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LEACHING �
ALL POOLS ARE PRE-CAST SEPTIC H. E
cPO SCA EDETAI� 0�
L NEW CONCRETE LEACHING POOLS 0 mw-
LOCATION MAP SCALE 1 "=400'
LEACHING //----�� EXISTING P.V.C. FORCED SEWER MAIN A.
POOLs—
J` 5 2
O
NEW s o s ee' CORNER POST IT
LEACHING
LEACHING N -
I. POOL 164' 'ca.LEACHI ¢ �'
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LEACHING n+' 0 s 1a1 NEW ^r,_ �"L ..
U POOL LEACHING x
791, V, '�s• POOL YAP RFR MES
1.) TOPOGRAPHIC MAP PREPARED FOR FISHERS ISLAND CLUB; EAST END ROAD;
FISHERS ISLAND, NEW YORK; CHANDLER, PALMER do KING; NORWICH, CT.; DATE:
NEW 0 s o %�l NJANUARY 19, 2001; SCALE: 1"=20'; SHEETS 1-4 OF 4
LEACHING LEACHI NEW 8°
POOL reo• POOL I WATER w MAIN o 2.) ASBUILT LOCATION PLAN; KITCHEN ADDITION; FISHERS ISLAND CLUB; EAST
'2A END ROAD; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER k KING; NORWICH,
CT.; DATE: MARCH 13, 2000; SCALE: I"=40'; SHEET 1 OF 1
\74 1N Y
e��Sl NEW LEACHI �� Z
J
l4'c LEACHING POOLf aza m
POOL 16p EA U dQ�
7. 16, -1 OL 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED J y
lFP.o ` Q SEPTIC M.H, 9J'• HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO V 2
BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE U)
F \ ENGAGEMENT.
W' Z 0
\ SEP H. � 2.) IT fi A VIOLATION OF THE STATE EDUCATION LAN! FOR ANY PERSON, UNLESS a � Z Z Z
\ 0 \ - ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN K
EXISTING C TAN GAL. \ O
SEPTIC TANK \ ITEM IN ANY WAY. 0 p _
La
0 \ SEPTIC M.H. ZZ I—
\\ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S d - F- V
SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF
\ THE LAWD SURVEYOR. Z) Ed Ua~a1 V) U
TENNIS COURT TENNIS COURT O_ V) WO
Of
u, 4.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, �I w
s\ SECTION 004, BLOCK 6, LOTS 9, 11 h 12 =
ELEC, CORNER POST W /n
BOX 5.) TOTAL AREA = 43.03 ACRES. = L'- —1
N 1aBENC MARK 6.) SITE IS LOCATED IN R-120 ZONE. V) Z
EL . NAILE4 - 11.40' LL_
DATUM: NGVD 1029 7.) APPLICANT: FISHERS ISLAND CLUB L -
APPROXIMATELY C/O PAT SCHIESTL
1000' TO NEXT EAST END ROAD EM HC w £ FISHERS ISLAND, N,Y, 06390
ROAD u, B.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL
�--- SYSTEM.
PROVIDE RAIL t APPROXIMATELY 9.) BASE FOR LEVELS: NGVD 1929.
PAVEMENT w FENCE 2000' TO NEXT
PENCIL STRIPING EDGE OF PAVEMENT ROAD_ 10.) THERE ARE NO WELLS WITHIN 150' OF THE LEACHNG AREA, _
83
LAWN
AREA EPTIC
G PARKING t SPACES) CONCRETE M.H. SEPTIC Ln
EXISTING PAD —1 M.H.
PARKING ON SITE 235 O J Z 0 o
(TOTAL HANDICAP I SB \ \ fl EXISTING 5,000 CAL. 3 -- - w
SIGN 8' �O \ \� O SEPTIC TANK o \
SET BOTTOM OF w Q \ m U) 0 0
SIGN 60" ABOVE BLU'ESTONE �O \ - E 0
PAVEMENT WALK
LIGHT LIGHT
LIGHT LIGHT LIGHT s BUSH
LIGHT zsD CAL. O
i
LIGHT GREASE TRAP m p TENNIS COURT
y - BUSH p SEPTIC h I a
a 0(TYP.) pp M.H. BLDG.
I -
BUSH\o
LIGHT BRUSH LAWN BRUSH ELECTRIC 5 (NP') O 0 h,C' MAA 2 9 2007 I o
TRANSF. O
O L - Z
ELEC, 'APPROX. LOC. f
OUTLET WATER SERVICE m X = S1EPS --i
LIGHTS 0y STEPS , ." z
yue,,.�ne,c,,.-.
O p o° a 12" ,. _ .., m
BRUSH —FLAG POLE y 3 �- o CHERRY O�
WOOD R ..y1� / o 0 0
N i y w V o TENNIS COURT �`t� ' APPROVED AS BUILT a
:HT �,I� PINE W.G. TWIN 12" Chairperso
,w'1^a
iy a � CHERRY B„ 0] � I
Ilk �` i'Y PINE �, a
7. x,T. PINE RAMP W RAILS "A CH Date /"r' 3' �G� z D w
STONE LANDING n . Y / BENCH MARK g" BRUSH �T'"-' "' Y
PINE ELIV.N�LZD•37' CHERRY a m w m o w
PINE DATUM: NGVD 1929 LIGHT
BURIED I C(:Fyp DATE: 11/04/2005
FF FIRST FLOOR rr "
'Y1 2 BO%LL ELEV ELEVATION SCALE: 1 = 20
QUALITY CONTROL CERTIFICATION LAWN a � ' y` a�� SF SQUARE FEET
GROUP REVIEWED DATE l J
STONE WALL
ERodEcr AGER /K�} 5•zv. hbri; x "E� „ �� 1"6 BRUSH JUNIPER
MALA -7 `�`�`' EXISTING TREELINE
SHEET
ENVIRONMENTAL �xi�, ( '4F „
1 OF 1
CIVIL 20 10 0 20
sTRucTJRAL GONG. 6" PINE
ARCHITECTURAL ;�� y y GRAPHX: SCALE IN FEET
FILE 34821
21`1` LKIC01°I
F. M
PROVIDE 8 V N
SURFACE ONCRET ,COURSE,SFA cuss "c' LEACHING POOLS PRE-CAST LEACHING POOLS 7 $ w
CONCRETE, suaucE ra ee ( ) 1y O
FINN 1HIM WITH A WOOD FLOAT (SEE DETAIL {�r`
F. Ia DTNER aPPaovEo MEANS MATCH EXISTING P001L� !2 SEPTIC M.H. 1 Thu v O m v
S' CONCRETE
INVERTS-11,01± \ 01 Inrnlan a 001
le-,. Io-e to-± r E
else t/4' PER FaoT t-1/2" 4 4" DIA. KNOCKOUTS ' \ *FRO ..4" PVC TO °'J Il.. - SEWER ss s- MANHOLE f2e^ canvEL ensE // ' EPTIC M.H. V0, FO G� to-,i0Io iwa toeCOMPACTION PLACED WIRE IN E M AFTER &6 ±MESH WELDED p t ° ° ° y'N /���0 _SEPTIC M.H, m
w Twa couRSEs l (� secureroI +/s• . l , , Y'�^\ S \ Q s ��- ^ CD�✓ GV.VARED STI 1 POST / ail"'! / /° t s-ACROSS ESCTION `e e e vvv o wVA U) (A" e \CuwNlrEo ears JBRICK 0R MASONRYJOINts sancc0 nPPao%IMA1ELr 12' 4"--{ F- e'-D" DIA ° I PARKNG 0 TOP' I mmm) / �. SEPTIC M.H. y'\ " / TABLE k INVERT10-5 y � Vo
OrvIOrO Irmo arcuncLEs ns aEDUlarou,iwANE naFr Mellon `�� Q ) / 4" PVC '9 fr
S* coNcaETr IN�°4"ETIr n / `< SEPTIC M: / CLUB HOUSE �j
DRY WELL FOR ROOF DR4INLAGE � 0 6
CON C� 5'-0' ro GRADE 4" PVC FROM CREASE TRAP w Z ai
D^ GRAVEL BASE CROSS SECTION _C AS 1� -Id h
NOT TO SCALE \ Av \ `� 3 m
MANDICAAPI PARKING. SIGN A t \\y EXISTING LEACHING POOLS r W 10
/\\�/\\��\\//�\��\/�\�/�\�/\\�•
NOT TO sGxE Q,� ( ) aur v m
axe 1,000 IA wELDrD t` BLOCK CONSTRUCTION
LONGITUDINAL SECTION WINE H \ �' SEPTIC M.H. TO BE REMOVED AND�REPLACED / / a°^1°� o
5' CONCRETE SIDEWALK \ SEPTIC M.H. ( ^I ( /i WITH NEW POOLS (SEE DETAIL) G m O
NOT TO SCALE \ O Qr 1 MAINTAIN EXISTING INVERT ELEVATIONS r ,
6"1 4" DIA. KNOCKOUTS ! ma _ J, Pvc
In v o v v eve \ I SEPTIC FROM �4=QVC TO \ [ J
'eve vvv one \ 1�
Ove EXPANSION MH ,#1 SEPTIC TANK
I AREA ` �y✓ D_ /� g0
iya;.%
ABUTTING OWNERS.
/ V
JOHN N. IRWIN, m ° ° eFITC
'_1 LOCATION MAP SCALE 1 "=400`
FISHERS ISLAND, NY 06390 4" I- e'-0" DIA _I
�c1A Q ,SEPTIC M.H. \
OTHER LAND OF I � y0\ \ y \ i
FISHERS ISLAND DEVELOPKW CORP, NF\ / \ !'\ BRI TABLE h INVERT IMP REFERENCES
LEACHING POOL DETAIL T \ ` _H? MANHOLE PLAN
NOT To SCALE p s\ ( \ SEPTIC M.H. 4" PVC FROM 1J TOPOGRAPHIC MAP PREPARED FOR FISHERS ISLAND CLUB; EAST END ROAD; gOf NMW yo
Z \ EXISTING 20000 GAL. \ O\\ w NEW TENNIS FISHERS ISLAND, NEW YORK; CHANDLER, PALMER k KING; NORWICH, CT.; DATE: $ PPO 1.sr yy
/ \ Z PAVILION
o \ SEPTI TANK �\ w JANUARY 19, 2001; SCALE; 1"=20'; SHEETS 1-4 OF 4 Qcv' qO�
Q \ SEPTIC M.H. M- _
BENCH MARK Suffolk County Deportment of Health ServiM O r\ ` \ Y 2.) ASBUILT LOCATION PLAN; KITCHEN ADDITION; FISHERS ISLAND CLUB; EAST H "
A ravel for ConetroetionAther Then Si Io Tamil 1- a END ROAD; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER h KING; NORWICH,
P.K. NAIL PA g Y \ \ 1
ELEV. - 19.00' \\ TENNIS COURT CF.; DATE: MARCH 13, 2000; SCALE: 1"=40; SHEET 1 OF 1
DATUM: NOVO 1929 ReferenceNo, - gra Flaw //j!/30 N z TENNIS COURT �� f F4 1��N
3 9 k
Ueolel PROVIDEHANCARP \ SEPTIC of v
Those lana have been ewed for general eonformmce with Suffolk PARKING SPACES ELEC. BENCH MARKDESIC+I DATA '
P BOX P.K. NAIL
L)OI11tty Department of Health ServIm standards, feinting to 1YateT PROVIDE DPNMEp \ / ELEV. 11.40' \ / EXISTING_, PER REF, MAP R2:
supPiy and sewage disposal, Regardless of any omissions. SYMBOLS \ DATUM: NGVD 1929 \ APPLICATION RATE: 1.0 G./D./SQ. FT.
hmonsistenciea or lack of detail, construction is roquied w IDL. it, WATER USE: FROM 2004 METER READINGS = 2575 G./D. (APRIL-SEPTEMBER
urcordance wlUt the attached permit Ooaditi \ \\ AVERAGE)
standards,unless y e epartment.Thisapprevid / APPROXIMATELY �/ w \ EXISTING SYSTEM PROVIDES 1582 SQ, FT OF LEACHING AREA
years rom tho ap k, dad or to 1000' TO NEXT EAST END ELEC. \ \\ PROPOSED W/ TENNIS PAVILION:
L 0 ZOQ5�\ ROAD / �AD M.H. N \\ \ \ / APPLICATION RATE: 0.3 G./D./SO. FT, X 590 S,R* - 177 EST, GALS,
\ Approval Date ewer \j \\,\ PROPOSED WATER USE = 2575 G. + 1770. = 2752 GALS/DAY O
APPROXIMATELY C REQUIRED LEACHING: 1077 GALS, X 1.0 G. D./SQ, FT. = 1077 S.F
\ ✓\ _ > PROVIDE 8 ADDITIONAL LEACHING POOLS.
\�
4-PROVIDEELY-ADE WIDE Y1 / 2000' TO NEXT !0 CC� ..-I
\ \ \ \\ CONCRETE SIDEWAUE+ \ \ w \\ OF PAVEMENT // ROAD_ \ MSXIlttM A I OWiAI C SLuRArN FLOW `
\ \\ (SEE DETAILS 61 / \ SEPTIC \\ / SITE IS 43 ACRES, LIES IN MANAGEMENT ZONE IV ICH ALLOWS 600 g/d/acre. --I Ym Q
\ \ nA LAWN >' �H. \ \ ce,ALLOWABLE SANITARY FLOW IS 43 z , g/ / are C
\
PARKIN'
/ lJY 6 2
\\ STING SPACES) \ Q ^\ E \ - _ --
911W
/" ,SITE 2 _ \ \ Ut\ \ V"LF�'fB. 0 L � L
�OTAL oe,RKfNG OR_ /� - \ UNE, F R Of z
BE NEW S \ s�PTLC\ O �LTI 0 p 4
Ii.CHEN wA1STE
M.H. \ �Ln \ 0"i--�10" TOPSOIL W W J 0 z
\ ' X P2DLSE_E`pTRAP w SEPTIC\00� VERIFY INVERTS m \ 10"-30" SANDY SUBSOIL u.I Q (fJ �7 III
\ \ o AT THE TIME \ t
LIGHT r1 \ \ \ \\ \\ _ M.H. OI Z Gt PROVIDL�_� \�� WATERG0 96E/MED. SAND VI
\ F OF CONSTRUCTION ^`� / �-- IDil o
=1��__\�^ \ \\ \ 1 \\ EPTI MAH HOLE 2 \ L Sy GROUND WATER ELEVATION 0 2.5'1 DO Vj ,6 g �
PR0V1 QE� (SEE DETAIL) w
P PINE\ 4 '1f I
STEPS yI �'�- _ �--`'- �� \ A�X 6^ \ HOLE 1 F - APPROXIMATE TENNIS COURT I 13.37x 3,.Z3 1 O NDIES W m
DRYWELL WUIK DE�SLEEVE 14 I LOCATION / U)
-PROOF bRAWiA4E� DRNN`UNE ( WCIOLy� , SEPTIC LINE ` BLDG 0 1,) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED L�
UNE- _ \� \ PROVIDE NEW \ ``�` / HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO 0-
/ ='BRUSI.- \�`� �'\ \\ \\ \ �`\ PINE +• .t _ ,}' .-_ n. , SEWER SERVICE 1'.iv66x \ / BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE _� (],"
ANY ROOF PENETRATING �r x >k:10.� -- / ENGAGEMENT. l,l,
FLEE C PIN INE , ' 7 x ,. - VENTS TO BE PAINTED -�` 0
TO MATCH THE BUILDING _ �\ / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ry
TRIM COLOR �- - / ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN
�'A\ RN\CE�\ \ \ 'T;ENIJI ?r F- 15.22x i�� ` 1N`1N 1-� /
PROVIDE BUILDING MOUNTED II � \ 1 ITEM IN ANY WAY.
UGKnNG-RAB ST360NB, y r \\ l \ /
STL36002 (BRONZE FINISH) I \ \\ \ 12" fi / L 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S
LI T-� / / 0�-FLAAG\.P9L-E\ \\\ \� \ \\\ \ EXI50NG \ \ x15.62 h (9) NORTHEAST LANTERN 6821 V �HERRY /
\ \ \ \.� i(" WALL UNITS �. SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF
e 0 // (\ THE LAND SURVEYOR.
WOO R \ \ \\ ' \ \\ \ \UNE \ E I- „ . b TENNIS COURT � o •pm z
// /_- �\ \ \ `r0 \ \ \ \ 20 \ \ \ ,t \\ \\ 4.) SITE IS IN THE TOWN OF SOUTHOLD, C®11NT10 OLK TA1i 00aq� �
LIGHj \ \ \���NNM : ( - ) TWIN 12" ' SECTION 004, BLOCK 6, LOTS 9, 11 k 12 I q N N N
�\ � 1 CHERRY °g �„ I �.o� ^�
\\ \ \ 3\ 1rt M ¢ ¢ ¢ SK
\ \ ,� IN y � +" \ ,�• CH 5J TOTAL AREA = 43,0± ACRES.
/ STONE LANDING \ \ \\ \- ,� ; , - \ \ I BENCH MARK I I ) 1 a" n, I l BRUSH
B.) SITE IS LOCATED IN R-120 ZONE,
3(.29 36. �\ \�._ xXC! \ + \\ � \ \ EUV.
S NAIL20.3T I I \ CHERRY / / / ,Ni,
�HVJIDE DATUM: NGVD 1929 I \ \ LI kir / 7.) APPLICANT: FISHERS ISLAND CLUB B. rn y Z a_
\ / C/O PAT SCHIESTL 0 , S�
HANDICAP
FAAU,M'P',, J \ BURIED / / / FISHERS ISLAND, N.Y. 06390 �, y `•i� o o O u z
/ • ",( - I I I PRQNBE\ FIRE nr°AA \ H`ao Goi z �z � In In
VCE / I I I I \WATER\EFIV�GE k WATER VALVE, p I/ .\ \ \BOX / / / / 8.) SITE IS SERVICED BY MUNICIPAL WATER AIJa:q SI S�Y�, E DI o��y i y 8 F Q 0 0
LAWN j� I \\ \\\ x16.23 PRO �H VALVE AND__
\\ I// \ /,� / SYSTEM, �i• g 16 S > rc a a a a
STEPS T I \\ \ DURING CONSTRl1C110N \ E�
1 \ // �o I \ \ \ \ \ \ I / / / 9,) BASE FOR LEVELS: NOVO 1929.
JUNIPER My W
10.) LIGHTING 70 BE LIMITED TO BUILDING MOM
�°.D U � y� $ Of
.35 \ \\ \\ \ \\ I I / 11.) THERE ARE NO WELLS WITHIN 150' OF T LI TI �D RO EDI, '$❑❑❑�'�' � � � � � � � �
34.7 TOP STEP ,/�\/ I LEACHING AREA. C A c 666 y o 0
7 EL.=36.17 CONC 6' PINE I \ 1 \ \ f z
[L.=36.G3 1 \ \ I i F r Ut AmON5 :1 ' �`�26)2 ,STEPS
o PRO SHOP x, EXISTING ^-"�
�� / \\ W OD 5 S / / i-� I I� I REQUIRED 00SF IMPERVIOUS AREA
X 2/12 = 150 CIF r _ _ I
STRUCTURE
�a� y COVERED PATIO CLUB HOUSE a I EEAA / I i , p ��
` I r USE 1-150 / B2 DIAFX 4 OEEP5VF
0RiWELL (SEE DETAIL) J IIIm ,�
�` I I 1 1 I JUT 2 7 2005 L
/5�0 PS �/� OR/VF \S E"PIWERA/( 8 1 \�.�� 1 /��I \ 1 ) I I CURRENT USEOF PROPERTY i, -I T 0 w
y vo 2 0
\ x F\ / v rX' Cf 1 PINE I 1 1. GOLF CLUBHOUSE BUILDING- 13,200 Sr
\ \ 35.p3 CHIMNEY a12. "> I w 1 1- 1/2' CLASS II 1" CRUSHED STONE 2, GOLF CART STORAGE BUILDING- 1350 SF O °
\ \ L=36.34 STOCKADE NE. Op / / - B
x \,I� � R R /�\ BITUMINOUS CONCRETE 18" WIDE X 6" DEEP 3. TENNIS COURTS =a w z ,:
\ LGH \ % ' FEIJCE ,X H'0 ALONG OUTER EDGE ppDPDCAfI TENNIS PAV N1N- 1200_E & $ I3 Y
I ' 1-1/2" BINDER COURSE t 5
\ 4$9x PORCH f . v L=36.97 h / ��K'pW /
Z o h' 1f . 1 LOT COVERAGE- PROPOSED 39.
\\ �\ i l / / Mock `\ / / �Da9 1EGENn DATE: 01/14/2004
/ S`plE.OF N '10Ry FF FIRST FLOOR SCALE; 1 ° = 201
\ \ / Cfe
TOP STEP o ` / BEN H W / r RAIL FENCE ` "' / 12 ROLLED GRAVEL SUBBASE
V EL.=36 64 CONCH Y( I \ �Ppo q sr�o ELEV ELEVATION
V o m ^� / a _ - _ _
WALK ,•�' / / TOP OF/SPI E " rc °uk Sr SQUARE FEET
QUALITY CONTROL CERTIFICATION 1K% \ " ` "�' 2D EXISTING CONTOURSCONTOURS A cT m �O l 24.94' / � _.
m r*t QPS P E D M: NGVD 1/929 �_� \ \ r ' --~J- PROPOSED CONTOURS
GROUP REVIEWED DATE c pn )C, \ ,\F, SAPLI 5/ CITI ILUAInI I� ONGRETE PAVEMENT_ y _;,.,; a a000voce000 STONE WALL SHEET
PROJECT MANAGER �'/ ?r •aTa x36.31 °�S / ' / / / / /'-�\ \ NOT TO SCALE n 5A's fib ; Jr,Lcl
suRVEr ;P( 7�a 1.•t \ �._� ELINE
Go x3G37 / �� / ND �' EBUILDING XISTING 7REBACK
LIMRDNMENTAL A // �\ �UINHPER // / / '� /1 . 20 10 0 20 SS1pNpLV� ----u- PROPOSED BURIED UTILITIES
CIVIL
1 OF
CivIL to "?. rr••i \-_moi \ ;; I / // / / /� moi' \�_ / \/ PROPOSED INVERT ELEVATION
STRUCTURAL L\\\`11 EL.=34.3 'L, I _ // �/ / / / / / / �\ i/\ r\\\\ \ GRAPHIC SCALE IN FEET 13.0
ARCHITECTURAL \11 \ / / / // / / /� \ % / \
FILE ]4821 LAWN / i� �
SUFFOLK GOUHTY
�., [ ' L -60,"110; OG N E
SURFACE COURSE, CUSS ^C" PROVIDE B ` �1L
CONCRETE,WITH
A WE To 6E LEACHING POOLS PRE-CAST LEACHING POOLS (7) 1, /1 ry `m
FINISHED WITH A W000 FLWr (SEE DETAIIL) O ) 0 CWP�LL Q� W qm
OR 8Y OTHER APPROVED MEANS i!r`J, m =
a^ CONCRETE MATCH EXISTING POOL y2 SEPTIC M.H. N Go
INVERTS-11.011 \
RISE 1/4' PER FOOT 1'1/r' 8" 4" 4" DIA, KNOCKOUTS At \\ -1. HI d
e^ GRAVEL BASE / ]- �.. \ SEVtER MAIN s s �LE#2
COMPACTION PLACED WIRE MESH SEPTIC M.H. \STING P� s EO m-i ,oexAe m- CQ „
/\ e` IN DEPTH ARER ev6 10 10 WELDED ° o e o d tl o o ° r
SEPTIC M.H. TOR / rom,u9
v v v d d o v v e / Q
1W0 COURSES SOCIJK TO 1/2' 0 a P,
v a d d d v v
GAL VANRED STER DEST ✓ b
CROSS Wan (z) 1
nkNINCA ND CALVAA12E0 e0D8 / ((r��y �y
VIDEO
I SPACED ANGLE$ AS RE 12' 4"-�I•- 6'-0" DIA e e I TAMING (I TOP' 1 IOTrOM) / \ y / BRICK OR MASONRY ,M 2 m U
GmoaD wro REcrONCRET ns REQUIRED , '1 SEPTIC M.H. y TABLE @ INVERT lo-> (,,,I to ee
S' concRTTE sTM&&T lrtaulm I Q ) \\ // ll1 MANHOLE PLAN N j N
DRY WELL FOR ROOF D AI AGF "" R0 ✓��� SEPTIC M d / 4" PVC FROM U a
CROSS SECTION V-o• m GRADE l TN—i )---s cue HOUSE ya
a" GRAVEL RASE \O / {" WC FROM CREASE TRAP T
NOT TO SCALE ISM w o
\/\/ •NOT APPET1 PARKIN- el-N I IXIS11N0 LEACHING POOLS D Z @
\\/�1, V.a 10/10 WELDED ""T� TO � (BLOCK CONSTRUCTION) m W
LONGITUDINAL SECTION IRE M SH
5" CONCRETE IDEW I K \ SEPTIC M.H. SEPTIC M.H. a
NOT T��. \ / O I / TO
NEW POOLS (SEE DETAIL) / oar
24„ .\ N Qr MAINTAIN EXISTING INVERT ELEVATIONS D
m m
6• 4" DIA. KNOCKOUTS x /
e v 0 d v v e \ 4" PVC ` ` _r
v v v d d v v v v \ 1 I SEPTIC FRO# \�l►� \�r
EXPANSION MH i SEPTIC TANK E�E�
ABUTTING OWNERS: m e v e tl tl v D o v p blo ✓ 5 j
'v e v d v m
JOHN N. IRWIN, III --
FISHERS ISLAND, NY 011390 4'--I Ir e'-D" CIA \ % LOCATION MAP SCALE 1 "=400'
OTHER LAND OF yN� /�/\ O X,SIEPTIC M.H. `
FISHERS ISLAND DEVELOPMENT CORP, BRICK OR MASONRY /
LEACHING -POOL DETAIL IT TABLE k INVERT MAP REFERENCES
NOT To SCALE � s� I ` ` � a !!2 MANHOLE PLAN
Z \ \ O\\ SEPTIC M.H. 4 PVC FROM
MISTING 20,000 GAL. w NEW TENNIS 1 J TOPOGRAPHIC MAP PREPARED FOR FISHERS ISLAND CLUB; EAST END ROAD; S�plE QF NEW?O
\ v PAVILION FISHERS ISLAND, NEW YORK; CHANDLER, PALMER h KING; NORWICH, CT.; DATE: 4'
O \ SEPTI TANK �\ Ppo H sry
\ \ Q \ SEPTIC M.H. JANUARY 19, 2001; SCALE; 1"=20'; SHEETS 1-4 OF 4 PwN o�
' BENCH MARK Butt'olkCounty Department oPHenith6orvicoR r \
P.K. NNL Approval for C"natructi0n•Other Than Bingle Family \ Y 2.) ASBUILT LOCATION PLAN; KITCHEN ADDITION; FISHERS ISLAND CLUB; EAST
ELEV. - 19.00' \` '(\ \ 7 ` END ROAD; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER h KING; NORWICH, • 'I �y
DATUM: NGVD 1929 ReferenceNo.0 -G4?xe '�lrlopy / 1/80 \ \ Z TENNIS COURT CT.; DATE: MARCH 13, 2000; SCALE: 1"=40'; SHEET 1 OF 1 /✓>
PROVIDE 2 PAVED \ i TENNIS COURT �r, cFN
r i
HANDICAPPED SEPTIC DESIGN DATA
Pheee plws have been owed for general conformance with 9udolk PARKING SPACES \ � ELEC, BENCH MARK
QountY Department of Health Services standards, relating t0 water PROVIDE SIGNS \ / BOX P.K. NAIL
rupply and sewage disposal. Regardlesa of any omissinad. AND PANTED ELM 11.40'
lNuom6istenuieo or lack Of detaiA construction is roguired to bi. in SYMBOLS \ ,n DATUM: NGVD 1929 EXISTING PER REF. MAP M2:
\ / APPLICATION RATE: 1-0 G./D./SQ. FT.
accordance with the attached permit Condit"m \ WATER USE: FROM 2004 METER READINGS c 2575 G./D. (APRIL-SEPTEMBER
dtandards,Unless y a epartment.Thisapprovat / APPROXIMATELY / \ / AVERAGE)
I Years To tha a ta, dad or re W . 1000' TO NEXT •h EAST END ` EXISTING SYSTEM PROVIDES 1582 5Q, FT OF LEACHING AREA
4 08 1O \ ROAD / AD M.H. \ \ /
\ u' \ PROPOSED W/ TENNIS PAVILION:
Approval Date ewer / \ \ APPLICATION RATE: 0.3 G./D,/SQ, FT, X 590 S.F.1 = 177 EST. GALS,
\\\ PROPOSED WATER USE = 2575 G. + 177 G. = 2752 GALS/DAY z
APPROXIMATELY REQUIRED LEACHING: 1077 GALS, X 1.0 G,/D./SQ. FT. = 1077 S.F O
PROVIDE �� w / > PROVIDE 8 ADDITIONAL LEACHING POOLS.
CONCRETE SIDLY/ALK _ / 2000' TO NEM \ ,I o c �urrAR`A OW
\ \ \ w \\ OF PAVEMENT // ROAD_ \ '0• MAXIMkIM
\ \ �/ (SEE DETAL)I
LAWN \
\ \\ \ \ SEPTIC SITE IS 43 ACRES, LIES IN MANAGEMENT ZONE IV WHICH ALLOWS 600 g/d/acre. --I X Q
ISTING PAPKING -ARBA SPACES) \H \ \\\ \ MAXIM'AM ALLOWABLE SANITARY FLOW IS 43 x 600 g/d/acre = 25,800 U p a-
Mt LX w �\ C \ g/d/acre.
\\ oARK?NG ON _�� :4 ` . -.. \ \ \. �� Y \ TEST POLE DATA.. (/)
'\L/ tAL , \ _ DE NEW S \ r^Z �{ \\ O O
'\� \ \ \\ ' \\ LINE FTIN'KAD�HEN WASTE \ h S-tpr C\ O \ �m - 3 jR} \ T.H. kl LL z Z 7
# PRONOE'TO�p1A _ M.H. �� \ nm \ 0"-10" TOPSOIL p d O
Fr. GREASE TRAP-\ w \ SEPTIC\ O� ATS EIFY ITt MES m \\ 10"-30" SANDY SUBSOIL a aW' to E u
M.H. \ , Gl OF CONSTRUCTION /�i�_ 30"-96• FINE/MED, SAND a W w
= -trA{p _1�61#T L�GLI'Ti_�.,�- �\ \\ \-� 1 \ EPTI O PMAN ROVIHO 2`\ ` GROUWATEND WATER ELEVATION ® 2.54 N a ¢�
---_.-- �PR�7QE \ Rpy \ I (SEE DEMI) � C \`— _ �S' VI W
STEPS . __[TG --�_— _._� _�_�.._� \ 8' X 6` `\,y.P PINE,, s ` J P — _
IDESLEEVE ^ HOLE 1t ... APPROXIMATE TENNIS COURT \ 13.37x 3 O� NQIFLi
S
\ ,4 T LOCATIOIJ \ IZ �- Ll.l
DRAN`PLPE ( y = \ SEPTIC LINE l D �'� V)
NE '\ LOG. / 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O
_�RllSHi —_JA14tN. -BRUSHY.= "� \ \ \ ., I, PROVIDE NEW \ -` ) = 4.
SEWER SERVICE \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO
ANY ROOF PENETRATING 13x66xr \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE VI
\ ELE C PINE` , _' INE v x4;10` ENGAGEMENT. n'
41
VENTS TO BE PLANTED II ` LL—
/ �- R \ + TO MATCH THE BUILDING 1 \ / O
RO ,-LQ0. \ PIN I, TRIM COLOR 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS
_Bl-HtEY� \\__ \ \ \ \ �YATE RVICE� \ 15.222 �y�/-W,.,rv`W \ )
PROVIDE BUILDING MOUNTED /'�-� �` 1 / ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN
�. ITEM IN ANY WAY,
x' LCHTiNG-RAB ST360HB, V� J
��-FLA(;\,PDUf \ \\ \ ` I i 50J0002 (BRONZE FINISH) 12"
I ' ➢{1u ATI
EXI NG I VF\ I it ! (9) NORTHEAST LANTERN 5621 ' {!� CHERRY p� / G 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S
wuWn R \ \\\� \ \ \ N� \ \w\ - E (I, R I1�f, x15.62 W� UNC / �S.\ \, / ` SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF
/ ` \ 9 L THE LAND SURVEYOR.
TENNIS COURT
20 / \ \ /
REfNNIt�O JN TWIN 12" \ \ \ SE SITE 15 IN THE TOWN OF SO. 11 &, COUNTY OF SUFFOLK TAX MAP 1000,
CHERRV °q,. � SECTION 004, BLOCK 6, LOTS 9, 11 k 12
A \
STONE LANDING \\ \ ( \\ IN s ,\ "ICJ I \ A CH / §
' \ \ I BENCH MARK I I I T` 5.) TOTAL AREA = 43,01 ACRES. m
36.29x 36. �\ \ \ �_•,� �E \ \ P.K. NAIL l 8" I BRUSH /
_ \_— �p7,k \ \ ELEV. - 20.37' I \ CHERRY / 6,) SITE IS LOCATED IN R-120 ZONE,
�P�fJg DATUM: NGVD 1929
I \ \ \ Y+80VIDE I \ LI H\T / 7.) APPLICANT: FISHERS ISLAND CLUB
HANDICAP\ �P � J � C BURIED / � C/O PAT SCHIESTL Z agg
VCE / f DE\ FI�RArIT J / / FISHERS ISLAND. N.Y. 06390 O 53 z
I I I I \WA SERVICE / & WATER VALVE, ^ BOXLE
LAWN '� I / / 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL o m m
/ /: \\ x16.23 RELOGTE VALVE A / \ \ / 8 E 0
STEPS / aT p I ` `\ \ \ \\ PROTECT H1'DRAM \\ I/ \ / SYSTEM. w E E
DURING CONSTRUCTION \ / 9, BASE FOR LEVELS: NOVO 1929. @ >
\\H\ JUNIPER � � � I � � ) W
10.) LIGHTING TO BE LIMITED TO BUILDING MOUNTED FIXTURES. g $ o o * '"
\\ \ I /
TOP STEP I \ \ I 11.) THERE ARE NO WELLS WITHIN 15(1' OF THE EXISTING NO PROPOSED
/ STE/P5 EL=36.63 / EL=38.17 -INC. I \` \ \\ I i I I LEACHING AREA. o a 'a o °� 0 0
HJT' 6I' PINE 1
v 28.42 \ 1 /� �/ __ _ _ -_ - - n
/ 3.30 \ I I 1 \ / \ -- N
dao PRO SHOP K, EXISTING o 1 1 \\\\ I I I
DR•TuAGE f`u f•LII Annus '�" r,I � `� n d m
COVERED PATIO CLUB HOUSE o �\ / I I //� // \ 1 .I I STRUCTURE
�OD STEPS i \\ I I1 / �'1� I i i II i i REQUIRED 900SI`IMPERVIOUS
X 2/12 = 150 CIF L-' _ I F_ R
/ I , 150 / 42,24 CF/VP - 3,55 VF LS:I Q G
E I ' C I 1 1 I I ( ) I .,_l I Q 0 0
/ USE 1- 8' DIA, X 4' DEEP ORYWELL SEE DETAIL _ 1I
CDNC. 6, "-� 0 0
\\ x 5T PS / lT ORTP£ Uee OF PROPERTY
35. 3 / - PINE 1
Q 4 CHIMNEY n ' W £ � I 1 C 1. GOLF CLUBHOUSE BUILDING- 13,200 SF
.\ \ L.=36.34 STOCKADE x , NE= OD - / TIN 1/2" CLASS II 1' CRUSHED STONE 2, GOLF CART STORAGE BUILDING- 1350 SF
\ LIGH f' FENCE 36.19\ R 1B' WIDE X 6" DEEP13
4.89x ^ WO I I ' ^� ALONG OUTER EDGE 3, TENNIS COURTS ,� w i 13 z Ig �i
\-� }� `'� £ / BITUMINOUS CONCRETE C o
�\ �\ \ \ � FOR y I �h M`�` _ D N 1 1-1/2" BINDER COURSE x cD 3 0
A `90 L.=36.97 ,r.. A'OW 11 R u ' PROPOSED TENNIS PAV KIN- .1 00 CF g
A / OF/I'I£M� C / / a m o a 01 Cor zi
i / / / OC/T �Iel ` / LOT COVERAGE- PROPOSED 37.
x36.35 / It / / / / / \ _ \ 93 �PoOB IL= DATE: 01/14/2004
A f _ � FF FIRST FLOOR n r
EL.=36.64 CONC. o m `✓ f BEN ,H IK(rr /r RAUL FENCE �- \ / ELEV ELEVATION SCALE: 1 = 20
}! / / YOP OF�SPII(E / I SF SQUARE FEET
QUALITY CONTROL CERTIFICATION WALK rn o 2�s4' I -� 12" ROLLED GRAVEL SUBBASE
M m A P� p E �' — — 20 — — EXISTING CONTOURS
GROUP REVIEWED DATE v Q \ D M: NGVD J�929 �_ -� ,.---, SHEET
PROJEcr MANAGER / Q...I,af c 4F' LI S/ cb _ PROPOSED CONTOURS
50
S / / BITUMINOUS ON RET PAV M NT mo v0oo00co STONE WALL
SURVEY ,Y! ^r•.1••l' AA m x36.31 9 /
UWRONMENTnL A / / / / / / � �� ? EXISTING TREBACK
1 i--� x36.37 � ..� �� NOT TO SCALE /WYYYYY�.
CIVIL R 7.a h• C 1n\--��� \\ ; I �UtiIPER BUILDING SETBACK LINE I OF I
\\\1\1 �,1 / / / // i� \� i \i 20 10 O 20 ---u--- PROPOSED BURIED UTILITIES
STRUCTURAL AA EL=34.3 y` _// / /
pRCHIrEcruRAL ` 1T' \ I / / // /// / / / ��--� �\ �\ ^\ \\\ GRAPHIC SCALE IN FEET 110 PROPOSED INVERT ELEVATION
FILE J4821 11 ` --- �—J / / / / / / I LAWN