HomeMy WebLinkAboutBlueprint #2 u � I
Qrz pZw2T ?i095-m=oma
aco 'h
Wwl�� ;Q� 3�4wa
Q>00� J(/1WOLL4 SOfZN_
NN�KU SO2mONJ�i
z W, NFN�2U200
o d'�1-o QZw F
az ten. OZ�w03mow
�mzpZY
ZJN �QO
SNK��
M. HO
F Z<<R c�¢�¢LLZEc+o
STONE
7zGILLETTE DRNE Lot 4 O
o s q Co Z Q co
~zLC CC
0 0 N
O iLwl i �+" z � U U U [1,t
Subdrvielon - Ma Of 'Marion Manor• Su County File No. 2038 i I N Q O E ~ G
P a jr' 1 O U W W Cc
Z
TONE DR' z ZONE I�40 w ..°:._,....... 11 pq Qz 2O o za
Lot 7 L 1 6 5 I aW
Lot 10 Lot 9 Lot 8 7� .30 w a F d
,p
now or formerly now or formerly now or fo rty T
now or tormerty Robert F. Muir+ Nancy Y.Muir WW ti� Lot 5 z
ow r lormu+ QanIs O.Walker+ Barbara W"al 7 t
Heather J. C.Walker Q now or formerly
tty Meno9lu N GRASS PAVERS ill GRA55 PAVERS Joseph Ucciard + 3¢ Q
7 LAND-BANK REQUIRE ARKING J Catherine E Pino a
o e PARKING 5PAGE FOR 3 R DEUCES U SLIDING GATE i°., O ROCK JETTY Z N O h
z a (SPEAKER B TOUGH PAD OPERATED) , cf' f0 n
v n _ 871.59' _ w
� _ 338'22'00•E L_T ,� / / /
—___—_---_—_— —_—_— —___—_— -----_— _ _ FIRE HYDRANT W W w w w w w w w w W w
#' wVVwwwww wwwwWwww W Y
00
W
21c �
+ O
O wW wwwW Ww w wwwwwww W Z W
1 ` \ + � / \ wwWwwww WW �wwwwWwwWwwww a OO < u0TIE i
22C + ' + w w W W w w w W w w w w w w w w W w w w www HIGH LINE
ER NNE PPt:oX. n J� LL
it 0
s l
GRASS PAVERS W
+ Q } Z
- , �/ „ + — � W wVwww W � . w w w w ~ Q ° o
Q + w
w w w w w w w WREFIAIhWG L.A�IDSGAI�INGwT�w ma
w w
w . wWw
� W w j
yF[P ' 7 � wW wW W ww w www W W w w W W \ Q
0
C
30,
I
+
27 LAND-BANK rti xw w w W w w W W w W W w Www y W i
Z
PARKING SPACES 20NFMw O EfO)
m
QY
ON
o
j k wwwwww w wwW w wwwwwwwwwwww . wwwwW w w z
GRAVEL ROADWAY
w W ¢ m
W W w w w W w
w
O j ul
1—
LS
FIRE
I I I HYDRMNT
I + w m w www W w w w w W w W W w W W W W
,7C \ v w wKOOtS BTYLKF,EA� w W w wQ w w w www w
+ + m w
P LIMIT OF kNE
5 AS
�I + + + FLAGGED BY JEFFREY L. 5 N AN, R.E.M. of u'
ZONE� �4® — d + W
COASTAL. 12, 2 ENVIRONMENTAL G ORATION ON - WW d
- --
AUG. 12, 2000 N 3
25'-m' I MONUMENT. TYPICAL� N39'04"'TW
SIDE YARD
SETBACK �i ! ' _ OD BULKHEAD
U U FLOATING DOCK 8'4
'
Q °c 1 7 w OPTION - 8'x100' (SLIP 1) (SLIP 9)
/ I 0 wwwImp
(SLIP 2) C 10) q
SPAGES C I , ® 1_ Vyp w w p
wppW w PRIVATE MARINA o
+ (SLIP (SLIP 11) •�
HEDGE ROW5 I +
60' FLOATING G00K w w w
OR 1,3862 A OPTION - 0'x150'
TO TIE NYSLIP (SLIP 15)
LAWN w w w w W TRANSIENTj
RES DENITAL �� - - � w
BUFFER 15'.0 `- ',"' w (SLIP (SLIP 14) 1 w MOTEL
6.0'W
0 • NEW DOCK / w 1'
x 00'D j w w
GOLF CART SP / + m w' w PIL GS +4'-O" H
3° PARKING - 6 I + i _ , WALL
RETAINING WALL
SPACES W/
g 2
C + l / NATURAL w �
SIGARNT'GOLF -� WEGETAtTI
PARKING / /
ONLY' AREA BULKHEAD
j / + ` \
j
LU / q GONGRETE" d E w SIDEWALK
W w
+ ,�+• + + � ' , , «� .�s � � �r ,, z� y� � � '� � 2 P$� � � � www ` o � o �
,rr" 5 + + \ �. 1 g,, � 't i Ste. .i 1, RAM•IP UP I °�° � � g$ I �° O
t c " 4,i; \\ `\ Oe OUTD
2 s
,
r SP 5 v
HEDGE ON I / / } —_—.—_—
5 PROPERTY I I I 51 / + w w
w I a� + + / I w w 2 SITE SECTION
3 `d y I I PROP H yg$ wb'1.4P'
0, �$ Ci-1 SCALE: N.T.S.
P 11 E E O s1 r
g m HEDGE 11 25 E5 I1.__ \RROU �r I + o I STIN(al BUI I
I 1 ' + P L 0 d l 88 %BI w 549
AGE B
I STRIPING TO� � se•� 5, h 9 � �� $$ � E0�5EID e � �
HEDGE RE=+ERVED `V„ \ 5 WAL $$ , E TAINIV '
POOL PA �s, �u "yob+ COOL I I w WALLW -
2 P IRKING
PAGES
JE PTRIGAL 5 / ww ww ww w
40'-0'
(LANDSCAPE
I 2• BUFFER FROM I 'x10 AREA. \ / +c RES.DISTRICT) — �G TEr'i
2-III" STEEL L \.'�T
ME GENGY 112 TUBE BIKE / ,__ _ _ _�, a SITE PLAN KEY KEY
oRATO se 5 F� ES RACKS jF.AN PA 1i Z 1i I 5 A II
3 o NGE ACCOMMODATE
€ ' AN 5G PE O — T8 BICYCLES Pe FR
- - SYMBOL BUIL DWG DESCRIPTION SYMBOL DESCRIPTION
pU s ENGL,dSURE FIRE
— -- _ L TRANSIENT MOTEL JAPANESE GARDENS BY OTHERS
�\ TAIN HYDRANT I
b WALL x IS P GE x — - PA E x — — — x - I A E - - x 5 A ES - — x -� x- FIVE UNITS 3LEEPINQ ROOM E X O MAN-MADE LAKE
/ Eli OC THREE UNITS SLEEPIN
GARDEN ROOM NATIVE 0.9
4 LANCAPINQ
ASPHALT PARKING O TRANSIENT MOTEL PRQ IVATE
ERVIGE ``` N36'ST19'W 92789 AREA CAFETERIA DININQ HALL
RES
ENTRY u TAURANT (PRIVATE RESTAURANT)ANNEX co
m
Z„f
a a M NN Ry SPEAKER BTEOUG FENCE GE ROW5 e Q m ENTRY
EDCOVEREDDECK � ^ `I
SHIPYAR NE PAD OPERATED) HIGH WATER MARK L
O
N MANAGER'S RESIDENCE
LL �I _
d, ROCK O POOL HOUSE C) z
�y a Q p Condominiurn r °
r � W GUIDE RAIL O MAINTENANCE AND
BENCH MARK x w 'Cleaves Point' UTILM ,r(
NAIL SET IN POLE �� a € IL z e Condo) BENCH MARK O COVERED 1 O
now or form�arry o 8 N O 0��9
ELEV. = 20.00 rkeide Heigthta Co. >IgI Q ~
F NAIL SET IN POLE ELEV. = 7.0 I �i
o N now or formerly
Guemor Reality Corp. O GAZEBO 2
ALL PAR ING LEFT OF GAZEBOOS
ENTRY IEXCE T H ZONE RR
PRO ED VIA VALET L
5E ICE EXCEPT WHERE
� U o
O
+.�
°
EN
� e
m
SITE PLAN
Z N
C-1 SCALE: I' = 40'-0'
SEE 0-2 FOR LOCATION MAP AT I"=100.0' DRAWING NO.:
C-1
u
QarzZo9zmW z�
x
SITE ZONING + BUILDING CODE DATA a��� Awa
LOCATION MAP SCALE. 1' = 100'-0• <-�� <0=4j �
wz== < Xw0) 0n.
(IIN„�jKU SO ZOGN<Kz
U=00
OWNS OKI-DO LTD. gip-o mesio z¢zwl'.r
20 WEST 64th STREET#2
NEW YORK NEW YORK 4023 ���poo2��
vOiwm111W 4az
BUTT.OTRUBA-O'CONNOR ARCHITECTS <ON 0<EX310<omARCHITEZ¢1062 NORTHERN BOULEVARD - Wzso
ROSLYN, NY 11576 N
L10
MAP t0 S (gyp o_
is
LOTS) 9 S
ZONE DESCRIPTION MII
LOT AREA
754,677.0 SF. (17325 ACRES)
- CO Z� QCONSTRUCTION CLASSIFICATION � QZ� 8 gOCCUPANCY GROUP
cc
0
�
N
O8NOTES REFERENCE Z V VITEM PROPOSED REQUIREMENTS O
Z AE
/� x g
R 4� �f w ZOWNG MI j Q Qcc
' ' J ! x ` i 1 ` �' c s _ MINIMUM LOT SIZE J W W FZ W
r r s , , r L ' !.,. iF ...,g„ J i - 1 >r .� r '! Ell19TIN0 NO CHANGE SEE 115E AND LOT AREA REQUIREMENTS 100-110 LL 'Z IW Z
d r . c:a , th" r P J t"pTSs s 6x Y i 1 - i. BULK SCHEDULE Y LU CL 0-
- g
rr rx t aY }n LOT WIDTH ±870.0- 150 FT.MW. '� LTJ �jJ Q �7J
r 1 t 1 r r r: a 1k 3ry n r { +ri 1 y� LOT DEPTH CCO I CO
3 860.0' 150 FT.MIN.
Lot 4 Y Y �+J° ' ' i FRONT YARD
a c J U d ,J i + p ro , 3 w a a 35 FL MW O
GILLETTE DRIVE
hll �, ' d L• i
SIDE
_
3ulWNlaWn - Map Of 'Mar n Manor' S olk Cowty No. 2038 Lot 5 t i r c J r ` r * Y { +� r' xv .FS -
25 FT.MW. � � '\
1 r�✓,J .tr ti U� r «i !r, v ya, ., 'A c J o-��" u u- I BOTH SIDE YAFGJB50 Fr.
Lot 10 Lot 9 Lot 8 Lot 7 Lot 6 now or formerly MN
now or formerly now or formerly now or formerly
_ REAR YARD
2 FT.now or formerly Joseph d
John Manoglu+ ne O.Walker Barbara Wiegel Robert F.Muir+Nancy Y.Muir Catherine E Pro f - SETBACK FROM WATER 75 Fr.
29.4
Belly Menoglu afar J.C.Walk
Q
MN.LANDSCAPE AREA 20% SULK SCHEDULE Q W
now or formerly f , 4 d ; e #,I A , r w ( e , r ' v' ,. ' ?o-,, a ^, 1� FROM LANDSCAPED AREA ALONG THE 100-212
\ LL LLL ' t r a ' .+T+, + t aw, 1 -s1 " + w ''' , rx r 4w 3 FROM LOT LINE
Joseph A Cherepowieh
+Others
5 ABIfTTINO THE FRONT OF THE BUILDING 100-212
lOD-213 LU
t 1r '] r t' a ' SHADE TIME(MIN T CAL) IN FRONT OF LANDSCAPED AREA
GABA 20' BUFFER TO RESIDENCES, DOUBLE ROW 6' HIGH EVERGREEN,10'OC Z
- ' €caSJp 4Y dY i f .� } ' ti 4cyAi A\ trlr y7t , � "". I;Srx' 1V� r^: � r �+„r
Gebprogwe oHr. s ? , � { rsy 'I nd:x�w T !: 00
SHIPYARD LANE MAX LOT COVERAGE SEEBUILDING 0% 94d8B.5/800,624 012 30% OK 1 E2
formerty ANASBULK SCHEDULE FFU-
0
TOWN OF SOUTHOLD, NY
Gregory+
SEE BUILDING
' !Irr.¢' r u �s ii- S; t" J .' r i ar ro lnJ k`)Y 'iY t it ws tm.. Y!1 v t " _j Z
ery C.Gregory - L ,a� , x . s a / 35 HT,
1 .R ✓ nl r ti '�' I BUILDING HEIGHT/NUM.CP STY. S
ZONE t �, s ai 4 ,r ta,i(�.�, `1 , arwr A,�- G l�xi+,r a r'�w ��{ umY - 25TOPo�MAX BULK SCHEDULE 0 Z
s b;J ''`>�'] 'n �rq ax t7h �¢rr fJ "ire-rxr�wY x a s � r1t l) *. is i)1 �' t O 2 CO
_ �. 'Tr y, r- r r a PARKING 168 212 SEE PARKING REUBTra7 TABLE
..
e s IVIII 100-TSTA �/ � /'1 O
]�y r ! aq.r y .ay}tit sl Gt J, 'r - �r1 x '(s s :r w 11 MIN AISLE WIDTH 60'PARKING,16'AISLE 100_ C Z_ 'LJQ�L
I Jk s .r y F F r y 4: w rl iC v w l .fi . } t + 1 N i'a i f 0 D- Z
now or loaner � / i t, ' � r� �. � r r�`'r a .k t� ���f �,;° r, } r�Fr'�} ryw�Yri?_,, +��"+I^ Jry MW PARKING SPACE SIZE 9'x H' 350 SF.FOR STANDING AREA AND AISLE FOR MANEUVERING 100-791 C
ohn Cadwalladery q r w x' y i ro0 Z Q Z Q
, ;rti F r , Y4 a,�r""�^� -�s -.r r4„y� L,' �- t U,� w a' �L�` ' PARKING ACCESS 2-10'LANES MAX SLOPE:6Y. WIN 25 OFANY STREET LINE Q
'� Ts:�t� xI ,~ t �y1 h ] �''- a$t,>f� ')E p ' '�"i�J1N, 7� s11 b : 4
100-191 C
>,'�. MAX M. ANY OTHER AREA
OW Or former
%g3V+
100-191 C
LANDSCAPING
FOR PARKING 4
#- REJOINING RS.DISTRICT
"ggi20' PARKWAY SETBACK 100-191(1)ly ] PARKWAY SCREENNG
J Cadwallader+
11 S l 1..`_
1 Cadwallader _ � -
4-6H THICK HED
DGE,WAOR OCE INTERRUPTED ONLY 100-91(2) O ECOSS StPONS OF INGRESS AND EGRETS r iE
O
n :;J _- xgve ..xykr� ,�14 �J 7%1-tiv vs by*kE5istvst�,t__, Ke tl�v ?r'T ..ayr 1•d',� -},� ', dv.�re Fa' " ti"sarnc y,`'- '
FROM RES.DISTRICT
MAX HEIGHT FENCE,WALL Ofl BEAMS � m
H 6 ¢ m
a t ct Ir , :" t r .. sv. r '. w, -`s `•' V'r. rt IP ,ter F i tom'y� e.'.,Ky o-w xy , { FRONT TO 6,_0• I-I 100-191 A ¢ U p
W Inow or formerly J w r,, w, t k', - S arae .', J Jx - e `" �-? '.s,'� , .� o uJ a
Robert F.Clark t -"'d - =1 ° „ ' �" 1 k'LF�'Si J f+ �J i ', S "�,r -' EI i� 1x «�t r�� `�i "`y "� SIDE OR REAR 61/2' H 11 1
100991 B
kJ 4`' v r+h '�w n .1 tn5 mqt Wit+- l` N', -
1L
LANDSCAPING, PARKING M N.10 SF.LANDSCAPE AREA W/PAVED AREA FOR EACH PARKING 00_�A
SPACE Lu
( i
MIR 1 TIME(MIN. 2' CALIPER) FOR EACH TO SPACES
100-2148
I no or formerly
•,s�,s�i�,.:
UUQ1-
Z
Barb a other + VL"Fi MIR SR FOR EACH LANDSCAPED AREA W/MIN.DIMENSION OF AT
McKenzie R.Gunther LEAST 8_D.
Q 4 FT.WIDE LANDSCAPED AREA ALONG THE PERIMETER OF PARKWG `o
AREA Z
a MTr xc d� Y iY �Yw y df a-,Fir @ r,l
tt ' MIN.I TREE(MIR Y CALIPER) FOR EVERY 40.0'
❑ ri y.lr la7 ' Irry� Iii 1 +i - * .a=:� m tip �, ,g qTi mS' ri lf.
o.-__�
now or formerly , e , , , , a , i,„2 w yl »r r ; M t, + ' v N !F';' 32800 SF. 2-3 LOADING DOCKS 5,000-25,000 SF., ONE BERTH., EA ADD 1 BERTH FOR EA ADD. 100-192
John V.Kent "s a _ °tr +� u L "^' !v ' ;, v l ,� t : a, �r. -r e w'�-a , n P �'+: - r : LOADING
I - - f >f , n s 1 s r r ,< , >? 4x 7 ,s,t yu ' r r{ 25,000 SF. HOTELS,1 BERTH FOR EA 25,000 16 O ST 14' MGH,
:� , 45' LONG, UNOBSTRUCTED ACCESS 16 TO ST.
p' � - kir moi, i°r n rJ -q via ._ •ua ..6 ti (It�� 4a�� ;a ° 'r xm ' ' 15'MIN.WID'T}f 100-239.4
STREET ACCESS
SHIPYARD LANE 4i Js I. ` r f v y 3h 1 r,ri " ' r TIRE APPARATUS ACCESS ROAD 150 FT. FROM ALL PORTIONS OF THE FACILITY OR EXTERIOR WALLS, AMBULANCE ACCESS CLOSER THAN 300 FT.MAY BE NYS FC 50311
EXCEPT IF SPRWKLERED,300 FT. REQUIRED BY TOWN
rr L . t '" r t 20 FT.WIDE,13.5 Fr HIGH
now or former Condominium �I c `1 ,! s t x'1� Jr;�Fa, xh �` " y -s 1 r r �+ .e. r �, r FLOOD DAMAGE PREVENTION AE9 46
Parkelde Heights Co. ' Ey ,6 'Cleaves Point'
0 1 ., ,,Y, J ; 1, f as ya ,✓- J ';r,u �, �;- ,w $. s a -�
€ MllageCcndo> r Ir r y� r�i PARKING CALCULATIONS
`0 > 0 0: now or former
m a-
Guemor Reality Corp. r ti r USE PARKING REQUIRED PARKING PROVIDED
.2 3 < ,T - i : i � s v it ] �5 h� J y
I PER GUESTROOM 114 (GUESTROOM)
TRANSIENT MOTEL 1 PER EMPLOYEE 4 (MAIDS)
ACCESSORY USE PARKING AS RII 6 (ADMIN.STAFF)
OFFICE,1 PER 100 SF 16 (PERSONAL SERVICES)
■ ,� = r� r s , + r ;, 1 (VALET)
2 (VAN DRIVERS)
1 SPACE PER BOAT SLIP 0 (SUPS ARE PRIVATE)
MARINA
(„ 1PER EMPLOYEE 2 (EMPLOYEES)
J,
1 SPACE PER 3 SEATS 24 (72 PUBLIC SEATS)
011RESTAURANT OR w (EMPLOYEES)
1 PER 100 SF W/E IS GREATER
t
26PACE5 PER DWELLING 2 (RESIDENCE)ZONE RESIDENCE 4 (MAINTENANC
E/LANDSCAPMG
)
189 RR OWDED 27 LANDBANK)
a �
qtr �Lf t ��� r� � , � ���� " ,� ' ��, ! +� � "'�,� , "fir �` �,• ,��G� * ky0
USE AND LOT AREA REQUIREMENTS
Y
Q b b LL
BUILDING NAME USE SITE AREA REQUIRED SITE AREA PROVIDED W 2c
TRANSIENT MOTEL TRANSIENT MOTEL 80,000 SF+ ADDITIONAL 80,000 SF+ (27 MOTELS UNITS +87
4000 SF/UNfi ACCESSORY UNITS -114)4,000 SF �
�
456,000 ,
000r
ACCESSORY PERSONAL TRANSIENT MOTEL ACCESSORY
SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL
r r r � ✓t-rs xvi J L a Yr v J"� -' e a' er itr� `� - 1 rr y J n,J r Ia tin} I s �Iti a 2 - SERVICES(27 ROOMS)
OFFICE TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL
PRIVATE CAFETERIA RESTAUHANi 80,000 50,000
DINING HALL
(PRIVATE RESTAURANT)
+ t +�J wf3r c rl -� 7G' r J "`� J tJ -'•t l y tn,a Wk ",5 i ! E 4'' iYrt, l 7` n a tL' a
RESTAURANT OFFICE i RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT
RESTAURANT OFFICE 2 RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT
GIFT SHOP RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURAT
r I ) v ytll r A ,
R t` xwJr )r • 4 Y Ir J o r • v.- � ' s - 9 „ ) 4 i! t
MARINA PRIVATE MARINA 80,000 60.380 SF F(UPL(UNDERWATER)
SEE MARINA 19.618 SF(UPLAND)
d ' w' ' ! t ��. a e -i ' a `5 '�/ �� .✓ Y % s I --�, 1 t u r a �" MARINA OFFICE PRIVATE MARINA
OFIVE UNITS SLEEPING ROOM
TRANSIENT MOTEL SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL
O THREE UNITS SLEEPING ROOM TRANSIENT MOTEL SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL
BUILDING ANALYSIS O TRANSIENT MOTEL TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL
PRIVATE CAFETERIA
DINING HALL
BUILDING NAME OUANTT7Y STORES HEIGHT BUILDING AREA TOTAL BUILDING COVERAGE SITE TOTAL PRIVATE RESTAURANT ANNEX)
PER FLOOR PER BUILDING
O 2 ___
1ST 28,992 O COVERED DECK N/A- LANDSCAPING
TRANSIENT MOTEL 1
2ND 22,400 51,422 33,475 33,475 O MANAGERS RESIDENCE SINGLE FAMILY RESIDENCE 80,000 SF(PERMffTED AS OF RIGHT) 80,G00 SF
® FIVE UNITS SLEEPING ROOM 9 2 30'-0' 2ND 1W 1,988 1,672 18,848 O POOL HOUSE TRANSIENT MOTEL ACCESSORY
OC
Oh BUM IINRO
THREE UNITS SLEEPING ROOM 14 1 30'-0' 1,190 1,190 1,872 26,208ANCE+ UTILITY TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL
O COVERED GAZEBO 1 N/A- LANDSCAPING SEE SINGLE FAMILY RESIDENCE SEE 31NC4F FAMILY RESIDENCE
® TRANSIENT MOTEL PRIVATE 1 1 32'-0• 3,834 3,834 7,085 7,085
CAFETERIA
RESTAURAtA HALL
ANNEX O GAZEBO 2 ACCESSORY TO RESIDENCE SEE SINGLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE CC
O GAZEBO 3 N/A- LANDSCAPING SEE SINGLE FAMILY RESIDENCE SEE SINGE FAMILY RESIDENCE
O COVERED DECK(NOTE 1) 1 TBD TBD 758 758 y ,n
LST 1,189 1,872 1,87 ( TOTAL LOT AREA REQUIRED 715,618 9F }
O MANAGER'S RESIDENCE 1 2 30'-0' 2ND 798 6 1,98 _ i 715,618 SF <754,677 SF OK
O POOL HOUSE 1 1 TBD 1,373 7,373 1,373 1,373 rrO, m
MAINTENANCE+UTILITY
V Z
O BOLDING 1 1 TBD 7,205 7,205 7,205 7,205
O COVERED GAZEBO 1(NOTE 1) 1 1 TBD 361 314 314 314 O H
O GAZEBO 2 1 1 TBD 746 746 746 746 `V
O GAZEBO 3 (NOTE 1) 1 1 TBD 700 100 100 10(1 ^
TOTAL 32 �'�6 �' 4-) U o
BUILDING ANALYSIS NOTES: -F) m
1. rrEMS NOT INCLUDED IN FLOOR AREA PART OF LANDSCAPING
2. ALL WINDINGS WILL BE FULLY SPRINKLERED. 0
` L �
ON
Z �
N
DRAWING NO.:
C- 2
P i l i
SITE DATA
/
TOTAL AREA = 18.5'798 AGRE5 0 0
//' //, ♦\ // CF/O' ZONING USE DISTRICT
= MARINE II (MII) DISTRICT
° VERTICAL DATUM = N.G.V. DATUM (M.51. 1929)
C/ BENCH MARK - N.S.V.D. (7LS.G.G.5) MONUMENT X525, ELEVATION 16.05
/'\ // l S \
�o / \\
I?
/ / o-a' n'
// /Ot Vit OpJO / Iry 9e�Qn /9 \ W E SURVEYOR'S GERTIFIGATION
Oe`L\ (//t . B26 I \` I ^ ` �6n \ ^ ♦ • THIS MAP WA5 PREPARED UTILIZING BOUNDARY AND
/ 't , v4'°m u•,vty. /I I 'y,\ vX ' 3 \ { I TOPOGRAPHICAL 5URVEY5 MADE BY US ON MAY 5, 2005.
9do
Ya , r\
-%
_ U' \ •
°t
\ 'DELT ee'IWIN°E0. \ 'S, `O , Vbt �dy V
14bo\ i'6 ° 1 la•ors. 9 \ \ HOWARD W. YOUNG, N.Y.S. .5. NO, 45699 n 'E
QED gO E
J°rr ) �,y`l 53o w� I + ++\\ I 99 on \ hOn /J\\ \\ Q
/, ¢• / I / . 2291 I' I �, I � /y \\ / \ ��-"_-_
� ` / °Q e•cxeRRY D•vEc6• \ 'J
I % +
/ /N,-le•rwx cHERRr + TH
\Ua'Va,DiC \\ \\ ' // -L]'+°/ac /d }r
°t dga°i0\\0' \ - �✓p, « Is.60 :'� / / / . ,1a
+ m. 6.92 < y \ \ , o W >z
@ O
. 19.a6 I ''� I _ . 11.46 \ 1^oec ` O, e,� '(0�� ♦ e.le ,' •. Z / , W
tt�°'oto" \ / /•, T I . 19.1lqp O z
.
�,
�.1 °t4Q I I]•We / I \q I I� \ rLKFRr \ + ,Ib tl'oEL pin/' y3 ` \ .,\ ?O\� �J
Y tw / eo"cF74,(ar/ 1 -->N I / le'MP. \ I \ ♦ 6
.� �° /\ +. II \+1\ ^� 07j / �� \` ,. 4 \` .41 �/ i''� / O ❑ O
/ 4 1=
\e' ' 'r'q a^j \� � I-
/ ,.16 I]•cxERR , I / + 9.95 I]'
1 "cxE9.Rr '` e•ors. 621, '� y _ ; yL{D/-� / S O � z( '�
+ 20.48 / \ / r 1600 I a 155+ / / I 1 _ o `.\ y� O� `\ I \� ,`.` i V O < O
+ + \ ! \\ ,( s \ +,.50 `.y!' 6.86
_ 7 /) / .V / a -1 to
15.99 ' l/ ob a W / 1� w Q 0
/' �C\ ik ,♦ / / , 1 is I]•cmnR // lo^cmnR +I` 10• `'v\cm R __ - - - ._ ' ,n +. e s Z O <
Q d >
\ / Ot of �J( ��Ol OE , // a , 1\ 1 // ION W CHERR �\,\\ 550 5 /�k ,.I V � LIJ In O
r 20.19 /�\ .(,°Y pt°. l'\ °"dm. / 1 1 / -` 1"cm'w / 1.cym.,,.a / i// \ 9'a, + .9b
�' ` pt\0 \� `�. 1,bB / ' \ \ / lo• 1°•L1cRRr la°cxERnr M�mRi rV' >
�.' / p / ] WW 656
/ p•�� e'c / i�\ .\,
1 / BLo
14.52 1 / la. I ` ,` Z0 \' 5.45 / \` \ O m
+14.91 / r to 9, / 1O' / � , e•cmnR FIRM �-)„ � „ / ' \ \41�
.84 yya2 ♦ m O co
/ � 04 b
-6,26,' FIRM ZONEX , 4s. o \\\ I tip ^0
N (�
all
\ \ OC e�� so i // / tb�]•ceo,.a / ' / // °'cora + la d�ERRr I \ '-
/ \ $ N I r N
tY \ P Z r-
o I ojt 1 / J FU m
v W J 3 Z
♦,\ t\0�0\t\t` 5'b 1 // / // g616RRY i-6-o'er \'\,,� \ o u o 0
+1864 / / / Q 9, m
1941 , eb2 / O/ / / / rbB9 // a°Lxe ♦.\� ♦ \\
J i
\ \h \\ �♦,,/i // « Iyi2' // + 1 \+ / // e / . 526 +465 / \`\ U a
♦ . 19.14 ' / / �lv�']/%//'J I \'\� 1 7�.\+ / // '\ v 7 `
p� C `a
` \ `s \ i' 1 / / 'f / tm-Ir cmra � 1 1 �; // / u•d✓'eRRr .♦ / • 3 O/j,
THN4 / •opt" /+ SDI \ \"\+ // / 5e9 °'a+o3+Rr •\•� c> % O^ \ U 3
24•ors.
\` / TH*S
+Talo \♦ // / / �s'e4` / / \+\+ + \�n,,0A ,, �i e O/ die
'L Al
+ IL• /
\\\'$
15.5q \ // / + I/, `t/�/./ .BB \\ / \ 5.69 / \
+ •V C(I o
IB.22 \ \`\ '// II \\\//�/%,/ /. 622 11 d d \\ \I]'✓Rc. �/ 1 ' / \``'. /
/ 3 1065 I R}IL"cmM lo"c /•,
\,�o��_ 19 +\* + lo"LNE
,+ e5i J \ 3e4// // /.•,\/ �''1� �51 /' / /` `\
\♦ a"ceoue '♦ 1 = \ / //.ybBe' \tom / /I / \ 1 \ /,.
,p q p� \\.t(° \ ��'i 1 ♦, / \ / // / o \ \ / / 1 � � ' � / /^\\ + 456
-� '%� '1 �•1' 102 � / / f 5:
1114
Qn � 2y \\ \�a, 1]•LEo/.R'\ i \; / \\ / /�/ �// // / \ �' 4 11 \i'T` // \\ + \
e
n50 I]"oEc. \,♦ \ 7 \ "'/ \ \ \ \\ / / /* IT.ar✓ // // 'r v2 f\ *\� " I] // �\\ / \ /
6 / ♦ '' \ '> \ °// \a
+
/, _ \ \\\ \ \✓ / / . 11.2, // // i'/ I \ // �\ // // r5.e4/
C V \ ` / u"cm✓a / / + \\ \ / / / _/ �D' j' I \ +bD9 + 5,1 ��" °° TH%2
n + \ \ . 6.44 / / / i l^ y Qp
/ 1139 j .53
t.51 ' 203.-Ir 2.12230• 596'G3 \+\/// i�// ♦'` . 6.46 //i/ / // ✓22, ' 1
`116x6 I _ \ r 11.16 / / /.. 96 71'B OM•164DL !10 ro _/\, / I \ / / /
\� \
�♦ 0\t` 1 \ i J 9,� �„ R++•n arJ.M i ♦ r \ i ° .
�° `♦ `\ 'qg `\ 1 / // / /' // « ,39 i / �5 ���t IILy! �.\�.3ao5� 1 '♦ \ � i/� ��\� / >S, //
dot °y pot t\�Cn `+\ // \ // '. /, / / I y � I �\ \ �� �i �/+ s.95 / + qo
\Pl J\0� t6` %. ♦ \ . w / '\ / / / 4�, + 1'1..,+gee
o(J e 0 \ ` / '`/ / . 12.51 \ i p\
( ott` tF Awa \16:00 \/ S/ /\ / \ / / / / Nel• N 1 \ 1 « 569
\p � ° �.m / / I f52) (5.9) T�Tpy
b
�Jg j' \♦ '\ \.` '\, / // � / // + ,.,9 . ,95 I � `2b• °2 9 J�
/ 9.42 x`\
\ \ \U IL, / / l n8) (11.41 \ 6.,6 I � /
\ `\Y / 552 n.91 i.I i 0�1
ro.05
\�• \'�p / \, /y 1�/ a + / ii �.,eOP" .9�' (11.9 �(` x\ �� I \ I / +Shce� %i/ / A C
♦�♦ / 926___________`.`` /''/ / + + ,.00 . 68, 5 /// 090) t o� \,`�6.9) V \ 1'+4I /0'// , 1 11 �J, /+915 yIV '2w
♦ r 5.91
AMy lo.b9 ,+.5.14. / i Ah (°3) (129) d1- 'C y WETLANDS LINE AS DiLINEATED BY I AB
\ \ i ` (/ \pb' Y5 6151 Ya1N6'!YOUNG ON64,26105
LOCATE¢ BY / / A� -
IObI _ -- \ /-Ti�_ 2
` . / ---- �.\ /�� / ' /�.�/ 1.41 I 5 (19.91 d
52
\'J,}.\ / 'I \\ /` °•GSM +\,52 rt� AQ
to , � \ + 1, � nl.,)
1.92 \\ . ,b6 \ ` 692
,.02 \\ $ N.ol8.2a
62.1) 545
\\ \ 20, \ �'�• \ 641 41M \ A N Y•+ d
\\,C 451•a / '`\\ \ `\ e'c9onR ' 7.04 ` \ {Bbl (6.5)
�
039\ 3 `\ `\` \`\ i + �`.S 652 6 4.B6p7 b.l, \ `\ // I «
♦` i ` ` \ \\ / \ (12.9 :a \
,.99 JJ ` ` `a./, � `'\`\\ \\♦ \ I % \ 680 \ M3) (9.9) (14.4) ] aT, \ �\ %% / 2bo O .l L] �'•aq"a Ol .la
P' 4p' \ ` '\ \\ ♦ .'1 / / 01 t 07 0.2 91.0
'\\/ r 6.6, % + 3 \ \'\ \ 2 (12.5) 9 \ /N / ? /yy/� '�' O Ll] •� U q
619• \, \ 'Y' ` \ ` / / + 68 6.9 ` 41d \ (98) (00) 4,�° 65B \ y`�` �j
6.n / + 6.03/1 i/ . U obi a I N o+; o
\ ` '/!' `\ `\ `\ i % \ f ♦.\ 396 \ 9 (IDA) IV, / /@ ��G // + 9.65 % Ip •L7' N
(9.N I 560 0.� E�1tV' // / ¢ 4d � N s' ��ON
6.95 _ / F s s
♦ \\ \\ '\.\ `,\ /' '`.\ \\ (e.9 \ 5,g7p\34 6.Ba�63 .)•/'' }` '' / �/ fOry N •" o �U'�
4.41 263 \ y'� •�
VA
All
`:� THMI / ♦ 04(�\t� `'\ + .9� 6.16 . 6.4 q�g Oe`7
.12n0) / 9e9 ..3 'Z•• $� / 0� �/�� C` O"�'' A
9 G /C/e Ch 6.9 '\ \k/ -AbD5 yYAA \, \ \\ 6.09 B6e y // m ^.� V O t"1• d O�
+9.I5
I
G 9' \ / 1(r° ,Rk ♦ '\ \ 5.95 k @. D` ° D` !� V�i �1
9 3 `�' Se S 3/ ♦ :`"'T e k' , '` \ / r 1Q V'� ` / %m
` /(5�.9.15 :622 Y' / , 6.25 • t'i \ 6 /� 7j'1'�°
\`., I \`.\ \'` so \ dee°g3 5.56 464 i C•I 0
\b.00
!l,'@@
Q ♦ \` \/' `.6924 YI-O '♦,\ \ O° 260 U1�
6.45 \\ \ 9 6.,5 %
r•
g 6.19 .9 \ \'\, \\\ ♦\ ,�(��� � A,h./4"� ()?{!�\tom
gtl�.�b 5 \\ \\ \ �vSN' \�ry y ^00 it \D0 ���^ry,•,'P� Il.�.i y -
qr 4.64
oi- 4.� ` 1 / '3, t14
4.60 Bb
•� \ \"\ \ \ '\\ // i'/,/ \,IP (2.0);IO WLKf BEWWNLW O 0
� N
L� A (t0 9E REMOVED) K
E \'♦ \�£ ! `'\ �:' 666 � ,�v- P Z'+�'1 \• O y
\ \ ` "\\ r 449 , \I{ e. i\ /\ x4 (I2) �\,
\ \ i i i� Y.♦ 6.91 \+ ,.,]4� (/� � /
ti.`
r1,52 (1.5) `\ T Oj
�40
\PQ\ O T 0
\\ X14 4'.0 (55) •I••I m N
\ 1
\ 567 V ° N
* 2,
DRAWING NO.:
12 rib)
g ob) C_3
l V' 14
00
LEGEND
LOCATION MAP N `\ ,/ (gym( q9'9 0 °E/O °� \ N a o 0
/
SCALE: I"=600' ` / 500 / \ / 7p G 3 \ o', Ot 6(9 // %/\ 9/G P @^S \ `\ 1 SBL = BUILDING SETBACK LINE
GG = NEW CONCRETE CURB
W E \\ // ,00� P% br / / 1 / \ \ J, MGC = NEW MOUNTABLE CONCRETE CURB
/' / / ` y��r/� 0 // / 1� \ 'I 5b5W = NEW CONCRETEBIG. NEA GSIA EWALK ! SIN BLOGK ZE
JO , S ` HRMP = NEW HANDICAP RAMP
PF54 = NEW PAINTED PARKING STALL 6 QUANTITY
/�/ 6z' \ \` FENS'WOOD = NEW FENCE, HEIGHT < TYPE
SB = NEW STEEL BOLLARDS
g$ /• 9°T S' V. 7° /S/ \ G THAP = NEW TOWN HIbHWAY ASPHALT PAVEMENT
/' // /Ot(pb�.O(a`` // \ / _,pry/p eB B9•'Fr ..„ � @ Lp e� Oh ` / \\ NYSDOTAP = NEW N.Y.S. DOT. ASPHALT PAVEMENT
a; /'/ / // /�( F ((7t 0 j,,0(r _ \ A'•"n / \D .dd \ \«, 5� 9��7@O^�
RCAF = NEW RECYCLED CONCRETE A6GRA6ATE (RGA) PAVEMENT
GGP = NEW CONCRETE PAVEMENT
SEP = NEW STONEBLEND PAVEMENT
E OF PAVEMENT
HD NEWG
A�� ,
y A =
Vq9/ / AR°p1M \ '+ V/ ' ^3 \ 7 \ `\ DAP NEW DRTE HEA PAVEMENT
5F IE•Tttf \ /C,1 @ \ b/ \ \ 24"G CONCRETE HEADER < SIZE c
,/r LF = NEW LEACHING FIELD
!rl//�/llJ/ e /', / \ Q, \�• ." y RI °s I 6 a `�' I \ / \ 52I0Dx12 = OUANTITY, DIAMETER 4 EFFECTIVE DEPTH m
\ N
1'�b. -IB C ?' •6.9019 n
.a S °
,q � `� \ /.F •" / O ` RD NEW ROOF DRAIN E T)
o I p / \ \\ \ GB NEW CATCH BASIN
_ YGB NEW YARD CATCH 0,05114 a
\ z ` LCB = NEW LEACHING CATCH BASIN m �
,� �6 ,��` '( LF vv � \ q^ d� `� DMH = NEW DRAINAGE MANHOLE m s
hGr/r//r I'/�irl / n94 PHONE MANHOLE In
Sr Ot LAAO' Y \ I . II ,. ha, `vv ♦° I ,� ,� A /°h �` / MH = NEW SANITARYTMH NEN ESEWER MANHOLE D a
O 0A�\ . .a «" r"'• ..,. `v v - V �' \V O vv HW = NEW HEADWALL C a
//� l l 4 / �• v O� G \ �' e' ` � ES = NEW END SEGTION m m
n1 • ` w I 6 ^ \ 8 97 \ FI - FLU5H INLET m E E
0 • �0 ) �� /' / .. `� 0 9^ 0�-- O \ 2DFI - 2VIA FLUSH INLET Q Q
1101 `k �\ /'� / \` / d ,y 9O "y, / ` I to n \. 1" 9 ^ \\ ^.. ` Cl = CURB INLET
/' ✓�.° / I \ Y e �J. 'iS \ GIG GAST IRON COVER
a I \ S. , / SI p0�\`23s II 2 u e \\ .0 /@ @^/ \\ \\ ST - NEW SEPTIC TANK z - OI
/ 9@♦S' Y CAS \ `\ GP = NEW CESSPOOL
/ \ ♦F / 90 '\? / ,Q obg0 B.I / cg esPl / i - p . 0.12 D = NEW DISTRIBUTION CESSPOOL
m ' • \ 0o v C 00 \ ' ) \ RIMn.cO ' \ /,� ` \ 6T = NEW GREASE TRAP
�i t bd ( ( \ " �� / (a \ \ 00 / bpd \ \ IE.Bm / \ ` FGPFUTURE
/// 0 6 C ,Q p \ \ `\ IWHDFP = NEW HIGH DENSITY POLYETHYLENE PIPE 6P5 CESSPOOL
r
"\. ( Y 0\\0 A6 \ � ,,r,�c� \ ,«�� \ gy4D � O / 00 \\ 1'\ // \ \ 24"RCP = NEW REINFORCED CONCRETE PIPE 4 SIZE 9 Z
/ \\\? .00� (jPL"aV�P \\-A�- '(5 \ CIE.Y9 t♦ 1,Ca b / . ,.I Op I \ ^ "y, / °Ghcx\ \\ \ / 2'W5 = NEW WATER SERVICEa SIZE r0 Q ISI
\ d� ce s 4 ` 5 oto / b.a6 d0 r 6.92 y \ \ \ _
D \ O \
//, '� I \ Ori \ (JP ✓ 2 rl.' \v 1.d0 RI 1.12 \ e\e°P1d9 y,50 / ( D cB a.4-PI VO n U♦ E 'lN ` \ VT = WATER METER _
HYD NEW
W NEW o � Q
/ I \\ � � s \ \\ \ y' ,y •9.I I2'Y{ BEY• / M•Tm ` @e �' /� ` ,/, W = NEW WATER VALVE a U }
•4eo ` ♦ @\ eda ` RPZM LI-1 >
�\ � ` = NEW RPZ 6 METER VAULT /`°/1 D
\ ® ` o \,/ o p♦ • \ ♦♦ 6 \ +B / TRF = NEW TRANSFORMER m L
/'/ \� \ �� / ,�. / / \ • _ d�� 'y \ > O • \ ` \ +e.,6 y,V UETGN = NEW UNDERGROUND ELECTRIC, TELEPHONE t GABLE T.V. _ < W
/'' \ 9 1146 / 'p R ' om \\ ` nN @^ rA i \ aIB ♦. ` ;v O OHW = OVERHEAD WIRES U Z
(5P/( ( •�\ ` \ ° .M1131 \ q • \\ \% ♦♦ \ / SLITE NEW NEW STREET LIGHT z_
( 0. O \.M\\ MH 49 / \ ¢.0 o V �; a' e 2 'j. \ p. 9 ♦ i PLITE FEVE57RIAN LIGHT 41
( k0 �\ II ` / \ o wE = dP / 4�0� \\ ca e9 I M4 -FI1p , \ N't ' /! p^, /' \\ `♦ i\`� F- EXISTING O a U 0
/ 0 C/' \ \ 20.50 = NEW SPOT ELEVATION
0� (Y' / �, ✓ / /\ `\ Y L Now om °+, �Q` A \ \ ,R1e d' �\ +a\\ O -@ \ \ `� \-_ / 6y 0 / +25.25 = EXISTING SPOT ELEVATION Q
i g��(
/ o ® � r' .i \ \ N >� ;6• / • I, \p , i 3 ` L" ^ \ \y� ♦ y\U' _ ib9 20 = NEW CONTOUR _
' . '1 \ /'1 / Ip pB` \ ♦ . ' ♦ %' \ , t4l !/Y' /' _______2°_______ _ EXISTING CONTOUR
\ \ y m • • Y\ i 1 \\ 0 , q ,« �♦ ✓ 6w RD ROOF DRAIN o �y J
•a • ` ` \ ` � I •l91 95 I u W < / , \ � 7C S � � \\ ♦ tot 4 / � AREA LIGHT W Z =
20.4a • 996 _ �_- _ ! / ` \ ` 6.21 .S' \ \ ` '- = PEDESTRIAN LIGHT
; ' , 60 /i / EL-q.00 I ` .• 'i"'♦ \\`\ d OX6 \ ♦ i�' w'-V
Q LL
I// / ,o RI Hca `` `\ G/^ s O612 Q
3q Q
p m1e Nob „ ..QQttIB No.T i so la
P/ / ^ ,' \� GAZEBO 113 �n 3 I I •29PI6 6P v �`\ AREA• cB,.l-PI , R ti
�\ ( ( � ( `\ + 419�.+2a 5 Ar / �m N 1E.Tm // O u m I \ s,•12s_9E_- -�Iw-Sao yn 1 �, _Z Q U } Z
T\Ot ,vra ,arm I / Fi o+.' N' \g N FFEL=10.00 / '`� \\ re.s90 \ ee 3Cie
C N ul t / ✓Q� ♦ A °°Q o °'Is o I sw FNo.T / R SITE DATA ' n n
� �, ,/� ® y\ k A >� ! v F V \ � / o ,d � L�yA \ 6+� r,1 TOTAL AREA = 18."1115 OGRES V q a h --
20.15
\ / 20.15 /' \ .(\O � \� C" I� l \ [� ' ♦ 16�� � ° ° o les.92 ' e.1 �F 'r �;\ RIM°990 � o \ Y : � . 6 OR 615AT3 50. FT.
O
\ -' / . \ �O( �.�'� �®' ! .6B /♦ ``• ` O %\ \\ / LP N°b $, ..0 µ9m m `v`' g UNIT D /`, \\ 1 ✓ ° I .�\\ ; 656 a
\\/ : + J ✓ \ / ve.bz t room r1♦ \ , 5.09\`\ \\ /' \\\ CkG �,,I♦ // f',,1680 ✓ A \'\ �h \�,�1 p^dFSr°N /'''f � ,da.91 /� // / � / e1 50 .... - �\ •^ . � �\\ i °.•1 ,)I'mi!t�. J Iri ( " � DREDGED 0,0AREA o
L0
16 \\ UPLAND AREA OGRES O
(')
09, O
rz2 m Nb IN\
v O
\ /l ° VI / �• IRM e ♦ ` �r v'M;111gl'm;�r"` €s MAINTAINAGE BUILDING = 6,T14 sQ. FT. 00
` \ ((\6 ' \ ® a5o m• ly` `./ �'• / �`t ��\\ 16:'.•�' 4 \ POOL HOUSE = IA59 Sq. FT. m\ _ 60 O♦
w
\ k0( pj(` 1Eqr cu ° / WEIR I ` MANAGER'S RESIDENCE = 2,106 5Q. FT. m1 r- m ON
\ 0( aQ '� WE•1 m BNog / '\ / EL=9.00 0 �O� \ ",° }°/''I•° \` PYRAMID = 576 50. FT. W y z O
' •52IN
649 SF/ / * e L ® \ CB,34°1 \ p w 3 z
mm-a 0 UNITS (2,106 X 23 UNITS) = 48,438 50, FT. v Q Q Q m
/ O 0 / /' .'• • .0• ,� � �� `� 1e•s90 \ TRANSIENT MOTEL RESTAURANT ANNEX = 4,460 50. FT. PI Q U O
+ae4 °• a9• ♦ m o Q
\ 19.41 \ ,°e b e / •30 1 SF / / +` 0 /✓ / 'ep" 14 1 Ig I ,. / Ol p' j, \ \ TRANSIENT MOTEL - 29540 50. FT. aU
\ ♦ 10
/ '., r 191-FI / '0 /,� �/ °O ° A cB 10.,4=1 GB 93f1 ).. °� \\ TOTAL = 92,-[ SQ. FT.
\ \ .P \D 1� R1 u, c°°y. / / ,7� /iy w- �,\ +°om• / ♦wM.em )0 010 '' d'/,(+y RIM.7m r \ J
` \ AI a, ,«" ''/�/� 0' IE.M � FpND°Agb �„y � 0 � ® �'Acq Al V� ♦IE•BM RIM. m fe' GAZEBO II}. O !(' IE.1.90 � '0099-�y \ \ J T
\ \ \ ♦ ` /�•. \ • , 1 / • t(p+ . 12.96 / / ♦ 1 e`Fv\\.�O 1 le. .74 ♦ ` n IE.Sm , '' \` < U 3
♦ � , � M r Y R EEL=1 O wM.Tm. \
\ \ / „•"`• 16.50 _ i 1 }'C •u + /�\\� 1 0 `♦ \ O� BUILDING LOT COVERAGE u
\\\ ♦ W la \ \p, ,R1 No.l4 " / u 1 l I _ ! /. / \\�0 IOBJ91 SQ. FT. / 815,073 50. FT. 1596 O U t
I / D \
i 1 EL=0.25
MP.A•2,619 9P O-' m ° V r \ le•4m
\. M, O WTA,6E NAPLh�T,' \ ,.es1 B 140.9 / 4
` \\ y� / L A19tANIT, Y LLEC (O,[� r. i+ ' 0,00 / Ie.B e / \ / ° ` \ V p O 3
TH04 SY TENJ BY.OTHERS / i m1B I° I 1E•B97 pg o 1 \ ° 1 `
\ % y </• AREA. 96 °^ \ _
`\ ♦ , RIM•nm O / / \ �'( � � d 12. / O O MH 9.1 I d � °
♦ h IE•19w1 1 i '\, ° 08110 FI 9•I \
♦ w91 < 1 Y // -- ; "F\� l /.y m19''ry'v.1122[.1 ,• 00� \ THIS wM.bo-oO o o •em / : p° r +i \ L°^� j°
TE e? h C/C °^ $ \\ ZONING USE DISTRICT = MARINE II (MIU DISTRICT
5 / le.aa2 1e'wDPeP 5Ir°°ms 91n m„R u0 H °lP I�^'B.00 \ /
♦ ® J / 1 0 d'Q.♦fy
\ a 99 `♦ / ( - - - `N / / // IISPb \a Bb, l �� °'aO°B aleePlnC�10.50 > •960 V \\ �� -9 9^ '•'/ \ VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929)
\ ♦ ,° o- \\ / ,l - _ / �, // R 9m n A e•N1FB• PEEL' -�. '_ o + 9'`y
\/\\ ` \ / / : _ ) ✓/ / 1 .ei 0. ^ //5.08 • +°(° / re' / o b
Ry/ • CB 10,{-PI b9 A \ eq vP am toA \\. ,� /o/ ♦ BENCH MARK MONUMENT
16.05
"♦ \ /� 1 / `1 2,1 ., / �m 5! // n \ TEPS
ELEVATION.4- Re 690° r^.'.. +' 4 • O rt"
♦ @ ). � I' � •�� o � / ( t\,la•r1oP� � dBG.4�PI � .I 00/�' `,• a 4b,;♦
.1Mr _ T t ' � I ,+ .� ° 93
RIM•I / / y9yla NDPEP NM• � - dM�6 •/ 78^Er o � \ h \ SOUNDINGS SHOWN THUS (4.0 ARE REFERENCED FROM MLN` ''�, \ 1,0• I hb ; 1 /_ I� / 2 1 +y / \LF 140.11 \9'0 /� °. 'b '�k�.....,.,,W,./�_% .00 • . '`N., O
\•, 220,0 T 1 .7 \ LF 140.14 16 (jN,n J -. \� / 9„�- Q o 2.1°DiB •1 a a \ O \ `` r ry/ M 9 _ 1 r Cop. PI
I-PI / q .. y • Mr v O
\ '♦♦ @ 6 o p 5•IODx9 '. 1 _IY�r'rno ,�_?-i f/ ; ,Ei95B /I6/ B 16 - n1000% ° \
i�� IE•9 O.B9 m10 140.11 L� r
i \ ♦ 13 nl , E.650 . " , '� ,.,. � `Iu vL ,r Yah.. 5• x \
\ �,1 _ 4 ` /� M.��s I MH p A�EA•1s?I4 eP I''
/ `♦ w I 14 / A - -(11T•,e' - / 1 / o / 1e.6`�I ' 9n9 /' - - - - - - _ u� "4T'°\ e Re.46 m �\ 0y0 0 \ \, I . , r, nu o 1 A ,, _ _ 0• - • ' 1n�r°°^^
50 ' -s I 5 .• r ID sF \
/ � `♦ ° w / v -/ - p_ ' 01 : ,� : : u R •�I ' / A FFE4�r10. 1 e epv.�,(�11,� � m � r 1 \ '�•
\\. ♦ I .G � A8 ( I 'LF N, ° • mh z w \ / 6 / ,, i PI°9 roam , 1� ,.+�W'rY k• r `\ Q.
A 7 \ - ® ., \ \ :; 4•lo WI i /§ n ' \\ / 11.00 n� 1 :uu nm 145/ENT LP No.12L-10,80-
^ O'`7. "•�Ay. �+ . I�n2 "t "@. ' ,eP ,\ \ _ o \ �m n • sIl(N Re
(/ \ \ / \ 1 M mn °®r IA TEL PRI 12•IBDxe n - _
� 1 e0 � / er INC H d m H 1
\ ♦` ` \ 5 / y fle � � � � m � � grnryh
1 O
ALL
�a �0 1 1
@ .r ✓ � .-_ o • "^',,.... / 95 ,,4 \ L FEEL=IO.Op i ,name ��°' � \ \
v � RIM•560 ,
LL/ps \ '® \ �,I \\ 15.29 S A0`. \ -�q m /' _.. I FFE - ` • \
J@ ,y- ix55 n.50 `\ m16 N0.1s O ( \ = TL e� I'1 . � , L_IOSJ\ i , o o M �1.°° ?...,.• . / ('� \ -- - J . �
qq
J ` AFEA.2BN99P u 5 O "^ 1 o tl a / e
s r I \
C @' ". `♦ \ cB 13-PI x 'p CRIB N 3\\ •m. -
4
\ yy
RM•19a4 14 d •I u 1 •1 / EL=7 � •\ 2 �
DRAINAGE DESIGN / J6.°B I \ __ 5'I // b°, // ✓/ 2.
A DECK
CRITERIA E CALCULATIONS / ° �• 4 0 11u Q ,/ / �q' A / ° e 1 i!� 2s3_ 212 // / I /d /
220 N• +(ps / i �.\ 6
95Y / 23,
EL=7.50
G / / "119= BBT•Ie4pL ;QH _/ ( . / / / /
V = AR6.4
A = AREA OF TRIBUTARY (S.FJ />O� O 0� ` \ `♦ �"'" 2.7 ` LF NO,15 �7� O 0 I rs 12.1-PI Y s. 5 �.••: KIa°� •'/j•/NN, ; {yi \ f / p
V 4 A '\ ♦ �, o ° 9•IODx1 o YE �✓ 'qt3 1RI6 N0.12� RIM•7m II y . 4 tla •�' Lti �9 I ` / / / js /
R = RAINFALL (FT) (\ y (` ♦ `. �a � � t •� os \
G - COEFFICIENT OF RUNOFF (/ LO t\`` (Q� \ \ / ' • R1M•1190 I ARG•1295015F le.em/ ' y��°D �. / / \ LIMIT IN 4 GROUND
0 P/ ` o ° / �/ :xn° 18.550 a "� 5j. "r\ \ CLEARING < bCOUND
(` 0 v 0 l a ae i S G1JI)
a�/\6 ((`O Ott \ \ �♦ / � 6. ` ° J 1 1 \` / b�I c'�'iT o♦ I EL_T.00 / B/ •IM, T r�L + I'�.q+5.00 / `\\ DISTURBANCE
LOt(` O( F 0\`4`�/ \I6a �/ ®. ° 12 •6 ♦ .0' ''•il xs ^° '''r' IM:i,ao / ° $ Rer.Hr ♦; / \\ I 5.69
TRIBUTARY AREA I ` NA F6 �. 1529 W ° o ,/ ► 9 5 ° ° a., / o 'eb 8.696
�o �( / °/ g \ / / r1 / Di o ENGINEERS CERTIFICATION
GB 1.3 Gyt\` , \ '\ \♦ �/ ea 2. / MN 1q/' • BM. MI e I Z \, +612 \ / ���/+5.21
Q ` \ / RIE•,9 9 0 Q R�F466
V ♦ ♦ �, ` ,A9 7110
` r / o NEW TIMBER .
REQUIRED VOLUME \ \ \ / / 0' y ^1 ° o r / nal FLOATING DOCK
27,487 S.F. x 2/12 x 0,40 = I,532 G.F. ` ` / w 2 ` u ` m1B No.r\ r^'«y1 1 ." / 592 SYSTEM n.N `3 d \ I i \ h OFA j•N;�_ter,=<\
r 3 C�18.1-FI \ / AneA.2,ne7 9Fs a , 0
` \ ` .03 / \ RIM11036 \ /� U.....W. /9 B.°J .✓ ! ✓ ./ / 5) „ \ I / (�ry
O s \ - OOr �, e�•.,•m gr•,aR LF .I �..'A -
PROVIDED VOLUME ` I ` \ I�•°ae \ r'`" \P \ / Q
USE LEACHING FIELD NO.1 �,/ ♦ q4 / ° y P5 '• \\ \ I +5.1a / /) p.0
/
(T) 10' DIA. x 4' DEEP POOLS = 1,916 O.F `\ \ t.y 1 0 • q� / .. cB ,PI �+., r 9 °\,� \ \ 1 / 4'* n z
�� RR�I n1.,1 r� el'°r'2� [. ` \ \ 9\�, ( l N +' •.- c�
T\ \
121 / �, F\ •mM1Y1n •i i / - - - �,...,xy1E:5m a ♦`♦ a°Y // e�rko
�\� 9 0\' q- a5/ / ` �4 / @ U 2
TRIBUTARY AREA 2 TRIBUTARY AREA Q " \ \'� ��.;@, ° to ° J 9 �`\ ,.•'^' n: o - •� ten""^. /�& / ♦ 6 / -\ o9oi mo°�ry �` f° .Awa / '� II `i/ 551 /+5.15 pv�' HOWARv DUNG, N.Y.5. L.s.
_3 •R' �( % , `i 6vw1 r// �ry\90bq\r° rb9J $ /D' I i / 2.46 /fit THOMAS G. WOLPERT, N.Y.S. P.E, NO. 6148 2�„ p,pi}`a P
GB 2.3 # 2.4 GB 9.2E 9.3 y `. 50 °'� „`•,. .1s i •« O I / j / ., T DOUGLAS E. ADAMS, N.Y,S. P.E. NO. 80897 '°�j -\� -
'\ Tv led g,` i • I / eII O?- < y WETLANDS LINE AS Dyq'LINEATED BY I S'
`'♦. 61 25 \\ RIM•935 �x",, '^.rr I + + ( �`/ ( �Q �-"' COASTAL ENVIRONM81TAL 4 LOCATE BY /
♦ IE.735 9.T w i b \ Y° (19.14 1� /\ 651 AA22 ¢ /
''\ \ • ,.ar �: 9 �jY- � / 1 YOUNG < YBUN6 BN a 16/09
REQUIRED VOLUME REQUIRED VOLUME �' \ '\, \♦ ,�
10,482 S.F. x 2/12 x 0.40 = 1,292 G.F. 26,247 S.F. x 2/12 x 0.40 = 1,150 G.F. OL 6E it
PROVIDED VOLUME PROVIDED VOLUME \ p1O' ` / .t o " q•r'0j/ ♦ PO I1O0 92 P° \ (IDA) 512TI�.
a y, 1.q2 LM ,.66 FFFa'= \ R! ` b.,` (11.77 }.'ggl'1 /./ .y9 ✓ / I II � / +3.01
USE LEACHING FIELD NO.2 USE LEACHING FIELD NO.-I \ �,�,- \ ,D 183 p ,.q3 6.92 1\ •\',\ \ n5.21 :b / '/ 096 / I / 5bq
(4) 10' DIA. x 5' DEEP POOLS = 1,360 O.F (6) 10' DIA. x V DEEP POOLS = 2,059 G.F ''\ ♦ M•e90 q,75`l! POOL ` 21 tool � / /
1 \ ` 6.25 996aO O EL=11.00 qi (c \\ e (9 e) TO9 \\-I I ,/ 3 5URVEYORIS CERTIFICATION
,fi 1!,
TRIBUTARY AREA 3 TRIBUTARY AREA 10 � `\ ``\ \, a3e 50 1819'Ie9sF '� ♦, ♦ y6\ < I; / ym �
GB 3.1 E 3.2 GB 10.3, 10.4, 10.6 E 10.-1 ` 451 B.TQ`\ N 'o r sr • ,.20 `\ '� ♦ \ 6.41 a.oa \ s.Ba / p- °�' "'
\ \kn '♦ .BO ''♦ ,.04 \ v \ \ {eat (a61 \ \ \ /� / O F .,�., m,��,
n \ CI \J 01.0)
REQUIRED VOLUME REQUIRED VOLUME 099\ .52 \
�. ♦ 1 I B. o •?�`` 66 a.e6. an °'�y \ \ / . 5b, N Cf y, a W ° '4
$2643 S.F. x 2/12 x 0.30 = 1,642 G.F. 44,613 S.F. x 2/12 x 0.40 = 2,9'14 G.F. e59 `.,\ ♦ 8.50 @k .mi' \ (13' '♦U \ \\ i / !V QJ. Y(,(i , r,! dw ,��- ,� (`
J \ \ b* 1 ,. , \ (9.5) (9.91 � @ \ \ %/ 260 Q ��C/1 `J�� 1 O `C� on
PROVIDED VOLUME PROVIDED VOLUME 7p9 �` d°' \ B,sa . 6,890 (14.4) �(♦ \ / h �•'"; m
USE LEACHING FIELD NOB USE LEACHING FIELD NO.10 0'ti ` ° ee r,26n 'd ` \` / O) p 'y`n.''j.',
1 e9 ✓ o MASONRY PATIO \ 9 \ '` !!A
p ` 9.00 ` %,.' y t A LL I' O
(4) 10' DIA. x 6' DEEP POOLS = 1,642 G.F (9) 10' DIA. x 5' DEEP POOLS = 3,060 O.F \ \ . , ^ ba 6.63 EL=11.00 \ 026) / \ d\' / /J. ,1- �O', o 13
0.13 \ ''\ ♦ Y o `♦ ° (DRMW6E 6 \ (96) rB.D) / 6.98 ./@ ' L
HOWARD W. YOUNG, NYS. L.5. NO. 45895
TRIBUTARY AREA 4 TRIBUTARY AREA II 1 ° LP .6 0 9 NEW TINC, D (1001 565 0 //�� (/
♦ IN Dxa ` \ / a.b �.`� / / / 'O ! CSS
\ \, ♦ ♦ r \ (qp) FLOATING DOCK '+
OB 4.4, 4,5, 4.6 E 4.7 GB 11.3 E 11.4 \, o * ° / ` 3'6 " 'EDLP F
\ v o ri \ SYSTEM / '1' S\E\-\NE
\ \ ♦, ° f '} 695 � v
e REQUIRED VOLUME REQUIRED VOLUME �\ \♦. / ` ° s \ - \ �/ a.al ",�,L��/ / ///����
\ ♦ '' ♦ r \ i , h 269 O] LL !1
41,332 S.F. x 2/12 x 0.40 = 2,755 G.F. 13,214 S.F. x 2/12 x 0.30 = 661 G.F. \ \ :� THN ♦♦ � \ + 9 � . 616 y� 52' 6"1,A � !`yr o�y`IL'C3
PROVIDED VOLUME c�112
PROVIDED VOLUME c/ c \ 6'q ``. , \\ 169-F1 '6 B� ♦°♦ ,• + IOD1a5 MID 140.15 \ 6 �.09 /y�� �/�� �I' CJ�'W
L @ ° \ \, RM• 8.03 AReA•2D9s9F 6 S�9jy // +5.m ,dw
USE LEACHING FIELD NOA USE LEACHING FIELD NO.11 GG /j /j -'L 79, \ '\ ♦, I ea , O ` 54
(6) 10' DIA. x T DEEP POOLS = 2,074 AF (2) 10' DIA. x 5' DEEP FOOLS = 680 G.F S O 9o \ \ `� ` / �' •'0'21 0 o D C'C \` \\�b s'3 S gra,\� �p / �"jry
'Y 9@ @S 'ylj \ ♦ 5.961 63 \ p]. TRANSIENT
M TRIBUTARY AREA 5 TRIBUTARY AREA 12A E 120 9^L�°^ c ��� \\ ``, \♦ sl T oo MOTEL
f- 'a O O/ '„yl ' \ '` ♦ . 4 ,1F6� 24
g GB 5.2 E 5.3 GB 12.1 Fa° 7 a[* y ho Y AQ
\ b.al 551
B REQUIRED VOLUME REQUIRED VOLUME 9`�C@^j OJ \`\ `•,\ `\-♦ ` \`\ 611Q S'p 4P;bjTE5T HOLE DATA
13,355 S.F. x 2/12 Y1 x 0.30 = 668 G.F. 123,723 S.F. x 2/12 x 0.40 = 0,248 G.F. O`y \ ` m' 2 4P NO.n \ p PRePORMEP 5Y 1 OONALD 6509c1ENCE ON 6/15/03
m \ \ ♦\ 9'$4 , II•IODx9 ` \,brq 1.� 365 2.6°
PROVIDED VOLUME PROVIDED VOLUME \ b 'wa +" �'''ko /7^ Txxl .114112 y1Ry
USE LEACHING FIELD NOS USE LEACHING FIELD NO.12 ` °�I � ° � � ' F (l o) p
(2) 10' DIA. x III POOLS = 821 C.F (12) 10' DIA. x 5' DEEP POOLS = 4,105 CP6.45 \ 3 15 EL-6.555AND, SAND, SAND,3 00' EL•b.19 0.0' 5L=bb, O.D' R'•1 to N
o a'
61 6.19 \ +\ \ / / r // LOAM / LOAM I LOAM 1 O b
TRIBUTARY AREA b TRIBUTARY AREA 13 TRIBUTARY AREA Ib � eb9 �� ( y 4y�y 4694 3 ELLS 2°' W •369 S"Eus 2s• SMS-1.5
Io' 1
GB 6.2, 1 6.4 E 6.5 GB 13.1 7 16.1, 16.2 E GB 16.3 aAC6 b s. ♦ 0 � n 1 y \a
` `-V"� i/
PINE SATO CLAY ry
v WL=903 39' SAND SILT s t0
`. 4BB' ��•��w�,, 4A> MEDIUM TO Bq
\ ,, \ R0-4 .O bb \x0 FINE SAND 40' BROWN WL=I o, BROWN 56' } ,p
REQUIRED VOLUME ` \ 18.4 7. 0 , SILr
REQUIRED VOLUME REQUIRED VOLUME \ ` A7 ' 653 .� °G-AY° eo6 1OO' °O Q m�
29,133 S.F. x 2/12 x L00 = 4,856 G.F. PN . ` ab \ .'; 6a1 50' SILT•
29,016 S.F. x 2/12 x 0.30 = 1,451 G.F. 20551 S.F. x 2/12 x L00 = 3,425 G.F. \ \ 40 y. 51Ltt SILTY SAND r 1 z
QkLy V
PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME �•• \\ \,\, ♦\` 4Be p 014`1 , 6 �/ SAND 10 SAND 9.0
USE LEACHING FIELD NO.b USE LEACHING FIELD 140.13 USE LEACHING FIELD 140.16 a�. \ '\ ` �'� g}5 \j T35 Tye r161 ISO nO e+�
(5) 10' DIA. x 5' DEEP POOL5 = 1,711 O.F (6) IO' DIA. x 9' DEEP POOLS = 3,695 GF (15) 10' DIA. x 4' DEEP POOLS = 4,926 C.F . d FINE r° FINE ro
b 4.1° REMAINS OF MEDIUM TO COARSE COARSE a
\ \ ` 49y e O FINE SAND SAND O
\ (20)\♦ &!(KNEAD BELOW MILK rV 1O% SAND K
TRIBUTARY AREA 1 TRIBUTARY AREA 14 TRIBUTARY AREA 17 aL,y 6 nRe�n9l s b4, D 61 (TO So ReMo ev1 6RA�L I M,--FII
W n0� 21.°' na
GB T.I E "1.2 GB 14.1 E 14.2 \ \ a•So 0 696 o �� nm '♦ (�
nR4
` GB 17.1 `` i. •• .45 7.40 6.91 > ° . 2
3, 6.35 O LP NO.I99 EL=n5, SANDY 0.0' lo--1.14 0.01 V1
REQUIRED VOLUME REQUIRED VOLUME REQUIRED VOLUME \ 9 / /RIM 135 V rn I�
4,925 S.F. x 2/12 x 0.75 = 616 G.F. 27,313 S.F. x 2/12 x L00 = 4552 G.F. 14,948 S.F. x 2/12 x0,90 = 2,242 G.F. \5/2R 1E•T 5 49 ° 5.1ov� t3.$)♦`• FINS TO 15' LP NE 05-
6%,
5'
♦` L°ARSe 70 ,• \ 'O
PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME TRIBUTARY AREA 19 \\¢'- le -P ° .OQ T92 toe a♦ vµ0l M MEDIUMSAANN•/
USE LEACHING FIELD NO.7 USE LEACHING FIELD NO.14 USE LEACHING FIELD NO.I7 �� R1 y°,n ° IaI d s
(4) 10' DIA. x 2.3' DEEP POOLS = 629 C.F TRANSIENT MOTEL (ROOF) ,4o r e) `
(8) 10' DIA. x 9' DEEP POOLS = 4,926 G.F (IU 10' DIA. x 3' DEEP POOLS = 258 G.F A o ,23 ♦ GRAVEL PL=2sa �Y a.5' O Q m
\C\\ F (a.0 .\♦ CFINE TO OARSE ,O °6LAYC m
REQUIRED VOLUME `\ 4' (5.5) 5AND SANDY 70' • •Fi E N
TRIBUTARY AREA 8 TRIBUTARY AREA 15 TRIBUTARY AREA 18 26,575 S.F. x 2/12 x 1.00 = 4,763 G.F. \ \�6Q T 257 4y' CLAY
GB 8.3 E 8.4 GB 15.1 TV 18.1 E GB 18.2 \ \ s r•.r,al T °LA''E1• V I
PROVIDED VOLUME \ 43. ' AS FINE ro SAW o O
USE LEACHING FIELD NO.19A \ \ / 1961 COARSE u.0'
REQUIRED VOLUME REQUIRED VOLUME REQUIRED VOLUME \ "I� Di myi SONO FINE r0 Z m
(Il) 10' DIA. x 5' DEEP POOLS = 9,769 G.F //+ q�? \ (ea) s�N a iD
10,659 S.F. x 2/12 x 0.40 = 1,244 G.F. 25,423 S.F. x 2/12 x 1.00 = 4257 G.F. 11,900 S.F. x 2/12 x 0.40 = 1,909 G.F. \ k,06�'
USE LEACHING FIELD NO.195 \ gb '-
PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME (5) 0121A. x 5' DEEP POOLS = IA26 G.F q 2y
USE LEACHING FIELD N0,8 USE LEACHING FIELD NO.IS USE LEACHING FIELD NO.15 DRAWING NO.:
E (5) ID' DIA. x W DEEP POOLS - 1,368 G.F (9) 10' DIA. x T DEEP POOLS = 4,310 OP (10) 10' DIA. x V DEEP POOLS = 2,055 Or TOTAL PROVIDED = 4,789 OF. �z.12
nb) ^ - A
(v' 4
9
I � Q
0
0
EN6INEER'S CERTIFICATION
m "
`D D
z,. OF NEW /� ❑
5
HONA
RS 5 �'
G. W .E
OLPERT, N.Y.S. P .. 0. 4
685 5-15n �ysc Sn
THOMAS -`OSP
2"x10" DECKING B'-o" DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089IRO"1 GFE55
5/4' EYE BOLT
6"xb" GAP
12"m PILE
5/4" BOLT 3/4" BOLT 12"111 PILE 2"xl0" DEGKIN6
b"x6"
If �0 2"x8" SUPPORT HWM SURVEYOR'S CERTIFICATION
V O I c p_3„ -J n
a p a o E
`p K m 3/4" BOLT o o
p�p HWM GRACING 6.,X&..
PILE STRAP I N
LL 2"x8° CROSS MLW h
_ _______ 2,:x6„ N��
3/4” BOLT 9"x21"x9' STYROFOAM BATS. q 4� s- i=":,l? N
� '
14 m E
fo
MLA L- 2"x4" STYROFOAM
HOWARD W. YOUNG, N.Y.S. L.S. NO 45893
2"x10" DECKING SUPPORT AJ '� Z -
.L4'-0' .l 1- J
ITS ��I 9 Q
FIXED DOCK FLOATING DOCKp I j W �
PLAN SCALE: I" = 5' 5GALE: I" = 3' o Q J O
OPTIONAL RAILING SEE DETAIL m W r
G"CAST STONE COPING D1 W
12—y N Z U z
ciM
O Z
20,bu ° Q O
2"x4" BRACING .; a �,,'•'i 6 J tq
FINISHED GRADE 2 Q
2"x4" HANDRAIL \� r E IJ Z
EXI5TING PILE (LEVEL) ���j\�/��j X Q O
/ w
5/4" EYE BOLTS o 4-0 �� / e;• BRICK ECTED E 6 r Q Q
2-3/8" BOLTS EACH POST - -_-_ °
o --- +•. A55ELECTED Z z
EXISTIN6 6RADE o HIGH WATER -- :-_ \ BY OWNER Q U
\� " Z w � � �
�- ��\ R•, 2"DIA Q 0
i
(PERMEABILITY, K--��xNHANCED OIL 1 NOTE 0 GMN5E _Erb'--`-`-- I O O,E. U O v N O
' 2" WEEP HOLE
0 12",P PILE ._=='-°=`v III-PT tO • FINISHED SURFACE OF RETAINING WALLS MAY BE CONCRETE
° 4"x4" POST - -- 1`=-�T 1 "D"-MAX. s=I L ^ . : FORMLINER PATTERN OR MASONRY VENEER AS DIRECTED BY m
LO
2'x10' DEGKINb LOW WATER IRRIGATION POND .3-= -.LLI�.�J1I'�' COMPACTED 501L \ OWNER. u
O o HWM ` FINISHED GRADC-
o • 2"x8" GAP j =------ a CONCRETE SHALL BE fee = 4,000 PSI AIR ENTRAINED. � N 3
EXISTING BULKEAD RAMP WHEEL5 - -- --" O
F
2"x8" III 1 III III 4 PIPE PENETRATION - - - WORK SHALL CONFORM TO ACI SPECIFICATION 301 01
-
_ _----` - I - \ LATEST EDITION ` N UCI '.
5/4" BOLTS = 6 xb Q = IN. f 1 •' ° I U 0 m N ..
• ALL CONCRETE ,iDo�`'
"x4" SPACERS .._ _______ _................. - - O z O r-
6"x6" BOTTOM --_` —�—r 4:1 5AN D/BENTONITE MIXTURE OR PURE BENTONITE CRUSHED STONE , M w LLI J 3 0
III A U MLW -µ ^,<#_ . '' =T= D "1 v Q U < O
x _ III= \ 5'
I ❑ ❑
HORT = ni
9"x21"xle' 2"x4" STYROFOAM 3/4" BOLT5 P ; °,.' CONCRETE RETAININ6 WALL $ w
DOWEL O
SUPPORTS PILE STRAP s L. P N L Tr a
PILE STRAP STYROFOAM ,� h' 0 W SIZE 0 SHORT D (, '
BATS EXISTING GRADE C I'N a•' LB ' ,.I 3' Y-0" 2'-e" SPACING DOWELS O U d
DW N4 ® 18" NONE N4 ® 1B" 4-N4 N4 ® 18" NONE N4 ® 12" (�
POND LINER IJ, 4' V-]" 3'-3' N4 0 18" NONE N4 0 18" 4-N4 N4 0 18" NONE N4 a 12" U
NTS 5' 2'-2" S-10" N4 6 18" NONE N4 6 18" 4-N4 N4 0 18" NONE N'4 0 12" J o
e' 2'-5" 4'-4" N4 a 18" NONE N4 0 18" 4-N4 N4 0 18" NONE y4 ® 12' 0 3
ELEVATION
w
FIXED DOCK, FLOAT WITH FLOAT RAMP b DREDGE BASIN
FINISHED
bRADE
DETAIL - CONCRETE RETAINING WALL
GAP STONES N75
3 TO 8 TON EACH
MEAN 111614 AATER
CONCRETE
SURROUND
6"REINFOROEv
EXISTING, 6RADE
EXPANSION JOINT TOE STONES
Sm NOTE 2 MEAN LOW WATER \ 4 TO 5 TON EACH PG,1RAO5 1-1/2" WEARING COURSE
TRENCH DRAIN g 2-1/2" BINDER COURSE
SLOTTED CAST IRON AS MANUFACTOReo BY
RAIL AND GRATE ALO POLYMER FRO01,CT5,INC.,
OR APPROVED EQUAL a 4
b" RECYCLED CONCRETE BASE COURSE
3 a a
;' NOTES: — TR III- -
L V-II .• ^ '
PRIM
I.A minimum cororeke strength o!4000 P51 le nqulrad. m yyy— _ • m��yly r,� ma
• f LLL _ J1 I„L.aJI LL!
VIM. 6" MIN.
>7 i _ -
- -- k r alfimInatis air ockeb.
- - - The eonereke shall LTe vILTa ed
111�101�II,"., 1" " •, ':r"'I�j 2.The PNbh.d level of the coronal surround musk k» — _ _ _ _ _
• I b" STABILIZED SOIL BASE
J—�—� mm—��m
1]�-Ff-W-=IL til=li , tqi approx. I/b"at o the top o!the channel edge. Ir
1 11 � yyy111 m—yLlm—llym—
mFmm-..II r.-Il6vll ,a16 -1 =1 Inlrr.-11.�IfcTk.II.�II 9,Rehr ho ACOS lakeeL Inekallaklon IroWctlone for - -�—� -- �— —�
complete details. FINISHED GRADE
II�i
BLANKET STONES
5 TO IS 1_65.
TRENCH DRAIN
NTS ROCK REVETMENT5
1475
ASPHALT PAVEMENT SECTION
NO
LEACHING CATCH BASIN USE CAST HITS
F
IRON FRAME 4 &RATE CAMPBELL
FOUNDRY, PAT. N0. 3407 OR APPROVED
m
EQUAL.
p� t
NEW ASPHALT PAVEMENT dam, M D2 e R a
t"•'?"^ " CONCRETE TO BE 4000 P.S.I. AT 26 FINISHED GRADE aRAv13PAv1:'ceo.aRlo PAW ? c) '>3 •�+ o R•a
FINISHED GRADE 050' DAYS. PROVIDE EXPANSION JOINTS 4.00' 2.00' rtrvleleLE erReluREe,INa as APProsEO EtlIAI al' O trj r' rn `� �` q
1 m� m
- I•. 00000000 ,,: 20'-0" O.G. WITH I/2" BITUMINOUS JOINTS. _ �� C� N O
� . QQQI]0000 OAST IRON FRAME ! 0.
a 00000000 `• GRATE CAMPBELL VER PAeRI
FOUNDRY,PAT.N0. : \ \ � O Iron ECIEElFL awo� AG
ooa0000 5471 OR APPROVED i \ \i .:,. .,tt.;::.,,' .•..:',,,:;c
0000000 ° ,� ;:,::;' III—L— S� M
000000
—wi —M-1 _1 11-111-
_G
— -_G 67 I I I=MTI IIT I'I7 Ii l 1 l=1 I .2 er d ti a
n m cJ d
R 4" CONCRETE SIDEAALK O O �•I o O �•.,
O.6T, >'FECY4ED CGNCP@TE egEE � F Q pt
FINISHED GRAppp��� O`B• 2_2„ 6"x 6" WIRE MESH REINFORCEMENT D ai
rLPaP ba LMRVATIPAW IO ETO CONT IN h Q
\1111 4" x 2'-6" CONCRETE COVER SHALL .0
g BE SET 1'-O" MIN. BELOW FINISHED
GROUT AROUND GRADE STABILIZED SOIL BASE AmAaENr EaIL eLevAncN ro ccrvulN aRAYEL
ENTIRE PI
e
--
- CART IRON FRAME < FLUSH CURB CONCRETE HEADER WITH SIDEWALK DETAIL GEO-GRID PATH
PRECAST SPUD WALLORATE CAMPBELL FINISHED FOUNDRY,PAT,NIO. NTS NT5 NT5
!! .
RING AS MFG. BY GRADE 5401 OR APPROVED
DRAINAGE PIPE CARLSON PRECAST SSUAL. O N
OR APPROVED EQUAL. I
8
IOc0 F51 PRECAST ueuPPA�E'Paw PArw.T4mlu
a
PRECAST STORM Y •{„ CONCRETE BOX MFG. Z
DRAIN RIN65 AS a DRAINAGE PIPE O ff' B/Y�VED
FG. K ME NT OR � ET UWRgEmRnmEe.Ncax O m�
9 MBY CARLSON o
PREGA5T OR
APPROVED EQUAL. H'-e^
i• *:=^`- "'�" PRECAST RE.INFORGED TCP InIL 1 IEEG PILRR PbW O //I A
=00 gi• " CONCRETE BOTTOM `LI
b" SLAB E EUMB I �+
3 �L�Ulll N — — —
T6ROUNO AATER �111� 1, 11- l -LI I=111-11 -111 -111= Fn
1
N NOTE 5" CRUSHED STONE 9" TOPSOIL A SEED 111 A71111'r!
�-' I��T TFLI 1�ll
= LEAGHIN6 POOL WITH CONCRETE COVER I.WALL REINFORCEMENT WILL NOT SE REQUIRED TO A DEPTH OF 910". G d R T T
c 6 < 6" RECYCLED CONCRETE BASE ♦^recrcLEv �EueE 1"'7 v
i 2, DEPTHS GREATER THAN 9'-O"SHALL HAVE WIRE FABRIC a 6" RECYCLED CONCRETE BASE • 1 l
c O = LEAOHIN& POOL WITH OAST IRON FRAME 4 OOVER _ _ _ _ T O
9 CONCRETE REINFORCEMENT 9"x12", 1 AND 2 MIN.VERTICAL WIRES - — _ _ — — 4eZ, '
a_••—a A —° APII h EOIL kYFVATON LE`9L p
MIN. DOVER. 1—�(�— rN —� WP enH O b" STABILIZED SOIL BASE 0]
S. 5TEF5 REQUIRED WHEN DEFTH EXCIE D5 T'-O° 6" STABILIZED SOIL BASE 1 = — — — E N
STORM WATER LEAGHIN6 POOL/ I�.� L
GEO-GRID GRASS PAVERS FOR EMERGENCY ACCESS o
LEAGHIN6 CATCH BASIN FLUSH INLET CATCH BASIN Mo 5LA81 CRUSHED STONE PAVEMENT SECTION STABILIZED GRASS PAVEMENT SECTION NT5 r z
NTS NTS INTO
QD
NTS
DRAWING NO :
E C-5
9
I d �
\ 00
LANDSCAPE ARCHITECT'S CERTIFICATION
/ 4
WP�O.�rO4W:mI APLOCATION MAP 47 o ySGe `,.�j9 ''`>r\
��, YSCALE: "=600' p
F[;�� 'r'Yy
ZZ
jo q45 RONALD E. PFUHL, N.Y.S. L.A. O. 144-1 ex`''�``=�"'�� "'✓'��/
/
YY it .f G Sr9'i EV01'b1�'�_
//td\�t pp,)
OY\O���� pt`)Y\�\a\, \\\ sw ` \ E'f0^NOO,♦ 1
�' ♦ \ yip
lll1plo o
{"
♦rrr �',ll lrl,ir � _� ��
TI
l rrr/r, lIr �� t ♦ \ ti ♦ N ,O
°t pA��\ <o h \ / `\ G
��• � or . 1// e A 6�n 9ILIAll60 \ rc
L
Ell t
��" F�o baa 0t \ 9.f\(<1
.f\(
I p`� pcpd�,(ap\\ \ \♦ - U\hR \.\ GhE\\ ` \� / O W Y
U 0•d . \` /`✓N` 5wI9 res / O \ i <O ♦S' \ \ \ J 0
ry
Lu
nel h0 \ ..`. ` N Z Z
W.O��
ci
Vk 0 'I, I 9-P5 \` ` \yi I m\O \ < \ G^:p , SCS \ \ a,` \-_ i / O
0 / \v/ . \ ` -� 'NB / \ I i' \\ y9 �n \ � \ \\ �♦ /c� E W J
IZ Z :D
IL
0 < 0
POND ++ \A c^ �,. X F N < Q 0
/ / �0t\t �' t \ // , .r•/ \ �a\< ooh 1 I I \, \` \ `' c� ~ z C) Z' y, >Z
\\♦/\,( ��� i" Q Q p Q N
T_
\�♦ / /-" "�` �p`f` 0t0' e�.�J� Y\ kb� ^-' > m\ \ $ / + /' `\ u o J a
+ 9 UNIT \`\ ., Lr)\A d'./ sleepin9 rooms `. // /�, O
N > (a/7 O`
\ $ ww 3
O
XP
0� /// OF° // + /. \`\ 9-n ' \\ m DI ❑ 0
\\ ♦♦ \ ¢ 9,N � / ^ bl a� / ^ o/+ie 3UtA\�poms
PONDm7pA
10
\\ ,`♦ \`\ - / LA1W / ; . ` /iii 00 ,-GJ // 2I `\\ 9,N 9�L% O^ <
\ ``♦ ®® C`\ bN9 / g // / / + B UNIT IQ m \\`. ��/gyp he
�\ ` . "YJJ6�' / / ~ l ♦ sleep\ng roome `\\ 'A Cfi 9n
♦ O \m STP s / " p `. ,u \\
de
/ \ \ ♦a I / �'n,s� +�'
<
sTIV
\., `\ + / / 90tH B-Pc Bleepin rooms 18 m\ssQ � 9-P5 \
�� ``' ♦♦ e-oc . l � � ,B A .i:a � -ti/�F71 I BIeaB UNIT T v`v
roome
9 h '2Q \ .�2. \ a♦ \ le-vr f ," / Ls _ TRANSIENT h(o1 1.
n 0 ` 's/ ♦ / of n. / - 4o CAFE-TERIA PRIVATE r MANg6ERE i / \•
LEbEND \q Y •4 \ / Ns Rd+ e \ o _ /5o/// (prNate re ININ6 HALL / RESIQENGE r /
ANNEX�Ont)
lip\ / 3 ` ♦ ` ° �g Jr / y�
^NIY' ' • EXISTING TREES TO REMAIN 9'S�T en ♦ `\ 9-Ps \ �r \ \ `
d
,-cv / \ \'oO / // GOVE�Q/DECK ' J _ \�•^•• _ \ /// i�I i, �/ /
''..
• JAPANESE PLANTINGS(BY OTHERS) - p 9 Q o Od°) \ \ ♦, \`\ / LIMIT OF 6RADIN6, \ \ \ i//'\\ S / �S• / 'F
/.���� °� `0 t��tV tC/�\` \` ♦`a 6• \ // `4. / p `0,2 f e / i POND " t�Ov- �}j4 �; 'S,�p� I \CLEARING 4 GROUND
N DISTURBANCE
. �/ tt`� °t4°�\`4`��/ `'h `'♦ / `/ fs [� , / �9�T � � / / NDi Mere \\\+�, � ^ I ♦ \I // /// /���0'!J
POND/✓
PLANT SCHEDULE
NEW TIMBER \ /
/ / nb) FLOATINb DOCK
\`\ `♦�/ � ` p / / SYSTEM t,.91 �� � �\ `\ I � �� 06, A-
TREES . ` ♦ / / \ / 5) `� \ �` / I Dry O
Orr SYMBOL BOTANICAL NAME COMMON NAME SIZE Resor
"\Fs •.♦ `` 2-"s + v / H9� 6jf; g '��'� � \ ` I 1 i / 0' 7
\ \, \ / / + /, BPe �Tw 01.T) /,{G \�p�py' \' ,\ % i \\ ref Y)ry P
9 AO AMELANLHIER LANbENBID SERILEBERRY e'-10'HT. BHB \ ':\ / ff / yO
♦ ♦ / e_,IA r� ry VN
]D N9 NY55A SYLVATILA SpMeM•I 25-S'CAL. BHB \�y, f / / ^ I�
�`{/ "' \ `\ / rl / C'P 029) \���\� (65) ¢y r WETLAND5 LINE A5 DiLINEATED BY
tore q • I COASTAL ENVIRONMENTAL 4 LOCATEip BY / & '
21 Lc OreRcus cocclNEA scnRLEr oAx 25"-s•cAL BIB ♦ / O /
2 9J 90 IIA" ONILA REBENT' REbENTy OLORTREE 25"-9'GAL. BHB \. \ I N9,q) / / A
y. � ♦ � I p` � I Ir YOUNG < YOUNG ON 836/03
12 eN 9ALI%NIVAE 6o MWB:PIN5 NLLOW 2.515.IAL. BHB w \ ` ` } //��\� (121) �• / I /
EVERGREENS
oTY 5ymEf,:ILj eoTANICALNAME COMMON NAME SI2E ROOT \`/5''\ ♦ / \\\ POOL \`� •pQj \\ 01A) +(qb)
\, ♦. / ` LL EL=11.00 ` __—=)•�` \ (II. y�_ry' \JI / I / 3' F
Ie Lv L ICs OEOOARA VWVARA GEVAR 6'8'HT. 54B \ \\ \,. \ .\ � i/ \ (12.0
BE LJ GRYPTOMERIA"NPONIOA d PM6:£LRYPTOFIERIA 6'6'HT. BHB \'\ `♦ \ \ S. y
W N JMIfU"V"N~ PISTERN REV CEDAR 6b'M. B40 \ ♦ 'G \ \ / F' 4 g
,5 PA PILEA ABIES NORYV.Y SPRIG¢ bb'M. BIB \\ \ ♦`'♦ I \\ 9 . _LL 90-19 \\ \ CIA) (I2. ("IS) `� '(S \\ \``\ %/I / N!}r� �� G♦T U ��
D, P9 PINN STROBI9 EASTERN WfITE PINE 9 GAL. LOM. p� ♦ \ (99) (9.9) (14.4) /
q6 TP TM A RILATA N£STB3N AftEJRVITAE 6bHT
' . BIB `� \ ` `- / ` 1- -:-
00`P' MA50
` `'♦ \ ` 025) / \ '✓ / T �Ay V , �'' y
5HRUB5 \. \ ` -io \ 46p.
C�dOTT SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT ��T \ \\\ ♦a,♦♦ ��'�.\` \ Ao a®® \\ NEW TIMBER (ICA) / 3o ii,�y� Day, // i' •ry" _(� g w eq F N ILI
(9.4) FLOATING DOCK !." /Cy A
115 Ab A IA 6RANOFLORA GLOSSY ABEI.IA 9 GAL. LOM. `` \ ♦ ♦ / \ / T\ti // / ry ^
\ ♦ \ SYSTEM I moi' V\1'� /
b LA GOTONEASTER MICULATA GRAI@ERRY GOTONEASTER 9 6A1. LONT.
\ D.
♦ \ I VJ� OJ R1[�
EO HS w919 k6 SYRIK RosE or SHARON 4''V HT CONT. \\ •,` \' ••" ` use \ i — ' 2g6W / Orl" IZ z
� ` \ (�
a \ .\,, .♦ \\ • / LAWJ 51•yOb, - / S' f� O F� ro o rs C
154 FT MYRICA PC VAN10n NORTHERN BAYB y B'4'M. CONT. C c `l '. .♦♦r4, ss ��'�0' U/ �I. 0 ``' Cic+,d�
22 PL FWfN15 LIBTENA RhiP a MAP SAND LHERRr 5-1 Hr G T. G // h \yam \ O
Fl S PM PRMrs MARITINA BEALH PLUM 9 GAL. LOM. G/�hOL /q 9L 90 1�O e
16 VT VIBLfWN4 TOMEMOBlM OOL9LEP LE VIBIRNIM S'T'ET. LOM. S'JQ rO^ �hiG \ \ `♦,♦ \ D 2-Ns
TRTEL
ANSIENT \� \ \ // 93?'A,� ym 1�1 � ,� �' o
o Ie wF vHEISELA FLLRIVA OLOFASHIONm vreISEV• 96AL cANr. �0 p oh O�j3 \ \ `♦ . ` -(�-boy_ \b.pl-
c PERENNIALS 4 VINES o^y `� `�` ♦ `\ \ \\ �" bb. �i� -pb
OTY I SYMWLI BOTANICAL NAME COMMON NAME 512E ROOT r/• n \ @�\3•
vl
9 55 MS MI9LANTH1551NEN915'bRAtILLIMS' IMIVEN GRASS96AL. LOM. JdQ \ \ .♦` \ ��r � � (LO)
Sp ILI
16D NN NIPPONAt4 6 NIPPONIGIM MONTNIK O"BY
191 PH PENNIBENM ALOFELUROIVES DWARF FOIMTAIN bRA'fi 96AL. LONT. '\)J•... "r �jU '♦ ` /`M O N
It
♦L•'' 'N\\
el, V
V� DECIDUOUS TREE +�iq7 \ \\, `�� � + � \'% r p REMAINB OF O �4 0
iX
NOTES: � \,.�V� � 4 V A, ♦ iY'y. '" , PV- (2A)A� 9ULKHEAV BELOW MLW ��
REMOVE ALL PLASTIC ! WIRE TA65 ,." u ��� .� , �:xl`],y I'\/ EVERGREEN TREE t+ \ ` ♦.♦ `\ ' t ' Dy, (q70`3' A, (To 9E RENuovev)
REMOVE ALL PLASTIC CORDS FROM v'm.>_�, T =
MULCH TO BE KEPT AWAY FROM ♦ -Nb ♦ /
TREE BALL, IF PRESENT �4J1 �• �f ' (L TREE TRUNK v v `. ` -y� ..R I `� ♦///
IN 6ROUPIN65 OF SHRUBS, EXCAVATE
AND BACKFILL ENTIRE SHRUB � tiG.yr--4- SHREDDED BARK MULCH a 3" DEPTH
`�+11-� __L "' �` P•�
BED AREA KA-REPARED BACKFILL . ^r- - 501L SUAGER TOP W/MULCH \\ \ Uj ` q5j♦`
MIXTURES. \\�$4 Js �♦ 1••1 U 'o
5" DEEP SHREDDED BARK MJLCH SCARIFY ALL SIDES OF PLANT PIT \\�" BT % \ 2-M' 1�J il'.l(4� 1' aa♦ 4") ^`
PLANTING BAGKFlLL MIXNRE \�5i I-s.l nsJ O V/ d
NOTES: '\Q•, To- 10-W
(a.0 ♦q`\ 4-) m
+ REMOVE ALL PLASTIC AND WIRE TA55. \ ♦S „ • •P� In
BILIN "I IBICII re 'Ir tT�5) E �
5 r,.1
W. F ,• PLANTIN6 BACKFILL MIXTURE m=
* REMOVE ALL NON-DECOMP0515LE CORDS AND \ •}•� e m
.,p a, �V',:'1iJ ',(':", Y BURLAP FROM THE ROOT BALL, IF PRESENT.
Do NOT EXCAVATE LOWER THAN THE ROOT BALL.
�l
BALL DEPTH. + DO NOT OUT BURLAP FROM SIDE5 OF \ / G"' f% �' [sel P•� z
-III- —I + SET TOP OF ROOT BALL I" ABOVE ` \\ 1q 7•\� (6p) o N
FINISHED GRADE. \ NY �({°O(.` n.0
SHRUB DETAIL TREE DETAIL * REMOVE ALL ACCUMULATED 501L OR DRAWING NO.:
NTS NTS MULCH FROM THE ROOT GROWN AREA. P�
g + REMOVE ALL WIRE BASKETS FROM /
ROOT BALL, IF PRESENT fib)
I T II