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HomeMy WebLinkAbout1000-125.-4-24.23 51TE PLAN BASED 51TE DATA: ON SURVEY BY: OWNER: LAUREL LINKS, LTD. WELL5 ROAD 1" ,F sal • m 2all �`d YOUNG IE YOUNG, LAND SURVEYORS SGTM No.. 1000-125-04-24.23 m +' a 8yo O OSTRANDER AVENUE SITE AREA, 6(138,132.00 5G.FT. (154.1 ACRES) 4��x„ e VERHEAD, NEW YORK 11901 ZONE. A-G (AGRIGULTURAL CONSERVATION) I 'I%�N7s 1 RE51DENCE AND GOLF COURSE I''")�.I/vl^I'9'' '• ° = L^(51 ) 121-2303 1� 4 - b NO SURFACE WATERS WITHIN6WMZ: IV III 300 FEET OF PROPERTY LINE HATER a v DATUM,SUPPLY: N5VD (MEL 1929) F O -� 4A, wrwvtimrn n.en' - F _2 o NO OFLLS PR PROPEN 150RTY LI FEET 0 -' EXISTING &11LDING AREA = 19,39 .4.00 5G •� "� Ik k� WITHIN ZONE (A-G), ';� i;lf GREY AVENUE 2.84% LOT C.OVERAOE u "I WORK I "- PROPOSED BUILDING 24,394,00 5G,FT. t= AREA WITHIN ZONE (A-G). '� jP`:: H" "' S S S S 3 0 3.5'7% LOT COVERAGE N� N N o OtNAsaa SANITARY YELP GALGULATION5 BA5ED ON: TEST HOLE DATA 51B'42'40'E 24502' (LAND THAT WILL NOT BE USED FOR AGRICULTURE,GOLF COURSE OR ,R w,Eog�3Y �, R:TAIL & �, � .�',., 4,,�, - • '. r s 50'40'o0„E m = ,ly+i !�;� RECREATIONAL TURF AND WETLANDS OR WATER SURFACES) 4, o-' u O LLLLLLLLLL hz uLL ON NIS I6,2001 TLLL LLLLLL 513.4550" O 518'31'50"E 66041' ,yo y�+ Ltt" LLLLL LLL ry LLLL"" LLL` LOCATION MAP: LLL L•LCRIi.LLI-LLLLL LLLLLLLLLLLL LLLL y EL.B4A' O O O ry N N ry LLL LLLLLLLLLLLL L LLLLLL LLLLLLLLLLL 512'34'00- LLLLLLLLLLLLLL LL V O' LLLL LLLL LLLLLLLLL LLLLLL 773.4 2N L LeLFLeettLLLI. I��LLLLL' tLLLLLLLLLLL`LLL4LL �E LFLLL LLLLLLLL LLL AREA NITROGEN FREE /WATER FREE AREAS) e D - Ng,Sia,Er _LLL LLLLLLLLLLLLL _ L,,L�L�L.y.L� 2' LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLL LOAM NOT TO SCALE > `� ti g " � o IM{MRY DFPLY r 'la'�,=c LLLLLLLLLLLLLLL L LLLLLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL`LLLLLLLLLL LLLLLLLLLL LLLL L LLLLLLLLLL LLLL SITE AREA - (PRIMARY PLAY AREA + NON-PLAY GREEN SPACE + �'33'9 (� -0' o� G LLL LLLLLLLLLLL LLLLLLLLLLLL LLLLLLL L L ♦�� WATER C,1, ACG \ r�'•" LLLLLLLLLLLLLLL LLLL LLLLLLL LLL LL WETLANDS + WATER NmFASE5) ER0Y11lAAYEY w LLLLLLLLLLLLLL LLL L I LL EL.31.9' ILMI raj d LLLLLLLLL o LLL LL AREA(NITROGEN FREE) _ 1p' a1 ❑ AE:RE Ae LLLLLLLLLLLL °° °° © LLL °a o LLL 'LLLLL b,T38,132A0 S.F. -(4,024,300.00 SF. + 275502.36 S.F. +28,241.44 Q LLLL LLLLLL e, n LLL .LLLLLLL L F ` LLL LLL Oa O8' LLL L L LL S.F. + 56,412.70 SFJ 1L \1 LLLL LLL aQ OO n LLLL L LLLL'LL ° L L AREA NITR06EN FREE) LLLL REruL LLLLLL LLLLLL LL NO WELL5 WITHIN 150' 6,738,732.00 S.F. -4,304,956.40 5F. USE Q I A LLLLL - LL OF PROPERTY U ON. AREA NITROGEN FREE /WATER FREE) = 2,30,315.1 S.F.(53.43 AC) PALE BRGtN LLL ® EXISTING NATIVE AREA LL F11E To L E% 2'WTRLL LLL NO SURFACE WATER LLL LLLL` DRAINAGE OR WET ANDS, ttP1 LLL AE.cAa wsN LL (7VERFLOWFILL LLLL N Q `L AREA LLLLLLLL LLLLL LLLL LLL 518'25'10'E LLLLL LLLLLLLLL LLLLLLLL LLL R=90A0' G LLLLLL LL LL93578' LLLL LLLLL LLLL L L L�2te+_Lr�L`LctL+L L �L-,LLLLLL-LLLL LL F11T9 ry #iLLLL LLLL 29SO' LLLL LLLL LLLLLLLLLBAXir1C �LLLIZLLL'LLLbLt4L LLL L LLLLLL P L-iLVerLL L LLL LL LLLLLLLLLLLL"'LLL LC GlLLLLLLLLLLLLLL LLLLL LL LLL L LLL LLLLLLL LLLLL- L LLLLLLLLLLL L LLL LL L LLLLL L ILL LLILLLLLLLLtLI LLLLLLLLLLLLLLL LLLL •(• ro WA,7ER EtLaM1['R® 1f5�IrAL N •534Ou LLLLL LLLLLLLLLL LL "'�-4LLLLLLLLLL�LLLLL D 00 23762' DRAINAGE LL` LLLLLLLLL ` L LL a, LLLL L` LLLLLLLLLLL $ THE LNLEKSIGNnD,PLIkSUANI1 TO SOUTHOLDTOWIN CODE SECTION _ OVERFLOW u LL LL pgm AI L=25.06' LLLL LLLLL g �q 100-254(1),ACKNOWLEDGES THAT THE CONIDTTIONS OF THE SITE PLAN D pgl LL 0 5 'q0 W AREA LL 7 PROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED 2LL���� ryk LLLLLLL L � / /20 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). Q - R 25.00 R=25 CO * LL \0 • . + LLLLLLLLLL LL � b LLL L=39.23 L=2BA4' '$• h^\ 3• .. "1 _ 47. LLLL `LLLLLLLLLLL 8LII4� L PLEASE PRINT NAME J0�111 �fAFF U (•(� : R=90,00' L=3 L• 1, 'f` • L`LL LLLLLLLLLLLLLLLLL W L VILAM L=174.06' L� `> `LFLLFLL `LLLLLLLLLLLLLL`L`LLLL 'A LL `,,� m FROM YARD `b' LLLLLL LLLLLLLLLLLLLL ' LLL rqJZED� ATURETITLE� DATE dJ 5EIBALK = 60W' L LLLLL LLL LLL LLLLLLLLLLLL `LL y LL LL-L L LLLL LLLLL LLLL- L LLLL C „ LL LLLL L FL L LFLLLLLLLtLL LL °-1 APPROVED BY W N N L !nm L -LtLLLL L LLLLLLLLLLLL L LLL C LLLLLLL LLLLLLLLLLLLLL m TOWN OF 1TFHOLD PLANNING BOARD f- LLLL L LL LL LL A� -, pO `LL LLLLL LLLLLLLLLLLLLLL L �y ~1i( 1\1 LLLLLLL L � ( .l� LLLLLLLLLL ,�\ L VVV �Y /1 m LLL 5�6, "LLLLLLLL LL LLL 3�Sx LLLL LLLL b, ', LL y CHAIRPERSON SIGNATURE DATE m ,�- LLLLLLL W 3 fan FX15TIN6 L LLL i+#f+ LLLLLLL D w ` IRR16ATION® L LLL LLLLLLLL LL�• NOTE:The approved site development plan shall be valid forapedod of eighteen(18) X Z / f WELL No.I LLL a LLL OUT PARCEL OF 'LAUREL LINKS' LLLLLLLL $ months from the date of approval as per code section 100-2a5. NTT FOR �+ LLL LLLL L S O LL LLL LLLL LLLLLLLL LLLLL L > N POTABLE rF) LLLLLL ; f LOTS, ROAIDS AND OPEN SPACE .'f'« L L L O LLLLL Q + `LLLLLLLLL LLLLLLLLLLLL LL L L LL THE NYSDEG FRESHWATER IWE'fLAND O $ +`#`vf+ t `LLLLLLLLLLLLLLLLLLLLL ` d AREA = 40.3514 ACRES ;+,+, L L \ N A LLLL « m L`L""`LLLLLLLLL` • LLLL BOUNDARY IS EQUAL TO THIS 100'SETBACK lL 2 A l LLLL + « « LLL LL «+f«"f+� + ''4ib+«+ \LLLL ON SITE PLAN PREPARED BY YOWL 4 Q rO rn LL v f f + w f + L YOUNG, LAST REVISED FEBIRUARY I,2000 LLL LLLLL f`*- ` ' `+'#` y' LLL LULL 'e A5 VERIFIED BY S. LORENGE AND D. RADKE N N WYW L LLLLL LL +«#♦ + + O LL"LL`L"LLLLL`L` L`L LLLLLL NO ,y� �-r.,t��pGa +f;+v +«++ LLL L LL L Lk L L L LLLL ON NOV$4BER 4,z000. 5GDN5 APPROVAL AREA N\B LLL LL`L LLL f + EX. L LLLLL LLLLLLLLLLLLLCrLLLL`L L LLL LLL p•7. '� LLLLL LLL f ',Qi + + « �' (, O + ILL,LLLLLLLLL LLLLLLLLLLLLLLL LLLLLLL LLLLI ^y LLLLL LLL f Rt i + v LLLL LL LLLL L LL LL L L SAOIVI51(Md LLLL LLL f + + .. VLREL LINKS' �+� LLLL + LLLL ° �ff + + s 'o * NI135' 0'W oEtN SPACE Pict e' ';n$. � LLLL LL �f`+`+'f .3511\ h+}+ 14879 NO SURFACE WATERS WITHIN rT 300 FEET OF PROPERTY LINE ARE1:0.741D AL • + "VI (F•t-:I F BUILDING TABLE IXfi'VAWNr LL B LLLLL '' 61'p' $n No, EUILDIN6 TYPE BUILDING USE HEIGHT AREA wFFWaKEacARLIx ✓3 �LLLAREAOFWORK EX.� 'v NO WELLS WITHIN 15x7 FEET CI AID WF.GPRLIN SPOP D LL 'y 0 - 5EE PARTW. FIE{ER+ LLLL �W � � �' OF PROPERTY LINE A Ex.CLUBHOUSE A55EMBLY AE,RENDBeE \340°E /LL LL 517E PLAN +�« L " 6255 SOFT. ER: 'N'M."N+ B EX.DART 5TORAGE 5TORA6E - 5,I715G.FT. NEW gbpl• $fi (5HffT2J O Y � LL "' / - q0� G EX. POOL HWSE A55EMBLY i 1,24b SOFT. `°y \ - --- D EX. MAINEENANGE t PUMP HOUSE STORAGE 4,204 Yi Fi +t�� L + LLL L •\ ---------- ---------= E EX. HALFWAY HOU5E COMFORT 5TATION - 53b SG FT. r w REAV150 OF Wail-UW5' [1 _ OPEN SPADE PARCEL d \ LLLL L LLLL ________________________ _ F EX.SUPERINTENDENTS HOUSE RESIDENTIAL - 1,978 SG.FT.AREA=15320w / LLL LLLL LL LL uY:VA!✓Y ✓ 520 " 51 , ,23,E- -_-__ __ G PROPOSED MAINIBIANGE ADDITION OFFIGFfiiTORAEf - Sp0050.F(. SO 073493 Pro IRRIGATION r(, YELL No.I YROMSyM OF lALREL LINKS' R42.29'/ _ 60IF UA%MAMIEANLE P/RGEt \ LL N3 • ---_ _ _--__-=-_-= SURFACE/AREA LEGEND: ARFA:23i53 AL ' LLL DYABLE USFJ / ------------------- / JEFFREY T. BUTLER, P.E. 6dE Gg1R5ENUNIANDE `LLLL f+ts .\ OB 6' • ' .T2'_�____________________ AREA OF SITE. Q D FfldP1EM\iGRAGf AREA LLLL + I n�l�•4\ ______________________________ 6,"730,'132.00 SC7.FT. (154.1 AO) _ __ _ Sgb'II'40"E L +`Aon T 0 M1 ________ EX.2"WTR 68.70' EXISTING DRAINAGE 4, � ____- 518'04'40"E Q) OVERFLOW AREA I v -______- X520°00'20°E OUT PARCEL C LLL � 130.21' 100.31' � AREA AS INDICATED � NO WELL5 WITHIN 150' bL I LL �2x, R , N P°� LLLL 539.46'10"W V LLLL OUT PARCEL OF LAUREL LINKS \�^ 321,0' EX15TINO O 4 OF PROPERTY LLLLLL R: 9 P-' LLL PRIMARY PLAY AREA U) Ul �/ }- y� LLLL Asz' / OPEN SPACE AREA = L LLLL 529'04'40"W (92.5 AG) O UL m NI9°44'40% 265.74' 1660' 4 29 00.00 SOFT. Q LLLLLLLL 12 L= 3554' LLLL LLLLL P + + "" s " 30rAD•E � 20.0913 ACRES om O / 21 LLL • . `LLLL EXISTING WOODED AREA I m N Z W '/ LLLL L 535.65 ✓ L° LL LL LLLL _ LLLLLLLLLLLLLLL L=29556' R=63150 466, L LLLL LLLL LL` LLLLLLLLLLLLLLLL R=0`12'50 \qeB LLLLLLI LLLL u LLLLLE ITT ACRES • r J m \ LLL L LLLLLLL . LLLLLLLL LLLLLL R- LLLLLLL LL LLLLLLLLLLLLL L �_= (111,012.00 LLL LLLLL s sG. Fra LLLLLL \ LLLL LLLLL L LLLLLLL L'Y= uLiCCCLLLCCC " r7 . U d) ` v O Z O LLL LL LL LLLLL O T Fey "J S I®I Iv V L EXI5TING NATIVE AREA 'd- aFNEW YORK C11Y ya vE `E L LL LLLLL \ P L�� e� z6.z3 AG REs O Q O Q L (1521683.8 50. FT) I Q a &LONG 15 MV7 VolLLLLLLLLL S LL EXI5T1N6 WATER 5URFAGE5 O q LLLL, 1.31 ACRES Z a (() LX Z 800-212-44501 V \ EXI5TIN6 NATIVE AREA EXISTING NATIVE AREA LLLL ® (56,912.70 50. FT) PO (NO SURFACE HATER NO SURFACE WATER EL z z J O www.dl nem cll.mm L 17R WETLANDS,ttP) EXISTING NATIVE AREA : LLL EXISTING '� g Y L (LLLL NON PLAY GREEN SPACE < V L NO SURFACE WATER OR WETLANDS, TYP) iLLLLLLL 'J or L LL OR WETLANDS,TYP) LLL LLLLLL = 6 33 ACRES J � # O T' www.cB11811.com LL LL LLLLL LLL �p {ILY.J m (for other states) `LLLLLLLLL L LL LLLLLL LLL LLLLILLL LLL`cgL, p� - - O IblSE FARM L`L `fn (215,5023650 FT)' J LL O L ui+.i+_LI. LL LLL LL LLL L L EXISTING WETLAND5 = 0.648 ACRES /� (- Bylaw,aXcavalare and contractors working In the LLLLLLkuL LL L W ` '� 515E YARD 5ET13AGK L L ILL LLL LL LL ---- --_- (LOCATED IN 'OUT PARCEL OF LAUREL LINK57 t••t O L L -!� B' NB'2OY L L LL LL LL .�,-0_= L L LLLL ILL L LLL LLL five boroughs of New York C1ry efM Nassau entl 57'10' AE. USE IEE, LLLLLLLLLLLLLLL LLLLLLL LLLLL Q Suffolk Counties on Long Island must contact \ N2 • R610EIrtIA1 PESIOEW10. """""` LLLL LL LLLLL (2B,24L94 50. FTJ J U O O O IsSrOxP1 RFAPECTIN TAE: L LLLLLLLLLLLLLLLL p LLL L L LLLLLL ^ I1 q IEE' v'E' 1FE' 15E: 20Bb1' NI9' '20"W INI9'44'20"W 265.37 DELMAR DR. V/ Y�- ,�I U R610EMIM R&OEMIAL ISE: , : AE' REAOBITIAI 299.4-0 O OigNeL 1-800-272-0480 or 811,et least 48 hour Na I 1 p F'�1 Et8LJ RES;G TIAL RE51015ft RESDENrIA1 RE510ENIW. RESIOwn FaVE MAL IK,t.RESID&Wnn �yp�,LL EXIST. PARKING AREA p but no mora than 10 working days(excluding \ 'N 15E AE510@19A1 15E:�'IOEIiIAl 15E:R�DENaAl USE:R.==IOBlipl L�1 i l::3 V 1-� �`I 99A34.00 5U.FT. (227 AG) z W weekends and legal holidays)prior to beginning r� ^ 1"•� I J any mechanized digging or excavation work to \ _ DELMAR DR, 0 L__( CD I-J EP 177,777 P Ey enshre underground line are marked. m ~ Excavators and contractors can also submit - - - - _ µ IIIA G O a locate requests online,through ITIC.If you do not DELMAR DR. caferecurrently use ITIC,please cell 6800-52u do n SYMBOL KEY g 11(i� fi YIh for more information. _ ® = CATCH BASIN )'�' = LIGHT POST NO SURFACE HATERS WITHIN NO WELLS WITHIN 150 FEET CEL oa = GAS VALVE = MONUMENT For safety reasons, homaownere are strongly _ p ,[� encouraged to call as well when planning any 300 FEET OF PROPERTY LINE P PROPERTY LINE _ = WATER VALVE 'P V \� • B type of digging on their property.Homeowners KEY PLAN 0 = STAKE = MANHOLE COVER = HYDRANT can contact us diredly at 1-800-272-0480 or by { telling 811,the natlonal call before you dig LO, = UTILITY POLE 9 SPECIAL LINES number. For excavation work completed on personal property,it Is the contractor's IS responsibility-NOT the homeowner's-to contact 200 100 0 200 400 600 600 IOOO = OVERHEAD WIRES DlgNet. Having utility lines marked prior m 6RAPHI656ALE " = 200'-0" = CONC, CURB Y digging Is free of charge , o 0 I 3 V! mail NOTES: DRAINA6E CALCULATIONS I, ALL CONCRETE CURBING,SIDEWALKS,AND 30ARP SE AREA OF PROPOSED BLDG. 5,000 W.FT :BLVESTONEPROPOSED SANITARY YIELD CALCUll I (s I A ry STRUCTURES SHALL CONFORM TO PLANNING BOARD STANDARD (I^/ s www.tllpnemycll.00m "' 'AyPHN.^C4NCRETE_TYPE 6 DETAILS AND SPECIFICATIONS. 5POO U5E II 10'0�I.EAGHING POOLS AT 13'EFf DEPM I / Yn///��7 O�N�WY L�1Y&�� �.].�ro www oalleif.wm 'ASPHALT BASE ca1R5E' GROUNDWATER MANAGEMENT ZONE IV f III+� ¢' +� � 0 2.TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 V I v Not f NI 4 HOURS IN ADVANCE OF ALL CONSTRUCTION. PROVIDED+ 889.46 wFT.VOL. - 800�2�2�'}180 8I o s (ror other stalael METHOD OF WATER SUPPLY - PUBLIC zvxvz. azo xerJ.c>ie:,TvxaxeTi / . 3.LOCATION AND GRADES FOR LURES AND WALKS TO BE S�OfE E ,w BASe �/ i / / 4 \ / ALLOWABLE SANITRY FLOW-600 GPD/ACRE n'nl,, ]'•" ,� a VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, DRAINAGE NOTES Sy law,excvvebn and ocmncton waMn In Msirve Far nfe na.oa,hameownen vnstr. 95%COMPACTION(STANDARD PROCTO \ \t� \' .h �,I;In•i,,,t ^ai�Fi l' :- g g N rely �/ 5.LD.P N.OR NY.5DO.T.PRIOR TO CONSTRUCTION. borough.of New York City and Nassau and Suffolk encouraged!to all as wall when planning any NPs of I. ALL STORM WATER PIPING TO BE b'g. SDR 3a. GOO GPD X 53.A3 ACRES = 32'.56 GPD 4.ALL TRAFFIC CONTROL DEVICES,Ie.SIGNALS,SIGNS,AND Coumla on Long bland must contact DlgNeq digging on their property.Homeamm an coniota 2. ALL INTCilCONNECT PIPING TO BE 15'm RLP OR GPP 1.500.2]24400.,enl,at I...t 48 hours hien.more than tlirectl at lag0-zn�4fio or g °SEE ( )] PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE CLA55 IX Y ley callin 011,the I SAN YIELD CALL.BASED ON., SHT 1 WITN THE GUIDELINES OF THE NEW YORK STATE MANUAL OF 10w.ddnpdays(ss.ludlnp weekentls aM]gal holkays) natl.nvlcallbabmy.udignumber.Foreacean PAVB•ENl'SECTION GRAVEL ROADWAY 3. ALL SANITARY PIPING TO BE 4"b BLUE BRUTE. pnorte beginning any maehonieed digging oreke watlon work eom rated on personal to PAVEMENT SECTION (MINIMUM THICKNESS (MINIMIM THICKNEs'.V I' '+,I•r T' 1'11IRI! F `� o UNIFORM SOUTH L CONTROL DEVICES AND AS DIRECTED BY HE p pe p M�'0 M M0 / COP 6 CLUBHOUSE. 204 STALLS O 15 6PD15TALL = 3060 GPD 4. ALL PIPING UNDER BUILDING SHALL BE work to ensure underground lines aro marked faowalm ocninctols mpoalblllN-NDTAe homaownels-to II � YYY TOWN CONTRACTORS D,DIVI510N OF TRAFFIC SAFETY, antl oontncl.n an abosubmk locate OOVR6E -$'BLUMTONE 2" N I 1 al f] F p CAST IRON,AAD I HALL REMAIN CASs IRON LEAVING THE ,.quash online, oontacl DIO dig Hrving ullllty onat mnkb pdorto ASPHALT CONCRETE I I/2" RESTAU P(RETAIL). AT 5F. 0 003 6PD/SF. = 16 GPD 5. VICES, YOUT PERFORMING ANY AND ALL TRAFFIC CONTROL BUILDING TO A DISTANCE OF 5'AWAY FROM BUILDING ihr.uph]TIC x you do not or mently as]TIC,plssss alf digging b ass m ahalpe. WEARING COURSE COMPACTED BASE COARSE RESTAURANT, 165 SEATS O 0 6PD/SEAT = 1650 GPD DEVICES,LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE pEWMETER. 1-500524dS03 nor mon Iniombtlon. (E%ISTIN6 BANK RUN OR 6" WORK SITE ! TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY,46 HOURS IN Y ASPHALT � 'ATE 2 1/2" OTHER SUITABLE MATERIAL.) GRT STORAGE BLDG: 5111 5F. III 6P0/5F. = 201 GPD I it o BINDER COURSE POOL HOUSE. '• Ii °, �. N " ' I ' S ADVANCE NE BEGINNING SUCH WORK ALONG A TOWN ROAD. I n h 11 �. m yn S 6.STOP LINE SIGHT DISTANCE SHALL BE STONE BLEND BASE 4" PINE GRADE SOIL BASE - SPA: 1248 S.F.0 030 6PD/S,F. = 314 GPD : �� I� ' P I MAINTAINED AT ALL INTERSECTION IN BATHING. 50 OCCUPANT5 0 5 GPD/OCG. a ACCORDANCE WITH AA5HTO REQUIREMENT5, '.\ BLUESTONE 4%V ER5 0 50 6PD/SHOWER 7.ANY SITE PLAN,ROADWAY IMPROVEMENT g �� DRIVEHAY/PARKINCG AREA CATERING. UP TO 34 O 5 GPD/GAFITA = 500 GPD 1 , t]$.+"I '14;81' o Iv REFERENCE PLAN,AND rnT EFOi HER ON EACH AND ALLC MITIGATION PLAN ^ I'u t e , _ N q /� PARKING FIELD 5EGTION PRROPP..MAINT B ADD 5.F 0 0A4 6pDF,.F. = 168 GPD Q ! -' ;, PLANS SUBMITTED A5 PART OF THE TOTAL PAVEMENT LMENT SEGTI ON , pv' "v _� - - 41 NOT TO SCALE STOR.AREA: 240089 S.F.0 0.04 6PD/5F = 96.04 GPD APPROVED SITE PLAN APPLICATION. NOT TO SG=E OFFICE AREA. 2366.44 5.F. 0 0.06 6PD/5F = 142.11 GPD '� `I. _s y :� 6 J� xI4Lurl 4 fr 5Uf'ERINTENDEMS RESIDENCE: 300'GPD = 300 GPD �ry ie +I -� 1 . "ellen U S � •� � _ - -- - ._ �_ � \ \ HALFWAY HOUSE(COMFORT STATION): \ - - - - - -� _ - - -- - 38 - - - \ \ 100 GOLFERS O 5 GPD/GOLFER = 500 GPD LOG�'cTl ON MAP: 4 "- "- "- !N n, - - - - \ \ \ \ a (40%OF 250 TOTAL GOLFERS/DAY) NOT TO SCALE P ry 6 - s '- r _ \ / TOTAL PROPOSED FLOW(DENSITY) = 1,IQ4.I5 GPD v \ .� 4/. \ \ \ \ J _ PARKING GALGULATIONS: \ - \ \ \ \ \ \ NOTE: THERE ARE NO PROPOSED CHANGES TO ANY EXISTING SANITARY MULTIPLE USE BUILDING, O PROP05ED P.G. \ \ \ SYSTEM RESIDING ON PROPERTY. OFFICE AREA,236&,44 50.FT, DRN6 PIPE I.E.3u6' RETAINING WALL, \ \ '6U51NES5'CLASSIFICATION E' NEW LOCATION FOR SEE DTL 114, DWS AIA \ \ COLD 5TIORA6E AREA,2400.&9 SOFT. T- •- \ PROP,4"STRM ��z EXISTING GREEN TO CONCRETE SLAB FOR TW , 36.5 DESIGN GALL. FOR STORAGE' CLA551FIGATION 5-2' Q DRN6 PIPE, BE REWORKS 16,071 GO ROL PROP 4' RM DRNG PPE, \ \\ \ \'.PITCH =Ye"/LIN FT MIN PITCH -1A"/LIN FT MIN PROPOSED \ \ - ` • ONS M \\ \ ROPOSED D ANITARTEM DESIGN FOR MAX.FLOOR AREA ALLOWANCES PER OCCUPANT. D� � '4/. . •IRR . . , - -�_ BW _ �.0-DRN6 ZIPS ..�'' � MAINTENANGE�&11 DI ADD]IDN; OFFICE AREA INGLLgES; U - \ \ OFFICE(15&288 5.F)0 100 S.P./PER50N = 16 PEOPLE 4409x EXISTING CONGRETE SLAB FOR \ 2400009rq S.F. GPD)S.F. = 96,04 GPD WAREHOUSE 2400089 5F 0 100 5-F/PERSON - 3 PEOPLE BW - 32.0' IRRIGATION CONTROL TO BE REMOVED \ OFFICE AREA, . . . .. . . . ...... ... ....'... ...... .. .... / PITCH 4Y4'1�LIe FT MIN \ \ \ _/ao - iOTAL COLO STORAGEAREA, OR BUILDING = 19 PEOPLE � .. .. .`!0. / 2368.44 S.F.0 0.06 6.P.DJS.F. 142.11 GPD PROP.4'5TRM DRNG PIPE, '.' \NQ PITCH =Y4"aIN FT ,}I,`I . . .... ........ .. ... . X99 .... . . ... .. ... ..�............. . . ........... . ..... ... . .... . . _ 5UBTL DISCHARGE = 23&.15 GPD . b Y. � fXbl6 PIAS J. . . ...... .'... .. ... ..PROPOSED.. .'.. . .. PROPOSED SEPTIC TANK. EXISTING ON SITE PARK CALCULATION. s3-5 .. ... . ..... . ..... . ..... .... .. . 39 325 EXISTING MEI IBER510 Y2 MEMBERS = 163 SPACES til .� if.51.10', MAINTENANCE BUILDING ADDITION - X 20' MIN (RET WALL) �1 \ 238,15 6PD x 2 = 416.3 6ALILONS REQUIRED I��� _ ES 111 REQUIRED. 185 SPACES \ . PROP. 22 EX 2 O.EL. 32.50' ... .... . . ... .. \ . . .. ...... ...... . ... ...... . .... . ... POOL: I DD GALL ........ , . � �.... 4033'. �. ' .. . . ... .... _ 5F REQ . /PROP. PROVIDE ...... . ..... . ... ... ... - D STORM DRAIN ....... ....... .. ... . . .... 3B x . 2 EXISTING QTY SLE? SVR\ . ... ... ... . . . . ............... .. .. . . ........... . . .... . .... . .. . ....., . IOM\ (BLl?G) B4 .SB. . I�, ` .... PROPOSED D6PD/1156Po H fm0 .3. OTT \ . . �� . I 100 x 13 EFF. RLGD . . . ... .. . ......... . . ... ... . . .... '• a'5TRM RNG PIPE, OJ &ISP. PROVIDED��_ 159 EXISTINGPARKINGP RKI�IPACES 15 SUFFICIENT FOR REQUIRED O D 300 12 � U \ / DEPTH EX LAMP,PPST .• - F (PROPOSED MINIMUM GOMHERCIAL SANITARY 5Y5TEMU \ _. PARKING FOR PROP05EP MANI BUILDING ADDITION 10'(P SD / O ........... .... W.... aR SPIGKET d FENCE TBR EX WD TIE TBR O - WITHIN 20 OF . - • • , ...., EX. UTILITY BOX TBR ;....... EX .. .........i... ... . . . . O 2 � e pR�PIPE I.E.325\ O MIN.(RET g II j'' / OP \ \ &'� 2AEFF.�DEFT TANK DEPTH POOL ' MAINTAIN 5% GRADE Try'. .... .� ••:::::•::• O ] \ SRITARY SYSTEM � � . EL.94.9' O. SITE FLAN HIMED 51/IYEY BY, �/ 1'(1 ..........ii EX CONG. CURB TBR S2 T6Tb EX GONG.SLAB TBR C E SURVEYORS rn _ A ie .' 7a TRENGN DARN TBR.it t�, EX TRAILER TBR ; . MIN (E3�D6) .LP/ _ 400 05TRANDER r.1 PRIA- ... {; •" •• . ........... 0.. 323T3T:' 9• �/`tN �� . ) \ EL 33.9' law rales VERHEAD,NEWYORK 11901 W O \0 el ..RENGH DRN TBR,r;'.......; :: .. W .. .. as (516)121-2303 . .............:y..,.. :: EL.31.9' vMtr 73R 1 WEDGE OF.p �' ...... ' EX5D LP T8 RI. _ ' , 33 fM `� A • GONG.SLPB TBR �, ( . L- .. TEST HOLE FX EXIST-ASPHALT - : EX, A/G 300 L. Q In tP \' •" PAVEMENT TBR WASTE OIL TANK \\�POOL� DATA _ � w O P/G SLAB TO REM, \ ,A� \ -T\ 1 P IF EAU�TO A9 UNG a YOUNG BY _ O LI.1 C°A5^'Or alb,goal CL-�, Q- � l0 fo T O "+ q IO,x90H DR IOx90.H: x90& 3235 �L 3232 oe - "w X363 C" EXISTING - PROP. 2' ASPHALT PAVEMENT 3zT 3z z PC, RAMP 324 EX. MTR F •• PROP. POU ° D REINF GONG. O �- �0 \ \ EL.ITA' -na• J APRON FOR RHEAD DOORS X? - 34.5' = G G X G G NO WATER ENc01MTERm 0 "p� OFF t 3301 a N nl :X3234 '3 - rT, N1 h1 323 EX. 6A5 SERVICE LINE H- 8.2' g.2: TO REMAINPROP1�9 m 201 a• aW ' ft66' SED aOVERED BREEZEWAY, SHEET INDEX: ENGINEER: 3264 ' X� 31 TI X JOINING EXISTING AND PROPOSED S-1 517E PLAN Ap13� \ 3i91 5 MAINTENANCE BUILDINGS. 5-3 LIGHTING PLANS PROPOSED E PLANOF NEB y0 X PROPOSED WATER SERVICE A `'AR RY IS DME ANAN BUILDING DETAILS 9�- \ 48.HI' (I"0 COPPER PIPING) ELEVATIONS W W A-20 PROPOSED MAINTENANCE BUILDING- w ! w r_ w RIM 31.71 EXISTING 327 X FLOOR RAN _ X3166 MAINTENANCE BUILDING AND PUMP HOU5E O (0 •\ N EX, GRATE 3 TIT] F.EL. 32.50' �- EX. 2"1) WTR 5RVC TO EX. R Z SCOPE OF HORK: FOR ED. L.P. V'I DEVICE AT ROAD (TR) 1. INSTALL ER05ION CONTROL MIEACURES BEFORE pgOFESSlD�P \ I Z 6RADLIN5 WORK • 3 2.GRADE PER PROPOS®1AL SITR5,EXCAVATE, JEFFREY T. BUTLER, P.E X 361 STOCKPILE 501E PER PARTIAL 517E PLAN 32 Bl v 3216 I 3. INSTALL PROPOSED RETAINM6 WALL,BUILDING 32 J3 FOOTING,FOUNDATION AND SLAB(INSTALL p EXISTING APPROVED PROPOSED SANITARY PIPIN61. EXISTING a 4.PROVIDE PROPOSED SANITARY SYSTEM AND ASPHALT PAVEMENT - / EXIST.\ W WRY SYSTEM STORM DRAINAGE STRUCTURE O a 330 "o WORK) 5.CONSTRCT MAINTENANCE BUILDINS ADDITION. q x \ a a'm LPJ O O' u d til N N { 325 < Z Sn lL� O O LK m s Q X 3�. X13 10 32 A )�' m ~ 'A 1z /y� �� m (J m W a/ EXIST. FUEL TANKS AND 51AB TO + - -/ �}0, N J IC Z w REMAIN, 2T5'GALFUEL OIL' TANK+ X32 'Qp�N©VIED BY • ' O- U EX, SAN / ORIM 32_04 ry O z \ „ .' 2'15 GAL DIESEL FUEL TANK, AND (Sy V cQ < X U' 250 GAL WASTE OIL TANK PIPING I I PLANNIING BOARD Q LL 3zB \ as 55 -\/ ORIM\9204 TOWN OIF SOUTHOLD O Q O p Q \ 7c� 3230 ` EXISTING NK c4\\ DATE J[ z O \ 3LI3 L/ SEPTIC TANK \�/� E P \ ,STT PROPERTY LINEr QI - O &� 32.45 \ � I v - Q ISI JI - X RIM 3� \ DEMOLITION ............................ l� - v �} r 360 X / SANITARY SEWER -9S Q #. O m O / lv WATER SERVICE W -1 LL O € EX. GR4TE ' I FOR SD, L.P. ° - . P V J STORM DRAM - 5D '� U 17 �j O O / EXISTING,CONTOUR -..J N O .. EXISTING CONTOUR TO BE O a .. n X3227 H LE X 35 Z LLJ T 5T L�/�- RI�IREGTED EXISTING d • ' PROP05ED BOTTOM 4 TOP O Z Q YQ \ ASPHALT PAVEMENT O O Q OF RETAINING WALL �•- +, .,' ^ n -,(;�I( in ARR 3 3237' ' ° 8. ' 8. ' SLAB i0 REMAIN EX Nr H ILL ND Ex FLOW CII GRATE Covf3t ® -U 3219 - - X320 TW 3260 \ ,, tti 34.5' tt1 33ob1 I I SEPTIC TAW ( o l 32 e6 E E E -i P!"tJ`/E : GONG. EX. ELEG SERVICE (TR) 1E•AOHI�,0001 (" PARTIAL SITE PLAN 32 3 32-24 RAMP ma EXISTING'(460 VOLT UNDERGROUND ELECTRICAL SERVICE) EXISTING,G,RAce x 60 S - 2 TE6T HOLE ELECT @� E -� E E E 32.3 EXISTING EX. ELEG, a FLOOR ELEVATION FL.EL. _ g" IO 5 0 10 20 30 T •\, XFMR FRAME GARAGE PNLS TO BE REMov® x GRAPHIC SCALE I" = 10'-O" TO REMAIN ' F.FL.EL. 3261' (TO REMAIN) (TBR) 5 Y' 3z 2 2of6 MAINTAINED FOOTCANDLE VALUES AT GRADE, IJ5IN6 A .72 MAINTENANCE FACTOR. ........... ... .... ... PROPOSED I NE OF SILT FENCE AND Statlialticol Area Summary HAYBALES. INTAIN rURINSS DEMOLITION AND CONSTRUCTION. ISEE DNG NOJ E-4 FOR DETAIL5) Project: LAUREL LINKS - MAINTENANCE BLOIS, ADDITION E4 Sarin 7 NEW LOCATION FOR CONCRETE SLAB FOR l Avg/Mln Max/Mies IRRIGATION (ONTROL--,,"M INSIDE PROPERTY 00 2.1 0.2: 0.00 0.00 OPHDRI:(FaChoutf-Imendled) unI Add ARlr gg Description Suffl.To ad me 2 THIS LI6HT1I PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMM Udm=MM*TIMI� QL"r brultral 70-IMMSvIn LIMIT OF CLEARING,GRADING AND LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY iri War 08116t 5H 70W Mfl My) T SOCIETY STANDARD LAMP RAI IN ACCORDANCE I ILLUMINATING ENGINEERINC, E4 Sentivie T11-volt adopt In A laoI GROUND DISTURBANCE coin L (AREA OF DISTURBANCE, 14,545 5F) APPROVED METHODS. AOUTAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRE MAY projeation cutoff P1010011102"N.2 11 240 1L2 Data P The mNeclor mulads light out and away Barra cuts,shraud Be VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER from In@ fixture,An excellent cho[m for U.rx INW HPS) as VARIABLE FIELD CONDITIONS. Nigh 14"112a w lighting small garbing or public areas H next to buildings. TmPI Led Fershmar, vulical mcurld,no I o,A,) gg PROPOSED Lum1nalre, Schedule NOTE:Nola edals when both hot and III supplied V MAINTENANCE BUILDING ADDITION Label Arrangerrient Lumens LLF Descrlptlon Total PII up"'L 12 Qt 1'1;;I'F'l�id-105121led) O.EL. 3250' ohimpiI calwag member 4 A SINGLE 7ry IN 1200 EA. 0.720 RUDD E4 SERIES 35 wattage/ Cartator, Mounting 3 Surfrr,MaI sox as e-7 CUTOFF owtuarlifth. Lamp Type Numb., Addition -1 7 Pole Maw,ararw 121-7 7 HIGH PRE55LJRE SODIUM Projection 35w IFF5 E4503-1 HIPH Mounted Nrrp,rpmcfSbdrnvI MODEL No. E4503-1 CutoPF "I clu ........ 0 EXISTING, MAINTENANCE BUILDING, AND PUMP HOUSE FEL. 52,50' 1PIrI 4 PPOP05ED STABILIZED CONSTRUCTION ENTRANCE 15EE VI TH15 DkI EROSION CONTROL PLAN NEW LOCATION FOR 6"M� M add i I CONCRETE SLAB FOR r L0 0 ou 1 ! IRR16ATION CONTROL-,,= 20 10 0 20 40 60 HO 100 PROPOSED GRAPHIC SCALE 111 20'1 RETAINING HALL v If) X ILL 10.MIN. Q I-() STORE PAVEMENT--\ 2: d) ExISTIN6 5,/ PAVEMENT cz RO I.M Q, FILTER'CLOTH MOUNTABLE BERM CIII! PROIFILE (OPTIONAL) DOE] 03E] 0.40 ID 10I PROPOSED _j 000 Obo Olq 0 iho 1.2 C MAINTENANCE BUILDING ADDITION Ool 050 040 140 0 E ENT P X��"" PAVEMENT SRM 00 C3 `D50 ORO bE3 2E INUASHRACK cSEL. 32.50' (OPTIONAIL.) O� ENGINEER. �-j A K P,�\A 0.1 2 7 ID E) TING i" 10.MR' IN E®r/ (0 0 I - COARSE PAVEMENT 0y lC 61 .1, 11� aATIE 12 1, C0 0 pc CIO CO3 01 0.10 2&0 Ij w �ri ILL DRAINAGE TO SEDIMENT TRAPPING DEVICE SEE NOTE 5 ELM 0 0 �b 073493 1 0.1 ❑ 0,10 2,712 TI GO OD "yyOFESS\ I. 5TONE 51ZE - ILSE 2- STONE, OR RECYCLED CONCRETE EQUIVALENT 2, LENGTH - NOT LE55 THAN 50 FEET(I ON A 51NOLE RE51PFNCF LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY) -------L� 1.2 J 1.2 x_u JEFFREY T BUTLER, P.E. .2 1.1 "L UID LJ 1.4 L UID U 1.2 L37.1 0 El 13 13 3 THICKNE55 - NOT LESS THAN 6". EXISTIN6 (4) EXTERIOR LIGHT FIXTUREAI 12 1.0 D5 00 4 HIDTH - III MINIMUM BUT NOT LESS THAN THE FULL MOTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. COE] /WOIALT POEIEENT 01.2 HALL MOUNTED VABOVE GRADE 5, FILTER CLOTH - WILL BE PLAGED OVER THE ENTIRE AREA PRIOR TO PI OF STONE. (55E LTG 96H.FOR INFO) 2,50 13 lb[3 1.40 11 0 0 (rSURFACE HATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION IF (1 04 OD ENTRANCES54ALL BE PIPEDACRO55 THE ENTRANCE. IF PIPING, 15 IMPRACTICAL,A MOUNTABLE ❑ ❑ ❑ ❑ 0 13 0 11 El [315 1,40 [31.6 BERM WITH Ed SLOPES WILL BE PERMITTED. Its 2.7 2h 34 2h 2.1 lb 1.4 12 1, MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT Coll 0 0.40 A 0 ❑ []I'D TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RI6HT5-OP-WAY. ALL SEDIMENT SPILLED, 111.4 DROPPED, HASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. b WHEN WASHING IS REOUIREP, IT SHALL BE PONE IN AN AREA STABILIZED WITH STONE AND PI INTO AN APPROVED SEDIMENT TRAPPING, DEVICE. 0 0 13 0 11 0 13 0 0 0, 13 R. PERIODIC IN5PEGTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 0 0 11 13 Oq 0.1 0.1 1.2 0.1 0.1 CA 0.4 0 1) oil GO 0.2 Ob 04 LJ > 5TA51LIZED CONSTRUCTION ENTRANCE d) I NOT TO 51-ALE 13 0 C 0 0 0 0 0 0 11 13 I­_ 0.0 0.1 0.2 03 0.6 Y3 13 .,c LL 0.1 0.4 03 OA 0.1 0/1 O.q Ob 03 < CAENERAL POLLUTION AND OU5T CONTROL MEAI < EX. CRATE EX1571NS 1. THE DEMOLITION 5MLL BE PERFORMED BY THE CONTRACTOR(S)AT THEIR OWN RISK AND 13. EXCAVATING AND GRADING SHALL NOT CREATE SLOPES GRATER THAN 15%. ALL SLOPES ❑ 0 13 13 0 0 0 0 FCS 5D. L.P. 011 13 a 0 00 OD 0.0 OD OD 00 MAINTENANCE Ell W Z T pM LIABILITY ALL DAMAGE TO TIE RIGHT OF WAYS 510EKALK5,GURBIRE,BOTH ON 51TE OR TO BE 5TA131LIZEP WITH EROSION CONTROL PRACTICES AND VEGETATION. .0 0. DO OD OD 00 Oc;t, AND RIMP HOJ5E V Z ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE 14. TOP 50JL TO BE STOCKED PILED AND RE-USED ON SITE AFTER EXCAVATING IS 25 -f CONTRACTORS EXPENSE. COMPLETED, FEL. 32,50' 2 TO THE BET OF THE ENGINEER'S KNOWLEDGE,NO EWRONMENTAL HAZARD(S),THAT GOULD 15 TEMPORARY OR PERMANENT STABILIZATION MEASURES SHOULD BE INSTALLED AT GRADED v BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THIS SITE. AND STRIPPED AREAS THROUGH THE USE OF TEMPORARY 51 AS REGIARED, APPROVED BY 3, THE CONTRACTOR 15 AOV15E9 TO LEE GAUTION WHEN EXIGAVATINIE,AND REMOVING lb. 59EP MIXTURES 51 BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE SUBSURFACE STRUCTURES,PIPING,ETG,,CUE TO THE LIMITED AVAILABILITY OF INFORMATION REGOEMENPATIONS. EXISTING PLA14NING BOARD 6 _j . :� 1z I LL CONCERNING SUBSURFACE UTILITIES. TEMPORARY 19 AS FOLLOWS A51PHALT PAVEMENT 1.2 LL 4 APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING EXCAVATION,GRADING, AI RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LEE,PER ACRE(r),l LE6AOOO SFJ U VPLANTING AND CONSTRUCTION 0)CERTIFIE9AR00ETOOKININTER RYE CEREAL RYE)AT 100 L55 PER ACRE(25 TOW t OF SOUTHOLD 5, ALL RUNOFF WALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND 1.5515F) 131 lL APPROVAL z • 5. USE HINTER RYE IF 5EEPINE)IN OCTOBER/NOVEMBER PROVIDE MULGH(INCLUDING, DATE 6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY,INSIDE OF THE SIDEWALK, GRAVEL MULGH) • < BY THE CONTRACTOR PRIOR TO THE START OF DEMOLITION,THE CONTRACTOR 15 TO 11, SEDIMENT SHALL BE TRAPPED ON THE 51TE AND MDT PERMITTED TO EWER ADJACENT z W MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS,SEDIMENT BARRIERS SHALL BE ALL EXCAVATIONS HAVE BEEN FILLED WITH 5UITA13LE BACKFILL OR THE PROPOSED INSTALLED ALONG THE LIMITS OF 0151URBANCE PRIOR TO THE START OF GON5TRLIGTION C < SUBSURFACE STRUCTURES HAVE BEEN INSTALLED AS SHOWN ON THE PROP05ED INIIE PLAN, AND SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE, n 1, RATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE.THESE GATES WILL OF IB. PROPER MAINTENANCE OF ER05ION CONTROL MIFAI TO BE PERFORMED AS SECURELY CLOSED AT THE ENE)OF THE DAY MEN THE DEMOLITION OPERATIONS ARE INDICATE)BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS CEASED I THE WORKERS HAVE LEFT THE 51TE MAINTENANCE MEASURES ARE TO INCLUDE,OUT NOT LIMITED TO,GLEANING OF RECHARGE III A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND BASINS,SEDIMENT TRAPS AND DRY WELLS,GLEANING AND REPAIR OF SEDIMENT BARRIERS, L005E DEBRIS FROM BEING TRACKEDONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE REPAIR OF BERMS AND RUNOFF 121VERTER5,AND CLEANING AND REPAIR OF INLET SHALL 13E MAINTAINED UNTIL THE SITE 15 PERMANENTLY STABILIZED. PROTECTION DEVICES. LIGHTING PLAN FA6E : q, EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTRACTORI IN ACCORDANCE R MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS AND UNTIL ALL WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATIONS DISTURBED AREAS ARE STABILIZED. 10. CLEARING AND CRAVING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF 20. VNLE55 OTHERW15E DIRECTED BY THE OWNER,THE CONTRACTOR 15[RESPONSIBLE FOR EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED AT ONE TIME. MAINTAINING THE NECESSARY RECORDS OF CONSTRUCTION ACTIVITIES,PREPARATION OF BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. INSPECTION REPORTS,AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER 10 5 0 10 20 E30 40 50 11. NO GRADING TO OCCUR WITHIN 15 FEET OF PROPERTY LINES AUTHORITIES AS NECESSARY To COMPLY WITH THE NATIONWIDE PI THE CONTRACTOR 12.THE LENGTH AND STEEPNE55 OF CLEARED 5LOFI SHALL OF MINIMIZED TO REDUCE RUNOFF 51 REPORT ANY REQUIRED MODIFICATIONS TO THE 5WPPP NECESSITATEDBY FIELD5RAPHIC, EI I'I la-0, .AFFRAY T. BUIT-ER, P.E. 15 NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE To SAI VELOCITIES,RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SNPPP INADEQUATE LIGHT LEVELS. THIS 15 NOT A RECOMMENDED L16M LAYOUT. IT 15 A DE516N WHERE APPROPRIATE BASED UPON THE SOUTHOLD TOM (ODE - ARTICLE XXXXV­OUTDOOR LIGHTIN9 5 of b N Y F1.94.9' 0, N SEPARATION DI TAN F REWIREMENIS FOR arnRMWATER LEACHING 5TRUC1URF5 AND PIPING: EL.55.9' D10µIOU HORIZONTAL 5EPARATION DISTANCES FOR STORM HORIZONTAL SEPARATION DISTANCES FOR STORM F 4 10 .4 PRAINASE LEACHINC POOLS, DRAIN NON- -+CHI STRUCTURES EL 31.9' LOAN(OLS PROPERTY LINE = 10'MINIMUM WATER SERVICE LINES2ATERAL5MAIN5 =5 MINIMUM HEAVY DUTY AND LOOKING d0 a DU LDIN55 WITH CELLAR= l0'MINIMUM UNDERCA ONl)UTILITIES= 5'MINIMUM CAST IRON COVER TO GRADE SIDE BI ON SLAB = 10'MINIMUM ❑ z N WATER SERVICE LINE4ATERAL5MAIN5= 10'MINIM,M VERTICAL SEPARATION P15TANCF5 FOR STORM J UJDEROROUND UTILITIES =5'MINIMUM DRAINAGE LINES, FINAL GRADE �! N SANITARY LEACHING POOLS = 20'MINIMUM WATER SERVILE LINES . IB"MINIMUM N S O PUMP STATION - 5'MINI" SANITARY WASTE LINES= IB"MINI" % a Q FG, Pie < GREASE TRAP =5'MINIMUM 20" 9VU MANHOLE - 5'MINIMUM Ew PRIVATE WELLS : 50'MINIMUM C G RETAINING WALLS- O'MINIMUM N N J `� ❑ S g H FUEL 5TORI TANKS(BELOW 6ROIINP)= 20'MINIMUM CAST IRON FRAME AND GRATE/COVER P PROP05ED CAMPBELL 1162 G OR APPROVED BOUAL f11 MAINTENANCE PROPOSED RETAINING 9 BUILOINS WALL(SEE 5EPERATION z EL, PIA' ADDITION DISTANCE NOTE BELOW) FIN.BIRD• PROP. G.I.GVIR L,I.GVR NO WATER ENGOUNTEREDITA' 5.T. •El.-360' EL: .0' -®' ELC. �' FIN GRP:EL.320' @ 1 8 1 I$ FROP O FINAL GRADE D'TRAFFIC_ INLET N 4'DIA TE51r' HOLE DATA '' hDE EL 34'fi• Q ® � APPLICABLE) PIPE PITGFED O AYOUNSE4 YOUN6ORMED Y • F1 Fl a 3250' IE. = 31.30' =ry iv 'n; 5; "� S ® ® � oY;n' N ON.ULY IDr 2001 ® ROW LINE Fi N77 N ry N N N F F' PROPOSED, IE.= 3086 0 PROPOSED 1 o o d g 6 m P o �F 3' MIN. 3' MIN. 4'DIA FVC,PIPE, IE = 3034' IE' - '�' EFF.PIA DEPnI w 1 220 aYs'/L.F.= 55' = 0.46' 4 LEACHING POOL PROPOSED 3' MIN. 3' MIN. N 1 � 3'MIN CLEAN 4'DIA PVC,PIPE, SAND COLLAR ® ® SEPARATION DISTANCE REQMTS FOR SANITARY PRQ�m ® LEACHING STRUAL SEPARATION 1,200 GAL SEPTIC TANK ® ® WRAP FILTER FABRIC MINIMUM HORIZONTAL SEPARATION DISiANCESr 4 WITH FILTCiR FABRIC 3'MIN ABOVE A,BUILDING W/SELLAR = IO'-O" HIGHEST B.WATER5UILPIY NE SLAB = 10'9' t f r.V WATER LINES = 10'-0" � RECORDED � 10'-O" D.SJRFACE WATER(WETLANDS) = 100'-0' 10'DIAMETER GROUND WATERF.PUBLIC WELL = 200,-0" 6ROIMD WATERT 1 F- 5.PRIVATE WELL = I50b" i 3OPODz EL:15.48' NON-RATEABLE �COLLAR DEPTH O�� H.RET.WALL(WTRPROFF)= 10'-0" ' SOIL H 4 U/6 FUEL TANKS = 20'-0' SAND AND GRAVEL)(BACKFILL TO BE EL) Y`fi $ K.WG UTILITIES= 5'-O' 1.565 DATA YELL No.56560,1 L.STORM DRAINS = 20'-0GHEST" HIRECORDED BROUNPHATER - 8.93' BROW MATERIAL 6' MIN. N� M,LATCH BASINS,NON-LEACHIN5= 5'-0' NO 6RGWATER ENCOUNTEREDB.17.9'frE5T HOLE OL'f TO ITBLW DE) GRA (PENETRATION) �O N.SAN.L.P. = B'-0" RATABLE SOIL — — — Z P PROP.LINES = 10'-0" — 0.T.O.SLOPE = 25'-0" R.BLUFF =155`0- UNDERLYING SAND AND GRAVEL STRATA NOTES, 5.5EPTIG TANK =e'-O" I. LEACHING, POOLS AND POOL CHIMNEYS SHALL BE PROPOSED SANITARY RISER DIAGRAM U m NOTES , 2. COLLAR DE of REINFORCED PRECAST CONCRETE. ADDITION TO EXISTING SEPTIC SYSTEM SYSTEM - O I. DOLLAR DEPTH IS NOT REGNIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH, 2. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE A'4 d) 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. MATERIAL EXISTS FOR FULL DEPTH. 3, ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 3. FOOTING RINGS REQUIRED UNDER DRAINAGE STRUCTURES. NOT TO SCALE APPROVED BYN n PER 5.G.D.H.5.5TANDARD5 FOR APPROVAL OF PLANS AND GON5TRZTION FOR SEWAGE W TYPICAL STORM HATER TYPICAL SANITARY LEACHING POOL (LP) SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES aL r PLANNING BOARD DATED: JULY 15, 2008 IK � LEACHING POOL (5D) DETAIL NOT TO SCALE TOWN OF SOUTHOLD W m X SANITARY STRUCTURE REQUIRED 5EPARATIION 015TANGE FROM RETAINING WALL5r DATE /�/ q l a 0 /3Q NOT TO SCALE (PER S.D.GA.5.RES",SECTION XXI,BAGKFILLIN6 AND FINAL 6RADINQ � z LL I. RETAINING WALLS SHALL BE 60115TRUCTED TO MET THE FOLLOWING REQUIREMENTS: A. RETAINING WALLS THAT ARE LOCATED WITHIN 20 FEET OF SEWAGE DISP05AL SYSTEM SHALL BE �` 0 CONSTRUCTED OF REINFORCED CONCRETE. O 2 - B. NO PART OF THE SEWAGE DISPOSAL SYSTEM SHALL BE PLACED CLOSER THAN 10 FEET FROM A RETAINING WALL. G /[ �> /IF THE LEACHING NING HING POOLS ARE LOCATED CLOSER THAN 20 FEET FROM THE RETAIWALL, / Ls2„ WATERPROOFING WILL BE REQUIRED TO PREVENT THE SEEPAGE OF LEACHATE THROUGH THE WALL. ` O O Fn ry �1J www.tllpnetnycll.com HEAVY DUTY AND LOCKING r CAST IRON COVERS TOG P �JNot OFNPGWY�.K�� or w ca11611.com EN EER, �/7oLQNGIMPmci (for other stelae) - FINISHED GRADE//�i 800-212-4480 811 24” 24" B'MIN TRAFFIC <<G�F WEB OP 4 20" MIN I ry 20" MIN 1 BEARING TOP By taw,excavators and contractors working In the For safety reasons,homaownere aro strongly C I w five boroughs of New York City and Nassau and encouraged to call as"ll when planning any IST Suffolk Counties an Long Island must contact type of digging on their property.Homeowners OUfL6T 2S 2 EXTRA STRENGTH FILTER FABRIC STEEL, OR WOOD OlgNel, -51500-272-4460 or 811,at least 46 hours can contact tie directly et l-800.272-4460 or by W 10 ' F0 073493 MIN 4"DIA MIN 4'DIA A P REQ'D. WITHOUT WIRE MESH SUPPORT POST bete mom than 10working idays) days o(excluding combo.For the regional vationcall before you dog �,h PVC 6" ROW LITE SDR 35 PVC, ROFESB- 10' MAX. O.G. SPAGIN6 weekends and legal holidays)pdarlD beginning number.For excavation work completed on PIPE OR ;} �0 PIPE OR W/ WIRE SUPPORT FENCE any mechanized digging or excavation work to Femoral property,it is the contractors EO.IVALENT — — BMWALBNT ensure underground lines are marked responsibility-NOT the homeowners-to contact PITCHED MIN , p PITCHED MIN, JEFFREY T. BUTLER, P E. G' MAX. D.G. SPACING, Excavators and contractors can also submit DigNet.Having utility Ulna marked prior to Y IN/I FT BAFFLE O As IN I I FT O HIRE SUPPORT FENCE locate requests online,through ITIC. If you do not digging Is free of charge. I p WALL I Q currently use ITIC, please call 1-800-524-76D3 �i Uy J far more Information. J y , - t r L ATTACH FILTER FABRIC, SECURELY Ud BUILDING WIRE 1 Ud TO UPSTREAM SIDE OF POST OR TWINE _ _ sA J N O Z O \\i ~ T X(90 STAKES SEPARATION DISTANCE RIEQ'Mi5 FOR SANITARY R � 2'%2'S COMPACTED SEPTIC TANKS Of� 4 1J STRAW MIN.HORIZONTAL SEPARATION 015TANLES, < Q Q 36" HIGH POLE (MAX) ns FILL01- CL STEEL OR WOOD POST \ F• BALE A.BUILDING W/SELLAR = 10'-0" / O N GRADE B.BUILDING ON SLAB = 15'-0' \ V Q/ Z G.WATER LINES= 10-0"' 'o- D.SURFACE WATER(WETfLAND5) = T5'-0" / Z z O TACH F.PUBLIC Il j WELL = 200'-O' \ Z — O FLOW FIAW SECTION H.RET WALL(WTRPROOV) = 10'-0" / \ W J (YO J T' J.0/6 FUEL TANKS= 20'-0' Q # O Q K.U/6 UTILITIES = 5'-0" < _ L STORM DRAINS = 20'-0" g BOTTO O SWA1.E M.CATCH BASINS= 5'-O" - A 'I = O RAY au.ES N.SAN..L.P.(NOLEB HUNG) 1 _ I` J N O O O P.PROP.LINES= 5'-O" 1 i y 3/4" MIN. a.TD.SLOPE= 25'-0• %\\f�\ DRAIN ROCK R.BLUFF = 65'-O° N 6" TRENCH - - \ H IV( , 7I- ,n �\ l` W/ COMPACTED BACKFILL f\\\///.•� II^ = O a sTAKEi(TYPJ,SEE 5ELn01 BALES TO BE SET IN TRENCH DETAIL INSTALLATION WITHOUT TRENGHIN6 p 11 i. RETE To TEST NOTE ALL U-A-'TRFwUN SEP NOTES BE INSTALLED / UNDER BLDG SHALL BE CAST IRON, n 111 4000 IP.S•INFORCEM NT MEETS \ / 7HAYS �&1L ID NG,To REMAIN LE OF 5RON�vur P E NOTES II 11 It A.5.T.M.A615,A-IBS SPECS — y FROM BLDG PERIMETER A O E g SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. II a 11 11 II n 3. ALL SANITARY PIPING TO BE 3 INSPECT AND REPAIR 51ST FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. II u u II II u u II NOTE, CAL05 AND DESIGN PERFORMED IN e REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. E:L�/ATION �4"41`'OR 35 PVC ACCORDANCE WITH 50DH5 5PE05 _ STRAW BALE BARRIER SEPTIC TANK - 1200 GAL. S4 SILT PENCE DETAIL NOTT05GALE ALE: NOT TO SCALE NOT TO SCALE o 0 4 of 6 N Y F GUT ALTERNATE BARS DOWEL PAPER SLEEVE PARTING STRIP O � REAR OF BLDG(EAST 510E) �I^ EXISTING GRADE TO BE FILLER �+ EX15TING GRAPE ® EL. 3q'-O" REDIRECTED RED CEDAR BOARD AND RETAINING WALL RETAINING WALL BATTEN ROUGHSANAI EXPANSION JOINT CONTROL JOINT FLASHING A5 REQUIRED 34 q E q q tIj t ❑ FRONT OF rc o PROPOSED GRADE ® EL, 36'-O"� BUILDING CONCRETE RETAINING vG�ij T�7:FJ(ISTING Vii,%h'�l"� (WEST SIDE) WALL OUTLINE CHART 4 r $ " _� s Q ,� ` rRpRE �,Y R rECT ro of - Y *yyty ` = gA GE PIF PROPOSED RREFERDTO FOOTING, TAG SIZE s g s ' IL � • u mow,•,, HEIGHT THISW6 O GRADE ® EL 32.0' DRNG PIPE I.E. 31.16";< T DRNG PIPE I.E. 31.10' ,. ° ' © O D © 2'- B.O. RET WALL 6" 0 0,_-/„ '-11„ ® EL. 29'_O" 1-.. _ -,-'- - -. - -Y = - - - - - - _ - - - - - - _ - - - - -'. _ 4 .t • :. _ _ _ J 5 3'-10" I'-I" PROPOSED P.G. RETAINING WALL J b SEE(THIS DWG) INC WALL DETAIL n EXTERIOR ELEVATION - NORTH SIDE PITCH T.O. WALL AWAY FROM PROPOSED BLDG 8 —57-1- I'-4" I'-q" 2'-10" SCALEI/4" I'-O" MIN SLOPE = I" PER LIN FT I'-3" q b'-8" I'-5" 2'-0" 3'-3" : = T.O.WALL = EL. 36'-6': PITCH H BARS 16" O.C. ORIZ. 3" MIN. 11 8'-I" I'-7" 2'1 4'-O" COVERAGE. TIE TO#5 12 8'-10" 111 2'-9" 4'-5" „%r%/;+/;''i`'%yf 7/r/Jv/>YsiJ•�../f/ � .'',: VERTICAL,24" 0,C. 13 q'_6„ 1•_111 3'_0" 4'_11„ ����/j\�Tj\�i��/j\�/\BACK FI\L�/j;/.-!, .�"•. '' 14 10'-3" I'-10” 3'-3" 5'1 ii:/��A/v:%�/�/A/A ,I Io�T• :, 15 1'-11" 3'-6" 51_71, PROPOSED GRAVEL DRAIN 4' I6 II'-10" 2'-O" 3'-10" 6'-D" U fit ��'•' `� PRDPGSED RETAIIII16 WALL 17 12'-7" 2'-I" 4'-I" 6'-5" Cn Q PROVIDE 6 5.F.GRAVEL di, ALONG NORTH, EAST AND py O 1S, 13'-4" 2'-2" 4'-4" 6'-10" `r AND FILTER FABRIC U SOUTH WALLS OF PROPOSED r- '_. MAINTENANCE BLDG ADDITION Iq 14'-2" 2'-3" 4'-H" q'-3" r FOR I.E. SEE NORTH ANDSOUTH 20 I5'-O" 2'-4" 5'-0" t, r v EXTERIOR ELEV. (TH15 DWG) ^ a o tr I ' x:I O O t - GENERAL NOTES: PROVIDE 4'0 DRAINAGE PIPE, PITCH + I.CONCRETE SHALL BE 4000 P51 MIX, rrl yy 04e"/L.F, MUD TOWARD PROP STORM #5 0 16" 01 2. STEEL REINFORCEMENT 514OULD BE CLEAN, FREE FROM HARMFUL h+-1 •, z DRNG LP ON NORTH SIDE OF BLDG. I # RUST, AND IN COMPLIANCE WITH APPLICABLE ASTM STANDARDS X Z LL g 4 CONT. ® 16"O.G. FOR DEFORMED BASE AND STEEL WIRE. _ • , �• y" .� • _' , ' 3. iOP MASONRY RETAINING WALLS SHALL BE PITCHED PER L _ [A O ro ° ' •,'• ' ➢ ! in REQUIREMENTSTOPREVENT(THIS ENTRY OF WATER. PER DWG M O = REP CEDAR 130ARD • +. ' -• 6 -' 4. HEAVY EQUIPMENT USED IN BACK FILLING SHOULD NOT APPROACH I-�-I BATTEN ROUSH SAhW D EXISTING GRADE TO BE REAR OF BLDG Q B4O. WALL ® EL. 29'-O' - '_ ; ' '` '^ : r ` " Qa CLOSER TO THE TOP OF THE WALL THAN A DISTANCE EQUAL TO [� t27, REDIRECTED (EAST SIDE) ,c O THE HEIGHT OF THE WALL T O FRONT OF KEY NOTE5: N BUILDING L J 1. PROVIDE CONTROL AND/OR GON5TRUCTION JOINTS IN CONCRETE (WEST SIDE) PROPOSED GRADE ® E 36'-O" �� in RETAINING WALLS ABOUT EVERY 25 FEET AND EXPANSION JOINT5 f(1 10" ABOUT EVERY FOURTH CONTROL AND/OR CON5TRUCTION JOINT, f COATED DOWELS SHOULD BE USED IF AVERAGE WALL HEIGHT ON F� h vr,.j�v(y'v �yy✓ir%i�v��i01�`i!,! '� /�Y ,C� i�,IEXSTNG„/ � ��J�,:: . ;• v, / ` vF' % /y v v`\7 ` EITHER SIDE OF „ . .,•, . ,, , „��.Nr a����'��"';"�, \(\y .,✓,ay'e',,, �•��p��,��.�) �15�a, \ -'Mw SLOPE®Y; � ' T i/\,\�/;\�1����1• /� -r 2'-b” 5' JOIN T IS DIFFERENT. 2. USE TEMPERATURE BARS IF WALL 15 MORE T HAN 12 INCHES THICK.nF MPOAL) 3. USE; GRAPE EL 32.0' DRNG PIPE LE. 32.21' DOWEL5: I"X2-OPLAIN BARS ® 12" O.G. -3" FILLER, PREMOL ED W~i JOINT FILLER ENGINEER: • • ' ' ' .f •L DRN6 PIPE LE. 325' ' , , •I � PARTING 5TRIP 16 GA, GALVANIZED SHEET STEEL COATED TO PREVENT BOND AND WIRE TIED TO REBAR5 ® 12" O,G. SOF W y • " '°' ` / •° L s - -- - _ _ -- -'� _ - - - - - LCr-L -- 4. KEYS SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN �Q� Bbp�09� -'_L, - - - " = _ .� _ - � e '- ° - '• - r ' B.O. RET WALL HIGH WALLS AND TH05E ON MOIST CLAY, �9 °- - — — — — — — — — — — — — — - - - - - - - PROP r t w PL,SEE DE AIL RETAINING POSED POURED CONCRETE RETAINING WALL EXTERIOR ELEVATION - SOUTH SIDE WALL,SEE DETAIL (THIS DWG) 4 APPROVED BY L SCALE: I/4" = I'-o" SCALE: 1/2"=1'-0" �o O7sae' PLANNING BOARD gOFE55�CNP TOWN OF SOUTHOLD JEFFREY T. BUTLER, P.E. ' DATE J 0& `FID 13 A < EMERALD GREEN METAL m tr 3 0.1 STANDING SEAM ROOF Q N O Z O QCy W d D- yyW H < 6 Q ®®®®®® ®®®®®® ®®®®®® Q Y RED CEDAR BOARD AND N BATTEN ROUSFI SAWN W Q O O O ZOO V 0 O PROPOSED P.G. ��-.-rl `� O RETAININGWALL PROPOSED P.G. FI Z (BEYOND) RETAII In .• '. (BEYOND) WALL 0 Q U •e GRADE ® EL 32.0' '. "I '< ° .• '' n • ° PROPOSED P.G. FOUNDATION'' - - - - - - - -.° -- -- -- -- - =--- -- -- -- -- -•� ='I- - . - 4 = - - - - °- '- - v AND FOOTING • - - - ' - -- - d' ° ° - -"- - -- - --v—• L r- PAGE : a - - - - - - - - - - - - - - - - - -- - -L1 - - - - -- - - - - — - - -- - - - - - - — - - -- - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - --- - —— — — — — — - - — - - L s EXTERIOR ELEVATION - FRONT - WEST SIDE A190 SCALE: I/4 - I -O 5of6 i ry Y PROPOSED P.G. RETAINING WALL ry - 1 (SEE DWG. No. A-1.0 FOR DETAILS A40 AND ELEVATIONS) N 100'-0" i IT'-9' PROPOSED DRAINAGE PIPING (SEE DTL NOA, DWG. No. A-1.0) $ 13 L CKE � LOCKER ROOM A-IA 213 50.F-T. 5: o j I'x4' BENCH I'x8BENCH ' ' ! MEN'S ROOM j 5 i J 154 5Q.PT. °' o `v ry ry NZ LOGKER5 TOTAL p % II '% ' ' ti ry m ^' ry ry d- y ,L 4 - Q d -�(!- FOR GONT'N OF DRAINAGE PIPING SEE 51TE PLAN, % I "�+ 4'-0" DWG. No. 5-2 ..I _4010 _ _3010 301 0 777 4 �/ 4'-01 HALL HNTI) - �:'-- / TIE / CLOG0 21 L7 ­ 11 oRnePBREAK / MEETING RM. U m 4 82050 20 SQ.FT. ri F / ORAGE RM. ja 85 SOFT. GOLD 57ORA6E 2,5% SQ.FT. 14d. h+l u / In i N 5 W mk 0 LLI jV-0" 4'-2' 3'-O" 6'-&5' T'-I` j v c; EE � _3010_ 3010_ ;, H 2 In OFFICENo.2 N OFFICE NO.' I -J 244 5Q.FT. `t 251 50 .FT. �C�Cyy J ZN j U w / T. y0 v i FPe 53,-4" O, w J � j APPROVED BY OAgOFESSIONP�� / PLANNING BOARD � -�! ' JEFFREY T. BUTLER, P.E. EE� 4010 i TOWN OF SOUTHOLD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE /! Q 10' X W O.H.D, 10' X W O.H.D. 10' X o' O.H.D. (2) 3046 (2) 3046 FIRST FLOOR " 9 A } 5GAL6 _I/4" I'-O" A-I O 8 p ' W L CD N O Q lI/ U - N 3 > U 1�3- -Z 0 It 12 BREEZEWAY IL V Q 3 CL 48.00 SQ.FT. =TLZ D Q a' 0 n Q EXISTING u z z 0 N 12 12 MAINTAINANGE/PUMP Z — J (3 T.O. PLATE 9 9 r T.O. LATE HOUSE BUILDING ? -1 O fy Q � LL LL O OVERHANG BAFFLE INSULATION _O RHAN6LL O V �-1 O FLASHING R-151N5ULATION FI z Ljj AS REQUIRED 4 PROP. GRADE 6 O O 2X4 AQ SILL A � Q EL. 36-O" Q Q 5/8'ANCHOR BOLT5,48" O.C.MAX. a 12" MPX FROM CORNERS OR SPLICE PRDPo5ED6" THK P.G. SLAB W 6X6 WW 3" BEARING PLATE AND SILL SEAL PA.RET WALL 6 MIL.VAPOR BARRIER _' P.C. FND.NALL, _"X—" Pb. FOOTING (SEE DWG'No.A-IA) / OVER COMPACTED FILL T.05. = EL32,50' (STORAGE AREA) PAC // PROPOSED . 5 DRAINAGE PIPING SEE D .No.A-IA AND 9-2 ® • p EL320®CW. 2'x24' GONTINUOU5 RIGID SECTION 1 2'x24"CONTINUOUS RIGID m.. A200 $ INSULATION AT PERIMETER(R-10) INSULATION AT PERIMETER(R-10) x SCALE 1/4" = P-O" 0 6 Of 6