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HomeMy WebLinkAbout1000-1.-1-3.13 (2) REVISIONS 70/30/2000 REVISED �POND---- ., 06/04/2002 REVISED \ 09/14/02 REVISED LIMITS OF\ WETLANDS 09/16/02 ROOF DRAINAGE LIMITS OF WETLANDS I � EXISTING TURF p WATER LINE .' / / GREEN MAINTENANCE / BUILDING Z q \\ EXISTING MAINTENANCE FACILITY \\ (TO BE ABANDONED) W EXISTING DRIVE W •G� PROPOSED 40'x80' STORAGE BUILDING a a ll •\\ \\ ail, / 9TH • G TEE -1 Tye,_ f� W IV P3 ("r��BRUSH LINE z J w \ _ � (TYPICAL) - Z w Q ° r V a EXISTING SEPTIC - a o SEPTIC - - I• �POND� SYSTEM - - EXISTING BARRACKS _ %J00 _ _ n O.I.. -- -` - - SHED f \ \ ♦ � 1\ I I Cg41 No REMOVE ABANDONWASH ED \ v/ Fk/ •\ EXISTING MAINTENANCE FACILITY WITH CHEMICAL STORAGE AREA ,1,• ,+ 4 4 x 17.0 15 .+ , •1 °/ ' AK PROVIDE PROCESSED PX C 2) 8 +„S. ROBU/�O/� \.\ �' F•, \I EXISTING + + 4 ELF GRAVEL SURFACE g EaNG CHER Y +„0, . yATE•RSnNG 1`-:, `;���,' �(• \ LOCATION PLAN / C. BOX 1, C ) PROPOSED EDGE OF DRNE 1 '''�' ••• \ �., 1 , 100 50 G 100 `6 PROVIDE 5' z 40' 4`• ���'- "-� DRAINAGE STRUCTURES j � / _ '—LANDSCAPED MEA '\ GRAPHIC SCALE IN FEET 8'91 X 8' DEEP DRYWELLS I / INV. IN - 18.0 MAX,. , ,.. ; ,•r,., _ PROVIDE 3 (SEE DRAINAGE CALCULATIONS) PARKING SPACES . . !..:.., , ,,,:I•✓„ µ;• O _ 3 NOTES / ry i6' __ ` ir'',!•,\�<; "(• '�•Y - '�! / \,p \ �� — — ` ` ^ryo' 1. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEO'.tiilC SURVEY TRIANGULATION STATION "EAST END 2 O Qnn y��, •,ql / \ � 2 + p Q ` c�� ' G' 7 WELL \ 1 2. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, TAX MA.` 1000, SECTION 001, BLOCK 1, LOT 3.13. 18_ S'Ip Op� BO © 0 2 \ ELEVA711ON 1971E g� REQUIREMENTS 3, EXISTING UIOFING THESSU FOLKS COUNTY DEPARTMENBY MUNICIPAL T OF HEALTH.R AND ON ITE SEWAGE NO BATHROOMFACILITYSTEM IN PROPOS D IN THE WITH THE NEW STORAGE BUILDNG,DS NNO \ V�SF O,pC' \ DISCHARGE IS NECESSARY FOR THE RECYCLING WASH EQUIPMENT. 2p_\ N/F 4, SITE IS IN R-120 ZONE. j 0 REMOVE EXISTINGI )e MILLIKEN Z /N _ WASH PAD �1 \ C I *• \ O 5. OWNER: FISHERS ISLAND DEVELOPMENT CORP„ \ °' }-to c o ROBERT WALL, FISHERS ISLAND, NY � s , J 6, ON SITE WELL USED FOR GOLF COURSE IRRIGATION ONLY. . ' PROPOSED EDGE OF DRIVE \ \ C y:,�”' � 7. TOTAL ACREAGE OF SITE: 154f ACRES. m Lij 10"W B. PERCENT OF LOT COVERAGE - LESS THAN 19. N58'S0' C/ 18.44'\\ m,,'�� '• :} /'° 9. DISTANCE TO THE NEAREST HYDRANT CONNECTION - 400't Q • ' IRON PIPE .z J K N 878.64 A \ "1'r.A�•St1(:� W 445.93 DRAINAGE CALCULATIONS a O U r \ (n o V / STRUCTURES #1 & {�7 PROPOSED STONE RETAINING WALLRpq p w LLI L` \� WASH PAD EQUIPMENT AREA \ (VN/Mp a W Z z ROOF AREA = 100'X40' = 4000 SF IMPERVIOUS m (n 0 O •\ REQUIRED = 4000 SF X 1007 X 2342 = 667 CF p of x z \ UMITS OF CONSTRUCTION 'QO 667 CF / 50.27 CF/VF = 13.27LLI '\ �OJ USE TWO(2) - 8'0 X S' DEEP DRY WELLS FOR ALL ROOF DRAINAGE >j O Uj In 74T• r U IL �' V) LLILL- w J = V) \'\ S58'50'10"E \ 17.00' `\ 11 PROPOSED ` ROOF LEADER M j STORAGE bi BUILDING (n 0 I BLOCK 7 LOT 3 6" PVC WYE 0 IFOFNO ���a�� ANDREWS OVERFLOW EWS h� TO LT VC CUT MIN. 6" SOIL COVER LENGTH N/F NOW OR FORMERLY 2 OVER DRYWELL j ELEV. ELEVATION WITHRCOVER S TO GRADE iQ{7Pa�'O��'� BY I APPROXIMATE FF FIRST FLOOR FILTER FABRIC PLlJNNI,,N' - BOARD j FROMBPONDR x 17.0 EXISTING ELEVATION TOWN Q;iF SOUTH= --18-- EXISTING CONTOUR ° 90' BEND o 0 o a o DAT QY j 2 3 I •-18—+ PROPOSED CONTOUR m OO O O° O / 6" SDR 35 PVC SLOPE AS REQUIRED O° CO OO O j 20 10 0 20 1" SIZE STONE OR OO _ D7/1s/z000 OOO DATE: / GRAPHIC SCALE IN FEET SCREENED GRAVEL / e O O oo �� .r• . - SCALE: 1 20' 0 p p OO OO / STORMWATER DRYWELL DETAIL e:24 o a o / NOT TO SCALE 8, OCT 21202 SHEET OCT Southold Town 1 OF 1 Pla"ning Board 00832-Fishers Island Country Club\dwg\FICC_STORAGE-BUILDING-REVISED.DWG/NT REVISIONS U � Z Y z 4 ° o� LFF NV J w� 0 v� A 3 G Z a Q r koloo ' 1 LL ,mc* 1 t2(O zc.Lol� naa�-�- _ � I ti z _ N7 - Q i 1 I SZ° GBY2L V � { Q U \ re --sere Q WJ �XG Wi Dyfp WF:F - - U _ e N � LLEJSPp G-?.NG, PAD FOP- - �- �yFSi cCWA7ER 'MFATMEN7 I '-w gUIY/JI HN"�-T/5L4Ga_.EL_I..I J IA) Qi -64 (gyp ka 1L I 2v-nri 201 Q1 ��I Qy LOLQn LSI—OI DATE: jOt30�60 SCALE: Grv� !i21 II REVISIONS IZ gr-7 # r s y �y P {cL C IL P rc � � w m Jw G °z Q � 2n:o" 2a'- o° QhL o+ Zotp^ QoLd• p < s , I�I■� v5&, �zr-�A��------- ---- ---- --- --- — -- -- -- ----- — r rrf w — JGT c-TGP--rot �N�LL i I I I j I IT I I li I I I Imo` I I - I Ln7aZe�"N Wo�c.. (�bf�"'62a"-ZDN G� FTI"n I I 2i 611 I I I Q J i I j II I ILi _ I •, �, �_'S,mss u i — '� Q - ----- -44 — ---- —.-- —.---.—.—..—.—�. Z i11 U'I -- I — -- ---- - ---- — Dft z Wao N - - - A-- 7-- Z - =N - - -- -- - - --� _z Cmri lrz hl REVISIONS �L— I ' F/E- SThLLT °U J Q o 0 a a �� J w �dL71MG I� 2 U < � I --.-�- �rr��rrCrrr ---- k7110µ1WPF2o76All �—-- - - - - - -----_ -- - _ / ;% A_ � MIL PF1LY i3'?��aa2tEt� �9 .�77NZaF7'Ca Q rotyufnNs - - I i tassat:x ,-MFr i - ----------- 6w CV All 23[rsrp S'f III 11 ir 1111 �` 4d'; _ I V '' lo-s<T�p1.113� / \ >nrCr�rL_WD r.,. ---- ------ - RU 2l.!'�t1A•' D,ATEi-=1�/3a��,� -- SCALEiAsra--r-D-- _ - Ge.Se. �iZZ REVISIONS D Z Y a �Y � =a J � d IL rng vG c J wo 0 v; Z � 3 Q vo U a � REPRESENTS SLAB PENETRATION ''I'/ moll ppi g Ca Wash Pad I� " PVC SCHEDULE 80 RCED EFFLUENT N HARD 90 DEGRE ENDS SUP ORT STUB OU Waste2Water Collection Sump m 3/4" CONDUI SUPPORT UB OU TERMINA IN 4" X4" NEMA4 J" BOX ) 4" PVC RAVITY DRA MAIN MP PUMP. Z' Z MAIN IN 1/4" PF FALL TO OPE TED BY — MAI COLLECTION SUM IN WA TE2WATER CONTROLL Q 0 W H PAD d HARD 90 DEGREE BEN — —1 U) Waste2Wate N Clipping Sump � N odel 4000 'o d) V o _ aO o it ElecDistPnl 230 VOLT —T U SINGLE PHASE 3/4" CONDUIT 11/2" PVC SCHEDULE 80 30 AMPS SUPPORT STUB OUT Equipment Pad FORCED EFFLUENT FROM TERMINATE IN 4" X 4" CLIPPING SEPARATOR �^ Z GREE BENDS NEMA 4 "J" BOX NO HARD 90 DE „y z CLIPPING SEPARATOR 20- 0" PUMP. CONTROLLED BY �:3 (� MAKEUP WATER 1" MIN WASTE2WATER CONTROLLER - 4"0 PIPE AND PLUMBING POWER AND CONDUIT U <1 D - z LL, Lu NOTE DATE: 08-16-01 INFORMATION ON THIS PLAN WAS SCALE: 1 /4"=1 '-0" TAKEN FROM PLANS 5U5MITTED TO GPK BY ENVIRONMENTAL SYSTEMS DESICzN, INC. — DATED: m9/12/Om DRAWN BY: S. KENT - zz m