE
STOP N0 SIGN O BE PLACED
slwwm 300' EAST OF PROPOERTY UNE E_=:
- ITEM 17304.101194 A.O.B.E. -
3
PAVEMENT CONSTRUCTION DETAIL
��f
4 i BEGN NEW CONCRETE CURB` `t--- \ \\ ♦ `
N.Y.S. RIGHT OF WAY-SOUTH SIDE - - - ------------
(WITHIN
" END NEW CONCRETE CURB ow}% a W •♦♦ `� ``♦ / N`
SCALE: N.-T.S. iir - i ♦♦♦ v�°j"-" ^♦ I .I -"71
�Af?i Q ♦ J SHOULDER♦ BE PAVED- O � �,i ' ♦♦♦ r
- 300'
• - - W ,,�,, ?f O \ I N.YS.D.O.T.'SPECIFlCATIONS 'i � ' � - '
\ I
EXISTING PAVEMENT Z S� C j -------- - W� _ 1 i RELOCATE XI TING STORAGE
LIFE CARE COMMUNITY
SAWCUT EXISTING EXISTING EDGE OF PAVEMENT J BEGIN NEW CONCRETE CURB �;=' `�-i_ _ - : # I I i" -
1 TO NE'rt�=aNOW STORAGE STRIP ', - O
PAVEMENT (ONLY) c — - - _ G -------
CONCRETE
- _ _ - _ •w" : y
R '
& SEAL J01 T f - ______l
ea-oeooc
1
CONCRETE CURB TYPE A I -
1D609.2801 - � -- - - _-_ -- --- _ -------------------------------
ITEM
.�u., ...-v._,�:.....�c:,s.:a,.,�1,„„ca:,rCc^ ,,r n s..ri"€!Y- v ��'.'. . .. , . :vY's„ .” - __- -
_ CONCRETE SIDEWALK U _ ---
VARIES FINISHED GRADE ITEM 608.0101 - f- __ - - ...t.},t,�,.,*'r"^,.�q, ;� ,::�..,r. �.n;� ,r "r r;,x.;.;!'�,3 . __ � m•u `. �' -.�-�r�;..L, - •1r�n.,r 1.....��' _��rs a::.t�v� 'Wiz_ - _�_c�r�.i,�--�..;s L� -�f __ . _ "_-- OLD
_ �. ,e _`,•_ _ _ = ,�� ENO NEW PECONIC LANDING AT SOUTH
- - - _ - - - - - - - .-- _ _ - _-- - - - - _ - - __ - _ -- - __ _- - _ - _ SULQ 1JFi� c
Q d w , / o- At• GREENPORT Town of:
- - SLOPEC,�h- t E 2 eJ�. -- _ - - - - Suffolk County, New York SOUTHOLD
-r -QaoliEL rELu',r LIN.
____ ___ - ----- a� -- -- rq 'c } - --OLID 0.t T
_�-
_ - -- _ _ _
GAS MAIN ,-. __ ______ ---15 __ - - _---�_L-1- -- -- - -_GM
• /, ---- ----- - --_ l _ -- - _ Suff. Co. Tax Map loon
Ir MIN. .� _ - - _ \ - N _-- _ --_ __
1 IETEG,y �, - -..-_� _
I ' G ' =w- _ -
\ lv--_-- S 35 1 25
cm
- ____ _ _ D'atncF Sedlon Block dot
o.e t—e.D' �DWnDRAGESRIP 5D - - 5 --- _s E^ -- - - STATE ROAD IMPROVEMENT PLAN
ITEM 18403.1735 - 1 1/2' TOP ' IT
ITEM 18403.1335 - 1 1/2' BINDER if -
ITEM 40311 - r +'Z - c f^I - -
5 1 2' BASE - _ -
�� N
� W
s E Y
ITEM 17304.101194 A.O. . .
BE - W.
r
P
NOTE DEPTH TO BE INCREASED BY REGIONAL PERMIT ENG. '
TO 8' (3 LIFTS) IN AREAS WITH HIGH TRUCK TRAFFIC -
A _ _ 145893 J4,t
LAND
/
URB, SIDEWALK & PAVEMENT CONSTRUCTION DETAIL PLAN-MAIN ROAD (N.Y.S. RTE 25)
(WITHIN N.Y.S. RIGHT OF WAY-NORTH SIDE) S°ALE: , "=40
SCALE: N.T.S. - < yQ' SC' Wpcsr�,F
t * F * NOV. 24, 1998
- W OCT. 23, 1998
OCT. 15, 1998
DATE : SEP. 9, 1998
SCALE :AS
- - - `TCS��Q�
-® - 6j4g3 SHEET N0. :10 OF OWN
SJOB NO. :97-290 O
0
0
Young do Young, Land Surveyors
n+ng ec 3
400 Ostrander Avenw, Riverhead, New York 11901
516-727-2303 �e
=gay
IIllRlJ Alden II. Young, P.S h L.S. (1908-1994) Ela=
4`=
- Roward w. Young, Laud Surveyor = Q
Thomas C. Aotpert, ProJeeeioua6 Engineer
R
Kenneth
F. Ab so, a durve
ya
Ot"Me
John rr, Laud Surveyor- 30 00' 20 00' _
FINISHED GRADE 8'x2"x10" T&G SHEETING MOD' n
sa r`
`\\y/4%� 6"x8" WALE
\ / TOP OF DAM=15.00
r
\V TOP OF DAM=15.00
— STORM
WATER SURFACE 100'--1 - EL HWATER
14 00
WEIR CREST EL=12.00
EL=12.00
m 2'-3' STONE
WATER SURFACE
EL=9.00
2' COMPACTED TOPSOIL
v\\\ , � \ \\�\� Yom' /\ \ �/\ \\�. \\� '.; .. ,".,<•, //���i��� / \�/n/Y/i�//.J//G� ./i �/�\/l BENTONITE ENHANCED TO ACHIEVE PERMEABILTY. K=1X10-n
--- -_—
/y! y\ __ _____
___ - - --
\ �n\\n/\S�\,�\,\�Y\ •�\•� � �\, FILTER FABRIC _- _
8'x2"x10" TkG SHEETING ,�__ - //\��� -
2'-3' STONE HEADWALL _ `%//%/
2'-3' STONE //�/ q�
s `W
WATER SUFACEDRAINAGE PIPE------_
SECTION A—A
SECTION B—B
NEW POND
BOTTOM _ _____-_____-_
o i
\/\\/�\�,\��\%�\//\%\�Y�j\// /�\/\/\/\\ COMPACTED SUB-SOIL
`
B WEIR CREST / h�/ � `\/
C
� STREAM; iti TIMBER SHEETING
ROCK CAP
u - - - - _ - - - — - la TIMBER SHEETING
14 t . ..: _ 14 Is — —16
POND SECTION 8e HEADWALL
soD' IO.OD' aDD'
I
A A
L CD
FINISHED GRADE 2'-3' STONE
l 3t
Is 15
tx - - HWM EL=12.10
13 — - - - - - - - - - - - - - 13 (13" RAINFALL) � '''
moi..
-12 FILTER FABRIC
ROCK CAP � ' / ~ _ 6"z8" WALE
,� II 8'z2"x10" T&G SHEETING
C �a- '..STREAM ro
NOTES _ - -
1. ALL 9MEER TO BE CCA PRESSURE TREATED.
2 ALL FASTENERS SHALL BE GALVANIZED
B _
PLAN SECTION C—C 4. CONCRETE CAP
M
I
e«_
A E€w=
EARTHEN 8k ROCK WEIR zzo
• FIN. GR/ADE
=z�
r
WALL No. 1 2 3 4 9 10 11 12 13
h ft • "0" - MAX. s=18"
w ( ) 10 10 e 8 9 B 8 8 12
A (in) 12 12 12 12 12 12 12 12 14
c (m) 81 81 63 63 38 32 32 32 94
W G^) 120 120 96 96 fit 56 56 56 144
0 #6013" #6013" #5018" $5018" #4011' #4014" #4014" #4014" #609-
D -#4013" #4013" #4018' #4018" #4011" #4014" #4014" #4014" #409" ,•
Lg 6-#5 6-#5 6-#5 6-#5 5-#4
Lw 4- -#4 4-#4 7-#7 �FIN. GR\%A/\\D/E/\
L
P #5013" #5013" #4018" #4011" #40 " #4014" #4014" #509"
00Z"
#5012" #501z• #3012" w
3
t
NOTES
D
1. FINISHED SURFACE OF RETAINING WALLS MAY BE CONCRETE FORMLINER a
PATTERN OR MASONRY VENEER. P
•
2. ELIMINATE FINISHED SURFACE AND CONCRETE CAP FOR RETAINING _ C
WALLS NUMBERED 5 THROUGH 13. s'
I
L e
I
WALL W
FINISHED ROAD CENTERLINE GRADE
FINISHED GRADE CONCRETE CAP CONCRETE RETAINING WALL
LLJ l,fu� I, 11M1T OF CONCRETE FORMLINER
j\/\l OR MASONRY VENEER
\ \ \\ \F- - - - - -- - , r - - - - - - - - \ \ .
, = 9I rynhj!i! - — —��—i\—\.—\/\\—\\—
_ - — — — — — — - - - - nc - J
FOO TING
i\\
/
i
LI FE CARE COMMUNITY
��;.;;;\ PECONIC LANDING AT SOUTHOLD
TWIN PIPE ARCH
At: GREENPORT Town of: SOUTHOLD
P H "MULTI-PLATE"
711"
7'-11" SPAN, 5-7" RISE Suffolk County, New York
IE = 11.00
2300' 1J 00' 13.D0' 3]"D'
Suff. Co. Tax Map: loo0 35 1 25
Diatncf Section BI"ck Lot
ROAD & DRAINAGE DETAILS
b *
,r�
�P�D WEwy�
CULVERT 8c WALL *_�
45893
(ANDS
NEwY
7.P C w0 09
r
NOV. 24, 1998 - --
_ DATE : OCT. 23, 1998 ��Y
61483 SCALE :N.T.S. `wee
483 JOB N0. :97-290
p , SHEET NO. :11 OF 13 Q -
9729ODET OF-131
o • Lsa
! • 400Yo trod B&AuYoung, Land, Surveyors
;e
It Mfie
9'g S0
II'/,y{I!L\pg 516-727-2303 r ;a
B"n$ saE-
Alden A Young, P.8 & L.S. (1908-1994)
Howard W. Young, Land Surveyor
Thornoa C. Walpert, Professional Engineer
Kenneth F. AMuzao, Land Surveyor
'4nM g
Jahn Sohuurr, Land Surveyor
Engineering -
Suruegmg
TREES TO BE TRIMMED SO THAT A HEIGHT OF TREES TO BE TRIMMED 50 THAT A HEIGHT OF
14' ABOVE ROAD WIDTH IS CLEARED 14' ABOVE LANE WIDTH IS CLEARED
600' 12.00' TWO-WAY TRAFFIC 12.00' TWO-WAY TRAFFIC 800' 10,00 1000'
8.00' ONE-WAY TRAFFIC 8.00' ONE-WAY TRAFFIC _
Too' 1'00'
W FINISHED GRADE
4" TOPSOIL c
CROWN ` 6.00' t
\,
3 (MAX.) \ �!. 200% . . _ i.'. - /
1/4 �� �� .✓F. Y� Iv f— 2.00%
�� EARTHEN PEDESTRIAN PATH
2" ASPHALT PAVEMENT 3" TOPSOIL & SEED
4' RECYCLED CONCRETE
NOTE: 6" STABILIZED SOIL BASE _
6' STABILIZED SOIL BASE - ALL PEDESTRIAN PATHS TO BE ENHANCED WTH
SPRAY-ON "POL)`-PAN ENr SOIL SOL1019M =-
ROAD SECTION FIRE LANE _
a-"
ALLOW 3" FOR FINAL C.I. FRAME & COVER - CAMPBELL
ADJUSTMENT OF FRAME FOUNDRY PATTERN N0, 1007C, OR EQUAL.
(ON INSPECTION POOLS ONLY)
FINISHED GRADE -
WHATLEY-104 SERIES JEFFERSON LAMP,
_ OR APPROVED EQUAL.
GROUT AROUND
ENTIRE PIPE LlA
DRAINAGE PIPE
NEW ASPHALT PAVEMENT WHATLEY-104 SERIES JEFFERSON POLE,
FINISHED GRADE -
OR APPROVED EQUAL.
ll REINFORCED PRECAST CONCRETE 400' 2vo' - o - -
JUI LEACHING RINGS TO TEST 4000 PSI
AT 28 DAYS.
I OR AAPPROVED EQUAL,TLEY-101 SERIES NORFOLK BASE,
. '
OE7 —I—
I- CONCRETE SIDEWALK 1=11NTPII PITT=�= ISI III— I- III=1 =11I=11 r11
6"x 6" WIRE MESH REINFORCEMENT
L _ DIRECT BURY
CONCRETE HEADER
+�
- CONCRETE BASE 2 so'
Ear
E
STORM WATER LEACHING POOL CONCRETE HEADER 8c WALK PEDESTRIAN LIGHT
5/8"0 REBARS-4" O.C. 5/8"0 REBARS-4" O.C.
L - - - J J um
- - —
$6 BARS AT 6" O.C.
PLAN PLAN PLAN
5/8"0 REBARS-4" O.C. CAST IRON CURB INLET 5/8"0 REBARS-4" O.C. CAST IRON CURB INLET
o CAMPBELL FOUNDRY, PAT. N0, 34500 CAMPBELL FOUNDRY, PAT N0. 3407
F'NISHED GRADE FINISHED GRADE C.I. FRAME & COVER- CAMPBELL
FOUNDRY PATTERN NO. 1007C,
OR EQUAL. _
A 3" FOR FINAL 1 ALLOW 3" FOR FINAL ALLOW 3" FOR FINAL -
P TMENT OF FRAME AQ JSTMENT OF FRAME
` - -{ ADJSTMENT OF FRAME 2-6^
HRECAST REINFORCED CONCRETE PRLAST REINFORCED CONCRETE e �+ w. E
TRAFFIC TOP TRAFFIC TOP WIRE FABRIC CONCRETE
w REINFORCEMENT 0.12"/L F
PRECAST REINFORCED CONCRETE BOX - 1 PRECAST REINFORCED CONCRETE BOX p
' O GALVANIZED STEPS 1 �/ T GALVANIZED STEPS GALVANIZED STEPS LIFE CARE COMMUNITY
i CLASS A CONCRETE INVERT SHALL
1 PRECAST REINFORCED CONCRETE BE CAST IN PLACE IN THE RELD.
BOTTOM SLAB W/ SUMP 1 80-C""STeREAIB W/ SUMP
` BOTTOMSLAB
FORCED CONCRETE
- 15 PECONIC LANDING AT SOUTHOLD
- - so. NOTES 1.Ba NOTES a o -
"'lll 1. WALL REINFORCEMENT WILL NOT 8E REQUIRED TO 1. WALL REINFORCEMENT WILL NOT BE REQUIRED TO A At: GREENPORT Town of: SOUTHOLD
DEPTH OF 9'-0'. DEPT OF 9'-C
2. DEPTHS GREATER THAN 9'-0" SHALL HAVE WIRE 2 DEPTHS GREATER THAN 9'-0" SHALL HAVE WIRE SU k Gounty, New York
FABRIC CONCRETE REINFORCEMENT 3"x12", 1 AND 2 FABRIC CONCRETE REINFORCEMENT 3"x12", 1 AND 2
MIN. VERTICAL WIRES - 12" OC, 1/2" MIN, COVER. MIN. VERTICAL WIRES - 12" O.C., 1/2" MIN. COVER.
3. STEPS REQUIRED WHEN DEPTH EXCEEDS T-C", 3. 'STEPS REQUIRED WHEN DEPTH EXCEEDS 7'-0".
SECTION 4. ALL CONCRETE TO BE 4000 PSI AT 28 DAYS. SECTION 4 ALL CONCRETE TO BE 4000 PSI AT 28 DAYS. SECTION Suff. Co. Tax Map: 1 1000 1 35 1 1 25
District servo, Bba4 La
ROAD & DRAINAGE DETAILS
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CATCH BASIN - 2x2 FLUSH GRATE CATCH BASIN - 2x4 FLUSH GRATE STORM WATER MANHOLE
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NOV. 24, 1998
DATE : OCT 23, 1998 -
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