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HomeMy WebLinkAbout(2) DEC Approved Plans.pdf (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 DOSTI{Q STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES-(3)CORES OF THIS SURVEY MAP NOT BEARNO THE LAND SIRVEYDRS 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 TILE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREONN•AND 10 THE ASSIGNEES OF THE LENDING INSRTUIIQL CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, (5)THE LOCATION OF WELLS(WI SEPTIC TANKS(ST)d,CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York II4101 i <° tel. 651.121.2505 fax. 651.121.0144 �a a ,'` admineyoungengineering.com 41 / 0 ;/ Howard W. Young, Land surveyor � EXISTING POOL, �s 9 y GONG. PATIO M SHED / -SSEPS o Thomas G. Wolpert, Professional Engineer � o Douglas E. Adams,TO BE RC-MOVED ,,�~�"" Dou g Professional Engineer Z 20.9' r RAMP G DOCK N : o f1OA11N ri0 CO SHED � a Robert G. Tast, Architect Robert Stromski, Architect Davicl rMerly •� � N7g°�o,o G M Bosco a� N and I , .fit �a wVH W 0 I CONCRETE 1L WOODS RETAINING WALL 1 I H- I I E a I / l a w LIMIT OF VINYL�B CLEARINGw ERG IAD FZNl CV Of / N C3 1 • (BY 0711 RZTAIN/N6 !AT(,�LL WOODS RAMP I N H 0 �, TA • I I—2T' _ x CTRIC O / 2p 4Q r SERVICE • �./ i11 o FLOATING DOCK 10.01I O - I•} Om 3 Q 3® 3 ` ` T NOTES: FQ ; . . 16 0, 1s 58"f°12'38"W {42.38' * REMOVE ALL PLASTIC AND WIRE TAGS. U J W - `..'' ` "" ."'..' � -..• •��� � 515°5Q'l l°� * REMOVE ALL NON-DECOMPOSIBLE GORDs a 2� N :.'/ ,' o l"26.21' AND BURLAP FROM THE ROOT BALL, IF UJ Q PRESENT. J 1112 * DO NOT GUT BURLAP FROM SIDES J 1V►YY2 , ti) OF THE ROOT BALL. t0 0 I * SET TOP OF ROOT BALL I" ABOVE =2 ��� - �}� / �1� t 6p 3 } °O� FINISHED GRADE. } � 94:9�--__. ./ ` } ; � * REMOVE ALL ACCUMULATED SOIL OR !A MULCH FROM THE ROOT CR.OM AREA. , * REMOVE ALL WIRE BASKET9 FROM B21 :' • <u ROOT BALL, iF PRESENT F1o.AnNG DOCK I DECIDUOUS TREE . - .. .. . . . •. RAMP H05E PROTECTOR '/ l � t 2'1 STAKE 5 WAY U 2 , 0 —/ 2 STRANDS NO. 12 6ALY. PLIABLE :. .,, , . . ,.. :. '..:. .,' ... '...-`•' •.-+� - A.�! '• :i' 1 Q .•. { STEEL WIRE (TWIST TO TIGHTEN) " • ' /' t 11/ - :'' ;. ':: .,•: ... .... . .. ".. .. ,. 'r,,. ..•i' '. - .• APPARENT HIGH WATER I EVERGREEN TREE St MARK IN COINCIDENT WITH BULKHEAD i MULCH TO BE KEPT AWAY FROM t , • TREE TRUNK • : Y`.; \ ��` SHREDDED BARK MULCH a V' DEPTH �,/;.' ' , t 0 d 540 21'38"E 501L SUACER TOP KIMULCH I t ` / L� ry ry 17.32' 49. J H ROOT BALL SCARIFY ALL SIDES OF PLANT PIT �v' 581°58H3 „ �. ENGINEER 5 GERTI>°IGATION sL _ / oo g8 7q I Q Iu PLANTING BAGKFILL MIXTURE • m Q _ o� o • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE 11E LINE ALONG APPARENT HIGH P15POSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME z WATER MARK OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL �Qv ? o LOTS, A5 PROPOSED, CONFORM TO THE SUFFOLK CO DO NOT EXCAVATE LOWER THAN _ t l tS� BALL VIA. BALL DEPTH. �' L 100'F DEPARTMENT OF HEALTH SERVICES CONSTRUCT SIT: : iN ALL VIA. X 2 S t ROM o ° EFFECT AS OF THIS DATE. ' B WETLANDS z� _ N g �. 1 2 TYPICAL TREE PLANTING 84 i G o Cn Ns y I HOWARD YV. YOUNG, N.Y.S. L.5. NO. 458g5n G ry o � - THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 �, ,, . p� �"`� t 2q m tj DOUGLA5 E. ADAMS, N.Y.S. P.E. NO. 808q� u ° 1Q 3 ii Q � - t I , - N R SU YEYOR I• � T11= CATION _ Ar v .: . - .• . '• ' -: .:, . ... .:••: ...• .. - , '".. . :.:. ,. „•. :. , '•., "•.: ..•.:.:•.. :�•: .. . - . . � TIDAL VEGETATION AREA I HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING 3 „ 2, 2 oy "' ', .' ,-= .:•• •,•' :` - •.' ' BOUNDARY A OP AND T OGRAPHIGAL SURVEYS MADE BY U5 AND/OR a ► , I � o o . ...: .. •. . : ;. . . . . ... . ; .:•• .. S ,'t UNDER OUR DIRECTION. I w c. t � 4• W k / /+ L �r I N d' S'•1 • t' 0 EDGE OF MARSH L' rY m W �=va, :.00 � t I w' V 0 p,u N ti E v •I 1 V S FIR 0 m _ PR e. O L ry c s +o i V1 3 PR •S• I - � I G o. A Y P Rti O -O qY h'•r �.`.ir e . IE �� �Uy LIMIT OF CLEARING WOODS ib- ;• t✓ r?„ " I ?if,=,✓;,,. S g S�TB,gGiG LINE 42.60' 3-PR i RE A Rl:T I �S I q` 3-PR INING ./t- 86°10'20"W "14.6-t 6I 0 OLIW N89°20'20"W 56.10' 31.25' yYALL 'I� HOWARD W, YOUNG, .5, L.5. O. 458g3 5 NS?°36'S0"W 182.66' °402 NS ° ° I ' now or formerly g�8 - O 27'4pNw SEA'I N77 woo�5 • ,�, (AN,`� / Russel I Zel Iner 4 wooDs now or formerly °$5'��HI� I / Denise Zel lner Anthony J. Demauia 4 � Z Dorothy A. Demaula �s o I N BOAT 5TORA6E BU I LD I NCG5 subdivision Map Of "shore Acres" �-- filed on January 5, IQ14 as Map no.41 subdivision Map of "Shore Acres" wooDs N 5TRONV5 YACHT CENTER filed on January 3, Igl4 as Map no.41 I at Mottituck, Town of Southold I 0 � Suffolk County, New York N / N I � LAND5GAPE AND ALIGNMENT PLAN / NOTES: � * REMOVE ALL ASTIC d WIRE TAGS * REMOVE ALL PLASTIC CORDS FROM I000 I06 06 IO TREE BALL, IF PRESENT ss00 \��1� County Tax Map District 1000 Section 106 Block 06 Lot 13.4 a * IAND BAGKFILL ENTIRE PIN65 OF BSHRUB BED AREA t ���p S,EXCAVATE A�\�0�4 �� PARED BAGKFI MIXTU• w/PRE LL TIES. ' r � ; I PP p,\�1D CC?�p ,o ( , MAP PREPARED JUL. 03, 2018 i- '- olY� {�5" DEEP SHREDDED BARK MULCH y�`' I N � �i �� Record of Revisions y REVISION DATE z 5 Of PLANTING SCHEDULE _ NOV. 20,2015 -y-- PLANTING BAGKFILL MIXTURE } Vt ,I NY5DEG5DEG JAI. 02, 2020 r Ua Q _ 0TY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 5PAGIN& IS PR ' III II—I TREES PINU5 RIGIDA PITCH PINE 8 HT. 545 1510.0. -i GB GAYLU55ACIA BACGATA HUCKLEBERRY 5 GAL CONT. 810.0. $ TYPICAL 5HRUB PLANTING SHRUBS T VA VAGCINIUM AN6U5TIFOLIUM LOW BUSH BLUEBERRY 5 GAL GONT. 8' O.G. 0 NT5 40 O 20 40 80 120 Scale: 1" = 40' JOB NO. 201'7-0165 111 =MONUMENT sET ■= MONUMENT POUND Q= STAKE SET AstsTAreFouNp DWG. 201-1_0165_site plan 2 OF -1 (T)UNAUTHDISZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7M OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EIaSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(a)COPIES OF THIS%RVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL ON 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 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO OE ASSIREES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF HELLS(W),SEPTIC TANKS(Sr)K CESSPOOLS(CP)SHOWN HMON ARE FROM RE1D OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS I 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 6SI.121.2303 fax. 631.'727.0144 admin®youngengtneering.com N 4w� 4 Howard W. Young, Land Surveyor Thomas G. Woipert, Professional Engineer Douglas E. Adams, ��Professional tf es ionalAre Engineer DRA,iN�GE CRITERIA � GALGUL�TIONS � . W E Robert 5tromskl, Architect V = ARC : x't: V = VOLUME (OF) I I I A = TRIBUTARY AREA (5F) I i, EGTR R = RAIN FALL (IN) 1 : : : I sE1vl�E( ) Ta'f� I , �o.,' ,o X: X . : 'UNDER ROUN '. " '. '. .• I f G COEFFICIENT OF RUN OFF I h I FROMITHL E 15rtlNC� \ ' S Ii I 1uT11 l .>=\ . .'• .} EARTHWORK DATA TRIBUTARY AREA NO.I '� x• -o • z x TOTAL EARTHWORK VOLUME A = 66,4141"1 5F I \ .'.\ \' a. . ii x = 134,921 GY (GUT) v. VOLUME REQUIRED: I : w o / NOTE: ROOF: 26,250 5F x 2/12 x 1.00 = 4,515 OF \ \ \ GRA55: b0,'14"1 5F x 2/12 x 0.10 = 1,012 OF I \ i ' ' t ;` VOLUME(S) ARE UNADJUSTED. TOTAL VOLUME REQUIRED = 5,58T GP I EXISTING POOL, GONG. PATIO SHED VOLUME(5) ARE CALCULATED UTILIZING COMPOSITE METHOD VOLUME PROVIDED: I TO BE REMOVED : : : I :I: : :,' \ SURFACE COMPAR180N(5) GENERATED BY AUTOGAD TERRAIN i .' o r OA�N MODELING SOFTWARE. USE FRENCH DRAIN 'A' : l I VIED, J P G POCK 16" PIPE: 116 5F x 460 LF = 810 OF : ; •.' I • •I' ' i i Lp a Fl GRAVEL: (6.441 5F x 460 LF) X 0.40 = 1,1414 OF DaYia or f ormerl t USE LEACHING FEiLD 1.0 (10) 10' DIA. x 5.00' DEEP POOLS = 3,421 OF �o B�SG y - i so'.3. nna � ola � ' ' I : : � : : :i : 1 �:r T �o �o I : :: :( ; : 1 t t gD- ww TOTAL VOLUME PROVIDED = 5,425 OFvi SCD/a ,;, ( I :I II t i WN x TRIBUTARY AREA NO.2 EXISTING WELL.- TO A = "12,426 5F BE U5ED FOR U IRRIGATION /U VOLUME REQUIRED: PURPOSES ONLY Poor: 50,750 5F x 2/12 x 1.00 = 5,455 OF o �� STONE: 21,680 5F x 2/12 x 0.60 = 2,165 OF s\ A# / CONCRETE I::;:I: :::I::••I ::••II ; // t\ ' RETAINING TOTAL VOLUME REQUIRED = 10b26 OF � \ � , • ..I::;,� :• • / � � t �,� \ (10) 10'DI E'�CHING FIE I;:: i:.' :• . I_ . , 1 VOLUME PROVIDED: \ _ L E- USE LEACHING FEILD 2.0 \ A,xS,p0,D LD 1 p X/,: •: I. .;. It V x (54) 10 DIA. x 4.'TO DEEP POOLS = 10,6154 OF T40.00 -A ZP ppp .I•"::: / • / \ VIM''- � 'w' T40.00 \\ VIN L BLACK (2)2K G LS T46.OfY� .�•'.':: /:: I' ; O V) TOTAL VOLUME PROVIDED = 10,4154 OF zn 'T42.00 -- L GLAp FZNG '4�YEGRp '`�LLpN LP / a�OTt fwo • :: /: : • t� Ike 5Q.oaw �' T44.00 T46.00 --\x EVERG MH I UND TANKS . 11. l t «: (SY REEN RET'AININ RIM=2o.Opi T20.00 �. .�/ / // tea �� t x (LAMP o ) WALL E= B 0:00 O TRIBUTARY AREA N0.3 ;� + ►I �_�•AET : T48.00 \ THEE �' fE_6 F 69.85 A = 61,051 5F : I I -�-�" _ � - T50.00 �� - --S ' :./ / 1 T70.25 VOLUME REQUIRED: _ (O o: III g£ \\ ` ` _D� l ROOF: 15118 5F x 2/12 x 1.00 = 2,520 OF = Ill B20.00 \ -~ '' ? / ; / B9.75 ~ r SERVICE STONE: 41'185 5F x 2/12 x 0.60 = 4,1'IQ OF '- x � .� a FLOATING DOCK Iz DO GRA55: 4,128 SF x 2/12 x 0.10 = bq OF I I \ WX3 DgbO L 37g x / _a 9.75 t END STONEBLEND \ r TOTAL VOLUME REQUIRED = 6168 GF z 111 I CON '��'-�'•. O G1 • .' x // PAVEMENT oAc T W I• f�l GT Ro x •- I� /: t �� A#� PORj %i .. . . / T� 4 I• NTH S FF'Tp B20.00 --• /'•.•.• t [[/ �'® o VOLUME PROVIDED: _ o g I ' X' ( \ 1 � ol^BUILDOTFD' ca :o ` t; 6.90 pJ 3 USE FRENCH DRAIN 'B' �� 1N6 B20.00 M : / :.':• / HI �! , � HITEGTU•. NO:1.ONLY o 18 PIPE: I.'16 5F X 345 LF = 60"I OF - = �/ '�+!�! ! !h�� � �' , '. •. .x , « RAL.•PLANS pp ' � •' �,.. ... J1iDp®I.OQ 9 •' 1"�+50• • '\/ cu s GRAVEL: (18.24 SF x 545 LF) X 0.40 - 2,511 OF Tq#,t� BOUT LOG' R 9 / /' ' Q(3.b0. # l� F \ p�O' h ATJONS) I>=_ O T2400 . zIc . / p x USE LEACHING FIELD 5.0 l �! a \ Ill \ X. g'O Pvs�� 1 \ -5$ N' 0 \/ t 2 4 c� (15) 10' DIA. x 4.25' DEEP POOLS = 3150 GF � 111 \ AT ST T8 � .� * Lbw.' Y Uj 4 \ pp,�, ") w / 7.50 TOTAL VOLUME PROVIDED = ba04 OF U 1?jN /u ICI \\ / - �2 E BUfL �NO N4• I : , •.'(, Afi' / ? ! / j l r J [CC R' ill •. ,500.SF U l7 2 I• Gr. l \ -FFEL+i .r I x / .' / x TRIBUTARY AREA NOA 13 0 RUNG�p \ 1 �• III Roos • "' 00 A = 100,11545F = g % x.(0=>_•� TO L EAc \ �' > M Vll 820.007URgL PLANS Etr�: ,� 1�}h HI NG FI \ ' TA#� 7.40 t a aWNSpO OR x x . ME DIRE � .� •' x ,voL.0 REWIRED: ill ur LOCA \ I � � �':�.'% `� ROOF: 24,500 SF x 2/12 x 1.00 = 4,083 OF os \ INLE7\ TIONS) STONE: 2c1,411'7 SF x 2/12 x 0.60 = 2,41412 OF ='~ \ EL-g : x , ; x !:/; / 62 �x _,- _ ENGINEERS CERTIFICATION 5_ GRA55: 46,531 5F x 2/12 x 0.10 = 'T76 OF o ` T20.00 '. '. •, i � : '• � � •'••-'•'/•� � Q-'' #3 T -,�-\ _. 20' a_. 30 TOTAL VOLUME REQUIRED = 5 G I sa=� GK •.' • • � �� FLOATING DOCK 9:95/' R,uuP • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE Dl� 1= MINI TABU / DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME VOLUME PROVIDED: /I/ T20.00 r 7Yp.. MUM 2 /:•' '.'�: t' USE FRENCH DRAIN '0' 'ARgTIpN bR120N�-, /. / '\U / , t OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH sr �€ t' ' 51TE AND GROUNDWATER CONDITIONS ALL 18" PIPE: I.?b SF x 225 LF = 3a6 OF � � '. /�� : 9 � � '.� � '. •. �. BS '•'. .•.' '••�.' • :� � - t t T�T `J�� LOTS, ASPROPOSED, CONFORM TO THE 5UFFOLK GRAVEL: (6.4c1 5F x 225 LF) X 0.40 = 584 OF U ; : /: :: v}`� 2 zti o 9 20 DEPARTMENT OF HEALTH SERVICES CON57RUGT STAND 5 IN USE LEACHING FEILD 4.0 U - T20.00 (2U 10' DIA. x 5.00' DEEP POOLS = '7,184 OF 2 - 'B9.75, ;STO i �-' -- / I i� /�/ 7.20 �\ EFFECT A5 OF THIS DATE. f w : AvZ? /9 APPARENT HIGH WATER 70TAL VOLUME PROVIDED = 6,I64 OF / CQ� �U�i /�/tt t x MARK IN COINCIDENT WITHs� » 9£, o ` - _ ST/ /. /�/ i BULKHEAD 0 •M eels e • �Htr `se � x III .820.00 X / 350' \ \ ® l$ .H - 20 / 11 INCo... �z' / t t \ tt1 HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n • :I�> a,<'` .. ' - Il. _ - (34) FI D'2.4 : i \ i T' - lE ,qq /� T ' \ / t' THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 bP' I f i . .. r . ... ... . . r0D,. - u� .f 4.70' I "\ IF_ i et '" DOUGLA5 E. ADAM5, N.Y.S. P.E. NO. SOSa7 -' _ DEP PpgLS. X \ •�x• I)=��:2p\ x.......6 30 .. . 9.75 ' �i fix. III / \ "�o SAN qRY _ - -- - - z.�; l 7.10 / \' / tt, 5URVEYOR'S GERTIFIG,4TION ,i m iII �-A# l5)x1iL ,O.G,gLLp gFPT1 M Np.l x ( t` :o: t $ TIE LINE ALONG ouay W x 8x �FANk D0. yo O r i o ?R 3 , ti / .° !t v W • I HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING \ I p �/ 0 4, WATER MARK _ _ eoArSE� Sro, Gas . . .. X : , ��:�t .t.,• y : s> x - �1 Y XE EXp q . I s T S • , BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR MM 4..r. ... ... Tq -- - RAGE \ ANSION 2.,�/ . UNDER OUR DIRECTION. x ING opo 0.. ... ... .. ....... .... . .. . .. .. .... ... . .... 40;00 •S N. \ --_ s `� . . �i'` �/ /t 8 \ 100'F M �S 2 x I. x. m _r6. Q w Ro m x _ IF_10.38 FF - 9 ( / ETLANDS D s EL 10. Y /�i: o tT' CORN �- Roo...... . O ,� / /I/ ;T a ��v 1 W �P o W. �0 Ysr F RUl�lO� To a I x'•.• 7 Al t"' ZZ $ ARCHI CACHING 1=1 x 1 m� = <l i ppR DOGTURAL p (2! NG , x I x _ J/ / s' k i V�2 i N DZ WNSPOUT LOGA�L'4N ) 10", 'OP / ' A ��Q�� it x l x YL 714.00 IpNS) DEEP p I ^ 9�. B9.75 x X 9.9 j. - a INLET Y b # x lu HOAARD w. YOUNG, N.Y.5. L.5. NO. 456115 C EL=41.00 ZI, - T12.00 / : x , .10 °x a B9.55 o 955 t p it X "X INLET. x Z , x ( x -=�(Qp .' / x / 70 \ `�\`'?,;sOs• ' ttT I TIDAL VEGETATION AREA V ono IE= x v •'•'•' oti 1.0o b.00 (is"Jr-yap STONEBLs X:: / :x �� ` I t , _7.20 SORT 5TORAC7E M I LD I N65 0 og B9.35 CIONC E 10 i''gVEMEN c ,t tit 1 12.00 RErAININ :s.28 ✓ :; v 5TRONG 5 YACHT CENTER G 4 EDGE OF MARSH A � ' '• r�i 6s2of 7 0 �tti ` '$8' (I JHD►'®t.00� 7 �/ ':'ry" at Mottituck, Town of Southold R/M_IO.pp 11 ?�'i ti3) 10� Ip FIE x '' v.. r. IE=6,p IA.x4. 3.0 X. �. / c� EEp �AoLs = IEz24$ °'':T .,� `-• ,. Suffolk County, New York 11.00_ 7.10 / c, s o / 10 5 8.00 / Zti 7 ET 3.2x ,� G DR,bell�l a X 12.00 'x.... _ - - _ 10.50 �ti B8..70 _ 7 20 �r EL=-T.00 GR,hD I N 1�G PLAN s o T1 too 1 x l ��: �6. .. .. :..H8;25. 0 4�'oP(18° O E=3.50 1000 106 O6 10 N S TB,ACK LINE Bs.35 �a Ito co :�� _ NG E`_ •-"' • '' •` I cs Count Tax Ma District 1000 Section 106 Block 06 Lot 13.4 'B8.80 "R�AI•NINCa 1 '•.. :MI�g,l ,;� �, � y p 0 9- 14, 6 - W4LL.. yRiM=)O\6i 'I :,. 00 N MAP PREPARED JUL. 03, 2016 now or formerly 12 "" "\\ ;N�" ' ' 1,; 28 30-- --�, rE= � ., �. ". '. • riow or former l' ...• . "Russell Zellnery (2J 2K �" . Record of Revisions / . : � 12 �., ""Anthony . Demaula � Aeo GALL ON Lp !\ \ . \ •-•�• � � i � •�.• �, / Denise 'Ze I Ines ! ; y ouND TANKSI . x ,J z I REVISION DATE ��!!!! A Dorothy A. Demaula N \ S Toy, NY5DEG NOV. 20, 2018 subdivision Map of Shore Acres � N Lr o m Hn � Z� NY5DEG JAN. 02, 2020 Y filed on January 5, IC114 as Map no.41 subdivision Map of "shore Acres" "'� N 1101 filed on January 5, lal4 as Map no.4i U IV- / z � CO s 40 O 20 40 60 120 R / 4 o Scale: I" = 40' 0 JOB NO. 2011-0165 O= Mol` mew SET ■=MONUMENT FOUND Q-STAKE 5ET e=5TAKE FOUND DWG. 2017_0165_slte plan 5 OF "I (T)UNAUTKR ED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YM STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING$I=TURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT SE CONSIDERED TO BE A VALID TRUE COPY.(4)CUORCARON INDICATED HEREON SHALL RUN ONLY TO THE PFNSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (3)THE LOCATION OF WELLS(W),SEPTIC TANKS($T)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OSTMNm FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 114101 PARKING CALCULATION TEST HOLE DATA tel. 651.121.2505 fax. 651.727.0144 N9 admin®youngengineering.com PARKING REQUIRED McDONALD 6EOxIMMGE q,25,I8 0" 4 SINGLE FAMILY DETACHED RESIDENCE = 2 STALLS 1 OFFICE = 2,7102 SF ® I STALL/100 5F = 27 STALLS 81 B2 MARINA = 40 BOAT SLIPS ® 15TALL/BOAT SLIP = 40 STALLS � � P �=ao MILD °O' �_�`' MIXED Thomas Howard , Young, Land Surveyor SAND Thomas G. Wolpert Professional Engineer 5TORAGE = 161,61.7 5F ® I STALL/I,000 5F = l68 5TALL5 SAND _ LOAM 05, Douglas E. Adams, Professional Engineer 25 EMPLOYEES e 1 5TALL/EMPLOYEE = 25 STALLS W E PALE 2 O' PALE Robert G. Toot, Architect TOTAL REQUIRED = 262 STALLS f EROM BROM Robert 5tromski, Architect FINE FINE �s SAND SAND PARKING PROVIDED (510) (5P) 6W EL=1.4 "1. W EL=12 6.4' TOTAL PROVIDED = 57 SSTALLS6' 6 EGTRIG . '. '.�'.'• !{ HANDICAPPED PARKING PROVIDED = 4 STALLS / WATER IN :_ l SEi�VICES )' !0 I eo.1' WATER IN PALE X. x : : tJNDE NOUN '. ' j r rJ SANITARY DESIGN CRITERIA 4 CALCULATIONS S 1 PALE E Ro►�N I FROM rr+ts �4Cisr1 \ 1 BRONW FINE FINE SANE) I �UT1LIi i(f'OLI_\ , r1 SANE (SP) •• SEWAGE DESIGN CRITERIA 13A' Ln o \ i '. ' o X X GROUNDWATER MANAGEMENT ZONE = ZONE IV \ '• \ � \ -° �. • \ •. '.'•,'•• O METHOD OF WATER SUPPLY = PUBLIC ALLOWABLE SANITARY FLOW = 600 GPD/ACRE \ I I 16.4620 AG x 600 6PD/AG = 41,8'71 GPO BUILDING USES 4 6RO55 FLOOR AREAS (GFA) I EX15TING POOL, I: : �� \ �6 1 PROJECT DENSITY SEWAGE FLOW �0UC�9Ig0""� GONG. PATIO 4 SHED : : ( ' "' ' 6P = RESIDENCE: = 500 6PD I I :: i ' \ :`"s� s� EXISTING 4 TO BE REMOVED 1 : • J::I: : A' BLDG. NO. USE 6FA 1 : : • I o 20.9• , RAMP �OAT(NG �K OFFICE: 2,"102 SF @ 0.06 6PD/5F = 162 6PD / I '� ED s MARINA: 40 BOAT SLIPS ® 10 6PD/BOAT SLIP = 400 GPD nOW Or I I �: • ' : '1 STORAGE: 66,111 SF ® 0.04 GPD/SF = 2,645 6PD I STORY 1 RESIDENCE I,614 5F 'DQVIa former) I : : I: : I ' ' NEW BOAT STORAGE: 101,500 5F ® 0.04 6P0/5F = 4,060 6PD 0 D �. Bo y I ; i : : : : ' '� . I 1 . 2 STORY nnQ COI ,( .. a o TOTAL DENSITY = '1567 6PD O OFFICE 2,'102 SF �, O3 I STORY I"1520 5F STORAGE I I : : : : I:: X DESIGN CALCULATIONS SANITARY SYSTEM NO. I I I: STORAGE: 66,117 5F a 0.04 6PD/SF = 2,645 GPD i .�: : , . . I : �/ U � O I STORY EXISTING WELL TO � NEW BOAT STORAGE: 101,500 SF ® 0.04 6PD/5F = 4,060 GPD STORAGE BE USED FOR I :: :I::.': i:: ':II =h U 16a U IRRI6ATION I : I: ::: ' ' I: t TOTAL DENSITY = 6,7705 6PD O I STORY 541 5F PURPOSES ONLY I: ::: I• . .. t STORAGEI STORY O SEPTIC TANK O 5TORA E 10,"186 SF 'PA \ RETAINING I`�.:'I. . I' I I �i ' REG. 6105 GPD x 2 DAYS = 13410 GAL. 7 15,0'76 5F \\ :I I : I: I' USE I TANK 8 DIA. x 4 LIQUID DEPTH = 1200 GAL.* I STORY I ,. t l r O STORAGE 9is \ I.:.' I:::: I:. :. .;{ t � � W � U LEACHING I STORY x I ` REQ. 6'105 6PD / I S GPD/S.F. = 44'10 SFSWA O 5TORAE 22,425 5F T40.00 T40.00 \ X 6' HIGH gLA - (2 T46. / l' ' .' I7 j 2 a w z VINYL G Gf1LL0 " z " LEACHING GALLEY SIZE: n T42.00 ' LAD p '4� Ze N LP ao•.�o, • . . /• ..: '::. t g Do PROPOSED T44.0o - _ \ ERG ENGF ROUND TANKS / °ry/�.' :', �N ¢J �� 4.�✓'W x 8.50'L x 3.00' DEEP = '1a.5 5F5WA T46.00 BLD6. NO. U5E GF,4 Y _ F' T48.00 (BY OTReE N STAINING kYA L T20.00 i / �� �N �Q i x P USE 5 6ALLEY5 ® '1q.5 5F5WA EA. = 3q8 SFSWA" I STORY -_ �E • • I \ ERS B9.85 � B 0:06� '� _ l STORAGE 441,000 SF - . � x T4UULY :'• :. O o T50.00 __ _0� - --- / ;. ��� ' ','/ ,�� 1 T10.25 op Y ELECTRIC RESTRICTIVE COVENANTS TO BE RECORDED ON THE PARCEL to I STORY 52,500 5F �' j 620.00 x' •. \\ _4 69.75 /` 4a I- SERVICE STORAGE - `� - TO REDUCE THE DESIGN FLOW. J \ .,• ,� _ y FLOATING DOCK : :, , I � 375' .� y'':;�'%� � ��' •/ END STONEBLEND '`,� � i } } I \\ == _q. ©1 0 j x . :• .' h PAVEMENT �� Q j DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 OFFICE: 2,'702 5F a 0.06 GPD/SF = 162 6PD B20.00 ��/ " '' W 3® MARINA: 40 BOAT SLIPS ® 10 6PD/BOAT SLIP = 400 6PD o xj x` i 6.90 Q Lon v B20.00 Mo �� t 0 , TOTAL PROPOSED DESIGN FLOW = 562 6PD / �Q \ \\ 9 / :• T } 47 SEPTIC TANK o P \ T20.00 . sec,. ,• •.•' 0 t REQ. 562 GPD x 2 DAYS = 1124 GAL. •.ROP \ U J BQ 1 S X d N o x �- t �(! USE I TANK 8 DIA. x 4 LIQUID DEPTH = 1200 GAL. 41 2 0 \ OSED / 69.7 r' 4 Q IL I I \ {{I \\ AT S7`ORAGE B TB13y �� %' 7.50 �o t U 2 i. -� : ; UIE pI a LEACHING r LEACHING GALLEY 51ZE: �g tt`���c� > _„ '. \ / 52,500 NO No ::: %: // t r SF :'i .•• 4.15'W x 8.50'L x 5.00' DEEP = '741.5 SF5WA o I o /'.' i so REQ. 562 6PD / 1.5 6PD/S.F. = 575 SFSWA 820.00'• \ x'. I 10 - / •/I E ' , USE 5 GALLEYS ® '141.5 5FSWA EA. = 5a8 SF5WA 7.40 os / ,' •': :/•'::�/. " -=8• x ENGINEER'S GERTI F I GATT ON I ,/ B9.75 . . . . /. . , /. i ' I 'B' GK P� : / , 7.30 0o FLOATING DOCK • ( HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR 5EWA6E T20.00 :III �R r11NIt�jMD TABLI= / li AMP DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME 96 . ... .. tRIZO i '4RATIo IST NT,gL • •'. /. , .' ^• �U x i t i �� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH J 89.20 •• N D T ' ' >;5 X• .'.' Q- t} !, , �� STUDY OF THE SOIL 51TE AND 6ROUNDWATER CONDITIONS ALL a � ANG .�. : ::��,... '�... � 1 � Aso .,�, �� tii•• • �f� ref � 9 �'.� ' ' LOTS, PROPOSED,� . . .• , \ .••. /.'.•,••.� :� � 7.10 "�� �1CONFORM TO THE SUFFOLK G 0 2 Z� a . . .. /• } S HEALTH SERVICES GONSTRUGT STAND IN • DEPARTMENT O U T20.00 9.20 �- I: I• / } EFFECT AS OF THI5 DATE. '1` B4.75• ° \ �• 7.20 , ' y r• '• .75 9 \ '' 9 7 � APPARENT HIGH WATER �O/ �I,�• ��! X MARK IN COINCIDENT WITH > � 1-- - ST/ • / : : : : zr. r t tl� BULKHEAD / \ •/ pp e S EELLI l °j /' ; ` -- _ ::::.. . / / \ x co I j HOWARD W. YOUNG, N.Y.5. L.S. NO. 4H8a5n �% • .> Ir _ 1 / I \ FL-8, THOMAS C. WOLPERT, N.Y.S. P E NO 61483 )�i'' a"' DOUGLAS E. ADAMS N.Y.5. P.E. NO. 806cl-1 / x \ •max• IE�52 X �'i YGy q / if. . 8 / ' t ! o . ... : -• \ •'�W S. O \\ _- - ._-_ -- -- • •9 75 I ' ':• I : 7.10 t ANI AR �-1' 5URVEYOR S CERTIFICATION o / ,200,G,`1LL0H aYSTEM NO•I � : C9 � � 6 , f; X : x" , a / . . m TS W X•g�,4•SFP7'IG o O� / t�t to• Z#0b1� o TIE LINE ALONG i R \ 00;DE 1 h �I fi. ' Q N APPARENT HIGH s -_ _--_ OSED' -EACHING. >=1' : I t `� J 2 :t, :� (;W WATER MARK • I HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING X X - BQgr 1 STOGY �. U7UI�E, P' > g• �sl :. �'� BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR m i - v t sI v� g . .. . .. . . .. . .. \ 'ANSl01� j t Q z UNDER OUR DIRECTION. G �.. ' : ' : ' / . o o E U►LDIN \ / �, B '. /�N 49'0 G NO. �' t 6 Zr' X. / m �..• 0 ---- �' ! 100'FROM a r" nn / 4+'S w D£' i. . .. .. ... .. . .. . . .. . . ..'F ' 9.9 / •j �� WETLANDS sh. 00 0. .• ��- I f 6y1•'t � it : :• c C� 4V ®` ro 9Z X • . . . .. . /• it ;t :. Q s o= . . .. . . h .y •O \ �' t t I `C�V� Y�. i_ ``✓=J ZZ i /�R X ^3 l .' x x \ x /1 O� �° ■ Wm G� 'a,�Q 0Gr I c OZ x �c l i U O I xry T14n ; l _ 'ZI a/. 1 139.75 X` 7.10' �� Q�'�� HOWARD K YOUNG, N.Y.S. L.5. NO. 458a5 a�. ..X T12.00 Q Q , B9.55 9�55 / .20 X ' i i a X g v 2N x 10. e p ��� �' s 1 ono x x ' / ', �S• ij / TIDAL VEGETATION AREA ,.., . vo_ 1.00 x; .• y T t Ts.aS GONG10 /' T , ; 7.20 ,z ,� BOAT 5TORAGE BU I LD I NC-75 v STRONG'S YAGf�T B9.35 R)=TAI ` . 12.00 NING :9.28 ✓ : cp S Q 'I' x9,' T12 ' ry EDGE OF MARSH / CENTER 7 0 IV at Mattituck, Town of Southold $ 1 " "'* _ `T ;, I>�n "' ;� u Suffolk County, New York 9.50- T 6 8.00 7.10 f c�� S� T' 7.2 10 UTILITY PLAN X 12.00 T11.00 �� : b.: ✓ 68.70- 7.20 o 139.35 ! 16: 18 .. . .. . :fl8.25.:. .7. �� N o 5ET8AGK 00•''-CON :: 1000 106 O6 10 '' X LINE G O 138. TAIL - :' :- I County Tax Map District 1000 Section 106 Block O6 Lot 13.4 a NINC �• : 16 I '•\ - . N now or formerly 12 ''' "" N ry 28 ' \ \ : •' ' • ••.•• MAP PREPARED JUL. 05, 2018 30..-• -_- now or former) (2) . ' . . . . . ...... o / Russell Ze I I ner • . . .12 y K G,gI LO Denise Zellner Anthony J. Demaula 16RO \ X � n j ABO N LP Record of Revisions / Q Dorothy A. Demaula UND TANKS I : \ X X - g z REVISION DATE subdivision Map of "shore Acres" o N N N N �' '`' ti T05 NY50EC NOV. 20. 2018 04 -o io z ci NYSDEG JAN. 02, 2020 filed on January 5, IQ14 as Map no.41 subdivision Map of "Shore Acres" / filed on January 5, 1114 as Map no.41 X f O �KA CW Do 40 0 20 40 60 120 Scale: I" = 40' a JOB NO. 2011-0165 E= MONUMENT SET ■= MONUMENT FOUND A= STAKE SET =STAKE FOUND DWG. 2011_0165_91te plan 4 OF '7