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Home My WebLink About1000-83.-2-17.35URYE'(' OF PROPF:RT'r' 51TUA i .I-.. C, UTC, HO~UE TOHN= ,~gUTHOLP 5,UFFO/K GOUNTh", NY Joint Industry Board of the Electrical Industry ,., APPROVED BY PLANNING BOARD TOWN OF $OUTHOLD / i N · IHONUH~NT FOUND S89°53'40"W 1293.92' ®P-.APHIC, 5~ALE I"= 60" JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEukD, N.Y, 11901 369-8288 Fax 369-8287 REF.~2:\Users~/oha~ropbox~2000 PROS~20-153 for final.pro ~OND ROAD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPLICATI'ON FOR SANTORINI BE:ACH RESORF lO?iLl` Suffolk County Depar~t of H~] ~t~, Selwlc~s J Aplmml for Coa.q~ucfiomOthm- Thau S~e F~ j supply ~d sewage disposal. Regardless of any o~JssJon$, ~o~ce ~ ~e a~&ed ~t condi~ons ~d applicable s~,~e~ s ~ the Dep~enL T~ approval ",JAN 1 8 AFl~a'al Date 3800 DUCK POND ROAD CUTCHOGUE TOWN OF S OUTHOLD SUFFOLK COUNTY, NEW YORK SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDH$111§/09 COMMENTS MG SCDHS OWR PJ27/09 COMMENTS MG SCDHS OWM~/27/ogCOMMENTS MG , REVISED PER $CDHS COMMENTS MG ISSUED TO SCDHS i DATE DESCRIPTION MG BY ) iT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER iN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGiNEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF Ti- ALTERATION ON THE DRAWING. GENERAL NOTES: 1.NO CONSTRUCTION SFa~LI, COMMENCE LIN ill ~ FOLLOWING CONDITIONS ARE MET: 3.SANqTARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF 10.0' NOPdZONTALLY AND 1.5' VERTICALLY BELOW ~ EX~STING OK PROPOSED WATER MAIN. 4.T~E CONTRACTOR SIt2~L ]:qJRiqI SH AND INSTALL AN D/qDEROROUND IVKa, POUNG TAPE ALONG ALL SEWER LINES, FORCE MAIN AND HOUSB CONNECTIONS. 5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY THE WOP,.K TO THE CONDITION AS BEFOKE THE WORK COMMENCED. 7.D~O CONSTRUCTION, A REPRESENTATIVE OF ~ HEAL~ DL~P. AP, TMENT ['gJ S T BE PRESENT TO'OBSERVE AND EXAMINE THE WOPd(MAN SEDP AND MATERIALS BEING S.TltE CONTRACTOR SE. ALL BE RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE IN A NON-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH TH~ REQIYlREMENTS OF THE NEW YORK STATE DEPARTMENT OF LABOR. OSHA AND ALL OTHEK AGENCIES HAVING JUPJSDICTION. THE CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. DRAWING LIST: SAN-00 SAN-01 SAN-02 SAN-02A 9.FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE FULFIEL]~D TO THE SATISFACTION OF 3['B~ [-~ALTK DEPARTMENT: EWA E,~I FOSALSAN-04 A.SATISFACTORY INSPECTION BY THE OFFICE OF WASTEWATER MANAGEMENT OF THE S O S SYSTEM. CALL 631 852 5754 TO SCNEDULE A]':r INSPECTION. SAN-05 B.SATISFACTORY INSPECTION OF THE WATER SUPPLY SYSTEM BY THE OFFICE OF WASTEWATER SAN-06 MANAGEMENT. CALL 631 852 5754 TO SCHEDULE A/q APPOINTMENT. C.FOUR pEINTS OF AN AS-BUILT PLAN ARE KEQUIRED, THE AS-BUILT6 MUST BE SIGNED AND SEALED BY ASAN-07 LICENSED NEW yORK STATE LAND SURVEYOR AND SUPPLY EXACT HOKIZONTAL AlqD VERTICAL INFORMATION OF SEWER LINES, ST~tUCTURES, ETC. AS-BUILT6 SHALL BE pREPAE~D IN ACCORDANCE SAN-08 ~ SCDHS ETANDARDS FOR AS-BUiLT DRAWINGS. D.CERTIFICATiON FROM THE LICENSED SEWAGE SYSTEM DISPOSAL INSTALLER IS REQUIRED, l 0.THE MOTELS, POOL CABANA, RESTAURANT AND TRAINING FACILITY ARE TO BE USED BY THE MEMBERS OF THE JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTKY ONLY AND ARE NOT OPEN TO THE PUBLIC. SAN-02B SAN-02C SAN-03 SAN-03A COVER :SHEET EXISTING CONDITIONS & DEMOLITION SITEPLAN SANITA~RY & STO~ATER DRAINAGE SITE PLAN WATER SERVICE SITE PLAN (note: water service to motels, restaurant and cabana has akeady been installed under the scdhs approved interim water supply plan) WATER. MAIN PROFILES SANITARY PROFII,ES WEST MOTEL, EASE MOTEL & RESTAURANT SANITARY & STORMWATER WEST & EAST MOTEL SECOND FLOOR PLAN TRAINING CENTER & CABANA SANITARY& STORMWATER DRAINAGE PLAN SANITARY DETAII,S SANITARY DETAILS & SEWAGE DISPOSAL DESIGN CAI,CULATIONS SANITARY DETAI1,S SANITARY DETAII,S NAME & ADDRESS OF OWNER/APPLICANT: EDUCATION & CULTURAL PROPERTY HOLDINGS, INC. 158- l 1 HARRY VAN ARSDALE AVENUE FLUSHING, NY 11365 JAN 2 ? "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE-00146 FACSIMILE: 6.51.232.1556 JOBl/~ 08AIE-O0014 E~-~$Z GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 · PROJECT S2~-X,ITO~I BEACH I>dESORT 3800 DUCK POD ROAD DRAWING DATE ~/E~/o~, SCALE PROJECTo~,A~ oool4 DRAWN BY CHECKED BY uS. SHEET 1 OF 9 RAWING NO. SAN-O0 f ® : LEGEND / /' / / ~ , / /' / ~-~ ~ " /' // '/ ~ ~ ~ K CORP. COMPLETED AUGUST, 2002. / ~ 5EA~ALL ~ ¢¢,.-" ~ ~ ~ k. ~. O 7'~'".~ ~'~ ~ ~ ~----46~ ~ ~, k'% X k INSTALLED BY KREIGER WELL & PUMP VENT TO~ / / -- ~¢ k k & ~¢ ~" ~0. ~' ~ ~ ~ % k ~ k ' % THE POTABLE WATER SYSTEM. E~, ~, SCDHS AUG 09 COMMENTS SCDHS 1/16/09 COMMENTS SCDHS OWR ~27/09 COMMENTS 3/~/09 sc~s owM ~27109 COMMENTS MG ssu o To sco.s IT IS A VIO~TION OF THE ~W FOR ANY I RSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS ~F AN ITEM BEARING THE' SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPEC'IFIC DESCRIPTION OF TNEJ ALTERATION ON THE D~WING. "THE P~NS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BE~EEN THE OWNER AND JAMES, ~SA~ A ASSOCIATES, LLP. THESE P~NS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAYJ NOT BE REVISED OR REUSED BY ANYONE WITHOUT J THE WRITTEN AUTHORITY OF JAMES, ~SA~ ~ ASSOCIATES, LLP." ASSOC T S, 11 OVAL DRIVE SUITE 129 JS~NDIA, NY 11749 TELEPHONE: 651.592.2~60 JOB ~ 0~--00146J FACSIMILE: 631.232.15~6 JOB ~ O~E-OOO14J fEHAsZ ACALONE J43t CONKLIN STREET JFARMINGDALE, NEW YORK 11735 ~TEL:(516)420-8383 F~:(516)420-0195 rPR°JEcT ~80~T / L / / x & // / / / / ~ / / ~/ / ~ .,, -,, / ~ 1.EXISTING SANITARY SYSTEMS SHALL BE REM[DIATED AS INDICATED ON THIS D~WING. '. I /'//Y ~// / / / ////~//'~"//~ // ,,,/ %,. ,. "' SANITARY STRUCTURE ABANDONMENT SCHEDULE-. ~"~'~'~'n, .................................................... '~:~ '~"~n pnn~ ~ nv~e~mw r~nu TU~ N ACCORDANCE W TH S~FFOLK COUN~ DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. :' ~PROJEC~ oool~ I SHE~ 2 OF 9 / x ~ ~ X ~ ~ ~ ",. ~ ., - SHALL NOTI~ TH[ SClDHS OFFICE OF POLLUTION CONTROL .,. ~,~ / ~ d ~ ~ '-- / OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN '~ EXISTING CONDITIONS SITE PLAN EXISTING 8" FOR SERVI TO STREETa MAIN HOLE B IN STREET SERVICE BY SCWA~ LINE '~ BY ,0 0 ¢? 0 ~ A© LIN~ OF APP.~E~T ,/ / / / / ? / -- NEP4 .4' H CHAIN LINK` FENCD EXISTING CONDITIONS SITE PLAN (TYP) PAD ; 2"CW 4"C~ 4"FS EXISTING SIAMESE CONNECTION EXISTING HOT-BOX FOR DOMESTIC AND FlEE SERVICES FROM STREET. 3" WATER SERVICE FROM METER TO RPZ EXISTING WATER METER INSIDE PROPERTY LINE 4" WATER TAP IN STREET FOR 2~' SEEVICE BY SCWA TO METER 0 PROPERTY LINE APPROX. VISTA 4"CW '\ \ \ \ \ AT \ TO TEST, -tOLB B \ \ / \ \ \ \ \ \ -- COASTAL EROSION HA_A~P LINE EXISTING 7 RECEPTACLE ROOM WELL W-l: TO BE USED FOR PURPOSES ONLY. ALL WELL HAVE NEED DISCONNECTED. ARE NO CROSS COI~NECT[ONS INTO WATER SYSTEM. EXISTI/~G VALVE MAIN 4" ~FOR FUTURE TAP SADDLE OFF ASSEMBLY EXIETIN® BOCCI BALL COU'P-.T // ADEQI~ATtRpZ DEvIgE SHALL~/ BE pRQVIOED TO PROTECT/ AGAIN,ST ANY pOTENTI~ROSS- CONNECTION FROM THE SWIMMING POOL AND ASSOCIATED EXI~TIN~ OUT~OOt~. ~H/MI~I]IN~ POOL EXISTiN® CABANAS 1000' FROM EXICTIN¢ TREE LINE (TYP) LAMP NOPI OP-- FORMERLY OF NICHOLAS ALLIANO ~I&TIN® POOL EQUIPMF'NT ~,OOM/TOI LET& / LEGEND 0 SOIL BORING LOCATION EXISTING SANITARY POOL WITH PIPING & VENT REVIEWER'S INITIALS: EXISTING WELL NOTES: WELL W-l: No. S120279 INSTALLED BY KRE~GER WELL & PUMP CORP. COMPLETED AUGUST, 2002. THE POTABLE WATER SYSTEM. EXISTING WELL W-2: TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE NEED DISCONNECTED. THERE ARE NO CROSS CONNECTIONS INTO THE POTABLE WATER SYSTEM. EXISTIN~ TP-.EE LiNE (T'fP) ,/ / / / / / / ,/ / /' / / / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL METE5 AND DOUMDS,~STLAMD5 AN~ PHYSICAL STRUCTUre5 A~E SCALED I~IMENEIONAL¥ PROM 5URVE'r' BY JOHN TOTAL AREA OF I='AP-,CEL -- 1~.Eq AC,,~E5 BITUATE: ~BO0 PUC, K` POND CDTCHO~UE "rObiN OF 50UTHOLD NOTE. TAX LOT ~5-2-1, 2 AND 17.2 HAVE BEEN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY REAL PROPERT~..,.~17.3) REPLACES THE FORMER 83-2~-q~,_~ 2 AND 17.2 TAX MAP NUMBER~OLE B-2 P~OPE~"T'h'LIN5 BUILDING GROSS FLOOR AREA SCHEDULE: 1.WEST. MOTEL:B,030 SF 2,EAST MOTEL:8,2B5 3.RESTAURANT:3,154 SF 4.CABANA:l,654 SF 5,TRAINING CENTER:18,O00 SF LiNE LANO NOH OR PORMERL¥ OF TIMOTHY T. STEELE ,~ JEANE P. 5T~ELE. AFPROV D PLANNING BOARD TO~%~H {%: ~ ~, ~- K, .~ , H~.~LD ISSUED TO SCDHS MG DATE DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. JF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ES ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA &: ASSOCIATES, LLPf JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 6Xl.2S2.15S6 JOB I 08AE-00146 JOB 08AE-OOO14j ITEHASZ GIACALONE ARCHITEC'IB, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 EL:(516)420-8383 FAX:(516)420-0195 "PROJECT SANTORll',,TI BEACH R.~.SORT 3800 DUCK POD ROD ' DRAWING FINAL ,zkS-~E~LJJLT 5LJf~,'NfET OF LUI./~,TE~ 5LJ~i. LT DATE '~/2~,/0~, DRAWN BY Ma. SCALE AS-NOTE12 CHECKED BY H.~. SHEET 20F 9 DRAWING NO. LP R/W/D/E# moP E ,=' LINE OF AFP~T ~0 /~ ,/' ~/ ~ ~ I STRUCTURE No. RIM EL INV EL IN INV EL OUT BOSOM EL EFFECTIVE DEPTH GROUNDWATER ~ ~ ~ ~ HIgH ~ATD~ ~.. /./ ~OP~ ~ANITA~ FOre ~AIN-~P,ll .-~/ ~ROPOSED LEACHING PIELD. ~NDWATER @ B-4 IS 16.8 FT. ~E ~EVATION ~ B-4 iS lg.15 ~. ~TIMATED BY REFERENCING ~m~ ~.~6.56 = 1.11. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 5.16 BT1 11.50 7.50 7.00 2.00 - BT? 21.85 18.47 17.97 1Z.97 - S~1 19.50 16.59 XOVRSTS,ST2 9.59 ~jT~ 19-30 -- XOVR ST5 9.59 - ST4 19.50 16.09 9.59 - fit5 19-3Q 16.09 9 ,[19 - I~Rt 18.50 16.0S 15.93 15.93 -- hiP1 18.40 15.55 15.$0 7.30 8.00 4.14 Lp3 18.25 14.87 6.87 S.00 3.71 ~z 18.10 14,78 6.78 8.00 3.62 n( P3 18.50 15.20 14.95 6.95 8,G6 3.79 LP9 18.80 14.87 - 6.96 8.00 5.80 LP11 1R.75 14.76 -- 6,76 8,00 3.60 LP12 18.60 14.87 -- 6.96 8.00 3.80 liP14 18.50 14.77 - 6.77 8.00 5.61 LP15 8.15 14.78 - 6.~78 8.00 3.62 / .~ ~I / / BT1 BT2 I0' DIA * ~'PlA / ,/ / / / LP--~ ~ P~P~ED lo'DIA. ~ANITAEY LEAGHIN~ POOL ./ / / / ,/ / .,~- ,/ ,/ / ,/ // / - SANITARY L~HINe POOL ,/ / // / / ,/ / " ~ / B~ 50IL ~EJN~ LOBATION // / ---~ // / / / ROOF ~ 0 PS~ P~OP~ED 5ANITA~ PUHPIN~ STATION .- /' / (TYP.) ~ ~ ' , w/ -, s N ' X DEPARTMENT OK 'x HEALTH SERVICES ./ / y~O'DIl EL~6.05 ~ ~ ~ ~ ~ ~ ~ NN a~ ~ ~ WELLEXIISTINGw-I:WELL NOTES: .... ~__' INSTALLED BY KREIGER W~LL ~ PUMP 1.EXISTIN~ WATER SERVICE. ' ~ /"' ~o~' ~ DHIS2-BA ~ x ~ ..... ~--~x x o~Y. S~FOLKCO~YDEP~M~OFH~SERVICE: [NV ~---~-~ X ,~k CQIRP. COMPLETED JUNE. 1976. 5.SEE DWG. SAN-03, SAN-04 FOE ALL SAN · STORM CALLOUTS (TYP). k k ~,3 X 6.ALL SEWER LINES/FORCE MAINS MUST BE LOCATED A MINIMUM OF 10' SEED~W~G~ OFI~ FOA SP~C~ CO~[( EXISTING~ BOTH ~ %~ X X k ' X THIE POTABLE WATER SYSTEM. ARE NOT OPEN TO THE pUBLIC. ~ ~ k Xk'%.-k X 8.BACK UP GENERATOR SHALL BE CAPABLE OF TURNING ON AUTOMATICALLY AND BUILDINGS EXISTING X ~ X k k ~ k k k k k k k X X,k ~ ~. POWERING THE SANITARY PUMP STATIONS UPON POWER FAILURE. CW ~[ INV k ~ ~ ~ ~ ~ ~ 4.CABANA:l,634 SF TOTAL A~EA OF PARCEL = 1~.5~ ~ ~AD DEPTH / x ~ ' CJTCHO~UE ~ ~ ~u X ~ ~ '~ ~ ~ 5UPPOL~ COUNTY, NY 7 1~09/09 SCDHS NOV Og COMMENTS MG STATION ~ '~,PS FORCE / f ~ ~ k k ~ ~000-0~-2-1 j 6 [10.29.09 SCDHSAUGO9COMMENTS MG " / I EMERGENCY ~. ~, t ~ 22.80~ k k k , ~ POWER (~P) IP STATION ~ ~ I I I ~ ~ ~ k x~ ~ ~ ~ ~ I~-~-~-[w.~ 5 7A0.09 SCDHS 1/16/09 COMMENTS MG (TYP~ FLUng ~ ~ ~ ~ ~ ~ ~ 5HOUL~ ~ TAKEN A5 SUCH. ~ONT~A~TO~ 5HALL FIEL~ 3 3]~[09 SCDHSOWM~27/OBCOMMENTS MB ' 'STAT~ (TYP) - , ' k x x ~. "x ' I2 / / % i ~ ~ ~ X ~ k ~ ~ X X~ . X ~T TH~ AO~ 11/18/0B R~ISED PER SCDHS COMME~S MG CW k / x x x. x x - x - ISSUEDTOSCDHS EXIST. ~ / ~ .~ X ~ ~ ~ ~ x ~,, ~ ~OT~: ~REV '~/' / 4" rS x // ~5 X X X X q X X, m~k TAX LOT ~B5-2-1. 2 AND 17.2 HAVE q ~ ~ SEEN MERGED AND AND A NEW TAX MAP IT IS A VIO~TION Or THE ~W FOR ANY PERSON ~ . / z~ ~ ~ ~ .~ ~ 1, L k N N NN Xx X X NX N N ~'. REAL PROPERTY (~17,3) REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A ~u~ ~ ~ ~ ~ ~ . ~ SDR55 0 7 ~ k X X /kW-2 X X' k k k. X "~ NUMBERS· WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM ~' ' ~ ; ' ~ ~ ~ ~ / X ¥~, ~% ) ~ ~ ~ ~ X ~ N~k k x~ k N x~ k BEARING THE SEAL OF AN ARCHITECT/ENGINEER I ~ EXISTING , ~ ~ ~ i ~ x ~ ~ ~ , ~2 ~ . ~ X ~ x ~ k ~ . ' N ' ALTERED, THE ALTERING ARCHITECT/ENGINEER ~-- ~ , wA.~ i~ J"_3.L~! x ,, ~ j j / ~ ~ ~ l ~ -.~. / . CLUSTER ~ ~ ~ .. x. x_ ~ ~ ~ ~ ~ ~ x. ./ X "~ ~o~ ~ HIS/HER SIGNATURE AND THE DATE OF SUCH ~ ~ 'k ~? SERV CE TO ' ~ / ~ ~ / / / ~ ~ ~ X X ~. ~ ~ ~ ~. ~ ~ /' ~ '~ ~"~ -- , 7.-.-~ ~ ~ ALTERATIoNALTERATION' oNANDTHEA SPECIFICDRAWiNG.DESCRIPTION OF THE k ', / [ / - EXISTING SCDHS APPROVED~ / J B-~ ~NEW ~0 ~X8 EFF [ EPTH J ~ ~ k k k k t / / X, ' ~ ~ ~ANN[ ~ X ~, k J ~ [ , CABANA GANITARY SYSTEM / J ~ PEEC~ST SAN LEAC liNG POOL ~ ~ ~ ~ ~ ~ k k I , o ~' / X ~ [ . .., ~,~ g "THE P~NS AND SPECIFICATIONS HEREIN ARE ~ ~ '~ ~ ~/ ~ ~ ~ TO REMAIN / J~ /~ (~P~. ~ ~ ~ ~ ~ ~ ~ ~ k k t~ ~, /' ~X / 'X ~ ~ TO~'L',~ O~ ~'0~]~ INTENDED FOR THE SUBJECT PROJECT ONLY AS A ~ !, / NN I- ~_~_ ~j ~ ~ '~ / /~ / ~ ~ / ~ %~ ~ ~TINe T~E ~ ~ ~ x ~ ~ /' X -/ "X ~ ~- ~--r~7';-~- ~ RESULTTHE OWNEROF CONTRACTUALAND JAMES, ~sA~NEGOTIATIONSA ASSOCIATES.BE~EE" ~ ~ ~, /1 [~--~/ / ~ ~ ~ ~~/ ~ / ~ ~ ~(T~) ~ ~ ~ ~ X~ ~ ~ ,~' ) ~/ "X ~ [ DATE ~J ~/~ LLP. THESE P~NS AND SPECIFICATIONS WILL BE X ~ ~/ / ~ ~--~ ~ / ~ ~ ~ ~t~ ~ ~ ~ / ] / ~ . x X k ~ ~ - ' ~ ~ / I ~ /~ "-- ~~1 ~ ; ~.~ i THE SUBJECT OF A COPYRIGHT PETITION AND MAY k ~ ~, ~ ~'~-~~/ ', . , / -/ I / (r~ / , ~x ~. ~ k x k x ~. ~. k ,/ t / / ~,. ~ ~~,~_ NOT BE R~ISED OR REUSED BY ANYONE WITHOUT ~ ~X / ~ ~ ~ ~ ~ , ~ ~ ~ ~ / ~ / / , J ~ . . X k k k . . k / ~ ~ / / %. ~~ ~ ~ /~ ~ ~ ~ ~ ~ z~ ~ ~ . I ~ / / ~ ~ . k k . / / ~ [ ...... ASSOCIATES, LLP." IEH*SZ *C*LO.e I U.~e ~. // . ~ ~ ~ ~ · ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ___ ~ ~ ~ ~- x_ ~ .-- ' x , ' x ~ . . . . , ~ ~__~ ~_ , __ . -/ - --~ I431CONKLINSTREET .0~0 z~/,,/ // / / ~ _~ .~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ x / x ~ ~ x x . x x x x ~ ~___ ~ ~ ~ ............ / ~-- >. ~--~ / TEL~3F~:(516)420-0195 / / L ' /.7 . . / / / / / / / ~/ / .." .......... ~ ~ / . POOL No.: .... SHALL BE REM~DIATED B~FORE A PERMIT TO CONSTRUC/ R~MOVED EXCEPT FOR THE EXISTIND CABANA SYSTEM WHICH IS TO REMAIN .... e ,4 / / / , , { ( / --. ,,," H.w.e. 0.75 1,2,3,4,5,6,7,8,9,10,11,12,13,14,1~,1u, THE NEW SEPTIC SYSTEM IS ISSUED. THE CONTRACTOR - ~3 k~ ~'~t,, / k x N'~N N ~ ~ -.,.~s~ / WAbHIINb 72 HOURS (631 854 2504) PRIOR TO THE COMMENCEMENT ,~" / -- ~ x ~ ~/ ~""-. / k~A~MI~V~ 1 ~ OF ANY FIELD ACTIVlTES SO THAT SCDHS STAFF CAN ' ~ SANITARY & STORMWATER DRAINAGE SITE PLAN .. ..EXISTING LEACHINGJ POOL (TYP) EXISTING 8" IN STREET FOR SERVI BY SCWA TO LINE 8"¢ STREET MAIN BY ./ ./' NG NITARY ('rYP) (S~ZE 2"CW ~G 4"FS :XISTING SIAMESE CONNECTION EXISTING HOT-BOX FOR DOMESTIC AND FIRE SERVICES FROM STREET. 5" WATER SERVICE FROM METER TO RPZ EXISTING WATER METER INSIDE PROPERTY LINE 4" WATER TAP IN STREET FOR 2" SERVICE BY SCWA TO '\, METER O PROPERTY LINE APPROX· 1000' FROM ,, VISTA PLACE \ \; \ EXISTING WELL W-l: TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE NEEB DISCONNECTED. THERE ARE NO CROSS CONNECTIONS INTO THE POTABLE WATER SYSTEM. '% 4"FS VALVE WITH SHUT-OFF FUTURE BUILDING OFF(~,_4.CW BE pRqVIDED TO pR~ECT/ AGAINST ANY pOTENTI~ROSS- CONNECTION FROM THE SWlM~[NG POOL AND ASSOCI~EO EQUIPMENT.. ~XI~IJ~- *A~A~A~ANDoNED E~,~ ~.E~' L=-~<IOTIN® PoOL ROOM/TO IL ETS DEPTH STORM / SERVICE TO CABANA. LEACHING POOL / WITH SOLIID COVER ~ 2~'--- RIM EL 21.50 NC W- THE EXISTING WELL W-2: TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE NEEB DISCONNECTED. THERE ARE NO CROSS CONNECTIONS INTO THE POTABLE WATER SYSTEM. 0 ,/ / / / / / / WATER SERVICE 'SITE/ PLAN **EXISTING COPPER WATER SERVICE BETWEEN MOTELS C.W. 1.5" C.W.R. 0.75" H.W. 1.5" H.W.R. 0.75" WASHING MACHINES 1.0" NOTE: 1.ALL WATER SUPPLY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C-60D STANDARDS AND DISINFECTED AND TESTED IN ACCORDANCE WITH THE AWWA C-65I STANDARDS. 2.ALL POTABLE WATER MAINS AND SERVICES MUST BE LOCATED A MINIMUM OF 10 FEET AWAY FROM SEWAGE DISPOSAL COMPONENTS AND STORM DRAINAGE POOLS. SEWER AND WATER LINE CROSSINGS, WHEN ENCOUNTERED, SHALL CONFORM TO THE REQUIREMENTS STIPULATED IN STANDARDS ISSUED BY THE HEALTH DEPARTMENT OFFICE OF WASTE WATER MANAGEMENT. SANITARY STRU( POOL No.: 1,2,3,4,5,6,7,B,~ lg. FIRE SERVICE PIPING NOTES 1. PIPING SHALL BE DUCTILE lEON COMPRESSION FITTING STYLE (AMERICAN DUCTILE PIPE FASTITE AS STANDARD). 2. PIPING MUST MEET : ANSI/AWWA C155/A21.55 -- AMERICAN NATIONAL STANDARD FOR DUCTILE-IRON COMPACT FITTINGS, S-INCH THROUGH 24-INCH AND 54-INCH THROUGH 64-INCH, FOR WATER SERVICE S. STANDARD PIPE LENGTHS ARE 18'-0" SUFFOLK COUNTY WATER AUTHORITY INSTALLATION NOTES: 1. PIIRNO TO BE INSTALLED AT A MINIMUM 4-~ FEET DEEP FROM THE BIUILDING(S) TO THE PROPERTY LINE. 2. P(C MUST ACQUIRE A 215 FORM (PLUMBERS MEASUREMENT FORM) AND FULLY COMPLETE AND SUBMIT TO SCWA PRIOR TO SCHEDULING FOR TAP. 5. A SHUT OFF VALVE MUST BE INSTALLED WHERE PIPE FIRST ENTERS THE BUILDING AND SHOULD 8E INSTALLED PRIOR TO THE SERVICELINE IINSPECTION. 4. AILL UNDERGROUND FITTINGS MUST BE COMPRESSION OR FLARE TYPE. 5. PC MAY USE TYPE 'K' SOFT COPPER (75'-200') OR NSW-PW PLASTIC PIPE I~AY BE USED. IF PLASTIC PiPE IS USED, THE FIRST FIFTEEN FEET (15'0") FROM THE BLDG. AND THE LAST FIFTEEN FEET (15'0") MUST BE "K" SOFT COPPER. PLASTIC PIPE MUST BE CLASSIFIED TO 200 PSI. DUCTILE lEON PIPING FOR THE ENTIRE RUN IS ACCEPTABLE FOR FIRE SERICE PIPING ONLY. SUFFOLK COUNTY DEPARTMENT~)F HEALTH SERVICP_q'-- AP? OVED I~FERENCENUM~ER: 6./ o- o '-~ ~ ~ o ~ SEED~W~G ~ ~ OF l ~FOR SPEC~L CO~m~S SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL NOTES 1. 8"¢ S.C.W.A. PUBLIC WATER IS EXISTING IN DUCK POND ROAD & A SERVICE TAP IS EXISTING TO THE SITE. 2. THE EXISTING WELL(S) ON THIS PROPERTY ARE TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE BEEN DISCONNECTED AND REMOVED FROM THE POTABLE SYSTEM. 3. ALL WATER SERVICE PIPE ON PROPERTY IS FED BY SCWA STREET MAIN. 4. INSTALLATION OF WATER SERVICE SHALL NOT INTERFERE WITH OTHER WORK. BUILDING GROSS FLOOR AREA SCHEDULE: 1.WEST MOTEL: 8,050 SF 2.EAST MOTEL: 8,285 S.RESTAURANT: 3,154 SF 4.CABANA: 1,654 SF 5.TRAINING CENTER: 18,000 SF LEGEND EXISTING FIRE SERVICE EXISTING WATER SERVICE PROPOSED FIRE SERVICE PROPOSED WATER SERVICE METES AND BOUNDS, AND PHYSICAL STRUCTURES ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN C" EHLERS LAND SURVEYOR DATEO 4/5/00 TOTAL AREA OF PARCEL = 16,59 ACRES ELEVATIONS REFERENCE U.S.G.S. SITUATE: $800 DUCK POND ROAD CUTCHOGUE TOWN OF SOUTHOLO SUFFOLK COUNTY, NY S.C.T.M. SECTION, EOT & BLOCK 1000-85-2-1 1000-85-2-2 NOTE: TAX LOT ~B3-2-1. 2 AND 17.2 HAVE BEFN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY REAL PROPERTY (#17.5) REPLACES THE FORMER BS-2-1, 2 ANB 17.2 TAX MAP NUMBERS. LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND SHOULD BE TAKEN AS SUCH· CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED BY THE WORK. GENERAL NOTES RELATING TO FASTITE FITTINGS 1. FITTINGS "ANSI/AWWA C155/A21.55" ARE ESSENTIALLY AS SPECIFIED IN THAT STANDARD. FITTINGS IN TABLES WITH THE HEADING "AMERICAN STANDARD" ARE EITHER' NOT INCLUDED IN THE ANSI/AWWA STANDARD OR VARY THEREFROM IN WEIGHTS, DIMENSIONS, AND/OR JOINTS. 2. FITTINGS ARE MANUFACTURED OF DUCTILE IRON QUALIFIED AS PER GRADE 70-50-05 (MINIMUM TENSILE STRENGTH: 70,000 PSt; MINIMUM YIELD STRENGTH: 50,000 PSI; MINIMUM ELONGATION: 5%) AS SPECIFIED IN AWWA C110 AND C153. $. WEIGHTS OF ACCESSORIES ARE NOT INCLUDED IN WEIGHTS OF FITTINGS SHOWN IN TABLES UNLESS SPECIFICALLY NOTED. FOR WEIGHTS OF ACCESSORIES. 4. FOR ALLOWABLE JOINT DEFLECTION OF FASTITE, FLEX-RING, AND LOK-RING FITTING JOINTS. 5. ALL PRESSURE RATINGS ARE FOR WATER SERVICE. 6. SOME FITTINGS ARE AVAILABLE WITH BODY METAL THICKNESS AND WEIGHTS OTHER THAN SHOWN IN THE TABLES. SOME FITTINGS ARE AVAILABLE IN DIFFERENT SIZES AND WITH DIFFERENT SIZE COMBINATIONS THAN SHOWN. ALL SIZES AND BODY METAL THICKNESSES LISTED MAY NOT BE AVAILABLE DUE TO EQUIPMENT CHANGES. CHECK AMERICAN REGARDING SPECIAL REQUIREMENTS. 7. FITTINGS MAY BE FURNISHED BY AMERICAN WHICH ARE MANUFACTURED BY OTHERS. ANY SUCH FITTINGS WILL NORMALLY BE MANUFACTURED IN ACCORDANCE WITH APPROPRIATE ANSI/AWWA STANDARDS. 8. CENTER-TO-SOCKET DIMENSIONS, WALL THICKNESSES, AND WEIGHTS MAY VARY FROM THOSE SHOWN IN THE FOLLOWING TABLES DEPENDING ON FOUNDRY PRACTICE. 9. THE LOCATIONS OF TAPS, BOSSES, BASES, OR OTHER SPECIAL OPTIONS WHEN AVAILABLE ON FITTINGS SHALL BE SPECIFIED BY THE PURCHASER AS SHOWN IN FLANGED FITTINGS/TAPPED HOLES AND SEQUENCE OF OPENINGS FOR SIMILAR BODY TYPE FITTINGS. LIKEWISE. END TYPES AND END SIZES USED IN DESCRIPTIONS MUST BE SPECIFIED IN NUMBERING SEQUENCE SHOWN IN FLANGED FITTiNGS/TAPPED HOLES AND SEQUENCE OF OPENINGS. 10. LATERAL OR WYE BRANCH FITTINGS WITH FASTITE, FLEX-RING, AND LOK-RING END CONNECTIONS ARE NOT SHOWN IN THIS SECTION. FOR SMALL-DIAMETER VARIED ANGLE LATERAL AND TANGENTIAL CONNECTIONS TO LARGER MAINS, SHOP-WELDED OUTLET PIPES ARE NORMALLY PREFERABLE AND CAN RE FURNISHED WITH ALL JOINING CONNECTIONS AS NOTED IN SPECIALS. FOR LARGER OR FULL-OPENING REQUIREMENTS, SOME 45' LATERAL AND TRUE WYE CONFIGURATIONS CAN ALSO BE FURNISHED WITH THESE PUSH-ON END CONNECTIONS. (CONTACT AMERICAN FOR AVAILABILITY.) THESE WYE FITTINGS ARE SPECIAL, AND FOR ECONOMY AND AVAILABILITY, ALTERNATIVE COMBINATIONS OF OTHER STANDARD FITTINGS MAY BE PREFERABLE IN SOME CASES. 11. AMERICAN FLEX-RING FITTINGS WILL WORK AS PUSH-ON UNRESTRAINED FITTINGS AS WELL AS "FASTITE" (WITHOUT RESTRAINT R]NGS AND/OR SPIGOT WELDMENTS), AS LONG AS SUITABLE EXTERNAL RESTRAINT (THRUST BLOCKS. ETC.) IS APPLIED. FLEX-RING FITFINGS ARE THUS FURNISHED AS "FASTITE" FITTINGS IN MANY SIZES AND CONFIGURATIONS, AT FOUNDRY OPTION· 7 12/09/09 / 6 110.29.09 [ 5 7.10.09 ~ 4 3/04/09 [,,REV I DATE SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS MG SCDHS OWE 2/27/09 COMMENTS MG SCDHS OWM Z/27/09 COMMENTS MG REVISED PER SCDHS COMMENTS ISSUED TO SCDHS MG MG DESCRIPTION BY ~ IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HiS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP.' JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1556 JOB ~ 08AE-00146 JOB 08AE-O001~ GIACALONE CTS, P.C. STREET I FARMINGDALE, NEW YORK 11735 T~:(516)420-8383 FAX:(516)420-0195 TOR 1NI BEACH I~ESIDPCI' · DRAWING DATE ~/2~/o~ DRAWN BY SCALE AS-NOTED OHECKED BY HO. PROJECTo~A~ 00014 SHEET OF DRAWING NO. JAMES LAS' / 2auuary 12, 2010 8~toBc County D 360 Y~ulmnk ' ~<~/ 1+00 STING LEGEND EXISTING PROPOSED sUFFoLK COUNTY DEP ARTiVIEIVi~ OF HEALTH S.F.R¥.ICE~~- APPi;iOVED KEFE]~;NCE ~ER: ~-I b- SEEDKAWUqG# / OF ,{ ~ FORSPEC~LCO~ 2O 1+00 2+00 5+00 4+00 5+00 /f & WEST MOTEL WATER SERVICE PROFILE +00 I+00 2+00 3+00 4+00 25 CABANA WATER SERVICE PROFILE 1"=40'H, 1"=4'V ~) Ed LLJ I ~o _ _~ <2P <- ~> ~ FUT~BL~W OFF ~-~ ~ ~MBLY~4"¢ NM ~ 4"~ ~ ~/~ CEN1 ER ~ 1 '-6" bXl~ll~G ~ ~m ..... WATEr MAi ~~ ~ ~ 1.2~/' DIA. ~ EXI:;TING SA~ ITkRY EXqTIkI~ 2"¢ CW ~ ."¢ F:S kO'Ct MAIN FR3M TO METE DI~"A qCE} 2O 0+00 I+00 2+00 TRAINING CENTER WATER SERVICE PROFILE 3+00 4+00 SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS MG SCDHS OWR 2/27109 COMMENTS MG SCDHS OWM 2J27/09 COMMENTS MG REVISED PER SCDHS COMMENTS MG ISSUED TO SCDHS MG DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM SEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING, "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REV[SRO OR REUSED BY ANYONE WITHOU' THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, Lb.P." JAM'FS, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ FACSIMILE: 631.2x2.1536 JOB GIACALONE CT8, P.C. IN STREET ALE, NE 0BAE--00146 08AE--00014 FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 IPROJECT SA2'qTOR INI BEACH PdZ S OP,.T 3800 DUCK POD [~.Oz~:) DATE 3/2¢IO~ DPJ~WN BY SCALE AS-NOTEE~ CHECKED BY H.D SHEET OF PROJEC'~AE 000[4 ' --lNG 3AN-02B NO. Z 7 0 ~ ~ +~ +.~+ +~ FF EL GRADE ,^,BOVE lo'¢ _SEWER I ~, w ~ ~ ~ ~ I I I I 25 2O 0+00 1+00 2+00 3+00 4+00 5+00 O PROPOSED RESTAURANT SANITARY SERVICE PROFILE 0 ~ Ld Z Z < Z Ld 0 -J (D 0 Ld Z 2: Z Z Z~ Ldz Z I 0 ~ 0 o~ oo ~o ~o Co oo - GRADE A :OVE [ I I I 21 2625 24 ,3 22 I ' ' ~ / ~AN FORCE MAI~ CROSSING REFERENCE 25 2O 5 5 0+00 1+00 2+00 3+00 4+00 5+00 25 2O Z Z Z Z Z Z 0 0 0 0 0 0 ~_,Z '~z oo o o 88~ ~R.ADE ABOVE _~EWER SAN FORGE ~ - MAIN SAN 3RCF MAIN I 0+00 1+00 2+00 3+00 4+00 5+00 1":40'H, 1"=4'V PROPOSED EAST MOTEL SANITARY SERVICE PROFILE 1"=40'H, 1'=4'V bJ ¢~~-- L~[]~- ~- ~ P LEARNING CENTER I- ~ o CRADE ,q~OVE ~ ~ *~. + + ~ ~SAN FGRCF MAIN ¢ ~ ~ ~l < < <~z <~z ~ <z < SK < zz z z ~ FIRE ~/ATER ~ ~ 8'¢ SEP~C TANK SERVICE 3ERVlCE ~ ~// GREASE SEE ETAIL ~35 ~6 // TRAP ~Hb~ I U--08 FOR CONIb JTAIION ~.25"¢ ~ FORCE ~am CONNECTIONS 25 EL 22.00 20 5 0 0+00 1+00 2+00 3+00 PROPOSED TRAINING CENTER SANITARY SERVICE PROFILE SUFFOLK COUNTY DEPARTMEN~OF }T. EAf .TR .gI~[::E~ APPROVED REFERENCE NUMBER: C- I O - 0 '~ - 0 O ~ SEEDRAWING# [ OF/~ FORSPECIALCIA.,xJt~uIgi~[ R~E~qEW~'S INITIALS: DATE DESCRIPTION BY; IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TF ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED DY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JOB ¢ 08AE-00146 JOB 08AE-00014 H~SZ GIACALONE HITECT8, P.C. CONKLIN STREET RMINGDALE, NEW YORK 11735 L:(516)420-8383 FAX:(516)420-0195 · PROJECT SANTORINI BEACII RESORT 3800 DUCK POND R.O~D CUTCHOGLrE, 1krlgW YOP.~ 11935 ' D~WING DATE ~/~/o~ D~WN BY SCALE A~-NOTED CHECKED BY H.a OF DRAWING NO. NOTE: PiPE CROSSING TABLE - ~ ~,,'~-- 'I.ALL WATER AND FIRE ~ SERVICE SHOWN ON THIS <~ I,KCOLTNTYDEP~ME~OF~sERvic~ SHELF IS EXISTING. . 2 ALL COUR~ARD STORM 6 S'ORD S~ R INV. ~v ¢ 'F& TO~ ~" ..s.S ~S:., ~. TOP ~ l~v ~ W.M_ 4' VM CLE ~NCE (K .) %~a'g,'~._ ............... ~ ................................. ,,.~-..o~:,, ~ ~- ....... ~ ................. / ', ,oo~ m~ I ~ 7~~ ~ : 4'-s". / ~ u.~ (wP)~ ~ r ~1~, ! ~ --%,,~' ~' - ....,o~.-o,;~' ~--" Y / ~ P ; i/~BM~ I ~? I I III ~ I CONTROL PANEL ~ ~ ~ F '-- m.,, = I~.~ ~.I ~ ~ k~ V , ~ ] ~ II RI I ~ ~KITCHEN~E (~P} ~ ~ BOSOM OF PANEL - ~ ~1 ~ ~ ~ [~ I I }1 0 / . ~ i ~ i ~ ~ ii ~1 i ~ ~ ~ ~1 ~ ~'-O'ABOVEG~DE. ~ ~- ...... ~"" ~R~ ,~0~5 ~1: / *~ ~ ~ ' ~ II '~ ~ I I[ ~ll~l ~ ~ ~ /" 14'-4".~.LP. ~ " M~ ~.~. ~ - ,,~J~ T ~ I~ ~ ~ ~ , ~ ~~1 ~.'-S".~OR. CPP SX~T~RY U~S AHD i ~ / i ~ ~ ~ ~1 ' ~ / ~ I -- ~ ~ ~ ~ ~ ~ ,~ ~ / ~ ~,~,,~b ~ I I~ ~11 I~ ~ iL i ,o... ' II· ,. I , ll, I t z & I I ~ / I / I ~'-o"~ f ~ Mz I I ~ ' ' ' s~ ~ I ~ ~~~ -- ~ [ ~ ~ } I ~ I ! ~ I I ~ I ~ z / i i · I ; , I i / ~s~6' "STORM CPP 1 i ~ Ii · · ~ ! I ~/o.~ ~ / / I I I I ; / ~ Ihli /~ ~ /'"-'~ ~ ~ ~ ! ~~ R~ qlD6~ I ~ ] ~ MOD~L DH27[ / / I I I I I ~ I II ~ ~ /~ I ~ ~ I ~ / I uN[ ~P) ', ~ I L~..... ~ DUP~ S~Y ~Nff~Y FORCE MNN~. / I ~ ~ ~ I ~ ~ I ~JI ~ _ .~ ' ~ % ' ~ ~ I~~ I I ~ .-~] ~l-iil~T ' PUMP ~A~ON ~RAL~SEMBLY ~P) / ] / ~ / ~ ~ ~ II ~ II I ~p~ ~ / / h /%PVC~P~~ ~ ~; Ill [ IR~F~OR. WA~R rLUSHINGCONNE~IO.~.) I I I k / k /I L~ i ~~ ~Jl]/ I ~ ~ [/I ~IM;, i ~ PROPOSED RESTAURANT SAN TARY A STORM~ATER DRAINAGE PLAN ~ ~~ ~'3~~ ~ ~1 f J ~ (3) ~ i I J I / I ~ ~1o-o MIN. --~; ........... ~J J ]J U~ (D~E)~ J ~oRM CPP J J 5 I7~Sl/16tO9COMMENTS J MG J ~ ~ ~ I ~ / 6"P EO~r D~I~G[ H~DER I I J PERIM~R G~ER ~ DOWNSPOUT ~ ~ ~] m . I ~ i ~ ~ ~ ~ /~ ~ (b~NA,,) I ~ ~ ]'~ I ~ W~s. ~-~/~ .... ~ ........ ~ ........ k ........ ?~z~ .... ~ ....... ~ ........ ~ ........ ~ ........ ~ ltlI ',1 ~% 2~1 i / ~ LREVlDATEI D~SCRIPTION I BY ~' ~ I ~ r ......= ...... ~ ........... :-:--~ .......................... : ........ ~ ............ ~ ........ ~ .......... ~ .........~ ...... ~ . I~ I / ~L-~..~ ~ i IIIH~ ~ U .... I / IJ ' ' ' ~ ' ~&~ ~ ~ I ' ~ , D~INA ~ ~ [ ~1 ~ ~ II f ~~~ ~ EXIST MOTEL WS i ~ ~ ~ ~J I ~:-" ~ :~u~ I - I I~NLESS ACTN~ UNDER THE DIRECTION OF A I L/ I ; ~lm~t_JH I~ ' 11 ~ ~ ~ P ? ~> I I ~ ~ ...... , ~ F ~ ~ ~ - I II ~ J IWAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM I ~ ~ ~ ~ ~ ~ ~ ~1 J~ I~1 I~ I ~ I I //Z/i ~ I~1 / ~- ~ ROOF ~ A ~[ / ~- ~ ~ I~1 J ~' ~1 / I Jr ~1 ,AU~.* I~S~ ~ IBEARING THE SEAL OF AN ARCHITECT/ENGINEER ISI I ~ J q ', ~ ~ _ ~ ~~ .... ~---~~w~~l~ ~~~=~ ~g~gJ u~=~_~u~ ~ L~~~_L~_L ~1_ _ _ III J~ J JSHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND I WO~ OF P~¢~ J 1~' 8" ~ ~ ~Cl ' ~ ~ --; ~ F M ' ~ ,~ , ~ t~ i~] t ~ ~' ,~~ ~ ~u _L i u i t I ILJL .... [N / I x I ~-' x ~ ~ iii ill i ~ ?m IRESULT OF CONTRACTUAL NEGOTIATIONS B~EEN I I% ~ ~ ~_~~ . ' [ ~ I=~ I I~ /~l~ ~U~ /I & TI IP=~ IW I~ I ~ ~L Il ~=~l ~ / I~ I THE OWNER AND aA~ES ~SA~AASSOCATES I - ~ ~ ~~~'~- I ~~: ~lII/~ II ~ I I I ii ~.F~ e? I ' .~~ :? ~~ ~ ~ I iccP. THESE P~S A~O S.EC~m~nO~S W[CC .~ I :~S~[ IY ~E~ '~._ ! ~~ g~ ~[~ ~ ~ ~ I 3 ~ I,.! N: ~ : -,o~?,~ :1 ~fl J L___~ ~ ITHE SUgJECT OF A COPYRIGHT PETITION AND ..,.=-.~ I ~ / ~~ ~.. ~ ~~_ ~~~; ~=~ I ~ Ii x.._ I~ 1~ ~1 ~1 ' ~ ~1 ~, Il .... ~ ,. INOT DE REVISED OR REUSED BY ANYONE WITHOUTI ~ / ,,v .~~ ~ '~ I %' · I~ I- _?~ ~ I I II -~~: ~ ~1 ~ DI a~ ~ III [ [~ ITH[ WRI~EN AUTHORITY Or JAMES. ~SA~ A I ~ ~ -I~ [-A~:~ _l~ ~ I ~ ~ ~ ~ ~ ~ ~ ASSOCIATES, LLP x ,/~ ,~ d -- I ~~~~~; J.~ I ~l I Ill I~ ~ ~1 Z~ fl ~ L~KT ~ i~ . ~ . ~ ~ ~ MP mATION 1 1 OVAL DRIVE ~ ~ ~ ~ -- ~ ~- ~ ~ I I ~. vw ~ ~1 ~d ~1 ~ JJ~) '~ ~'-o;J~ow~ I IS~DIA, N~ 1~7~ .. I I I I I I ~1 I I t I I I ~ ~ I ~ I ~,[ ~ ~1 ~ ~ ~ '~l' ' I T~L~O~Z~O ~0~ ~ 0~-00~ I "-"'"'"7'"" I ~ I ~ ,.. ~o,..u,,,o,. ~ / ~[~;~, ,., .,E~-.. ~o. / /SANTO~I BEACH / I/ ~ / / / so~ / I I/ ~~o. s,z~. / / I la / / ~soo ~c~ ~o~ ~o~ / XI / L CUTCBOG~, ~W YO~ 11935 ~ .... ~ED WEST WING SANITARY · STOR~WATER DRAINAGE PLAN ~ PROPOSED EAST WING SANITARY ~ STORM WATER DRAINAGE PLAN ,, ,$,~ ~s ,, , --*~-~' -~,-~ ~ - ....,... bAR Ud 6" STORM SEWER INV. 9.00 ,.00 9.00 8.00 9.00 8.82 5.82 5.52 8.82 8.9~ 8.93 9.01 8.95 5.5~ 8.82 6.70 5-70 8.85 .%85 ,.42 9.26 9.25 9.14 9.15 TOP OF R" '~ANFrARY 7.50,7.28 7.06 6.84 6.62 6.88 - 7.25 - 7.45 -- 7.52 -- 6.98 - 6.64. - 6.60 -- 6.85 7.07 7.11 7.25 7.57 - -- ....... F(3P OF 6" f::;AN{TARY SANITARY INV. 7.00 ; 6.78 6.56 6.54 6.12 6.;58 - 6.75 6.95 - 6.52 - 6.48 - 6.14 - 6.10 - 6.55 6.74 6.61 6.7,4 7.07 ...... TOP OF 1.25"¢, F.M- - - - 7.52 - 7.32 7.43 7.51 7.46 - 7.52 - 7.20~ - 7.21 - 7.21 - - 5.00 5.00 I 7.52 7.52 7.55 7.53 ......... TOP OF 1.25"¢ F.M. 1.25" F.M. INV. - - - 7.20 - 7.20 7.51 7.39 7.54 - 7.20 - 7.08 - 7.08 - 7.05 - tB 7.88 7.88 I 7.59 7.59 7.,40 7.40 - - 9.15 9.13 9.13 9.13 9.1S - - 1.25'-F.M. INV. INV 4" F.S ...... 4.,48 5.25 - 6.05 - 5.56 B.57 - ' ........ INV F.S TOP ,4" F.S. - ..... ,4.81 5.55 - /j~ 6.58 - 5.89 5.90 - 7.00 7.00 7.00 7.00 7.00 ..... TOP 4" F,S. INV 3" W.M. - _ - ...... 6.15 - 5.64 5.65 - I .... INV 3" W.M. TQP~3." W.M, _ _ -- ........ 6.3B - 5.89 5.90 -- , ....... TQP ,.3' W,M. INV W.M_ _ ......... I ....... INV 2ff. TOP 2" W.M. _ _ _ -- ....... . -- I ....... TOP W.M. EXIST MOIEL WS ........... . 1.50 7.50 7.50 7.50 17.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.5O 7.50 7.50 7.50 7.50 7.50 7.50 EXIST MOTEL WS INV. 4' WM - - - - .......... 7.00 7.00 7.00 IL00 7.00 ...... TOP OF .4" WM CLEARANCE (FT.) 1.50 1.72 1.94 2.16 2.38 1.95 1.50 1.57 1.50 1.,46 1.50 1.50 1.B0 1.50 1-50 1.72 1.50 1.50 1.50 2_25 1.64 2.57 2.15 1.69 1.88 i 1.59 1.50 1.50 1.50 1.50 1.BO 1.50 0.50 0.50 0.50 10.50 0.50 0_50 0-50 0.50 0.50 0.B0 1.50 1.50 1.50 1.50 1.B0 1-88 1.88 1.88 CLEARANCE OF/5~ FOR SPECIAL CONDITIONS UNIT UNIT 8 PROPOSED WEST WIN(:; SECOND FLOOR PLAN UNIT 44 UNIT 4~ UNIT [.REV DATE DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE' OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE-00146 FACSIMILE: 631.232.1536 JOB~ 08AE-00014 iTEGIACALONE CT8, P.C. LIN STREET FARMINGDALE, NEW YORk 11735 TEL:(516)420-8383 FAX:(516)420-0195 PROJECT SANTOR FNI BEACH RESOI~T "DRAWING LdEST MOTEL 4 EAST MOTEL ~E ~ C:Ph,,[ E;::~ =1_ OOF~ DATE ~/2~,/o~, DRAWN BY SCALE AS-NOTE~ CHECKED BY Ha PROJECTo~,A~ 00o14, SHEET 4 OF 9 DRAWING NO. SAN-03A START HEADER SYSTEM WITH MIN. 2' COVER OVER 55'-6" 6"# STORM CPP ROOF DRAINAGE HEADER OI.O~ MIN. PITCH. CONNECT DOWNSPOUTS TO HEADER~J> SYSTEM (TYP) ~-('Pt'P.) SEE DWG C-07 FOR DETAILS, AND SIZE. 2 12' DIA STORM POOLS DOWNSPOI)T (T/P) 'E WITH ARCHITEC' LIRAL DWG$. / ./ %' 8'mA. GREASE ~'~ // GT2 SEE ! PLAN, / 4"DIA. SANITARY PVC.- SEE SITE PLAN. SEE LP-D4 SANTORINI BEACH RESORT DRAINAGE DESIGN DESIGN CRITERIA RUNOFF COEFFICIENT: ROOF 1.00 PROVIDE FOR 2" RAINFALL 12'¢ RINGS PROVIDE 100.9 C.F./V.F. DRAINAGE COMPUTATIONS RESTAURANT: (LP - 2,402 S.E. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LEACHING POOLS WITH 5' DEPTH 1 X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED RESTAURANT: (LP - R2) 2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LEACHING POOLS WITH 5' DEPTH 1 X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED WEST WING: ROOF AREA 1 (LP-W1) 2.320 S.F. X 2/12 X 1.0 = PROVIDE (1) 12'¢ L.P. X 5' 386.7454 C.F. REQUIRED DEPTH X 100.9 C.F./V.F. CAPACITY = 504.5 C.F. STORAGE PROVIDED ROOF AREA 2 (LP-W2) 2,5D0 S.F. X 2/12 X 1.0 -- PROVIDE (1) 12'¢ LP. X 5' 416 C.F. REQUIRED CAPACITY DEPTH X 100.9 C.F./V.F. = 504.5 C.F. STORAGE PROVIDED ROOF AREA 3 (LP-WS) 5,624 $.F. X 2/12 X 1.0 = PROVIDE (1) 12'¢ LP. X 6' 604.0 C.F. REQUIRED CAPACITY DEPTH X 100.9 C.F./V.F. = 604,5 C.F. STORAGE PROVIDED EAST WING: ROOF AREA 1 (LP-E1) 2,200 S.F. X 2/12 X 1.0 = 566.7 C.F. REQUIRED STORAGE CAPACITY PROVIDE (1) 12'¢ L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.0 C.F. STORAGE PROVIDED ROOF AREA 2 (LP-E2 & 2A) 5,327 S.F. X 2/12 X 1.0 = 554.5 C.F. REQUIRED STORAGE CAPACITY PROVIDE (2) 12¢ L.P. X 5' DEPTH X 100.9 C.F./V.F. = 1008.0 C.F. STORAGE PROVIDED ROOF AREA 5 (LP-ES) 5,100 S.F. X 2/12 X 1.0 = 516.7 C,F. REQUIRED STORAGE CAPACITY PROVIDE (1) 12'~ L.P. X 6' DEPTH X 100.9 C.F./V.F. = 605.4 C.F. STORAGE PROVIDED LEARNING CENTER: (LP-Cl & LC-2) ROOF AREA: 7,500 S.F. 7,500 S.F, X 2/12 X 1.0 = 1,250 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LP x 7'-0" DEPTH x 100.9 C.P./V.F.= 706.3 C.F. PROVIDE (1) 12'¢ LP x 6'-0" DEPTH x 100.9 C.F./V.F.= 605,4 TOTAL PROVIDED; 1,311.7 C.F. CABANA: (LP-C1)DRAINAGE COMPUTATIONS ROOF AREA: 1,635 1,655 S.F. X 2/12 X 1.0 = 272,5 C.~ REQUIRED CAPACITY PROVIDE (1) 12'¢ LP x S'-O" DEPTH x 100,9 C,F./V.F.= 307.2 C.F. STORAGE PROVIDED. ROADWAY TO LEARNING CENTER: ED1. D2. ROADWAY 7,069 S.F. x ,2/12 x 1.0= 1,178.2 C.F. SIDEWALKS 1,040 S.F. x 2/12 x 1.0= 173.~ C.F. PERVIOUS 4,758 5.F. x 2/12 x 1.0= 157.9 C.F. PROVIDE (5) 12'¢ LP x 5' DEPTH S x 5' x 1DO.g= 1,515.5 C.F. STORAGE PROVIDED KEFERENCENUMBER: . .C..! o- 09 - aG , SEEDRAWING# / OF ~ REVIEWER'S INITIALS: SCDHS NOV 09 COMMENTS SCDHS AUG 09 COMMENTS SCDHS 1/16/09 COMMENTS SCDHS OWR 2/27/09 COMMENTS SCDHS OWM 2/27/09 COMMENTS REVISED PE[ ISSUED TO SCDHS DESCRIPTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF' SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITrEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMlgS, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ OBAE-O0146 FACSIMILE: 631.232.1556 JOB~ 08AE-00014 GIACALONE ITECTS, P.C. KLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 IPROJECT SANTORINI BLEACH P~ESORT ' DRAWING T~AINING CENTEI~ ~ CABANA P~OPOSED 5ANiTA~T 4 5TO~MUJATE~ DRArNAGE PLAN DATE ~/2~/o~, DRAWN BY SCALE AS-NOTEO CHECKED BY H~. : PROJECT;~,AE 00014 SHEET 5 OF 9 DRAWING NO. SAN-04 LiD MARKED ~EWER' OURS ;A~T IRON S~NG CHECK VALVE PVC/~TAINL ESS STE~L COMPP~SION FrCTiNG 1-114' GRIPPER RING ADDED FOR FVC PIPIN~ 12,0000 L l-l/4" NPTT-304 SS BRAID .'f~3D4 SCH 40 ~1-1~4~ NPTF T-304 88 tSO~ FLEX ADAPTOR iNSTALLED OUTSIDE PUMP STATION ENCLOSURE BETWEEN DISCHARGE AND FORCE MAIN TO ACCOUNT FOR FORCE MAIN SETTLING. N,T.S NOTE: FORCE MAIN FLUSHING CONNECTIONS INSTALLED AT ALL FORCE MAIN BENDS. SEE SITE pLANS. ING CONNECTION DETAILS DUPLEX ALTERNATING PANEL T -260 EXTERNAL VISUAL & AUDIBLE ALARM EXTERNAL LATCHING MANUAL SILENCE MANUAL RUN PUMP RUN INDICATORS CONFORMAL COATED CIRCUIT BOARD PADLOCK ALARM DRY CONTACT N£MA 4X ENCLOSURE ASSEMBLY CORROSION PROOF THERMOPLASTIC POLYESTER APPROVED BY UL FOR ELECTRICAL CONTROL ENCLOSURE OPTIONS: [] HOUR METER JJ LEGEND JPINI FUNCTION 1 MANUAL RUN 2 L1 i ALAR~GLN~DETuRN JJ:, SERVICE 20DOS EXTREME RED BROWN WHITE BLACK BLACK RED GREEN GRN/YEL ORANGE YELLOW BLUE BLUE CONTROL CABLE: PUMP 1 PUMP 2 IIIIII IIIIII AD N/A DR BY 8EWER SYSTEM8 DUPLEX T-260 ALTERNATING PANEL, 240V 60Hz DOUBLE POLE POWER WIRED LEVEL CONTROL SCALE LM000529 P1 EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL L!STED, NEMA 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/1Ph, WITH AUTO DIALER (FOUR (AL) PHONE NUMBERS), AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH--TO-RUN, SILENCE, AND INDICATOR LIGHTS (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED LOOSE FOR EXTERIOR FIELD MOUNTING. TO MAIN LINE. SEE SITE PLANS. % C CRUSHED STONE INSTALLATION DETAILS DH152/93 REQUIRED AT WEST MOTEL, RESTAURANT EAST MOTEL. SEE SITE PLAN. CONCRETE BALLAST IS REQUIRED SEE INSTALLATION iNSTRUCTIONS FOR D ETAIES E/ORE, ©R EQUAL D>1152-95 (HARO WIRED LEVEL CONTROLS) ACCESS 57" INVERT DEPTH STRAIN RELIEF CONNECTOR POWER &ALABM 12-B W/GND E/ONE EO NEMA BP (EQD) rNLET, GROMMETS) TO ACCEPT PVC PiPE(S} DUST COYER SUPPLED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 897' ~"~ $/4" GRAVEL BEDDING NOTE: PROVIDE TWO (2) INLETS AT ALL PUMP STATIONS- PIPE SIZE AS SHOWN ON THE PLANS. GASKETEB LID, FRP INTERNAL WELL VENT 2,0" DIA, (304 s.s.) QUICK DISCONNECT ASBY (SO~ SS.) CAST BALL VALVE I 1/4" DISCHARGE LiNE (3o4 S,S.) _VE (NORYL) SEMI-POSITIVE DISPLACEMENT TYPE PUMP EACH DIRECTLY DRIVEN BY A 1 HP MOTOR HOPE TANK 1/2" NOMINAL WALL THICKNESS 150 GALLON CAPACITY DH152-95 PUMP STATION SERVING MOTELS DETAILS N.T.S SUFFOLK COUNTY DEPA~TMEI~.OF I~AL~ APPROVED REFEI~NCE ~ER: C I o - 0 ~ 12/09/09 SCDHS NOV DB COMMENTS MG 10.29.09 SCDHS AUG 09 COMMENTS MG 7.10.09 SCDHS 1/16/09 COMMENTS UG 3/04/09 SCDHS OWN Z/27/O9 COMMENTS MG 3/04/09 SCDHS OWM 2/27/09 COMMENTS MG 11/18/08; REVISED PER SCDHS COMMENTS ISSUED TO SCDHS DATE I DESCRIPTION MG MG BY IT IS A VIOLATION Of THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TH ALTERATION ON THE DRAWING. FROM PUMP STATION. SEE SITE PLANS. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP.~ JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 1~749 TELEPHONE: 651.5B2.2660 FACSIMILE: 631.232.1536 JOb ¢ 08AE--00146 JOB 08~,-00014 ?GIACALONE CT$, P.C. LIN STREET A 2O FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 IPROJECT SANTORINI BEACH P.~,SORT 3800 DUCK POD ROD CUTCHOGU~,, INTIEW YOP,~- 11935 · DRAWING DATE W'~B/Ob DRAWN BY SCALE AS-NOTED CHECKED BY HB PROJEC'~BA~ Doom SHEET 6 OF 9 D .NAMING NO. SAN-05 ALLOWABLE SANITARY FLOW (DENSITY'}: SANTORINI BEACH RESORT AREA OF SITE: APPROXIMATELY 16.59AC. ARq'ICLE 6 ZONE DESIGNATION: ZONE IV 600 GPO/AC ALLOWABLE SANITARY FLOW FOR BITE 16.59 AC. x 600 GPO/AC = 9,954 GPD TRAINING CENTER SANITARY SYSTEM DESIGN DESIGN FLOW:THEATER @ 5 GPD/CAPITA, DAYSOHOOL @ 5GPO/CAPITA + 2.5 GPB/CAPITAFOOD NON-MEDICAL OFFICE SPACE @ 0,06 OPD/SF GR FLOOR AREA 75 CAPITA THEATER X 3 GPD/CAPITA = 225 GPO 25 CAPITA DAY SCHOOL X 5 GPO/CAPITA + 2.5 GPD/CAPITA X 25 CAPITA = 187.5 GPD 0.06 GPD/SF X 270 SF OFFICE SPACE = 16.2 GPD 225 GPO + 187.5 GPD+ 16.2 GPD= 428.7 GPD, SAY 430 GPD McDONALD TEST HOLE DATA SHEET ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS p Numbar. escdption: SYSTEM SIZING: THE SANITARY FLOW FROM THE SITE USED TO SIZE THE LEACHING POOLS INCLUDES THE FOLLOWING: RESTAURANT KITCHEN FLOW 2,200 GPO LAUNDRY ROOM FLOW (0 EAST MOTEL): 120 GPO EABT MOTEL SANITARY FLOW: 2,525 GPD WEST MOTEL SANITARY FLOW: 2.797 GPD 7,442 GPO SEPTIC TANKS AND SEPTIC TANK: TOTAL DESIGN FLOW = 7,442 GPD REQUIRED CAPACIlh' = 2 DAYS FLOW x 7,442 GPO = USE (5) 10' DIA. x 6' LIQUID DEPTH SEPTIC TANKS: 3,000 GAL. X 5 = 15,000 GAL. 14,684 GAL. LEACHING POOLS: TOTAL DESIGN FLOW = 7,442 GPD LEACHING RATE = 1.5 GPD/SF SIDEWALL AREA REQUIRED SIDEWALL AREA = 7,442 GPD/ 1-5 GPD/SF = 4,961.3 SF REQUIRED'DEPTH (10' DIA.) = 4,961.3F / 31.42 SF/VF = 157.9 VF 157.9 VF/B F-r/POOL = 19.74 POOLS REQUIRED PROVIDE (21) LEACHING POOLS, 10' DIA x 8_0' EFF DEPTH TOTAL EFFECTIVE DEPTH PROVIDED = 168 VF · ' NOTE: THERE 15 NO UNIT 1,3. WEST MOTEL SANITARY SYSTEM DESIGN DESIGN FLOW: LESS THAN 400 SF=IO0 GPD/UNIT, GREATER THAN 400 SF=150 GPD/UNIT. UP TO 600 SF W/KITCHENETTE=lEO GPO/UNIT, GREATER SF W/KITCH EN ETTE=225 GPD/U NIT. UNIT 1 UNIT 2 UNIT 3 UNITS 4-7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 UNIT 14 UNIT 15 THAN 6OO (2ND FL W/KITCHENETTE, 400SF): 150 GPD/UNIT X 1 UNIT = 150 GPD (2ND FL, 4125F): 150 GPO/UNIT X 1 UNIT = 150 GPO (2ND FL, W/KITCHENETTE, 4518F):150 GPD/UNIT X 1 UNIT = 150 GPO (2ND FI, 313SF): 100 GPD/UNIT X (2ND FL W/KITCHENETTE, 6355F: 225 GPD/UNIT X (FIRST FLOOR, 2555F): 100 GPO/UNIT X (FIRST FLOOR,. 4265F): 150 GPO/UNIT X (FIRST FLOOR, 341BF): 100 GPD/UNIT X (1ST FL W/KITCHENETTE~ 5565F): 150 GPD/UN]T X (1ST FL, W/KITCHEN/ITL, $505F): 150 GPO/UNIT X (1ST FL W/KITCHENETTE, 4265F): 150 GPO/UNIT X UNITS = 400 GPD UNIT = 225 GPO UNIT -- 100 GPD UNIT = 150 GPO UNIT = 100 GPO UNIT = 150 GPO UNIT = 150 GPO UNIT = 150 GPO UNITS 16-21 (1ST FL W/KITCHENETTE, $455F):150 GPD/UNIT X UNITS =900 GPO OFFICE 22 Gpo 2,797 GPO EAST MOTEL SANITARY SYSTEM DES GN NOTE: DESIGN FLOW: 100 GPO/UNIT, 150 GPO/UNIT, 225 UNIT 24 (1ST FL 2485F): 100 GPD UNIT 25 (1ST FL 1975F): 100 GPO UNIT 26 (1ST FL 297SF): 100 GPO UNIT 27 (1ST FL 1975F): 100 GPO UNIT 28 (1ST FL 2965F): 100 GPD UNIT 29 (1ST FL 1975F): 100 GPD GPD/UN[T (BASED ON UNIT SIZE) /UNIT X 1 UNIT = 100 GPD /UNIT X 1 UNIT /UNIT X 1 UNIT /UNIT X 1 UNIT /UNIT X 1 UNIT /UNIT X 1 UNIT 100 OPD 100 GPD 100 GPD 100 GPO 100 GPD GPO GPO GPO GPO GPO GPD DPD UNI-¢ 30 (1ST FL 4745F W/KITCHENE-f%E): UNIT 31 (1ST FL 1985F): UNit 52 (1ST FL 2905F): UNITS 33-35 (1ST FL I985F): 150 GPD/UNIT X 1 UNIT = 150 100 GPO/UNit X 1 UNIT = 100 100 GPD/UNIT X 1 UNIT = 100 100 GPO/UNIT X 3 UNIT = ..300 100 GPD/UNIT X 1 UNIT = 100 100 GPD/UNIT X 1 UNIT -- 100 100 GPO/UNIT X 1 UNIT = 100 1.THERE ARE NO UNITS 40,41,42,43 AT THE EAST MOTEL· 2.THIS FACILITY IS NOT OPEN TO THE PUBLIC, THEREFORE THE PEOPLE THAT USE THE MOTEL ARE THE SAME PEOPLE THAT USE THE RESTAURANT AND THE TRAINING CENTER. THE TO~=AL SANITARY FLOW USED FOR THE DESIGN OF THE SEPTIC TANK &: LEACHING POOLS CAN COME FROM DIFFERENT SOURCES AT DIFFERENT TIMES OF THE DAY. BUT WILL NOT EXCEED 7,442 GPO. POOL CABANA SANITARY SYSTEM DESIGN DESIGN FLOW: 100 GPO/UNIT UNITS 40-44 (FIRST FLOOR): 100 GPD/UNIT X 5 UNITS = 500 GPO IT IS PROPOSED TO CONTINUE USING THE EXISTING SANITARY SYSTEM PRESENTLY SERVING THE CABANA· SEE CERTIFICATION OF CONSTRUCTED WORKS BY DESIGN PROFESSIONAL, WWM-073 SUBMITFED WITH THIS APPLICATION. SANITARY PUMP STATION NOTES: PROVIDE THREE (3) ENVIRONMENT ONE MODEL DH152-93 EACH CONSISTING OF' TWO (2) 1 HR, 1725 RPM, 240 VAC, SINGLE PHASE, 60 CYCLE SIMPLEX GRINDER PUMPS IN A FACTORY ASSEMBLED AND TESTED GRINDER PUMP STATION WITH A NOMINAL 48" ACCESS-WAY- EACH PUMP IS A SEMI-POSITIVE DISPLACEMENT PUMP RATED AT 15 GPM @ 0 FEET OF HEAD AND 8 GPM @ 178 FEET OF HEAD. EACH 'UNIT ~ONS]STS OF (2) SIMPLEX PUMP CORES AND A 150 GALLON HDPE BASIN W/ A 4" INLET GROMMET. EACH GRINDER PUMP CORE INCLUDES CHECK VALVE, ANTI-SIPHON VALVE, ON/OFF SENSORS, HIGH LEVEL SENSOR, MOTOR/PUMP/GRINDER ASSEMBLY, AND INTEGRAL CONTROLS- EACH BASIN COMES COMPLETE WiTH BREATHER, REQUIRED LENGTH OF POWER & SIGNAL CABLE, NEMA 4X ELECTRICAL QUICK DISCONNECT PLUG FOR BOTH Power & ALARM, AND S/S DISCHARGE PIPING WITH QUICK DISCONNECT W~TH S/S SHUT OFF VALVE. EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T2BO, UL LISTED. NEMA 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/1Ph, WITH AUTO DIALER, AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR UGHTS (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED LOOSE FOR EXTERIOR FIELD MOUNTING. 23' B-4 PROPOSED SANITARY LEACHING FIELD SANITARY SYSTEM CALCULATIONS: AUTO DIALER CALLING SCHEDULE: POPULATION = 100 I-OPERATOR PHONE Q,PEAK HOURLY/Q,DESIGN AVERAGE = 4.25 (PER 10 STATE STANDARDS) 2.SITE MANAGER IPHONE Q, DESIGN AVERAGE FLOWS: 3.OWNER PHONE WEST MOTEL: 2,797 DPD = 1.94 GPM 4.ENGINEER PHONE EAST MOTEL: 2.445 GPO = 1_69 GPM + 0.083 GPM LAUNDRY = 1.77 GPM RESTAURANT: 2,200 GPD ---- 1.53 GPM GRINDER PUMP PERFORNANCE CHARACTERISTICS LOW PRESSURE SY~ eM DESIGN PRESSURE O. PEAK HOURLY FLOWS: WEST MOTEL: 1.94 GPM X 4.25 = 8.26 GPM 230 EAST MOTEL: 1.77 GPM X 4.25 = 7.52 GPM 100 RESTAURANT: 1.53 GPM X 4.25 = 6.50 GPM 95 220 210 PUMP SCHEDULE: gO RESTAURANT-ONE (1) DH152-93 200 WEST MOTEL-ONE (1) DH152-95 85 EAST MOTEL-ONE (1) DH152-93 190 80 PUMP CYCLE TIME. P: 180 THE DH152 PUMP STATION IS PROVIDED 76 170 WITH FACTORY SET PUMP ON AND OFF ELEVATIONS. THERE IS 4" BETWEEN ON AND OFF, AND THERE IS 70 160 20.68 GAL Bb-DgEEN ON AND OFF. FILL TIME= 20.68 GAL/6.5 GPM=3.18 MINUTES 65 150 RUN TIME=20.68 GAL/13 GPM=1.59 MINUTES 140 60 130 55 UNIT 36 (IST FL 2905F): 50 110 LU UNit 37 (1ST FL 198SF): UNIT .58 (1ST FL 2905F): LAUNDRY ROOM FLOW m 48 100 UNIT 39 (1ST FL 1985F): I~Og/GPD/UNIT X 1 UNIT = 100 GPD 5 WASHING MACHINES EACH @ S LOADS PER DAY '~ L~ 1.85'd X 1.67'h CYLINDER: V ~ 4.4 GAL UNIT 44 (2NDFL 10285F W/KITCHENblIE:)~_~./GPD/UNIT X 1 UNIT 225 GPO GPO -- 3 MACHINES X 3 LOADS X 3 CYCLES 4.4 GAL = 118.8 GPD PUMP UNIT 45 (2ND FL 7705F W/KITCHENtlIE:)~_,'/GPD/UNIT X 1 UNIT 225 GPD SAY 120 GPD .~ 85 80 46 (2ND FL 7705F W/K[TCHENbIIE:)~CO~GPD/UNIT X 1 UNIT 225 SPD STATION UNIT E/ONE MODEL N.T.S PUMP ¢ 20 15 PANEL STATION ;30 & LIGHT (TYP) E/ONE 10 20 1 [ MODEL RESTAURANT SANITARY SYSTEM DESIGN ~o 150'(+/-)-1.25;'~ 160'(+/-) 53/,/-DH 152-9.3 5 10 KITCHEN FLOWS: / OR9 HOPE :: 1-25"¢ DR9 HOP 0 0 RESTAURANT: 110 SEATS x 20 GPD/SEAT=2,200 GPD J START 2"¢ HERE~ PUMP -S -10 STATION TEMPORARY -20 SANITARY FLOWS: E/ONE FLUSHING J STANDBY RESTAURANT: 110 SEATS x 10 GPD/SEAT=I,IO0 GPO MODEL CONNECTION (TYP) -BO DH 152-g3 //-GENERATOR -16 -40 -20 -50 [ -25 -60 GREASE TRAP: I I I I I I I 2,200 GAL REQUIRED CAPACITY % 0 2 4 6 8 10 12 14 16 18 PROVIDE (1) 10'¢x5' LIQUID DEPTH GREASE TRAP PERMANENT (2,500 GALLONS) ~- STANDBY DISCHARGE (Q}, GPM GENERATOR IN MANHOLE [] ZONE NUMBER NOTE: BRANCH DIVIDER SO FT TOH ~ ; FLUSHING CONNECTION ~ FOR ALL PUMPS PUMP CURVE WITH SYSTEM OPERATING POINTS 201 GL lb- O'¢-- ;UFFOLK CO~Y DEPAKTMENIOF HEALTH S ERVIC. F-~ -' ~FERENCEIXrO'MBER: ~ [ o - o ~ - o 0 ~ SEE DRAWING # ~,. OF [ ? FOP. SPECIAL COND1TION~ RE .EWEK'S ITL LS: 7 12/09/09 [ 6JlO.29.o9 J 57.10.09 J 43/04/09 / 313/04/09 L.,REV I DATE SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS MG $CDH$ OWR 2J27/09 COMMENTS MG SCDHS OWM 2/27/09 COMMENTS MG REVISED PERSCDHS COMMENTS MG ISSUED TO SCDHS MG DESCRIPTION BY · IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEer IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY ! HIS/HER SIGNATURE AND THE DATE OF SUCH I ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDtA, NY 11749 TELEPHONE: 631.592.2660 JOB f~ 08AE--00146 FACSIMILE: 631,252.1556 JOB~ 08AE--00014 ? GIACALONE CT$, P.C. IN STREET ALE, NEW YORK 11735 20-8383 FAX:(516)420-0195 ~ PROJECT SANTORINI BEACH 3800 DUCK POI',TD ROD CUTCI-IO~rI3]E,/XTEV¢ YORI~ 11935 r DRAWING I:>ET,ArL5 4 SELU,-4C=E DI$PO$AL I EarGN CALCt. JALTrON$ CATE 1/2~,/o~, DRAWN BY SCALE AS-NOTED CHECKED BY H.B. PROJEC"~,AE o0a4 SHEET 7 OF 9 SAN-06 /~, CT2 KITCHEN FLOW TO SMH1 KITCHEN FLOW FROM TRAINING CENTER Z TRAINING CENTER GREASE TRAP PLAN (OR APPROVED ~QUAL) TOP OF PIPEL~ Field MEASURED 5/08 @ 8" BELOW EXISTING GRADE / BRING ALL HOUSE TRAP /. CLEAN OUTS TO GRADE. PLUMBING DRAWINGS. GREASE TRAP: 1.#5 REBAR @ 6"0.C. E/W 4 CU PERIMETER OR EQUIV. WWM @ B" THICK TOP SLAB. CONCRETE 2-#4 REraR @ 6"0.C. BALLAST B/W OR EQUIV, WWM @ BOTTOM 3.6X12, 6&8 @ 4" THICK SIDES. RIM EL. FLOW LINE CT1 6" BOTTOM 10' DIA. GREASE TRAP STRUCTURE SHALL BE MONOLITHIC PRECAST CAST IRON FRAME AND COVER TO GRADE (TYP.) FINISHED GRADE EL. 11.50 8" MIN. TRAFFIC .BEARING TOP 30'-4" PVC SDR ,35 @ 1/4"/FT. MIN. PITCH FROM GREASE TRAp OUTLET FO E/ONE PUMP STATION INLET. NV EL 9.25 @ PUMP STATION. GREASE TRAP DETAtLS: 1.CONCRETE 4000 PSI @ 28 DAYS. 2.REBAR TO BE ASTM A--615 GRADE 60. 3.WELDED WIRE FABRIC ASTM A-185_ 4.DESIGNED FOR AASHTO H-20. 5.ALL COMPONENTS TO BE HEAlth DEPARTMENT APPROVED. IA. GREASE TRAP DETAILS 4" DIA. PVC SDR55 FROM TRAINING /~-"-~T~ 2 B' ~/C ENTER SANITARY /* ~ FROM TRAINING SAN FORCE / CENTER GREASE MAIN FROM / TRAP RESTAURANT / & MOTELS A TO SEPTIC SANK ST1 CAST IRON FRAME AND COVER TO GRADE (T~P.) BRING ALL HOUSE TRAP CLEAN OUTS TO GRADE. PLUMBING DRAWINGS. RIM EL. 21.85 GREASE TRAP STRUCTURE SHALL BE MONOLITHIC PRECAST TRAINING CENTER GREASE TRAP SECTION FINISHED GRADE --EL. 21.85 8" TOP SLAB 29'-4' PVC SDR 35 ~ @ 1/8"/FT. MIN~ PITCH \FROM GREASE TRAP OUTLET FLOW ~TO SMH1 LINE[ NV IN EL 17.68 ~ SUH1 12" DIA. . ~ GREASE TRAP DETAILS: 1.CONCRETE 4000 PSi © 28 DAYS. 2.REBAR TO BE ASTM A-615 GRADE 60. 3.WELDED WIRE FABRIC ASTM A-lieS. 4.DESIGNED FOR AASHTO H-20. 5J~LL COMPONENTS TO BE Health DEPARTMENT APPROVED. 2 lA. GREASE TRAP DETAILS "ADJ" CAST INTO TOP OF FRAME TYP, 2 PENETRATING PICK HOLES 160 APAl~r S.S_ OR STEEL REINFORCED COPOLYMER POLYPROPYLENE BRONZE LOCKING WITH KEY WRENCH SUPPLIED 16" GA. S.S. BAFFLE SHAPE TO FIT% PIPE OPENING ~'~ TABS A B C D GA. S.S. BAFFLE IN PLACE SEE PIPE DETAIL (SHAPE TO FIT) DROP PROVIDE S.S. (16 6&) TO FIT OR CCA STEEL MANHOLE STEEL ANCHOR BOLT A FROM ST5 30° 50' FROM ~,~'~ ST4 CONCRETE INVERT FORMED TO AT LEAST THREE-QUARTERS Of THE DIAMb~bR OF THE PIPE COVED MANHOLE TO DLP1 0 '~ ~,~ TO DLP2 LIFT HOLES 1BO' EACH SE 'CTlO"~ ' SECTION B-B SCOKhNG DETAiL BARS 90' ANGLE W/ 2= OVERLAP PIPE CONNECTION DETAIL A SCDHS NOV 09 COMMENTS SCDHS AUG 09 COMMENTS SCDHS 1/16/09 COMMENTS ISSUED TO SCDHS DESCRIPTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. If AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. 2" DIA HDPE tFROM 42" 3'-0' BASE SEC[IBN BARS @ 8" O.C.E_W. FINISH GRADE EL MANUF. ID ENTIFCATION CAST IN 12' D.C. (TYP,) FORCE MAIN ¸4' 4" DIA. PVC SDR35 FROM TRAINING TRAP INV. El. 17.68 URANT & MOTELS DEPTH .P'(TYP.> # INV EL 17_49 4" DIA. PVC SDR35 FROM TRAINING CENTER SANITARY COVER SECTION A-A M.H. FRAME & COVER, "f" ADJUSTABLE CASTING GRADE WITH N.J. SHALE RED BRICK 84 MORTAR (MIN- OF TWO COURSES & MAX. OF 15") STD. M.H. STEPS OR STEEL REINFORCED COPOLYMER POLYFROPYLENE) REINFORCEMENT SQ. IN./ET. OF HEIGHT SQ. OR ~4"¢ SELF SEALING BUTYL RUBBER 1_ ALL MANHOLES SECTIONS SHALL CONFOR:M TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORC~'D CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS AS REOUIRED. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS Of S.C.D.P.W. SPECS. 4. LOADING TO CONFORM T AASHTO H-20 ILOADING 5. REBAR TO CONFORM TO ABTM A-615-60 Fs=60,OOOPSI 6. WELDED WIRE MESH TO CONFORM TO A.$.T.M. A185 Fs=65,000PSI 7, CONCRETE TO BE 4000PSI © 28 DAYS 8. FLAt SLAB TOPS (NO JOINT} MUST HAVE TOP & BO'FFOM STEEL. #2 STEEL HOOP AROUND OPENING (TYP.) FLEXIBLE SLEEVE OR APPROVED EQUAL (T/Pm) (SEE DETAIL) BASE SLAB REINFORCEMENT #4 BARS B" O.C.E.W- TOP SCORING DETAIL 1NV EL 17.59 4" DIA. PVC SDRS5 1-1/2" HALF INVERTED COVER PLAN MANUFACTURER AND UNDERSIDE OF COVER PENETRATING PICK HOLE MANHOLE COVER PLAN DATE CAST IN 28-3/4" 27-1/2" 27-1./4" [' 25-3/4" MANHOLE COVER SECTION A-A MATERIAL GRAY CAST IRON PER ASTM A-48 (LATEST REVISION CLASS 30 CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 (OR' EQUAL.} PA"ITERN NO. 17341010 TO SEPTIC TANK ST1 EXTENSION RING ~'aRF #4 BARS @ 8" O.C,e.w. MAN UF. IDENTIFCATION CAST IN 3'-0' BASE SECTIDN TWO (2) 4" DIA. PVC [NV. EL. 16.20 FROM ST4 & ST5 JDINTS SDR35 8 INV. EL. 16-03 FROM ST4 & ST5 FINISH GRADE EL COVER lB' 0.C, (TYP,) 4 -B'(TYP.) COVER INV. EL. 15-93 TO DLP1 SECTION A-A M.H. FRAME & COVER, "F" ADJUSTABLE CASTING TO GRADE WITH N.J. SHALE RED BRICK & MORTAR (MIN. Of TWO COURSES & MAX. Of 15") STD. M.H_ STEPS OR STEEL REINFORCED POLYPROPYLENE} REINFORCEMENT SQ. IN./FT. OF HEIGHT SO- OR ~"~ SELF SEALING BUTYL RUBBER 1- ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,5, OR 4' HEIGHTS AS REQUIRED. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 4. LOADING TO CONFORM T AASHTO H-20 LOADING 5. REBAR TO CONFORM TO ASTM A-615-60 Fs--60,OOOPSI 6. WELDED WIRE MESH TO CONFORM TO A.S_T.M. A185 Fs=65,000PSI 7. CONCRETE TO BE 4000PSI @ 28 DAYS 8. FLAT SLAB TOPS (NO JOINT} MUST HAVE TOP & BOTFOM STEEL. ¢2 STEEL HOOP AROUND OPENING (TYP.) ~XIBLE JOINT (TYP_) ONE (1) 4" Ol~ PVC SDRSB FLEXIBLE SLEEVE TO DLP1 OR APPROVED EQUAL (TYP.) (SEE DETAIL) BASE SLAB REINFORCEMENT #4 BARS 8" O.C.e.w. TOP SCORING DETAIL "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOE THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOU THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.252.15S6 JOB ~ 08AE-00146 JOB 08AR-OD014 rrE AcAloNE CTS, P.C. LIN STREET FARMINGDALE. NEW YORK 11735 TEl:(516)420-8383 FAX:(516)420-0195 PROJECT SANTOPd-N'I BEACH RESORT ' DRAWING ~,z~Cq. I T ,.~ 1--<'T' .L...> E T,~ I L ~,~ DATE w2~/oa DRAWN BY O DIAMETER SANTARY DISTRIBUTION MANHOLE-DB1 , SCALE AG-NOTED CHECKED BY SHEET 8 OF DRAWING NO. SAN-07 MB RIM EL. --(2) 4'-8"¢ PVC SDRBS CROSSOVER PIPES 20" O.C WITH CENTERLINE 18" BELOW THE LIQUID LEVEL. INV. EL'S 14.42. 42" FORCE MAIN COVER DEPTH INV EL 17.73 BOTTOM EL 1--24" HEAVY DUTY CAST IRON FRAME & COVER tWITH "GASTIGHT" GASKET STANDARD (T~P.) 4" DIA. PVC FROM TRAINING CENTER SANITARY INV- EL- 17.49 INV EL 17.6S 4" DIA. PVC SDR35 FROM TRAINING CENTER GREASE TRAP BT2 NOTE: ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS ALL COVERS TO BE LACKING CAST IRON COVERS. - FINISHE DISTRIBUTION ' ' ' EL. GRADE EL blH RIM EL. 18.50 PR EEAST CONCERT SMH1 SANITARY PROFILE-SMH1 TOP 37' TO DLP1 -- SEPTIC TANK 1 SEPTIC TANK 2 SEPTIC TANK 4 DISTRIBUTION BOX DB1 SEPTIC TANK 5 SEPTIC TANK 5 F. SEPTIC TANK DETAILS: I_CONCRETE 4000 PSI @ 28 DAYS. 2.REBAR TO BE ASTM A-615 GRADE 60. 3.WELDED WIRE FABRIC ASTM A-185. 4. DESIGNED FOR AASHTO H-20. 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. 6.OUTLET FLOW MUST BE SPLIT USING A MINIMUM 4-' DIA. MANHOLE. TO LEACHING POOLS iLOCKING CAST IRON COVER TO GRADE (TYP) RIM EL DLP1 1B.58 RIM EL. DLP2 & DLP3 19.25 DLP1 TO LP1-12' OUTLET DROP T ON ALL DISTRIBUTION POOLS (3" BELOW INLET) DOME 8' TO DLP2 8' TO DLP3 8' TO OLP4 S' TO DLP5 PRECAST CONCRETE RISER (TYP) - LEACHING 10' 1~2' MIN. (TYP.) HIGH SEASONAL GROUNDWATER BACKFILL TO BE CLEAN SAND AND GRAVEL (~YP_) DISTRIBUTION LEACHING POOL DLP1 10' DIA~/ DISTRIBUTION LEACHING POOLS DLP2 THRU DLP5 SEE STRUCTURE SCHEDULE LOCATED ON DETAIL 6/C-08 AND ALSO LOCATED ON SITE PLAN, C-02 FOR ALL RIM, INVERT & BOTTOM ELEVATIONS DLP2 THRU DLP5:8' TO LP2, 3, 5, B, 9, 12, 13, 16 1T TO LP4, 7, 10, 15 19' TO LP1, 6, 11, 14 SANITARY LEACHING POOL DETAILS: 1.CONCRETE 4000 PSI @ 28 DAYS. 2.ERBAR TO BE ASTM A-615 GRADE 60. 3.WELDED WIRE FABRIC ASTM A-185. 4`.DESIGNED FOR AASHTO H-20. 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. PRECAST CONCRETE RISER - LEACHING SECTI( 1 O' DIA:/ 6' MIN. PENETRATION INTO A VERG[N STRATA OF SAND AND GRAVEL LEACHING POOLS LP1 THRU LP16 v FINISHED 11 __ STONE CL~ 150 PIPE) IDJ.~.) ~mNm (o HEADE~-~ PLAN SECTION MAX. FIVE (5) - 10' DIA. SEPTIC' TANKS STB ST5 4" DIA. PVC SDR35 OUTLET TO DISTRIBUTION MANHOLE DISTRIBUTION MANHOLE, DB1 PVC INLET FROM SMH1 ST/ DB1 ST4 ST2 (2) 8" DIA. PVC CROSSOVER PIPES (TYP) REINFORCED/ CONCRETE SLAB FIVE (5) UNIT SEPTIC TANK N.T,S EX~STING GRADE 10' LP 10' DIA. 0 DIA. 1 O' LP LP 0 ONE O) 4" DIA. PVC SDR55 OUTLET TO DISTRIBUTION LEACHING POOL DLP1 RIM TO BOTTOM 9' MIN 10' MAX. 1 O' DIA. LP 0 I0' DIA. LP VALVE AT EACH CLUSTEI DIA. - 12" GPADE (STEEL MID DEPTH) NOTE: CONCRETE PAD TO BE VERIFIED FOR LOCATION AND SIZE IN WITH ENGINEER PRIOR TO INSTALLATION. 6" STABILIZED SOIL BASE, COMPACTED NYSDOT TYPE lOll, OR APPROVED EQUAL SUBGRADE NEW 6' FLAT CONCRETE SLAB 4000 PSI @ 28 DAYS W/SX6-W6.6XW 10.10 VCNM. '"E TIC TANKS NOT TO SCALE 1 .(5) SEPTIC TANKS SHALL BE CONSTRUCTED ON A COMMON CAST IN PLACE 4000 PSi REINFORCED 6" THICK CONCRETE SLAB· 2.EACH COMPARTMENT SHALL BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE SOMD RINGS, SOLID DOMES OR TOP SLABS. 3.COVERS MUST BE PLACED OVER iNLET AND OUTLET FOR TOP SLABS OR IN CENTER FOR DOME TOPS. 1 O' DIA. LP 0 1 O' DIA. LP 0 10' DIA. LP 0 0 1 O' DIA. LP 10' DIA. 10' DIA. LP LP 10' DIA. LP 1 O' DI~ LP 10' DIA. LP DB 1 =DISTRIBUTION BOX LP=LEACHING POOL DLP=DISTRIBUTION LEACHING POOL MAINTAIN EQUAL DISTRIBUTION OF POOLS IN EACH CLUSTER_ MAINTAIN B' BETWEEN ALL LEACHING STRUCTURES. 21 SANITARY LEACHING POOLS ARE REQUIRED. SEE SANITARY CALCULATIONS ON THE DETAIL SHEETS. 1 O' DIA. LP REVISE[} 07/04 ALTERNATE "A" ALTERNATE "B" SEWER FOUNDATION IN GRANULAR SOILS ALL TRENCH DEPTH_S SEWER FOUNDATION IN ORGANIC SOILS NOTE: ALL DRAWINGS NOT TO SCALE DEPARTM~qT OF PUBIC WOAKS SUFFOLK COUNTY, NEW YOPJ~ SE~R FOUNDATZONS &: JOINTS EQUIVALENT TO MAIN STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING 10"-0" 10'-0' 18" MIN. WATER MAIN OR WATER SERVICE, 18" MIN. 10'-0" ~, (I ' ~SEWER MAIN OR NOTE: HBRIZDNTAL SEPARATION BET~/EEN SEVER AND ~/ATER LINES MUST ~E lO' MINIMUM 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE HEIGHT SANITARY STRUCTURE SCHEDULE ABOVE STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH GROUNDWATER 0T1 11.50 7.50 7.00 2.00 - - GT2 21.85 18.47 17.97 12.97 - ~:uwt 21.40 17-68-17-4-(17.59 17,59 -- - ST1 19.50 16.59 XOVRSTB,ST2 9.59 - =;T9 19.30 - XOVR ST4 9,58 -- $T3 19.30 - XOVR ST5 B.59 -- - ST4 19.30 - 16.09 9.59 - - .~TR 19.30 -- 16.09 g.5g -- -- DB1 18.50 16.03 15.95 15.93 -- -- DI P1 18.40 15.55 15.30 7.50 8.00 4.14 DI P? 18.25 15.20 14.95 6.95 8.00 3.79 LP1 18.10 14.76 - 6.76 ,8.00 5.60 I P? 18.40 14.87 - 6.87 8.00 3.71 LP5 18.25 14.87 6.87 8,00 3.7 Lpz 18.10 14.78 6.78 8.00 3.62 gLP5 18.50 15.20 14.95 6.95 8-00 5.79 LP5 18.50 14.87 - 6.87 8.00 3.71 LP6 18.90 14.76 6.76 ~.00 ~.60 LP7 19.00 14.78 6.78 '8.00 3.62 LP8 18.90 14.87 6,87 ~.00 3.71 DLP4 3 ~.~U 15.20 14.95 6.95 ~_00 LPg 8.80 14.87 - 6.96 ,8.00 3.80 LPIO 18.90 14.78 - 6.78 ,8.00 3.62 LP11 1B.75 14.76 - 6.76 ,8.00 3.60 LP12 18.60 14.87 - 6.96 8.00 5.80 DLP5 18.50 15.20 14.95 6.95 ,8.00 3.79 IP13 18.75 14.87 - 6.87 8.00 3.71 LP14 18.50 14.77 - 6.77 8.00 3.61 LP15 18.15 14.78 - 6.78 ,8.00 3.62 LP 16 18.25 14.87 - 6.87 ,8.00 3.71 SEE SOIL BORING B-4 ON DWG C-06. THE DEPTH TO GROUNDWATER ~ B-4~ IS 16.3 Fr. THE GROUND SURFACE ELEVATION @ B-4 IS 19.15 FT. THE HIGHEST EXPECTED DROUNDWATER ELEVATION IS ESTIMATED BY REFERENETNO MONITORING WELL No. S52590.1 WHERE THE HIGHEST/MOST RECENT GROUNDIWATER = 7.5/6.56 = 1.11. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 -- '<.16 8 ADER CONNECTION DETAIL J S~FO~ CO~ DEp~TM~OF ~ SERVI~ , P,~FE~ENCEiNW. TMBER: C J O- D g -oO ~ gEED~G~ ~ O~ FOASPEC~CONDI~O~ REINFORCED PRECAST CONCRETE SOLID RING CLEAN SAND & - = J EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH OF 3" INTO THIS STRATUM. THE EXCAVATION IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION OF THE PROPOSED BOTFOM OF THE LEACHING POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE MATERIAL PLACED UNDER THE SUPERVISION OF THE ENGINEER· 2. CONCRETE: 40BOPSI @ 28 DAYS, WWF AS2 & A185 REBAR: ASTM A165, GRADE 4-0 $. DRAIN PIPE TO BE AS CALLED FOR ON THE PLANS. 24" DIA. CAST IRON PROVIDE 2' MIN. COVER OVER PIPE. /~FLOCKHART i~68518 4. PROVIDE SOLID RINGS AS REQUIRED TO BRING THE ~TYPE 6840 OR EQUAL FRAMES AND COVERS TO GRADE. /...../ ~CRADE S' REINFORCED CONG. RgFORCED PRECAST CONCRETE ~ E~LEA&HI" G RING COVER 1 "--0" MIN. 2'-0" MAX. ADJUST WITH PRECAST COLLAR 3'-0" MIN. GROUND WATER~%_ STORMWATER LEACHING POOL DETAIL 7 12/09/09 / 5 i Z.lO.O ! 4 3/04/09 / I ,1/,!/o8 ~,REV I DATE SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS Me MG SCDHS OWR 2/27/09 COMMENTS SCDBS OWM 2/27109 COMMENTS MG REVISED PERSCDHS COMMENTS MG iSSUED TO SCDHS MG DESCRIPTION bY · IT IS A VIOLATION Of THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN AN't WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE Of SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF T~ ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY Of JAMES, LASALA & ASSOCIATES, LLP." J~S, LAS~A & ASSOC~TES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.B92.2660 JOB ~ 08AE--00146 FACSIMILE: 631.232.1536 JOB~ 08AR-OD014 ) GIACALONE CTS, P.C. IN STREET ALE, i' FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 · PROJECT S TOEI BEACH I~ESORT 3800 DUCK 1:'01"%T/) · DRAWING ~,A,N I T.~'T- DATE 1/2OlO~ DRAWN BY SCALE AS-NOTED CHECKED BY H~. PROJECTo~A~ oooM SHEET g OF g DRAWING NO. SAN-08 SITE PLAN APPLICATION FOR SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK NAME & ADDRESS OF OWNER/APPLICANT: JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY 158-11 HARRY VAN ARSDALE AVENUE FLUSHING, NY 11365 DRAWING LIST: C-00 C-01 C-02 C-03 C -04 C-05 C -06 C-07 C-08 C-09 COVER SHF,ET EXISTING CONDITIONS & DEMOLITION SITE PLAN ALIGNMENT & SCHEDULING SITE PLAN PROPOSED GRADING SITE PLAN PROPOSED UTILITY SITE PLAN WEST MOTEL & RESTUARANT PROPOSED SANITARY& STORMWATER DRAINAGE PLAN EAST MOTEL, TRAINING CENTER AND CABANA SANITARY & STORMWATER DRAINAGE PLAN SITE DETAILS & NOTES EROSION & SEDIMENT CONTROL PLAN & DETAILS SITE LIGHTING PLAN APP &O v ~.0 ,, - , c'. Bf'~h,RD TO',,5'[',] (DF 5©UTI-~OI.D (SHEET 1 OF 10) (SHEET 2 OF 10) (SHEET 3 OF 10) (SHEET 4 OF 10) (SHEET 5 OF 10) (SHEET 6 OF 10) (SHEET 7 OF 10) (SHEET 8 OF 10) (SHEET 9 OF 10) (SHEET 10 OF 10) / a /~.12.og / 2 / ~ p.18.o~ kREV / DATE TOWN REVISIONS MG TOWN SUBMITTAL TO LEGAL & ENV. DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 1174g TrLEPHONE: 6.~ 1.592.2660 FACSIMILE: 6S1.232.1536 JOB ~! 08AE-00146 oSZ GIACALONE HITECTS, P.C. NKLIN STREET INGDALE, NEW YORK 11735 16)420-8383 FAX:(516)420-D195 THESE PLANS ARE AN INSTRUMENT OF SERVICE/I AND ARE THE PROPERTY Il lU.~ IH~ ~1 I OF THE ARCHITECT /[ INFRINGEMENTS WILL BE |1 I ~.~ · [ PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGLrE, N~W YORI~2 11935 DRAWING DATE ~/ts/o~ DRAWN BY ~ SCALE As NOT,r2 CHECKED BY H~ PROJECT O~AE-OOI4b SHEET 1 OF 9 DRAWING NO. C-00 ® LINE OF ,APP~-~.Ek.!T ,~0' // HI®H F~ATEP~ %,. ~ // / 1 SOIL MECHANICS DRILLING CORPORATIOk SOIL MECHANICS DRILLING CORRORATION BE .-DEMO ,~\ ' REFUSE- RECEPTAC£E , AT LAONDRY "ROOM '~, - TO ~EM~A, ~ " ' L __ -- J · ~ :X~ST~N~ , ,OLE ~ ~ .¢,. STORM ~ / ~ ~ ~o ' ~ PUP :;~47~ .'fl ' ~ . ~ ~[~OVE ~ ,b.'.~ -.~ ' --"~*¢~ B-~ ~2~ ~ ~ '~ X k "~:~P~°?2~' "nE'GER WELL a PUMP .~, , p , ~ x-x, "X ~ ~ .//"/ ~ : ..-, ,, ',, 'x-,T,,, ,, .-' RS ~SAN~TARY L~¢HING DEMO FOR NEW ST~RS REMOVED B-5 B-6 SOIL MECHANICS DRILLING CORPORAT[OF (SEE SCHEDULE THIS DWG.) , '" E B - 1 , , "- DOCO - ~ALL -'-~ ~.~ / / / / ' , ~ . - '"' " '' ' OPENNG PERMITS FXSTNQ ~" '"-. X,,, ~}/' '" -SEPTC TANK REQUmED. OVERHEAD , '-, ", , . // //-- , / J h ,' .-" / / /' ~ ~ ,' NOTE: TAX LOT #S5-2-1, 2 AND 17.2 HAVE SEEN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY REAL PROPERTY (#17.5) REPLACES THE FORMER 85 2 1, 2 AND 17.2 TAX MAP NUMBERS. LAND NO~ OR FOR~ERLf OF - P~OP:RTh' LINE TIMOTHY T STEELE a JEANE P. STEELE / POOL No.: 1.ALL EXISTIB8 SANITARY SYSTEMS WErE SA~PLED/~ESTED JUDE / 1,2,~,4,5,6,7,8.9,10,11,12,1~,14,15,16, IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. / 19,20,21. 2.EXISTING SANITARY LEACHING POOL STRUCTURES ARE TO BE COMPLETELY ~'x ~ / REMOVED UPON HEALTH DEPARTMENT AUTHORIZATION EXCEPT FOR THE LEOEND TEST HOLE B 2 ¥ SOIL BORING LOCATION EXISTING SANITARY PQOI_ WITH PIPING & VENT EXISTINO STRUCTURE DEMO & REMOVE EXISTING OVERHEAD ELECTRIC APb Ro CED BY PLANNING BOARD TOWN OF $OUTHOLB TOWN REVISIONS MG TOWN SUBMITTAL MG ¥O LEGAL & ENV. REVIEW DESCRIPTION MG BY ¢ JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.2S2.1556 JOB ~1 08AE-00146 EHASZ GIACALONE ARCH[IECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0 ~ 95 THESE PLANS ARE AN ){E~~ INSTRUMENT OF SERVICE AND ARE THE PROPERTY nnm mmm OF THE ARCHITECT Imm GI INFRINGEMENTS WILL BE PROSECUTED r PROJECT SANTORINI BF, ACH i:~ES ORT 3800 DUCK POND ROAD CUTCHOGLrE, NEW YOI~_K 11935 ' DRAWING ~ EEf~OJ_ ITION ~LAN DATE e/l~/os )RAWN BY NS SCALE AS-NOTE[P CHECKED BY HB PROJECT O~A~-OO14~ SHEET 2 OF 9 D~WING NO. N QOi \ N~f~'"STAIRS & 5' ~\ ,,~,F CONCRETE ~ ~, WALKWAY ? ? ? STOP SIGN, BAR & LINE MARKINGS /~'~',, ',,' ~ ~ -,, ADA AI~A~ HANDICAP ~o///./ NOTE: EXISTING REFUSe- RECEPTACLE AT LAONDRY ROOM TO ~EMIAN P UTILITIES DiRECTiONAL ARROW WHITE PAVEMENT MARKINGS 4" WIDE WHITE PAVEMENT MARKINGS FOR STANDARD PARKING STALLS (TYP). EX]STIN® TREE LIN,F DOWN 4 RISEI 5 RISERS DOWN LOT OCCUPANCY: IMPERVIOUS SURFACES SEMI-PERVIOUS GRAVEL SURFACES LAWN/LANDSCAPING WOODED 45'-7'/ 4" WIDE PAVEMENT M~ 05 ,,, ~OR 2 (TWO) · ~ANDICAP PARKING ~XISTIN® CAE~ANA~ALLs ~ cXlSTIN® POOL E(~LJIP"',IDNT '~-.OO'r-d/TO I LETS ALIGNMENT & SCHEDULING SITE PLAN 4'x5' MIN. >, ADA EXTERIOR AREA FOR / ,--ASSISTED RESCUE / "- ENSER UNITS CONCRETE PAD RETAiNiNG~A~(~CE & GATE LIPA SPEC -TRANSFORMER PAD & PAD EXTENSION RETAINING WALL W/ FENCE 1,000 GALLON AG PROPANE TANK EMERGENCY STANDBY GENERATOR REFUSE RECEPTACLE ENCLOSURE / / PRE CONSTRUCTION 0,70 34.77 3.5' POST-CONSTRUCTION (%) 10.02 0.70 33.53 B5.76 BUILDING GROSS FLOOR AREA SCHEDULE: 1.WEST MOTEL: 8,030 SF 2.EAST MOTEL: 8,285 $.RESTAURANT: 5,154 SF 4.CABANA: 1,654 SF 5.TRAINING CENTER: 18,000 SF EXISTING WELL NOTES: WELL W 1: No, S120279 INSTALLED BY KRE[GER WELL & PUMP CORP. COMPLETED AUGUST, 2002. WELL W-2 No. S58840 INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETED JUNE, 1976. ./ / / Site / 3800 DUCK POND ROAD7 .- S~,umol,~ LOCATION MAP NOTE: .. NUMBER ASSIGNED BY SUFFOLK COUNTY / ~. REAL PROPERTY (#17.3) REPLACES THE 'N/ '~/ "% FORMER 83-2-1, 2 AND 17.2 TAX MAP 'xx/ ~q~;. % NUMBERS. LOT OCCUPANCY: PRE-CONSTRUCTION: 7 11% IMPERVIOUS PAVEMENT & ROOF 0,7% SEMI-PERVIOUS GRAVEL 58.11% FORESTED 54,77 OPEN SPACE TURF & LANDSCAPING POST CONSTRUCTION: 10.02% IMPERVIOUS PAVEMENT & ROOF 0.7% SEMI-PERVOIUS GRAVEL 55 76% FORESTED 35.53% OPEN SPACE TURF & LANDSCAPING LINE // APPROVE[) BY PLANNING BOARD TOWN OF 5OUTHOLD DATE LANP NOP~ Oi~- FORM'FRLY TIMOTHY T STEELE ~ J_FANE STEELE / 3 p. 2.oe / p.11.0 / 1 j8.18.08 ~,REV / DATE TOWN REVISIONS MG TOWN SUBMITTAL MG TO LEGAL & ENV. REVIEW MG DESCRIPTION BY , JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252.1536 JOB ~ 08AE--00148 ~ GIAOALONE I ARCHrrfic'r~, P.C. I 431 CONKLIN STREET I .ARM~N~DA'E, NEW YORKI TEL'.(516)420-8383 FAX:(516), FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 "THESE PLANS ARE AN ~ ( INSTRUMENT OF SERVICE/|1'--. ~--" ~ AND ARE THE PROPERTY / II.~ i~.,~ ~o. OF THE ARCHITECT /I I'~ I~'~l' t~'l INFRINGEMENTS WILL BE /I ~ ,X.~t& · ,,PROSECUTED J ~, I SANTOP NI BEACH / RESORT DRAWING DATE ~/1~/o~ DRAWN BY Me SCALE A5 NOTEP CHECKED BY u~ PROJECT OBAE-OOI4b SHEET 3 OF 9 DRAWING NO. C-02 f ® / :~_ )-°1I On'' / , ,--.__- m,? l, / : ' I "~ '/ l x / ~.~ ~ , ,,: , ,, "' ' ~"~ ~, HSZ~R~' LiNE -- ',. , AT ~UNDRY ROOM . ~-~- x ,~- '~ TO E'EMIAN , ' _ ' ' ' ~ , // ',, ~ ": 4 ' ' ~ -. ' : / ' " ,nO' ., .. ~? x~ ,~ ~ ~ ~s. ~, ~ ~ J . ~ ~ ~ ~',~.~X./ ," x %' " ¢/' SEA.AL,~ / 'Wx, ;,-~% ';~1 Xk <l~T ~% II~'?fl' r' ~ V{ /~ T~L f l~ t 'llf,~% ~ ~ ' , CORP. COMPLETED AUGUST, 2002. ', , BEEN MERGED-A~D AND A NE~ TAX MAP - ' '... :Ti ,", , ', N, ,, ',. ,,, ', q N ~xOg- ' N / / ' - N % '~ ' - Ali/l/l/I1~ , ~ / / I , k ' ',' ' N ' N ',, 'X N /N NUMBER ASSIGNED BY SUFFOLK COUNTY ~N~-- ~> ~ / / '~ - q % % '/ X ~1/1~i' %, ~ / ~ / / / ' I~ ~ x , ~ >7~I~IN~ ~LLx, 'x ', ~' % )./ ¢~ xx FORMER 83 2 , 2 AND 7 2 TAX MAP 9 ; .... ,' ; ',, ,, .:**:o,:?, II,'lll./ ,' W', ', ', ', ', ',, ; , ', ', '.; ... ~ ,,, x, I , ~ .. , , /{ I //~ / , ~ ~ x x x ~ ~ ~ ~ x x ~ ., ', N % '~ N ~-~ ..... N ' N k / t , / , ,' / /dill, / I x x x x x x ~ k ', 5 / ', N % ,~_ N I APPROVED BY ~ 3 .12.0 TOWN REVISIONS MG k N ; -' x T-~/ %/I- 'x /~ ~ / / IIII /il ~%-..1 ~ ~ / k x ~ : Y ,, % % PLANNiNG BOA~D / J l I8.18.08ITOLEGAL&ENV. REVIEW MG ~ N ~ / ,. ~ '/ .x-~ , I /I I I I ~ , Ll'-. ~ ~ ,, ~ ~ ~ ' ~ , , , / "x ,, N % I / N --NX/' J ~¢?:7~--' /' ~ x ~ ~ / / / I/ / J J I x.I" %EXI~TrN¢ Z~E:~ ~ ~ x 'x ' '~ / x ,,. --N N I TOWN OFSOUTHOLD i, (REVIDATEI DESCRPTON BY ~ "-~ -7..'%%%%%ZZ~-~ZT~--. ~ ".,.~x / / / /'/ / / / ,' I / xx " % ~x"x 'x 'x ~ x ~ / ~ / '" N / ~.--, ~' w I ASSOC~TES, LLP / IS~NDIA, NY 11749 -- ~L~ .... ]' ' TELEPHONE: 651.592.2660 k FACSIMILE: 651.252.1556 ~OB ~ O~E-OOI~E / ~-- _,~.// / / / /,x,.~.L_~___ -'~-~~ ..... ~. ~. ". '-. " '~~ / / / / ' x , ~,:~--." " >' ', ~, ', ~ / / ~x I EHASZ GIACALONE ~ ' /' ' ~ - ~ ~ ' ' ' * ' ~ ' ' ' ': ' ~'~"' ~ ' ~ I ARCH~C~,P.C. / ~% w r?" /' .' ? / / I ~ _~~ ~ ~~- / ' ~ x x . x /x ~ ~ ~ ' ~ ~ ' ~ ~, ~ ,~'~ / ~ ~ ~ 7 / . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . x ~ x ~ ~ ~ . ~ , . ~ ~ ~ ~ ~ ~ , ~ ~ ~ FARMINGDALE, NEW YORK11735 / ~ ~:/ ~ ' / ~ ~ ~ L ~ ~- ~ ,~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' - - <, , x x / , ' ~ / ' ' , , , ' i , ~ x TEL~83F~:(516)420-0195 / ~ u -~ ' / -- s': " / ~- ¢-- ~ ~- ~ ~ .... ~ ~-~ ~ ~ ~ t -._. x -. .'x ,,, - ~ , , , ~ , ~ s4~ ' I (THESE P~NS ARE AN /INSTRUMENT OF SERVICE//~ ~ / <--~ ff '~ ,~ ~/ / . .- / -' ~ ~- ~ ~ ~ />~ -~ ~ ~ ~ ~ ~ ~ '~ ~- ~ ~ ~ ~ ~ ~ ~ ', ,> , ',~ ~ - ' - . ~* ~ '- / / = ~' N,' / /INFRINGEMENTSWlLLBE/I~ ~ . ~ .... ~ ~ - - ~ ~ ~. ...... ~ ~ ~ ~_~ '- ~ ~ ~ ~ ~ ~ ~ ~ ~ / x ,. , _ , x .... ~ ~ ' ~ ~PROSECUTED )~ . / r~ 0 ~ / / / / - . / --~3 ~ ~ ~ ~ /'7~ ~ ~ ~ ~ ~ ~ ¢ '~ ~ ~ ~ ~ ~ ~ ~ ~~4~ - '. , 'x x N .. N X . N 'x .~ ~ ~ ~- , / PROPE~T~ LINE ~ ~ ~N ~'- / / ,.'~ /'/'/~ / ,. / / . . ~ :.6 -. ~ ~~ ~ ~ ~ ~ ~'~ ~/~ / / / I ~ I ~ ,/ / / / / P~OP~T~ LINE T - '~ ~, DATE ~a~/o~ D~WN BY / ,/' , , ~ . -, ., ' ~',, '~: v' '~ , ' SCALE ~5 NOTED CHECKED BY : , / / / ..... -' ,~ -- -- - ~ ~ ~'~ ' PROJECT ObAE-O014~ SHEET 4 OF 9 " ' x N Nxxx j ~ ,., ~./ . ,'" ~ D~WINGNO. PROPOSED GRADING SITE PLAN ~'-'-"' -" C 03 -% o,> · NOTES x / / rD ~ m / , BROUGHT TO TNE SITE, · x ~--~.? ~ 1,8"~ S.C,W.A. PUSUG WATER IS AVAILABLE IN DUCK POND ROAD & A SERVICE TAP WILL BE HI~HLINE OFhiAT~z_~AP=~7-eF_.~Txx, g'©,// / / ~_"~ ~' ~v~ // / 2.eXISTING WELL #1 ON THIS PROPERTY 15 TO BE USED FOR IRRIGATION PURPOSES ONLY. '%/' / / , ' EXISTING WELL #2 ON THIS PROPERTY IS TO NOT BE USED FOR ANY POTABLE SERVICES. ,,/' / ' ~ / / 3.EXISTING SANITARY STRUCTURES ARE TO BE SAMPLED AND TESTED IN ACCORDANCE WITH / _-' ~ / / SANITARY STRUCTURE SCHEDULE (REFERENCING B-4, THE ELEVATION OF HIGHEST EXPECTED GROUNDWATER IS EL 3.2) SCDHS REGULATIONS. / / , ~, / / / STRUCTURE No. RIM EL iNV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH ./ ,/ ~ , ~v / ~ , 4.STORMWATER DESIGN BASED ON 2" RAINFALL· · ,~ ~ / STORM CALLOUTS (TYP). SMH1 21.00 16.97 16.87 18-87 ST1 18.75 16.60 XOVR ST 5 1R-~0 ST2 18.75 16.60 XOVR ST 4 18.30 - ST3 18.75 XOVR ST 3 16.25 10.75 - ST4 18.75 XOVR ST 4 16.25 18.30 - ST5 18.50 18.50 18.50 18.50 - SMH2 18.50 18.50 18.5,0 18.50 - LP1 18.10 15.65 - 5.60 10.00 LP2 18.10 15.65 -- 5.60 10.00 LP3 18..4-0 15.65 - 5.90 10.00 LP4 18.40 15.65 - 5.90 10.00 0LP2 18.75 15.85 15.75 6.25 10.00 LP5 11].50 15.65 6.00 10.00 LP6 18.50 15.65 - 6.00 10.00 LP7 18.90 15,65 - 6,4-0 10.00 LP8 18.90 15.65 6.40 ~0.00 DLP5 18.75 18,75 18.75 6,25 10.00 LP9 18.50 1 &50 - 6.00 10.00 LPIO 18.90 18.50 - 6.4,0 10.~0 'LP12 18.50 18.90 6.00 10.00 / ~- 5.SEE DWO. C-05. C-06 FOR ALL SAN & ,4, / / / . ~/// / // -~ ~ , __ ~'~'J~ LEACHII ',, x , ~ \ \~ _ - "-- ', (~) (~) PROPOSED 5ANITAf~¥ ~R.EASE Tf~AP lO' PlA 4 , ,~i. ~ "~. REFUSE" RECEPTACLE ' N ~ N~E,~ \ \ \ ~ \ 5ANITAf~"¢ LEACHIN~ POOL -'" / / ~ ~. STATION ~ ~ ,. \ EXISTING (TYP)~.~ ~z~-42 ~'... \, \ , iNSTALLED BY KREIGER WELL & PUMP PAD ", \ \ .... ' '" <>' ~ EL ~ ~ \ACCES~ \ '\ ~" ", cw " '"" \\ 4, GO. RETE\, \\ \ \ X ~A~¢T_: / ~' ~.T/AP- S N ST'~ eet \ ',, / -'% ~ - / (T/YP).PREGAST SAN lEACHING PI~ )!.~O , \ , , ,, x ', ¢\ \ \ \ \ \ \ \ \ \ & " '/ I/ ,3',,z'5. ~ ,~,'"- 1 WEST MOTEL.\8,'~'J~ 4 WATER030 SF TOWN '. %, FOR ERVlCE ~ I -: ¢' I PROPOSEDUTILITIES SITE PLAN ·" ' / 3 p, 2.o I / / 18:8'°fl [.REV J DATEm TOWN REVISIONS TOWN SUBMITTAL rD LEGAL & ENV. REVIEW DESCRIPTION MG MG BY JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 1174B TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1536 JOB ~ 08AE-001~6 lTEGIAcALONE CT$, P.C. LIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN INSTRUMENT OF AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED ' PROJECT S ANT O PJ-I',4I BEACH RESORT 3800 DUCK PO~qD ROA~) C1UTCHOGUE, NEW YOlk2 11935 ' DRAWING L..T J/ DATE Nm/os DRAWN BY SCALE A~ N©TED CHECKED BY H~ PROJECT O~A~-OOI4~ SHEET 5 OF 9 DRAWING NO. C-04 SANTORINI BEACH RESORT DRAINAGE DESIGN STORM CLEAN OUT (TYP) / ~ SAN (TYP) re ALL CUTLETS E/ONE MODEL DH152-95 DUPLEX SANITARY PUMP STATION~\,,¢ PC TO FIELD LOC EXISTING SANITAR CONNECT NEW 4~ BAN LINES 0 2.C I" I UNIT UNIT ROOF RIDGE~/ LINE (TYp) UNIT UNIT UNIT I' .__4" DIA. PVC ENCLOSED INSIDE COLUMN (TYP). DESIGN CRITERIA RUNOFF COEFFICIENT: ROOF 1.00 PROVIDE FOR 2" RAINFALL 12'¢ RINGS PROVIDE lo0.g C.F./V.F. DRAINAGE COMPUTATIONS RESTAURANT: (LP - 2,402 S.F. X 2/12 X 1.0 = 400.5 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LEACHING POOLS WITH S' DEPTH 1 X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED RESTAURANT: (LP - R2) 2,402 S.F. X 2/12 X 1.0 = 400.5 C.F. REQUIRED CAPACITY PROVIDE (1) 12'~ LEACHING POOLS WITH 5' DEPTH I X 5' X lO0.g ~ 504.5 C.F. STORAGE PROVIDED STORM CPP POOLS (TYP) WEST WING: ROOF AREA 1 (LP-W1) 2.320 S.F. X 2/12 X 1.0 = 586.7434 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ L.P. X 5' DEPTH X 100.9 C.F./V.F. -- 504.5 C.F. STORAGE PROVIDED ROOF AREA 2 (LP-W2) 2,500 S.F. X 2/12 X 1.0 = 416 C.F. REQUIRED CAPACITY PROVIDE (1) 12'~ L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.5 C.F. STORAGE PROVIDED ROOF AREA 5 (LP-WS) 3,624 S.F. X 2/12 X 1.0 = 604.0 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ L.P. X 6' DEPTH X 100.9 C.F./V.F. = 604.5 C.F. STORAGE PROVIDED EAST WING: ROOF AREA 1 (LP-E1) 2,200 S.F. X 2/12 X 1.0 = 566.7 C.F. REQUIRED STORAGE CAPACITY PROVIDE (1) 12'¢ L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.0 C.F~ STORAGE PROVIDED ROOF AREA 2 (LP-E2 & 2A) 5,~27 S.F. X 2/12 X 1.0 = 554.5 C.F. REQUIRED STORAGE CAPACITY PROVIDE (2) 12~ L.P. X 5' DEPTH X 100.9 C.F./V.F. = 1008.0 C.F. STORAGE PROVIDED ROOF AREA 5 (LP-ES) 5,100 S.F. X 2/12 X 1.0 = 516.7 C.F. REQUIRED STORAGE CAPACITY PROVIDE (1) 12'~ L.P. X 6' DEPTH X 100.9 C.F./V.F. = 605.4 C.F. STORAGE PROVIDED 21'-6" e STORM CPP 6"¢ ROOF DRAINAGE HEADER SAN FORCE MAIN FROM RESTAURANT. SEE THIS DWG. FOR CONTINUATION. pNIT 15 UNIT 14i~ J ROOF STORM -- I ~ DRAINAGE AREA 2 B S UNIT 125'-4" , PVC ORBS BAN SEWER e 1.0~ MIN. S S - 15'-2" s*s'-*", .DPE SD.B BAN FORCE MAIN TO SMHI STARTS AT THIS TEE, FROM EAST WING WG C-06 FOR CONTINUATION PROPOSED WEST WING SANITARY & STORMWATER DRAINAGE PLAN NOTE: NO BELOW GRADE STORM PIPE ON NORTH SIDE OF BUILDING. (TYP/ / MIN ,dF- 65'-1..~ HDPE DRS SAN 1~6RCE MAI~ TO FORCE MAIN BRANCH. SEE THIS OWG.& SITE PLAN FOR CONTINUATION. 12'~ PRECAST CONCRETE STORMWATER ~LEACHING POOL (TYP.) BEE DWD NO. C-07 Q PROPOSED RESTAURANT SANITARY & STORMWATER DRAINAGE PLAN LEARNING CENTER @ UTILITY PAD/WALL: ~LP-LC3 & LP-L=C4) AREA: 21,~12 s.r. 21,512 S.F. X 2/12 X 0,$ = 1,066 c,r. REQUIRED CAPACITY PROVIDE (2) 12'¢ LP x 6'-0" DEPTH x 100.9 C.F./V.F.= 605.4 C.F. TOTAL PROVIDED: 1,210.8 o.r. LEARNING CENTER: (LP-Cl & LC-2) ROOF AREA: 7,500 S.F. 7,500 S.F. X 2/12 X 1.0 = 1,250 C.F. REQUIRED CAPACITY PROVIDE (1) 12'~ LP x 7'-0" DEPTH x 100.9 C.F./V.F.= 706.3 C.F. PROVIDE (1) 12'¢ LP x 6'-0" DEPTH x 100.9 C.F./V.F.= 605.4 C.F. TOTAL PROVIDED: 1,511.7 C.F. CABANA: (LP-C1)DRAINAGE COMPUTATIONS ROOF AREA: 1,655 S.F. 1,655 S.F. X 2/12 X 1,0 = 272.5 C.E. REQUIRED CAPACITY PROVIDE (1) 12'~ LP x 3'-0" DEPTH x 100.9 C.F./V.F.= 507.2 C.F. STORAGE PROVIDED. ROADWAY TO LEARNING CENTER: {D1. D2. DS, D4) ROADWAY 9,407 S.F. x 2/12 x 1.0= 1,567.8 C.F. SIDEWALKS 1,040 S.F. x 2/12 x 1.0= 175.5 C.F. PERVIOUS 4,758 S.F. x 2/12 x 1.0= 157.9 C.F. 1,899.0 C.F. PROVIDE (4) 12'~ LP x 5' DEPTH 4 x 5' x 100.9= 2,016.0 C.F. STORAGE PROVIDED GRAVEL ROADWAY TO LEARNING CENTER TRANSFORMER: GRAVEL ROADWAY 2,065 S.F. x 2/12 x 0.4= 157.5 C.F. TURF SIDESLOPE 28,500 S.F. x 2/12 x 0.5= 1,425.0 C.F. PROVIDE (5) 12'¢ LP x 6' DEPTH 5 x 6' x 100.9= 1,816.2 C.F. STORAGE / 3 p.12.o9 / 2 p. l.O / 16'18'° LREV / DATE TOWN REVISIONS MG TOWN SUBMITTAL MG LEGAL & ENV. REVIEW MG DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1556 dOB ~ 08AE-00146 QIAOALONE DS, DG)'1ARcHITEcTS' P.C. 1 431 CONKLIN STREET J FARMINGDALE, NEW YORK 11735 ~)420-8383 FAX:(516)420-0195 PROVIDED "THESE PLANS ARE AN ~ ~ INSTRUMENT OF SERVICE/I ~ ~ ~ I AND ARE THE PROPERTY Il J~ jp_~m ~t~_~j j OF THE ARCHITECT Il J~ J~J ,~]J I INFRINGEMENTS WILL BE II I ,U& ! I ~PROSECUTED ~~ · PROJECT SANTORi-NI BEACH RESORT 3800 DUCK POND ROAZ) CUTCHOGUE, NEW YOR~-= 11935 ~EST hlOTEL ,~ PROPOSED 5ANITA~'T 4 5TORhlUATER DRAINAGE PLAN DATE ~/is/os AS NOTED PROJECT OSAE-OOIAb DRAWN BY MS CHECKED BY HD SHEET 60F 9 DRAWING NO. C-05 START HEADER SYSTEM WITH MIN. 2' OF COVER OVER PIPE STORM CPP 12'¢ PRECAST CONCRETE STORMWATER LEACHING POOL (TYP.) SEE DWG C-07 FOR DETAILS, AND SIZE. / STORM CPP LP-LC2 LP-LCl I 2 12' DIA STORM POOLS FIRST FLOOR TRAINING FIRST FLOOR CABANA 6" DIA. O (TYP) E WITH ARCHITEC1 JRAL DWGS. PLAN / 'N N 'X / /' /,]'<// ? CENTER PlAN UNIT 40 DIA. DOWNSPOUT ~(TYP) £ J 12', PRECAST CONCRETE STORMWATER LEACHING POOL (TYP.) SEE DWG C-07 FOR DETAILS, AND SIZE* f 6"¢ WATER. FOR SEE SITE TWO (2)12' DIA. 6' DEPTH STORM LEACHING POOLS RIM EL 22,80. SEE ~-SITE PLANS FOE EXACT LOCATION. 12' DIA. 6' DEPTH J/ STORM LEACHING POOL WITH SOLID COVER RIM EL 21,50. SEE SITE PLANS FOR EXACT LOCATION. START HEADER SYSTEM WITH 2' OF COVER OVER PIPE (TYP) D5'-6"~ PVC ROOF DRAINAGE HEADER 0 1.0% MIN. PITCH. ~ CONNECT DOWNSPOUTS TO ~ HEADER SYSTEM (TYP) '~.q~ ROOF RIDGE LINE (TYP) UNIT 48 UNIT 19'~" , STOR~OPP , i ST ST · 4"~ PVC ENCLOSED~I ROOF STORMWATER COLLECTION, INSIDE COLUMN PERIMETER GUTTER SYSTEM DRAINS TO HEADERS & ~lsAC.,.o POOLS (~P.) . 116 -6 · STORM CPP l 24 UNIT · 2& UNIT UNIT UNIT ~o L ROOF AREA (DRAINAOE) O TO FM SRANCF ~SEE DWG. C-Q i FOR CONTINUAl N. ~SS'-~,D; ~s~ S~ER FORCE 1 J[ r---',,l STORM CPP MIN. (ZY ( LP-EI ~..~12', PRECAST CONCRETE -. STORMWATER LEACHING POOL STRUCTURE SCHEDULE FOR E/OHE MODEL DH1S2-SS DUPLEX SANITARY PUMP STATION STORMWATER LEACHING POOL SEE DWG C-07 FOR PLANNH~r~ , TOWN REVISIONS MG TOWN SUBMITTAL MG iNV. REVIEV MG DESCRIPTION BY , JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651,252.1556 dOB ~ 08AE-00146 iZ GIACALONE rrEcTS, P.O. NKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN ] (~ -'~ INSTRUMENT OF SERVICE/I ~ ~ ~ I AND ARE THE PROPERTY/Ji.~ I~?- ~...I I OF THE ARCHITECT /I I~BB IB~I /~H~I I INFRINGEMENT8 WILL BE/I J._.~l~l.& 1 I PROSECUTED J~.-- ~ ' PROJECT SANTOR_INI BEACH R]ESORT 3800 DUCK POND ROAD CUTCHOGLTE, N~W YO~ 11935 "DRAWING EAST NOTEL, T[RAINING CENTER 4 CABAN/ $ANITAf~Y 4 5TORMUATER DF~AINAGE PLAN DATE ~,/16/o~ DRAWN BY H~ SCALE AS NOTED CHECKED BY HS PROJECT O~AE-OOI4~ SHEET 7 OF 9 DRAWING NO. FIRST FLOOR EAST WING PLAN ,' ..... , 4'-0' 5'-4" HEAVY DU~Y ROADWAY TYPE INLET FRAME & BICYCLE SAFE GRATE (CAMPBELL FOUNDRY CO. PATTERN #3406 OR APPROVED EQUAL) BRICK & M 0 RTAR xN ADJUSTMENT: STEPS I/' 1 '× 1 ' j/'~'_, . ,, OPENING-¢ al 2,-4,, 18 FILLED WITH GRAVEL SECTION A-A CATCH BASIN DETAILS NOT TO SCALE CLASS "A" CONCRETE 2' SUMP BELOW LOWEST INVERT TYPE A \% B"x 6"-10 WIRE MESH ELEVATIO] I GRADE ii 8" THICK POURED CONCRETE ii FOUNDATION WALL ON 1'4" x 8" DP. I POURED CONCRETE FOOING i 8" x 16" x 8" CONCRETE BLOCK WALL W/ DUB-O-WALL REINFORCING 0 EVERY OTHER STUCCO FINISH TO MATCH BUILDING AS PER PLANNING DEPT. RECOMMENDATION. 6" P. CONC. SLAB 4000 LB - 28 STRENGTH "' '' h 6"x6" 10 GAUGE WIRE MESH WITH $" COVER SIDEWALK. CURB AND PAVING NOTES: 1. CONCRETE FOR CURBS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. FOR DETAILED SPECIFICATIONS SEE ORDINANCE. 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. CONCRETE CURBS TO PAVING. ~(f5 REBAR CONTINUOUS, EXCEPT THROUGH EXPANSION JOINT 0 FUSE ENCLOSURE DETAILS PLAN ,'/ ,,/ ,- R/?/ MATCH EXISTING STANDARD STALLS "-4" WHITE STRIPING (TYP.) INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING WITH BLUE BACKGROUND & 3" WHITE BORDER OPTIONS 20' O" BITUMINOUS SEALER 6;'/REVEAL --4" BLUE STRIPING (TYP.) DIAGONAL STRIPING 4' O.C. EXISTING MAXIMUM SLOPE ON ALL PAVED SURFACES FOR STALL AND AISLE TO BE 1:50 CURE A MINIMUM OF 14 DAYS PRIOR TO 1-1/2" NYS TYPE 7 WEARING COURSE /~2-1/2" NYSDOT TYPE DENSE BINDER COURSE 4" GRANULAR BASE I SUBGRADE PARKING STALL DETAILS r NTB SUBGRADE AND BASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY NEW ROADWAY TO LEARNING CENTER ?NCRETE CURB AND ASPHALT PAVING DETAILS 4" CONCRETE PAVEMENT FINISHED GRADE 1~4" / FT (UNLESS OTHERWISE SHOWN) (PITCH AWAY FROM BUILDING) COMPACT SUBGRADE TO PROCTOR DENSITY 6x6 WELDED WIRE FABRIC VARIES CONCRETE WALK SECTION ALL CONCRETE FOR WALK SHALL BE 4000 PSI AFTER 28 DAYS 1/8" CONTRACTION JOINTS @ 5 FT. SPACING -- JOINT SEALER CONFORMING TO ASTM D 1850 OR FED. SPEC, EXPANSION JOINT 15 PREMOULDED EXPANSION JOINT Filler CONFORMING TO ASTM D1751 OR D1752 FT SPACING SIDEWALK RAMP WIDTH VARIABLE EDGE OF EXISTING~ SIDEWALK A VARIABLE ELEVATION OF RAMP ~12:1 SLOPE MAX. ~CONC. 51OEWALK SECTION A-A * SIDEWALK RAMPS SHALL BE 7" THICK CONCRETE REINFORCED WITH 6 x 6 10 GA. W.W.M. ALL CONCRETE RAMP SHALL BE 4000 PSI AFTER 28 DAYS CLEAN SAND & GRAVEL COllar%... 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH OF S' iNTO THIS STRATUM. THE EXCAVATION IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE MATERIAL PLACED UNDER THE SUPERVISION OF THE ENGINEER. 2. CONCRETE: 4000PSI @ 28 DAYS, WWF A82 & A185 REBAR: ASTM A165, GRADE 40 S. DRAIN PIPE TO BE AS CALLED FOR ON THE F;LANS. PROVIDE 2' MIN. COVER OVER PIPE. REINFORCED CONC, TOP SLAB (PRECAST)~% 24" DIA. cast IRON COVER ~--FLOCKHART ~68518 TYPE 6840 OR EQUAL 5'-0" MIN. ;~'~ 4' REd, FORCED PRECAST GROUND WATER~ fi-O" MIN. 2'-0' MAX. ADJUST WITH PRECAST COLLAR ,L STORMWATER LEACHING POOL DETAIL NOT TO SCALE - ~SOlO" O.C. m#4012" O.D. TY / - ~506" TYP. NOTE: CONCRETE PAD TO BE 15'-0"x SS". VERIFY LOCATION AND SIZE IN EEL[ WITH ENGINEER PRIOR TO INSTALLATION. PROVIDE CONTROL JOINTS SAWCUT AT 10 FT. O.D. ~NEW 6" STABILIZED SOIL BASE, COMPACTED NYSDOT TYPE 1011, OR APPROVED EQUAL ~---COMPACTED SUBGRADE NEW CONCRETE SLAB 4000 PSI O 28 DAYS LEAF DROP ~OD. ~ // DATE FRAME' LINE POST ~.~ ~ LATC H~ ~ TRUS~ ) %'~'~x ,' RODS TYP. RAIL 12'¢ LEACHING POOLS 4000 PSI CONCRETE ROOTINGS I J I' Y-6' I I I I I I J NOTE. ALL POSTS AND I lUl I LJ I ELEVATION STRUCTURAL MEMBERS SHALL FACE INWARD AND NOT BE EXPOSED TO NErGHBORING PROPERTIES, 9 FENCE DETAIL DRAINAGE STRUCTURE SCHEDULE STRUCTURE DePth LP-W2 5'-0" LP-E1 5'-0" LP-E2 5'-0" LP-ES 6'-0" LP-R1 5'-0" LP-LC2 6'-0" LP-D1 5'-0" LP-D2 5'-0" STRUCTURE R=RESTAURANT W=WEST MOTEL E=EAST MOTEL LC=LEARNING CENTER C=CABANA D=DRIVEWAY 10'--0" MAX LINE POST TRUSS ROD (TYP.) BRACE RAIL (TYP,) GRADE LINE GENERAL NOTES EXIST PAV'T SAW CUT PAV'T EDGE PROPOSED NEW 1.5" NYS TYPE 7 WEARING COURSE & 3" TYPE 3 BINDER %IN AREA DF REPAIR / PROPOSED NEW STONE BASE COURSE 1 2" APPLY UNCUT PAVING GRADE ASPHALT DEMENT TACK COAT iIWCUT SURFACES ' / / / / /eXlSTINS ASPHALT ~/~)URSES EXrSTING STONE BAR '". '~ APPLY PRIME COAT TO STONE BASE COURSE x~ SUBGRADE TO BE MECHANICALLY COMPACTED ~ TO 95% MAX. DENSITY. 1. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO THE START OF CONSTRUCTION FOB ALL WORK RELATED TO THIS CONTRACT. BASE PLANS ARE PLOTTED FROM FIELD SURVEY BY JOHN ERLERS. STANDARDS OF WORKMANSHIP AND MATERIAL FURNISHED SHALL CONFORM TO ONLY THE BEST GENERAL PRACTICE OBSERVED IN THE LATEST CONSTRUCTION WORK. PRIOR TO CONSTRUCTION START-UP, THE CONTRACTOR SHALL FURNISH ADEQUATE PROTECTION TO THE PUBLIC BY INSTALLING AND MONITORING SUITABLE WORKING SIGNS, FLAGS. LIGHTS, BARRICADES AND SIGNALMEN WHEN NECESSARY. KIND WITH NEW. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM PROPERTY OWNER BEFORE REMOVING ANY PRIVATELY OWNED EXISTING SITE FEATURES. ALL PRIVATELY OWNED ITEMS REMOVED DURING THE WORK SHALL BE REPLACED IN ASPHALTIC CONCRETE SHALL CONFORM TO A JOB MIX FORMULA APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF ANY ASPHALT MATERIAL. 7. BATCHING TICKETS SHALL ACCOMPANY DELIVERY TICKETS FOR ALL ASPHALT MATERIAL. INFORMATION ON PLANT BIN DESIGNATIONS AND GRADATION SHALL BE PRESENTED TO THE ENGINEER PRIOR TO DELIVERY OF ASPHALT MATERIALS. THE CONTRACTOR MUST CONFORM TO ALL APPLICABLE O.S.H.A. REGULATIONS, WHETHER OR NOT THESE REGULATIONS HAVE BEEN STATED IN THE CONTRACT. 9. THE CONTRACTOR SHALL PROTECT ALL WORK EXECUTED UNDER THIS CONTRACT FROM POSSIBLE DAMAGE FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT TO THE SATISFACTION OF THE OWNER, OF ANY MATERIAL, STRUCTURE OR PROPERTY ON OR ADJACENT TO THE SITE AND DAMAGED BY THEMSELVES OR THEIR EMPLOYEES. 10. EXCAVATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH NEW YORK STATE INDUSTRIAL CODE (RULE NO.) 25 AND INDUSTRIAL CODE PART (RULE NO.) 55. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY WORK RELATED TO THIS CONTRACT. ALL UTILITIES MUST BE PROTECTED AND MAINTAINED IN A CONDITION THAT IS SATISFACTORY TO EACH UTILITY COMPANY CONCERNED. JAMES, LASALA & ASSOCIATES, LLP ACCEPTS NO RESPONSIBILITY CONCERNING THE ACCURACY AND COMPLETENESS OF THE UTILITY LOCATIONS SHOWN IN THESE PLANS. 12. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE VEHICLE AND TRAFFIC LAW OF THE STATE OF NEW YORK IN REGARD TO THE SIZE AND WEIGHT OF VEHICLES. THE CONTRACTOR IS HEREBY NOTIFIED THAT NO VEHICLE IN EXCESS OF THE LIMITS SET BY THE VEHICLE AND TRAFFIC LAW WILL BE ALLOWED ON ANY PUBLIC ROAD. 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY 6 FT. CHAIN LINK SAFETY FENCE SURROUNDING ALL EXCAVATION AREAS, 14. CONTRACTOR SHALL OBTAIN ALL TOWN PERMITS REQUIRED BY THIS WORK. CONSTRUCTION NOTES: NEW ASPHALT SHALL BE PLACED LEVEL WITH ADJOINING SURFACES AND SLOPED TO PROVIDE POSITIVE SURFACE FLOW TO DRAINAGE INLETS OR IN THE INTENDED FLOW DIRECTION. NO LOCAL LOW POINTS WILL BE PERMITTED. ALL CASTINGS SHALL BE ADJUSTED TO MEET PROPOSED PAVEMENT ELEVATIONS. SAW CUT CONCRETE CURBS AND SIDEWALKS WHERE REMOVAL LIMITS DO NOT OCCUR AT AN EXPANSION JOINT. THE CONTRACTOR IS ALERTED TO THE PRESENCE OF OVERHEAD WIRES WITHIN THE PROJECT LIMITS. CAUTION AND CARE SHALL BE EXERCISED TO PROTECT WIRES AND POLES DURING THE THE PERFORMANCE OF WORK RELATED TO THE CONTRACT. NO TREE SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN PERMISSION OF THE TOWN ARBORIST. THE CONTRACTOR SHALL COORDINATE THE EXCAVATION, FINE GRADING AND ROLLING OPERATION TO ENSURE THAT AT THE END OF EACH DAY THE EXCAVATED ROAD AREA SHALL BE FINE GRADED AND ROLLED. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND SEEDING AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN DEWATERING PERMITS FROM THE NYSDEC FOR THOSE AREAS THAT REQUIRE DEWATERING. THE COST OF APPLYING FOR AND OBTAINING PERMITS AND PERFORMING WORK SHALL BE INCLUDED IN THE CONTRACTORS BID PRICE, THE CONTRACTOR SHALL SUBMIT DEWATERING SHOP DRAWINGS FOR THE ENGINEER'S APPROVAL. THE CONTRACTOR SHALL DEWATER AND PROVIDE SUITABLE BEDDING CONDITIONS. THE CONTRACTOR SHALL ACHIEVE COMPACTION AND OPTIMUM WATER CONTENT AS SPECIFIED. 10. BEFORE STARTING WORK, THE CONTRACTOR SHALL CHECK AND VERIFY GOVERNING DIMENSIONS AND ELEVATIONS AND APPROXIMATE LOCATIONS OF THE EXISTING STRUCTURES AFFECTED BY THE WORK. 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INTERFERENCES OR DISCREPENCIES IN THE DRAWINGS AND FIELD CONDITIONS. 12. ALL BURIED UTILITIES OR STRUCTURES, IF ANY, SHALL BE EXPOSED AND CAREFULLY LOCATED PRIOR TO ANY EXCAVATION. 13, CONCRETE SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMETNS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (LATEST EDITION). CONCRETE SHALL ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. 14. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. - ~=~='"~'. MAINTAIN A MINIMUM OF 1.5" COVER ON ALL REINFI~CJNG 5TEEb:''~ '; p L/'.,'¢, ¢i¢u , , .-,: 7D',J'f )~lE / ps.os [.REV / DATE TOWN REVISIONS MG TOWN SUBMITTAL MG TO LEGAL & ENV. REVIEW MG DESCRIPTION BY · JAMES, LASALA 8:: ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 dOB ~ 08AE-00146 GIAOALONE I ARCHri'ECT$, P.C. 431 CONKLIN STREET FARMINGDAL (TEL:(516)420- FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE/IT-~ ~ ~ I AND ARE THE ProPErTY m/E~E I~& ~m I Of THE ARCHITECT mlJ~m~I INFRInGeMENTSWILI BE ii I ii PROSECUTED PROJECT SANTORINI BEACH 3800 DUCK POND KOP~D CUTCHOGUE, NEW YORK 11935 DRAWING DATE ~/l~/OS DRAWN BY MS SCALE AC NOTED CHECKED BY HE~ PROJECT OSAB-OOl46 SHEET 8 OF 8 DRAWING NO. C-07 Y a NOTE;. EXISTING REFUSE-' RECEPTACLE AT LAUNDRY ROOM TO REMIAR ~ \ \ N / / / / / ,/ /x / / / / / / /I// // EROSION CONTROL MEASURES: , BALES SHALL BE PLACED AT THE TOE OF A *LOPE OR ON THB OONTODR 1. DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION / CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT - THE TRANSPORT OF SEDIMENT INTO/OUT OF WORK AREAS DRANAGE ///' &" ~AX ~ESH A. EXISTING VEGETA}ION TO REMAIN SHALL BE PROTECTED AND INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW YORK GUIDELINES EQUAL) SHALL BE I~STALLED PRIOR TO ANY GRADING WORK ~0 SEDIMENT BARRIERS SILT FENCES, HAY BALES OR APPROVED ~ ALONG THE LIMITS OF DISTURBANCES AND SHOULD BE MAINTAINED ~ ~,~ 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT ~ - STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE ~]b~ FENCE DETAIL DE~DIN~ DETAIL ' OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. 5. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE ~EASURE5 INCLUDE. BUT ARE NOT LIMITED TO, CLEANING OF SEDIMENT ANCHO~IN~ DETAIL BASINS ORTRAPS. CLEANING OR REPAIR OF SEDIMENT BARRIERS. [RAW BALE DIKE A SILT FENCE DETAIL 7. A STAB,LIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FRD~ BEING TRACKED ONTO REMAIN IR PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY // '" STABILIZED. AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL ~ ~ AS NECESSARyBECLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED ~ ~--III1~,. --~--x .... ~'xK~/~'~X~c~%*.~<~.%-'~~- .... - ......./% ~N~IEGRADESTOCKPILE ON FLAT GROUND SURFACE, AWAY FROM SLOPES ONLY. ""~'~% ~EYlSTIN6 :SPATE ''"/ l].--TO INCLUDEE TORSOIL, DEED A PROTECTIVE MULCH. SEDIMENT FILTER BAG TO BE COMPARABLE TO THE ~ N JMD BASIN BAG AS MANUFACTURED BY THE ', ~ JOHNSTON MOREHOUSE DICKEY COMPANY. BETHEL, PA SEDIMENT FILTER BAG WELL W 1: ~ ~ INSTALLED BY KREIGER WELL & PUMP ~-~4~ X % "' WELL W-2 V 1. THE CONTRACTOR SHALL PLACE THE "GEOTEXTILE MATERIAL" AS SHOWN IN THE DETAILS. ,, ',~x No. 558840 ~ ~% ~ '.3 x INSTALLED BY KREIGER WELL A PU~P 2. 7HE "GEOTEXTILE MATERIAL" SHALL BE TIED TO THE 6" 6" WAL~, ~, , X ' ~, ~ '~ 'x ", ', '~ X-~ ~o~ METES AND ~OUND$, ~ETLAN~5 AND PHYSLCAL , ~,,, , , , ',,, DEPTH/ ~ ~ "`% '% ,. oo~ CUTOHOgUE ~IM E¢ I '~ ~ ~ x.. x /~.. 55 T ~ SECTION, LOT * COVER ' ,, __E~I,~TiN®NHpLL N / REAL PROPERTY (#17.5) REPLACES THE /,/ // '%.. ~. \ I \ % ./' '. \ i ] ./ , ,/ ', : / i /i , /. , "'., ~' -".' -- ---- ~ -- --- ---- -- '..~ -- ~ X~____ ~ /' ,/~ ~j/ / k ', X ' ~' ~" / `% ,~ SEDIMENT FILTER BAG -- - / .... ~ ~ ~ ~ ¢ ~- - / % k k 'x ' / 'x INLETS / ~ r~" //' / / ' ¢ ~ ~, ~ ~ ~__ ~ ~ ~ - ' ~ ~ / ~ ' ' ' .,, / / / , / , .~_. ~ ~ ~ ~ ~ ~ ~ ~ a. ~ X / x ~ ~ / `% TEMPORARY DIVERSION ~(~ // , ;~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' . _, / / LINDOF~ILf FEHCE , x ,, ~ k ~ / ,. LINE 0 ' .,/ / > / / ~ k .~).~.~ ~'~ ~'~ ¢, / x ,. ,/ ., ,, ~ ~ .. U'- './' / .x.x x / / ~ ~s~ ~ ~ ~ ~ O~ ~ ~ ~~-~ ~ ~ ~ ~ ~i~--~ ~ ..... / -, ? ' ~ '~'~ '.~~ .... ~ ~ '.. / ."- ~'-: / " / ~_. ~,j~/ ~//////.-././..-/.... /"~ ."' -. LAND NO~ ~/' / / / / / ~/:/ /~/5~ / .' ~. ', ~ .... ,...~. " " E 0SI0 & SBBIME T C0 IROL SITE pLANNiNG / 3 li.12.09 kREV / DATE TOWN REVISIONS MG TOWN SUBMITTAL MG TO LEGAL & ENV. REVIEW MG DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP 15 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1556 JOB ~ 08AE-00146 GIACALONE I ARCHITECTS, P.C. 1431 CONKLIN STREET I FARMING FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN '~/" ~ INSTRUMENT OF SERVICE/I"ITM~ ~ I AND ARE THE PROPERTY /tl~ I~-~, ~l I OF THE ARCHITECT /I IBSo iDOl ~uooi I INFRINGEMENTS WIIL BE II I ,~.~l.& · I PROSECUTED J( ~ r PROJECT SANTORINI BEACH 3800 DUCK POND ROA2) CUTCtlOGUE, NEW YORK 11935 · DRAWING E I~E:O~ I O1'./ ~ 5EDIP1ENT CONTI~OL PLAN 4 DETAIL$ DATE e/l~/Oe DRAWN BY M~ SCALE AS NOTED CHECKED BY H~ ~PROJECT O~AE-OOI~ SHEET 9 OF 9 DRAWING NO. C ~l 0 8 ,- y NOTE: EXISTING; SITE LIGHTING ,.- ~0b TO BE REMOVED. 43 ¸,% ELECTRICAL site / / / ,/ X \ LIGHTING PLAN N PLA' N ISTiN® ~OCC[ E~ALL ~KISTIN~ EXISTING -- E~<ISTIN® POOl= EC~LJIPMENT ~OOPI/'TO]LETS RNTS SERIES ENGINEERING DATA Maximum EPA · Square Feet WALL MOUNT WALL PLATE WALL MDUNT STYLE SPECIRCATIONS PRO 'N EXISTIN® T~EE LINE ('TYP) LUMINAIRE SCHEDULE I # of Type Symbol Manufacturer / Catalog # Description Lamp Description LLF Type Pole Mounted, 14'0" Above Grade. (~ U.S. ARCHITECTURAL Type IV Horizontal Segmented Reflector. 150 Watt ED17 Clear D4 LIGHTING Single Luminaire Pole. Pulse Start Metal Halide 0.77 8 Tot. DSCP1-HR-IV-150PSMH/ orient as Shown in Plan. XPK-RNTS144-11-CTBS 12,600 Initial Lumens Pole Mounted, 14'0" Above Grade. C> U,S. ARCHITECTURAL Type II Horizontal Segmented Reflector. 150 Watt ED17 Clear D2 LIGHTING Single Luminaire Pole. Pulse Start Metal Halide 0.77 8 Tot. L~ DSCP1-HR-II-150PSMH Orient as Shown in Plan. XPK-RNTS144-11-CTBS 12,600 Initial Lumens Light Center At 3'0" Above Grade. U.S. ARCHITECTURAL Clear Acrylic Fresnel Lens. 70 Watt ED17 Clear B ~?.~ LIGHTING Cast Aluminum Ring. Metal Halide 0.72 12 Tot. BDAR5-FR-70MH 5,400 Initial Lumens APPROVED BY p' ~,~. "":"~. ~OA~D DAi C~ lO TOWN REVISIONS MG 1 TOWN SUBMITTAL MG REViE~A MG DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.252.1536 JOB ~ 08AE-00148 iTEGIACALONE CTS, P.C. LIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITE LL BE INFRINGEMENTS PROSECUTED · PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORI~ 11935 ' DRAWING DATE ~/1~/o~ DRAWN BY H~ SCALE A5 NOTED CHECKED BY H~ PROJECT OSAE-OOl4¢ SHEET OF DRAWING NO. C-09