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HomeMy WebLinkAbout1000-4.-6-9 N W Cby M CAMPBEIL � r 00� C7 �f PRTI OON vr�:3 V G 10-1. 10-e 10-2 C E W ♦.4- °� Qom. V w` 1'. 10- Imo) w 1G-B• 10-7hB 10_3CD �) N C) (o 10-8 10-4 C2 PLAN 10-e �1 42 0 c ❑❑ C7❑(] ❑ ® W ca--1 ❑❑ O EJ m ❑ T GOLF 0 0 O a 0 0 N CLUBHOM ❑❑ 000 ❑❑ ;n m2 000 ❑o a� LEI a o 0 00 NEW LEACHING �.� NEW o o a ❑❑ I POOLcos'LEACHING FORCE aa CCI ❑❑ POOL MAIN IN Q� C1 0g SEALED SLEEVE AT I- 6'-6"-� CROSSING o k LEACHING POOL DETAIL \j ALL POOLS ARE PRE-CAST 0 SEPTIC H. NOT TO SCALE NEW CONCRETE LEACHING POOLS ��r. LOCATION MAP SCALE 1 "=400' LEACHING EXISTING P.V.C. FORCED SEWER MAIN POOL 63, s— s s s s s s s s s— S 5 � ?ps 0 5 NEW s 0 s 89' CORNER POST ^` -- - 'C1 LEACHING NE '< POOL Z yea' '&.LEACHI 9s L Z 0 NEW LEACHING 01 0 s NEW C� POOL LEACHING 701, POOL MAP RExFRENCES 1.) TOPOGRAPHIC MAP PREPARED FOR FISHERS ISLAND CLUB; EAST END ROAD; NEW FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: LEACHING 0 s 0 1,LE N NEW 8" JANUARY 19, 2001; SCALE: 1"=20'; SHEETS 1-4 OF 4 POOL lao• r POOL MAIINR z 2.) ASBUILT LOCATION PLAN; KITCHEN ADDITION; FISHERS ISLAND CLUB; EAST ��. w END ROAD; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: MARCH 13, 2000; SCALE: 1"=40'; SHEET 1 OF 1 i NEW LEACHI `n ,�o� z "'o LEACHING POOL z Ci• POOL � D ` Aso EA rFFp ` SEPTIC M.H. 93. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED J Y ry y� \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO U E tiF \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE O \\ \ ENGAGEMENT. �" SEP M.H. r nl r , i �;�� a n= r C• p �--r ¢ L -�. \ 0 \ 2.) IT I`; A V101J.TION O, THE STA: EDUCATION �.�+ FOR A.Y PERSON, UNLESS EXISTING 20,000 GAL. \ ACTING UNDER THE DIRECTION OF A LICENSED 'LAIrN 4 1JR1 /E, OR., TO AL•TE'R71AN L w Z L SEPTIC TANK \ \ ITEM IN ANY WAY. t } p � � 0 Q \ SEPTIC M.H. LL1 r \� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S a W g SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF w '! 1'�. TENNIS COURT THE LAND SURVEYOR. Ix V TENNIS COURT N CL O 4.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 004, BLOCK 6, LOTS 9, 11 & 12 w J ELEC. CORNER POST W � BOX 5.) TOTAL AREA = 43.0f ACRES. ._I BENCH MARK < 0 P.K. 6.) SITE IS LOCATED IN R-120 ZONE. z ELEV. - 11.40 L_ _ DATUM: MAD 19219 7.) APPLICANT: FISHERS ISLAND CLUB APPROXIMATELY w � FISH PAT ERS ISLAND, IL N.Y. 06390 ROAD--- 1000' NEXT EAST END ROAD ELEC. M.H. -t-- L' S.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. PROVIDE RAIL APPROXIMATELY 9.) BASE FOR LEVELS: NGVD 1929. PAVEMENT W FENCE 2000' TO NEXT RAIL STRIPING EDGE OF PAVEMENT ROAD 10.) THERE ARE NO WELLS WITHIN 150' OF THE LEACHNG AREA. FENCE LAWN AREA EPTIC G IpARKING SPACES) CONCRETE M.H. SEPTIC EXISTIN N SITE 235± S E / PAD M.H. C oTA� PARKING \\ Y CT HANDICAP 5$' \ Q Z U ff o EXISTING 5,000 GAL. 3 -- 0 0 SIGN g' Q Q \ \ SEPTIC TANK o QO \ ~ N SET BOTTOM OF �, co � SIGN 60" ABOVE BLUESTONE � 0 0 LIGHT PAVEMENT WALK OO \ ' LIGHT LIGHT LIGHT LIGHT 0\ BUSH a °:..`...,. , . > ¢ Q LIGHT (TYP.) ��- µ. , 1:�z,; 1250 GAL. s J p J�v UJ 0 0 LIGHT GREASE TRAP O TENNIS COURT _ G i; r Y BUSH 000 SEPTIC _._`I' ._.'_._ !''_'-� � `�' N LIGHT BUSH �(TYP.) M.H. BLDG• O� t"` N o BRUSH LAWN BRUSH ELECTRIC (TYP.)� x ` :; A_r. ❑ i zTRAN . 2 SF. APPROX. LOC. } O ELEC. ,. : ;. ;< . OUTLET WATER SERVICE � � >�>� >.�<>....,.�<. STEPS �?A{-=. '"':..i<c: LIGHTS h TENIS'x; . ->< BRUSH t4 4 STEPS o {- :PAVNtiJN' y: ¢ FLAG POLE 6' O 4 A` "` �. .�AHA.:..�.w ., F- m tK<:. ;:> CHERRY p ¢ WOOD R ,1 r . : . '< .. Av ItLi ;HT PINE '� TENNIS COURTr-11Ire �, co _ W.G. ,� m: vi TWIN 12 0 = = o �� CHERRY 8,. �hIrp�rs0 m Q I PINE 1 I� rfs. {-� STONE LANDING x f.�v, Ir �,`` PINE y►`6 RAMP W/RAILS �N� K 8„ °R CH BRUSH �'� � f 3 O C) Z Ld z vv PINE P.K. ML 0 o �� ELEV. - 20.37" CHERRY W o w W m o i% PINE DATUM: NGVD 1929 LIGHT a co r a u c> i' ' `x BURIED ABLE lEGENQ DATE: 1 1 04 2005 LAWN �`� f < ? �Z BOX FF FIRST ELEV ELEVATIONOR SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION ��:`; _ Q� SF SQUARE FEET GROUP REVIEWED DATE 2X- STONE WALL PROJECT MANAGER 1'4uj •Z'7•�7 �� �ryx h9r%� BRUSH JUNIPER ram: ✓ EXISTING TREELINE SURVEY `=,.5`�,7 S > _ f ENVIRONMENTAL CIVIL 3-�-.- ;:�;. `� `��� 1,_ SHEET x 1 OF 1 STRUCTURAL �" v 20 10 0 20 ARCHITECTURAL fir. CONC. 6" PINE GRAPHIC SCALE IN FEET FILE J4821 ;`y' o L' ,fiU C�IVED I LK CUUI- TY 4 r i :� ivy �•� C Y- h �CpM SURFACE COURSE, CLASS 'c" PROVIDE 8 ` '' C? CONCRETE, SURFACE TO BE LEACHING POOLS PRE-CAST LEACHING POOLS (7) Qj r y N m CO FINISHED WITH A WOOD FLOAT (SEE DETAIL) 000 C OR BY OTHER APPROVED MEANS MATCH EXISTING POOL 1 _ ALL f � I- `� � SEPTIC M.H. CONCRETE INVERTS-11.O1f r � \ 0 rormotr U 4" -:� \ \ 10-1, 10-e ta-z E 1-1/z" alsE t/4" PER Foot 1'1�2" 4" DIA. KNOCKOUTS s ` :F ' MAIN TO •_�-s 4 �? ;:. \ s" clvaEL ensE \ RCEd SEWS-s ue---s s MANHOLE 2 " ^ �// i a a b o o boo SEPTIC M.H. V,C• FO �� to-t�. 10-7A.e \/\\/\\/\\ \ COMPACTION PLACED W8' IN DEPTH AFTER IREIMESH/10 WELDED c t 0 a a e r� ty ❑ o o q S PTIC M.H. EXIS�INC�S / [a=T- Q) IN TWO COURSES p o o ❑ o n o b a o ry "y \O S S a s O C o o ❑ a a r,; � SECURE 70 1 t/2" r � � � \ � 0 0 ❑ cy b b b o o, GALVANIZED STEEL POST .: wJ CROSS SECTION ` WITH (z) 1/40 0 / / \ to-e to-+ P F- o a b [7 b b ❑ o ° ' CALVAMZED BOLTS \ U MorAI'm / BRICK OR MASONRY 11111 ,1117 i + +� *R6 " , " (1 TOP. 1 BOTTOM) �"• . u5 JOINTS SPACED APPROXIMATELY 12' 4 -`� I'- l3 -0 DIA PARKING SEPTIC M.H. c, `' / TABLE d[ INVERT t0-5 O c, se DIVIDED INTO RECTANGLES A15 REQUIRED f :"� -; ;`x O S" CONCRETE- STATE KW REoO,rED V'' 0 / 4" PVC FROM \\ -�1 MANHOLE PLAN rtnL"0� I"ED / r SEPTIC M �.,..� / DRY L WALK _WELL FOR ROOF DRAINAGE_ I ,, cI_ue HOUSE -,_- � 5y o I ✓8^ GRAVEL BASE ,�� CROSS SECTION 5'-0' TO GRADE ` TH-1\Q �----s \ 4" PVC FROM GREASE TRAP ,�,r,� GSA o �. NOT TO SCALE ,;. Z c �// // // // // //,✓/ // / ,/ HANOICAPPED_PARKING. SIGN \ EXISTING L FJICHING POOLS .c0, (BLOCK CONSTRUCTI(IN r� 6x6 10/1I0 WELDED NOT TO SCALE ` � ) OMF L NGITUDINAL-5ECTION WIRE MESH \ SEPTIC M.H. TO BE REMOVED AND REPLACED / � CLUOHMM 5" CONCRETE SIDEWALK \ SEPTIC M,H. �1 i ( ) m WITH NEW POOLS SEE t)ETAIL NOT TO SCALE \ O O ",ry';� MAINTAIN EXISTING INVERT ELEVATIONS a 6" 4 DIA. KNOCKOUT•:, � ;::'`' r- C9 0 N :` . .• s I 4" PVC00M Mon nab, t ► ` SEPTf1(: FROM �4°� C TO a s 0 E] E] t] 0 0 a l" o t. I EXP ON MH 1 SEPTIC TANK ". as o ono D oe, ' V- A13LIMNG OWNERS: a o a1:11 o 0It= o n a a p �' N �1/ S JOHN N. IRWIN, 111 H. o r3 d cy n ❑ a o FISHERS ISLAND, NY 06390 4" II"- I r A\ ��APTIC M.H. \ LOCATION MAP SCALE 1 =400 � O OTHER LAND OF y� �` BRICK OR MASONRY i FISHERS ISLAND DEVE:LOPMtN1 CORP. TABLE do INVERT _ 2 MANHOLE PLAN MAP REFS J,.�CHING_ P00 DETAIL � `` � NOT TO SCALE p ` t `` ` SEPTIC M.H. 4" PVC FROM 1,) TOPOGRAPHIC MAP PREPARED FOR FISHERS ISLAND CLUB EAST END ROAD tE 4F Ntw y z EXISTING 20 000 GAL. \` W NEW TENNIS �1A p \ SEPTI TANK \� z PAVILION FISHERS ISLAND, NEW YORK: CHANDLER, PALMER dt KING; NORWICH, CT.; DATE: Aid H.sr SEPTIC M.H. z JANUAR� 19, 2001; SCALE: 1"=20% SHEETS 1-4 OF 4 90� Suffolk County Department of Health Services \ ` \s 1 s BENCH MI�FtK r \ x 2.) ASBUILT LOCATION PLAN; KITCHEN ADDITION; FISHERS ISLAND CLUB; EAST P.K. NAIL Approval for Construction-Other Than Single Family END ROAD; , ' ' A "�40'• SHEET 1 OF 1 • `+ b ELEV. I9.d0 FISHERS ISLAND NEW YORK; CHANDLER, PALMER do KING; NORWICH, TENNIS COURT CT.; DATE: MARCH 13. 2000, SCALE: 1 DATUM: NGVD 1029 Re, ere;nee Na elo -� In'loy1t TENNIS COURT 1 ti Useta) .. J PROVIDE 2 PAVED _..w...-... ..,.. .,....-,.....,, . .». HANDICAPPED \ 1 'I'hlese plans have been r ewed for general conformance with Suffolk PARKING SPACES BOXELEC BENCH M!>tiF K $EPMC RESIGN DATA " BOX P.K. NAIL County Department of Health Services standards relating to r Ater PROVIDE SIGNS \ � , ctt illy and sewage disposal, Regardless of an omiseiora. AND PAINTED Ems' - 11'4 EXISTING PER REF, MAP #2; P B P 8 y SYMBOLS \ DATUM: NOD 1929 himnsistencies or lack of detail, construction is (required to be i:t \ �' \ APPLICA'ION RATE: 1.0 G./D./SQ. FT. tTec;ordance with the attached permit conditiol _. \ \ WATER USE: FROM 2004 METER READINGS = 2575 G./D. (APRIL-SEPTEMBER standards,unless y e epartment.This approval / APPROXIMATELY \ AVERAGE) yea�Om the ap a te, ate dect or re w 1000' TNEXT �.`'? `]- END AD ELEC. W \\ \ EXISTING SYSTEM PROVIDES 1582 SQ. FT .OF LEACHING AREA L+ Q 8 \ ROADam / M.H. N \ \ / PROPOSED Wf TENNIS PAVILION: \ \ \ APPLICA"ION RATE: 0.3 G./D./SQ. FT. X 590 S.F.t = 177 EST, GALS, Approval Date ewer / i \ \ PROPCS�D WATER USE = 2575 G. + 177 G. = 2752 GALS/DAY z \ ✓� \/ � i APPROXIMATELY REQUIRED LEACHING: 1077 GALS. X 1.0 G./D./SQ. FT. = 1077 S.F (� 4 PROVIDE ✓- tv ` G /> 2000' TO NEXT \�o PROVIDE 8 ADDITIONAL LEACHING POOLS. \\ CONCRM SIDEWALK \ \� .\ U, \ OF PAVE4ENT // ROAD_ \ I�MI%, 1,0W LE SANITARY FLeW (SEE DETAIL; 6L \ SEPTIC\ j � \ Lp,VV1r - \ \\ / SITE IS 43 ACRES, LIES IN MANAGEMENT ZONE N ,ICH ALLOWS 600 g/'d/acre. � x \ �\ t - ,�KIN�\_ /i� M.H. \ \ MAXIMIIN ALLOWABLE SANITARY FLOW IS 43 x 600. g/d/acre 25,800 �,.,� 0- �\ , 5VNC p'G �` SPACES) / `� .,\ �, s/d/� \ OAF O OI` � ' _._ .� -!' LIB \ (TOTAL , \\ . ---�. DE NEW S \ m �LC� 0 -� `� T.H. i ;, �° Li: .�. L z \ �.l _ \ LINE FbIR-KITCHEN WASTE # r �e PROVIDE` "tOL M. H. �-^Q N �' VERIFY INVERTS ►� \\ 0"-10"YTOPSOIL .,. U.1 Z X FT. GREASE TRAP- W SEPTIC\ \\ m 10 3U SANDY SUBSOIL ~- ,.-►�"• `�, \ �. \ \ M.H. Zo -AT THE TIME \. _ 30"-9r' FINE/MED, SAND H is ~ \ OF CONSTRUCTION ` _ �. " PROtiVI�E`-- \ WATER 0 96 (n L,1 ---tiGHT - � ` `.�, \ \ \ \ EPTI. MAN FOLE 2 �� -� r ~ .Ll>aHT _ `� r--- P E .` �, \ ; ; \ GROUND WATER ELEVATION 61 2.5 r ) d Or V ! W N _ ;., T4 1 (SEE; DETAIL) C JU -_ �G�T ___ ✓,. --- + p PINE\ t4 4<= , P STEPS . - __ 1- �- �� \ 8 HOLE 1 4 APPROXIIMATE p IN w tfUj G�! _ - - -� � _- ISRYNIELI_ OR DE-SLEEVE \ tot LOCATION TENNIS COURT I 13.37x � �� [� W -ROOF 'DRAINACE� IDR/VfT P`PE � �r SEPTIC LINE \ �•' / L LGki� i �i \ \ \ A R P% \D�- \_''% �1 - \ gLDG. m 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED � W ���US+t - I SH �, \ -- \ \ PROVIDE VEW �\ "' HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO 0 �` ..__' b+�il�-� _'�' 1 � - - - \ \` \ \ \ \ PINE SEWER SrRVICE 1 66x \ BETWEEii THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE U) 2<,: . , :_; ANY R0101' PENETRATING r` x -..., C PIN E� _ I N E ;::.` = °, ; ; VENTS 1fC BE PAINTED `` ENGAGEMENT. M ENT. O �-.�_ \ \ �\ `�.. \ ._.. TO MATCH THE BUILDING � --•- �--..`. � �-� �'� \ \ � \ � \ PIN +� � ?< "'' TRIM CmWR �---- \ � 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS �h►ATE ERVICE\ ::;,,. .<f.E: : 15.22x /� ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER' AN - - - `\ \ \ \ \ �S \ \ \ - \ ;; PR(MDE BUILDING MOUNTED / ITEM IN ANY WAY, LL • -` \ \ \\ •\ \ � \ \ \ 14x � P � E � -� ;, ,.:.;:•<.;� LNG iT1NG-RA8 ST360H8. \ \ �. :.,.,.....: SA1360f]2 BRONZE FlNISH) \ \ ` 12 / J� , I \ \ \ \ MOCA % v, ( I \ Q +✓ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND. SURVEYOR'S EXISTING \ �9) NORTHEAST LANTERN 5821 CHERRY / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF LIG1=iT ��--FLA�P9PE\ \ \ \ x 15.62 I 0 !t/ \ / l A E .� � :;:_-1 WA.L UNITS �� }Q� ""IN, \ \ \ UNE� \ �;.,:<... <;..:; I 0�� / THE LAND SURVEYOR. n WOD R \ \ � � E ;�;;f... �.� ::,< >. 13CH, � :a Z iA�-• \ \ �1 \\ \ > x :; FENNIS COURT + \ / 0 .0. I 4 LIGHT / \ 3p ' \ '-\ 20 \ \ \ tf r „ \ / // \ RETA104 TWIN 12 _�� x' \ \ `�'ROViDE \ 4,) SITC IS IN THE TOWN OF SOUTHOLD, C61L 0 FOLK TA 0 VP . �9.15\ `� CHERRY SECTION 004, BLOCK 6, LOTS 9, 11 & 12j, .. s �.. \ �f •�� q IN I' ° CH 5. TOTAL AREA = 43.0± ACRES. °p "'' oro "' •� `�' STONE ANDING \ \ \ ,� p \ ) >, n o°M \ - f., \ + BENCH MARK I I `� g I BRUSH / o N - 71€M a I n / / 36.29 36, \_ x�. \ \ P.K. NAIL I I CHERRY 6.) SITE: IS LOCATED IN R-120 ZONE. , ., o C) ELEV. 20.37' \ ern ti: a 0 711 < > s.o = \P \ \� DATUM: NGVD 1929 \ ! 7. APPLICANT: FISHERS ISLAND CLUB \ -PROVIDE LI HT ( ) ro �, HANDICAP RAIuF ` BURIED /1 C/o PAT SCHIESTL C ; M a 2 a \ B R FISHERS ISLAND. N.Y. 06390 1 a O f 1 E\ FIRE HY�RAI'f 'r -. < r cn to 2 \WF ATE SERY�CE Ac WATER 'VAL r BOX 8. SITE IS S RVICEO BY MUNICIPAL WATER AND AN SI S A E DI 5 ti '�I ` In Q z z ` V� / / ) E 0 B a z z / LAWN O ! �� ' I \ \ \ RELOCATE VALVE kTID / \ \ / / SYSTEfv1. �u tr; r r 0 fn o 0 / Q \ \ x16.23 \ } t~ _ 4 0 E E STEPS �t J \ \ \ / I \ PROTECT H'+DRANT I/ / ro, i\ !y ay 'v v �, a a o o a �Q I \\ \ \ \ DURING COI,STTn1CT10N \ \ I / 9.) BASE FOR LEVELS: NGVD 1929. �, , o - d . > ' a Q \` \ \\S JUNIIP.R , o .4 �,o�z W \ , 10.) LIGHTING TO BE LIMITED TO BUILDING MO�iN1tED �I URtS. �;�' , q°x���(off � � 0 0 0 o a d 4 % %� j�Z� x .35 / " . t3y , to d 34.7 ��� ( , 1 \ ( ( 11.) TIIERE ARE NO WELLS WITHIN 150 OF TI rXI TI G A` 0 ROP ED,� ton a » a X '� \_TOP STEP f I \ r cv t° EL.=36,63 EL=36.17 I r +� ' ` I I I LEACHING AREA. CONC. 61' PINE I` I Ir 'T � d r CV F7 d• t7 lb A 28 3 2 1 \ I I DBAI E CALCULATION 0 `' .� PRO. SHOP '� ., EXISTING l CLUB HOUSE COVERED PATIO 900 SO. FT. IMPERVIOUS AREAI. Q j l *• /� I W�OD STE S 1 I \ f ' r•� ' REQUIRED = 900SF X 100� X 2/12 � 150 CF 150 / 42.24 CF/VF - 3.55 VF - g USE I_ 8' DIA, X 4' DEEP DRYWELL (SEE DETAIL) 1s Ca o I E I 1 co � I l I S'FO N C.PS �/l r �R/� + PI Rq/ g•, ` 1 1 1 I Ct)RREP{r L1S OF PROPERTY o o , ` F\ F� a + PINE 1 J 1 GOLF CLUBHOUSE BUILDING- 13,200 SF CHIMNEY , �, 1. GO \,\ L.-36.34 STOCKADE NEB Oa / 1- 1/2" CLASS II 1" CRUSHED STONE 2. GOLF CART STORAGE BUILDING- 1350 SF ' FENCE \ I r E R T / 1 BITUMINOUS CONCRETE 18 WIDE X 6 DEEP 3, TENNIS COURTS .� v z z ' \ LIGH \ , . 36,19 �^.. ALONG OUTER EDGE & w o Lq 4..89x ORCN y'` ' I `� WO p I ' ' 1--1/2" BINDER COURSE PROPOSM TENNIS-PAVALION-_1200 Srx P L.-36.97 f.. /+OW / ". n R - - a_ M C a 8 n F eM p�k y�,,,� // l LOT CC1'ERAGE- PROPOSED 3% \ \ \ �, / I `EOOO� .LEGEN DATE: 01/14/2004 � \ �� x36.35 � / � _ 1ECF Mf, yQ • \ \ \ \ t TOP STEP o ` / / / RA! \\ / 5���+D sr� ELEV ELEVATION ' ` H FF FIRST FLOOR SCALE, 111 = 20' \ ` EL.-36.64 CONC. o ,� a/ BEN H \ ,\ \ . WALK �1 n� �, }y L FENCE / �� �`'` _ ._.. TOPS OF S ,IY[E " SF SQUARE FEET QUALITY CONTROL CERTIF'IC.ATION m rn �' ,��oLf3V. 2r�.94' ` ---��` t2 ROLLED GRAVEL SUBBASE Qp P E• D tUI�NGVp �929 �, �`_ t'rn, 20 -- EXISTING CONTOURS GROUP REVIEWED GATE LI S \ ' i.,,f F' u �j> ,t M , STONE WALL PROPOSED CONTOURS r, ,, , '`` / BITUMINOUS GONCR E PAVEMENT -µ 4 , PROJECT MANAGER , rt.a� p ." SURVEY �l �•o(,ar _ x36.37 ` EXISTING TREELINE x36.31 5 j 1 / i- --� NOT TO SCALE el c SHG�T ENVIRONMENTAL / ' / --- N© BUILDING SETBACK LINE 1 OF CIVIL 1p ��.V t`"i , .- \\ y I / ///VIER // /i` / \ PROPOSED BURIED (UTILITIES STRUCTURAL / ' 11 t EL.=34.3 I // / / / � /, \ � � PROPOSED INVERT ELEVATION ARCHITECTURAL _ -'` �� / �/ / / / ~ / \ / \\\ \ GRAPHIC SCALE IN FEET FILE J4821ti �. ., LAWN \\ �' REQfvF OE,'I OLK COLI0TY ....tmm»tttnr�tt»ttnr. Li j L , IC ' " ' ' � �' • SURFACE COURSE, CLASS *e � PROVIDE $ + " //+"'�� M C CONCRETE, SURFACE TO BE LEACHING POOLS PRE-CAST LEACHING POOLS (7) �V FINISHED WITH A WOOD FLOAT (SEE DETAIIL OR 9Y pTHER APPROVED MEANS MATCH EXISTING POOL12 SEPTIC M.H. CAMp�Eu ^ INVERTS-11.Oft�` \ 7 5" CONCRETE 4» " N 0 to -8 10-2 RISE 1/4" PER FOOT 1-1/2" 4" DIA. KNOCKOUTS r � \ 1N —C TO •-+-5 (w..� 6�- `�f ,c�:,•, ER S�---s S MANHOLE J�2 \ � Q•I 8" GRAVEL BASE •• . RCE� tORtlot+ n i o a b a b b tl a SEPTIC M.H. vC„ FO to-e��to-7�.a +o-s Rj � a � G�MIN IN PACTIOTN PLACED WIIRE iM MESH WELDED • 1 a n co [] v ty a tl o I, ` 15(lNG p s 4- -s IN Two couRs�s a o o e b o b d a �yr ( Q `� 5�PTIC M.H ,rye--'"-S _� F SECiUF2E TO t t/2" I i' \ O WJ a O ' a n o d v v b tl o GALVANIZED STEEL POST l �.� `f / ( 10-6 10-4 CROSS �rnoN �a a b cy n U o t a J GALVANIZED) 18/Ol.T5 ` � � �"'� � BRICK OR MASONRY 7—,T i m Se JOINTS SPACED APPROXIMATELY 12, 4"`'� 8'-0" DIA I p DICAPPED (1 TOP. 1 BOTTOM) l ' �� �. SEPTIC M.H. c, `' / TABLE do INVERT 10-s v o DIVIDED INTO RECTANGLES AS REQUIRED f 1 �y Q% \ 1 MANHOLE PLAN V U n sr�>FVlrERW REOM ` �����lll Q \ / 4 PVC FROM 5" CONCRETE• � NiRL BET � �''� SEPTIC M:�{ / CLUB HOUSE •� � �-' DRY WELL FOR ROOF DRAINAGE I H Y Ir S \ / CROSS -SECTION a'-O" TO GRADE \ ," *'' 4" PVC FROM GREASE TRAP Z p 8 GRAVEL BASE- - 'x; +- ' •-. tp . NOT TO SCALE NANIJIC�p I rtl N �� / / .,P�HK,LI�+.Sz.. \ '.k,,' ;j EXISTING LEACHING POOLS �t W \��CI �/�/ NOT TO SCALE F:.° / BLOCK CONSTRUC'110N tv o / 6x6 MCSH10/'10 WELDED \ "r SEPTIC M.H. TO BE REMOVED AND rtEPU10E0 cLUGHOlSE co w LONGITUDINAL SECtiON '�" CONCRETE: SIDEWALK \ SEPTIC M.H. ( �� ( �L f r- �_ WITH NEW POOLS (SEE: DETAIL) dp NOT TO SCALE \ O O --_ MAINTAIN EXISTING INVERT..ELEVATIONS V }.�.. O 24 \ 1 T N 4" DIA. KNOCKOUTS ('a-1 �� ?' ` '' 6] r -� \ s F PVC 0 o d v b ti tl e I SEPTIC FROM v" PVC TO 1 a a G o a t3 o n a EXPANSION MH #1 SEPTIC TANK \ j 0 o 0 0 C O G b o o ' AREA VVV o [! [f d d o d tl b "+ O� ABUTTING OWNERS: o S) o b ti t3 t:o b a e J 000 \ FIHERs' Is w"Li,ui�r a�3go 4" I-- b 8�o" olA b tl a \ . % LOCATION MAP SCALE 1 400 1••/ �r ) l .o '. ,SKEPTIC M.H. ` OTHM LAND OF y0N,c� / �' BRICK OR MASONRY i \\ I �` �� TABLE do INVERT MAP REFERENCES FISHERS ISLAND DI:IIELOPM�Nt CORP. LEACHING _ POOL DETAIL ! #2 MANHOLE -PLAN CLUB, EAST END ROAD; �<OF Hf{y y NOT TO SCALE z \ l (�\` SEPTIC M.H. 4" PVC FROM 1 TOPOGRAPHIC MAP PREPARED FOR FISHERS ISLAND CL NEW TENNIS �) t,1a QA� EXISTING 20JO00 GAL. � w FISHEP.S ISLAND, NEW YORK: CHANDLER, PALMER dt: KING; NORWICH, CT.; DATE: f, � p \ SEPTI TANK �� z PAVILION JANUARY 19, 2001: SCALE: 1"=20': SHEETS 1--4 OF 4 \ ` [� \� SEPTIC M.H. 'mot Suffolk County Department Qt'Health Services r ` v ac 2.) ASBUILT LOCATION PLAN, KITCHEN ADDITION; FISHERS ISLAND CLUB, EAST �' BENCH MARK Ap NAILproval for Constructien4hher Than Single Family � �' � � � .� END ROAD; FISHERS ISLAND NEW YORK; CHANDLER, PALMER do KING; NORWICH, 0 fv P.K. - 19.0C' Pp _ " \ \`�-. z TENNIS COURT CT,; DATE: MARCH 13. 2000; SCALE: 1"=40'; SHEET 1 OF 1 DATUM: NIGVD 1029 R�ierenc No;C/O G Y plow y3a \ TENNIS COURT 6 e` Ljs�els) y PROVIDE 2 PAVED .._ .,..,.,.. ........., .,.,......« ... HANDICAPPED BENCH MARK DESIGN DATA � 'flilese plans have been rev ewed for general conformance with Suffolk PARKING SPACES ELEC. ; t)aaunty Department of Health` services standards, relating to wAter PROVIDE SIGNS \ / BOX P.K. NAIL * , :.Lxlpply and Sews a dia osal. Re ardleas of an omissions, AND PAINTED Ems' � 11.40 \ EXISTING PER REF. MAP #2, B P 8 Y SYMBOLS \ DATUM: NIGVD 1929 1„a^onsistencies or lack of detail, construction iA,A required to tit- in \\ `^ \ APPLICATION RATE: 1.0 G./D./SQ. FT• 13cuordance with the attached permit conditiot ., \\ WATER USE: FROM 2004 METER READINGS 2575 G./D. (APRIL-SEPTEMBER stalndards,unless y e apartment.This approvat / APPROXIMATELY / / AVERAGE) years rora the up te, •te ded or re w 1 APPROXIMATELY XI NEXT �� G�`1J T END ELEC. ` EXISTING SYSTEM PROVIDES 1582 SQ, FT .OF LEACHING AREA '111 `L O 8 2001 ROAD AD M.H.' N \\ \ PROP ISE W/ TENNIS PAVILION: APPLICATION RATE: 0.3 G. D, SQ. FT. X 590 S.F,± = 177 EST. GALS, \ Approval Bate ewer \\ L / \ PROPOSED WATER USE = 2575 G. + 177 G. = 2752 GALS/DAY ,��� `� APPROXIMATELY REQUIRED LEACHING: 1077 GALS, X 1.0 G./D./SQ. FT.' = 1077 S.F 0 \ PROVIDE > \• PROVIDE 8 ADDITIONAL LEACHING POOLS. \ � �--- w / 2000 TO NEXT \ M »,,,,J SET WIDE -� \ G OF PAp/EMENT / ROAD , O CONCRvt SIDEW-", _ I II,1 Al I c>,MIABL �1_ITARY FLOW (SEE DETAIL! \ 6L \ \ \\ \ / N MANAGEMENT ZONE IV WHICH ALLOWS 600 gl/d/acee. ""-I X Q \ \ LAWN � SEPTIC \ \, SITE IS 43 ACRES, LIES I � \• \ w'�\ r�� / M.H. \ MAXIM.IM ALLOWABLE SANITARY FLOW IS 43 x 600 g/d/acre = 25,800 �..� 0 0, \' (STING pAPKI f� ��ACES� \ `�' g/d/acre. >_ FRKTw; p N ItIr SITE 2 /� \ \ �\ \ C ... E �``.` TMr1 E-D"T ...__-.._. o . o \' Q�T��" + \ DE NEW S � SrIC� Q\ \ LINE F R--KffCHEN WASTE to M.H. n cr \ » «� 1 T.H. `\ J \ \ PROVIDE 1O�Lk �~ \ vE tIFY LNVEftTS o -10` TOPSOIL O- w \\ ' - \.__ �-•'"\ \ \ 't FT. GREASE TRAP- w SEPTIC` �`\ m \ 10"--30" SANDY SU13SOIL (f) (�,� Fui - \ \ o AT THE TIME \ 4 `� \ \ M.H. 4 OF CONSTRUCTION 1 30"-56" FINE/MED, SAND Li --- (-� \ _ U �-""\ \ \ Qt PRO'MDt�•-_ ._.\ / - WATER 0 96" N w N __--�GF#T-- LLi`ITi .�, \ \ \ EPTI MAN( HOLE 2 �� E �. • PROYiIDE PINE\ 4t.,i. <° 4 t ( ) \ J GROUND WATER ELEVATION 02.5 f _ _ r f- \ r ,c., SEE DETAIL --- STEPS • r_ ——_ _ _.M N HOLE t APPROXIIMATE TENNIS COURT �� + 13.37x &Z3 p� LL.I ttG � ---� _ [3Ft1tWEl1.��;���QQRR DE SLEEVE \ LOCATIONT + W V) r _ — --- "- -�� _--____ `RDOFbRAIf�I�G� IDRAlIT�PLE � `�c� _t, I t4 t SEPTIC LINE ` --_ m~� / 1. THIS SURVEY WAS PREPARED FOR THE t�ARtIES AND PURPOSE INDICATE[) 1� R LINE\ �`:.<,. .. PROVIDE NEW BLbG• ) < ::;;:: :,. / � HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO t4 ;a:; :r, .>`< :;- -;..: ;: SEWER SERVICE 1 66x W PINE t_ fi. \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE NI folr>.Y; ANY ROOF PENETRATING 7ELECT C PINE , INE *t:'<r. VENTS 'TO BE PAINTED ENGAGEMENT. O - - - TO MATCH THE: BUILDING R(Ok LQC� - I� ^Y ;. -\ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS \ PIN :} ; .: TRIM COLOR 15 22x r„'-�""`- / / ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR T _914TtE� �r \ `� \ \ �NATE RVICL\ \ N;: f`. ..;:::. .: w 0 ALTER AN / / / / r ` \ - PROVIDE BUILDING MOUNTED 1 / r ` \ \ \ 2s \ \ \ v:<:: r ITEM 114 ANY WAY, 14x P E <.PAM:: L;GHTTNC-RAB S1360H8, v �\ �`'� ) \ / ✓ x / i Q \ \ \ \ \ \ r; "' .; +17.1 =.Fr >' t STL,30002 BRONZE FlNISH 1211 BRU8ri / / O \ �,\ \- \ '\ `\ \ I : „y,., w;z<-` - r:<:.< r 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND. SURVEYOR'S FLA�.P-DLE\ \\ \� �' \ �` DCISi7NG \ <x;_:;..`<:; ;: : ' :_: i 3:::. <''` & (9) NORTHEAST LANTERN 5821 t CHERRY O / �\ I \ IJNt� \ �.,,; ,:;. <, ,,..,:;,,.::.:, x15.62 W, UNITS f o / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF \_ \,, r 1* l THE LAND SURVEYOR. WOO R \ \ \ \, v\ E «. ;. f2CFi ``� 0 / r \� \ ,<:��:>;::�,.: �.��;t, :..._:��<;t�<«;>;�: TENNIS COURT LIGHT / / � \ \\ 30 I �' `. \�R\OVIDL: 20 \ \ \ - ' \ �'a ( TWIN 12" \ \� \ 4.) SITE IS IN THE TOWN OF SOUTWOLD, COUNTY OF SUFFOLK TAX MAP 1000, //` CHERRY °g �„ SECTION 004, BLOCK 6, LOTS 9, 11 & 12 to > In z z 0 = z I / STONE LANDING \ \ `� I\ P I 5. TOrAL AREA = 43.Ot ACRES. oc \ \� '� � \ \ ' BENCH MARK � � l� ``� g" � \ BRUSH / ✓� In// // 36.29x _ 36 --� \ \,___ i �(' \ l \ , P.K. �L20.37• f \ CHERRY / : 6.) SIZE IS LOCATED IN R-120 ZONE. ELEDATUM: 1929 \ \ LI {T / `/ / 7.) APPLICANT: FISHERS ISLAND CLUB Rl20NIDIE I C/0 PAT SCHIESTL z Ll HANDr-&P RAIMP > > \ BURIED / / FISHERS ISLAND, N.Y. 06390 0 6 ABLE I In, x VCE / /� 1` ` \pyA D$�E / FIRE If / ^ \ \ BOX / � / 8. SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL � Q 0 o 4 z z I---/ LAWN o �� ' f I ' \ \ RELOCATE' VALVE AND / � \ \ / / � / SYSTEM. 8 E E a o \ a ( \ \ x16.23PRoTEcr \ \ / E G'i a a o d STEPS // e J I ` \ \ \\ DUR NG C�ONSTRUCiION \ / / l I•- a a �tr \ \ \1`US JUNIIPER \`15 f \ \ / 91) BASE FOR LEVELS: NGVD 1929, \ . B H\ W I-XI �✓ y \ \ \ \ \ 10.) LIGHTING TO BE LIMITED TO BUILDING MOUNTED FIXTURES. x •35 �• \ \ \ \\ \ I � F HE EXISTING AND PROPOSED o o12, x •, �. ' � � \ I 11,) THERE ARE NO WELLS WITHIN 150 0 T �. N ,n Q, � N \-TOP STEP `j ' , \ N\ \ ( LEACHING AREA. 0 a o 0 0 EL.=36.63 i EL.=36.17 CONC. 6' PINE I ` I I STEPS `` 1 \ / 4U 28:412 \ 1 \ / \ I DRAI CF CALCULATION ATIONS 1 n h z 0\ PRO. SHOP 'Y,., EXISTING _� \ I I /,- -� ' / \ 1 STRucnJRE 1 Iy' c`1 CLUB HOUSE d c� i COVERED PATIO I / 1 �• "`, o \ r/ I I I I 900 So. FT, IMPERVIOUS AREA I Q I W�OD STE S I , / I r'1 I I I REQUIRED = 900SF X 1007. X 2/12 = 150 CF ` . D d p -a �� G � . � ti � ., •. z r ��' � I \ I �/ ' � � I 150 / 42,24 CF/VF�- 3,55 VF 49 ti! ` c, 1 / ��- 8 r ' ' USE 1- 8 DIA, X 4 DEEP DRYWELL (SEE DETAIL) - m '� b o 00 ONC. e�T• , PINE I „ 1 -''� 1 I 1 I t I �j$Q�NT USE OF PROPERTY a �? a \ \ x -F Ps / aRi�F� - Rq�� P8 E ' , 1. GOLF CLUBHOUSE BUILDING- 13,200 Sr CHIMNEY L.=36.34 STOCKADE N =' " \\ "' W 00 e / 1 1- 1/2" CLASS II 1� CRUSHED„STONE 2. GOLF CART STORAGE BUILDING- 1350 SF ri x �^a E R ' / 1 SITUMINOUS CONCRETE z W FENCE 18 WIDE X t; DEEP 3, 7E�'NIS COURTS \ LIGH� 4E•89x } `^ ' Wp D + �' ' 1-1/2- BINDER COURSE `' '� " w o \ \ PORCH ~ = y 36 13� N ALONG OUTER EDGE W z z \ \ \ o L. 36.97 lOw OF T/ R cn / ' pQQPOfiEIS TENNIS PAVALION-...1200._Sk" d g a U CM OCK y��„� / LOT COVERAGE- PROPOSED 3% \ c6'°oa' l DATE. 01/14/2004 x36.35 / ' I \ ow FF FIRST FLOOR SCALE: 1 to = 20' TOP STEP p / ELEV ELEVATION EL.=36.64 GONG, 0 ,�� I !!��// � WALK � � % / � TJOP OF SPICE + / / RAIL FENCE -•,. \ - SF SQUARE FEET QUALITY CONTROL CERTIFICATION � AZE � ` \ 12" ROLLED GRAVEL SUBBASE r ---.._�_ - 20 - EXISTING CONTOURS GROUP REVIEWED DATE n m q y Q� pLl E 5 / D M: NGVD �929 / �, \ --Z�OJ PROPOSED CONTOURS PROJECT MANAGER ?••-r•.o,T -0 .. , / / / \ BITUMINOUS CONCRETE PAVEMENT STONE WALL SHEET SURVEY �� -7.ip/,ai x31i.37 x36.31 5 / �Lt, �/ / / / �� /' �._` / 1 NOT TO SCALEEXISTING TREELINE ENVIRONMENTAL .�� / XA / l - "� _ ( BUILDING SETBACK LINE: 1 OF I CIVIL !Z '7•o r.. �- -� ' ZJUbWER /� r i� \ PROPOSED BURIED UTILITIES 20 STRUCTURAL �� t / --., f \ 33.0 PROPOSED INVERT ELEVATION EL.=34.3 I / / / / _ -y \ r- ARCNITEC7URAL 1 � ' _ .-• '- /! � / �j / / � `\ � \ /I \ \ \ GRAPHIC SCALE IN FEET LAWN FILE J4821