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Home My WebLink AboutSite Plans For the most recent site plan, please see; TownOfSouthold\\Planning Department\\Applications\\Site Plans (SP)\\Pending\\1000-106.-6-10 & 13.4 Strong's Storage Buildings\\Draft Environmental Impact Statement (DEIS)\\DEIS Current Version 3.22.2023\\Appendices\\Appendix C Site Plans and Landscape Plans This is the site plan submitted with the DEIS, and has the most recent details added to it. Please refer to that set of plans for the most recent information and details proposed for this site. (1),N^""MZE0 AIMATON OR AOITON TO TINS"LET IS A MOMTM CF IECIM Me OF TE NEM WK STALE EDUCAlM UR(2)OSTWO 91001 ML:CM FROM PRO-OnY LM TO DOTH MMICTURES ARE FOR A VEMIC KffN g NO ARE NOT TO BE UED W ESTA W PNWOW WE3 OR MR ERFt"OF FFRCES(3)COPIES OF M SUR,EY YIP NOT EIEIM10 TIE LAPID SAVEMM I0®WX at DOM=Wk 9ML NOT BE Wa W BE A VA0 WE OWY.(4)CFNIFCATNM MCAIW HUED"WALL MIN OILY To THE PER50R1 FOR TMOM THE 3UR,LY IS PMPARM AND a1 HIS KWV TO TFE ARE OOIPAIY,ODVETN,I71r^-AGENCY Aro WOOL INS MIM LISTED HEREON,AND TO Tc A590iiS OF Tc IERCM PR"WIM OMMICATIONS ARE NOT TRAHSFUU E W AOTO M NRSIINTONS OR SUNSEM"T 000M (5)THE LOCAIM OF PEI1S(ft SnTC TAFKS(ST)!CEMOOIS(�goo WFMN ARE FROM FEW O WA7MM AND OR DATA ONTAMM HOI 9*0M J I 400 Ostrander Avenue, Riverhead,New York Ilqol $ tal. 631.'72'1.2303 fax. 631.'12'1.0144 .o Nj a�ninoyoungenglneering.com OU wuu� i o >' EXISTINS POOL, �d Homrd K Young, Land Surveyor GONG. PATIO 4 SHED E� Thomas G. Wolpert, Professional Engineer 2 TO BE REMOVED I Douglas E. Adams,Professional Engineer 20.9 TIG' ed SHED. o Robert G. Test, Architect N Da�ld f orn'►er 0 Robert 5t,-omskL Architect W- 13 �y O Don osco ry :t a a na M gt Bo �Q n uTA � r W E f ,t, E• .000 _ _ 0 CD ° CONCRETE WOODS I RETAININ6 WALL / }; Ns1 W I - - I }' _ }' f� LIMITOF VII e x / a .t, o n CLEARING 40.9 oQ G FENGI: vOTh 0R5) •�ININ6 wooDs I} �� ! N w MP ( SERVICE • ,'; : / , >` rn F F- F+amHG Doe( A .t V 3 t a o 0 � 4444 ' " �-. . • . . • " tLi + 1 T NOTES: F� 16 F \ -4 58'7°12'38"1N ,� .t; Q * REMOVE ALL PLASTIC AND MIRE TAGS. U 42.38' \ •1 * - "+ REMovE ALL NON DSC.OMPoSiBLE GORDr AND M44-AP FROM THE ROOT BALL, IF PRESENT. 1 * DO NOT GUT BURL�,P FROM SIDES 111QQQ } Y/! OF THE ROOT BALL. �J + 1 * SET TOP OF ROOT BALL I" ABOVE Z 1` �Ft t �3• FIN15HED GRADE. �p .I�r- +` +' ID rpm e +I't ID I * REMOVE ALL AGGUNNILATED SOIL OR MULCH FROM THE ROOT GROWN AREA. -T. * REMOVE ALL wIRE BASKers FROM ~-- — B ROOT BALL, IF PRESENT I DEGIDU0U TREE 6 J" RAMP FLa►nNG Doac + e HOSE PROTECTOR . . } + 2"x2'STAKE(5 MAY) . Q" .'� f•_._.a -4 ® p_ 1 2 STRANDS NO. 12 6ALY. PLIABLE � 1 STEEL WIRE(TWI5T TO n&HTEP) tie t + cD EVERGREEN ' \-APPARENT HIGH ENTWATER +i ° ( d }'' HIENADOOINCIDENT WITH Jr MULCH TO BE KEPT AWAY FROM / ;- ,1 j "- ZZ- '. TREE TRUNK ry _j M SHREDDED BARK MULCH a 5" DEPTH ::/ , 1' p ryb 540°21'38"E SOIL SUACER TOP W/MULCH Rom•SALL SCARIFY ALL SIDES OF PLANT PIT 1, - !°58�g4„� ENGINEER'S CERTIFICATION PLANTING BACKFILL MIXTURE t L� ^ • I FAY CERTIFY THAT THE WATER,SUPPLY(5) AND/OR 5EWA6E t t _ TIE LINE ALONG DISPOSAL SYSTEMS) FOR THIS PRO.�GT WERE DESIGNED BY ME m is _ �ry.� } ' APPARENT HIGH OR UNDER NK DIRECTION. BASED UPON A GARERJL z �I . ' �� mJ ;.� wAn (ARK AND THOROUGH +D STUDY OF THE SOIL, SITE AND 6ROUNDWATER CONDITIONS, ALL DO NOT EXCAVATE LOWER THAN �i vk T�o N . A5 PROPOSED, CONFORM TO THE SUFFOLK BALL DIA BALL DEPTH. f ?'' 100'FROM } o k DEPARTMENT OF HEALTH SERVICES CONSTRUCT T IN ^ EFFECT AS OF THIS DATE. BALL DIA_ X 2 + O� WETLAND$ 2-+ ,9 w • .- € 3 'I g"�w, fY� V_ wS,.• i� _Qr^'A wF.-ffn S•S•';"r'F. / 1 (7\ i \► 3i 11 k""sC9 ( TYPICAL TREE PLANTING + � NTS O - / j ` V � ,`• � �/` �F'lPYW f(.,, 4�"4t2.+�vr.;.:svv� a.�.�Y 47- "„�."..:,. ,.,,� A�.w'µ ''1^� 4 RT} ••�`:.✓fp yes, , ,•�,rli,d-r^ ,�• HOWARD W. YOUNS, N.Y.S. L.5. No. 45MSn (V + Al " - THOMAS G- WOLPERT, N.Y.S. P.E. NO. 61493 / �y��o �sr�r �1 V DOUSLAS E. ADAMS, N.Y.S. P.E. NO. 808q'1 �f reg / '•"' ' , . SURVtu EYOR'S GERTI F I GATT ON N67°$60 �,( u -66,5 _/__ II' + ! t' 0 �*b TIDAL VEGETATION AREA V • I �1r CERTIFY THAT THIS MAP YVAS PREPARED UTILIZINS Oh 3 .. _ 4 1 l BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/0R i '� CONGRE� • e . . I - ,/:. : . •• T �..t+ • �' � ?4• `V� UNDER OUR,DIRECTION. s �°� WiA1'AiNIN6 -743121': ° I /S)bn,� �F / v '"ti L': 7-Vl� p. #. - ` s �'/ EDGE OF MARSH �'• ry3-PR rA � � <; ,. - •'� 30 9^ 5i LIMIT OF CLEARING 5� WOODS iI o v TRACK LINE 42.60' 3-PR ITIr I 1�. 'YN •.�t- tI(,�, `, `,.� 1 g "f 4.6"i N8'1°36'50"fN i 4' 3-PR >grNiN6 Wq� 0 586°10'20"W b"i3 T NSq°20'20"W 56.10' 31.25' ` •'' • ._.. •• .`- 182.66' g'tS°�&20 N80°�7' 584°2CRI501,Vq woou5 � ' HOWARD K YOUNG,N.Y.S. L.S. No. 45843 now or formerly 4/'T1,I-, N77. n � , F,. • �, / Russell Zellner 4 WOODS now or formerly �r rr 'S5�-yY I - Denise Ze I Iner Anthony J. Demou la 4 a / �• � o z rr A Dorothy A. Demoulo subdivision Map of Shore Acres � 2 . BOAT STORAGE BU I LD I NCG5 filed on January 5, 1x14 as Map no.41 subdivision Map of "Shore Acres" WOODS �� N 5TRONV5 YACHT CENTER filed on January 5, Iq 14 as Map no.41 1 s at Mottituck, Town of Southold Suffolk County, New York NOTES: � `� n f?C��' LANDSCAPE AND AL 16NMENT PLAN / REMOVE ALL TIG t MIRE TA65 J�J}'� ,I h • REMOVE ALL PLA5TIc CORDS FROM "'�a0 Cf ,`l� �` '�X, 1000 106 O6 10 TREE BALL, IF PRESENT -!-! '), ,/1 Coun Tax Ma Dlatrict 1000 section 10b 91 O6 Lot 13.4 IN GROUPINGS OF SHRUBS,EXCAVATE ,.,( �'�:� ' , >d 1 p AND BACKFILL ENTIRE SHRUB BED AREA ri/PREPARED BACKFILL MIXTURES. �� j'I �' � MAP PREPARED JUL. 03 201 8 3" DEEP SHREDDED BARK HUL+CAFi Record of Revisions REV1510N DATE PLAIWTI NG SCHEDULE Tos,NYSDEC Nov. 20. Zola :`�.•.�; +t-i-PLANTING BACKFILL MIXTURE m q r :'`'`' f: •: NY5DEG JAN. 02. 2020 QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT SPACING I1 III-III - TREE5 15 PR PINUS RIGIDA PITCH PINE 8' HT. BdB 15' O.G. RECEIVED '1 65 6AYLU55ACIA BACCATA HUCKLEBERRY 5 SAI. CONT. 8' O.G. � £ TYPICAL 51-MB PLANTING SHRUI35 7 VA VAGCINIUM AN&ZTIFOLIUM LOW BUSH BLUEBERRY 5 GAL CONT. 5- 0.0. MAR 0 9 2020 NTS �— — - 40 0 20 40 80 120 Southold Town Planning Board Seale: I" = 40' JOB NO. 2011-0165 E■ MONUMENT SET ■MONUMENT FOUND 0■ STAKE SPT ■STAKE FOUND DWS. 2017_0165�ite plan 2 OF -1 (I)MW*M=ALIEAA11001 OR AOMAOR A/AN WMREY IS A AMAIM OF IV I I 7M OF AE REQ'VOW WAIF WMA110R LAII.W M IA01M?IOM)LEMON RMF PROPERLY LMM 10 IDI"IO 111RICARES ME FOR A W EOMO MMM Mo AW MOT TO BE USM TO ESTARJWt FAOPEAw(EES OR FDR DEC-OF FfARS=(A COPE9 OF TINS 911MEY YM MOT SEMW IME t MO WJR\ET0K9 9M 7EAL an ERlOS��I1Dt �OORW00ED W ff A YAID 1RUE 00►■.(4)co"M•AAdI M MIM MWM WALL WIN ONLY TO M PDOW FOR MFOM M W1R1EY R ROWED AND ON MIS SONY TO M TK COMPANY.OOROMIEIUAL A(@IOY MD LEMIN WOWOM USIED HEWN,AMO TO 1W ASW *ES OF M LDWM MSMTURM CUMPCATRMS ARE MOT TAAM$t1fAME TO AODM OMAL ASF1'J OR 3119W3JOtT MOM (5)M LO(•ATCN OF WELLS(M)."M TAN=S(ST)!MVOOLS(CV)W*FM WIFE#.M FROM FRO OD9MWAT000 A.Oft DATA Mr.-ORIFIQ 400 Ostrander Avenue, Riverhead, New York 11,101 tel. 631.121.2305 fax. 651.121.0144 adminsyo„ngenglneering.com N Olt" 4 uu Howard W. Young, Land Surverr Thomas G. Wolpert,Professlonal Engineer Douglas E. Adams,Professlonal Engineer IDRAINAGE CRITERIA 4 CALCULATIONS Robert G. Tast, Archrteat W E Robert Stromskl, Architect V = ARG F ; I : �• : : I : : : : � : : : :I ' V = VOLUME (GF) A = TRIBUTARY AREA (SF) : I : ' IEGTR G '. '. '. `.'. R = RAIN FAIL(IN) ICE( ):TQ } G = COEFFICIENT OF RUN OFF i S ! , 1=RQN1\TH19 iSrN(s� '> FARTHWORK DATA \11)r1Ll�'ic 1001 Ln \'. 2 TRIBUTARY AREA No.l / o \ - ''.' • S } :t. ' \ '• \ '._ ; TOTAL EARTHWORK VOLUME = 134,421 GY(GUT) A = 86,44.7 5F ! \'. '. X41 . * VOLUME REQUIRED: ! \\ \V.. 11 o ROOF: 26,250 5F x 2/12 x 1.00 = 4,3'i5 OF ! . . �� GRASS: 60,74? 5F x 2/12 x 0.10 = 1;012 OF I : VOLUME(5) ARE uNAD-IUSTED• TOTAL VOLUME REQUIRED = 5381 GF ! \ \ EXISTING, POOL, _ :( : :`: : .�1 �6 VOLUME(5) ARE GALGULATt� UTILIZING COMPOSITE METHOD GONG. PATIO d SHED , :'; ;I :: ; . 1 5 ' VOLUME PROVIDE: I • . . SURFACE GOMPARI50N(5) GEI�RATE BY AUTOGRD TERRAIN USE FRENCH DRAIN 'A' TO BE REMOVED :1' 'I:: _ 20.9' r PIMP INK+ MODELING SOFTWARE. 18" PIPE= 1.'16 5F x 460 LF = 810 CF L - 1 ' .,I : : ED GRAVEL: (6.44 5F x 460 LF) X 0.40 = 1,144 GF 1'I pW or USE LEACHING, Rayl i�ormer MILD I.o d ;ON /y 1 : : : � I: : : : I� � : : i :: E ' , X03•' :, D. � (10) 10' DIA. x 5.00' DEEP POOLS = 3,421 GP Dorno l�,/ so. LJ TOTAL VOLUME PROVIDED = 5.425 CF gS '010 TRIBUTARY AREA N0.2 EXISTING, WELL TO A = 12,426 5F BEUFOR 6ATION * VOLUME REQUIRED: PURPOSES ONLY �s �A#1 ROOF: 50,150 5F x 2/12 x 1.00 = 8,458 GF STONE: 21,680 5F x 2/12 x 0.60 = 2,168 OF CONCRETE ! ! TOTAL VOLUME REQUIRED = IOb26 GF \ RETAINING, W� VOLUME PROVIDED: USE LEACHING MILD 2.0 9A \\ „s (iO) iODIA x5CL p0,D %:::; !•. •. /� , 1 W (34) IO DIA. x 4."10 DEEP POOLS = 10,454 GF T40.00 T40.00 P�: \ b ' ' HIGH 401`8 TOTAL VOLUME PROVIDED = 10934 GP t 742.00' \ _ SAG (� 2K V1 GLAD K ABO ALLON LP T44.00 T46.00 `l. EVERGREEN AGF NH 1.1 TANKS / ti ry t 12 TRIBUTARY AREA NO3 �~ ;''";. i,4,Y,,. ! T48.00 \ (BY OT )�T'AINING 1 WLL IFMJ7p p TZ0.00 `/ .�� _t+h �` RAMP �. �• __ ;' :�*i E 69.85 •' /'.� ry O , A = 61,051 SF m �r I --'`. xr xx:•». f1=_6 '120:0_(.' VOf_IJME REQUIRED: (0 : �I �E` \ -. �' ;• :�?;:..;•.1 ;:_. T50.00 -pS -- - - / '. /./! ; a 3 •3rd ;.<;,:�.r ;,F . : : /. T1025 p x ROOF: 15118 5F x 2/12 x 100 = 2 20 GF 7 g' 1 ''1 B20.00 . \\ •r~��; f;':'=.• r �: 1` + sotwcE �1 K _ '^:.:.; `.^Mt.• x ::,;,' 89.75 pj r \ •� ' / FLamNG DOCK STONE: 41"185 SF x 2/12 x 0.60 = 41T4 OF ` �' ^ 5. L GRASS: 4,128 SF x 2/12 x 0.10 = 64 GF Hbc3 375, _ \ O' ,�, • f E`�✓�%-c�°;:%�:: .• 9._75,• • 1 ENDSTDNEBLEND TOTAL VOLUME REQUIRE = 6.768 OF !�J ' CON r * VOLUME PROVIDED: �R TO VOLUME p��,��_ B20.00 a`s,� �l: ! j 6.90 ` s USE FRENCH DRAIN 'B' 0 v �•! o :h (5l: h{,'�CH!op aJILDIjNS jVpL�?�D' 2 820.00 18M PIPE: 11.'16 SF x 345 LF - 60'1 OF v' F- ;r �G O Oof „ GRAVEL: (18.24 SF x 345 LF) X 0.40 = 251T GF 7'/�*KF �� \ 4 ,�, `, ""ICO L�AIV5Tj01 AA . . ..I THIO 80 =.<,• �� rX '� ) USE LeACHINb FIELD 3.0 �+ i S \ ;K.'-�1' B • R4P�?SED \ 5 Bs.7;;' !/ `' a° y ' ''. i.• ` / /� 7.50 ^ (13) 10' DIA. x 425' DEEP POOLS = 3,7180 GF $ \ n! �, oar s fio G S 'D�Y 1� TOTAL VOLUME PROVIDED - 6904 cF � a/ \ /.. . 52,56 F NO.1 7-/A� S ME TR1eyrARY AREA No.4 o F I GOcT RooF \ E-i `'10.OQ .x.95 A = 100,854 5F , o ` y�l s2o.00 \:t>. r '�aRGr - ° LGH fi� �\ ! TA#2 ti f MSPP F ri * VOLUME RE-QIJIRED - :,� �' NS ROOF: 24,500 5F x 2/12 x 1.00 4p83 GF os, �l \ INLE•1\ TIONS) l e2 ENGINEER'S CERTIFICATION 5TONE: 2g,g17 SF x 2/12 x 0.60 = 2,gg2 GF `� _ \ EJ.=g-� x \ : :/ GRASS: 4653"1 5F x 2/12 x 0.10 = T16 GF a.: TOTAL VOLUME REQUIRE g 720700 #3 \ � R _ _� _ :r, 89.75 \ 1 337PkK % /x' 730 ttoAnNc Ooc(c • I HERESY CERTIFY THAT THE YVATER SiJPPLY(5) AND/OR SEYrAcSE '- /I/ a (157 M N DHS rggLE'• • 9. / DISP05AL 5Y5TEM(5) FOR THI5 PROJECT YORE DESIGNED BY ME * VOLUME PROVIDED: /I/" T20.00 T'�1 .. M NRI ," / USE FRENCH DRAxN225 F = 346 GF _ '?':/�/ 69.20 © 4 : : ARAT►OJy D15 AT 5 / l: ' I �U STUDY OF THE 501L, SITE AND EiROUNpWgTL�CONDOR UNDER MY DIRECTION. BASM UPON A ITIONS,ITIONSAND '� 18" PIPE- 1."16 5F L GRAVEL: (6.4x1 5F x 225 LF) X 0.40 = 584 OF /'/ 9 . : I • • Q�}��M� K o \ /' /�/' 7.1 o B0''` LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK All/' /' ' / / % ,` ' DEPARTMENT OF SERVICES CONSTRUCT IN VA LEACHING FEIfJ7 4.D r 1 HEALTH SERVI ' y ks77'F'RV�P' S Zti. 720700 ©. 9.20 \ / 7.20 3� EFFECT AS OF THIS PATE. =,W:�,< 1� F t 1 /I/ 6975. 5 i t' + '. o kc•. �,, (21) IO DIA. x 5,00 DEEP POOLS = '7,184 GF Q o1•- -- Lip ' • ' \ 9.75' I /�/ ' * °° .�k•.Y.„ "f / y " \ ' • / ' APPARENT TOTAL VOLUME PROVIDED 5,164 CFU()/ MARCOINCIDENT WITH er. wn i _ BULKHEAD -- � •\ 7777 _ -._- -� ,-�`� . ! 1 � /I/ ', K�•� .�F� a 11 .820.00 / 350. 71'P 'm . HOWARD W. YOUNG, N Y.5. L.S. NO. 45843n r ' P - ! \ T' 1 4q �► / `t THOMAS G. NiOLPERT, N.Y.S. P.E. NO. 61483 . J11. - 1(.94) 10-b1 ' •IO 1 ?\ a EL=rg IE+6... a :� //'/��'t 1 �" DOU5LA5 E. ADAMS, N.YS. P.E. NO. 4bot"7 pl DEEP P 4 F. . . ... .. .. . 9.75 Ile !!J o 7777.. '�. \ __ - - - - _.1 1 7.10 SURVEYOR'S CERTIFICATION .... .. / 15j�\75y,,roN.sE?TrG '; 2 y' t svi, TIE LINE ALONG TANK ',�' n APPARENT HIGHX10 �SE _\ LEAG�}i '� ` P ! /�/;'i ' ',; �"z WATER MARK • I FAY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING BoarD 1 STOP F'A4G /�/ �+ BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY us AND/oR MH AG Y \ "ArvsroH j ,� Q ! °" UNDER OUR DIRECTION. ILDING oo°° . . .... ... .. . .. . . . . ..... . ...... .. .. ... 49FU�4 IVO'g \ "- - - a`L� . O Too'IoM 1 . . . . . . . . . . . .. FFF� : s. / .0 ,' o� WETLANDS ez' CONNED T'ROoP �a • RUNOFF To ,tQ i' YS LEACHING ; �' { / POR poP�cTUR,gL PLANS (2!) 10br '� A+ 0 ; LOG A.xs,�t T14.00 ATIONSj f` 89.75 ~T 9' v . INLET y�..... © EL=41.00 /. t HOWARD' W. YOUNGN_ . , 5. L.S. NO. 45843 `. 0 10' Z►. ...... .. T12.00 / /� Q�Q rN B9.55 ; ,• ;tib' •• .'' ,, , t >..� . ` _7 10. ® e ( @ e INLET- 0• ' \ ; i 70 TIDAL VEGETATION AREA S .p0 1S")HDP STO V BOAT 5TORACGE BU LD I NCG5 79.85 CONG 10 PA LEND b 7.20 t ' (,, V EDGE / V 5TRONG'5 YACHT CENTER 89.35 RETAINING, :928 . �+' 12.00 <: • : '."'i ;• � .t •. '. MALL 12 Aph �� i } � OF MARSH TA#4 .Ba. = 52'6M MJH at Mottituck, Town of Southold 10 0 R!M=10.00 11 (r3) 10�r a. �or.o +�°' ,� / - g � 11x_6so A.x425=per, v' r>==� / `.:, `� Suffolk County, New York 11.00_ . _ ._ . POOLS X50- 8.00 7.10-x,�/. cpq + t it 7. AID 5.2 : � =' GRADING 4 CRA I NAGE PLAN 7.20 �r EL='1.00 68.70, .. 'c'_ T11.00 l �a �6. 88 `^^1` `., a =5.50 3 Bs.35 �$ . . . :• 4'['OW59 :IX::.;1 1000 106 06 10 S 106 eros 06 L �'�`G� LINA B8.80 '?? TAT I : ' ;`° County Tax Ma a(t t 1000 s•�tr«I oc 13.4 P D(W 7777. . • pp /�. s `� :~ "Y•N �A11, �i MAP PREPARED JUL. 03, 2018 �,.' now or formerly 12 14 NN 'N 28 30_- \ .. n` or former) ° 'Russell Zellner S " " oW y (2) 2K �; ' - / . .. . . .. . . . . ... . .12 ,q� ALLON LP \ . •. -•;. �.. • :• -. .< . .. •i.. , � .�•. o Record of Revisions Denise Zellner Anthony J. Demaula G D TANKS /�_� 2 REVISION DATE I Q Dorothy A. Demaula i N \ ' TOS. NYSVEC NOV. 20, 201 subdivision Map Of "Shore Acres" o N N a N m t � NYSDEG JAN. 02, 2020 filed on January 3, 1cI14 as Map no.41 �,_ subdivision Map of "Shore Acres" 1 �0 filed on January 3, Ig14 as Map no.41 hl RECEIVED / MAR 0 9 2020 40 0 20 40 80 120 m Southold Town Planning Board Scale: I" = 40' JOB NO. 2011-0165 maven! (T SET a MommmT FOUND Q•STAKE SET . STAKE FOUND DWS. 2011-0165_site plan 3 OF '1 (1)UNAUAlOR@ ALTERAAOM OR:1001100 m TNM SIMIEY R A NOLAT10N OF SEO'R01 72"OF AE NEA V=STALE EDUCATM LAA.(0 OSTARM SNON IERE01 FNOO PAWERI0 LNC m F70'ND SIR MES ARE FOR A VWM KMI NO AW NC'IT K USED m E AM- �dPEATY 11lS 00 Me Ofl'^"F i•010EL(3)COPES OF AIR 111011 YK MCT BE�NNQ ilE LANG 9.ef\Ev9KS MID f.A.at EYB06�D SEK 3UR.'-NOf A COI�F1m m A vND 1RtIE OOVX(a)ftNIFIG110N NOCAYED NOEOM SHALL NUN ONLY m TSE POISON FOR 111100 AEE SUNtEY R PREPAFED NO 01 IAS SOIMP m INE AAL COMPAMT.GOVOUIIERTAL AENCY AND 1EMNG RISRIUTIO/1131!3)WOK AN,TO IM ASMI OF UE WOND NSIITUROI CL FK-x-045 ARE NC-•ItAwSI UNTIE m A00I MAL ERAT-'SO":0t ANSI On�I (S)TSE LOCA-C.OF-cis(w).SO'T,C TANGS(SJ t ts�00!(CA)SHOWN NOEOM.W'FNM PALD OI�RYAAd4 MO OR DATA OETMIFD FNOY OA6tS 400 Ostrander Avenue, Riverhead, New York 114101 tal. 651121.2303 Rax. 631.727.0144 PARKI N6 CALCULATION TEST HOLE DATA adminegoungenglneering.wm N i- 61305P E?IC.E ou� a ARK1N& RE �0111t� I REWIRED 9/19/10 SINGLE FAMILY DETACHED RESIDENCE = 2 5TALL5 B1 B2 Howard W. Young, Land Surveyor OFFICE = 2,7702 SF o I STALLAOO SF = 2*7 STALLSThomas C.. P MARINA = 40 BOAT SLIPS o 15TALL/BOAT SLIP = 40 STALLS $•`1O ,�,� OA` ELs Ih M IXM °A' Douglas E.AAdams, Professional Eng eer SANO 5TORAOE = 167,617 SF o i STALL/1,000 SF = 168 STALLS 1s LOAMY O3, Robert G. Tost, Architect :25 EMPLOYEES o 1 ST = 25 STALLS W �� E � PAL! PALE Robert 5tromakl, Architect SROM B� I TOTAL REQUIRED = 262 STALLS FINE FINE I .: 1 mSAND . �' � '• �. rr I°�JCIN6 PROVIDED � 5 6W EL=1.4 1.6• 64 EL-1.2 6.4' ( ZVI TOTAL PROVIDED = 57 STALLS wn 1N ; �1GEO 1 GOX %`J SANITARY DESIGN CRITERIA 4 CALCULATIONS 14AWICAPFW PARKIN& PROVIDED = 4 STALLS ' MATER IN PAI E o � •: / "' S 9RD�1 FINE 'oRQM�TH15 E 15T1N6� FINE FINE$No l -.1lfi L-.ri ?did\' � SEWAGE DESIGN CRITERIA swv (sP) o :; \ �'g ITER MANAGEMENT ZONE = ZONE IV I (SP) 19 0' ,� \ '�T • �• '. '.\'• '•,'. •.�•� . .• ,o METHOD OF WATER SUPPLY = PUBLIC f \ O ALLOWABLE SANITARY FLOW = 600 6PD� GPD 16.4620 AG x boo 6103)/AG f 11.0' \ .. '..:. •• \ • •• •• ..�`•• : I : -� : , PROJECT DEN5ITY SEWAGE FLOW EXISTING POOL, :: : : : ': 4 +e �� = 500 6PD E3UILDINIS USES &ROSS FLOOR AREAS (GFA) f GONG. PATIO t 5HED : : :( :: : ( ' , ( •' "- "V.. �g Dom oFFIGE_ 2'T02 5F O 0.06 &103)/5! _= 162 &PD E:XISTI f TO BE REMOVED ` : : : .�I :: : (:a. o - y ( 9' +- t �� MARINA: 40 BOAT 5LIP5 0 10 6PD/BOAT SHIP - 400 GPD EL DG. NO. U5E GFA . W Eo STORAGE, 66,117 SF a 0.04 6PD/9F = 2b`5 GPD nOw t, NEW BOAT STORAGE: 101,500 SF o 004 &103)/5! = 4pb0 GPD _ O I STORY 1,610 5F �/1 q 1 er fY Or TOTAL DENSITY = 7,567 6103) RE5IDENGEBosco/ 1 : I: I : : ! : a• "t . do 2 2 STORY 2?02 5F Ohna SOS, 4 1 : ':. !OFFICE : !.1( ' li ,'� ; " DESIGN CALCULATIONS SANITARY SYSTEM NO. I I STORY {:( : STORAGE: 66,117 SF o 0.04 SPD/SF = 2,645 6100 a STORAGE 17,520 5F I ': . :::( :: ::(:: ( " W U NEW BOAT STORAGE: 101,500 5F o 0.04 6103)/5! = 4p60 GPD 4 I STORY EX15TINS re AOR ' ( (.....I..I li , ,� . f: ':: :: • . (.• •• •t �' TOTAL DENSITY = 6,705 GPD O STORAGE 1641 5F IRRIGATION ! - PURPOSES ONLY !::: f: ::: :: • . (' 't 5 I STORY 341 5F (. :: :. f ;. 4 STORAGE (::: (: ::: f ::° •, ' SEPTIC, TANK - �s� CONCRETE f:::: f �i `t REQ. 6705 SPD x 2 DAYSI STORY 13410 GAL. 6 STORAGE 10,786 SF z RETAINING (' f:: f::. % : ,1t t USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 GAL." STORY 15,076 5F \ l :: (.::: 1:: �. :: t'' !1 LEACHING - O 5TORA&E 9,I \ f :: �/ ' REQ. 6705 GPD / 1.5 OPD/5.F. - 4470 SFSWA I STORY 740.00 "Y \\ 6' Fi 746. / f '. l. . ' 'J , d 22,425 5F T40A0 16H l , p O BLACK �� 2K 6 /:: : :..:. . �': LEAGHIN6 &ALLEY SIZE: STORAGE r 742.00 \ VINYL GLAD 1 ABO'-" ALLON LP / '� '�' ': ;' }t._4' 4.75'1^1 x 850L x 5.00' DEEP = 1415 5F5WA P�20P05ED - 1 _ cr- v ND TANKS . / . . J m t 4 `. T44.00 T46.00 \ ''.: ,F_ _ x•�{�.,: (B��N �7'A!N 720.00 i :�- • • �• :l:�i '� �Q ,fit ,� P USE 5 &ALLEYS ® ?9.5 SFSWA EA. 3418 5F5WA" MOO. NO. USE GFA SSS`"� �.,�_; � = <<: � T48.00 � OTHERS) IN6 WALL 89.85 STORY to \ �, -• ..-_. % .' �. N 1 " g 441,000 5F ,,, t > ,�. - _ •+n..�'�..,~ . "" ��:kr{.' I • ,�-<i�" � :� • •i'' a O STORAGE _-per -- - , ;;;:>,`' RESTRICTIVE C�7�TO BE F:EGORDED ON THE PARCEL T50.00 / /':/l T10.25 � i " SERVICE TO REDUCE THE DE-916N FLOW. i' �- STORY 89.7 s1 \ 52 5F 8 *: :..A .. ci x,500 Ni 620.00 DOCK 5 STORAGE 'K \ 4x /•, Q ::•.:5 T ' DE51GN GALGULATIONS SANITARY SYSTEM NO. 2 • ;= \ 375, .,�, „ .r.. ,: 9.75,•' .�� END STONEBLEND , � \ r ,�, _ _ :: , ` Ip'': ;"i. 41 PAVEMENT s ::, 162 GPD \\ . +1141 m OFFICE: 2,702 5F o O.Ob 6103)/5! - M., o /. 3 MARINA= 40 BOAT SLIPS A 10 &M/BOAT SLIP 400 6PD 820.00 .,.. :1 ,._ : I r 6.90 + �• 8•, �, � o .• •�� _ \\ _ 820.00 •„�,_„_:,�� °' -;•.�; �/J �0 TOTAL N'R�OP05ED DESIGN FLOW = 562 GPD 0 g I s`' ^. '.. •, 't t �y SEPTIC, TANK v Q �• 1 /T1Q00 J�I': ," � .'} . • ,, p9 :i J i J az u�I 562 NK 8 DIA. x3)4YLIQUID DEPTH 1200 1124 GAL. \ • /.�/ QO -PROPOSE �. D `\ BOATS p w 1 (��y .� �. _: �' 7.50 LEACHING TOr'W o Y _ \ GE BU �= r . i. ::. .. ;. ,' :� t' LEAGHIN& 6ALLEY SIZE: U -, = \ ,-_` ILDIN� 4.75'W x eso'L x 3.00' DEEP = 795 5F5WA V s52,50 \\ ( \ 'FPEL=1 f : .'' /' :/ ;�' � , :t t REQ. 562 GPD / 1.5 6103)/5.!. = 3'15 SFSWA \ 1 �•00 ( :� /' •' `''` / }ep3' USE 5 GALLEYS o 7415 SFSWA EA. 398 5F5WA \ f / •• / / 7.40 620.00'• •• .• r; j ,.., '. /s2 1 r EN6INEER'5 CERTIFICATION B9.75 , SFTB, I { = } 7.30 FwAnNc ooac . 1 HERESY CERTIFY THAT THE WATER SUPPLY(5) AND/OR 5E iA6E I K R �G 9:95/: RAMP DISPOSAL SYSTEMS) FOR THIS PROJECT WERE OM16NM BY ME 4AT -�• •f: w: .720.00 : ^Ori"•�", ` t •'". : M1NlIy(,fly TABLE' ,Q- �• ':.)M1=t'` `•i y, OR LINDER MY DIRECTION. BASED UPON A CAREFUL AND THOROU&H • '; 8$.20 r: r ! A�''4TlOrt DIgZON r'�- /' '/ ��V, :!,#r -t' 1 t t; 5TUC3Y O)F THE SOIL 517E AND GROUNDWATER CONDITIONS, ALL ��` '�', SFS t' eo LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK f1 iw ,,* `"' _ .. u•a-../.:. I . / � '': } 7.10 " F DEPARTMENT OF HEALTH 5ERVICES CONSTRUG 4r.�'T•ANt IN T 5 4 yin �. kn,,,f, -- '' EFFECT .A5 OF THIS DATE. •�,•c` w',a. ]�..+e; e: 9.23) y''e... .s } j.•�-�� i. j / 7.2� t . .Y��°°Y•.a P. L,.. t°..bK•+,r.. 720.00• ,• _ s' - / ,' ar ,[ { U I¢` '139.75. j� , E �• -�_ •/ }' c�.:� >t}i PyR f Q -- 6975, ,. ,'�.;"t 1; ,-.. �"ti 9.75 1 •1 �; i j w �, •. Gg `° ✓, ws1• .� a i4 aitst;f .ry • .+,.•`...! a \ / 9-• �� r• ,,, './ _ <. i< �'s�".`. • / cOI/ U APPARENT HIGH WATER ^•;f,,(" „ ( ; . ... MARK IN COINCIDENT MA1H 8£• �' :�;•• - 1�"` t'.r��` am, °-.,�- ..� s _ ._ ST/ • � BULKHEAD :r.•�� "�,,r� ,h� tl m • -L. -/ / t \ <`IF ' •,.w ",^+•~ "°$ •_,' ` L. I-... +r q .. / ' /. ! ,` f ,'' 11 ji�I"-i:`II•✓`!'N1ti.✓ ••. . ... / ' 350 ,.�..f '"'"yE,rr'E,Rr: �v .20' ,Y ,i• �,t• HOWARD W. YOUNG N.Y.S. LS. NO. 458415n µ • '.r.�D, fi 1"_'�"®tl •�Y h e` •82�.�) •;0. .• ; :• f E` = ute:y`r.. . . C+� ... ` I •/ 1 •��r ,,i S ilk, a+•'° Ort i 11 t THOMAS G. WOLPERT N.Y.S. P.E. NO. 61485 r (, ` x :.w�„'` :/ / / ,;. DOUSL E. ADAM5, N.Y.S. P.E. NO. 8084? °`'.r•, : / / ; i ^s�o \ . .... ... . ... . .. 9.i5 ( I' ' `:,' / SURVEYOR'S CERTIFICATION / \ _ _ ..L. : 7.10 "1 SALLO i t/ TIE UNE ALONG ..'• , is ''' ' is Fl c 0" -•LY / X 75W x•8 i'T ;; :,, p$ APPARENT HIGH . I HERE5Y CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING (5 N � / :a �x 3.ppt'TANK a.. . f '' ' ,try`$ J9 / t.`1 Y 1,] WATER MARK i . 9pos \ LEAct�lt Dip f s '"_ BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR Baal�t ED� 1 STOky ;, �z Xp, G ,, fu, 't. f dei ,t [� � UNDER OUR DIRECTION. x ) .� . . QRgGE BU 4�. .DiNG N�• \\ // e y -F� O 100'FROM T 004 s `- --- .° / �"° i' WETLANDS Cj T14 0 s. . 89.75 Q i ]�.� HOWARD W. YOUNG, S. LS. 45895 Z P .. .... ... .. .... T12.00 a sr_'LT ._,•r"- / 7 1 v ;5 i t i,' p 1 :T YS ice( 89.55 `� ° _./-•d`.°, c, T1. `, ,..? , ;, ,' '- x i�f- x 10. @ 1'" !! Ir�r« r ^+u:' .�` ' 60,s. ! t l/� t TiDAL VEGETATION AREA T ".J' ...,.,dr:•..n..I h , •/ • •als,. } t a+ /4u_ 9 g , t I50AT 5TORAC7E BUILDINGS 1.00 -' �._„t`' :a°1 " y .:' S 1 7.2D t \ •gyp /� �,/ /� j+� T9 85 GONG � 10 �..:.e {r(� r �•N 9 28 `' � t t' 5 11`0��715 1 !"' GTT I CENTER Y S EDGE OF MARSH 1200 69.35 �L 1NING '" S �x t �ry ; ®; 4. �. 712 7 OJ`4f' ,`ry at Mattituck, Town of Southold = a 0 0 11 -` <: _ .•::::, - �r✓ .c " .Y t - Suffolk County, New York t2 " : 7.10 o \ _ 11.410- . _ ._ . - _ s 50- 8.00 1¢; +r�Gam,` , ; t 7 / T UTILITY PLAN - "" �. 1 10 �.. 68.70 ;,; 7.20 S o 12.00' .. .• --`_' ----.: 10.50 T11.00 (^ ' �a 16. .H8.75.. ,r. n. o � a. �. ��:Mme'; ^ 1000 106 06 10 o B9.35 �8 o SETBACK L i NE X00 .A _ ::: _ _ I - `� County Tax Map DI9w�c 1000 s.�cl�, I O6 elm 06 Lot 13.4 k) 0 i .� ,- .... . NrN15•w,4Lf:. �''. . -I r..� Y x� .x 'I MAP PREPARED JUL. 03, 2018 o 1Z 14' 28 � now or former) '4o''r: +ry y now or formerly (2) 2K G \ '. o Record of Revisions Russell Zellner 12 ASO ALLON LP • ' = a;� REVISION DATE Denise Zellner Anthony J. Demaula 4 ' _r rAN I \ ` TOS- NYSDEG NOV. 20,2018 1 11 A Dorothy A. Demaula N n N \ m $ . 14 NYSDEC JAN. 02. 200 020 subdivision Map of Shore Acres �" i. � 9 filed on January 5, Ig14 as Map no.41 subdivision Map of "shore Acres" filed on January 5, 14114 as Map no.41 RECEIVED ' _ MAR 0 9 2020 / Z \ soutr�oid Town i J 40 O 20 40 80 120 Planning Board Scale: ill = 40' JOB NO. 2017-0165 DWG. 2017-0165-site plan 4 OF 7 =MONUMENT SET ■• mow-ma FOUND • STAKE SET A•STmx FOUND 1 �0 1 unld gals-s9lo-Lloz -9Ma 8910-L1oz 'oN eor C, 10•b = III 'a'Ib�S -- --- � � z / oz1 oQ oto Oz o o� ED I-VOU CION SO 'b l b l 'S F-Jcnuc- UO p0114 / sa.a� OJO�J O do U01GlAl ns Ou CIO SO RJOnun uo a I 'd "1511 � W .hcl � Its' W 'f�lbl � f p I.4 � 1I sa.�O a�oL�SII �o d nN uOISIAIpgns b nnLua h o�o alnbLuaa FiuoL�iu zt. . .. .�au11aZ as!uaa l \ \ FJJOLu.�O4 .jo Mou .. . . . .. . v Joulloz Ilassn2 / 31'do NOISVA321 I \\ '• '., \ — — _oc 8z ,�N3 ; a( hIJOLU.�O4 JO MOU SUOIGIAO-24 40 1• _,3 1 bloz 'ez loo a321dd3�d dew \' .''•.; — — — — l o 314 I >IOb'913S }0i 110019 ua}oas }ou}s10 Clo XD h Uno •t�'SI 90 901 0001 W 1 OI 90 901 0001 tt!1•t tiro >�4 i f — _ — �\ _ �— . — . — . / .�— — -- — — .— . — • — x —\ ,� u- o k,.f t �I t;\ �50�} �l l� I •4� \ :w��\ A n,�,.,µ� ��y...r °.'q Wb�^"'. 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(S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(W)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 ' 3 tel. 631admin� oun fox. en 651.'7:27.0144 nel-7 O1om I I \ y 9 9 9• L _ I 0 20.g, U J RAMP �OAnNG DOCK Howard W. Young, Land Surveyor Thomas c. Wolpert, Professional Engineer `IS a Douglas E. Adams, Professional Engineer Robert c. Tost, Architect 60.3. g0 U N Robert Stromski, Architect w I 4• .� TREE INVENTORY 5UMMARY WITHIN AREA TO BE CLEARED (b" DIA. AND GREATER) � SA TREE NAME QTY. a OAK 346 ao w s v ELM 8Q BLACK LOCUST 43 5 CHOKE CHERRY 15 0 10 01 o TOTAL = 493 / N RAMP N Y = EXISTING TREE Y 7 v LECTRIC INFORMATION PROVIDED BY OWNER 01 SERVICE �� Ca FLOATING DOCK 0 /`� -F �' J 3 o o m 4, 3® 41 4 0 � 0- 0 60.3• ly ` 1 C0N0 kq4 o=U. � c� SMP FLOATING DOCK T 41 4� V.S y + 0 - 10- 1 0 0. 01T 0 41 {� T ryh Q C14W 'C2o o� 2,Q ., 01 10 0`- �m 4, .0 01 10 0. 10 0 01 I 0 ?N VIVO 6°S SURVEYOR'S CERTIFICATION v 7-0 (r,- 'o 0- � s o 01 0 01- 10 0 k / 10 ✓ ryh. m 01 -0� � G,pq� 405, �. 0(- N -- VV s10 n HOWARD W. YOUNG, .S. L.S. WO. 458x3 O SAND o / o0 BOAT 5TORA6E BU I LD I NGS 5TRONV 5 NrACHT CENTER at Mattituck, Town of Southold b 5uffolk County, New York 77 TREE REMOVAL FLAN 0 N / M RECEIVE - 1000 106 06 10 JUN 21 2019 County Tax Map District 1000 Section 106 Block 06 Lot 15.4 0 NL Southold Town MAP PREPARED MAY 22, 20101 Planning Board Record of Revisions REVI5ILON DATE - mi 40 O 20 40 80 120 Nn scale: 1" = 40' a JOB NO. 201.7-0165 DWG. 2011_0165_site plan I OF I O - moNumENT 5ET ®= MONUMENT FOUND A= sTAKE 5ET ®- STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(D)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TTIE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)dt CESSPOOLS(CP)SHOWN HEREON ARE FROM FE1D OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 0 -' �O, OV 0 117.0p 2�Q. WIRES i I I BEL -77 GIAN BLOCK q / \ I `-A•;. I. °� 400 Ostrander Avenue, Riverhead, New York 110101 �0"E oR/V : I : I ' ' ' ' 1 I tel. 631.•727.2303 fax. 631.'727.0144 fWgy adminoyoungenglneering.com FENCE co / °� N \ O 68 O '• I . 1 . . . . r I 2 O. RAMP FLOATING DOCK Q :I : 1 : : '. j Howard W. Young, Land Surveyor \ \ \ 1c02 Thomas G. Wolpert, Professional Engineer p N� I I ' ' f / Douglas E. Adams, Professional Engineer ' f / Robert G. Tost, Architect \ oURe � • : : ..• ,.\ .. •.•.. .• I •,• . : : ;� I a Robert Stromskl, Architect OW1 1 I : 1 '• : '. 1 ;1 so.�'f lit/'J 1 I i . , \ • • . . \ • . . . to 1 \ '. '. \ \ • • '. '.\'�a• . N1 1 20.9' �L L- RAMP BOATING DOCK I : : : I: : ::: 1 . •': :I Lu SHED R a orf I I '' Sal d) Donn, sos e y N O I I ; ; ' I I ; ' I �� 60 1 a zd) C-ala 3 Q0 N78Dlo,00HHW �oscola N n f tt t \ �� I::,::1::•:.•.1..;:•:/::: 1 . .;i' �, •. � Fey_ w U a 2 \ / so'a'p• . . . /.':••� O ,i � gary ' v1 i m \ J 1 Oma\ \\ /// /, '.'I;':.' N RAMP / .':• . lA x — 401 ELECTRIC h� lj - SERVICE Cil — rlz ao � FLOATING DOCK 0 1= d 2'38"W �Q \ '. '. •, I •. ' \ ' .9� •' / •' /:.�:':�: : •� r` 58"1 I \ 42.38' /,. (�� \ • •, ••' ••'. • •. \ ••'.• ' • • . : \` ••', ••'. . . . � -4t i � •��•�::•:�...:�.�:•�'..••':`:••�:' _,� �, sls°.,01'11°w 26.21 GO \ \ I : \\ I iAx /'•'` /.• .•/ // `.,t� i ,L 6031 co ENGINEER'S CERTIFICATION os. — I \ \ I : : : : 1 : I. . , • / l l I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE \ D15POSAL SYSTEM 5 OR THI PROJECT wE IGNED BY ME I .•. /•'.'.••' � . r,• O F 5 T RE DES gq. . . \ I : f /, l . . •/l JNOJ� v°2 OR UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROUGH FLOATING DOCK RAMP 5TUDY OF THE 501L, 51TE AND GROUNDWATER CONDITIONS, ALL I I \ / ',•.l LOTS, A5 PIROP05ED, CONFORM TO THE SUFFOLK GO 94 . . . . .:. . . . . . I �� TAND IN • . .. , 1 . •' . \ ••:/ DEPARTMENT OF HEALTH 5ERVIGES CONSTRUCT 5 I s EFFECT A5 OF TH15 DATE. . . . .. : : : : I /, ,•/, 0¢.,, y sF n� �,Ma�<.I •iAa w4 � 0 \ ,,: �',,��`� mow„, �"�`�i�''•�.".'' \ •/. . ,'. / • : tel" . "" APPARENT HIGH WATER / : 8F. . . / \ . . . l MARK IN COINCIDENT WITH a �'rr•.a '� 1 /,�� / \ _ _ / '. / ,' : / : I : s` 3' BULKHEAD . . .... . . . . . . J . . . — — / / \\ \ / / 1 I 1`' HOWARD W YOUNG, N.Y.S. L 5. NO. 458013n �p o. 6Th • •. . . / h.t`, �� ` THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 AVE / I: �}! b 40°21'38°E DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808017 \ \ I / 17.32 _ __ _ j/ 1 • •� ''}• � 5 ,,G,, E, RTIFIGATION . . . . . . I , `� SUR1(EYO / — °58'3 / — — — — — — — / BOUNDARY AND OPO RAPHI • \ \ J I / ° .�88•'7c1= 4 I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING // \\ Ra . . / o p=� / t#�y�� o TIE LINE ALONG UNDER OUR DIRECTION. GAL SURVEYS MADE BY US AND/OR / — — _ // \ �' o N APPARENT HIGH ti `r c�2 WATER MARK % / � — // \ / i 406; 4' . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . \ — / 100'FROM �o G �H )U,�', £,/ \ / // WETLANDS aj U� °p 4 , ,�`ti 01 P e c.� , ti U ZZ d-rry / /•' 1 t Q - HOWARD Y4. . . . YOUNG, N5. L.5. NO. 458013 L�,p.�p W z� Otu 107 7q I / / / r I / ,,j 0 1 BOAT 5TORAGE BU I LD I NCG5 4 'T' 6-7 6 / ` t , S TIDAL VEGETATION AREA 4�8O .': I ,'` ` v 5TRONCG'5 YACHT GENTMR o� �0 '�`'� l ::::: �.: . � 'r at Mattituck, Town of Southold Ea EDGE OF MARSH / -5I •.� ,• ,• : I ,3" V Suffolk County, New York A � m -0°mry EXISTING CONDITIONS MAP 1 XE O Z 1000 106 06 10 o� . — I County Tax Map District 1000 Section 106 Block 06 Lot 13.4 Sl — — — MAP PREPARED 42.60' / .... .. . . I MAY 22, 20101 'y -14.6"i' 6134 ,1\� NSq W. 9 586°10'20"w N87°36'50"W p 182.66' S-18Gg0 2�2 . . . 1a N80 27 O N58 111,E 30_ — _ :� \ \ ,/(,' Record of Revisions now or formerly ° 4O N `� °2c1'5o +ps ' ��7 ��.. \ .. RECEIVED�` ED REV15ION DATE •• . now or formerly •' / Russell Zellner " '. . . .12 y W'. Denise Zeliner Anthony J. Demaula 1 \ , : ,0 JUN 21 2019 / " . r Q Dorothy A. Demaula I N \ s. o I-- I CN N \ { s N Sout of Town subdivision Map of 'Shore Acres�� N N CNN ` �z Planning Board filed on January 5, Igl4 as Map no.41 �. subdivision Map of "Shore Acres" 4 1 N filed on January 5, lcfl4 a5 Map no.41Iip 40 O 20 40 80 120 0 / Z 5r-ale: 1" = 40' CL / JOB NO. 20,17-0165 DWG. 2011 0165_site plan I OF I �n 0 U � OF NE o � 6 w x w CIO p z * �1 m Q 0 X261 073A9� Pv �°ROFESS\O� NQ w r- i y i W �/ o w � z � � U C/� Ji w C, "a > 0 3 M IFo- 0 W ,--r o c UIS E UJ o UJ Q � a LL � ' I I I 1 III II 1I ' I II � 11 I I III _ RECEIVED I I 11 NATGH LE6�ND. 1 \ I I \ APR � 7 2019 s $ I 1 LANG. NEI61iBORIN6 PROPOERTY � \ Sauthald Tovrn N \ NOW OR FORMERLY , o \\ Planning Board / DAVID R BO%OLA I DONNA M.B09GOLA � \ \ \ \ \ 1 SGGTION OF WALT.TO BE NATURALLY V�TA7W �— ---- PROPOS® PLANTINGS - \\ NO FILLED WITH TOP SOIL / \ SEE LANDSCAPE SCHEDULE (THIS PLANT SPECIES SIZE AND 80-ASI-FOR ` \ - + _ . SPAGI IRI+D. •4 I I GONG. +�) I I + SEE DWO Nm2 PLANTING 6 - + / DET IL5 $ '\ N � 0 20.9' J (Lp,MP EX1551N6 F1.DPTIN6 _+ + I + + + ++++ F++ + I t / Q + + + �/ / I 6RAVEL CO a N of N SECTION OF WALL TO BE LAND5GAPED / cn / ,,1 6 AND FILLED WITH TOP SOIL =IION-OF WALL ) '/i�� '. I3 `Ck DI51lA�, A XIMATELY 13'70' LONG \ ljjl� I ' PP�RO , / �' ELEC SHALL BE Fl WITH�OPSOIL TO ALLOW - LL�D� 8• � r } QA , ,� POR SEEDING BY AiI1�DLIFE \ �\ ��i01p»W / / - • \ —� ` y / 'O1" �,i c • I, \ / END OF PROP05M C ,'°S aIN J,1f4 � FD \ \ \ •?OIO , VH.CHAIN LINK FENCE zinc \ (BL-AGK VINYL) QA Ea. EG. 3-PR %/icy A6 \ \ - I , 6REENFIX E R05ION CONTROL BLANKET TURF REINFORCB�f MAT • ! -- ! ts 2 I \ \\ \ �`��_ - N MODEL: GF62000 6E06RID � - - .a.y= EVERGREEN RETAINING/ t�S,• _ 4 'I REINFORCED GOGOMIT EA. Y OWNER) _ Ap�� /� 1y _ TURF BI,.END FUSION TO B):DETERMINED QA ��14c • aUl a,l ULA OF� `� � �B WALL 5� � rn N(BLEND + Q NS 3nc', BLANKETS+ TO BE INSTALLED PROPOr�"D .. . __. . . . _ . _ . . . ' - . . . . - _ AGTI�S INSTRUGTIO �• y � %,1�` � ALLED PER MANUF PROP: •''. -. + Q AND EL.BLANKET DETAILS D EVER . _ -._. _ .-. ;�GTION OF WALL RET.WALL. --_ 46 48 -48 32 � _ + ++++ +++++ , � E (MIS WG) 0`. BOX.CULVERT _. Jlp 46 _ _ •- ++++++ ++ ++ ELfiEff dIC PROPOSED APPROXIMATE BLANKET - .x(700 SQ.FT. APPROXIMATELY ±144 LONG, + + Uy _.'�.g. _.:_ -�1Y11 - Y-,.-Y--'_' _ _ _ J G ./111 _ __...,11 _ - ___ __-__- _ + + + -` \' , I TO - J o . . PI WITH T L ' SHALL BE LLED .. -. - _ , • WARD � + 6m� ' . . . :_.� t..'". :: EDF- T nn�� „I,O,•,- ,�v + a•. FOR SEEDING BY WILDLI Borrow of Ci OP. 2-PR_-: D �Q}QjED L,4N�yygRD PR AMP H.G =,' - w _Aifc- + vu4 %nn PRO'POrJ'm c n- - �GE OF r 1_HAIN 'J n,� J v - + + + + + cul ' �- yQ %nn _ OF �Ir�,C+ - E' - - + + + c auI - - EXISTING PROPQ$ED K V 0n,c . . + + - - 7 ERS ION CONTROL MEASURE + + !ALL 1570RY p'w. "4 •c + l� d • U� l CONTROL BLANKETS IN , ., a zoo + + �. INSTALL EROSION�� n, � + + l� / Y � E ECTRIC r• / - + METAL BLDG ¢ r S RVICE -AREAS WHERE SHOWN. / DISTURBED + , ,, �.• �",` =� .,, ; '. + ti,_ + 0 . " 4 � i ION CONTROL BLANKET TURF + ¢ NG DOCK s USE 6REENFIX EROS , - � - p` 0 TING FLOATING , b + o F 3 _ J y m v. M 5 REINFORCEMENT MODEL•GF62000 GEOGRO REINFORCED COGON)T W/ / yJ h' TURF BLEND FUSION(BLEND TO BE DETERMINED BY OWNER) _'em .y�' I 4-PR,,i� „� / o 3 „ J�'M '=' .�,' FOR MORE INFORMATION AND INSTALLATION / PROPOSED o a ww * N REQUIREMENTS SEE DWS No.2 LPtAIDSCiaPED SECTION OF WALL / -• �,uc` � g / // APPROXIMATELY ±1577' LONG, PHOTO OFt A f 58 PLANT W/A MIX OF SHRUBS AND WALL JUST AFTER INSTALLATION .^ ' ” b CO SEE 'LANDSCAPE AND PL ANTIN6 � s _«,� N • 56 ,i,�.: �,I� ' ,,;,., ,�. 7 SCHEDULE,THIS W6. ��-• ll m REPER TO'BETA NIN6 - NORTH' _ I STORY / WALL m 54— -� PROP D -- ��,;,,' BOAT STORAGE BUILDING No.1 a CHAIN LINK FENGE %,/ins AREA: 52500 5F �l / �� i y "'a ' O (BLACK VINYU FFEL=10.00 52— �- APPROX 894 LIN.FT. •c _ Tom,, / O y d",- •s* e 'm 4- c$x>'tP'w"" Mu'k }.. 50- 4/1� },I/ �O 60 , 3 �A a :I k yx* pJr � a✓ V 1 p.'er .,0 X11 .`^'`- ,5/,n\m t ,I/i :T +• x "�' m ,.'A�i°"'y$s,'n ',.-sF'< X "• s ", a-'1`6;'•.,,;a O ♦ + I\\ 48— _ I,G m`c +++ ++++ + w )) I O gs! a •S"° bsx# xV + af' " + " + G alp � � w� . f�,.•. WmXx 46 2R7nr 4 C_ w:K ry. "" .�,,, "dap q 6.; 7-� nm + + + \ J c� EXISTING FLOATING D K # a x> * i L tx RAMP !R 44 + + � E } v. >. t re k' a8'ar3 ++ 37,50' .1 / -. .ate a spas , Ti&a°" 1ya:E ` QA + A O + + i EL , `..Ijf �' f •^ _ � w-:" „S' f + ++ T' '!AF" As,t M y,i Y!r k �c#"' Y .`•' 4O + + - • Dine + + LaND.�GAPED SECTION OF WALL ,uy + -42 ni�F + + ++ APPROXIMATELY ±80' LONG 4� ../.. ".'ter . .• + d+ . .. ++ PLANT W/A MIX OF SHR M35 AND SEE 'LANDSCAPE U c� R w n + / + - 50HEDULE,THIS DWG. REFER TO RETAINING WALL - WEST' 40 , + 0 - `OLu � m /3$p0' WALL BEHIND FULL GROWTH VI`6ETATION PR.OPoSED EVERGREEN RETAINING WALL SYSTEM,TYP / —I 36' PROP05FD / / rk AND APE �JGHWU F � NaTURAu_Y vE6EraTED - f SECTION OF WALL '.'�. / �� KEY QTY BOTANICAL NAME COMMON NAME � P5 AGING APPROXIMATELY ±124' LANG, -! `� (UPLAND r!13 IOND TOP OF WAW: ENGINEER: SHALL BE PILLED��1TH TOP501L'TO � .' p' I '� z#'�y� 0 5HADE TREE „ ALLOW FOR SEEDING BY�WfCDLIFE $ ;; �. • I q N QA 12 GUERGU5 A40'0f,. �F NEW yo / $ PROPOSW I STORY \ go6, �,, ,� fr BOAT STORAGE BUILDING Notes EVERGREEN TREE ALB WHITE OAK 4 MIN GAL. �,P� 8O 9 / AREA: 4q,000 5F / 100 FROM ' �° PR 52 PINUS RIGIDA PITCH PINE 4-5 MIN. 15 OL. w *� 34 / " 2 : : : �.� 32 � FFEL=10.00 WETLANDS 0 JK �r 'f 3zROUNDIN6 SITE o OR ABOUT BUILDING ELEVATION: - a 30 28 / — ° z 26 �� — EXISTING I 02 EVERGREEN TREE 2iA �g9 / 24 �� / / _ 1 STORY EUJIL.DING �' PR 21 PINUS RIGIDA PITCH PINE 4'-5'MIN. 15'O.G. SOA 22 ' / ROFESS / / � / SHRUBS 20--- / , / VA T VAGGINIUM AN6USTIFOLIUM LOWBUbH BLLEBERRY 5 GAL CONTAINER VOL. / I JEFFREY T. BUTLER, P.E. 18 � 6B 7 6AYLU55AGIA BAGCATA HUCKLEBERRY 5 6AL CONTAINER 8'OL. END OF PROP05FD 35p p,' [� 14--- VH.CHAIN LINK FENCE .12— C) 2 (BLACK VINYU PR • QA O 7° ?S•D' MAININ6 WALL-WEST: (.I� •� �•�� , �� I S I 5HR 16 Z m 3Z // / s AG 10 ANELANOHIER CANADEN515 5HADBUSH 2-3 GAL.CONTAINER MIN. 4'OL. LM 10 LYONIA MARIANA 5TA66ERBU5H 2-3 6AL.CONTAINER MIN. 4 O.G. O Q Q° � 16 10 ILEX 6LABRA INKBERRY 23 6AL.CONTAINER MIN. 4'O.G. CD 0 I P 10 MYRICA M96YLVANICA BAYBERRY 2-3 6AL.CONTAINER MIN. 4 O.G. x Z } 10 7-VA 4 DP 10 DEMNSTAEOTIA PUWTILOBULA HAY SCENTED FERN 23 GAL.CONTAINER MIN. 4'OL. W ` /I 3` — r K HV 10 HAMAN'�LIS VIRGINIA WITCH HAZEL 2 3 GAL.CONTAINER MIN. 4'O.G. � �/ Z I �- •� � 3-PR rnNK \ gOs' cj / �,y 3-PR� ` cRq�F lig z C-RA55 '� jXL — , aWy o7•a av/y �n,F enc - Ju/y o \ pRi� U _ < I' PA 60 PENNISETUM AILOPEGUROIDES DWARF FOUNTAIN GRASS 2 GAL CONTAINER v GROUND COYER 9- • , o v+ NM*20'2o�t' ° , , � � ` —_��\\� • �, VA bO VAGGINIUM AN6UST1FouuM LOWD"Bu�-wRr 16AL.CONTAINER 2'OL. Z O 4b'1 40 ��:60 �' M I s z O •IO2O W 'I N8T°36'SO W nn `` g'IS � � 14 . 1_, 01N / �— �_ __ ��\� ` / 4 AU 6o ARGToSTAPHYlAS UVA-UR51 BEARBERRY I GAL.CONTAINER 2 OG. Q+ (O� — 12 / IVR ' b 12 tD N ry 28 M0' \ \\ \ \\ ` • ER 60 EP16EA REPENS TRAILING ARBUTU I GAL.CONTAINER 2'OL. � i � O 1— �_ I N c�84°2Q'� W PQ 60 PARDE NOG15SU5 QUINQUEFOLIA VIRGINIA CREEPER 16AL.CONTAINER 2'OL. N O I —12 3125 $5$srW � I G5R 60 GOTONEASTER WILLOWLEAF GOTOI�ASTER 16AL.CONTAINER 2'OL. J SALIGIFOLIUS REPENS' o � " N N o \ 5 RETAINING WALL-NORTH: I I o \\ JJffAGRVV/1IJJ 20 ANELANGHIER GANADEN515 5HADBU5H 23 GAL.GONTAINER MIN. 4'0.G. w0 O now or Formerly I now or formerly y I �019� LM 20 LYONIA MARIANA 5TA6GERBU5H 23 GAL.CONTAINER MIN. 4'0.r-. 04 z z AnthonyJ. Deman ul ff Dorothy 16 20 ILEX 6LABRA INKBERRY 2-3 6AL.CONTAINER MIN. 4 O.G. Russell Zellner ff O O < Denise Zellner A. Demaula I 1�` MP 20 MYRIGA PENSYLVANIGA BAYBERRY 23 6AL.CONTAINER MIN. 4'OL. a (� , DP 20 DENN5TAEDTIA PUNGTILOBUTA HAY SCENTED FERN 2-3 6AL.CONTAINER MIN. 4'O.G. V HV 20 HAMAMELIS VIRGINIA WITCH HAZEL 2-3 6AL.CONTAINER MIN. 4'OL. C-RA55 PA 110 PENN5ETUM ALOPEGUROIDES DWARF FOUNTAIN GRASS 2 GAL CONTAINER PAOE : ' GROUND COVER LANDSGAPE PLAN VA 110 VAGGINIUM AN6USTIFOLIUM LOWBUSH BLUEBERRY I GAL.CONTAINER 2'0L. AU 110 ARGT05TAPHYLO5 UVA4UR51 BEARBERRY I GAL.CONTAINER 2'O.G. BR 110 EP16EA REPEN5 TRAILING ARBUTUS 16AL.CONTAINER 2'OL. 40 20 O 40 80 120 160 200 PQ 110 PARnENOGI55U5 QUINGMFOLIA VIRGINIA CREEPER I GAL.CONTAINER 2'OL. GRAPHIC 5GALE I" = 40'-0" GSR 110 SAL1GOFaNEAS � WILLOWLEAF GOTONEASTER I GAL.CONTAINER 2'O.C. 1 1 of 2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TRI6TION5. EROSION CONTROL BLANKETS 4' 6" vr onchor8 trench �m' .>.' ;, Berm dots/blonkets should i V, be Installedrti lly M vertically VY F. qA �kai downslo e. '�f�. ar:• y,.'* e.¢[`9 `*�i"..'`.>�';`="':a�r,�Di'f�. 'r.9,�.: rid" '"�k"�o-:v` t :,.':!i'"'La' •IM1Y e'a. s Zdia 1,,3°'�'' 1 - i''`,:. 5HRUB BED K.�, ;, ria„ �¢. .: �s '-=►+ SEED�50D 01 ,, ..s..a ,� _' :i REINFORCED RUBBER -TOI ' # :z DOUBLE STRAND HOSE 2 PIEGE5 tp ♦ .•:SOP:• ..I.. / -�`""+ ' -/ / =12 WIRETWISTED C, ii✓ice/// dJ tw' .�e yfp G.: L TI NC BEd 2”TO 3'MIN.CALIPER VARIES) / b' GROUND 5HRUB5 Description and PurposBJI t // .aQ�4� � &'LONG CEDAR STAKE Mattings of natural materials are used to cover the soil surface �. to reduce erosion from rainfall impact,hold soil in place,and �, / r 'r°a• >;liter MULGH b"SAUCER NOTE: absorb and hold moisture near the soil surface. Additional) 2" to ! / \\ doth SAME PIT AN SHALL HAVE THE mattingmaybe used to stabilize soils until etation is y, 3" overlap I /� ��'\fir' �' �% o�oYe SANT PIT AND BALL REQUIREMENTS y Veg \� gaUrcO AS MINOR TREES NO 5TAKIN5 established. �{ ateC TOP SOUL';..:; REQUIRED. L005EN BURLAP a Implementation ! ! N� RUNK AROUND T � 'ovte__-'-' .'.. : ,r Material Selection -''" \�\ 3'MIN Organic matting materials have been found to be effective where re-vegetation will be provided � �""-� --''-_~' 7 �\i��\i\�i r i� by re-seeding. The choice of matting should be based on the size of area,side slopes,surface / G,...Non—woven \/i\\/�� // TOP SOIL conditions such as hardness,moisture,weed growth,and availability of materials. ISOMETRIC VIEW \ tabricgeoteun r ter (25%MAN I;V TYPICAL SLOPE h `/ / typic under 6' 2'-b"MIN. b' � � ,./�,\lam� typical treatment. MIN. BALL MIN. I�NF02RPGIED� DOUBLE 5TRAND it TWISTED Erosion Control slankets/Malts SOIL S TA B LI Z A TI ON �" ■ Biodegradable rolled erosion control products(RECPs)are typically composed of jute fibers, S WET SLOPE LI I I curled woad fibers,straw,coconut fiber,or a combination of these materials. In ander for an NOTES: NTS PLANTING PIT U) m 5AUGER RECP to be considered 100%biodegradable,the netting,sewing or adhesive system that 1. Slope surface shall be free of rocks, clods, sticks STREET TREES 1005& 3"MULCH holds the biodegradable mulch fibers together must also be biodegradable. and gross. Mats/blankets shall hove good soil contact. > ARouND TRUNK I o MIN Jute is a natural fiber that is made into a that is loose woven into a biodegradable 2. Loy blankets loosely and stoke or staple to maintain 5PEGIFIGATION5 FOR TREE PLANTING GRADE r/i//i��' Yaro looselydirect contact with the sail. Do not stretch. mesh. It is designed to be used in conjunction with vegetation and has longevity ofI. TREES SHALL BE OF NURSERY 5TOGK OF AN APPROVED SPECIES 6ROWN UNDER THE approximately one year. The material is supplied in rolled strips,which should be 3. Install per manufacturer's recommendations SANE CLIMATIC GOLormS,AS THE PARTIGULAR SITE. TIDY SHALL BE OF 5mt-TRIGAL MIX 25%PEAT secured to the soil with U-shaped staples or stakes in accordance with manufacturers' GRE AV FRS OF INSECT PEST AND DISEASE,SA HEI E FOR STREET TREE USE. TYPICAL INSTALLATION DETAIL 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX INCHES ABOVE THE EVERCRE�S ON_Y) recommendations. ' FINISHED GROUND LEVEL SHALL BE A MINIt�1N OF THREE(3)QJGFIES. �,�� ::::. :;:TOT'`-��':'.•:::.::'.,:; ,/�\ 3. ALL FLAMING SHALL BE DONE IN COW-ORMANGE WITH 6000 HORTICULTURAL PRACTICE. U— TNE FOLLOWING 15 DEGLARED TO BE 6000 HORTICULTURAL PRAGT]GE, rT1 Installation on Slopes0)THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP AND THE 6" 18" MIN. b" � ��Preparation TREES BE STAKED WITH TWD(2)CEDAR POLES SECURED TO THE TREE BY MEANS Q� T— ■ Proper site preparation is essential to ensure Complete Contact of the blanket or matting with Installation should be in accordance with the manufacturer's recommendations. In general, (2)ALL TRffS SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE BALL the sail, these will be as follows: SHALL BE AT LEAST TWO AND ONE HALF(2 I/Z FEET IN DIAMETER. PLANT I NC PIT (3)ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL ■ Grade and shape the area of installation. ■ Begin at the top of the slope and anchor the blanket in a 6 in.deep by 6 in.wide trench. 4. ALL TREES LISTED UNDER(1)HEREOF SHALL BE BRANCHED NOT LokER THAN SIX(b)FET MINOR TREES W m X Backfill trench and tamp earth firmly. -WITH AN AVERAGE►f16HT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP of 4 FEET. W LL ■ Remove all rocks,clods,vegetation or other obstructions so that the installed blankets or x0 z CD z mats will have complete,direct contact with the soil. • Unroll blanket down slope in the direction of water flow. � O p the edg ■ Overlap esu O = US US ■ Prepare seedbed by loosening 2 to S in.of topsoil, f adjacent parallel rails 2 to 3 in,and stogie every 3 ff. LLI Layin When blankets must be spliced,place blankets end over end(shingle style)with 6 in. [---I D- $ �Sectiring Matting overly . Staple through overlapped area approximately i2 in.a • Before laying the matting,all check slots should be installed and the friable seedbed made P P PPe PP Y Pte• O O free from clods,rocks,and roots. The surface should be compacted and finished according • Lay blankets loosely and maintain direct contact with the soiL Do not stretch. N to the requirements of the manufacturer's recommendations. m • Staple blankets sufficiently to anchor blanket and maintain contact with the soil. Staples `p • Mechanical or manual lay down equipment should be capable of handling full rolls of fabric should be placed down the center and staggered with the staples placed along the edges. .. and laying the fabric smoothly without wrinkles or folds. The equipment should meet the Steep slopes,la(H-V)to 2:1(HY),require a minimum of 2 staples/yd=. Moderate slopes, � J fabric manufacturer's recommendations or equivalent standards. 2:2(H:V)to 3:1(HV),require a minimum of 1 staples/yda. W W ti Anchoring • Usha wire staples,metal eotextile stake ENGINEER: P� P > g pins,or triangular wooden stakes can be used to anchor mats and blankets to the ground surface. OF N E 0000000 VVVVVVV�� • Wire staples should be made of minimum 11 gauge steel wire and should be U-shaped with 8 in.legs and 2 in.crown. EROSION CONTROL-BL6MM- co • Metal stake pins should be o.1.88 in.diameter steel with a 1.6 in.steel washer at the head of 6REENFIX ER0510N CONTROL BLANKET TURF REINFORCEMENT MAT �, d �? the pin,and 8 in.in length. MODEL: CF62000 6EOGRID REINFORCED COCONUT W/TURF BLEND FU510N(BLEND TO BE DETERMINED BY OWNER) �2`�FO ■ Wire staples and metal stakes should be driven flush to the soil surface. 073AR o F E s S�°� BLANKET5 TO BE INSTALLED PER MANUFACTURER'S IN5TRUGTIONS AND E.G. BLANKET DETAIL5(11115 DWG) JEFFREY T. BUTLER, P.E. PROP05ED APPROXIMATE BLANKET 6ROUNDCOVER = ±3,b00 50.FT. CD H O Q . . m } W z O Os� z � < < � ZL WCy- Q z° d- v O z O o < V C� RECEIVED " F A G-7E : APR 17 2019 Southo d Town 2 Planning Board of 2 THESE DRAWINGS AND AGCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF 5ERVICE,ARE THE EXGLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBL IGATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE: PREPARED.REU5E,REPRODUCTION OR PUBLIGATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V151JAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THE5E RESTRICTIONS. Il u u l li tl RITE STANDING SEAM SIDIN.:s Ek STING GRADE Iiiii Hill 6"BEIGE FASCIA b"BEIGE CORNER BOARD5 -111111A1111111111 PR SED GRADE b"BEIGE WEATHER BOARD BLUE METAL RIB SIDI - n PROPOSED GRADE AT ELE 10.0 Z Q PROPOSED SOUTH ELEVATION OF NORTH BUILDING N BOAT STORAGE BUILDING(1 OF 2) UJB STRONS'S MARINE WHITE STANDING SEAM SIDING BLUE METAL RIB SIDfNG II PROPOSED GRADE TELE 10.07 PROPOSED NORTH ELEVATION OF NORTH BUILDING BOAT 5TORAGE BUILDING(1 OF 2) STRON!s S MARINE U x JU OLLu QC ° r ' ^ � F- m z p O w �- 'OP OF RIpGE TOP OF RIDGE(F--55.61') MEAN ROOF HEIGHT MEAN ROOF.IEIGHT 'VE AU EA1450HT� SAVE HFIGHT °_ PL Southolld Town o, iE TROIYo Planning Board c<`f) c�>. A �34�3 t ✓ OVER.L�A II OR OPENING II ��01 `��,� PROPOSED GRADE(ELE 70.07 ��I�1 GRAIDE Elm 0 0 PRCPO8ED GRADE(ELE 10.07 PROJECT: STRONG'S MARINE PROPOSED WEST ELEVATION OF NORTH BUILDING PROPOSED EAST ELEVATION OF NORTH BUILDING PROPOSED STORAGE BUILDING BOAT STORAGE BUILDING(I OF 2) BOAT STORAGE BUILDING(I OF 2) NORTH BUILDING STRONG'S MARINE STRONG'5 MARINE BUILDING ELEVATIONS SEAL&SIGNATURE DATE: 2-26-18 PROJECT No: 180OXX DRAWING BY: DC CHK BY: JTB DWG No: A. 101 . 00 CADD FILE No: I of 4 1800XX ................................ ............ LU LU :............................................................................................................. T NORTH BOAT STORAGE BUILDING(I OF 2) STRONG'S MARINE FLOOR AREA-52,500 SQ.FT. co OCCUPANCY CLASSIFICATION-61(DRY BOAT STORAGE) UI OCCUPANCY- I PER 500 60 FT GROSS-105 PEOPLE BUILDING 15 SPRINKLERED x MAX TRAVEL DISTANCE ALLOWED=250 FEET NUMBER OF EXITS REQUIRED-2In NUMBER OF EXITS PROVIDED-3 z MIM PLUMBING FIXTURES REQUIRED: MALE-I PER 100 -I PER ER 100 PROVIDE 2 UNISEX ADA BATHS Uj m RECEIVED T. F APR 17' 2019 iy III Lj m LLI, Southold Town Planning Board L 010 X34 PROJECT: STRONG'S MARINE PROPOSED STORAGE BUILDING NORTH BUILDING FLOOR PLAN SEAL&SIGNATURE DATE: 2-26-18 PROJECT No: 180OXX DRAWING BY: DC CHK BY: JTB DWG No: A- 102 .00 CARD FILE No: 2 o 4 180OXX m m m m m m m m m m m PR SED GRADE I Ili PROP OSEJ GRADE AT E_E 10.0 U) z 0 PROPOSED SOUTH ELEVATION OF SOUTH BUILDING N BOAT STORAGE BUILDING(2 OF 2) W STRONG'5 MARINE m m m m m m m PROPOSED DE PROPOSED GRADE AT ELE 10.0 M0000 00 PROPOSED NORTH ELEVATION OF SOUTH BUILDING BOAT STORAGE BUILDING(2 OF 2) STRONG'5 MARINE U x U1 m Q- u IY co — r U1 ur 1�- mQ "D �Q x 0 O � � p O LU 'JP OF RI Vs@ TOP OF R03E(E. I MEAN ROOF HEIGHT MEAN ROOF HEIGHT EAVE j HEIGHT- SAYE HEIGHT 1. Q APR 17 2019 �� 1 j0A 5TORAGE BUILDINGI(2 OF 2) la wn STRONG'S MARINE Planning Board �O 7 OVERaE OR OPENING A v ,P PROPOSED GRADE(ELE]O.O') GRACE �� OO PROP08ED GRADE(ELF 10.0') PROJECT: STRONG'S MARINE PROPOSED WEST ELEVATION OF SOUTH BUILDING PROPOSED EAST ELEVATION OF SOUTH BUILDING PROPOSED STORAGE BUILDING BOAT STORAGE BUILDING(2 OF 2) GOAT STORAGE IBUILDING(2 OF 2) STRONG'e MARINE STRONG'5 MARINE SOUTH BUILDING . BUILDING ELEVATIONS SEAL&SIGNATURE DATE: 2-26-18 PROJECT No: 180OXX DRAWING BY: DC CHK BY: JTB DWG No: A- 103 .00 CADD FILE No: 3 of 4 1800XX �i z O m SOUTH BOAT STORAGE BUILDING(2 OF 2) STRONG'S MARINE FLOOR AREA•49,000 SQ.FT. OCCUPANCY CLASSIFICATION•SI(DRY GOAT STORAGE) OCCUPANCY=I PER 500 SQ FT GRO55•9B PEOPLE BUILDING 15 SPRINKLERED ` MAX TRAVEL DISTANCE ALLOWED-250 FEET NUMBER OF EXITS REQUIRED•2 NUMBER OF EXITS PROVIDED•3 MIM PLUMBING.FIXTURES REQUIRED: MALE-I PER 100 FEMALE-I PER 100 PROVIDE 2 UNISEX ADA BATHS U ..............................._.............................................................................. OL x ;L LUm �- u4 `Q O l.0 - LU0 1- RECEIVED OF NO E lu 0 I�APR 17 2019 '�� Southold Town 0 m Planning Board .7 Qj �1 OA 0 _49' F; 10 PROJECT: STRONG'S MARINE PROPOSED STORAGE BUILDING SOUTH BUILDING FLOOR PLAN SEAL& SIGNATURE DATE: 2-26-18 PROJECT No: 180OXX DRAWING BY:DC CHK BY: JTB DWG No: A- 104 . 00 CADD FILE No: 4 of 4 1800XX (1)UNAUTHORIZED ALTERATION OR ADDITION TO T11S SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED STEAL OR EMBOSSED SEAL SHALL NOT BE CDNSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND To THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.727.2303 fax. 631.72'T.0144 admin@youngeng►neer►ng.com ADJACENT OWNERS I Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer 1000-99-3-23.1 = STATE OF NEW YORK Douglas E. Adams, Professional Engineer Robert G. Tost, Architect I Robert 5tromski, Architect 1000-99-4-23 = CHARLES CARAFTI5 b MAUREEN CARAFT15 PO BOX 78 MATTITUCK, NEW YORK 11952 (PIER/WHARF) 11 1000-106-4-2 = RUSSELL H. BATES Q SITE ATA/ \ �D o CENTER BOULEVARD, APT. 1511 LONG 15LAND CITY, NEW YORK 11109 TOTAL AREA = 1,435,5595F OR 32.9559 ACRES LO (SEASONAL RE5IDENCE/WATERFRONT) 05 ZONING USE DIS = 1000-106-4-5 - CYNTHIA KAMINSKY i I \ w $ DISTRICT MARINE II (M-II ) 75 WOODGLIFF DRIVE / I I � � RESIDENTIAL LOW DENSITY A (R-80) MATTITUCK, NEW YORK 11952 / I (OTHER STORAGE/WATERFRONT) 15C 1000-106-4-4 = JAMES B. KAMINSKY 1 '75 WOODGLIFF DRIVE MATTITUCK, NEW YORK 11952 (RESIDENCE/WATERFRONT) / ,^ I It S 1000-106-4-5 = MARK D. KING I I \ 200 E. MILL ROAD / I 1000-c{cf-4-23 I \ MATTITUCK, NEW YORK 11952 (RE5IDENGE/WATERFRONT) / / \IV I I It \ NOTES 1000-106-4-6 = JAMES F. KING 6 DIANE GOTUGNO J 200 E. MILL ROAD / \ \ THIS MAP WA5 MADE UTILIZING SURVEY PREPARED BY NATHAN MATTITUCK, NEW YORK IM52/WTAFT COIN III, LAND SURVEYOR, DATED MAY 9, 201'1. CO" IN 1000-106-6-1 \ 1 � 1000-106-6-1 = AWG DOCKSIDE LLC / '72 LOUIS STREET STATEN ISLAND, NEW YORK 10304 \ �\ (PIER/WHARF) `p 1 \ \ 1000-106-6-2 = JG MILLER MANAGEMENT INC. / 538 EDWARD5 AVENUE / 1000-106-cf-3 \ I / i SSS 1 \ \ 1000-aq-3-23.1 CALVERTON, NEW YORK 11933 (FLOOD CONTROL/ WATERFRONT) �\ \ \ \l \ 1000-106-6-3 = GLEBE ASSOCIATES LLC / 2` 582°01'10" S O,, 1000-106-6-2 PO BOX 1291 $30 a \ SHELTER ISLAND HEIGHTS, NEW 6 YORK 111165 } 1000-106-6-4.1 \� (RE5TAURANT/WATERFRONT) 1000-106-6-4.1 = GLEBE A550GIATE5 LLC / i O � 1000-106-6-5 PO BOX 1291 0 w \ I \ SHELTER ISLAND HEIGHTS, NEW YORK 11965 (RESTAURANT/WATERFRONT) C2 N I� \ 1000- 1000-106-6-5 = STRONG RE / / �� . --- O -1 `< \ \ 106-4-2 PO OX 1409 It B MATTITUCK, NEW YORK 11952 ---__� __ (RESIDENCE) -� p ----------- __--- _--� 1000-106-6-7 =LEIGH T. SALEM 8 LAUREN P. SALEM 115 HENRY STREET #3P, / \ \ 1000-106-6-7 u84°53'40" )� ��2�� ` Q- \ \ BROOKLYN, NEW YORK 11201It (RESIDENCE) / / \ \ 2�� , `\ C'\ 1000-106-6-3\ 1000-106-4-3 1000-106-6-8 = DONALD LEOGRANDE ff \ \ �° �� Nd� Pd- FRA / \ JOSEPH 80 WINDSOR AVENUE / `� GpF� GARP, E �j�a4°OS'20 5 1 \ MINEOLA, NEW 1000-106-1-2.5YORK II501 \ I 6"1.4Q I I (FIELD CROPS) 1000-106- -2.3 / \ 1000-106-6-8 NO,, \ l ° ° �� 2 I 1000-106-4-4 I 1000-106-6-13.1 = DENMELEXNIC FARMS LLG / 1000-106-cf-4.1 / ,`Z � 1845 CENTRAL DRIVE / 4 / i A �• N - 1 MATTITUCK, NEW YORK 11952 S� \ O.,` (RE5 VACANT LAND) / / \ \ / i/ �' '0 2� 2FR STORY 0 ME 1000-106-6-13.7 = DONNA M. 50500LA \ / �` S6go \ / BUILDING I PO BOX 581 / /' S/�O' \ ------ MATTITUCK, NEW YORK 11952 Cn (RESIDENCE) 1000-106-4-5 I / / tD / O I 1000-106-6-I8 = JOHN E. GREEN 4 / i 4, Cp N pO I I I I MA 92ESEA GL FFNAVE UE / / i/ �' i l �( � i40NG O lip - / SSOR 111 - SI, - SEA CLIFF, NEWYORK 115-TqRESIDENCE / / ' 1 FRN,ME 11.aO N _ 581°5 ( ) / i� i/ i NOUS�GE �8iO3Q 5"5 80 1 1000-106-15-11:1 CHRISTOPHER GRILLO 1000-106-01-4.10 / / i / GPRP O 54 ORCHARD STREET #6P, ' 1000-106-4-6 NEW YORK, NEW YORK 10002 / / ! CC1 \\ / 1000-106-Q-4.11 _ � / � STORY ❑ I � I (RESIDENCE) / S� BUILDING = THOMAS P. McGUNNIGLE, JR. d / \ \ '1000-106-6-20.1 JENNIFERGUNNISLE I201YE5T MILL ROAD <0 01 S8 °�MATTITUCK, NEW YORK 11952 r/ Z<1 g 56 8O06 (RESIDENCE) 0'3q I 20 IIIrA ( I \\ I / 1000-106-6-20.3 = TOWN OF SOUTHOLD \41bdc 2\d` 11t PO BOX I MCI 20• I I SOUTHOLD, NEW YORK 11971 / -R0.;; \ 4�8oaf (MUNICIPAL PARK) 1000-106-6-22.1 = LONG 15LAND LIGHTING COMPANY I 1000-106-6-23 = RU55EL J. ZELLNER 6 DENISE ZELLNER // 00 805 NORTH DRIVE MATTITUCK, NEW YORK 119POOL52 (RESIDENCE) / / 33, L_ (� 1000-106-6-25 NICOLAS ANDREADI5, JR. I / $SOS. O O SHED IRENE T. ANDREADIS f •p 'TOO NORTH DRIVE I� I O' 1(� MATTITUGK, NEW YORK 11952 r .200. W In \ • (RE5IDENGE/WATERFRONT) i/ 11000-106-6-13.1 y0 Q N778-/0,0 1000-106-6-27.1 = NORMAN GRUDMAN ADELE GRUDMAN I O oo - 5278 BOLA MARINA CIRCLE SOUTH / 1000-106-1-4.cf \ Vj/WryCO BOLA RATON, FLORIDA 33487 (RE5IDENGEATERFRONT) I = 3 1000-106-6-27.2 = L015 P. LOGKWOOD O �01 PO BOX 1123 �'- MATTITUCK, NEW YORK 11952 (RE5IDENCE/NIATERFRONT) 1000-106-6-28.1 = FRANCIS DEEGAN $ DANIEL P. DEEGAN0 \ U4 I * II I 500 NORTH DRIVE 12 3S MATTITUCK, NEW YORK 11952 ;IPo O (RE5 VACANT LAND) i 1000-106-6-28.4 = FRANCIS W. DEEGAN B NANCY DEEGAN 1000-106-6-20.1 °o / 500 NORTH DRIVE -1k / (n 26.27 ( i MATTITUCK, NEW YORK 11952 (RE5IDEN0E/WATERFRONT) 1000-10640-29 = LEE SCHULTHEIS 372 NORTH DRIVE MATTITUCK, NEW YORK 11952 \ \ 6�� Dry 1"7.52' I (RESIDENGE/WATERFRONT) ry°� 581°rJ81�411 \ 1000-107-I-1.3 1000-106-6-30 = ALEXANDRU MEN6LIDE $ MIRELLA MEN&LIDE 580 MAIN STREET, APR. 1612 O0j \ I NEW YORK, NEW YORK 10044 (RESIDENCE) / N6-70 4 9 1000-106-6-38.2 = ANTHONY J. DEMAULA ff \ 3 / DOROTHY A. DEMAULA \ / N6 30 $/ Q4 Q 800 NORTH DRIVE \ \ / g 60 J`/7/° Off, / �� Q IT) MATTITUCK, NEW YORK 11952 \ \ \ / ?bg48%O., IV66° /4'/p„ I?6.31' Q N (RESIDENCE) \ h' 3gS44�O N83 22'3pl'w N7q�7'7gl h ;� � 0 U) I I I I i SURVEYORS GERTI�IGATION s 1000-106-6-38.3 = DOROTHY DEMAULA \ \ O /� 56 IO"w800 NORTH / e I , J MATTITUCK, NEW YORK IR1952 \ ` \ /IVE / ry 718 4 02'301IW 67°4,)3 (RES VACANT LAND/WATERFRONT) \ � 4� O Y 9•� I - /!��0� I I s 1000-106-9-2.3 = DAVID W. COOPER V \ \ 601 w9 PO 5OX 16 1� i MATTITUCK, NEW YORK 110152 \ \ \ c�('J3o3 323 Q 6-T' 182.66' 42.60' 31 25' I N5ci°20'20"W l ir K N87°36'50"W �L I (FIELD CROPS) \ \ \ 556010'2074 I OI11k 554°2q So W N77D5 I (1t-� r ( / 1000-106-9-3 = LEOGRANDE FAMILY IRREVOCABLE TRUST / 0Qp 2 It (y I I 80 WINDSOR AVENUE S�i3 I 1000-106-6-38.2 W d1 I I I: MINEOLA, NEW YORK 11501 '-- -•� -" (FIELD CROPS) ' 1000-106-6-23 6� 34 56 I0, 40"W �34p IDI' ((ry� 1000-10'i-I-I I 1000-106-9-4.1 = RYAN PATRICK PO BOX 1164 - MIATTITICK, NEW YORK 11952 (RESIDENCE) p -�' - - -- _ _ 1000-106-6-25 0 1000-106-9-4,9 = DENMELEXNIG FARMS LLG \ \ i - N 1000-106-6-38� I HOWARD W. YOUNG, U.S. L.S. 45893 1845 CENTRAL DRIVE \ 1000-106-6-20.3 MIATTITICK, NEW YORK 11952 (FIELD CROPS) 1000-106-9-4.10 = DENMELEXNIG FARMS LLC 1000-106-6-22.1 � / 1845 CENTRAL DRIVE \ 1000-106-6-27.1 _ I BOAT STORAGE BU(LPI NGS MATTITUCK, NEW YORK 111152 (RES VACANT LAND) _ / I 5TRONV5 NrACHT CENTER � - _ - - _ / I I 1000-106-9-4.11 = DENMELEXNIC FARMS LLG \ -- _ - at Mattituck, Town of Southold E 1845 CENTRAL DRIVE o I ' l000-lob-I-I2 MATTITUCK, NEW YORK 115uffolk County, New York 952 (RE5 VACANT LAND) _ 0 1000-106-6-27.2 j CO 1000-107-1-1.3 = JAMES A. NEUMANN B KATHLEEN A. NEUMANN - - _ _ / 17 / � RAI US MSP 1214 5th AVENUE, 45A - _ - - _ _ _ t NEW YORK, NEW YORK 10029 (ESTATE/WATERFRONT) 1000 106 06 IO - / 10010-106-6-I q � - � - I000-107-I-II - MARY E. GUUTON IRREVOCABLE TRUST \ �. 1000 106-6-28.1 I �\ , / County Tax Map District 1000 Section 106 Block 06 Lot 13.4 1000-106-6-28.4 I / / / 2018 26 PEARSON AVENUE, #2 \ n/ MAP PREPARED NOV. 20, � TORONTO, ON, CANADA M6RIG1 \ � -- -� I / � , , / a (RE5IDENGE/WATERFRONT) 1000-107-1-12 = MICHAEL NEUMANN 8 BETH NEUMANN Record of Revisions 240 RIVERSIDE BOULEVARD, APT. 511 I 1000-106-6-2,51 / I REVISION DATE (RES IDENGE/WATERFRONT) NEW YORK, NEW YORK RONT) / 1000-1106-6-15 1000-106-6-30 - / � p / 100 0 50 100 200 300 ! !� DEC 1 2018 �I Scale: I" 100' IL Snjtl,e10 Rikvn JOB NO. 2017-0165 J r B ;F'ianninarcl .. ._ . n_ng Sc -- DWG. 2017_0165-radius map I OF I O = MONUMENT 5ET N= MONUMENT FOUND A= sTAKE sET A= sTAKE POUND (T)UNAUTHORIZED ALTERATION CR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 O'THE NEW YORK STATE EOUCATON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTING STRUCTURES ARE FOR A SPECIFlC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(D)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEM.OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERDFlCADONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM REID 085ERVATIONS AND OR DATA OBTAINED FROM OTHERS N 400 Ostrander Avenue, Riverhead, New York 11801 N tel. 631.727.2303 fax. 631.727.0144 ,IQodmineyoungengineering.com BULK SCHEDULE FOR MARINE-11 (M-11) DISTRICT 15C4 W o PRINCIPAL GORE PLAN " HowW ard . Young, Land Surveyor r Thomas G. Wolpert, Professional Engineer S Douglas E. Adams, Professional Engineer LOT 51ZA 80,000 5F 717,085 5F � � }� LOT WIDTH 150' 740't w ''� � E Robert G. Tast, Architect LOT DEPTH 150' 1,1Robert Stromski, Architect 0 FRONT YARD 35' 26.5' 5 SIDE YARD 25' 28.0' BOTH 5IDE YARDS 50' 77."1' %S1 77.7' S SITE DATA rn REAR YARD 25' 011.3' T�OTT{i �Q now or formerly TOTAL AREA = 1,435,559 5F OR 32.x559 ACRES 52 o �o LANDSCAPE AREA 20 % 37.2 9 N-130 2 582-01,10" Glebe Associates, LLC J LOT COVERAGE 3090 24.6 9b 3x 2 138.46: ss`3 a6 ZONING USE DISTRICT = MARINE II (M-II ) BUILDING HEIGHT 35' < 35' ??'�3. nota or formerly RESIDENTIAL LOW DENSITY A (R-80) 2 R ,, William R. Killian 4 Q NUMBER OF 5TORIES 2 2 O 6 90 Margaret M. Killian VERTICAL DATUM = NAVD Ig88 OU 0 -4 { (R-80) D15TRIGT ----- - -------- - --- ` ° LOT AREA = 718,474 SF _ -----------50.08 --1 \ 4j4J ay ,, (M-II ) DISTRICT nOW or formerly N84053'4011W I 2 V w , r OR LOT AREA = 717,085 5F STRONG'S LU Glyn B. Weir $ �(\ `�\ RP�,E WETLANDS AREA = 27333 5F i. ,f Michelle T. Weir `'� YACHT CENTER/ ," FRAME `��\ �O PPG GARAGE 4°08'20 BUILDABLE LANDS = 112 5F 6"1Ao, EXISTING BUILDING AREA = 601,245 SF o O- O�Qj ° ti PROPOSED BUILDING AREA = 101,500 5F c4 r r Oma\ 100 TOTAL BUILDING AREA = 171,01201 5F N — o 9-� r.. ... � O D ' ME 4 O LOT GOVERA&E = 170,745 5F / 688,752 5F = 24.8 % FRA WOODS TO REMAIN = 6.1 ACRES nkv ' LAND50APE AREA = 6.1 AGRE5/ 16.4 ACRES = 37.2 9 0 tD 0/7q/0orf l l I ST O BAYI/IEWAVE. z O �eormeri %, //r 6U TORY \ N °D �/ 9r y 04ATc w ahae % ;r 1 FRpO,ME rn�41.ao' N� 5a10�11�61Lyy NOTES 11 H�PRPGE NvO511'- 0 60.4101 TH15 MAP WA5 MADE UTILIZING SURVEY PREPARED BY NATHAN e _ TAFT CORWIN 111, LAND SURVEYOR, DATED MAY 01, 2017. G 3�1/ STORY M yO,A Q i i k BUILDING SM IS �U 8� Salo „ z' %'l "{G X99 ` p 6.06a3q,2011yy 20 , r ,OO >, N C�9 550 KEY MAP /17.po' 1 °2� �o 03 N NI, SCALE: I"=600' .rA �� ` ..0 W.` ��.SIS 430 0 m ` 6` ``` G 171 3 901 I& Q 41 No, POOL -P 33S 0 q o \ SHED/ " ENG 1 NEER'S CERTIFICATION op, — '' • 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE / 00 .00 ; N DISPOSAL SY5TEM(S) FOR THIS PROJECT WERE DESI6NED BY ME �a N78°l0��„ = CP Uo OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH �t W POOL, SHED, o ` ' STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL 0� `r z /' AND PATIO TO j to FACILITIES, AS PROPOSED, CONFORM TO THE 5UFF0 UNTY art �� N . DEPART ENT OF LTH 5ERVIGE5 CONSTRUCT STAND 5 IN BE REMOVED QAS 61 P rY 6 CO �v a �, T tiR HOWARD W. YOUNG, N.Y.S. L.5. NO. 458g3n THOMAS G. WOLPERT, N.Y.5. P.E. NO. III 26.27' DOUGLAS A. ADAMS, N.Y.S. P.E. NO. 80887 SURVEYOR'S CERTIFICATION oanMl-+f A540°21'38"E • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING —�_� �'CESS ROUTE P n 17.52' BOUNDARY AND TOPOGRAPHICAL 5URVEY5 MADE BY U5 AND/OR 9 2 Q ry� S8j o58, UNDER OUR DIRECTION. 887 1 34 ` J mas r For o, a' ehn��eA AcG erg X67° S?//, 9 s A-1c6 -A N -58 /'Y 39$ !�y N83 22'301I� 107 7q / 2 u1 I /-71.34' N7`I 56'10"W A ESS RO fif' / Q U) 42, o N88°02'30"W N6 ° >., \ Z 9 UTE.. � �• ,`�� 10) > 4�3 6p, 9� / :` ✓' / °mry HOWARD W. YOUNG. .Y.5. L. O. 458013 v a; �✓ tD ry \1-9042.61 182.66NSQ 20'20"yy 51.25' ! To�,,,n or 110 N77 �•\ B OAT STORAGE BU I LD I NGS S o� rm / 4' TI 3S outho�y now or formerly 5�8°40'2° NBolo w �. 4019, STRO�tG'S Y,�-�Gf�T GNTR Russell Ze I Iner '27'40,,;.N at Mattituck, Town of Southold Denise Zellner �/ Suffolk County, New York 19 now or formerly Z Anthony J. Demaula 4GENERAL LAYOUT Dorothy A. Demaula NT 1000 106 06 10 County Tax Map District 1000 Section 106 Block 06 Lot 13.4 Subdivision Map of "shore Acres" o_ filed on January 3, 1114 as Map no.41 MAP PREPARED JUL. 03, 2018 Record of Revisions REVISION DATE T05, NY5DEG NOV. 20, 201 DEC I i 2018 L 100 O 50 100 200 300 0 SoutkodTown Scale: 1" = 100' a —Planni,g.�_M Board JOB NO. 2017-0165 DWG. 2017_0165_site plan I OF 7 O = MONUMENT SET ■= MONUMENT FOUND = STAKE 5E7 0= 5TAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PER50N FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSTRABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(W)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS / I 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651127.2505 fax. 651.'72'1.0144 a Z admin®youngengineering.com 0 3 0 4 4 / ) ►0 6 EXISTING POOL, �6 Howard W. Young, Land Surveyor Q GONG. PATIO S SHED EF i Thomas G. Wolpert, Professional Engineer Z TO BE REMOVED 1 ` sU cK Douglas E. Adams, Professional Engineer 0 20.9' �� r RAMP G DO N now Or Robert C. Tost, Arall SHED H � DArN Robert 5t mski, Architect Davfa termer/ I ` i,'';i; W DonnaW Base l a 0 LI 6p'3''0` o 15 Nom/ �V>N >rttr ` /8°II 0U0 0 II� OJCiO'ry = t2 t 3 1 w E 2oo.o0 / j CONCRETE RETAININ6 WALL / zl t 3 WOODS (1J SCL I W LIMIT OF 6' HIGLBALADCKCARING INYL PFNE 11` o W N 469 SRC, (BY 0rH_ s, �II WOODS .} ` 4i RAMPRRErll LECTRIC O / 1 _ - 4Q L- SERVICE Iz FLOATING DOCK Do Fo tz 0 ry v' >I I O Q DI Y 3 10,0 Q 0 3® 0 0 2 ti. 0 T NOTES: £� / 16 DIT 422-55' 38 W * REMOVE ALL PLASTIC AND WIRE TA65. U `� ~ * REMOVE ALL NON-DECOMP05IBLE CORDS U 2 � N AND BURLAP FROM THE ROOT BALL, IF Q UJ N t 26.2"1 PRESENT. �r * DO NOT GUT BURLAP FROM SIDES!` U UI'_2 k ti ti O m p OF THE ROOT BALL. l9 J Q'Q t,4; , i; 60. i` o * SET TOP OF ROOT BALL I" ABOVE Z J/~ ` s'\t t 010 a FINISHED GRADE. �� lY -94.9'--__ f * REMOVE ALL ACCUMULATED SOIL OR 1 . MULCH FROM THE ROOT GROWN AREA. Y fi * REMOVE ALL WIRE BASKETS FROM ))b' . : $2 w H : v ROOT BALL, IF PRESENT � .. o �•• 2 FLOATING DOCK yt DECIDUOUS TREE RAMP p i HOSE PROTECTOR =.: tt 2"x2" KE Y tj ,y s w a.. t STA (3 WA ) 2 U Oc 2 STRANDS NO. 12 6ALV. PLIABLE j ' r STEEL WIRE lTO TIGHTEN I� 0, j 1APPAENT HIGH WA O \\\-MARKRN COINCIDENTEWITH EVERGREEN TREE BULKHEAD s MULCH TO BE KEPT AWAY FROM 1J TREE TRUNK Q SHREDDED BARK ® 3" DEPTH 540 -y o 2138 MULCH in, �� F ' ° E ' " SOIL Sl TOP W/MULCH �ry I II _ 2096'I II _ ,,:I\\`;i1 6 s81°58' 11 ENGINEER'S CERTIFICATION 4 11 ROOT BALL _ 50ARIFY ALL SIDE5 OF PLANT PIT i 02 34 5 � n d - PLANTING BACKFILL MIXTURE i • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWAISE / m Q — ` / ('z#h� 01 TIE LINE ALONG N APPARENT HIGH DISP05AL 5Y5TEM(5) FOR THIS PROJECT WERE DE516NED BY ME DE-Ell I I /' ti S / 1, w WATER MARK OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROU6H - ty ¢0s!t "� STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO DO NOT EXCAVATE LOWER THAN DEPARTMENT OF HEALTH SERVICES CON5TRUCT STAND 5 IN 100'FR 1' a EFFECT AS OF THIS DATE. a� BBALL DEPTH. ALL DIA. - � w BALL DIA. X 2 �� - � WETLANDS TYPICAL TREE PLANTING NT5 y h HOWARD W. YOUNG, N.Y.S. L.5. NO. 458g5n THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 DOUGLAS E ADAM 5, N.Y.5. P E NO 805cI7 lu ' 1.0 5URYEYOR'5 CERTIFICATION • 6 p 6 oo ---__ I ; TIDAL VEGETATION AREA I HEREBY CERTIFY THAT TH15 MAP WA5 PREPARED UTILIZING 4 k .:66.5'�. . ..� , /1 V0_ y T�. I -1 i I v BOUNDARY AND TOPOGRAPHICAL 5URVEY5 MADE BY US AND/OR �� 1 ,�ZZ ^ iii UNDER OUR DIRECTION. oa15 GONGTEV RFrA1NING , of 'v EDGE OF MARSH 7-G13 ti " 0 co ^ I m 3-PRC ( �`�, /O ry 10 s \ I40 `i PR \ 0� IZZ is 9; y LIMIT OF CLEARING SE WOODS I GO \ o TBACK; LINE I NGIE� � •�-^ . � p i `' 42.60' 3-PR 3-PR Ri:rAINING �• I ' HOWARD W. YOUNG, N.Y.S. L.S. NO. 45883 9S 14. C07134 11 NSq°20'20"W 56 WALL . 586°10':2 N57°36'5011W 182.66' °40'20 N8 ° 10' 31:25 wooDs ��' now or formerly 5"1a 0 27401jyy Sao 2'g5O W N-7-7- WOODS / Russell Zellner WOODS now or formerly 35 yy / Denise Zellner (i Anthony J. Demaula !? W K I II Q Dorothy A. DemauIa \ p I BOAT 5TORAGE BUILDINC75 subdivisionI Map of Shore Acres z� filed on January 5, 1'114 as Map no.41 subdivision Map of "Shore Acres" wooDs 5TRONV5 YACHT CENTER E filed on January 5, 10H4 as Map no.41 34 at Mattituck, Town of Southold E / 0 1 01 1 5uffolk County, New York CD W / LAND50AFE AND AL 1 GNMENT PLAN " NOTES: b * REMOVE ALL ASTIC 8 WIRE TAGS 1000 106 06 10 Z * REMOVE ALL PLASTIC CORDS FROM TREE BALL, IF PRESENT County p Tax Ma District 1000 Section 106 Block 06 Lot 13.4 0 * IN GROUPIN65 OF SHRUBS,EXCAVATE � AND BACKFILL ENTIRE SHRUB BED AREA MAP PREPARED JUL. 05, 2018 wrREPARED BACKFILL MIXTURES. 5" DEEP SHREDDED BARK MULCH Record of Revisions FLANITING SCHEDULE REVISION DATE TOS, NYSDEG NGV. 20, 2018 PLANTING BACKFILL MIXTURE 13l <Q :til I—III_i- i I I—III— QTY 5YMB0L BOTANICAL NAME COMMON NAME SIZE ROOT 5PAGIN6 II I II I-III 5 j IIIIIj TREE5 15 PR PINU5 RIGIDA PITCH PINE V HT. BSB 1510.0. 5HRUB5 T GB 6AYLU5SAC I A BACCATA HUCKLEBERRY 5 GAL CONT. 8' O.C. DEC 1 E. 2018 TYPICAL SHRUB PLANTING 7 VA VACCINIUM ANC7U571FOLIUM LOW BUSH BLUEBERRY 5 GAL CONT. 8' O.G. i + 40 0 20 40 80 120 Do NTS ! Southold Town 0 PianningBoard Scale: 1" = 40' IL JOB NO. 201'7-0165 O = MONUMENT ser ■= MONUMENr FOUND = STAKE 5ET 0= 5TAKE FOUND DWG. 2017_0165_site plan 2 OF '1 AUTHORIZED ON OR TION THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE TION LAW. OWN ON NG ARE FOR A SPECIFIC PURPOSE FENCES.(3)COPIES OF (1INDICATED HEREON SHALL RUN ONLYTO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS�TO THE COMPANY.GOVERNME�TALSAAGENCY AID LENDING INSTITUTION LINES LISTED HERSEON,AND TO THE ASSIGNEES OF THE LENDING NS�IUAICN.NOT CER CERTIFICATIONS ARE NOT TRANSFERABLE lOLINES ADDITIONALLIINSTITUTIONS FOR SUBSEQUENT OWNERS.THIS THE LOCATION NOT OF WELTS( THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE D CONSIDERED A TO DE A VALID TRUE COPY.(4)FROM OTHERS.(W),SEPTIC TANKS(ST)@CESSPOOLS(CP)SHOWN HEREON ARE FROM F'ELD OBSERVATIONS AND OR DATA OBTPINED FROM O7HER5. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.'12"1.2303 fax. 631.'127.0144 odmineyoungengineering.com N Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer DRAINAGE GRITER � G�LGUL�TIONS �� • Robert G. Tast, Architect W � E Robert Stromski, Architect V = ARO • ' ; I . . • : I : : 1 : . . . 11 1 1 V = VOLUME (CF) A = TRIBUTARY AREA (SF) R = RAIN FALL (IN) • '. �ET0. G = COEFFICIENT OF RUN OFF I I SEk�NDFZROKOUN9' IDE( )'TO' I : . Irt% 11 f J S I II FROMITu I. 5�T1N0�' . ,' \ 3 EARTHWORK DATA TRIBUTARY AREA N0.1 a J \ • '• '. '.\'• '• '. '.\' a. . C1 x = 134,921 CY (GUT) A = 86,99"1 SF \ i TOTAL EARTHWORK VOLUME VOLUME REOUIRED: I \ \ o ROOF: 26,250 5F x 2/12 x 1.00 = 4,3'15 OF NOTE: GRASS: 60,747 SF x 2/12 x 0.10 = 1,012 OF TOTAL VOLUME REQUIRED = 5,387 OF I \ : \ 1 � VOLUME(S) ARE UNADJUSTED. I EXISTING POOL, \, \(0 �6 " VOLUME PROVIDED: J GONG. PATIO SHED VOLUME(S) ARE CALCULATED UTILIZING COMPOSITE METHOD TO BE REMOVED :J::': : USE FRENCH DRAIN A 1• I :1 20g SCK SURFACE COMPAR15ON(5) GENERATED BY AUTOGAD TERRAIN IS" PIPE: 1.15 SF x 460 LF = 810 GF I : I b w I,- RAMP �OA�NG MODELING SOFTWARE. /:: Lp 511 ¢F GRAVEL: (6.49 SF x 460 LF) X 0.40 = 1,194 OF npw or 1 I ' JF.:' I ED c, a USE LEACHING FEILD 1.0 David yV former ' `.. (10) 10' DIA. x 5.00' DEEP POOLS = 3,421 OF DO BSS I : ; : I; : I I LL ' 6';i sat nna cola I :: I t, �p TOTAL VOLUME PROVIDED = 5.425 OF / EXI5TIN6 WELL TO / TRIBUTARY AREA N0.2 , 1 , ,1 1 :•:I: .: : ' ' I.. •N. /, � A = '72,426 5F BE USED FOR I IRR16ATION PURPOSES ONLY I::::1' ::: :: • 1:::: t * vol_uME REau1RED: ROOF: 50,750 5F x 2/12 x 1.00 = 8,458 OF (� t STONE: 21,680 5F x 2/12 x 0.60 = 2,168 OF Oso TA# I 1 :: I:• •• J s t TOTAL VOLUME REQUIRED = 10,626 OF CONCRETE I.:•:1: :: ' I.• ':,I:: :}I : /� i 1t RETAINING W 1`k•: . J I,• / it VOLUME PROVIDED: USE LEACHING FEILD 2.0 \` �A. \ (10) 10 Ax5LEACHING (34) 10 DIA. x 4.70 DEEP POOLS = 10,934 OF 740.00 etc \ DI Op DEEPISLD 1.0 :::'C• lr a w 740.00 \ b HIGH BLA (2) POOLS T46.0 '. '•' /. .:: :: , i _ W K 2K TOTAL VOLUME PROVIDED = 10.934 OF zn 742.00 V1NYL CLAD FE Aso GALLON LP / .a�•ry °' ' ' /' : /�' \I �' Sa `^ 0 744.00 T46.00 - - NGS UND TANKS ARG RIM_ MH I.I l N r�� -.►�;,� 748.00 (BY or Rs��raINiNG wgLL IE- 20.0p 720.00 / /." 1 �� RAMP TRIBUTARY AREA N0.3 = �+ I -� 'IZO B9.85 N t A = 61,031 SF O F l: /:� `� acv O III -� IE=6.00 s T2a:od.':'./ o i'' VOLUME REQUIRED: V III 8£ \ T50.00 T10.25 1' Y a LECTRIC ROOF: 15,118 5F x 2/12 x 1.00 = 2,520 OF I 620.00 .' •. \ _ / �� t` < r- SERVICE STONE: 41,'785 5F x 2/12 x 0.60 = 4,1"19 OF I I : \ ,. '.. 69.75 0) tt NGH / ' ' a FLOATING DOCK 6RA55: 4,128 5F x 2/12 x 0.10 = 69 GF 11 I \ �I ,q+• -� _� T2Q.OQ o I \\ sWx3 /.'/ t END STONEBLEND l Y m TOTAL VOLUME REQUIRED = 6,768 OF . • • ❑ w' `~ i PAVEMENT 3 GQN FG fl'. // i e o� 3 A# ►'!PSI r Roo,.. i /•': Y .y " VOLUME PROVIDED: A I I I ORTFf RUNoF•ro B2o.00 �S / l' w ', 3® USE FRENCH DRAIN 'B' 3 o' II (SE\>=?4IDE OP BUILDj' Fr=o TSD ' ' 820.00 ;o // 6.90 \' 3 wo Nom . (J 1 o I RCHI TURAL. No: Ll' of(18 ^� ' :' d �i t IS PIPE: 1."16 5F x 345 LF = 601 OF _ , f- rr 7'EC I O .2 ,t 0 J Q' \' ' r I " Da P1-ANSP* GRAVEL: (18.24 5F x 345 LF) X 0.40 = 2817 OF q#4 r Q I OUT LpG• oR 9 O / ; /:' : / w t \ PR \ ATIONS) 1�=g 8 •' T2a.00 oo w 0 USE LEACHING FIELD 3.0 w z o \ 111 OPOSED \ o / 69.75' ,• '.. // ; 2 4 ! (13) 10' DIA. x 4.25' 1DEEP POOLS = 3,750 OF 2 J Q \ 111 \ BOAT STO 1 ST6Ry - �w \ RAGE g' 7.50 , o TOTAL VOLUME PROVIDED = 6.904 OF qN 111 - U►LDIN� J lil \ / 52 5o0. NO, ; J :,;:;:. i•, l i r� U� 2 ( \ L�7A# NLtJ TRIBUTARY AREA N0.4 l4 J Q 0 111 ROOF RLJNe,.� \ O. : /.'. E4 J.(, /. f / '� ,}i, t, • s0 0 A = 100,954 5F � \ (5Et•ARG r0 L1=fiGI�ING \ I i� T e /. . • 1'E_WW:q / 3 • , 1`' i VII 620.00' ruRAL P� ,.11=L17 \ I A 2 / , .. • VOLUME REQUIRED: � ►NSPO ANS FOR '. :.'/• . // '. 7.40 ROOF: 24,500 SF x 2/12 x 1.00 = 4,083 OF 0S_ Nil Ui LpC \ I /.'.' •/: w //i STONE: 29,91"1 SF x :2/12 x 0.60 = 2,992 OF \ I ALT\ 4TIONS) ~`1^~.~ GRA55: 46,537 5F )< :2/1:2 x 0.10 = '776 OF o /I/ T20.00 : 1 / ''•' /'' /•'•' ' /.' .'. #3.. �, ENGINEERS GERTI F I GTI ON TOTAL VOLUME REG�UIRED = 7.851 OF gE '! 7.30 �' FLOATING DOCK VOLUME PROVIDED: - �? 1 (I ") DP : :F�R MINI 5r-DH TaBL 9'9�' / RAMP • 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEWAGE s y. , , /I/' T20.o0 n'P. . M �IOR7A S /.'.' •'•'/•' Q' Qi i DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME USE FRENCH DRAIN G I'A OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH J /I/ B9.2a 1 RAr1oN DISTA NrgL' /'' /,��U. . .'/. . . ,:i , IS PIPE: 1.76 5F x 225 LF = 396 GF - NGl_g /.' /�/ ;. �s GRAVEL: (6.49 5F x. 225 LF) X 0.40 = 584 OF U �'� /�/ 9 :' �i� % /�/ 710 s�4 STUDY OF THE SOIL, 517E AND GROUNDWATER CONDITIONS, ALL /�/. . . . y I \ /. , :•'.i LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO O z z DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN USE LEACHING FEILD 4.0 720.00 : 920 : / 1: /� l' EFFECT A5 OF THI5 DATE. (21) 10' DIA. x 5.00' DEEP POOLS = 7,184 OF U? /I/ 69.75, \ .• -:� /:� /�/ .,' 7.20 tz !� oti- 9.75 � it` 8£ APPARENT HIGH WATER TOTAL VOLUME PROVIDED = 8,164 OF l ST/ / : f' /�/ \' MARK IN COINCIDENT WITH ?��I ' �Q�\ i BULKHEAD • . .Nil. . . . ... .. T . � / ,. III' e2o.00 TYP. :, .. • • •.. . . • • .. . . . NLS . ._.. � HOWARD W YOUNG, NYS. L.S. NO. 45893n 1` T 4`I: I . /�/;` /' i THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61485 • .•' III. (�4). o o' •� • ''��_ _ o • • / Ute. - - � � I. .DI 4.70' I \ 8 IE_ l„ I ; z / ry III • . . - DOUGLAS E. Y.5. P.E. NO 80897 / Pp LS: \ :�O\ 9.75 I •/: 7 20 t; ° / k III o 9 NE \ I ADAMS, N ' ;' • �. ' • • • . SAKI ARI' - - - - - - - -- -�.�-�'. 7.10 t / ,1 °° • L 3 / . ... . . . . . . . .. l \\12 0 yrs : I I/ , ORS CERTIFICATION e Tq#2' '' ' . . . .. . . ' .. . . . . . x` 4\7-9 X 8�'ON'?EPTIG T 'O' I "? _� �. Z 967 TIE UNE ALONG • / 2 PR SOL X 3.OoI K • . , /'/ �o a N APPARENT HIGH - - - - - - •• • • • .BQ D 1 c+ y�1'S`�GHING G,gLDSEP 0 / J/ `1, ti �J� / `. WW WATER MARK I RE AT THIS MAP WA5 PREPARED UTILIZING I OSE `7 " \ HEREBY CERTIFY THAT i = - _ _ - _ AT Q TORY u .FUTVFf 5 GA LEY-5 , •• ® / I/ i v Vis;t, x � BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR s y�• g MH 4..I. . .. . . . . . .TA#4. . . . .: :. .... .. AGE 13UILDIN \\ NS1oN. til /< o UNDER OUR DIRECTION. R =2O'O O (J •/ '• //'/ ' �� i` .. . .. . . .. . . . . .. . . . . . . . . . . . . . . . 49 '0 NO 2. \ lY 8 C" 16.00 ' SF _ / / ;` O 100'FROM a o£ x _ 11==Io.3g'S . . . . . .. . .. F�E�_ \ �. 9.9 / / WETLANDS 10.00 3z In G oNNEG7 ROO,. �j ARGHI LZACH/NG F QLD EgGHING TEC I �•' pA t DZ� i <' FOR DoWNSPOUy��L PLANS <21) lo'r xS LD.4.0 9�' '' �ti T14.0o LOGgT10NS) ;00,DEEP POOLS•' I :;/ /'/ U� 1 ) 91,- ` . . . . .� r 69.75 IAL : 1 9.9 /' /' _40 r aL- •• ' - SI-=9.00 .' / ;' o ': �\ 712.00 \ HO RD W. YOUNG, .Y.S. L.S. NO, 45893 I69.55 ,. 0 9.55 '• ,• / .' .7:20 / ; ittt \ (� `10.5 O Cy •INLST' '% �-• .2.• i t 1 I'• x ;• l�- / v� IE=6.0 J b EL=9.op / IF 70 `�\\l 'Si �Q :}it .. / TIDAL VEGETATION AREA 1.00 0 (is")HDP TYP '.... 8 ♦`�\, ; 7.20 . ._ :' BOAT 5TORAGE BU I LD I N65 ° / i + ` r' 0 79.85 GONG 10 69.35 ��I""� :9.28 ' ; v 5TRONG 5 YACHT GEN 12.00 •' / TSR O Q I EDGE OF MARSH $. Tito Tq %.' $2'of N 7.10 ;A 7.20 at Mattituck, Town of Southold p RIM=1O.Op 11 <I3) lo' EAGHI NG ,. C� _. 88'. (1 )Hops 1.0090 / ` �� !` / E o IE=b. DLA.x4. IELD 3O QAr D's' :i' - Suffolk County, New York O \ lz , •.• 50 25 D>=EP POOLS T'• � IF=2.48 :I�: ;'�s• ,4' � . 11•.0 - . 9.50- 5 . 8.00 7.10 / c ; 7.2 / 1 . 0 10 / F� 9R��<lY '; LET 3.2 ,s'� GRAD I NG DRQ I NAGE ALAN 12.00 .. . .. • 10.50 �`� 68.70 - 7.20 qr EL-7.00 T11.00 �G o l ^�: 16� . . . . .68:25: : T: �'\• l? ❑ E=3.50 • 2 69.35 18 b0• 4�'oP(18")H 00 h 1000 106 06 10 SETBACK LINE Count Tax Ma District IOOO Section 106 Block O6 Lot 13.4 68.80. -1'�TAbNING. . . 1 .' : . q'r, y P 9 14 .. . .. .''' nOW or formerly 12 ; ' NN N\1\1,N- I , 28 30- - - i ?�W.. . . MAP PREPARED JUL. 03, 2018 r, / 12 y ,moo K GALLONV ,,,\\noN or f ormer l ' I (2) 2 LP �� . ' .'. . �� " ' "Russe I I Ze I Iner � ;< ' • • •• • • • � • ' / Denise"Z�I'Iner De Anthony J. Demau la � 1�GRpUND \ � '' . ' . Record of Revisions Q Dorothy A. Demaula T�NKs I \ " 0 i REV151oN DATE subdivision Ma of "Shore Acres"'' " ' ' DQ ry N N \ o I TOS, NYSDEG Nov. 20, 2018 o filed on January S, Ig14 as Map no.41 " � subdivision Map of "Shore Acres" MN � N oo filed on Januar S, 1,51 14 as Ma no.41 � 11 / z ' DEC 1 201 40 O 20 40 80 120 Siannin(1 Toar Planninn Board s Sca1e: 1" = 40' a JOB NO. 2017-0165 B = MONUMENT 5ET ■= MONUMENT FOUND 0= 5TAKE 5ET ♦= 5TAKE FOUND DWG. 2017_0165_site plan 5 OF 7 AUTHORZED ON OR TION THIS SURVEY IS A TION OF SECTION 72DS OF THE NEW YORK STATE TION LAW. TY LINES TO E)QSTING ARE FOR A SPECIFIC D ARE USED TO ESTABLISH TY NES OR FOR CTION ES OF S SURVEY MAP OT BEARING LAN SURV ALL (I INDICATED HEREON SHALL RUN ONLY'TO THE POISON FOR WHOM THESURVEYI5 PREPARED AND ON HIS�TO THEM?EA COMPANY.(GOVERNMENT SHOWN HEREON LEN NDI G INSTITUTION TION LISTED HEREON,AND TO THE ASSIGNEES OF THE IENDIINNC�INSµTUTION.NOT CEN FICAATONS ARE NOT TRANSFERABLE TO'�ADDITIONAL INSTNTON�OR SUBSEQUENT OWNERS. ('5)THE LOCATION OF WELLS( THE SEPTIC TANKS (T) CES SEAL OR EMBOSSED SEAL ARE NOT BECONSIDEREDOBSVA ON A A VALID DATA O COPY.({)FROM 07 EM (W),SEPTIC TANKS(5T)@CESSPOOLS(CP)SHOWN HEREON ARE FROM FlELD OBSERVATIONS AND OR DATA OBTNNED FROM O7HEftS. 400 Ostrander Avenue, Riverhead, New York IIQOI PARKING CALCULATIONTEST HOLE DATA tel. 651.177.2303 fax. 631.127.0144 NPARKING REQUIRED McDONALD(5EO5GIENrE a min®youngengineering.com 9/29,1I8 4" SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS 131 62 OFFICE = 2,102 5F 0 1 5TALL/100 5F = 2.1 STALLS 0.01 EL■1.6 0.0' Howard W. Young, Land Surveyor MARINA = 40 BOAT SLIPS a I STALL/BOAT SLIP = 40 STALLS MIXED MIXED Thomas G. Wolpert, Professional Engineer SAND SAND a STORAGE = 16'7,61.1 5F ® I STALL/Ip00 5F = 168 STALLS � � LOAM FORM os, Douglas E. Adams, Professional Engineer 25 EMPLOYEES ® I STALL/EMPLOYEE = 25 STALLS w � E PALE PALE Robert G. Tast, Architect BROWN s.O' BROWN Robert 5tromski, Architect TOTAL REQUIRED = 262 STALLS FINE FINE sININE AD I ' PARKING PROVIDED '` (5P) (sP) 6W EL=1.4 i.b' 6W EL=12 6.4' : i I ,: . EGTR� : '. '.I . TOTAL PROVIDED = 57 STALLS + `! HANDICAPPED PARKING PROVIDED = 6 STALLS I WATER IN : :•' ; I 5EkNPER VIDE( )•TC?'B I so J r ' WATER IN PALE : ROUT.. ' •. i, , ,f r>!r t i t/' S I PALE QOM I FROMITH1.6 iSTI \ SANITARY DESIGN CRITERIA CALCULATIONS, BROWN FINE 3� I FINE SANDLO I uTiL IT1\ i'0LE I SAND (5P) w I '. '. o SEWAGE DESIGN CRITERIA GROUNDWATER MANAGEMENT ZONE = ZONE IV I \ '• \ ' '; a METHOD OF WATER SUPPLY = PUBLIC, I"Lo' \ \ \'• ;i w O ALLOWABLE SANITARY FLOW = 600 GPD/ACRE � 16.4620 AG x 600 GPD/AG = 0,877 GPD BUILDING U5E5 4 6RO55 FLOOR AREAS (GFA) I EXISTING POOL, :i: : �t� ' ,(0 `6 PROJECT DENSITY SEWAGE FLOW GONG. PATIO 8 SHED RESIDENCE: = 300 GPD TO BE REMOVEDDO :I::;: : :�1 0 J FIOA�NG CK OFFICE: 2,702 5F ® 0.06 GPD/SF = 162 GPD EXISTING L I I 2o.s , L- P a MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD BLDG. NO. USE GFA /.::•I; : •� SHED G 5TORA6E: 66,117 5F a 0.04 GPD/5F = 2,645 GPD 1 I STORY 1,610 5F Dal/ia' or ,5 O RESIDENCE t w t NEW BOAT STORAGE: 101 00 SF ® 0.04 GPD/SF = 4,060 GPD �' 1 , 2 STORY onna SCSI so,3•' 3 , } a TOTAL DENSITY = 7567 6PD a 1 ; : : : l: �o O OFFICE 2,702 5F M• �osco/ : : : 1 : I : ' :I 11 Vit, i ga 60 a I STORY �t DESIGN CALCULATIONS SANITARY SYSTEM NO. 1 U X w STORAGE: G 66,11'7 5F a 0.04 PD/5F = 2,645 GPD 3 STORAGE 17 320 5F I :: : : ' ' I:: : I ; O I STORY EXISTING WELL TO I: ;; ; I, : I;: I // �U 4 160 5F BE USED FOR : . I. . :: 1`, �� `t� NEW BOAT STORAGE: 101,500 SF ® 0.04 GPD/SF = 4,060 GPD STORAGE IRRIGATION I : I: :. . I: I, I ' TOTAL DENSITY = 6,705 GPD O5 I STORY 541 5F PURPOSES ONLY / �! I :I: • •: I ;: I : l Z5 L1 STORAGE O SEPTIC TANK s CONCRETEAWING I :: I . /� i`' REQ. 6705 GPD x 2 DAYS O STORAGE I STORY 10,786 SF \\ RETAINING W ILL::I:::�.: . . /�� •:' • ',' i = 13410 GAL. �� !'::.'1; I USE I TANK 8' DIA. x 4' LIQUID DEPTH r I STORY / = 1200 GAL. O STORAGE 15,076 SF IPA \\ I :.' I:.':.' !':::I.'::. k;:•/ t LEACHING Ldx /:: ' 1 5TORY T40.00 Aa I l 'i c� Ld REQ. 6705 GPD / 1.5 GPD/5.F. = 4470 5FSWA O STORAGE 22,425 5F T40.00 \\ 6 HIGH BLACK (2) T46.0 l :: I,�l, t a 5 VIN r- 2K G �': / a 20. N PROPOSED o zn T42.00 T44,00 \\ L GLAD FFNGF /�BO�CGROUND 7ANKS / ��ti�o'' ' / /// J l' `° ga\ 4.75'N LEACHIN6 GALLEY SIZE: x 8.50'L x 5.00' DEEP = 70.5 5F5WA T46.00 \ ARG 0. /,•� ry m �+ s BLDG. NO. USE GFA I T48.00 (B'-OTHERS)RErq,NING T20.0o / / � N RAMP USE 5 GALLEYS ® 79.5 SFSWA EA. = 398 SFSWA" � \ RS WALL 69.85 � .' .•/;B•zQ:o6• O ,. 1 5TORY I ` / /•� O 49,000 5F \ " T20001 STORAGE ', / � / .B98. . .�••../ i,` � �' Y 0 g \ T50.00 - _OS-- - - - - - /' •' 1.11 `� RESTRICTIVE COVENANTS TO BE RECORDED ON THE PARCEL 1 STORY _ T10.25 x a ELECTRIC 10 STORAGE 52,500 5F v: x 820.00 \\\ - _. ._ / / •� B9.75 �` � � F- SERVICE TO REDUCE THE DE516N FLOW. T2 0Q'� i ^ It lz o - FLOATING DOCK M \\ 375' 975 /.: //` iEND 3�i � J \ e�• , . . . , . . . . ' ' a a /6• /. . PAVEMENTEBLEND DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 2 \ . . . . ' ° / / /� �� $� 3 OFFICE: 2,702 5F ® 0.06 GPD/5F = 162 GPD B20.00r / 3 MARINA: 40 BOAT SLIPS ® 10 6PD/BOAT SLIP = 400 GPD 60 -, /g • '' A:'o:':# / % ,t 6.90 QJ �' ��. 3 TOTAL PROPOSED DESIGN FLOW = 562 GPD B20.00 �: d 10 Q I \\ j T .50W J SEPTIC TANK Q F \ \\ 9 T20.0000. �• l`. OJ t� J REQ. 562 GPD x 2 DAYS = 1124 GAL. •PROPOSED �` I I 89.75' .'••.•'i..• .. USE I TANK 8 DIA. x 4 LIQUID DEPTH = 1200 GAL. BO . S •. 1ST d a s t -+ w 7 Y AT ORgGE BUI 6P e 7.5o J 0 ,� o LEACHING LDIN� N0.1 X LEACHING GALLEY SIZE: 4.75W x 8.50L x 5.00 DEEP = 79.5 5F5WA 9:95 • m =.10. I ' /.'.'•••� /'•'•�:' • ��; � ' 00 : : / '. • ' / .: i t , s i} REQ. 562 GPD / 1.5 GPD/5.F. = 575 5F5WA ' � : o USE 5 GALLEYS ® 79.5 5FSWA EA. = 598 5F5WA / 7.40 1 09� / .. : - .. ...... -... /.*,. . o .,..;` T2o.00 • I � ./ '/.'.''''�/•�.'•.'•. / 62 ENGINEER'S GERTI F I GATT ON 69.75 PE / o�"'l X7.30 �0 FLOATING DOCK . I BY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE I '! HERE MINRI�MDHS 7ABLF' 9:95 .' ;:,/ RAMP DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DESIGNED BY ME V`p'..�a,g �• 9ti T20.00 s �PARArIo. ORIZONrgL /• • :/,��U� /• ' t , o� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 6920 ,9' �� •�' s t F THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL 1; I I DlsrgNGES /•' LOTS,YA5 PROPOSED CONFORM TO THE SUFFOLK GO 7.10 °4 1 DEPARTMENT OF HEALTH SERVICES CONSTRUCT 5TAND 5 IN U '' T20.00 : �\ 1 O.z Z�• • ,� e,> 9.20 • �_ / •' • . �: � I: /i � �` EFFECT A5 OF THIS DATE. 2 q. .... 7.20 �l. Q Oti- - - B9.75 J \ 9.75 / y U / 9 \ 9.7 �U 'it itAPPARENT 8£. . . o / ; : , / / co/ (I \U�/ ' MARKIN COINCIDENT o \ / 0� \ __ O ST/ . / .' : �f: ¢� `l BULKHEAD 90. 20. 0- 350' �� .2a / \ CO 1 I�•� / H 't� ;N. . . 8. NO. 45895n . . •• IN I ' �• �!t THOMAS G WOLPERT, N Y 5 P E NO 61483 / _ EL 8, r ti `'' DOUGLA5 E. ADAMS, N.Y.5. P.E. NO. 80807 / - -/ . . � I / . .. . .. .. .. . .• .. / \\ \ . . . . .. . . .. . . . . .. .. . . . -•'9.75 I /.�I 17.20 •/ � moo• '. . . .. .. .. . . SAi IT r - - - - - - =•- �..1 I 7.10 1 . 5UR\/EYOR'5 CERTIFICATION 200 AR 3Y5 - s / • , . . .. . / (5)\ 7i�, G g1 LON.g1=P71G M NO I I / Z TiE LINE ALONG / . . . Np w x'8.50'1 7A' f< o� f � s a / X 3.QOI i h� N APPARENT HIGH R ` LF, bE • I HEREBY CERTIF'Y' THAT THIS MAP WA5 PREPARED UTILIZING .. . , .. OS' gGfiINIG 1=P i l i �= WATER MARK _ BQAr E� 1 S74RY '. �o� ,Fxp LE)-s . .. . / ; fo BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY U5 AND/OR . UNDER OUR DIRECTION. ' / - - � ti.✓ ANS , I s �1 . .. . .. . . . . .. . .. . . . . . .. . . . . .. . . .. . . . . . . . . .. . . . . RAGE \ tots �.. / ;t �� i o BUI LDING . 49''0 F . N0.2 N Z£ // F / '-m '��•. , OQ. -- - / 100'FROM X 1` i /Or� / . .. . . , . F� _ S 9.9 WETLANDS 9Z .. . . . . . . . . 9 \ • ` W 2 W sw s OZ�/ . . . .. . .• •: I • � '•� �./ 4'. I Fid, .:: I T94.00 . 9 l 69.75 1 9.9 /: /•' `1 ` , i. c �Y1r' ./�' . D o0,1 HOWARD W. YOUNG, N. .S. L.S. NO. 45893 NEW Zl. . ... . . .. . . . . T12.00 ? / HANDICAPE ^ B9.55 9.55 / 7:20 / PARKING" / I l�- O SIGNS T(T 10.5 x ...o: .. <:.. `p ;... .... 0 60 0 �,, / TiDAL VEGETATION AREA01 0 �' 1' ICD ti 1.00 �' o i.' S 7.20 ,` �� 1 BOAT STORAGE BU I LD I NGS �0 T9.85 GONGRE 1 a : //' / T01, 12.00 69.35 R)=THIN G 0 '9.28 W `l 5TRONV5 *rACHT CENTER IN O . . S ., �y Q EDGE OF MARSH / "' LL : `JI 9, /•. . .882 0 yFly 7.10 O O ° �� r �, ; ;' I„ ; ;/ . : S�Vb 7.2'0 ti at Mattituck, Town of Southold Suffolk County, New York O \ 9.50 T 7.10-\ c s ",�• / f- O i 1,.Of1 . - . -� - - 5 , 8.0049�F� oR \4 v s o y � . _. � . - - - _ . _ . � J 1 . � 7.20 ,`meq, : : UTILITY PLAN 0 12.00 ... . .. . . • • 10.50 �`L. 68..70 - n O o T11.00 / : �.� .HB:25..?7:5 ..• �' p. p. h G y i B9.35 •�0 :Go�G :. : ' 1000 106 0(a 10 Z N o SETBACK LINE S -5 •' 68.80_ - = '' ':: '::' \ ''' ' I Count Tax Ma District 1000 Section 1 O6 Block Ob Lot 13.4 �, ' now or formerly N 30- \\ . .. : •' MAP PREPARED JUL. 03, 2018 now or former) (2) 2K �'.. '• • / Russell Zellner 1P y GALLON Record of Revisions Denise Zellner Anthony J. Demaula I$ ABO GROUND INKS \ \ z REVISION DATE / Q Dorothy A. Demaula I N \ \ �. 0 T05, NYSDEG NOV. 20, 2018 C4 e} N subdivision Map of "Shore Acres" 0 N a N filed on January S, 1114 as Map no.41 subdivision Map of "Shore Acres" "' 1 filed on January S, 1 q 14 as Map no.41 I DEEC 1 1 2018 / � \ 40 O 20 40 80 120 M _ - / Banoljn njr Ec'-d Scale: 1" 40' JOB NO. 2017-0165 O = MONUMENT SET ■= MONUMENT FOUND d= STAKE sET A= 5TAKE FOUND DWG. 2017_0165_site plan 4 OF 7 ON OR ADDITION TO THIS TION OWN LINES TO Ell ARE A SPECIFIC AT40 ARE NOT TO USED TO ABLISH TYUKES OR FOR ERECTION OFFENCES.(3) OTBEARING THE SEAL SHAILLNOT BE TO BE A VAUD )CERTIFICATION (1)UNAUTHORIZED HEREON SHALL RUN ONLY TO THE PERSON FORRYWHOM THEEVIOLATION SURVEY IS�PREPARED AND ON HIS NEW BEHALFTO THE TITLE COMPANY,(2)DISTANCES �A'GENCYY HEREON LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING�INSTINTON.CERTIFICATTIIONSS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.THIS (S)THE LOCATION OF WELLS(,SEPTICTANKS (VEYp)S INKED CESSPOOLS(CP)SHOWNHEREONHEREON ARE FROM FIELD OBSERVATIONS RVAAND OR DATATRUE OBTAINED`FROOM OTHERS. NOTES FOR TEST HOLE DATA A�BA�NDONMENT OF SANITARY 5TRUGTURE5 400 Ostrander Avenue, Riverhead, . 6 York 114101 tel. 631.727.2303 fax. 631.'12"1.0144 eNag-d-pour, oun9' +J McDONALD&EOSCIENGE ABANDONMENT IN-PLACE ( admin�youngenglneering.com 01/25/15 EXISTING 5Y5TEM5 SHALL BE ABANDONED BY REMOVING ALL N B1 B2 RESIDUAL 5EWAGE WA5TE5 BY A LICENSED WASTE HAULER, REMOVING Y iy� y�y Y ♦Y� / THE TOP OF THE STRUCTURE(5), BACKFILLING WITH SUITABLE 5AND AND 0 ELl IXED 0.0' EL=7.6 MIXED 0.01 GRAVEL MATERIAL, AND PROPERLY COMPACTING. Howard W. Young, Land Surveyor 5AlllV t 5AND a Thomas G. Wolpert, Professional Engineer / LOAM LOAM O5, ABANDONMENT BY REMOVAL Douglas E. Adams, Professional Engineer n PALE 2.0' PALE EXISTING SYSTEMS MAY AL50 BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE WASTES BY A LICENSED HAULER, REMOVING THE Robert G. Tast, Architect Q BFRO BRO ENTIRE STRUCTURE(5), BACKFILLING WITH SUITABLE 5AND AND GRAVEL Robert 5tromski, Architect W E / 5� SAND MATERIAL, AND PROPERLY COMPACTING. Q. 6W EL-1.4 'f.b' 6W EL=1.2 6.4' ABANDONMENT OF SEWER PIPING WATER IN THE ASSOCIATED SEWER PIPING SHALL BE OUT AND GAPPED AS A WATER IN PALE MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED W FALE BROWN FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION SANITARY DE51GN CRITERIA 4 CALCULATIONS BROWN FINE 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. FINE SAND SAND (SF) CERTIFICATION REQUIRED 5EWA6E DE516N CRITERIA S •� (SP) I3.o� •� THE ABANDONMENT OF EXI5TIN6 5EWAGE DISPOSAL SYSTEMS, EITHER IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A GROUNDWATER MANAGEMENT ZONE = ZONE IV � LICENSED DESIGN PROFE55IONAL OR LICENSED CONTRACTOR AS METHOD OF WATER SUPPLY = PUBLIC I"fA INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR ALLOWABLE SANITARY FLOW = 600 GPD/ACRE •� PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS, THE 16.4620 AG x 600 GPD/AG = 41,877 GPD •� APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD AL50 •� BE CONTACTED. PROJECT DENSITY 5EWAGE FLOW •` RESIDENCE: = 300 6PD OFFICE: 2,702 5F ® 0.06 6PD/5F = 162 GPD • _ MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD •` .'• _ STORAGE: 66,117 5F ® 0.04 GPD/SF = 2,645 GPD .\ i• �'• NEW BOAT STORAGE: 101,500 5F ® 0.04 6PD/5F = 4,060 GPD •\ •i• z o TOTAL DENSITY = 7,567 GPD 7 • ._. LL o \ DESIGN CALCULATIONS SANITARY SYSTEM NO. I U '\ '\ STORAGE: 66,117 SF a 0.04 GPD/5F = 2,645 GPD '\ NEW BOAT STORAGE: 101,500 5F ® 0.04 6PD/5F = 4,060 GPD \ TOTAL DENSITY = 6,705 GPD \ SEPTIC TANK nota or formerly .\•\ USE 16TANK 8 DIA xD4' LIQUID DEPTH = 13410 GAL. \ \ G I y n B. We I r $ \•\ Al LEACHING = 1200 GAL. \ \\ Michelle T. Weir �4 \ \ \ \ PROPOSED REQ. 6705 GPD / 1.5 GPD/S.F. = 4470 5PSWA \ WATER MAIN LEACHING GALLEY 51ZE: \\ \ \\ o •\• Ito EXTEN51 ON 4.75'W x 8.50'L x 3.00' DEEP = 741.5 5FSNA 111. 10 USE 5 GALLEYS ® 741.5 5F5WA EA. = 3418 5F5WA" \ - - - o \ °ms`s \ �_ - - _ - - " RESTRICTIVE COVENANTS TO BE RECORDED ON THE PARCEL 7 z- •\ TO REDUCE THE DE516N FLOW. -' - - - - - - -- - - �� 'NOW 'pNpp � PROPOSED - - - - - - - - - - aNl \ \ FA�RKING CALCULATION - - - - - - _ - - - - o\ � \ c';qz ' HYDRANT DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 PARKING REQUIRED \ o Li 'S O O •\ o\ YS ^ PROPOSED OFFICE: 2,702 5F ® 0.06 GPD/5F = 162 GPD SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS \ °o �o' h '' 9 o s �' .� MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD OFFICE = 2,702 SF 0 1 STALL/100 5F = 27 STALLS 4 °° /So`' 9�'3 � O O WATER SERVICE • MARINA = 40 BOAT SLIPS ® I STALL/BOAT SLIP = 40 STALLS / / � O,ti f9��0 .� TOTAL PROPOSED DESIGN FLOW = 562 GPD fi STORAGE = 167,617 5F ® 15TALL/1,000 5F = 168 STALLS �7 \ O ~� SEPTIC TANK l \\ O Baso 000M / �f9�~S \ S< ` USaI TANK 8' DIA. �4YLIQUID DEPTH = 1200 GAL. 25 EMPLOYEES ® 15TALLMMPLOYEE = 25 STALLS ��e ftoo'Dock S 1124 GAL. �C \ TOTAL REQUIRED = 262 STALLS / /�o�>dy\ 5. K y-� 9� .� LEACHING ��N��\ �cL, N ' PARKING PROVIDED LEACHING GALLEY SIZE: C14 rz� 4.75'W x 8.50'L x 5.00' r EEP = 741.5 SPSWA �o \ 1ila� �� Np2Q N TOTAL PROVIDED = 57 STALLS / `b'I�'i/ao 1 d �� '� yti �� tibCOD 10 V, Ol REQ. 562 GPD / 1.5 GPD/5.F. = 375 5F5WA HANDICAPPED PARKING PROVIDED = 6 STALLS \ sv ,v `�Q to o m �� / - �� GARAGE USE 5 GALLEYS ® 741.5 SFSWA EA. = 3418 SFSWA / s'sa 24.5. �� I : /•' / 3 a o OVERHEAD W S _ d ../Le�G;4T.I ON'O Y S x N� TSR'. :. I • �� ENGINEER'S CERTIFICATION Do / / m v \ F't! 3�3ys 341' -� E°VNON '�I :; ::�l7/10'.'••�' •.' '• '. Imo ;.`. 1. v° I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE o`� y i /.'. O GATE z� DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME 52. . . . .. . . . . . .E Aw / \ _•. . ..'' XI'STi.N ° 1 )3 �� o OR UNDER MY DIRECTION. BA5ED UPON A CAREFUL AND THOROUGH \ 50- •:5A ..17rA �'. •' .• ^ , _' n� WELL STUDY OF THE SOIL SITE AND GROUNDWATER CONDITIONS, ALL BUILDING USES GROSS FLOOR AREAS (GFA) l /'.' • ' o,0 i;, \\ 5Y5TE'M.TOS BE - s E "ZU 10' LOTS, A5 PROPOSED, CONFORM TO THE SUFFOLK GO / /' i i� DEPARTMENT OF HEALTH SERVICES CON5TRUGT STAND 5 IN EXISTING r ABAN - NC \ �o�. k6• / .• / . • /. ii 20'`=� 24.02' Z , o EFFECT A5 OF THIS DATE. BLDG. NO. USE GPA /. .•' STORY 1,610 SF / � r �' �� • .''j•�.••••.'B�' U�-D'I`OR••••.'•/.'•.•••' •• ;' �i' 5 ST: L 5 O RESIDENCE E' / Cp / i.f R1GATfON•• Iv �_ . NEW / 1 W: Uj 2 2 STORY HANDICAPED O 2,702 5F /. .• •'. /. �. .. . . . . . PARKING" �< 1�1 1 La• G/b' OFFICE / /.' •' •'.'�' . •'.'/ ' '. .. . . ... .:. . .. . . o�`v`l , :� SIGNS / �a U I STORY 17320 5F / / / � �`•` I, RAMP �� O STORAGEc� 5 w w U HOWARD W. YOUNG, N.Y.S. L.S. NO. 458413n /•'. :''/''•' '•'/. ,. ,. ? �z N v, THOMAS G. WOLPERT N.Y.5. P.E. NO. 61483 ?? �- I STORY Q� / /.. • •./. ./. ,. / .HANDICAPED 33' a 3 w w O 1641 SF �Jl /,• •,• 1, , PARKING^ o. z t Y DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808417 42' •' /. ' '• SIGNS , M a W v STORAGE L / /, j. •'. •j. 434. Lis � ;.•..' .' it •� •' f/ :. ,t 1 STORY 341 5E / / /•'. ,•;. /.': '. '. GP / f/ cD O L ,• • . .• ;. / ; / / 2 STORY o \ t z 5UR\(EYOR 5 CERTIFICATION STORAGE eo }`20 WELL i -�o- ' f FRAME j ¢ p . I STORY �O O •' • .'/.' . / b° 4'4'S i °�x f^ o o , 2 BUILDING/` o' 0 10,786 5F / / / 5 a , . O �' / 1t' i � �' o I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING _ STORAGE •�/•• ' •. ' ^ 5T 40.5' 3 I STORY NEW a1 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY U5 AND/OR 7 15p76 SF a / • • , ?3. ;;; $) ^NO PARKING" O STORAGE 341 : ;/ ' �' e METoRy �! aj SIGN Sa UNDER OUR DIRECTION. 1 5TORY Q Q o r / ✓: .': '� @(/� q� o i'' o O STORAGE 22,425 SF O� / �/ /:.': /: ; .I 1. ��/NG h``` \�� NEW BASES No PARKING" ClOR SIGN j ED 24 r O/ I : '. •', '• I .• .••• I ;ilh' O t\ / SIGN LIFT TRACK PROPOS . BLDG. NO. USE s 1 STORY N O STORAGE 441p00 SF Nr ,� .\• '.'•;.\ EXISTING 5ANITARY �� \•;. ::.\ . ': \ 9.55 t,1 ti , i; eyes. s O 1 5TORY / `.;.:. 140 4 52,500 5F SYSTEM TO REMAIN �� ': '\::•; : �' ;:::' '!;. s 9.30 ! STORAGE \ . : / I ' \'•'• ''�'�'�•.,�..:•.:• . , 9.40 ,;.} 1i 9.20PROFO ED �.• .,:,::, ,� i, 9.40 / / \�:.'. � � '''•:: '� ``ihi ; . i ( / FORGE AIN • \ \ T / � a' HOWARD W. YOUNG, N. .5. L.S. NO. 458413 PROPO ED ST / 3 .• .'. ::�'�::: ••'••. C, STORY z 5B BUILDING WATER ERVICE 31 4 Z , \\ :.:::::• . • • Sail Wa I W N E30AT 5TORAGE BU I LD I NG5 r l G \'.; S\'•:', , ::.y 1 J I N . . . . . . . U I G DOCK STRONG'S YGT CENTER .' g Z. caw FLDATIN 00 z at Mattituck, Town of Southold 14.1 ci w M � / / O C' NEW 5ANITARY SYSTEM N0.2 \'. '•'.'.\`• `• . . \'•'' \ ' \\ 0 __..„ E y \'. '. . _ j,trJ dol ff I f! X11 5uffolk County, New York & / 4.0' -' 1,200 GALLON SEPTIC TANK \'.'' \ " D L L� L 1J�� " WELL I I I jiff / (5) 4.75l x 5.50L x 5.00 DEEP \'. \ ', '. '. \ r r r r eo.1' r / N - .;r/!' LEACHING GALLEYS a '. '.\ \ \ . '• '• '• J Y rt UTILITY FLAN s / n p GRAVEL DRIVEWAY 24.3' \. I / w UCC �. 2 18 c 5090 FUTURE EXPANSION \ \ . . • . o \'. ,'. \ '• '• '. '. 1 . '• '• '• 1 . I ;/ t - 1000 106 Ob 10 r 1 Southold Town _ 1 ' ` 106 Block Ori Lot 15.4 z w l r ` '. 1 J / I Planning Board County Tax Map District IOOO Section n 1 . . 0. o a / a ' -' • Ol \ . 1 1 . / J MAP PREPARED JUL. 03, 2018 d 1 o �'WIREg EXISTING WELL TO BE 1 I I ! f, BELGIAN BLOCK A / USED FOR IRRIGATION I ~ '�'•'' a �� 1 . • • 1 Record of Revisions /ve `� /, z REVISION DATE oR PURPOSES ONLY I : ', '. : 1 : '• '• NE1Ygy OL FENCE : I :I . '. : �0 �1/ `� TO5, NY5DEC NOV. 20, 2018 / • '• POCK \ O• �O/ P`'e N�� RAMP FlID. a a _ \ \ G \ 1 ` • I J 40 0 20 40 80 120 i W t a o 5cl 1" = 40' : . I ' : '• : :f d \ _21; JOB NO. 2017-0165 a Oi2 r 1 : I• I : : : .II '. : : ': II ' t' 1, DWG. 2017_0165_site plan 5 OF 7 O- MONUMENT SET ■= MONUMENT FOUND STAKE SET A- STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY,(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BERALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE AS51GNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I Moil tel. 631.727.2303 fax. 631.727.0144 odminIorungengineering.com 4lm l Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert 5tromski, Architect NOTE:PIPE LENGTHS FROM NEW FROM BOAT STORAGE BOAT STORAGE BUILDINGS TO BUILDING NO.2 SEPTIC TANK ARE THE SAME I E=7.83 5'-0" 43'-0" TRAFFIC BEARING SLAB 4"PVC @ 1.000% HEAVY DUTY& 4"PVC @ 1.000% HEAVY DUTY& 4"PVC @ 2.000% NEW 1 STORY BOAT 5AN1 TARY DESIGN CRITERIA 4 CALGULATION5 HEAVY DUTY& LOCKING CASTINGS TRAFFIC STORAGE BUILDING N0.1 onn"4 LOCKING CASTING LOCKING CASTING TO GRADE BEARING SLAB FEEL=10.00 FIN.GRADE TO GRADE TRAFFIC BEARING SLAB TO GRADE FIN.GRADE RIM=9.4 SEWAGE DESIGN CRITERIA RIM=9.0 RIM=9.2 GROUNDWATER MANAGEMENT ZONE = ZONE IV METHOD OF WATER 5UPPLY = PUBLIC, __ ..._.. . _.. IE=8.69 ALLOWABLE SANITARY FLOW = 600 GPD/ACRE - oFl-T NOTE:INVERT ELEVATIONS 16.4620 AG x 600 GPD/AC, = 9,8"1? GPD IE=7.83 ;? I t IE=7.07 IE=7.18 IE=7.28 IE=7.33 @ NEW BOAT STORAGE 0 8.50'Lx4.-f5'Wx3.00'D `� BUILDINGS ARE THE SAME PROJECT DENSITY SEWAGE FLOW LEACHING GALLEY 4'-0" 00 6F'D o Do PROVIDE CLEANOUT OFFICE:REVD NG2 702 SF ® 0.06 GPD/SF -3162 GPD BOT=4.40 - -- -- C @ FACE OF BUILDING CONCRETE DISTRIBUTION MANHOLE BA�� MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD TOTAL OF (5) GALLEY5 398 5F51NA PROVIDE END CAP LEVELING DEVICE STORAGE: 66,117 5F ® 0.04 6PD/5F = 2045 GPD o z MDL#SL-4 MFG BY TUF-TITE OR APPROVED NEW BOAT STORAGE: 101,500 5F ® 0.04 6PD/51= = 4,060 GPD EQUAL FOR ALL DISTRIBUTION OUTLET PIPES = HIGHEST EXPECTED HIGHEST EXPECTED TOTAL DENSITY "7567 GPD GROUND WATER EL=1.40 GROUND WATER EL=1.40 DESIGN CALCULATIONS 5ANITARY SYSTEM NO. 1 1200 GAL. SEPTIC TANK 5TORAGE: 66,117 5F ® 0.04 GPD/SF = 2,645 GPD NEW BOAT STORAGE: 101,500 5F ® 0.04 GPD/5F = 4,060 GPD HYDRAULIC PROFILE 5ANITARY 5Y5TEM NO.I TOTAL DENSITY = 6,705 GPD oangsl-pm,, SCALE: I"=4' SEPTIC TANK REQ. 6705 GPD x 2 DAYS = 13410 GAL. USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 6AL.* LEACHING REQ. 6705 GPD / 1.5 6PD/S.F. = 44'10 5F5WA LEACHING GALLEY 51ZE: 4.75'W x 8.50'L x 3.00' DEEP = 79.5 5F5WA USE 5 GALLEYS ® 741.5 SFSWA EA. = 3q8 5175WA* * RESTRICTIVE GOVENANT5 TO BE RECORDED ON THE PARCEL TO REDUCE THE DESIGN FLOW. DESIGN CALCULATIONS 5ANITARY SYSTEM NO. 2 11'0" 14'-0" 5'-0" TRAFFIC BEARING SLAB OFFICE: 2,702 5F ® 0.06 GPD/5F = 162 GPD MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD 4"PVC @ 1.000% 4"PVC @ 1.000% 4"PVC @ 2.000% HEAVY DUTY& TOTAL PROPOSED DESIGN FLOW = 562 GPD HEAVY DUTY& HEAVY DUTY& LOCKING CASTING FIN.GRADE HEAVY DUTY& LOCKING CASTING LOCKING CASTINGS TO GRADE SEPTIC TANK TRAFFIC BEARING SLAB LOCKING CASTING RIM=10.8 REQ. 562 GPD x 2 DAYS = 1124 GAL. TO GRADE TO GRADE TRAFFIC BEARING SLAB RIM=10.0 TRAFFIC BEARING SLAB RIM=10.0 USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 GAL. FIN.GRADE TO GRADE _. ... RIM=9.4 N LEAGHIN6 IE=8.60 LEAGHIN6 6ALLEY 51ZE: 4.75'W x 8.50'L x 3.00' DEEP = 79.5 5FSWA O IE=7.92 IE=8.02 USE 5 GALLEY5 ® 741.5 S/SWA EA. = 398 5FSWA IE=7.07 IE=7.18 IE=7.28 IE=7.42 0 8.50'Lx4.75'Wx3.00'D � t 2"DIA.FORCE MAIN LEAGHIN6 GALLEY cD 4'-0" FROM OFFICE BUILDING 4'-0" CONCRETE MANHOLE i BOT=4.40 ENG I NEER 5 CERTIFICATION CONCRETE DISTRIBUTION MANHOLE BAFFLE z PROVIDE BAFFLING AS DIRECTED BY pn TOTAL OF (5) GALLEYS 3g8 SFSWA PROVIDE END CAP LEVELING DEVICE ENGINEER AND/OR REQUIRED BY SCDHS • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWA6E MDL#SL-4 MFG BY TUF-TITE OR APPROVED EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT-W DISPOSAL 5Y5TEM(5) FOR TH15 PROJECT WERE DE516NED BY ME HIGHEST EXPECTED HIGHEST EXPECTED OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH GROUND WATER EL=1.40 GROUND WATER EL=1.40 STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL 8'-0" LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO SCALE: I"=4' DEPARTMENT OF HEALTH SERVICE5 CON5TRUGT STAND 5 IN 1200 6AL. SEPTIC TANK EFFECT A5 OF THIS DATE. HYDRAUL I G PROFILE 5ANITARY 5Y5TEM NO.2 HOWARD W. YOUNG, N.Y.S. L.5. NO. 455g5n THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 DOU6LA5 E. ADAMS, N.Y.5. P.E. NO. 808417 SURVEYOR'S CERTIFICATION a • I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING POURED CONCRETE INVERT BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY U5 AND/OR UNDER OUR DIRECTION. AGGE55 STEPS i m i s ,o i o s N AGGE55 OPENING s FINISHED GRADE HOWARD W. YOUN , .Y.5. L. . NO. 45883 G.I. FRAME 8 COVER- CAMPBELL ADJUST TO GRADE WITH RED NOTES: G.I. FRAME 4 COVER- CAMPBELL FOUNDRY PAT. NO. 10076, OR EQUAL. BRICK 4 MORTAR (MIN. OF TWO FOUNDRY PATTERN NO. 10076, OR COURSES 4 MAX. OF 15') I. ALL MANHOLES SECTIONS SHALL CONFORM APPROVED EQUAL. _ TO A.5.T.M. G-478, LATEST REVISION #4 BARS ® 8" STANDARD SPECIFICATIONS FOR PRECAST BO�tT STORAGE BU I LD i>`lG5 0 PRECAST N ` ' o=+ O.G.E.W. BOTTOM REINFORCED CONCRETE M.H. SECTIONS. ASPHALT PAVEMENT TOP SECTION 24 5TRONV5 YACHT OENTER GIRGUMFERENTIAL REINFORCEMENT 2. MANHOLE RISER SECTION TO BE FURNISHED Ld s" 0.12 SQ.IN./FT. OF HEIGHT IN 1,2,5 OR 4' HEIGHTS A5 REQUIRED. cit MQttItUGk, Town Of Southold E PRECAST GONG. COLLAR " PRECAST `` 3. MANUFACTURER TO CERTIFY THAT 24" =T RISER W SEALING MANHOLES DELIVERED MEET ALL Suffolk County, New York CO � > MANHOLE RUBBER REQUIREMENTS OF S.G.D.P.W. SPECS. NATER � Sl�I�ITl'tRY DET�ILS N 4. LOADING TO CONFORM T AA5HTO H-20 n (n b GLEAN SAND 8 GRAVEL < 1LOADING Z PRECAST 101-011 - Xf 10'-0" 1000 106 06 10 a N CLASS A CONCRETE 5. REBAR TO CONFORM TO A5TM A-615-60 MAIN BASE " s'-a" Count Tax Ma District 1000 Section 106 Block O6 Lot 15.4 > STOPPER OR END PLUG Fs=60,000P51 y p MAX. INVERT SHALL BE oCAST IN PLACE IN a SEWER PIPE THE FIELD. 6. WELDED WIRE MESH TO CONFORM TO A.5.T.M. A185 Fs=65,000P51 30° ELBOW MAP PREPARED JUL. 03, 2018 IID ,:• �= z LOCK JOINT - SAM SEWER ' 4'-0" FLEXIBLE SLEEVE 7. CONCRETE TO BE 4,000P51 ® 28 DAYS � FORGE MAIN Record of Revisions REVISION DATE MONOLITHIGAL BASE SLAB 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TO5, NYSDEC NOV. 20, 2018 REINFORCEMENT #4 BARS 8" O.C.E.W. TOP TOP 4 BOTTOM STEEL. 600 WYE WATER 5F-R\/ICF- TYPICAL ERVIGETYPICAL CLEANOUT DETAIL TYPICAL 5ANITARY SEYqER MANHOLE DETAIL INATER/5EkNER GR0551NG DETAIL m FOR AREAS SUBJECT TO VEHICULAR TRAFFIC, NT5 NT5 G E C 12018 [L-- ___ SA5 SHOWN So(rthoi TovJn JOB NO. 2017-0165 .�.A lanninn Beard ._¢� D1146, 2017_0165_site plan 6 OF 7 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(Cl SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / LIGHTING 5CHEDULE 400 Ostrander Avenue, Riverhead, New York I11i01 tel. 631.177.2305 fax. 651.121.0144 SYMBOL QTY. LUMINAIRE TYPE HGF. LUMENS L.L.P. admin®youngengineering.com N 78 WATT LED LUMINAIRE + MFG. BY 1-51 INDUSTRIES INC. 0.02 a® 5 GAT. NO. AREA 14' '1,550 1.0 + 0.05 0.18 + + PA5U-5-LED-LW-NW-UE-51-K, Howard W. Young, Land Surveyor 2.62 2 0.97 0.22 0.13 0.06 OR APPROVED EQUAL Thomas G. Wolpert, Professional Engineer + + + I I Douglas E. Adams, Professlonal Engineer 0 0 0. 14 0.14 0.82 211! 0.64 1.46 1.45 0.73 0.23 1.81 0.23 0.11 72 WATT LED PATRIOT WALL SCONE + + + 68 2.46 0.38 MFG. BY LSI INDUSTRIES INC. Robert G. Tost, Architect .54 3.1 0.10 0.35 025 0.25 0.29 0 2 8.0 2.87 0.64 58 GAT. NO. WALL 14' 5,800 1.0 Robert 5tromski, Architect + + + 71 0.76 0.12 0.14 0.05 091 + 4 .43 8z7 8 +1 101 XPW55-FT-LED-48-450-NW-UE-BLK, 78 WATT LED LUMINAIRE 0.20 1.64 1.59 OR APPROVED EQUAL + + + + + + + + + + + + + + MFG. BY 1-51 INDU5TRIE5 iNc. 2.03 .20 0.11 0.52 2.3 0.30 1.37 4. 9 .81 0.80 1.60 3.74 5.50 .26 1.60 'l' 15 WATT LED WALL LIGHT CAT. NO.PA5U-5-LED-LW-NW-UE-SLK, 2.79 0.35 0.11 i 2 + o33 + + + + N3 + MPG. BY LSI INDUSTRIES INC. OR APPROVED EQUAL S Q \ 39 2.57 .35 0.63 0.64 3.38 8.89 2.70 0.99 0.67 0.90 1.84 4.1 79 3. + + + + + + + + 0-0 I5 GAT. NO. WALL 10 1,765 1.0 0.3 + w 2.59 6.76 5.54 2.16 0.87 0.53 0.63 1.72 3 1 :.'�4 15 PLS-15W-45K-BZ, 0 z + + + + + + + + + + OR APPROVED EQUAL 1 1.46 2.37 2.17 1.17 0.61 0.48 0.76 2.27 .54 1} Q4 £71C + G.+ MFYS N U RLINUM POLE 5TRIE5 INC. 1. 4 5 OB 2.08 2.30 1.41 0.64 0.39 0.46 1.05 1.7 1.75 2. i pjGAT. NO. 45aE35 + + + + + + + + + + (J •49 3 3.92 3.19 0.90 0.30 0.21 0.38 1.44 1.96 1.50 OR APPROVED EQUAL. 4 u/ 9 20 5.70 3.06 2.28 0.54 0.17 0.15 0.41 2.04 3.23 2.81 ;l` FOOTCANDLE 5TATI STI G5 �C + + + + + + + + + + + '72 WATT LED PATRIOT WALL S-CONE 30 0.99 - 3.15 2.86 2.27 0.38 0.11 0.14 0.72 2.48 3.16 MFGBY 1-51 INDUSTRIES TNG. MIN. MAX. A\/G. CAT'.No. 1.20 1.28 1.31 0.36 0.14 0.27 1.28 3.33 4.37 737 XP1AI55-FT-LED-48-450-NW-UE-BLK, + + + + + + + + + + + + + OR APPROVED EQUAL 2.2 0.51 0.59 0.66 0.31 0.19 0.37 1.07 1.41 2.07 .91 0.44 0.05 0.00 12.14 1.711 + + + + + + + + + + + + + + 62 1. 0.88 0.84 0.64 0.27 0.18 0.29 0.49 0.49 0.79 0.31 0.10 0.03 + + + + + + + + + + + + + + 1.85 . 9 7.57 6. 44 2.03 2.02 0.93 0.22 0.17 0.32 0.45 0.35 0.32 0.11 0.04 0.03 LIGHTING NOTES + + + + + + + + + + + + + + + + + + + + + + 66 3.79 3.40 3.74 3.32 4.87 4.93 3.47 1.97 3.12 7.94 7 3.50 3.05 0.74 0.11 0.18 0.69 0.93 0.45 0.34 0.13 0.03 0.02 + + + + + ALL PROPOSED OUTDOOR LIGHTING PIN. GR. 1.1 1.95 2.52 2.85 3.72 3.60 3.41 3.25 2.44 1.67 2.42 3.59 3.99 3.00 2.62 5.42 6.00 6.28 5.54 297 2.19 0.47 0.10 0.24 158 212 135 .98`' `''' FIXTURES SHALL BE SHIELDED ON _ _ _ _ THE TOPS AND SIDES AND I I I-I I i-I I •`: ' I I-III - �I�- 1.93 .36 1.92 1.36 1.46 2.17 2.40 1.91 2.11 2.29 2.17 2.84 3.10 3.59 2.78 2.53 3.81 3.15 3.25 1.64 1.83 4.40 5.29 5.90 3.02 4.58 7.52 7.61 2.64 2.43 2.10 0.35 0.13 0.60 2.24 3.60 4.1 DIRECTED STRAIGHT DOWN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •; CONCRETE m 88 5.14 4.29 2.87 2.53 2.14 2.24 1.80 1.40 1.63 1.95 1.55 1.35 1.76 2.32 2.47 2.32 2.33 2.71 1.98 2.28 3.93 3.21 3.48 2.45 3.35 3.45 4.43 2.08 1.50 2.89 6.84 7.78 .51 1.41 1.22 1.16 0.39 0.34 1.57 3.22 3.7 33 < FOOTING + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4. 6 4.96 4.17 3.51 2.49 1.87 2.67 3.26 3.18 2.88 2.92 3.01 2.05 2.03 1.97 1.92 1.42 1.10 1.32 1.75 1.83 1.89 2.05 2.80 2.85 3.29 3.00 3.90 2.11 1.47 2.53 3.23 3.66 2.94 3.04 4.48 4.79 3.62 3.54 8.24 7.55 3.88 1.34 0.66 0.47 0.74 1.68 2.19 4.5 ,' 2" ELEOMIS CONDUIT +I + + + 4 + + + + + + + + + + + + (BURY2'-O" MINIMUM .02 4 3.75 4.28 4.17 2.61 2.57 3.70 3.06 3.21 2.15 2.70 3.11 2.51 2.49 2.39 2.20 1.47 1.30 1.52 1.94 1.50 1.26 1.63 1.81 1.92 2.61 2.73 3.46 3.22 3.40 3.32 3.62 2.92 2.88 3.39 3.49 2.54 1.15 0.54 0.66 0.92 0.93 1.13 BELOW GRADE) 1.25 .77 2.77 01 2.85 3.34 3.33 2.51 2.27 3.51 3.40 3.51 2.25 2.39 2.95 2.16 2.08 2.16 2.08 1.57 1.48 2.00 2.27 2.04 1.74 2.20 2.79 2.94 2.70 3.10 2.28 0.94 0.49 1.28 1.74 1.05 0. FIN. GR. 24" 4. 9 11 3 5.12 4.01 3.60 1.88 2.08 3.94 3.15 3.45 2.62 3.11 2.99 2.89 3.61 3.46 2.10 1.71 1.21 1.08 0.93 0.82 1.02 1.17 0.74 0.67 2.17 3.07 2.35 i + + + + + + + + + + + + + + + + + + + + + + + + ,i ;` YVALL MOUNTED LIGHT AREA LIGHT 1.9 .22 3.42 9 3.28 3.50 4.24 3.87 4.22 3.24 3.06 1.40 0.59 0.31 0.20 0.17 0.27 0.39 1.18 2.94 3.26 � t't + + + + + + + N.T.5. NTS 1 0.2 56 4.64 2.48 0.99 0.35 0.17 0.11 0.12 0.22 0.57 1.84 3.23 4.78 + + + + + + + + + + + + 0. 4.64 2.75 1.03 0.36 0.14 0.09 0.15 0.35 0.79 1.27 1.51 2 8 �?•I I + + + + + + + + 1 3 1.67 1.21 0.88 0.33 0.13 0.07 0.18 0.75 1.18 0.74 0.80 + + + + + + + + + + + Q\ 0 6 .14 3.08 2.40 1.37 0.25 0.07 0.06 0.24 1.66 2.28 1.52 3 + + + + + + + + + + + + .1 0.47 3.78 3.04 1.13 0.14 0.04 0.11 0.62 2.28 3.47 4.5 t + + + + + + + + + + 0.24 3.74 2.76 0.80 0.14 0.11 0.31 1.59 3.61 3.74 + + + + + + + + + + + + +8 1.4 .17 1.93 2.13 0.67 0.17 0.27 0.69 1.63 2.12 4.2 �O� + + + + + + + + + t' 1.26 6.4 0.72 0.75 1.07 0.51 0.25 0.55 0.95 0.90 1.12 + i 0.82 1. 0.59 0.52 0.64 0.34 0.28 1.18 1.92 1.16 0. 5IGNA6E NOTES: + + l� + + + + + + + + 00 1.93 1.49 1.19 1.04 0.40 0.47 1.97 3.37 2.76 .1 1 i PROVIDE WALL MOUNTED OR + A. + + + + ;t i FREESTANDING HANDICAPPED 1-1/2" WEARING COURSE 1.27 3.61 . 0 8.28 7.25 8.14 3.76 2.92 1.45 0.38 1.07 2.80 3.25 i FREESTANDING WALL MOUNTED PARKING SIGN (HGP) AT EACH 2-1/2 BINDER COURSE + + + + + + "HCP"SIGN "HCP"SIGN HANDICAPPED PARKING STALL. .46 1.42 3.27 .33 4.94 4.90 3.85 4.36 2.21 2.35 6.44 6.48 5.78 3.86 3.16 1.16 0.55 1.63 2.79 5.07 + + + + + + + + + + + + + + + + + + + + + + + + + + ;? <`} WALL MOUNTED 0.48 1.21 2.09 .44 4.03 4.38 3.34 3.72 2.20 2.29 3.66 3.16 2.95 2.08 3.05 4.43 5.10 2.59 1.75 3.54 7.52 46 3.92 3.03 0.95 0.50 0.95 1.24 2 5` "NP"SIGN PROVIDE WALL MOUNTED OR PROVIDE PRECAST FREESTANDING NO PARKING 516N + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t CONCRETE BUMBER CURBS N Fv FREESTANDING 0 0.19 0.57 0.91 1.21 1.11 1.49 1.76 2.06 2.22 2.39 2.77 2.40 3.38 3.22 3.76 2.03 1.49 2.60 3.59 4.36 2.87 2.83 5.97 5.80 4.56 84 1.76 1.94 0.73 0.35 0.40 0.59 `i i FOR ALL PARKING STALLS 1. ��^NP"SIGN (NP) AT EACH ACCESS AISLE. I.1 I .0 0.05 0.05 0.07 0.11 0.12 0.19 0.21 0.29 0.52 0.48 0.45 0.62 1.03 1.42 1.57 1.52 2.16 1.89 1.83 2.89 3.18 4.03 2.82 2.72 3.37 3.08 2.52 1.69 2.38 4.61 4.93 3.63 2.89 6.95 7.80 1.55 1.02 1.02 0.55 0.32 0.33 0 .50 !,i } 1'' o r-- SIGNS TO BE PLACED 60" MIN. TO + + + + + + + + + + + + + t 80" MAX. FROM FIN15HED GRADE 0. 1 0.01 0.02 0.02 0.02 0.02 0.04 0.06 0.08 0.11 0.09 0.08 0.11 0.24 0.32 0.23 0.24 0.36 0.66 0.83 0.95 1.02 1.57 2.06 2.17 2.06 2.29 2.36 1.93 2.70 3.17 3.26 2.60 2.43 4.14 3.85 4.64 4.41 5.35 6.19 2.73 1.13 0.53 0.40 0.49 0.82 1.89 5. 7. i' iv " + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 ;I TO BOTTOM OF SIGN. " ENGINEER 5 CERTIFICATION 001 0.01 0.01 0.01 0.01 0+1 0+1 0.03 0.03 0.03 0.03 0.03 0.04 0.05 0.06 0.05 0.05 0.07 0.17 0.19 0.13 0.16 0.27 0.50 0.46 0.40 0.51 0.87 1.19 1.47 1.55 2.02 2.49 2.62 3.12 3.43 4.25 4.13 3.33 3.78 1.88 0.76 0.46 0.51 0.79 2.99 3.1 3.61 3.18 1.35 t':,' N FREESTANDING SIGNS SHALL BE + + + + + + + + + + + - MOUNTED ON A BREAKAWAY STEEL \� ..•��"'\'% I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE .00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.04 0.04 0.04 0.06 0.10 0.09 0.08 0.09 0.21 0.31 0.24 0.25 0.38 0.77 0.91 0.96 1.28 2.20 2.54 2.06 2.52 1.72 0.82 0.60 0.80 1.23 1.62 2.08 .52 3.89 1.77 0.7 ,` ,,., SUPPORT. ' = ' DISPOSAL 5Y5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.06 0.07 0.0 0.17 0.19 0.18 0.26 0.38 0.44 0.40 0.48 0.67 0.58 0.75 1.58 2.99 3.01 1.61 1.02 1.56 1.27 OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH i t I PROVIDE UNIVERSAL HANDICAPPED II STUDY OF THE 5011-, SITE AND GROUNDWATER CONDITIONS, ALL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t I SYMBOL PAVEMENT MARKINGS 4 RECYCLED CONCRETE 0.+0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0. 0.02 0.02 0.02 0.02 0.03 .0 0.0 0 0.11 0.23 0.36 0.86 2.80 8.37 8.63 2.74 0.67 0.43 0. 0.27 t ; 10' 10'--- III BASE COURSE LOTS, A5 PROPOSED, CONFORM TO THE SUFFOLK GO ? t, AISLEHANDFINISHEDPED SURF ACCESS DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i i! PROVIDE ACCESS AISLE AISLE FINISHED SURFACE SHALL BE EFFECT AS OF THIS DATE. 0.0 00 .00 0.0 V. 0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.01 0.01 0.01 0 0. 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.02 04 0.06 0.11 0.24 0.63 2.5 2.43 0.52 0. 0.14 0.09 0.05 0.04 PAVEMENT MARKINGS OF ADA COMPLIANT MATERIAL (" STABILIZED SOIL BASE O + + + + + + + + N + + + + + + + + + + + + + + + + + + + + V. 00 .0 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.20 0.07 0.05 0.0 .02 0.02 + + + + + HANDICAPPED PARKING A5PHALT PAVEMENT 5EGTI ON .01 0.02 0.01 .01 N.T.S. NT5 now or formerly WARD W. YOUNG, N.Y.S. L.5. NO. 458115n Russell Ze l l ner � now or formerly HO Denise Zellner Anthony J. Demaula THOMAS G. WOLPERT, N.Y.S. P.E. N0. 61483 �Q DOUGLAS E. ADAMS, N.Y.S. F.E. N0. 808117 Dorothy A. Demaula subdivision Map of Shore ?Gres filed on January 5, IcI14 Map no.41 subdivision Map of 'Shore Acres" SURilEYOR'S CERTIFICATION Ja5 filed On January 3, 1114 QS Map n0.4 W -" I HEREBY CERTIFY THAT THIS MAP A5 PREPARED UTILIZING alp.. �7 O C9 E BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR si UNDER OUR DIRECTION. DEC 1 s. 2018 1 �- �" I Southo(;:-fovdn -� s I Planning Bca;;' LIGHTING PLAN N OI . n SCALE: I"=40' CAST IRON FRAME 4 COVER DRAINAGE CAMPBELL FOUNDRY, PAT. NO. PIPE 10070 OR APPROVED EQUAL. " . 0 HOWARD W. YOUNG t: , N.Y.S. L.S. NO. 45885 CAST IRON FRAME 4 COVER CAMPBELL FOUNDRY, PAT. NO. 5407 OR APPROVED EQUAL. � �' N•r.-. 4000 P51 PRECAST CONCRETE BOAT STORAGE BU I LD I i 65 z PRECAST CONCRETE _ TRAFFIC BEARING SLAB SOLID RING A5 MFG. SUFFOLK 5TRColV5 YACHT 0ENTER Q Q - � MFG. BY SUFFOLK GEMENTT GEMENT OR APPROVEDD EQUAL. OR APPROVED EQUAL. at N TE Mattituck/ Town of Southold J DRAINAGE PIPE � S � S �Q Qa RAIGBEARNGGOVERSuffolk County, New York STONE DRAIN �0 S 5" STONE DETAIL5 t 2" STONE BLEND �y STONEE ENT I O 4000 P51 PRECAST CONCRETE z STONE DRAIN I N PAVEMENT N 2 BOX AS MFG. BY SUFFOLK 1000 106 06 10 r ' STONE CI I - 2.0096 _ n CI I 0 ( SLOPE D � GROUT AROUND GEMENT OR APPROVED EQUAL. County Tax Map District 1000 Section 106 Block 06 Lot 13.4 LU z to U ENTIRE PIPE to Q DRAINAGE PIPE a ## a 0- 1 ? X O D X MAP PREPARED JUL. 05, 2018 r r Q FILTER �r FILTER (( W PRECAST CONCRETE PAVED INVERT - I: 12 SLOPE x FABRIC I IL FABRIC 1 DRAIN RIN65 A5 MFG. CONCRETE SHALL BE CAST IN Record of Revisions \i\ :;" •\ Q BY SUFFOLK GEMENT OR APPROVED EQUAL. _ PLACE IN FIELD REVISION DATE TOS, NYSDEC NOV. 20, 201\11- 4000 P51 PRECAST BOTTOM < ® SLAB 1 ry NOTE. V411 RECYCLED CONCRETE IS" DIA. PERFORATED - BASE COURSE DRAINAGE PIPE GW R EL I.WALL EINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF 9'-o•. 2.DEPTHS 611111 THAN W-0"SHALL HAVE WIRE FABRIC CONCRETE 6" ST4BILIZED SOIL BASE IS" DIA. PERFORATED VARIES REINFORCEMENT 5•x12",I AND 2 MIN.VERTICAL WIRES- 12"11/2-MIN.COVER. ° DRAINAGE PIPE 5.STEPS REQUIRED WHEN DEPTH EXCEEDS T-0". r m STONE BLEND PAVEMENT 5EGTI ON FRENCH DRAIN 'A' 'C' FRENCH DRAIN 'B' LEACHING CATCH BA51 N 6' DIA. STORM 5EV`l MANHOLE Scale: AS SHOWN NT5 N.T.5. N.T.S. NTS NT5 JOB NO. 2017-0165 DWG. 201-T-0165-site plan 7 OF 7 (,)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLAMON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (7)THE LOCATION OF WELLS(V),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N 400 Ostrander Avenue, Riverhead, New York 11901 N tel. 631.'12"1.2303 fax. 631.'72'7.0144 ,I admin@yovngengineering.com k Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer 3 BULK SCHEDULE FOR MARINE-11 (M-II) P15TRIOT ,� Douglas E. Adams, Professional Engineer ... Robert G. Tost, Architect PRINCIPAL GODS PLAN to `� Robert 5tromski, Architect LOT SIZE 80,000 SF '71'7,085 SF LOT WIDTH 150' 740'± LOT DEPTH 150' 1,6001± %S1 SITE DATA oung�g :, FRONT YARD 35' 26.51 A c SIDE YARD 25' 28.0' °32T3� S82° now or formerly TOTAL AREA = 1,435,5541 5F OR 32.415541 ACRES �3 2 OI 10 c4 O Glebe Associates, LLG o N q 2 E `S3` ZONING USE DISTRICT = MARINE II (M-II ) n J BOTH 51 DE YARDS 50' 77.7' 3 138.46' N ir REAR YARD 25' 91.3' ?� 0 now or formerly RESIDENTIAL LOW DENSITY A (R-80) William R. Killian 6 O 6�' VERTICAL DATUM = NAVD 1988 j LANDSCAPE AREA 20 � 37.2 % o_ Margaret M. Killian 2 LOT COVERAGE 50 % 24.8 % w BUILDING HEIGHT 35' < 35' N NUMBER OF STORIES 2 2 `�� \`---------- ` �° (R-80) DISTRICT �Q.\ -- ---- ��\ry` ,O 9 LOT AREA = '718,474 5F -1 o i - ------------ �Qj�412 ,, (M-I I ) D I STIR I GT �o 30.08 �'` `� �p\° now or former) N84053'40" '711,055 WETLA D5 AREA = 2733 5F Michelle T. Weir FRAME ° O E „ BUILDABLE LANDS = 689,752 SF STRONG'S %'% /� / ;'o GA6S4°a 2 �/ / Y �O, EXISTING BUILDING AREA = 69,245 SF �$. ,/YACHT CENTER�i (, ° o PROPOSED BUILDING AREA = 101500 SF TOTAL BUILDING AREA = 171929 SF L6 �� Z STORY S� O FRAME C3 LOT COVERAGE = 170,745 SF / 689,752 SF = 24.8 % BUILDING 6` WOODS TO REMAIN = 6.1 ACRES Q {� �� O D hOh, o �i�i ' 9 �{ LANDSCAPE AREA = 6.1 ACRES/ 16.4 ACRES = 37.2 % _ onq� r' for ; ; STpR 3 N oa SFCgy Alt z ® a `eogmerlJ G Y a w N �oR rn 13 NOTES s e I•QO s TI IA) . SAYvIEW AVE. �/ 1 VPS Y� 13q �jH� j SDI 6 r U N RPGE �l8 ° � 80• I THIS MAP WAS MADE UTILIZING SURVEY PREPARED BY NATHAN i i GP O TAFT GORWIN III, LAND SURVEYOR, DATED MAY 9, 2017. 91.3, 1 STORY Cil Sg BUILDING �� o I I 60 ; >, s 58o°3q'2o IN 117.00' ��00 Q'o � S68. 13 a l\O,ROw�` �43ggOF nl ' �r1lI KEY MAP SCALE: 1"=600' ()0� 0 Na i Irl,�06;)OAU � ry� i?� !!j �`�� ( POOL O 1 33 0 SHED ENG I NEER 5 CERTIFICATION I HEREBY' CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEWAGE DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME / N7g 0 1 O CP vo OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH Sa000 POOL, SHED, o o -p' 2 W STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL F �r 2 /' AND PATIO TO J (� FACILITIES, AS PROPOSED, CONFORM TO THE SUFFOL OUNTY Z t W F LP - - DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN 0 9 W Q ' EFFECT A5 OF THIS DATE. ;• k�wU 4� BE REMOVED N rn ` o� 4 06 0 3s J . ti REQ 90 ;� 42.38 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n 00 ° ' " THOMAS G. IWOLPERT, N.Y.S. P.E. NO. 61483 / _ SIS SQ II W DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089"1 p i 26.27 5URYEYOR'5 CERTIFICATION 540021'55"E /� 17.32, • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING ory BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR Lot T hp �i�9� � � / --,-___—�— O� ry ry� �81°58'341I� UNDER OUR DIRECTION. ho �J� p M�rmer/ '� � N6 ° $� �v l � 0 orGU y 4 // - AcG °l N , h' 3q / 4 O H� Na °22'3 I 107• I >n I \ N66S°4, 71.34' O W N79°56 j�IUU-I lYYQi�t,sC. `�\ l 4'2'po„ N88002'30"W N6,70 4$ 4.z�o6p, 9.� ©© / ��°ryj HOWARD W. YOUNG, N. .5. L.S. NO. 45893 ho ° -14,6'1' 182.66' 42.60 �;x,86°10'20"W NS?°56'50"lnl Q� NB�i 20 20 W 31.25 II i of rme ^ 4' 584 2q 50 W ° �-•i � � ry �0,4T STORfi�GE BUILDINGS Sout/C)r y / y Na 56.10' \' 340.1 STRONG'S YGt-FT GNTR now or former) 9 Russell Zellner 0°27,4 pHw at Mattituck, Ton of Southold E �� Denise Zeliner / Town County, New York g now or formerly Z Anthony J. Demaula I$ 5ENERAL LA"rOUT N Dorothy A. Demaula / 1000 106 06 10 County Tax Map District 1000 Section 106 Block 06 Lot 15.4 subdivision Map of "Shore Acres" s filed on January 3, Icf14 as Map no.41 MAP PREPARED JUL. 03, 2018 a Record of Revisions REVISION DATE u JI_!; 2 Q 1-0113 Lf i ��` 100 0 50 100 200 300 "� S0u?h01d 70,:n Planning Bard Scale: 1" 100' 0 a JOB NO. 2017-0165 DW6. 2017_0165_site plan I OF 6 O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED 10 ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDEPED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WON THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS / I 400 Ostrander Avenue, Riverhead, New York 114101 If o �o tel. 631.12'1.2303 fax. 631.72?.0144 / a -Aadmin@youngengineering.com o / Howard W. Young, Land Surveyor EXISTING POOL, �e F; Thomas G. Wol ert, Professional Engineer / —0CONC. PATIO 4 SHED ,_--�L s�Vs uglas DoE. All Professional Engineer 20.9' j r RAMP GATING DOCK a FL Robert G. Tost, Architect �T noWOr "' SHED a Robert 5tromski, Architect lel bov�c , 1'\I formed p i 1 Donna �OSco/a - j N7g°I0, a N _0 n kNr SG I O011l-, 1 / W ,, � E �oo•OO I --- _ •1 CONCRETE , Sl RETAINING WALL / WOODS SW In U U 6' HIG I~ ¢ _-- LIMIT OF CLEARING o VINYL CLAi;>G NGB j / / `'1 j 5 a 409 (BY Or RS �rAININ(5 /'\'AL WOODS ,,`N ti� N RAMP Q � �{ ELECTRIC SERVICE • r x - -�� I "`�`` / ao FLOATING DOCK l m z 10.0' •' © . .. ._ / 1` 3 qw \ / J Q 1 16 0' S8'i°12'38"W NOTES: w F I X11 42.35' * REMOVE ALL PLASTIC AND WIRE TA65. 2U 4 ' / SIJ°�Jci'IINW * REMOVE ALL NON-DECOMP051BLE CORDS U �w AND BURLAP FROM THE ROOT BALL, IF PRESENT. a * DO NOT GUT BURLAP FROM SIDES u2 ti \1 a r� OF THE ROOT BALL. i * SET TOP OF ROOT BALL i" ABOVE x W • % - 6\•3' 00 3 J FINISHED GRADE. �D Z w�' 94.9`.- _._, \ co * REMOVE ALL ACCUMULATED SOIL OR / l MULCH FROM THE ROOT GROWN AREA. u * REMOVE ALL WIRE BASKETS FROM ROOT BALL, IF PRESENT FLOATING DOCK DECIDUOUS TREE jb .:. '•- RAMP / H05E PROTECTORkill w� 2"x2" STAKE (3 WAY) U • 'O 0 --�� — 5 I GA V. PLIABLE Z :.. .. .¢. . D !�. I 2 _TRANDS NO. 2 L / .....: .,, .. , . . . ... � �� - Cp: :/ \ STEEL WIRE (TWIST TO TIGHTEN/ /, I ,, . .. ,. ::: ..' '': .• ' • :.{]'- • : .. :: _ :.7 :. 1 l RGREEN TREE f ,, EVE p �. MULCH TO BE KEPT AWAY FROM �. t. TREE TRUNK I • ry /� VL 540°21'38"E I 1� / ry SHREDDED BARK MULCH ® 3" DEPTH _ '�� . -� 501L SUAGER TOP W/MULCH I '�: :: :: •.. : ,. ` ' '20961-- I II ENGINEERS CERTIFICATION = ROOT BALL SCARIFY ALL SIDES OF PLANT PIT o? 34 0p0T'^ �d I o / 8 d PLANTING BACKFILL MIXTURE / _ 1 0 7q' I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE m Q I • / "' i1,\ rt# �n�o N DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME OR LU o O + I iEl I 4 STUD OR DIRECTION.F THE SOIL, SITE ANDSED UPON A CAREFUL AND GROUNDWATER CONDITIONS, ALL ROUGH p 1 os. 3� I I ao LOTS, A5 PROPOSED, CONFORM TO THE SUFFOLK COUNIY Do NOT EXCAVATE LOWER THAN DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN ` \\ 100'FROM o s EFFECT A5 OF THIS DATE. BALL DEPTH. _ �—WETLANDS ALL DIA.BALL DIA. X 2 30 W� TYP I GSL TREE PL>4NT I NG NT5 I t o : j 1` �, HOWARD W. YOUNG, N.Y.S. L.S. NO. 458a3n THOMAS G. V^IOLPERT, N.Y.S. P.E. NO. 61483 _ _ DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 8089 lu : . lu SURVEYORS CERTIFICATION 4$ ? :.. : .. .... :`,, _ I s • I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING h6 ° 6 o o - _ •`'..:. r k � •' '.4 . .. . •.. � =- . • � -,56.5':l._ I�' �•- , /10 � BOUNDARY AND TOPOGRAPHI GAL SURVEYS MADE BY US AND/OR �� :•.: : .,. I ... I UNDER OUR DIRECTION. �T RE 7 G 4. E TA1N lox w :. IN G �. i� /yT O to PR ° FIj10ry 1 3-PR S. O 1' 8� t; 0, 70 1 o000 I ° qr / 0Sl- �•\ I y y LIMIT OF CLEARING SET WOODS i CON 00o BACK LINE 4 1 3-PR CRETF 2.60 3-PR R--7-Al 14.61 N57°56150i 6"134 YA N5ci°20'20"W 0"w WALL \` HOWARD W_ YOUN . .5. L.5. NO. 45893 556°10'20"Inl 0 $6.10' 31.25' y�, s � 12 WOODS G N •/ now or formerly 152.66' S-i8°4D Nao°.27'40", 554°2Qt 5 N77° 51 —• \ I / Russell Zellner I$ WOODS now or formerly '$5"w Denise Zellner Anthony J. Demaula I$ / Dorothy . Demaula s ,s o I N SOT STORAGE BU I LD I NG5 subdivision Map of Shore Acres WOODS \ �Z filed on January 3, I' l4 as Map no.41 subdivision Map of "Shore Acres" STRONG'S Y G T CENTER filed on January S, IC114 as Map no.41 at Mattituck, Town of Southold E ,� i �40•Ig1 Suffolk County, New York I N / I / Z I LAND5CAPE AND ASL 1 GNMENT PLAN N NOTES: / * REMOVE ALL ASTIC S WIRE TAGS 1000 106 06 10 75 * REMOVE ALL PLA5TIG CORDS FROM County Tax Map District 1000 Section 106 Block 06 Lot 15.4 TREE BALL, IF PRESENT * IN GROUPINGS OF SHRUBS, EXCAVATE MAP PREPARED JUL. 03, 2018 a AND BACKFILL ENTIRE SHRUB BED AREA ,/PREPARED BACKFILL MIXTURES. Record of Revisions 3" DEEP SHREDDED $ARK MULCH PLAN71NS 50HEDULE REVISION DATE Qw PLANTING BACKFILL MIXTURE oRRa ft1 Q _ QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 5PACING L' � 11 S,I,I 1r . II I II I j I I j TREES 15 PR PINUS RIGIDA PITCH PINE 8' HT. BSB IS O.G. II41 Cl' C -I II- � SHRUBS � GB GAYLU55ACIA BACCATA HUCKLEBERRY 5 GAL CONT. 8' O.G. I'III TYPIC L SHRUB PL,4NTING 7 VA VAGCINIUM ANGU5TIFOLIUM LOW BUSH BLUEBERRY 5 GAL CONT. 8' O.G. u� JUL 2 0 2013 U 40 O 20 40 80 120 NT5 sout,Iold To':m Planning Bo. =rd Scale: I" 40' C- JOB NO. 2011-0165 DWG. 2017_0165_site pian 2 OF 6 = MONUMENT SET d- MONUMENT FOUiJD L,= STAKE SET A= 5TAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEPEON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFlC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTON OF FENCES.(3)COPIES OF THIS SURVEY UAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.727.2303 fax. 631.727.0144 odminayoungengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer r,ao DRA I NA6F- CRITERIA 4 CALOULATI ON5 Robert G. Tost, Architect Robert 5trom5ki, Architect ITI I 1 V = ARG ;. . V = VOLUME (GF) ¢' � I .,� . I,ry,. �EGTR G A = TRIBUTARY AREA (5F) R = RAIN FALL (IN) : UNDER ROUN> 1: / G RUN OFF COEFFICIENT OF I � I FROMITHI.S 1=�ISTINO\ ' •. . �- � Q 3 S I I IUTIL.I Fl( POLE\ TRIBUTARY AREA NO I -_o y �x \ • A = 86,99"1 5F Do VOLUME REQUIRED: I \ \ ROOF: 26,250 5F x 2/12 x 1.00 = 4,315 OF I GRA55: 60,14.7 5F x 2/12 x 0.10 = 1,012 OF I TOTAL VOLUME REQUIRED = 5.387 OF 1 1 1 I EXISTING POOL, : I: : 11 �6 :: I VOLUME PROVIDEDGONG. PATIO $ SHED f I I L SEEPS s USE FRENCH DRAIN 'A' TO BE REMOVED 1 . 20.9• U 18" PIPE: 1.765F x 460 LF = 810 OF i o RASP �OADNG DOCK 9 SF x 460 LF) X 0.40 1, = 194 OF / HED GRAVEL: (6.4 _ Davi or forrrler 1 : 1: : : I: : I USE LEACHING FEILD 1.0 d �• I yLL (10) 10'.DIA. x 5.00' DEEP POOLS = 3,421 OF I u� Donn osc 111 X11 X111,111111 11j1\111 �• N ' I I1 11 ga w : I: j111j11111j11 1,11111 Im�:: I . . ; : I:' `.I ,` ^I a TOTAL VOLUME PROVIDED 5.425 GF 11 ,11 TRIBUTARY AREA EXISTING WELL TO NO 2 ,1 j 1' 111 A = 72,426 SF 1 BE USED FOR 'j X11 I IJuw IRRGATION VOLUME REQUIRED: � - ' PURPOSES ONLY Tq#� I�� I �.�•.��. • I� -•. l ROOF: 50,750 SF x 2/12 x 1.00 = 8,458 OF STONE: 21,680 SF x 2/12 x 0.60 = 2,168 OF ' , CONCRETE I.; :I: :.•:• L / - .II . .� TOTAL VOLUME REQUIRED = 10-626 OF �,� \ ui ' , RETAINING W Lk..: I,• / /, ,1 x If * VOLUME PROVIDED: \ - (10 LBAGHI USE LEACHING FF-ILD 2.0 ) IODIA. NG FIELD (34) 10' DIA. x 4.70' DEEP POOLS = 10,934 OF T40.00 JLn 9� \\ NX X8.00 DEEP POOLSI•o / I J °J a T40.00 \ 6 HIGH /. 2 \ VI N�- H BL gGK (2) 2K GAL T46� .��.�- .':: i a o� TOTAL VOLUME PROVIDED = 10.934 OF z� T42.00 \ - _ x L CLAD PENCE 4BOVBGROUND TON LP ,� .a��a°. . / / j gLLQ T44.00 T46.0° RGRE MHII ANKS ': /�.� / N m \ E / (BY EN REr'AININ RIM=2o.0p T20.00 , / x TRIBUTARY AREA NO,3 Ifs .. „� •sem x^' y.•., >>wri., �� T48.00 \ OTHERg) F G WALL IE=17.00E 139.85 / /:1320:06 /.li Ir N RAMP A = 61,031 5F00 S -� - T50.00 ' . 69:85/ * VOLUME REQUIRED - o ' % III 8F \\ - s:----mm _ _ a w�, _- -os- - - - - l:. //:' T10.25 p Y w LECTRIC ROOF: 15,118 SF x 2/12 x LDO - 2520 OF c ;x 620.00 x' \ ~ '� ,�. `y`�= - -Y, / u, II / . r- /� 69.75 L- SERwcE v I v \ FRN -••• __ ' T ^Y --_ / ` ~ p FLOATING DOCK STONE: 41,785 SF x 2'/12 x 0.60 = 4,179 OF 4 '' ' I I C; \ GH DRAIN - :y ' .:, 1„ / %°'' 72QAQ- m GRASS: 4,128 SF x 2/12 x 0.10 = 69 OF - : I I \ 3 Wx3' 375, _'� '��. �_, kx. f l Dx46O� "�' ". � 9.75- � , END STONEBLEND r � p "- a. -i PAVEMENT o 3 TOTAL VOLUME REQUIRED = 6,763 GF U) I G61NNE "1 - F I'I . . . FO GT GOOF x ?q# w x R�IV RUNOFF. * VOLUME PROVIDED: q o. III. ' Wit. TH SIDS OF TO FANG 1320.00 / 6.90 III o 1 (St �RGHITECTUUILD NO:1. pN�Y 1320.00 GPS :�o 0 USE FRENCH DRAIN 'B' _ ' 1 1 I 1 , W o IIVG 1'r 1 r r', x � 1SP ANS Fp. .. .. . .. P�I.O � T •50 , W 18" PIPE: 1.76 5F x 345 LF = 607 OF I 1 1 I 1 1 1� 1 ~ x �L.PL Ii, 20'of(IS")HDi 1 ovr R 1 . Q.0 / -� GRAVEL: (18.24 5F x 345 LF) X 0.40 = 2,517 OF Tq Q I LOCr4-,IONS N 9A . . T20.00 ) .00. 1 F \ 1 PROPOS \ ) lit-S•8 _,' \ 0 x USE LEACHING FIELD 3.0 Z o �y::n .III \ �D \ O / 89.75 °. �:/ , Q 4 (13) lo' DIA. x 4.25 DEEP POOLS = 3,780 OF Y -1Q q �,�; III \ �QRT Sd. TORgG 1 sO�r u I �' , 1 7.500 w a z * III \ _ E BUILp . wINSNo- 2 ' �> l_ �w z TOTAL VOLUME PROVIDED = 6,904 OF 'Q4 w �. '; w,. \ / + \ �'' S 5 o o r m�� rrzw �><..' ISI -. '. \ .. �. �. -, x�� SF - . - 1;7C)A�# � � ' nZnI \ F9,95 % m u a co FE 1 /tip x o w Q o I ►vN\EC7 \\ L-.10.00 .'I: .. 7.40 `:, ROOF l.'. . / III (s r0 LE 4cHING f'i ' . ..� I : °j Q / TRIBUTARY AREA N0.4 RUN�FF s A = 100,954 5F w Q3 °VII 820.00'• n x'• EAR-t-fj LD "\ z. °, I rq l�2 r: • IF��:00 D RAL PLANS \ : a 1 : .'r / 7.40 df^INSPou 1 / ' I LOC AXONS / VOLUME REQUIRED:_ - ,< � POR �,� � x 'L � ROOF: 24500 SF x 2/12 x 1.00 = 4,083 OF Os- �' \ INL�T\ : ) STONE: 29,917 5F x 2/12 x 0.60 = 2,992 OF ,, / J!J �L_ x 1 : I X /.' �ry � ENGINEER'S CERTIFICATION G-RA55: 46537 5F x ,2/12 x 0.10 = -T76 OF T20.00 y/ I �ntg�nn 69.75 ` ' % / JN _ • I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE TOTAL VOLUME REQUIRED = T,S5i OF - f r /' / p� SMP FLOATING DOCK �'r 1 1 /. 7.30 * VOLUME PROVIDED: _ x h%I/ T20.°° ci 1 :(� ) DP TYP.. 1 :• /. /• : l �. !� /`'' , ` DISPOSAL SYSTEM(5) FOR THI5 PROJECT WERE DE516NEM BY ME USE FRENCH DRAIN 'G' J 8� Wig"/�/ 69.20 V c °'' , G'o OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH '' STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL 18" PIPE: 1.76 5F x 225 LF = 396 OF LOTS, A5 PROPOSED, CONFORM TO THE SUFFOLK Co GRAVEL: (6.49 5F x 225 LF) ,`C 0.40 = 584 OF ,�f U �ti �, I \ /.'.. . / f�; / 7.10 ,� '` /I/ d 1 ^1 DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND S IN 0 2 Z6 : 9.20 / EFFECT A5 OF THIS DATE. / 7.20 ` EF k USE LEACHING FEILD 4.0 U 139.75 \ --mob �I: EEP POOLS = 7,184 OF 2 O. L . r L� . , I_ (21) 10' DIA. x 5.00' D P. c : ° \ LP -� .75 LP. \' / NZI ' ," _ �„ ✓ / .' 9.1.5: I•. �i 70TAL VOLUME PROVIDED = 8.164 OF 8£ o I III• / / / '�, '. /{( U ,�U \ \ - � 0.s 7 \ \ __ ��"` / •' 1 /I/ , 9f • . � / •' .' \ � (" c\ - . . . . . . . . . FE L�'��"'vd'�i'_A..- •- / i l J' :'/./I ,(4�/'^�� /' 1, r 4 S ry i; ;_ III s�.., (IS" T :J� J /' A• 35 )HDI? �'P I 3 I L: W ; III 820.000' _ 20 - - HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n X // EAGHING.pl - IN u5 !E 5 �/ �1 THOMAS G WIOLPERT, N.Y.S. P.E. NO. 61483 - III. - . (34) 10.'Dl q, LD 2� - - - - - - _ 4.�0 EEI� II \ :< IF_ . 6.30 ° X '� I I / / ..._ " . • . . DOUGLAS E. ADAM .Y.5. P.E. NO. 80897 ' . . . . .f - / / S N PO E 5 20 '.. . ..I f f i 7„20 c' 9LS: \ \ 9.75. I /I o=G - - - - 7.1D / \ \` - - - -- -- �- --L.: o � S CERTIFICATION �. , . . I• / � SURVEYOR a .. . / b X ,.•' / . . : NE • 120p GAL Y $YS71,1 N h 0 I 1 o O 1 Ro b 1d o 2'k (4) SI LO S III. p ",� !>q; DEEP N gEP O.I : 0 t / /�/ ry v W`" I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING m LEACHINTIG TANK O �il �J s. 2 i - . .8 O`SED 1 ST Y \\ 4�� TUTU �' POOLS .- �. v BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY U5 AND/OR . . R� M; x "` - - - - `�' `' 0'R R>=.EX. ® I x. . UNDER OUR DIRECTION. ° £• �� I H 4.1. . .. .. . Tq#4 . . . . GE BU Lx. P'ANSIoN 0 t / . //�/,� `Q -2 ET M Rq I \ .' o�. RIM LDING \ 20.0 4 NO• \ •. ; Q' / �:�/, 100'F 3 oz c .. O '9�00�. S'F 2. \ - - - w . � . / / 1 � ROM z IE_I OO N• • . .. . . .. . . . .. . x .x 05 . / / WETLANDS 1 n'' FEEL=10-ab _. 3= V 0 0 9 O CONNECT .. . .. . . .� 1 o`u I Z ROOF :.i X - '�/ W , , RUNOFF � h � .'. x s Z Q (SE LE'ACHIN Tp x Ll= . I ;� x 3 �. m FORE ARGH17tia� G FIEL37 ACHING FIELD. I x OZ� N DOWNSPO RAL PLANS (21) 10'DIA.x 4.0 /�/ 4 A I w '� x g6 ''X r ti� T14.00 TION-S) 0p DEEP POpLS I : : l /�/ V� k� I 9�. x � " B9.75 �x : I 59.95 - /• /.' ,} �2 s 'v . . • 1 x = INLET- 7,10 / �,^ f HOWARD W. YOUNG, N.Y. . L.S. NO. 45893 ��. . . . = (, c EL =9.00 % 1 ° L Zl. . . . . . . .�. . . .. . T12.00 x c 955 / ..�'.' /' 1 / tu F 139.55 . >; N/ Ms. M- �� ~X I 10.50 a N c „ INLET r/ ...'/I LST/ 2 I �� , s0 I xh ■ 0 0 a.X o X v x EL=9.00 ti / _ .70 00- \\��\ s, /� V 02 11.00 -- _ IE=6.00 <i�")HDP ' ° 3/ . rz 1% J . \\ I SOT STORAGE BUILDINGS o� T9.85 7l'i=, a.' u � '%. "♦ \� \� ,1 ,7.20 �, / STRON& S YACHT CENTER ° NGRE rE _ :9.2s , \�, 12.00 69.35 RETAINING _ - �'__ __ ° o " 7.10 WALL -- t3 ///iii MH 4.2 . . X12 0 $2'of<IS X o RIM.IO Tq (i�) LEFAGHING �`- o B8. ar o� 7.20 �/ 1�ry. F : at Mattituck, Town of Southold ti . 43 �i -BAS . 9Do / Suffolk County, New York V 1250 IE $D OO 10'DLA.x4.25'DEEP P00 0 "I «I DAs. f3 IE=2.48 / / `�1 4° N LS 9.50 T9.75- 7.10 / c s / .� _ 8.00 �/ ��F 7.20 GRADING 4 URA I NAGE PLAN . 0-7 'TI6 INLET 3.2 , . C) O i k m9 f �` B8.7D' 7.20gy k,zY EL=-7.00 N 10.50 ,%Y... u: is .� 12.00 R. -- T11.00 e ;` 68.25 T; IE=3.50 oLi 69.35 i' Yi' 5.00 T'of(18")H 1000 106 06 10 o @ o SETBACK LINE r' ;` - cONC _. . I v, 68.80_ Count 'rax Ma District IOOO Section 106 Block 06 Lot 13.4 s , .' �raININ - ==��:'�: :r-I..�i-.- - �' -• :Mtn y p o � � 6 I y . • •. . . . • . . . �.W,ALL.'.'.' \�� RIlv1=106 - ! --I ! •• : :• :' S 9 14. . o uq y \.• L 3 0 #W. MAP PREPARED JUL. 03, 2018 N Ro r 30 I O-N \ y 12 1, Lv ry d \\ 0-1 1 1 :281 \ � now or former) '. "11„r y �` 1111111\\`\ 'llll,,rl \ \\\ 111 ,1 ,\ 111j \ • ow or formerly (2) �K G ,,;\ 4 > . . . / 'Rus��l Zellner 12 Alnthon J. Demaula $ �ABOVEGRLL ILP 1 \ ' % ¢1 rv . ° ON • . • - Record of Revisions / Denise Z'6'Hnorl 1 \\\ Doroth A. Demaula OVND TANKS I N \ k D s. '• REV15ION DATE y subdivision Map of 'Shore Acres 1/1'1, X\\\\\\\\\\ ON " " N � �Z filed on January S, 1x14 as Map no.41 j''' �, subdivision Map of 'Shore Acres" "' 1 00 filed on January 3, I ci 14 as Map no.41 JUL 2 0 2018 -'J ° / \ 40 O 20 40 60 120 • DO / sou!i;olciT01^,1,1 Scale: I" = 40' Fiaririiriq Board a. JOB NO. 2017-0165 = MONUMENT 5ET ■= MONUMENT FOUND 5TAKE 5ET e= STAKE FOUND DWG. 2017_0165_site plan 5 OF 6 (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTCN.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 OsL'ronder Avenue, Riverhead, New York 11901 tel. 631.121.2303 fax. 631.727.0144 admin@youngengineering.com JL Howard W. Young, Land Surveyor nnN m:e Thomas G. Wolpert, Professional Engineer � Douglas E. Adams, Professional Engineer wj E Robert 0. Tost,Robert 5t mski Architect ct ECTIZZIC SE VI�E(�)•T0 �. i 5ANITARY DESIGN CRITERIA GALGULATION5 NDERS / X: IX FROM LTH S I✓�STi N)b \' R.. I I \UT1L1T1`( HOLE SEWAGE DESIGN CRITERIA '° o _ Jo y X GROUNDWATER MANAGEMENT ZONE = ZONE IV I \ \ \ aa'. '•� \ n ,� X METHOD OF WATER SUPPLY = PUBLIC ALLOWABLE SANITARY FLOW = 600 GPD/ACRE \ \ 1 16.4620 AG x 600 GPD/AC = 9,5'77 GPD It i PROJECT DENSITY 5EWAGE FLOW / EXISTING POOL, G.I. FRAME t COVER- CAMPBELL I GONG. PATIO $ SHED y' I ; I " I s�Ees o RESIDENCE: = 500 GPD FOUNDRY PATTERN NO. 1007G, OR TO BE REMOVED I :: • • I::I: I \ 20`9 P POCK OFFICE: 2,702 SF 0.06 GPD/SF = 162 GPD APPROVED EQUAL. L 1 ; vhl b RAM �OATiNG MARINA: 40 BOAT SLIPS 9 10 GPD/BOAT SLIP = 400 GPD HED a STORAGE: 66,117 SF ® 0.04 6PD/5F = 2,645 GPD nOW Or I I' I ' l I ( Q NEW BOAT 5TORAGE: 101,5CO 5F @ 0.04 GPD/5F = 4,060 GPD D for ASPHALT PAVEMENT D a ;• �O 1 TOTAL DENSITY = 7567 GPD DESIGN CALCULATIONS SANITARY SYSTEM NO. I PRECAST GONG. COLLAR 4 I„ .• .l : ; : I:. a 24 I : : :: : \\ U w X STORAGE: 66,117 5F @ 0.04 GPD/5F = 2,645 GPD C11EXISTING WELL TO I I / U f NEW BOAT STORAGE: 101,500 SF (9 0.04 6PD/5F = 4,060 GPD } BE USED FOR I' : : I: I: U)} TOTAL DENSITY = 6,705 GPD -` IRRIGATION I I �l \ w0.' (n b" GLEAN SAND t GRAVEL PURPOSES ONLY SEPTIC TANK w � o j STOPPER OR END PLUG s� CONCRETE : : :: REQ. 6705 GPD x 2 DAYS = 13410 GAL. \ RETAINING LL. / `\ n \ x � '/•�' • �.�:� I . � � � USE I TANK 8' DIA. x 4' LIQUID DEPTH +� SEWER PIPE :: i:: ::/ : ::I:. . = 1200 GAL. \ f Q LEACHING \ x : l r 1 \ a _w REQ. 6705 GPD / 1.5 GPD/5.F. = 4470 5F5WA I l' ' H a USE 4 POOLS 8 DIA. x 4 DEEP POOLS = 400 SFSWA 30 ELBOW T40.00 T40.00 �x \ 6' HIGI-1 T46.00/' /:: /' i / 1 = w cn U \ V SLACK (2) 2K / .' a� ' ' / a a N w z - INYL CLAD FEN '�OYEGROU �LLON Lp / a°.ti /' / 50 v n T42.00 �„;•;�,r,��--- -• T44.00 •" 46.00 - GB TANKS ° /�. '� / , m R " RESTRICTIVE COVENANTS TO BE RECORDED ON THE PARCEL T �' - \ RGREEN �� \ N TO REDUCE THE DESIGN FLOW. „rf T48.00 \ (By OTH, RETAINING T20.00 / / N RAMP ALL 69.85 60 WYE N 0 I,' ' \ - 'r' '' " A2;yF'-;c •�' ti' ;'ari ,-- -, -_ T50.00 _ _os-- - - - - .r ' / / ..,.69:85/ .'•. .•l.., •, �- N DE51GN CALCULATIONS 5ANITARY 5Y5TEM NO. 2 CQ o I ) 8F \ r ar ✓K r 'r r --_ /.// v LECTRIC " T10.25 � e /� n r SERVICE 89.75 OFFICE: 2,702 5F 0 0.06 GPD/5F = 162 GPD 620.00 x'' •. \ �..'. �',• , �"`�' ',-`- . , '�--�_- _ /, -; r'• � �' I- �- TYPICAL CLEANOUT DETAIL \ Q m J FLOATING DOCK MARINA: 40 BOAT SLIPS 10 GPD/BOAT SLIP = 400 GPD I FOR AREAS SUBJECT TO VEHICULAR TRAFFIC : r I \ '� 3 ,'x °r, 5 9.75'C' • . / END STONEBLEND r� a TOTAL PROPOSED DESIGN FLOW = 562 GPD ;i \ �a _ . y -;8a .• . . Ery •errs w . •• . .,..:•t F I:� PAVEMENT -} 3�J � a n / '.' o m 3 SEPTIC TANK - q 820.00 / -; / : `d ` u/ 3® o REQ. 562 GPD x 2 DAYS 1124 GAL. x )� / 6.90 / 3 USE I TANK 8 DIA. x 4 LIQUID DEPTH = 1200 GAL. 820.00 . ^°# o '_ •t 0 Z ' „ • < v �. td. . :/ ti0 LEACHING X .X \ X. .. . . ('*,( T .50' - / w 9� / .s,/• .' b0 LEACHING GALLEY SIZE: " x T20.00 r,, . . ro PRD \ x 4.75'W x 8.50'L x 1.50' DEEP = 39.75 5F5WA POSED w \ BOAT 1 ST8 X o �R w \ �` 1 ; \ �D'N� ? ' .j / 7.50 0 REQ. 562 GPD / 1.5 GPD/S.F. = 375 SFSWA <, �. :.�"" �/ \ USE 10 GALLEYS 39.75 SFSWA EA. = 398 SF5WA Ay o a �, ,� \ / 52 500 IVO,1 a %1:. �,, �':/ • r f[t J X m O 7,"40 Cx X?k - J : :1320.00'. r n1 t / 7.40 \ os- JII \ INLET\ : u / /•• .':l . / : r , ENGINEERS CERTIFICATION / T20.00 \ 1 / a.- R /.' f.•'/ Eby,/ i 2V. "ti pang of g .. .d.. 69.75 •• .I >s. �•/. ." ••/.!: / �o� '// NO��`2' 7.30 0� FLOATING DOCK • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE x RAMP DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME gb' . . . . °! /^' ;,I' T20.00 /<i /; r ^,, c,� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOR000H J i 69.20. U. . �j " { r '• / /. / -�\ STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL Q� " / o ✓a ,µN" '� 'p� ' /� // :a", �1 oX s04• �� LOTS, AS PROPOSED CONFORM TO THE SUFFOLK COUNTY 7.10 , ZA / % 1 DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN // 1 EFFECT AS OF THI5 DATE. T20.00 { »- _ 9.20 7.20 'B9.75 @I. o. o rx, !'� J za ",�.. _` . k LP 75" / 9£ o I IM+, \ �- / f'MLF :f;Ifi �' JV U�, //�� - ,.9" . �- _� / - \ .'rte„ r�� +:a' . . . . . . . . X //%'�/�!�� '�' 6s 4 {+rl m,' / x \ .-!• } .Wpn � ` ,�fi..r.V} /,6}\ .i I IA ',yA \ 'r•-•''tl' .I - • ' .y " �f�,�/Jr. ST I ,: / I :JIJ �K% `1 a• , _ 1 r. / 350' / 20. ff^: : I •/ I ,' Q``0 HOWARD W. YOUNG, N.Y.5. L.S. NO. 45893n 'Y` I � .620.00 �. • / ' „�` � � - - / / \ IN T'. �. /: I : I' / THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 '.`'�� / / . .�•'.• •.�\ -S.ZO i . . .. . . . . "-,. . . . -' "u 7,20 ��I: 11� DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 / '.f. 9.75/ II / Fqy -- -•-_�' 7.10 II �� / t b 5URVEYOR'S CERTIFICATION rn X •'' •' / .' I. r . . . '9 NIFY-_ m-; .G., ou"!{-a�9 y. 'X yl n a // X µ 8� .l 0 p GALL YsTFN. X : p=� / \ `°' f Z# d N X,;' R / j (4� ��qX4'D oN SEPTIC I ' "Iry�o J` / F2; �j:u • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING N - - - - - - - . . .. . . .. . .[30A-t'<' SED' 1 S7- n; DEEP LE'4GH1NG PpgNK ( °X : / I�"";' Q� 4 :: �� BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR I x..-' - � 4RY �X\ � •PUTU oLs .. ;, R s• Ix ORA RE"ExPq w .�' / ' 1 Q I x. . 2 UNDER OUR DIRECTION. s � ' o I` . . . . . . . . . . . .. . ... . . . . .�:x. .. . . . . . . . . . . .. . .. . EBV NSI r / /fir ' �� NG N N - 1 - ....... .. s �� . . .. . . . .. . . .. . . .. . . . . .. . . .. .. .. 49'000. F o'� \ - ° s�5 ." / / �� 100'F�oM oz , N 7. Jc.' LO 4'I , tlWETLANDS \ X i c .. .. ..."FFE X\ 11 WE LA X. `y O P Ln 9V 01 tZ, X E : g L x x T14.00 X n : 9.9'• /: / I. g . 89.75 X I l.' X xI' 1 �'� X HOWARD W. YOUN Y.S. L.S. NO. 45893 o /: /. f / 1 G N n p / .. Z t. . . . . . . . . . . . . . . T12.00 Jlu X ��yy _ 69.55 0 0 9955 X I (� +IX-1JJ \ u' a •• gg n M1 ' .7t.' t+{/ X 6P X X 10.50 .-. '- o % 1 i /10 9� 11.00 _ " �� 925 �'/ /'h x `Y A :. 7.zo i \ ;. s BOAT 5TORA6F- BU I LD I N65 o� T9.85 ../ • V 89.35 P-O 9. 8 a �. 7.1012.00 �^WLLINiNG - _ w, + , ° �.,,. • ?W ' ' / STR01�1C� S YACHT OENTE ``� 0.` i. ' �•. .es? © 7.20 at Mattituck Town of Southold O . , 19.00 r> : S o / ' - 1z..�� w:. f , 5uffo 1 k County, New York x T9.75'4 �1 f 1 ROS., f^:{ / N O \ 9.50- . 7.10 / c 7.20 X 11.00 8925 . UTILITY FLAN W -r' . - - - - - 1 0. - d o C¢' 7.20 �ivq x 0 lS� PX 12.00'',q .. . .. 10.50 T11.00 68.70 1000 106 06 10 69.35 °x: _ 5.00 :. h N 2 o SETBACK LINE B o ooNCR _ -- . :::::::: :, \.' I n" 4F County Tax Map District 1000 Section 106 Block 06 Lot 13.4 O J -?RETAINING 4- . . . . . . . . f j r cD LL. .'.' \' a, . o g , 12" ' "N N 2a so- - - : '• MAP PREPARED JUL. 03, 2018 IL i now or formerly N : ' .. : . ' - \ . . . . . .. now or formerly (�� K . . . . .. ' I X N Record of Revisions Russell Ze l l ner . .. " " • • .12 ^ / Anthon J. IDemaula I$ q�VEGROU D LP \ \ I �" X ; I REVISION DATE / . Denise Zel finer Dorothy A. Demaula TgNKS I N s - subdivision Map of "Shore Acres" a N " " 2U filed on January S, IC114 as Map no.41 �.. subdivision Man of "Shore Acres" "' N 1 °U filed on January 5, I cI14 as Map no.41 Z L� JUL 2 0 2018 CD _ - 40 0 20 40 80 120 m Fi / Sc;'I0! itrrrn anning;'acrd Scale: 1" = 40' a JOB NO. 2017-0165 DWG. 2017_0165_site plan 4 OF 6 III= MONUMENT SET ■= MONUMENT FOUND A= 5TAKE 5ET A= 5TAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING ,HE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (3)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED MON OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 tel. 6B1.727.2808 fax. 631.'12-1.0144 NOTES FOR admin�youngengineering.com N n ABANDONMENT OF 5ANITA�RY STRUCTURES �� ♦� +moi ounRs!-g ;3' 110'-0" 10'-0" ABANDONMENT IN-PLACE EXI5TiNG SYSTEMS SHALL BE ABANDONED BY REMOVING ALL Howard W. Young, Land Surveyor o RESIDUAL SEWAGE WASTES BY A LICENSED WA5TE HAULER, REMOVING Thomas G. Wolpert, Professional Engineer / THE TOP OF THE 5TRUGTURE(S), BACKFILLING WITH SUITABLE SAND AND Douglas E. Adams, Professional Engineer n+w° nne GRAVEL MATERIAL, AND PROPERLY COMPACTING. Z Robert G. Tost Architect SANITARY Q ABANDONMENT BY REMOVAL FORGE MAIN WER EXISTING SYSTEMS MAY AL50 BE ABANDONED BY REMOVING ALL Robert 5tromski, Architect 3. -4 RESIDUAL SEWAGE WASTE5 BY A LICENSED HAULER, REMOVING THE (n ENTIRE STRUGTURE(5), BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL, AND PROPERLY COMPACTING. ABANDONMENT OF SEViER PIPING 5A�NITARY DESIGN CRITERIA 4 GA�LGULA►TION5 WATER SERVICE THE ASSOCIATED SEWER PIPING SHALL BE OUT AND GAPPED ASA tt� MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTEDS FOR FURTHER SEWAGE DESIGN CRITERIA 5 CONTEMPLATED IN THE AREA OF THE ABANDONED SSEPONMENT REOUIREMENT5, IF FUTURE 71G CONSTRUCTION WATER/SEWER GR0551 NG DETAIL GROUNDWATER MANAGEMENT ZONE = ZONE IV NT5 CERTIFICATION REQUIRED METHOD OF WATER SUPPLY = PUBLIC ALLOWABLE SANITARY FLOW = 600 GPD/ACRE THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, EITHER 16.4620 AG x 600 GPD/AG = 4,877 GPD \ IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A \ LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR PROJECT DENSITY SEWAGE PLOW PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS, THE \ APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO RESIDENCE: = 300 GPD \ •. BE CONTACTED. OFFICE: 2,702 5F @ 0.06 GPD/5F = 162 GPD MARINA: 40 BOAT SLIPS 0 10 GPD/BOAT SLIP = 400 GPD 5,52 0011101 �•�,� � STORAGE: 66,1115F ® 0.04 GPD/SF = 2,645 GPD NEW BOAT STORAGE: 101500 5F @ 0.04 6PD/5F = 4,060 GPD • z38.46 TOTAL DENSITY = '7,56'7 GPD \ o i oI.� \• _.. _• s$3o\ \ DESIGN CALCULATIONS SANITARY SYSTEM NO. I ��, •\ STORAGE: 66,11'1 SF ® 0.04 GPD/5F = 2,645 GPD 0 NEW BOAT STORAGE: 101,500 5F ® 0.04 GPD/5F = 4,060 GPD O � \ TOTAL DENSITY = 6,705 GPD \ SEPTIC TANK \ REQ. (5705 GPD x 2 DAYS = 15410 GAL. \ now or formerly '\ USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 GAL.* \ \ Glyn B. Weir I$ \ LEACHING \ \\ Michelle T. Weir S`� \ �� REQ. 6705 GPD / 1.5 GPD/5.F. = 4470 5F5WA PROPOSED USE 4 POOLS 8' DIA. x 4' DEEP POOLS = 400 5F5WA* \ \ WATER MAIN EXTENSION RESTRICTIVE COVENANTS TO BE RECORDED ON THE PARCEL SL N3 d C� \ \ TO REDUCE THE DESIGN FLOW. b o a DE51 GN CALCULATIONS SANITARY SYSTEM NO. :2 tj0• w 'ONOO \ PROPOSED OFFICE: 2,702 5F @ O.Ob GPD/5F = 162 GPD - - - - -- GNno� ��\ �q2 \ �, MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD ---- - - - N84053'40,tpN Qo\ 20 �'%o .� H I DRANT --� �� \ - \ oho •\ TOTAL PROPOSED DE516N FLOW = 562 GPD SEPTIC TANK PROPOSED WATER SERVICE REQ. 562 GPD x 2 DAYS = 1124 GAL. USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 (SAL. LEACHING / \ Irk 3oy� s��° ooOM / } i �'•� \ S LEACHING GALLEY 51ZE: who �� 4.75 W x 8.50 L x 1.50 DEEP = 34.75 5F5WA �ZCK r9 sFC ONC. S �^��'� �' CEPS S \ USE 10 GALE S 1@ 34.15 SF5WA EA. = 348 5FSWA It N nl q) .1�ti ° .`\'�c10�/O �N a\ / Q ��a /a N 6 ��^�l r FRAME N GARAGE II� o a4 s. 4.. 1 a . / a, - / N84'Oa 20 Luff 16 OVERHEAD W S _ o� LOCATION'OP ,� �' S- 1 \ / 3U Y 67.4Q ENGINEER'S CERTIFICATION U) :. (3��°d . RP ' -T.(�T�R . g i / W ' .ri. . . . .'. . . m . ' zo Z5 pill ftftk- O �°� o ° s ,3 / ' �Ny1 �3 • I HE CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE ° / / DI5PO5AL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME l \ Q V / ' ' '/"•''-'/. ' ° 1 �3n� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH O '' /•' / .'• / o I WELL STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO \ \o>�� 48 / /' /. : .x• I GAS az z� ww C�� w DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN �Qz a wi EFFECT AS OF THIS DATE. 6.T ING. 1N'ELL'70 .' /. ,•.• \ 0 7 IU UIQ .7 W EXISTING wz Q) SANITARY / 3 SANITARY / I SYSTEM TO qF- a i. 1 ABANDONED. Q MP HOWARD W. YOUNG, N.Y.S. L.5. NO. 4584Bn j \ \� / x j/• / j/. / , `, \ L+ / I a tJ(� W^ THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 40.4 1n Y DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80847 / /. % '. •'. 434. �." O 9.1' > o F _ . • / 2 STOROF Y o - 5UR\/EYOR 5 CERTIFICATION WELL _ / .h / `yo 4.4 3)0 J / FRAME lT1 60 opngdy \ c[nd BUILDING / a J /.. •' .. / ` BASES o r Co O rn • 1 HEREBY CERTIFY THAT TH15 MAP WAS PREPARED UTILIZING �.' .',� .'• 1` � / 5T / 40.5' FOR SIGN O / / /.'." ' / , 7 To 1 a� BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR \ Q / STO/� , \ �W 0 V 011w ❑/ goo UNDER OUR DIRECTION. s 3 : C . 1 MET r DO :l \ �' 1 ❑ 0 a / / : l / e q� o 55 - N �0� i-30 8o a0' _.- / 9,N V� TRP K 1 r I \ '. .\ \ r. 19.2• _ / 0/ \'. 1 s \_'. �;\ •.'.•'. '. �� .. W - Ill"41.80 � �. 9.55 s EXISTING SANITARY 14 s ° rtt N81 3 I / \'.• '• '• ' 10.00 os NO o SYSTEM TO REMAIN \':•. :'. \'.'. : ::. ° I r •.,: K /Of \ \. 9.55 1 10.00 h� \ ? YYY ot/4►I�•- , / os . . \ :. :; 1 PROPO ED m I N - / / \ \ �'• o. ! p HOWARD W. YOUNG, N. .S. L.S. NO. 4584B x\ .. . . - N PORDE AIN llti' \ 9.55 �� 1 0 3 - '�' PROPO TED I ctt / o / .:•.'.::,\ .. ""� ST �r ° Z a STORY o w/:_ \ o� BUILDING WATER ER\/IGE 31 I oW � . . • .�: ..\•., ., -.�" "•::.'.\'. � .QMH �5 BOAT STOR�4GE BU I LD I NG5 d W G N / \ '� STRONG'S Y,�Gt�T CENTER x \ .. w\Z .. , �' . . o u 1 G pOCK - v \.: \ \. �� . .m. . . . ti x '. G,1 FLOATIN '10oO \ u W / GP OS \ 14.1' ti w NEW SANITARY SYSTEM No.2 K>f'. \ . '. \". . ..'� ' \\ NZ at Mattituck, Town of Southold / 4A' ' 1,200 GALLON SEPTIC TANK :\ : .::\ \ . 1 v awl Suffolk County, New York g / wELL A� (I O) 4.'T5'W x 8.50'L x i.50' DEEP .. \ .'.'.\ \ • I /,//6D I i//F.� g 5 784.g� /!L LEACHING GALLEYS : :\ : '.\ \: \ c Y UTILITY PLAN / GRAVEL DRIVEWAY z43 50% FUTURE EXPANSION a .\ . \ \ • 1 I a SzsO \ 1 I 6 p60 g12011yd 1000 106 06 10 a /00 / - _ �� iii 1 \ 1 500 3 County Tax Map DistFict 1000 Section 106 Block 06 Lot 13.4 �z 581 312011 1 : • : / a 0 117, 1 Z a O �fRN I. I MAP PREPARED JUL. 03, 2018 00 EXI5TING WELL TO BE X '.WIRES�yp : : I BELGIAN BLOCK / a A sr USED FOR IRRIGATION . : �. I : �•. '. '._ . . -1�:'�.-�.. � � Record of Revisions °NE GR AY FENCE PURPOSES ONLY : I : :I : : 1 : : : '.I rn 0 REVISION DATE 20' \ S6 : : : : : Cm 0 m t� O 8 Oft I I I /r -I \\\ R \ �O[ 0 NT N�� : ' I : : I : : '. I '. : : : I /r Imo" RAMP FLOATING DOCK - 1 I � JUL 2 0 2018 �" 40 0 20 40 80 120 m QUR o X' I Scale: I" = 40' / Southold sown Plannin JOB NO. 2017-0165 a 4v '�� '. '• ', I .. : 1 / ��v"yid D= DWG. 2017_0165_slte plan 5 OF 6 MONUMENT 5ET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND So (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTVPE"ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THF.ASSIGNEFS OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTOINS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.727.2303 fax. 631.721.0144 admin�youngengineer►ng.com N + O LIGHTING SCHEDULE + + Howard W. Young, Land Surveyor 005 018 h;yM n 0.22 0.13 0.06 Thomas G. Wolpert, Professional Engineer 2.62 2 os7 .; + + + + + SYMBOL QTY. LUMINAIRE TYPE HGT. LUMENS L.L.Q. Douglas E. Adams, Professional Engineer Iiiiii + + + + + '., d. 0 0. .14 0.14 0.82 2 3'` „ y'y r 0.64 1.46 1.45 0.73 0.23 1 e1 0.23 011 ;, -x, 7S WATT LED LUMINAIRE Robert G. Tost, Architect + + + + + + + %�n>w (y � 025 o.2s o 2 e. 2.a7 osa MFG. BY L51 INDUSTRIES INC, Robert 5tromski, Architect W E 68 .54 3.1 2.46 0.38 v " Ys �- 0.10 0.35 sxti �_� AREA 14' '7,550 1.0 e : + + + NB+ + + 0.14 4 43 8.27 8 +1 tA1 3 GAT. NO. 71 o7s o.12 \ PA5U-5-LED-LW-NW-UE-BLK, Q 020 164 1.5s '�r yr \ OR APPROVED EQUAL 0 3 2.03 20 0.11 0.52 2.3 .• „ > 0.30 1.37 4. 9 .81 0.80 1.60 3.74 5.50 .26 1.60 " 2.79 0.35 0.11 N + + o + + + + + 72 WATT LED PATRIOT WALL SCONE S ,.13 0.33 .39 2.57 35 0.63 0.64 3.38 8.89 2.70 0.99 0.67 0.90 1.84 4.1 79 3. ; MFG. BY LSI INDUSTRIES INC. 2.59 6.76 5.54 2.16 0.87 0.53 0.63 1.72 3 1 4.15. 1 3b GAT. NO. WALL 14 5,800 I.O 1 XPW53-FT-LED-48-450-NW-UE-BLK, ,Z `> o+ + 78 WATT LED LUMINAIRE J 2 1 1.46 2.37 2.17 1.17 0.61 0.48 0.76 2.27 .54 5.64, OR APPROVED EQUAL MFG. BY LSI INDUSTRIES ING. • CAT. NO. PA5U-5-LED-LW-NW-UE-BLK, + 13 WATT LED WALL L16HT 2.08 2.30 1.41 0.64 0.39 0.46 1.05 1.7 1.75 2. OR APPROVED EQUAL N; a 5 MFG. BY LSI INDUSTRIES INC. + . 13 GAT. NO. WALL 10' 1,765 1.0 �JJ ay 3 3.92 3.19 0.90 0.30 0.21 0.38 1.44 1.96 1.50 \ Q , WLS-13W-45K-BZ, 0 9"7 20 5.70 3.06 2.28 0.54 0.17 0.15 0.41 2.04 3.23 2.81 \I\ OR APPROVED EQUAL x + V 4" SQUARE ALUMINUM POLE . 3.15 2.86 2.27 0.38 0.11 0.14 0.72 2.48 3.16 MFG. BY L51 INDUSTRIES INC. oss \ + 1\ GAT. NO. 45053 ;l 1.20 1.28 1.31 0.36 0.14 0.27 1.28 3.33 4.37 737 OR APPROVED EQUAL. t0.51 0.59 0.66 0.31 0.19 0.37 1.07 1.41 2.07 .91 0.44 0.05 2 v .2 ' FOOTCANDLE STATISTICS K'f1 sz 1+ + + + + .1 + + + + + + + 72 WATT LED PATRIOT WALL SCONE 0.88 0.84 0.64 0.27 0.18 0.29 0.49 0.49 0.79 0.31 0.10 0.03 -� + + + + + + + + + + + + MFG. BY L51 INDUSTRIES ING. + + 44 2.03 2.02 0.93 0.22 0.17 0.32 0.45 0.35 0.32 0.11 0.04 0.03 7.57 6. ^�� MIN. MAX. AVG. GAT. No. + + + + + + XPW55-FT-LED-48-450-NW-UE-5LK, ✓r" .66 3.79 3.40 3.74 3.32 4.87 4.93 3.47 1.97 3.12 7.94 7 3.50 3.05 0.74 0.11 0.18 0.69 0.93 0.45 0. 0.13 0.03 0.02 OR APPROVED EQUAL 0.00 12.14 1.79 1.1 1.95 2.52 2.85 3.72 3.60 3.41 3.25 2.44 1.67 2.42 3.59 3.99 3.00 2.62 5.42 6.00 6.28 5.54 2.97 2.19 0.47 0.10 0.24 1.58 2.12 1.35 ,� 1.93 .36 1.92 1.36 1.46 2.17 2.40 1.91 2.11 2.29 2.17 2.84 3.10 3.59 2.78 2.53 3.81 3.15 3.25 1.64 1.83 4.40 5.29 5.90 3.02 4.58 7.52 7.61 2.64 2.43 2.10 0.35 0.13 0.60 2.24 3.60 4.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 LIGHTING NOTES p88 5.14 4.29 2.87 2.53 2.14 2.24 1.80 1.40 1.63 1.95 1.55 1.35 1.76 2.32 2.47 2.32 2.33 2.71 1.98 2.28 3.93 3.21 3.48 2.45 3.35 3.45 4.43 2.08 1.50 2.89 6.84 7.78 9 t 3.51 1.41 1.22 1.16 0.39 0.34 1.57 3.22 3.7 13h ;r + + ALL PROPOSED OUTDOOR LIGHTING FIN. GR. 4.. 6 4.96 4.17 3.51 2.49 1.87 2.67 3.26 3.18 2.88 2.92 3.01 2.05 2.03 1.97 1.92 1.42 1.10 1.32 7.75 1.83 1.89 2.05 2.80 2.85 3.29 3.00 3.90 2.11 1.47 2.53 3.23 3.66 2.94 3.04 4.48 4.79 3.62 3.54 8.24 7.55 3.88 1.34 0.68 0.47 0.74 1.68 2.19 4.5 1 FIXTURES SHALL BE SHIELDED ON + + + + + �\ THE TOPS AND SIDES AND I I-III-I I I- 02 4 3.75 4.28 4.17 2.61 2.57 3.70 3.06 3.21 2.15 2.70 3.11 2.51 2.49 2.39 2.20 1.47 1.30 1.52 1.94 1.50 1.26 1.63 1.81 1.92 2.61 2.73 3.46 3.22 3.40 3.32 3.62 2.92 2 88 3.39 3.49 2.54 1.15 0.54 0.66 0.92 0.93 1.13 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ; DIRECTED STRAIGHT DOWN. 125 .77 2.77 01 2.85 3.34 3.33 2.51 2.27 3.51 3.40 3.51 2.25 2.39 2.95 2.16 2.08 2.16 2.08 1.57 1.48 2.00 2.27 2.04 1.74 2.20 2.79 2.94 2.70 3.10 2.28 0.94 0.49 1.28 1.74 1.05 0. \'� CONCRETE In + + + + + + FOOTING 4. 9 3 5.12 4.01 3.60 1.88 2.08 3.94 3.15 3.45 2.62 3.11 2.99 2.89 3.61 3.46 2.10 1.71 1.21 1.08 0.93 0.82 1.02 1.17 0.74 0.67 2.17 3.07 2.35 + + + + + + + + + . . i\ 2" ELECTRIC CONDUIT 19 .22 3.42 9 3.28 3.50 4.24 3.87 4.22 3.24 3.06 1.40 0.59 0.31 0.20 0.17 0.27 0.39 1.18 2.94 3.26 ;\ (BURY2'-O" MINIMUM + + \ BELOW GRADE) 1 0.2 56 4.64 2.48 0.99 0.35 0.17 0.11 0.12 0.22 0.57 1.84 3.23 4.78 `\ 0 4.64 2.75 1.03 0.36 0.14 0.09 0.15 0.35 0.79 1.27 1.51 2 o + I + + + + + + + + + ,\ 1 7 3 1.67 1.21 0.88 0.33 0.13 0.07 0.18 0.75 1.18 0.74 080\ R, W ALL MOUNTED LIGHT AREA LIGHT + + + + + O N.T.S. NTS 0 26 .14 3.08 2.40 1.37 0.25 0.07 0.06 0.24 1.66 2.28 1.52 J 13 47 _ 3.78 3.04 1.13 0.14 0.04 0.11 0.62 2.28 3.47 4.5 ; 1 + + + + + + + + + + 1\ 0 24 3.74 2.76 0.80 0.14 0.11 0.31 1.59 3.61 3.74, 1 1 + + + + + + + + + + + + ,\ 48 1.4 .17 1.93 2.13 0.67 0.17 0.27 0.69 1.63 2.12 4.2, + + + + + + + + + + \ �O 1.26 6.4 0.72 0.75 1.07 0.51 0.25 0.55 0.95 0.90 1.12 0 82 1 0.59 0.52 0.64 0.34 0.28 1.18 1.92 1.16 0. \ + + + + + + + + + + 1.00 193 1.49 1.19 1.04 0.40 0.47 1.97 3.37 2.76 ;\ 1.27 3 61 0 8.28 7.25 8.14 3.76 2.92 1.45 0.38 1.07 2.80 3.25 + + + + + + + + + + + + + + + + + + , 1 .46 1.42 3 27 .33 4.94 4.90 3.85 4.36 2.21 2.35 6.44 6.48 5.78 3.86 3.16 1.16 0.55 1.63 2.79 507 \ 0.48 1.21 2+09 .44 4.03 4.38 3.34 3.72 2.20 2.29 3.66 3.16 2.95 2.08 3.05 4.43 5.10 2.59 1.75 3.54 7.52 46 3.92 3.03 0.95 0.50 0.95 1.24 2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ .0 0.1 0.57 0.91 1.21 1.11 1.49 1.76 2.06 2.22 2.39 2.77 2.40 3.38 3.22 3.76 2.03 1.49 2.60 3.59 4.36 2.87 2.83 5.97 5.80 4.56 .84 1.76 1.94 0.73 0.35 0.40 0.53 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i^«rl + + + + + + + + + 1 .0 0.05 0.05 0 07 0.11 0.12 0.19 0.21 0.29 0.52 0.48 0.45 0.62 1.03 1.42 1.57 1.52 2.16 1.89 1.83 2.89 3.18 4.03 2.82 2.72 3.37 3.08 2.52 1.69 2.38 4.61 4.93 3.63 2.89 6.96 7.80 -n 1.55 1.02 1.02 0.55 0.32 0.33 0.62 1.50 I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,\ 0. 1 0.01 0.02 0 n2 0.02 0.02 0.04 0.06 0.08 0.11 0.09 0.08 0.11 0.24 0.32 0.23 0.24 0.36 0.66 0.83 0.95 1.02 1.57 2.06 2.17 2.06 2.29 2.36 1.93 2.70 3.17 3.26 2.60 2.43 4.14 3.85 4.64 4.41 5.35 6.19 2.73 1.13 0.53 0.40 0.49 0.82 1.89 5.79 7. \ \ EN61NEER'S CERTIFICATION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 Ot 0.01 0.01 0 Ot 0.01 0.01 0.01 0.03 0.03 0.03 0.03 0.03 0.04 0.05 0.06 0.05 0.05 0.07 0.17 0.19 0.13 0.16 0.27 0.'00 0.46 0.40 0.51 0.87 1.19 1.47 1.55 2.02 2.49 2.62 3.12 3.43 4.25 4.13 3.33 3.78 1.88 0.76 0.46 0.51 0.79 1.57 2.99 3.11 3.61 3.18 1.35 + + + + + + l • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE .00 0.00 0.00 000 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.04 0.04 0.04 0.04 0.06 0.10 0.09 0.08 0.09 0.21 0.31 0.24 0.25 0.38 0.77 0.91 0.96 1.28 2.20 2.54 2.06 2.52 1.72 0.82 0.60 0.80 1.23 1.62 2.08 2.52 3.89 1.77 0. ,,, ,1 5 DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME + + + + + + + + + + + + + + + + + OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.06 0.07 0.05 0.17 0.19 0.18 0.26 0.38 0.44 0.40 0.48 0.67 0.58 0.75 1.58 2.ss 3.01 1.s1 1.oz 1.5s 1.27 STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL + + + + + + + + + + + + + + +, LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY 0. 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.0 .A3 'J2-`a�0.02 0.02 0.02 0.03 .0 0.0 0 0.11 0.23 0.36 0.86 2.80 8.37 8.63 2.74 0.67 0.43 0. 0.27 + + + +.; + + + + + + DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND SIN 0.0 00 000 0.0 0. 0 0.0 O.OU 0.00 0.00 0.00 A'Otf 000 T.QOy�py00 0. 0.01 0.01 0 4' p 6 0 0.01 0.01 0.01 0.01 0.01 0.02 0.03'U.02 ��¢0.046 0.11 ��°'}�} 063 , 2.43 0.52 0. 0.14 0.09 0.05 0.04 1\ EFFECT A5 OF THIS DATE. 0. .00 .0 0.01 0.01 0.01 O.Qa o4"'%' 1 �t.02N,r0. 0 .O''-2.16 1.86 077 0.20 0.07 0.05 0.0 0.02 0.02 01 0.02 0.01 01 now or formerly Russell Zellner now or formerly HowARD N. YOUNG, N.Y.S. L.S. N0. 45893n Anthony . Demaula THOMAS G. WOLPERT, N.Y.S. P.E. NO. Ill ' DDenise Zellner y Q Dorothy A. Demaula DOUGLAS E. ADAMS, N.Y.S. P.E. N0. 80897 subdivision Map of "Shore Acre5" file d on January 3, Igl4 a5 Map no.41 subdivision Map of "Shore Acres" S RYEYORS CERTIFICATION OM1ILR.11-goR. filled on January 3, I c[14 a5 Map no.41 [�' • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING '11 E` BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR o j I UNDER OUR DIRECTION. �I l �I JUL 2 0 7018 s 3 Rmning 30ard v SOU1i1D!.i'I OVVII Mei 0 L I C HT I NG PLAN SCALE: I =40 N II I - { CAST IRON FRAME $ COVER DRAINAGE CAMPBELL FOUNDRY, PAT. NO. ¢ PIPE - 0 1007C OR APPROVED EQUAL. j HOWARD W. YOUNG, .S. L.S. O. 45893 CAST IRON FRAME 4 COVERx K CAMPBELL FOUNDRY, PAT. NO. 3407 OR APPROVED EQUAL. PRECAST CONCRETE ° 4000 P51 PRECAST CONCRETE BOAT STORAGE BUILDINGS z z TRAFFIC BEARING SLAB SOLID RING A5 MFG. BY SUFFOLK STRON&�S YACHT CENTER MFG. BY SUFFOLK GEMENTT GEMENT OR APPROVED EQUAL. OR APPROVED EQUAL. at MgttitUGk, TOWn Of Southold M DRAINAGE PIPE 4000 P51 PRECAST CONCRETE Suffolk Count New York H ":s is .:'', � TRAFFIC BEARING COVER y/ STONE DRAIN IE " Ell DETAIL5 } I_ _I 4000 P51 PREGA5T CONCRETE N O STONEBLEND 1- I`2'1 BOX AS MFG. BY SUFFOLK 1000 106 06 10 2" STONE BLEND STONE DRAIN I 0 PAVEMENT I 0 r 3" STONE - 2.00% - GEMENT OR APPROVED EQUAL. SLOPE GROUT AROUND N County Tax Map District 1000 Section 106 Block 06 Lot 13.4 %b N ENTIRE PIPE W ILI_ Q DRAINAGE PIPE e 5¢ a rti� 1 ° � � `� MAP PREPARED JUL. 03, 2018 Q w >' ,�,� ,,�� ,I � PAVED INVERT - I: 12 SLOPE a FILTER '„� �i � FILTER } Q PRECAST CONCRETE q ° .t'i 3 -' ,T,',; '^"'�r l 1' �` [J CONCRETE SHALL BE CAST IN Record of Revi5fons FABRIC *4 0. FABRIC ° A wY 1Y � s � DRAIN RINGS AS MFG. . j BY SUFFOLK GEMENT PLACE IN FIELD 3 . OR APPROVED EQUAL. REVISION DATE /'r // � �/ /// / // rf / .//` �`*ti� t I�`��,� Jtt Ars, W".+ti. I rCy � { - - ��❑ � I• /��,/r�\�/� /,,,,,�//�/`/\/l•�!�/��/f\��/f As i j )f r7. 'S `Y .�V'I 1i'� fi Q T � 1'y l }"� Z - � Z P 4000 P®13® SLAB ry NOTF 6 51 RECAST BOTTOM �4" RECYCLED CONCRETE 18" DIA. PERFORATED I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF T-O". 514-SE COURSE DRAINAGE PIPE GW EL 2.DEPTHS GREATER THAN 9'-O"SHALL HAVE WIRE FABRIC CONCRETE 6" STABILIZED SOIL BASE 18" DIA. PERFORATED VARIES REINFORCEMENT S"xl2",I AND 2 MIN.VERTICAL WIRES- 12"0.1 1/2"MIN.COVER. DRAINAGE PIPE S.STEPS REQUIRED WHEN DEPTH EXCEEDS-1 w C3 STONE BLEND PAVEMENT SECTION FRENCH DRAIN 'A' I$ 'C' FRENCH DRAIN 'B' LEACHING CATCH BASIN 6' DIA. STORM SEWER MANHOLE Scale: AS SHOWN g 5 5 T . . . N.T. . a NTS NNTS NTS JOB NO. 2017-0165 DWG. 2017-0165_site plan 6 OF 6