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HomeMy WebLinkAboutMaps PAR. o © o0 NOW/FORMERLY OF NOW/FORMERLY OF ESTATE OF BERTHA WRCZEWSKI FRANK MACHINCHICK 1901.44' (DEED) 1904.80' (ACTUAL) n S38'30'50"E (DEED) N o S38'24'20"E (ACTUAL)I _ _ — — N \ _ r - ___—__ —_--__ _________________ ______—________________— �c Zv —_—___ Oi �^O l>J GREAT PECONIC BAY �� -- ,��—�\ E% EX DU LEX OU LEX D LEX DU LEX OU LEX rn i° DU lEX DU LE% OU LEX DU LEX DU LEX DU LEX DU LEX OU LE% DU LEX OU LEX OU LDU L O 0 �z G KEY MAP c FP D J✓ 537'04'40"E 8cAL6f-os MILE arww/raw,IA aa�wx T. N XNTMV wAIEW aAaunoN aAzno O � NOW/FORMEflIY OF O O \ TOWN OF SOUTIOF 27 68' _ — p um — ✓ 1 J A B C A B C A \I 1 I MM"aA�nA w00 N J A B n xo C ---------------- — 1 I ' p eoo'- Q __________________________ 1 I I i--�-_ I a / @ �mv f J , I I I aAA D„ N "� .e'� "83 95 009 E ,0, N GRIFFING STREET N W POND I POND i ; O £ NOW/FORLIERLY OF �'\ 1 0 l i 1 I 1 l i \ .Q_.� POND ',rn a .,N I' k W1WAN F. HEANEY /" 1 > U O 1 vum, puna N N 537'13'30"E (DEED) ri 1 1 1 1 _ . . I 1 I a �v Nolo LTRMTD. a S37'04'30"E ACTUAL 221.47' 1 1 -� I 1 I I I I N37'13'30"W 400.00' -----------J I 1 L------ ———— ------� I i A B C q B C A B C A, I A B C A B C q B C A I NOw/FORATHO OF ROMAN CATHOLIC .} Q `------J 1 — — -- — _ _ __ -- __ — Q O CHURCH OF SACRED HEART I - - -- - - 0 Z 1 Oci NOW/FORMERLY OF I --- — --- — -- — --- — -- --- — -- — --- — "'� LONG ISLUANDAND NNEYAfl05 INC, \ 8 C A B C A A B C A B C A B C A Z I I N DO Ln c �� SIGN LEGEND rn CODE SYMBOL N36'54'20"W R1-1c Q NOW/FORMERLY OF 2009.551' (DEED) BARSAL. 2009.22' (ACTUAL) NOW/FORMERLY OF AL DO k LWIBE NOW 9HRELBYLY OF Q NOW/FORMERLY OF L001(, NOW/FORMERLY OF NOW/FOROSK-Y OF PAUL M. k CONCEilA' NOW/FORMERLY OF 0 11-2"{ NOW/FORMERLY OF DENBflOSKY, OEMBROSNY, STA SIUKIEWICZ. I HIGHLAND ROAD CORP. W DAND A. DIVNEY, STANLEY JR. STANLEI',IR, HENRY k OEBOMH NOW/FORMERLY OF k MOHRING RT. k DONNA M. �upP Z FRANCIS J. OUARRCEW, Q k MARIE C. � Jd1N ! IGABEL � � 37-8 Q W Ln J _O K m PARKING CALCULATIONS: SITE COVERAGE AREA (sF) % METES AND OBTAINED FROM SURVEY PLANS BY PECONIC SURVEYORS, SITE DATA: ZONING DATA: REQUIRED PONDS 266,184,76 13.29% PC DATED APRIL 18, 2007 SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING LANDSCAPING 907,670.96 45,31% SCTM: 1000-102-01-33.3 91 UNITS X 2 SPACES/UNIT = 182 SPACES ROADS, PARKING AND PAVEMENT 191,062.19 9.54% ZONED: HAMLET DENSITY RESIDENTIAL ZONING: HAMLET DENSITY (HD) DUPLEX UNITS: 2 SPACES PER UNIT SIDEWALK, PATIO, GAZEBO 44,751,66 2237 MINIMUM REQUIREMENTS FOR 1 FAMILY DETACHED DWELLINGS: 48 UNITS x 2 SPACES/ UNITS = 96 BUILDINGS 330,354,00 16.49% SITE AREA: 2,003,311.33SF = 45,9897 ACRES TOTAL PARKING REQUIRED FOR UNITS = 278 SPACES DRIVIEWAYS 61,355.80 3.06% REQUIRED: PROVIDED: OPEN SPACE 201,932,00 10.08% NUMBER OF UNITS = 139 LOT SIZE (SQ. FT,) 20,000 2,003,311.338E _ (45.9897 AC) CLUB HOUSE: TOTAL SITE 100% UNIT TYPES NUMBER = INCLUDING CLUBHOUSE AND MAINTANANCE GARAGE) LOT WIDTH (FEET) 75 216. 1 SPACE PER 300 SF OF RECREATIONAL FACILITY R OF BUILDINGS 117 51 5 SPACES PER TENNIS COURT ( LOT DEPTH (FEET) 120 2205,29 CLUB HOUSE 8,840 SF / 300 = 30 SPACES SCHOOL DISTRICT $ 9 FRONT YARD (FEET) 35 212.07 POOL 1,160 SF / 300 = 4 SPACES SIDE YARD (FEET) 25 25.0 TENNIS COURT 2 COURTS X 5/CT = 10 SPACES GROUNDWATER MANAGEMENT ZONE IV (600 GAL/ACRE) BOTH SIDE YARDS (FEET) 30 175.0 TOTAL REQUIRED PARKING: = 44 SPACES ALLOWABLE SANITARY SITE FLOW: 2,003,311.33 SF/ 20,000 SF/ UNIT = 100.165 REAR YARD (FEET) 35 35.0 100.165 x 75% x 300 GPD/UNIT = 22,537.25 GPD LIVABLE FLOOR AREA (SQ.FT./UNIT) 850 LIVABLE FLOOR AREA (SQ.FT./UNIT) LOADING ZONE: UNIT A 850 2604 COMMUNITY CENTER WITH FLOOR AREA OF 5,000 TO 25,000 SF UNIT B 850 1930 = 1 BERTH UNIT C 850 2717 DUPLEX 1600 PROVIDED: SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING IN GARAGE AFFORDABLE UNIT 25% 91 BUILDINGS X 2 SPACES/GARAGE = 182 SPACES LOT COVERAGE (%) 35 16.49% ~ DUPLEX UNITS X 2 SPACES (1GARAGE / 1DRIVEWAY) = 96 SPACES BUILDING HEIGHT (FEET) 2 1/2 SEE ARCHITECTURAL PLANS TOTAL PARKING PROVIDED FOR UNITS = 278 SPACES Y� GRAPHIC SCALE NUMBER OF STORIES SEE ARCHITECTURAL PLANSmoo clue HOUSE, ALTERNATIVE SITE PLAN loo o 50 Tao 200 AOU TOTAL PARKING PROVIDED IN PARKING LOT = 44 SPACES INCLUDING 2 AA ll�w HANDICAP SPACE THE HERITAGE AT CUTCHOGUE Illm VIM LOADING ZONE PROVIDED: 1 BERTH ■IIMII1�/Er dIN� M ( IN FEET ) CUTCHOGUE o� NOTE: OWNER: APPLICANT: 'o,AFN Op "'O`o' mur- O`K O 147-5, NOW Aeft GF�TI"IIOT t0[i0, OCCTION 102, YLOOK Ol, LOT 00.0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE mmp PROPERTY OF NELSON & POPE. UNAUTHORIZED ALTERATIONS OR NOCRO, LTD. THE HERITAGE AT CUTCHOGUE, LLC ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 140 EAST MAIN ST. 1721 -D NORTH OCEAN AVENUE NELSON & POPE 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS , , C WILL BE PROSECUTED. RIVERHEADNY 11901 MEDFORDNY 11763 672 &TuWHRMAN ROAD,M&MLLE,YT7k7-M (6oU 427-6666 FAX(bop 127-6620 mnwneMonpcpA,cuB 1051 111 J Q NOW/F MELFY OF NOW/FORMERLY FS7 EERIHA KUIIOSWiKI FRANK MACMMICK 1,,901.44' S 51'13'55 E — — _' z — -- -- -------- ---- 7i 'at jp L UNE,iiWZ,—'— —— 11RP — Rma IR —�Rw° — 111 --°nln —■Ism. RQ. Ilma R1M° la. f1 m O A� 1 wEt l e.. Un 0 = n 1Y Q � ` n` � - % . 1 A R1++60 � � A. .. ' �' ., MI A M L A 1■ _� � PNU ' Ntl1 ,nR N � \ ' ' MI �' \ n 21 i�� 1 r A r \\ i� auucu A• 3 N�pj ¢(5\ x1 '-- 1 � / �� // tom° �� ♦ _\� 1 wta aAaun■1 IMIIIo S 49'47145° E � � If1 Th\ / \ / r \ /4 R• Ia1ae y�\ / • _ ` 1IN, RRIMMtl aIF ® 273.66' C NOW/FORNFALY dF amAT PECRMO WY �t• Y+ � _ \ , _ — ———— _, a� .. • O � KEY MAP TOWN aF BWiHIS 3 SCALE,V 05 MILE 4ARP I Rx! aARNE � O .. \ '/ n ■ \ '� a _c IEt _ _ i / o 1 Ica' O N. 0I S 49'47, " 45 E 95.00,. I w. �,° ■ na,° S.xe1 / 1N1■1 m � ri � ° Irx m�iigN' x .. x, R STREET , aE I POND w I RNP RM1 GRIPPING -i \ FwW a A I ® n wA raxr m m a�OPa m RI na. wta v, E OND 4a'°H D '`P° y IU a Ri-x1A R RWI+ yN N \ \ OBJ +TP /fA1P (WA1NI R1RN.Y ■ : / r �'M NOW/FdiNEOF. . A n,11R aRCIURRI - 'r BAD LL INE IIEEWE Z 1 �1*' t� °�x,.f :� 1aRM11 n1■I IV o) y M k WILLIAM F. HEANEY Qa,P°° . ° E00e NMDRc E ERRE ' P 0 N D O N S 49656'35 E a■ .. 6 �1 RVaI N R - r `1 ' f''� V) NOWMTIO IDY IF - 221.4'7. W 1 1 n 1� 1. N .49'56'3$" W 400.00 .O r ——— — — 1!S ■t3. \ \ N / \ k AOL n O — _ Q ® ^.q / • r NOW/iORMERLY°F CHU TU7 I y / \ 4 / 1AaP .. \ R R / ( p0) S MF°MT I \ / • ' Mr . � \ m \ �y C IMaP '-R.yR' ® —` 1 4 / 1% 111"1+ 13ILY OF BIG. 10 p'I'7 I \ / a Ia � IgA°A r ps n • RM1,m n O A \ m -M Cli I� NAA4.? vgvg Z' I �' ITS 1 xIy �+ R�Y1A INT1+ + -- --------------------=---� — to N 49'37'25" W I — I — 2,010.62' 1111 _- I •' OF � LIGHTING NOTES: SIGN LEGEND NOW/FDIUkBLY PAUL M 4 LY OFA ( 1. LIGHT LANTERN AND POLE AS MANUFACTURED BY CODE SYMBOL NOW//PFORLIQiLY OF MAGNIFLOOD INC., AMITYMLLE N", COL K. NIGNEAIIO fl0A0 CORP. NOW/FONMERLY OF NOW A0141 .OF _ Q MONNNO AT. W NOW/FORNENN.OT NOW/FORMERLY OF NOW/FORMERLY OF NOW�� Y OF NOW/FORNFAI.Y OF ff WWITT 2. LANTERN TO BE THE MONTAUK "CA E" Z COOW NWNEY. SEMBROSKY: I 0� ( II HENRYMM6O B R 11 dNM'J:IEAREL I METAL HALIDE-250W (MODEL No M RI IC Qj JI t OApINA M. I k MSE C. BTANIM JIL I 9TANIEY AT. ALDO•LWIEE W 3. POLE TO BE "JAMES MADISON ' ' POL m I I I I I I RTYPELOCATIONS (A55 SHOWN).AND S'5 E LIGHTI G,P�N Q O .I R7-8 2 PARKING CALCULATIONS: SITE' DATA: ZONI G DATA: REQUIRED` SITE COVERAGE: METES AND BOUNDS ADJACENT PROPERTY OWNER INFORMATION SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWEWNG' OBTAINED FROM PLANS BY HENDERSON & BODWELL CONSULTING SCTM: 10013-102-01-13.3 125 UNITS X'2 SPACES/UNIT - 00 SPACES PONDS 197.0,7 SF 9:B% ENGINEERS.DA7E0,7-24-1987 AFFORDABLE UNITS: 1.5 SPACES PER UNITROALANDSCAPING, PARKING, . 1,100, 4 SF = 54.74%. ZONED: HAMLET DENSITY RESIDENTIAL ZONING: HAMLETREQUIREMENTS (HD) ROAD,'LK, PATIO,: AN PAVEMENT 246.264 = 12.24% . MINIMUM REQUIREMENTS FOR 1 FAMILY DETACHED DWELLINGS: 14 UNITS x 1G SPACES/ UNITS = 21 SIDEWALK, PATIOf ANU GAZEBO 49,1J8 = 2.44% SITE AREh 2,010,927,365E = 48.17 ACRES 'TOTAL PARKING' REQUIRED FOR,UNITS = 271 SPACES BUILDING 359,514 = 17.88% m REQUIRED: PROVIDED: DRIVEWAY 58.340 = Z,QQs c NUMBER OF UNITS = 139 LOT SIZE (SQ. FT.) 20,000 2,010,927.38 (46.17 AC) CLUB HOUSE: 100% LOT WIDTH (FEET) 75 277.33 1 SPACE PER 300 SF OF RECREATIONAL FACILITY NUMBER OF,BUILDINGS =' 131 (INCULDING CLUBHOUSE AND MAINTANANCE GARAGE) LOT DEPTH' (FEET) 120 2205.29 � 5 SPACES PER TENNIS COURT a SCHOOL DISTRICT '9 FRONT YARD (FEET) 35 307.11 ' CLUBHOUSE8,840"SF / 300 = 30 SPACES 25.0 POOL 1,160 SF / 300 = 4 SPACES SIDE YARD (FEET) 25 a+ BOTH S1DE YARDS (FEEL) 30 30.0 TENNIS COURT COURTS X 5/CT 10 SPACES N GROUNDWATER MANAGEMENT ZONE IV (600 GAL/ACRE) 36.0 TOTAL.REQUIRED PARKING: '° 44 SPACES REAR E FO (FEET) 35 N n ■ s c 'ALLOWABLE SANITARY 917E FLOW: 600 GAL/ACRE x 46.18 ACRES = 27,698 GPD LIVABLE FLOOR AREA (SQ.Ff./UNIT) c n UNABLE FLOOR 850 2647 LOADING ZONE: ' A s/mlm REvm®FagsosEl' REm yy UNIT A 850 COMMUNITY BERT CENTER WITH FLOOR AREA OF 5,000 TO 25,000 SF 1930 � a ' oxlaklm ItkYIR®p.16f10IlEEA31'0i17.i@R' � � LAR '. Lij UNIT 8 850 2717 1 BERTH uCi UNIT C 850 2725 2 . r/2Up6 IEYIB®ABP6I BCDHe.CpAW30m LWAW31 D• ARMDAME UNIT D 850 PROVIDED: UNIT E 3110 . . 1 Mloelsa xlalem uYaDl'19i1X811 AFFORDABLE UNIT 850 1135 SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING IN GARAGE LOT COVERAGE (%) rWn® a 17.88 % :127 BUILDINGS X 2 SPACES/GARAGE - 254 SPACES WxMa■ M.B■11®NTOYAIaPIxxRllm{D OR SEE ARCHITECTURAL PLANS OFF-STREET PARKING 'SPACES FOR UNITS - 1B SPAOEs � � � .. c BUILDING HEIGHT ((FEET) 36 No, E DAT11Wl1BpN mn o NUMBER OF STORIES 2 1/2 SEE ARCHITECTURAL PLANS TOTAL PARKING PROVIDED FOR UNITS '= 272 SPACER c GRAPHIC SCALE , 1LT'�'C1� PLAN � 1IGM 1.17 Ewa By, JM .200 400 CLUB HOUSE: .. 'SIIG PLAN AV1�d1YME1Y/ Dsm BY. SJR m0 o s0 too - TOTAL PARKING PROVIDED IN PARKING LOT = 44 SPACES INCLUDING 2 ' LLOAADDINGPZONE SPACES 1 'BERTH THE HERITAGE AT CUTCHOCUE DATE1/17/a5 " A,f/n�A.TCUTG CHBY, SAc ( IN FEET ) .. CHVUE' K'D DAT6 1/17/05 5 OWNER: APPLICANT: row" OF. BOL,IHOLO, 6UF�FOLK COUNTY. "Raw YOgK N9MJOB Mw 0002 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE NOCRO, LTD. THE HERITAGE AT CUTCHOGUE, ILLC o1sT'R10T T000, aE�c-r1oN Boz, aLocK Ol, LOT 33,3 PROPERTY OF NELSON h POPE: UNAUTHORIZED ALTERATIONS OR 140 EAST' MAIN SLS 1721-D NORTH OCEAN AVENUE NELSON & POPE ELLE Na a ADDITIONS .0 THESE'DOCUMENTS ARE A VIOLATION OF SECTION c ADDITIONS 1E'NEW YORK STATE EDUCATION LAW. INFRINGEMENTS RIVERHEAD, NY '11913.1 ' MEDFORD, NY 11763 ENCSINEERs • SURVEYORS CAD°' omoz63P H 7209 WILL BE PROSECUTED. 672 WALTWHOMAN ROAD,MELVAJ.E,NY.V!747-2M8 OCALE- T-DO °cI (030427-5886 FAX(.W-427-620 WWWneYwlpaper,°m BHEEf. 2 U 2711 r O NOW/FIXWaiLT OF NOW DRKGYp LSI r �_ rnuix"MA�anN°Fa9ac I 1,901.44 __- O '19 _ > Ir a - - S 51'1355" E� % i"� DA 4 a� s✓�� ! N o n q -� --- DA-3 G� DA- FIVI2 . w ° O N O Y■z �1 O to L, pAl' ,f ' O 17 IP 11 " 10 . 4 Y'1 N GYRO 4 f FNI T. �C O �- o lY ° sA 4 • r " A P, 4 ■ " ,. D B POND N S 49047'45" E �• J b I Fi' Y y i I " Wn1Fe„fJMM_y1YN 61Il10 , GFAT PFCMD my q //� • • ^•'^Myi . 273.68 NOW/FORY OUT OF tY) 4 •'�' A�A�Rr-� ar ® ": roxw 9F OUT HOLD VGywp 1(7 173 / Brit;� DA'^ ® " / _ DT•••• DA-1 L ---® m SGALBf.055 LE " ■ �Li 3 70 •• I, + DA-6 AAI " IM0"m I1RIfp}® r:' '�_ 'OBAr.W■- Y�xlwMs A M••i " 1 w D _ .. + •, 3. " FI'A�OF fR,lil.° Y O 'C�= IR■"D 0 q A LIR•• ■ •W . A nD� A • •! •� RLYCA e �,.+. 1 / v N O iFJ E In w s wb / + ■ RRv x�nA i ■ ■ a Od r I S 49'47'45" E R 1 " \ �� ■ 'Gu n•a " °� r• °"�01116r RYSe 95.00' @ r 1 \\ � g a � ® ° ----1 ° rno ■ amu' 1' x�' DA •1..11` w • q • B ■ ■■ • ` ° ' 4o"Z GRIPPING STREET DA- 1 30 ON UIL PnwuAORNMFAIe Z RqR FiIWY • D Nn40y. it rµYRog.. P O 1 V D 'ai ° ° ° ) •"tit�I•x N 4 WWAM F. HEANEY @ \ "ao• ° FF0■e xM01 -mm - 7 ' @ @ 1 "� F7� I4 NAM rx ��wA Oo.P wim awunw '� DA- 1 1 A NOW/FXERLY OF S 4 6'35'• E @ s ° •� a "" ° '"" � ' -� ARro Lm 221.47 P ° 4Cp @ // �F � ■■ ' r r '^* ■ ■�. , � . ,_�, '� �"'°c,•, - - °� -'r ''• _ i.f - ,N 49'56'35"`W .�••" '� � ^ + " LtJ s'I DA •w 6 c ,yc. r r D w NOW/FINIME LY O 7 4 �RtlHET BWUCNflE TOP GRAIE SITE • IN4ERT EFfi OEPiH BOT10N ^' D A-1 5D A a CTL . , " W ■� "`wC +16 O O 4. 0 c 332 z' z67o O p ADS _ .� .- r • /,• ' q 17711.0 n ♦" ,�•T B D r � O ' • �• It / A011 - �R, �, R9 • -P ° ■" • AD12 Z '@' if• .° A - ,f/ r yd AD13 - aA- 1 7 ° J " A r4 ■ 1 " A °Mi• I 9 AD14 0 26.26 Y 21.86 - - \ 1�YR� 'r Im nn<„ °` i • � d ADts G 26.6 z• x•30 _ OIL I s•.s A / a nr Nlo"p" w�1 / ADI6 G 13.6 7p6 5. _ o OSl T 33.5 e' G • \ r - • u. w 1111 ) WL Y A ® • '� A I C52 T 364 0' 2620 6� - D D '�• -L. I� D A 2761 - W , A. J"� °'� �' •, O w m IRR 4 \ '� F 693 T 33.5 6' DiLY OF A006 INC. I ® \.: �:>�"� • \ N M F"T r q " A iM°g2RD - i N " ` ■ r M C54 T 35.2 ■' 24.00 0' - M " •� \ n r � r , O , -� O " r GSfi T 360 g 6, _ RLwa _ Ly Lf) O .,� • \ A�4�1p Y ''� r \ O O °•MaFd ■ '0R T8 r ' \ 657 T 362 6' 2600 6, r N O " ° y `RD D et O A w ° O• �t, °a n " wa yA 0 ■r. • '� 659 T 369 B 2616 5, M @ °4 i / "1k ,rpm- 61DP W DA-"4 0 '� DA-2 \ •� 699 7.03.8 e' 6, O Z I ,o. nr ) �.�. .�.. .,,r` �V+D ApJOE ID► \:"('i. / ° .,. ... d ... m \ /••- •- - __.. _. - y N \ - CSt r 320 E' z6u 6, _ �I2,010.62' I N 4937'25" W \ I -� O I ' O I I NDw/F°MIaLYOac O O NOW QTLY OF I PAUL LL°„DAOl@ACETIA I I I NOW/FOAMD3LY OF �, I MQIL/WFDpgR_YOAD CORP. I NOW/FORMQiLY OF I NOW/FORMWLY OF NOWANIVI ALY OF N I O YOIIR%'D T. I I Z I NOW/FOMIERLY OF I NOW/Fp10NRMM OF I NOW/FOFWQLLY OF �pR Y. STA6IUNIEWC2 COON, DDA ALDO 6 WUISE HDIRY B OEBORAII VID A. FRMOS d STANLEYBJIL STANLEY a. O J A DONNA M. Ac MANE G Wm EXISTING PRIVATE I I I l I I I W I WELL (TYPICAL FOR 11) 150' SANITARY RADIUS FROM CENTER OF WATER WELL (TYPICAL FOR 11) DRAINAGE STRUCTURE TABLE DRAINAGE STRUCTURE TABLE DRAT AG STRUCTURE TAB E SiRUC1UflE TOP GRAIE•xE ► INVETIT FFP• 6EP1H BOTTOM SO2UC7URE TOP GRATE 912E D INVERT EFF. 0 BOTTOM SIRUCRIRE TOP CRA1E SIZE ► 6 191.00, NT7fA7 FF. DEPTH BOTTOM LPI T 30.9 . 112 22.110 17.35 - 13' 11.00 LP62 T 369 12' E W Mal 74 163 CBM am 0 2260 - 1677 - - LP2 T 39.8 112' 17.25 13 TLSO ,P6 T 36.9 1Y W 2665 14 10.3 CB45 0 33.00 - 27.49 - - LP3 T 30.0 112' 17.59 13' 11.00 IPS4 T 368 12 �� 0• 766 C845 0 33.00' - LP4 T 365 IT 17.25 IN 11.80 LP6N T 265 12' 21.90 IV 10.8 CB47 0 33.00 LPN T 361 '12' 17.38 18 11.00 LP66 T 30.6 12' 21.53 M 10.5 C945 G 33.00 LP6 T l6.2 '12' 17.25 13' 17.00 W57 T 32.5 tY 7680 11' 10.5 ON" 033.00 LP7 T 369 12' 17.35.- 13' 11.80 IP56 722.0 12' 29.39 - - OB00 031.00 - 2626 - - SANITARY FLOW CALCUL Al10NS: SINGLE A '`- - cal G 32119 c 3600 FAA ILY PRC UNITS• we n3as lx'., .17.26 13 17.117 29x9 - _ Coal 2665 ALLOWABLE SIZE FLOW ( FG 2 1 p___A�V LNOtt ITB '.- .'T-d4:9 172' - "S.W 27.25 - 14'. 15.7 CB7A 030.6 - - + x615' - _ - _ _ - Ca62- G 33.00' -,�N _ . •oaf f SF FLOW % 300 CPD/LINK = 22.826 GPD - 1P10 L367 12' . .tNS 27.01 14' 10.7 'CBZ G 7289 27.00 - - - MHA . S 2867 4' - N 20.1.-8-2394 - 20,000 SF/LINK 160' GPD/LINK % 2 UNITS = 300 GPD LPI7 T Sk4 72' N,S,NE 27.25 14 16.7 CB G 32.0 2674 - _ NHt 'T 50.11 4` 27.90 - - 300 GPD X 2 DAYS - 600 GALLONS LP12 T 366 '12' E 27.01 14 10.7 Coo 03282 x681 MKIA T 31.63 4 N 20.56. 9 2692 PROPOSED ROW (USE 1200 GALLON SEPTIC TANK WO X 4 LD.) LI+13 T !62 1Y N 27.01 14' 15.7 CB6 C 325 _ 30.05 - - MH2A T 34.40 4' S 21.23, N 24.08 - - 13e PRC UNITS O 150 GPD/LINK = 20.600 GPD app GAL/1.5 GN./SF/DAY = 200 SF OF WALL AREA RFAUIRED 1P14 T 361 12' 9.E'26.2 14 11.6 086 0 3661 - 00,E1 = = NH4 T 33.3 4' 29.7.0 -CLUBHOUSE., POOL AREA 2000 SF S'► RING - 25 SF/FF OF HDGHT LP16 7'!61 12" NE,W 26.32 14 11.5 coo 0 34.7.0 29.16 _ _ MHO 7 34.6 4' 0.03 GYM'AREA 1,000 SF O Ga GPD 300 GPD 200 SF/25 SF/Fr - 8 V.F. LP15 T 34.1 12' EW 5. 14' 11 00 034677 _ 27.19 MHO T 366 4' 0.03 _ MEETING / OFFICE AREA 1,500 SF O 0.06 GPD/SF 90 OPD (USE B'► % 12' ED. LEACHING POOU 1P17 T 361 fY S,W'0.32 14 11.6 C89 G 3281 - 26.73 - - MHeA T 35.73 4' S 20.56, N 2355 _ INDOOR AND OUTDOOR POOLS 76 BATHERS O 5 GPD/BLITHER 375 GPU LP18 T 365 12• N,E 26,32 14' 11.8 CBIO 0 3281 - 26.40 - - MH7 T 35.0 4' 28.07 - TOTAL PROPOSED FLAW 21,615 GPD IP1e T 363 2 W 25.2 /E 2532' 14' 11.5 CBI7 G =UV - 20.58 = - NHB T 361 4' 0.00 = - ASFFRC TANKS PERNIMED AA LTI F LY AFFDRDA6LE'UNITS: LP20 T 363 12' H E 26.2 14' 11'5 ''812 G 3267 MHeA T 36.0 4 N 21.26. S 26.13 -HE x63 14' 11.6 01313 03287 0.77 2632 r u cverFu FOR 3 BUILDIN011ND5 LF21 T 33.2 12' _ 29.37 - _ MHfB T 33.22 4' _ lP'A2 T 33.2 12' EW 24.7 '14' 11.5 CB14 03267 _ MH9A T 3299 4' N 21.20, 5260E - 20.00 27.51 160 GPD/UNIT X 3 UNITS - 450 OPD LP23 T 33.3 1Y EW 2682 14 11.5 CB16 032117 - 29.00 T 34.1 4 - LEGEN D. 450 GPD X 2 DAYS = 900 GMA.ONS LP24 T 315 1M EW 267 14 11.5 061667 03277 - 20.17 - - NH1DA T 30.0 4' N 20.x6.'9 23.93 (USE I n 1200 Q4 N SEPRO TANK Wo X 4' LD.) LP25 T 3311 12' W 24,82 14 11.5 Call 03277 27.06 - - MKIIA T 33.0 4' 2702 UNIT TYPES: N,E 2334 16' 71.7 CB17 0 3239 _ 2668 - - MH11B T 360 4 27.07 GI SEPTIC TANK 450 GAL/1.6 GAL/SF/DAY = 30 9F OF WALL, MEA RFAUWED LP25 T 3022 12' _ _ _ MH12 T 35.7 4' 27.41 _ ADS - 6'f RING = 0 9F/FT OF RING LP27 T 320 12' EW 0.22 i6' 11.7 CBIo 6 3239 2282 I 61m/07 OENG OP BD BET O LEACHING POOL NOD SF/0 SF/FT = 12 V.F. LP28 T 323 tY EW ZT•34 i6' 11.7 CB19 G 3239 _ 27.0 - - MH13 T 3367 Ir 2617 - (USE:' 2) e'f X 6' E.D. V.F.LEACHING P0015) LP29 T 32,3 12' EW 2382 16' 11.7 0820 0 32.39 _ 26.0 - - MM14 T 33.6 4' N 21.16 S 27.24 - _ V O 00122107 FROM CLUB HOUSE ASPER CLIM eJx • EXPANSION LEACHING POOL LP30 T 324 12' EW 2334 78' 71.7 CB21 G 32611 2617 - - Lima T 33.9 4• 27.27 2687 - 2 1MPY08 FEMW eF618GDx6COMMONM LauAQI w CATCH BASIN LP31 T 324 1Y EW 0.22 16' 11.7 CB22 0 32.80 _ x6.77 - = MH17 T 35.2 4 _ - -:cl. FOR d GUII nING uNf19 Lp32 T 324 12' EW 0.34 16' 17.7 CBO G 3290 _ MHIB T 36.2 4' 27.30 + G/D6/04 �� DRAINAGE PIPE ^•, LP33 T E24 12' W 022 i6' 11.7 C074 G 3280 - 2600 _ _ MHIBA T 3249 4' 2631 = _ BIRIII'1®iOTOYe1CFB0UINolO OR 150 OPD/UNIT X 4 UNITS - 600 GPD LP34 T'2867 12' S, W 2201 12' 10.9 CB26 03290 - 29.00 _ - ai1YM0B 600 OPO X 2 DAYS = 1,200 GALLONS MH19 T 30.14 4' 27.05 _ (USE; 120D GALLON SEPTIC TANK 6'► X4 LD.) LP35 T 27.2 IT E.W 21.79 1M 10,5 CBO C 3290 _ 66 - _ NH2O T 33.00 V 27.21 - _ N° DA76 RDifON aD ` Was T 261 12' I. 2201 12' 10.5 C521 C 33.0 _ - MMA 0362 4' 2654 , Sof E PLAN - LML" PLAN DWK BY 600 GAL/1.5 GAL/9F/DAY - 400 SF OF WALL AREA REQUIRED = 20.711 _ - - _ . GRAPHIC SCALE 60 RING 1. 26 L/Sf/ OF RIND LP37 T 29.7 12' ES 21.79 12' 10.6 0628 0 33.0 200 - - NH21 T 33.6 4 0.35 - _ o8GF1 BY g. 400 9F/26 25 SF- 10 V.F. IP30 T 28.7 12' N,S 21.77 12' 10.5 CBO 032.0 MH21A T 330 4' 27.7.,` z00 "0° (USS (2) B'► X B' ED. LEACHING POOLE) 1P39 T 20.8 fY W 21.01 E 21.55 12' 10.6 0830 a - _ 30M.00 - - MHzz O 35.0 4 2637 THE HERITAGE AT CUTCHOGUE DATE Un! LPM T 30.7 f7 N,S,E 2203 12' 10.5 CB31 O 53.6 - - MHO T 35.2 4 26.11 - DRUA7 AT LP41 T 30.1 12 N,W 21.53 tY 10.5 0032 G 336 - 29AO - _ 6702 033.9 r 30.4 - - CUTCHOGUE CHC'D BK S M 1111 HODNE LP42 T 31.0 12' N,E 21.79 12 10.6 0533 037.6 = 30.00 - _ ADS G 33.7 Y 30.2 _ _ ( W FEET ) 8YM AREA 1.000 SFO 0.3 CPD 300 OPD IP43 T 38.9 12 0.0026.30 16' 13.4 0834 C 33'5 - 28.00 = _ A04 0 320 ' 2' 266 - - JOB �, NEEONO / OFFICE AREA 0.3 G SF O OLDS GPD/SF 00 OPD IPM T .d6;2 12' N,W 2662 16' 15.4 M35 0 7,3.0 - AD7 0 336 Y 30.0 TOWN OF a30trrrlOL�. eYFFouG SOY m' NEW YORK �F �O• INDOOR AND OUTDOOR POOLS 76 BAIHIRS • 6 OPD/ETHER 765 D Ip45 T 36,8 12' E,W 0.52 15' 13.4 0036 033.0 _ 26114 I oH3TRlo'r +000. aEo-noN ioz. BL_oe�1c Ol. �a�T a3-3 NOTE 707 - 071 _ _ 765 OPD X 2 DAYS - 1,530 GALLONS" LP46 T 30.1 12' W,E 2630 18' 13.4 C93B a 3 .1 NELSON $f POPE 26.97 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE (USE: 2000 OALL.ON SEPTIC; TANK 70'5 $�4' LD.) IP47 T 3 .7 1Y W,E 0.00 16 13.4 CB3N C 34d - 28.65 - - 7. ALL DRAINAGE PIPE S SE TB° CCP L 1X cADls 00028 PROPERTY OF NELSON 8'POPE. UNAUTHORIZED ALTERATIONS OR Nb 7 357 tY W,$E 2652 16' 13.4 CB39 032.00 - 2632 - _ MINIMUM SLOPE UNLESS NOTED ON PLANS. ENGINEER$ O SURVE=1fOR$ ADDITIONS TO THESE DOCUMENTS ARE A NOLA710N OF SECTION 706 OPD/1.6 GAL/SF/DAY - 510 SF OF WALL MFA RFAUIRED �� T p 12. S,W 2662 16, 13A4 CB40 0 3206 _ 2724 2 ALL U11LI71ES ARE SUBJECT TO APPROVAL BY THE 872 WALT WHITMAN ROAD,h5-VELE,NY.1V17-2006 T'q 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS 78-0 55 SF/626 SF/FT 0.4 RVFG LP60 T 366 12' EW 2630 70' 13.4 CB41 G 3674 _ 2Tm _ _ APPROPRIATE UTILITY COMPANY. (638 427-66fi5 FAX(830427-6620 wwwneYanp°wA°m a1.ffD 4 OF WILL BE PROSECUTED. (USE: 2) B'► X 11' ED. LEACHING POOLS) lP5 T 357 12' 0.E 2562 10' 1367 0642 G 30.74 1 © o0 NOW h Y OF NOW/FMMER I O FRO YAOIWgACK I 11HHAA -- I W 1,901.44' (n Q S 5193'55" E _ — — — -- — -- -------- - -- - r A ♦fn i+1 � O n c °a2I'yALire,L—— — rsy a Aa Aro-o rINP ♦ Ilia ° +a A A �i n Y Q rR.TAo "N p iP O vfmr AN rr a AEtJ Rwra Ro-AJ 8At RI 0 1A 1r 1's 11 fD — A . '� ONtNAJJN C4 « a' N ^ °"' 1 �1r.o ° ♦ 'w « n 4 u __ +s f° �' � POND r. 49'47'45" E Ql/� 273.68' a NOW/FORIID(LY W OsgAr I'f°°fAA Iur 1(T1 • prw �1 \\\ / 4 \// n n J w \ ..S TDWN I)F 20UMOLD © O KEY MAP BCAL&f-05 MLLE JTTTT7� 1, I 44 _ R°' ffiAN v. 11 // p A IR ' ♦ it4�S/A 1 / A 1 0 Ii � / m � ' 'IAa . \ If6 f♦AP !Flm IsaA _ _.-^'� / s\ 1 Ara, ' IN N O n 51' \ j Aa Al \ nAc NmJ / /�\� n�ne � ' ♦"yr d0 I S 49'4745" E URN Ir N 95.00' W I RAF f \ AMp '^ ,. / '� ° _♦ n r GRIFFING STREET _%ON POND _ _ ,rL-1A. ° A RAJ r .. r pppppppp..d. p °ISN. m.nA �A � {MATJ WAIDI TAIL N 1 'TA RIANA rA°P. � 1 1 ` u. ♦TA1W N�AAJAT w 'A NOW/FONMEW.Y OF 1 Nlrp WbAA1W (NEM PC" r WILLIA M. BEIDE ti '� n 4 d ° "Mo G NNN« POND IN.NEM / • :f k www F. xFe1LY 0� a H,Are fmoE Itl'n Aro- S 49'56'35" E N ', ° Ms Hr ° E�°r WADTaAµoM N e w In NOW/FORMEALY OF 221.47' N 4956 35 W 400.00' u(ro LTD. R - W \ � v P N / \ N � N O' �- - �O qty / N i" NOW/FOAMERLY OF - • IR n � ��' _ � � O � 1's A / / '�° w �M,IAINIAp�f OFDMC CD SAtlIID HEART r°rr RIS INE Af N\\ _- _���� y / \\ \��_ Iii "mi W A \ -- N _ $7St 1LY OF N / N N \ N \\ .-— —uro / n A7 rINA m J >9 /// \\ I'� AMB INC, �y O / N N N a= ! N AI \ "Y N�4p '', A O \ 11) _ of') if) O 'a�s4p 0 04 N N Z 1 6 ' �Ja r1' ♦ _ — — Ira N 49'3725" W I — _ I — — �— — 1 2,010.62' NOW/FAANEBLY W 1. UGHc NOTES: SIGN LEGEND NOW ORIAIDLY OF PAUL N k NNCETTA 1. LIGHT LANTERN AND POLE AS ANUFACTURED CODE SYMBOL /P k MAGNIFLOOO INC., AMITYNLLE N''; PRO IACIILAND ROAD CORP. NOW/FOHNMY OF NOW/FORNERLY OF k NOHIANO RL I W I NOW/FORMERLY.OF I NOw/FIXWFALY OF I NOW/FORMFALY OF I NOW/F BRAY CF I NOW BORM Y OF I ��Ip�px QUMIICELLA I 2. LANTERN TO BE THE MONTAUK "CE' z COMC DINNAY. OEMBROSKY, >nANL4ry Alm k ldASE I I HENRY k DEBORAH I .IOXN t ISABB. ( Ri-iC a DAVID A. RMMAN= J. bIANLLY JL METAL HALIDE 250W MODEL No M Q J k QONRA M. t MARE C. 3. POLE TO BE "JAMES MADISON 'V W I I I I I TYPE A-1. POLES 15' AND 8' S E UCJ(TINCN PLAN m I I ( I FOR LOCATIONS (AS-SHOWN). 12 wrw Q 1.2 R7-8 2m® PARKING CALCULATIONS: REQUIRED METES AND BOUNDS ADJACENT PROPERTY OWNER INFORMATION SITE DATA: ZONING DATA: SITE COVERAGE: OBTAINED FROM PLAN$ BY HENDERSON' k BQDWEU- CONSULTING SCTM: 1000-102-01-33.3 SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING PONDS 197,0.7 SF 4.8% ENGINEERS DATED 7-24-1987 125 UNITS % 2 SPACES/UNIT = 250 SPACES LANDSCAPING 1,100,782 SF = 54.74% ZONED. HAMLET DENSITY RESIDENTIAL ZONING: HAMLET DENSITY ((HD) AFFORDABLE UNITS: 1.5 SPACES PER UNIT ROAD, PARKING, AND:PAVEMENT 246,264 = 12,24% MINIMUM REQUIREMENTS 'FT)R 1 FAMILY DETACHED DWELLINGS; 14 UNITS x 1.5 SPACES/ UNITS - 21 SIDEWALK, PATIO, AND GAZEBO 49,178 = 2.44% SITE AREA: 2,010,827.38 SF - 46.17 ACRES 70TAL PARKING REQUIRED FOR UNITS - 271 SPACES BUILDING 359.514 = 17.88% `m NUMBER OF UNITS = 138 REQUIRED: PROVIDED: DRIVEWAY 58,340 - 2,8.0$ e LAT SIZE '(SQ. FT.) 20,000 2,010,927.38;(46.17 AC) CLUB HOUSE: 100% NUMBER OF 6UILOINGS - 131 (INCULDING CLUBHOUSE AND MAINTANANCE GARAGE) IAT WIDTH (FEET) 75 277.33 1 SPACE PER 300 SF OF RECREATIONAL FACNTY 2205.28 5 SPACES PER TENNIS COURTLOT y FRONTYAARR,D (FEET) 350 307.11 CLUB HOUSE 8,840 SF / 300 - 30 SPACES SCHOOL DISTRICT 0 25.0 POOL 1,180 SF / 300 4 SPACES _ SIDE YARD (FEET) � 25 30.0 TENNIS COURT 2 COURTS X 5/CT - 1}LSPd0E5 5`+ BOTH SIDE YARDS (FEET) 30 of GROUNDWATER MANAgEMENT ZONE IV (600 GAL/ACRE) REAR YARD (FEET) 35 36.0 TOTAL REQUIRED PARKING: = 44 SPACER LD LJ IJ LJ ALLOWABLE SANITARY SITE FLOW: 500 GAL/ACRE x 45.16 ACRES = 27:588 GPD - VIABLE FLOOR AREA (SQ.FT./UNIT) 650 ENABLE FLOOR AREA (SQ.FT./UNIT) LOADING ZONE a 5107107 ERsmFORAoOEr Rea $ UNIT A 850 2647 COMMUNITY CENTER WITH FLOOR AREA OF 5.000 TO 25.000 SF UNIT B 850 1930 = 1 BERTH ° °UTy07 °� XO°��P��r �+ N UNIT C 850 2717 s N@YN ICi1E®A♦PEJ ILCDHt OD1ABO♦ Lwmw m arAlWrts UNIT D 650 3110 PROVIDED: 'R UNIT E' 1 +WAIN IENB®L1YgRlID IX$1T BRAS AFFORDABLE UNIT 850 1135 SINGLE FAMILY DETACHED DWEWNG: 2 SPACES PER DWEWNG IN GARAGE LOT COVERAGE' (%) 36% 17.88 % 127 BUILDINGS X 2 SPACES/GARAGE - 254 SPACES oel2MN M.am®TOTowxaPeaUBroLu OR - BUILDING'HEIGHT (FEET) SEE ARCHITECTURAL PLANS OFF-STREET PARKING SPACES FOR UNITS = 18 SPACES NUMBER 'H STORIES 2 1/2 SEE ARCHITECTURAL PLANS TOTAL PARKING PROVIDED FOR UNITS = 272 SPACES xA DATE 1'r mox GRAPHIC SCALE CLUB HOUSE: W 1 G PL.P117 - AI..IG1YMElY 1 wD TOTAL PARKING PROVIDED IN PARKING LOT = 44 SPACES INCLUDING 2 FOR DEIGN. SI GN.BR m foo o so mo soo HANDICAP SPACES 'WADING ZONE PROVIDED: 1 BERTH THE HERITAGE AT CUTCHOGUEfil(TLOk�AT DATe vo/os ( IN FEET ) CUTCHOGUE Ch°(D�` B"' ' TOWN OF >30L1THOL0, SUFFOLK COUNTY, NEW YOgK �� 11T71� 2 OWNER: APPLICANT: NOTE ofBTwl,oT ,Opo. BEOTI,oN ,02. BLOCK 0,. LOT 33.3 '�NDi 171102 h THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON t POPE. UNAUTHORIZED ALTERATIONS OR NOCRO, LTD. THE HERITAGE AT CUTCHOGUEFLE Na; , LLC NELSON & POPE ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 140 EAST MAIN ST: 1721—D NORTH OCEANAVENUE 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS RIVERHEAD, NY 1'1901 MEDFORD, NY 11763 ENGINEERS • sURVEYOF7S3 CAoa WILL BE PROSECUTED. (03 672 WALT WHITMAN ROAD.MLLVLJ.E,N.Y.ip47-285 �A+�' f'IDO' E 0 A27-5866 PAX(080427-6A20'wWAneY°Ip°p°.rom SHEET. 2OF 27 O g NOW/FORMMY OF © OOO 25rAW� NOW NDR Y OF ` FRANK YACHINCHICN I emT °RNiiXoawaa ' pQ \ S 51413'55" E 46az ,. , al.z �' ! e RNr° fo. 14 fa " a so. � mn ° +r � µ �� N O ,�`• �� m I.A6. ag I Argo Ia6P �t °Tela ren s r " A e '.i1MA _ " rr1�i O� 32--- 'yo' 2 • n a4 I M t q-s wsq� I ^ \ O e�1 w\rxioAAlxx / 27 -6 /^ xow ERLr or MY \ aEAT �f ` e \ 70SWTIdD A .+ "' tt ^''' D - 1'6 2 -� � ` \ �2a SCALE P•Ob MLE a2• .� \ �. / � .� A _ ata J l 5 , dl• axuac (: �2,� � � °_, ic 419W As._ o_-\C a- ° y � ?e r S 49'47 45 E \ N 1 11 \ � ® 1 ° u ® J �* ,1,� o • em ° j - _�. w �� I',, 95,00' * - ~► f n ! o GRIFFING STR� _ r - l� 1- M A 1i a y I1 I>h • � � rrtxe A^t4. 9a. m•er4 '• YEe•p A WA1F�'1�"a�'e_'a'AAna1 t�• • i �� a mHJA . .diA r 11 � \ to � 1w z l µ �� !MP • � �4 I � • `HN,.A , NOW/FIXiME11LV OF �� "� 4° elA1W ,p � 2 •ISD WWAM Y. eFESE 2 RA• A rw a5a / ' :°/'� • ��� 'h M eA191 aI1aM1xH \ � \ \ a WLUAN�P XEANEY 1 o x10 eOF� a•1 �'Gop rowTAx \ \ �1 N X26-, ' \ � \W a5.• SW6. a �A 2o6r POND y A w `E a0.6 iw• .lea.,. Ara, �! / ' I / I tab ---�- � $ 4�j'56'35" E a a •w 9 ,6 •�� y " 2o6c ^a-!!Ds°" - / ( \ \ 221.47' ' Q b •a .- �., o NW. 6 G , _ ` "�' _ DAT 1-A -��a\ '�� 1 xnw' L" - ats - �, . - . -." e a max �o _ - n a -.4pmt0i� wvE� l NDA- 0444 n re.n• o h .u ,., 1 N 495'$'35, W eP r �'0 n ! ♦ u sl ` No ILY OF �H e� 9w e $�N - .1 51 pus - \p ° ,� oe ® !. 1•Lr 4:ACIlEo HF rsr I 5`-\ 'tIY, • � m.fva DA_ DA"1 u • 22 113 u DA- 17 ase a �Ap1o. IOU �' A 1 P`• I\,A, ! ♦ �' ! at 4 `R6 {fyW qR ! 14. "l a SOL 2. 1 z 1 _ AoY 6 . \y x • d ''�' -`v ' N'N"E SIN0. e i . \' �•'°� '° " n l3/ u 0A-2 D\.{r •r O {LbA-26 A O-M^\ 47 N • � M N ` a � " _ 16 J A . :p{ � � r. O W " N4":� u g ,�q�. e, �. � u O � s m u u o•� • ��-_�. t"u .,y 7* N M µ " e �q4 a1. d 'V ,�S�A�1M° 4 I1 b ®A 'a • ® �4 A '� mNA° " / -ami O em . es. �v . a1P ey ono DA- 4 011 DC 2 ! Rs A •° 6� �2a s .o - i1R \ I D 'v she ae.e eeNz toe J� "(3s. f.oz ,px i..- ,.y- - • VI/ \ / �6r� t�4 375'JN �2 - - - - _ ) � 34� 2,010.62' \ \ o / i O I I ( NOW/FORYERLY OF � O MGM D ROAD OORP.. \ \_ \ ` �� /F /� 3r PAUL Y. a 00 METTA /app / \ s' a YpIPoNO RT. �s \OW/MEALY OF NOWIFDI°KKNNE�'fL3'eF NOWDEtABX08 Y OF NDWDFAIB fY.OF NOW BpiNEu Y\ I x 3FA9WNOE�NIY J Q NOW I M D Y OF O \2s�� J ` OMD M \ I F YAPoE C. I STANLEY.6 9TANIEY a I ALDO a LOUISE I I HTNBY'a'sEeORAH I (D I JOHN a 1SABEL 4l EXISTING PRIVATE c WELL l I I I I (TYPI AR FOR 1) M 160' SANITARY RADIUS FROM CENTER OF WATER WELL (TYPICAL FOR 11) DRAINAGE AREA RUNOFF CALCULATIONS REQUIRED DRAINAGE ARA RUNOFF CALCULATIONS PROVIDED DRAINAGE AREA DA 1 27,200.09 DA 10 98,573.98 DA 18 135,462.14 DA 1 12,947.16 x 0.5' - 6,473.58 CF STORAGE REQUIRED CONTRIBUTING TO POND: 1A, 5-10, 11A, 11B, 12-14, 16-22 AND 24-25 Pervious 2D,3161.33x 0.3 = 6,108.40 Pervious 44.795.61 x 0.3 = 13,438.68 Pervious 61,672.24x 0.3 = 18,501.67 6,473.58 / 100188 = 64.17 VF Impervious 6,8;38.78x 1.0 - 8,83&76 Impervious 27,317.91 x 1.0 = 27,317.91 Impervious 63,212.81 x 1.0 = 63,212.81 5 x 100.88 x14 ED = 7,061.60 CF PROVIDED TOTAL RUNOFF REQUIRED = 1,099,054.86 SF Total Runoff Area = 12,947.18 Pond 25,280.68x 1.0 - 25,280.68 Greve) 10,677.08 x 0.7 = 7,403.98 USE: (5) 12'0 X 14 ED POOLS POND AREA = 164,296.84 x 4FT - 657,187.36 OF OF STORAGE PROVIDED _ Gazebo 1,179.78 x 1.0 - 1,179.78 Total Runoff Area - 89.118.46 DA 1A 17,392.90 Total Runoff Area = 67.217.05 DA 2 2,•657.44 x 0.5' - 10,828.72 CF STORAGE REQUIRED Pervious 11.959.,65 x 0.3 = ,. 3,587.90 , DA 11 95,341.57. _. _ DA 19 48,801.44 10.828.72 / 100.88 =-107.34 VF 1,099.054.86 SF/ 657,187.36 SF = 1.6T OF RAINFALL OR 20' OF RAIN Impervloua 5,44.93.25 x 1.0 - 5,433.26 Pervious 17,248.45 x 0.3 = 5.174.54 � ..;_,7 x- 100.88 x14 ED m 11.298.56 CF PROVIDED i Total Runoff Area = 9,021.15 Pervious 47,603.03x 0.3 14,280.It1`�"'-``"' Impervious 24.416.52x 1.0 = 24,416.52 USE. (7) 12'0 X i6' ED POOLS TOTAL SITE RUNOFF REQUIRED = 1,308,554.05 SF x 0.5 FT OF RAIN FALL = 654,277.03 Impervious 20,703.58x 1.0 = 20,703.58 Greve1 7,139.47 x 0.7 = 4,995.53 DA 2 48,579.43 Off-site 4.176.26 x 0.=3 - 1,253.48 Total Runoff Area = 341986.58 DA 3 11,447.94 x 0.5' = 5,723.97 OF STORAGE REQUIRED TOTAL SITE STORAGE PROVIDED = 742,935.36 OF Pervious 36,8�02.84x 0.3 = 10,880.86 Total Runoff Are° 38,237.97 5,723.97 / 100.88 - 56.74 VF DA 20 48.278.06 Impervious 10,976.59 x 1.0 = 10.978.59 5 x 100.88 ' 14' ED D 7,061.60 CF PROVIDED Total Runoff Area = 21.BSZ44 DA 11A 51,007.47 Pervious 23,093.77x 0.3 - 6,928.13 USE: (5) 12'0 % 14' ED POOLS Pervloua 16,304.41 x 0.3 - 4,891.32 Impervious 22,407.62x 1.0 = 22.407.62 DA 3 24.050.47 Impervloua 21,463.88 x 1.0 - 21,463.88 Gravel 2,776.67 x 0.7 - 1.943.67 DA 4 23.744.59 x 0.5' = 11,872.30 CF STORAGE REQUIRED Pervious 18,003.62 x 0.3 - 5,401.09 -sits 13,239.18 x &3 m 3,971.75 Total Runoff Area 31.279.42 11,872.30 / 100.68 = 117.69 VF Impervious 6,046.86 x 1.0 = 8,048.85 Total Runoff Area - 30,328.95 DA 21 108,89fi.58 8 x 100.88 x 15''ED' = 12,105.60 OF PROVIDED Total Runoff Aroa = 11,447.94DA 118 19,716.21 Pervious 43,024.00x 0.3 = 12,907.20 USE: (8) 12'0 X 15' ED POOLS DA 4 54,832.48 Pervious 4.486.41 x 0.3 - 1,345.92 impervious 5D,257.92x '1.0 = 60.257.92 Pervious 44,411.24 x 0.3 = 13,323.37 Impervious 18370.29x 1.0 = 18,370.29 Grovel 13.613.66 x 0.7 - 9.528.56 DA 11 36,237.17 x 0.5' = 18,118.99 OF STORAGE REQUIRED w Total Runotf Area = 19.716.21 Total Runoff Aroa = 72,694.68 18,71&99 / 100.88 = 179.81 VF c Impervious 10.421.22 x 1.0 = 10.421.22 12 x 100.88 x14' ED - 18,158.40 CF PROVIDED Total Runoff Area = 23,744.59 DA 22 43,827.03 USE (12) 12'0 X 15' ED POOLS DA 12 361,465.46 Pervious 28,533.89x 0.3 - 8,560.11 + 1 ADDITIONAL 12'0 x B' ED a DA 5 154,093.95 Pervloua 146.285.38x 0.3 - 43,885.61 Impervious 3,70&28x 1.0 = 3,708.28 TOTAL OF OF STORAGE PROVIDED = 18,965.44 CF Pervious 63,187.19 x 0.3 = 18,947.16Impervious 56.660.82x 1.0 - 56,660.82 Pond 11,585.06 x 1.0 = 11.50&06 Impervious 76,2190.11 x 1.0 = 75,290.11 Pond 158,520.26x 1.0 - 158,520.28 Total Runoff Area = 23,853.46 DA 15 20.464.35 x 0.5' = 10,232.18 OF STORAGE REQUIRED M Gravel 15,848.65x 0.7 - 10.952.66 Total Runoff Area - 259,066.69 10,232.18 / 100.88 - 101.43 VF A'+ Total Runoff Area - 105,189.92 DA 23 15,176.47 8 x 100.88 x 13'-ED - 10,491.52 OF PROVIDED r` DA 13 12,972.74 Pervious 10,757.46x 0.3 = 3,227.24 USE (8) 12'0 X IS ED POOLS DA 6 57.188.68 Pervious 613.33 x 0.3 - 184.00 Impervious 4.419.01 x 1:0 = 4,419.01 4 °�1Q7 ��� RES Pervious 31,505.15 x 0.3 - 9.451.56 Impervious 12,359.41 x 1.0 = 12,359.41 Total Runoff Area = 7,848.25 DA 23 7,646.25 x 0.6' = 3,823.13 CF.S70RAGE REQUIRED q o0/2y% f�bY®CLL9NaIgA9lBIG81T sue n Impervious 22,870.57x 1.0 = 22,670.57 Total Runoff Area - 12,543,41 4823.13 / 100.88 37.90'VF Gravel 3,012.94 x 0.7 - 2.109.06 3 x 100.88 x 13'. ED - 4.236.96 CF. PROVIDED z' alAYas FeMMA91eaiB MOOWE6e LOUVRES Total Runoff Area 34,231.17 DA 14 14,879.14 DA 24 41,144.16 USE (3) 12'0 X 14' ED POOLS 1 alalae pLi1®uY01RPBICLBR am a Pervious 9.882.94 x 0.3 = 2,964.88 Pervloua 32,141.62 x 0.3 - 9.642.49 1 W Impervious 7 83,007.87 Pond 4,996.20x 1.0 = 4,998.20 Impeous 9,002.54x 1.0 = 9,0132.54 DA 26 27,477.80 x 0.5' = 14738.90 CF STORAGE REQUIREDiaesmsavoT OFUOUMOLD an Pervious 35,o76.88x 0.3 = 10,523.66 Total Runoff Area 7,961.08 Total Runoff A = 18,645.03 13.738.90 / 100.88 . 13& I 19 VF °7 06 IJr Impervloua 41,274.34x 1.0 = 41,274.34 9 x 100.86 x 16' ED - 14,526.72 CF PROVIDED xo. DATE IttNenx 5.1 GRAPHIC SCALE Gravel 6,684.65x 0.7 - 4.658.26 DA 15 50,676.22 DA 25 49,732.74 USE (9) 12'0 X 16' ED POOLS DWµen M Total Runoff ulna = 56.458.26 Pervious 43,159.62 x 0.3 = 12,947.85 Pervious 39,523.60x 0.3 = 11.657.08. SITE PLAN - GRADING 9 foo 0 50 foo 260 400 DA 8 38,338.88 Impervious 7,516.40 x 1.0 - 7,516.40 impeMous 10,209.14 x 1.0 - 10.209.14 . Total Runoff Area = 20,464.35 Total Runoff Area 22.066.22, POND DESIGN: ' OeotL BY.- B.NI Pervious ,6,618,.62 x 0.3 = 5.084.49 THE HERITAGE AT CUTCHOGUE DATE trolo5 Impervious 18,462.09 x 1.0 = 18,462.09 DA 16 52,209.76 DA 26 56,241.68 ( ) GfaVel Runoff,90.17 x 0.7 23209.50 Pervious 27.377.37x 0.3 = 8,213.21 Pervious 28.135.18 x 0.3 = 8,440.55 THE POND DESIGN WILL MEET SUFFOLK COUNTY REQUIREMENTS. e'"r"1®AT CWD�, BAR IN FEET = ImPerviDue 21,106.41 x 1.0 < 21,106.41Impervloua 14.659.99 x 1.0 = 14.659.99 CUTCHOGUE Gravel 3,72&97x 0.7 = 2,608.18 Grovel 858.26 x 0.7 = 600.78 DATE iM/O6 DA 9 80,527.60 Total Runoff Area = 31.927.80 Off-Site 12,58&23x 0.3'= 3,776.47 TOWN OF �90tJTHOLG, etlPFOLK COUNTY• NEW YORK NOTE Pervious 29,3181.35 x 0.3 = BAOS.41 Total Runoff Area 27.477.80 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE Impervious 44,0199.20x 1.0 = 44,099.20 DA 17 142,215.12 orBTgLc-r 1000. sec-noN 10'2. 33.3 BLOCK Ol, LOT FILE Nib, PROPERTY OF NELSON 4c POPE. UNAUTHORIZED ALTERATIONS OR Gravel 7,0156.95x 0.7 = 4,946.87 Pervious 66,597.68x 0.3 = 20,579.30 Total DA Runoff 64, 1,30&554.05 p Total Runoff Area 57,854.47 Impervious a37.52x 1.0 = 64,537.52 NELSON 47[ POPE CARD ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION a ADDITIONS A 7209 Gravel OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS Grav6,779.92 x 0.7 - 6,145.94 Y8LL BE PROSECUTED. Total Runoff Area 672 WALT WH 91.562.77 NEERS • SURVEYORS soALE T•loo' g, 572 Wi1MAtJ BVLL.E,NY.tt/47-2aB (NO 427-WO FAX(689,427-6820 WMVINYonpopeeam SHEET 30F 27 C c C C now/�rTa�R1Y�mLr aF j FRANIf WCHICIIIp( I � �1HAO°KIYIROC`ZEYN 1 1 At4. .I•i Ag' "An° n� C ° IE° 1.9 �aNR �" ,a a¢ ww]A NL�]A• Rs 1•Pe°nP T O �_ �\ '�a pyya Aa RN+ FM]]J my] A$ 1•L c SITt• ■ O RY Y POND a ] V • /� n , * * ■ ■ � wnlw�10x aAZYo Q�c TONNN SWTXa1°F.D fS•'Ar PECRY EAY a IYIM1- n NYF ° 1rs a A Y6 �A Nlw],.s • ° YY� SCAM T-OS MILE n 16 ° E N4A 1A.M0 A R6 EIt Yui Y�f.J A ■ E t 116- O s u ' Y INS * IIyy�y P i\y ' ° ■ 1 I!4 I7E4 0 I ® , � C •� �'91 gel iNMs WMIB , 1110' a f14Y1.• �_„Cg Yf 'A ]YE o I� Ys D I �' ■ 5� z POND ' °1 , t ° R E Baa fP ” 4, * GRIPPING STREET l�pA umOaOamulNN �' " C lIIM A * ■ a m.�n.• NW]A O ON 11 W/FORMEALY OF 6 A k F HEANLY ` •ot'o1 klgy E •i,y1,t�iaNµA.A°I * ■ 1 E666 POND 3�4 O T R� , xA6o m E YW a unax c� NOW/fORYERLYM OF ARTO L f1r ' .� ' ' t•T ' c'. �F JY a wA * NOW/FORMENLY W Y I•°Y n � a �s '�T' ROC OLIC URC i OFF - - - A IEc t �W t0L n SACRED HEART NOR DLSY]d ], n c lIIO! t 2°� YS IIEi AIR FRy1A �'° A@ E Y ■ I A A Y N D1LY OF NEYANDS IND. I Q N N Y PRO N ■ 6 � n ■ Y �'. Y Y N H1�MA ]]4460 .��, I�A O " ]f I Y Q t■B Q A YNa E � • Y � 61 Yc_ ]s »'H \ / \ Mor- NOW/FORMDiLY W \ O O I I NOW 60�YQOF I Q I T O — HlpllAND RDAD CORP. I I k YORRNO RT. I I Q I NOW/PoRIRALY OF I NOW/FORLIERLY OF I NOW/FORMERLY W NOW/FORMENLY OF I NOW/FOnMEALY OF I PAUL Y. k CONCEITA I NOW/YNiMEPo.Y OF I Q I NOW ORYERLY aF COq{, OINNE7; DklIBROBIY DEMIIROSITY, BMSMJ, w/r RMERLY O -1 k°DONNA M. MARIE C.FRANOSA 6A. MNLE7 JL STANIEY JL ALDO k LOUISE NQ RY k DEBORAH UGHO k ISABEL W m l I I E%WATT PRIVATE 2 oN WATER WELL I I C1 (TYPICAL FOR 11) I I N .150' SANITARY RADIUS FROM CENTER OF 15' MOUNTING HEIGH WATER WELL (TYPICAL FOR 11) OUTDOOR MEET LIGHMNIC GET I I j `a c c .c 0 e C n C O A F 5/07/0/ n fk110®FOREO GET MEN D 00/22/m RBl®cuexo111EA6 e131u87f ,� C M S WD:50a IL41t�A51'61kCDHd NY@Op LOU/R� t ] wa/c• Rena®urartEe,clar aures OS/Y 6 ° GRAPHIC SCALE aaEl1®T° Bo'"a° OR ° 00 o so too zoo No DATE NREN7NION BIOn c C srrE PLAN - UGHTING PLAN DWKBY. Dam IN- ( IN FEET j THE HERITAGE AT CUTCHOGUE OATe uviol ; HNAI®AT NOTE- CUTCHOGUE `° R THESE PLANS ARE AN INSTRUMENT OF SERWCE AND ARE THE DATFa 07/05 PROPERTY OF NELSON h POPE. UNAUTHORIZED ALTERATIONS OR - Towry ot= soLn-I-ao<_o, auFF=oa_Ic ccA�].n-v, rittiv yogK DISTRICT 1000, i3EOTON 102. BLOCK W, LOT 33,3 ` GGGYL ADDITIONS 7O THESE DOCUMEN75 ARE A NOLARON OF SEC7IINM 72,09 OF THE NEW YORK STATE EDUCATION LAW.' INFRINGEMENTS t Mu BE PROSECUTED. NELSON $ POPE ENGINEERS • SURVEYORS N 572 WALT WHIT"ROAD,A9.VLM FLY.11747-Ma BCALE. T-100, IBRO 427-5965 FAX IBRO 427-5M WWWnekcrpop°,Dam 1 1 STRUCTURE TABLE IEACHINO OS IXP. LEACHING 50K EXP. y OUNo UNITS INVERT 0 POOL INV.LP. INV. POOL BOT.LP. BOT. 0 0 0 / \ CLBHSE 29.67 33.56 28.75 28.QS 128.15 2803 IP7 17. 5 17.03 \ �' 1 2 25.15 LP2 17.716 r r J"� Avws°F'"iwtt 1 ( \ GT 29.87 33.87 28.11 28.67 O O 0 0 \\\ \ O 2 34.70 29.87 29.37 29.27 29.20 17.27 17.27 O 2 30.17 1 LO 0 \ "i � 3 + 29.67 35.0 29.67 29.17 29.07 2S.R3 17.07 16.83 LO Z Z ~ Z L~1.1 Z W p 4 6 29.57 34.2 28.79 29,29 29.19 29.79 17.19 17.19 _ 8 30.17 M W J W ,J w J w I 'I 5 e 3.67 33.90 29.21 28.71 26.61 25.51 19.91 1667 3: 17= U N U N � 6 1D 30.71 34.25 29.87 29.37 29.27 29.27 17.27 67.27 Ufn V (n � w Hw n NOW/FONMEALY OF I Q 1wIJ •(`• W eER1HRLC2EYlSKI Q w Q w --I -- n a a� oC 72 28.67 344,0 29.19 28.69 LP1 26,58 2844 LPI 20.59 20.44 EsrATE a c r2 r2 1901.44' (GEED) 'A"8'a�^` 7 74 Is LP2 28.58 LP2 20.58 - ` FRANK MACHINCHICK G U N \\ 1904.$0' (ACTUAL) N 8 15 30.17 34.75 29.49 28.88 28.88 26.38 16.88 16.88 \ S3830'S0"E (DEED) �. -• i- '"'�'"►�1'� Yh Ilk TAjo S�� O 11 , _ GREAT PECONIC BAY g IS 29 67 33 90 2g 25 24,75 2B 65 26 62 16 05 15 82 S38'24'20"E (ACTUAL) �11 s OL 70 19 29 07 3410 29 25 28 7fi 2865 2865 16 86 16 85 _ a FRM x nM e a - Ux� KEY MAP 2D 30.,7 PRaP AFS 0a. - sy WATER WELL LOCATION AS PER 34.35 2599 2849 2839 2e 39 7639 1838 w, Inl ~.' •• r i FMw n E 14 fa PAM z REB. Fn.NA V m.N.o IMavM. 4 M PRM R 4C'1 f�1 S.C.D.H.S. OFFICE OF WATER Q BCALE'I'-OS MILE 27 29.67 y "' 'vrti'^° e n °Ix1M °4 Iso• 109. ° �• 10.s lad < RT.no A t0s ,1 y nF5 RVN.a .i N.e t0�W . b y-��� \:w°t° evaMsaio zA>'E.o 3' MPRaaFeuA FFPwNOPre R FTwPU'WRMaNu,a zm,Rs�s44a 3° MWffi4ea RvVReeasNF•i �@.'- FWII�aaP4 isea fo Frttor'1iA f] �! ' n a a MfeI:asF NG ESOURCES, VERIFY IN FIELD LN 12 22 31.17 3430 29.91 29.41 28.31 28.31 77.37 p 23 17.31 GY OF • tfa •4 ., �•''e '� ` u o" awmy4, rfv�yA,e E�' PRM 1°„$ marnuu r• � _ ad� NMNnxaxoE SOON 1 224a 31.17 3480 30.71 30.21 30.11 30.17 76.11 18.11 25O n pW, 26 301733.65 29.19 25.68 2859 2858 16.99 78.68 m RMERY OF ib2728p O 67• NONN L rn WSOLD ' ' " 75 26 29.67 33.90 28.55 29.05 2886 2895 78.88 16.85 M v 39.77 P mo TH# 18 30 367 35.0 30.15 29.65 29.56 28.66 17.55 77.56 31 31.77 .y / nfa.a Ar••o °. n o PAM 4• WIWI" 11M rFia.1 \• Fnaa�io N O 17 32 J X aru n, I 11 ep A °r•s A a k A FnNA W • �,a i n r S� D o N Q 33 30.67 36.30 30.25 29.75 29.85 28.65 17.86 77.65 '� Rf.N.e •� PRM 44 FRMfri O I S A .o q• AFa PIIM , R¢ ° V 16 34 30.67 M 35.67 29.23 28.73 28.63 29.63 16.63 16.63 p¢S `i$ .• 111 nss. 1r 9 PIES / f : PRM FAM fNAA • • E W •W C D `L (n 36 29.67 07F of " •M ••r` N.o e4 '6 10 4� Ria. Ms ,u xy<4 na6M. 4 1i Dv 19 36 30.17 3420 28.95 29.45 29.35 28.36 77.35 77.36 A w'0A •ir F E e °flnN'e '1 w 4 0.'N' fy„ " °_,('"�M s Ali r 20 37 28.87 33.90 2889 26.49 2F39 26.59 1839 15.39 _`M '"53704'40 E 3e 3f.17 39 30.67 35.30 30.31 29.81 29.71 29.71 17.71 17.71 N _ \ K� o n ".0 ns " ' a MM m°d"*r)"'°, �ep_y4yi.•' f sa 27 I n ^ 3 I fm " 'w eAEM eti �m. / _�' a i rR�[9i ty Qa'm"iza.A r• �,,,, �\OAIIr.M w".,.,, 4m"-�:- n .�GRIPPING STREET 47 . 29.21 26.71 2887 2661 16.51 18.81 °iM a wPRw P N D n a ff - N y,� ry4NA B ISA,o E iFEW/•• m.m. r•5a - ���`� � ',,ONO 23 43 29.77 33.50 28.57 28.}7 28.21 20.21 16.21 18.21 I� SNA N "® ql,: 4' EDM n •" f t P jg % 1 \ 1+W S• �� £ 24 µ 29.17 3470 29.73 26.23 26.13 28.13 16.13 1813 1 N E .�' AS ' 0 PINP M1Lar.O y, . _ • � �WMO �i -�L�-(, 45 30.57 rOiF WAIFR dRWI/.D -a k Mao PRM 121 9 YfL N$A i Fd1MWN 2 Na PnM FFlnare L�' ° Yy�Ly,'.- 46 T Ap,1 a eFInEFA i nrs @ fxlM.onv "i Ku, -d'•a "'• .y� .� 47 29.87 33.20 29.43 28.83 LP7 2883 20.71 LP1 74,.83 20.71 ��%J�As rtP w. Rn.N.o Y Ifmawr p, D vim•' �A wwl. T V 26 4B lP2 26.63 LP2 20.63 �s $1 xlssTanveNlar i1W TH 4 B ",;wAtaealNRunaN Paid)' Th71 . YLS./ " 1� NOW/FORMERLY OF ?. Na. ,y dA. WLU M. THESE FOIIXTAM P 0 N D m , / 1°0° � 48 & MWAM F. HEANEY Y m 1 N g m �n xARa EOEE miT4no fe =o,y :,1. •N / / 26 50 30.17 33.40 28.65 29.15 29.05 28.05 17.Ob 17.05 g ams xr. iM e p •,s D m ,n 67 30.17 A x4nw P wAa RFs +� ✓ vfWF ® °l: x1Aa ° w. wAlElffaVlnuN xW N ZA LTO. F 3600 2957 2907 1B 9] q ✓ 6a1a A � �� 4�PFtas�q ® la °Atm . OW/FORMEIeLY 0 52 31.17 5.45 30.38 29.88 29.78 28.79 17.78 17 537'13'30"E (DEED) n $ D ^ ; g y 7s S37'0430E ACTUAL 221.47 w"" P 13 s n, n w ° E Fga.a W oa ° u iEa 44 - a4EV N3T13'30"W LE se 6e 2967 54.65 29.27 28.71 zes7 2867 1ss7 16.67 400 00' ter, p7� E °g 4 Fr li A`Fcc° :. `^w �liC l NOW/FORMERLY OF STRUCTU .E TAB w .N ryv�-f N m a a4 o g da "• ROMAN CATHOLIC; OUB UNITS eta LEACHINp OA E%P. TEACHING 60R SAP. 30 6678 28.67 3470 29.28 26.79 28.69 28.69 16.88 16.69 \W 1 eFs e 6 i n / i°Pa"O' p Q O Q / C i�9 e ^ CHURCH OF M0. INVERT 7D RT N 0 POOL INY.LP. INK OOL BOLL . BOi. A f:fn N �°y y x O wu.N. •+44Ai / ( \ f9SI •re�(h SACRED HEART 1 3. 6B 30.67 34.45 30.21 28.77 LP1 29.87 29.61 LPf 27.67 21.81 O e g • (f7` V M 4+ , „ N 8 iMM 4Pr o I� 61 114 30.77 34.20 2965 28,35 29.25 28.26 17..26 17.25 37 B0 lP2 29.51 LP2 21.51 C vx.,•._p y a).e fi' o •'� Ef 9 / e.,y a Ari \ ■I O, ® 1 I g 716 29.67 61 O f"T`''•'S O • PRM 82 3400 29.01 , 28.51 28.41 28.29 18.41 16.29 IA 1 716 29.87 62 37.67 y TH A nes N a t o IsMoso 32 35.30 30.23 28.73 29.63 28.63 7.83 7.83 rp N 1} if tn, iFlrar.l 4' A q d ^ N aM '� 11(r K f5'WATF1f 117 29.67 03 30.67 M) 1r MM •'4�, am:1 "� p7,eUlrxT 83 3476 29.17 . 28.87 28.57 26.57 16.57 16.57 64 30.17 Z 4pe° 1 �e, � 43r I■5. of ,• wp a B A l0l A •ea °,. W 118 30.17 33 3415 29.07 28.67 28.47 20.47 76.47 76.47 °r°.Ps •,a� d EDM 2 �q rAM 5 i� 7a °�'"A P11M I 64 119 30.67 35.66 30.31 2861 29.86 29.88 17.55 17.88 TH# PALM " fflF�a74 E rr5•axw r•m�aew `� Pin► • �7/, R° aEe.O W L" 120 31.07 65 29.67 / E Aa NOW f0 LY OF 41F4L°"^ '^� PNaR NL • • 4yh iru•a7A / \ � ( 3 122 3867 , 34 3540 2861 2811 2901 2907 1701 1701 LONG ISWID-I7'RETMOS INC. iC �/ �• �P 4r 04 y•ia n w•S. i 1 I� 85 3486 30.27 29.77 28.57 29.67 17.67 11.87 `\ 67 31.77 66 31.67 30 29 2 18 29 MN w w va d wn."rs �• le A 1■ 1 wn•u,s+ 7a 68 123 30.17 3426 29.96 RB.36 29.22 20.22 77.22 17.22 �` 3503 3068 3D 3B 3023 iB 3 e0% N '• d' ,. O I O 38 70 3017 bt / "�';'4..�, u2\ �p •4a'15�E'�v' aF 4Y I7 9 FN • r, 87 124 29.87 34.06 28.23 28.73 28.63 28.63 ifi.83 18.63 35.85 28.67 29.17 29.07 28.07 77.07 17.07 A / w� o Y`N •^ W '4' �4rN A FPA 3 IF�n.I A To \\ w4'"` ^ f(] 126 30.17 }420 28.76 28.26 29.12 28.96 17.12 16.98 71 30.67 U " I M 4x uyN �,`-L L. = \ F Awn n z7 \ • $ m u N seA RM�M mala E vnPA 7f ° A to N 66 126 30.67 37 72 30.67 36.35 30.39 2968 29.79 29.79 17.78 17.78 al.o •sm \ 47 ar ® N \ 7■5• P •0 6 m.nw \ AEa 9 O PAaF 7z 89 127 31.77 34.40 30.61 30.31 30.21 30.21 15.27 18.21 38 73 30.67 36,0 30.38 29.89 29.79 29.78 17.78 17.79 \ " °0 ° 4 T1°w'• 'r i ^ 7a 128 30.87 74 31.17 N O "".4 fa I '1'°0 ° if " N Q f \\ Iz B u H ae e Ara 1'O n e 70 34.40 29.87 2x41 28.37 28.31 17.31 17.31 39 75 St.i7 36.10 30.88 JD.89 30.38 30.27 76.27 1827 129 30.17 I ,. 7 " m O 4 6* 16A.�4P • / RS A O O A _ I iMa1.9 les t _- • �' \ 71 130 29.87 33.90 29.38 2B.Ba 28.79 28.67 16.79 16.67 N B Rt PAM PAM /aA 34.10 29.73 29.23 29.13 29.13 17.13 17,13 40 76 3867 34.50 30.43 29.93 29.83 29.03 17.83 17.83 O O !a9 4 / "�•kea • � Na. y e 'R a fFLV%P FMa1.e � y y`•`°�' -� I, 72 131 30.17 77 30.67 0 W I ,4ggA, nM 2 PRM G� / mneme 47 36.10 19.85 29.35 29.25 29.25 17.25 17.25 ve r7UNA STA sa•i • 78 30.17 • 4. FNDS.e a n a,17.0 4 PPMaSEa f*I I 9D °•'({°• / / \ / cRnsl a4, • "ie \ 133 J0.17 34.05 28.69 28.78 29.OB 28.09 17.08 17.09 42 79 29.67 38.00 28.31 2861 26.71 25.71 16.71 16.71 _ nyn 73 134 30.87 43 80 30.17 34.20 29.57 20.07 28.97 28.97 16.97 16.97 _ yLs wcc�s°sCno. R'• Is 135 30.17 81 30.67 _ 34a5 29.65 29.15 29.05 29.05 17.05 17.06 1 '2009.51' (DEED) 136 30.67 44 82 31'77 34.25 31.19 30.69 30.59 30.59 16.68 19.59 N36'54'20"W 1 I I I NOW/FORMERLY OF 1 0 I '20 22' (ACTUAL6 1 75 137 31.17 35.26 30.61 30.71 30.01 30.01 18.01 16.01 83 31.67 \ O k LO, NOW/FORMFJtIY OF 138 30.17 64 31.17 O O 4 A1D0 k LdIISE .NEI OO NOW/FORMERLY M0 OF O 78 3610 29.28 26.78 28.68 26.68 16.88 18.59 45 34.30 28.87 28.31 28.27 29.21 17.27 17.21 NDW/FORMQtLY OF NOW ORMERLY OF NOW/FORMFALY OF L I PAUL M. h CONCETfA I 6My a EBOR 138 29.67 as 30.17 NOW/FORMERLY OF COOK, NOW/FORME9LY OF FlA8RO8KY, DEMBRO6NY EXISTING PRIVATE HENRY A DEBORAH I I NOW/FORMERLY OF I 65 30.17 HIGHLAND ROAD CORP. W OAWD A. I DRRNEY, STANLEY JR. STANLEY JN. OVARHCFIL, 48 34.40 28.98 29.49 28.38 29.25 17.39 17.25 ND ROA PL 1 Z h DONNA M. FRANCIS A 15V SANITARY RADIUS WATER WEU• JOHN & ISABEL B30.1 a MARIE D. FROM CENTER OF (TYPICAL FOR it) BeB 3117 47 3620 30.73 30.23 30.73 30.70 16.13 16.10 89 31.67 O � WATER WELL V) 48 eD 3D.e7 W (TYPICAL FOR 11) 91 3D.17 34.20 29.81 29.31 29.13 29.21 17.73 17.21 I I J DRAINAGE AREA RUNOFF CALCULATIONS REQUIRED ae 92 30.17 3610 28.73 29.23 29.13 29.11 17.13 17.11 DRAINAGE RUNOFF CA CULA,TIONS PROVIDED 93 39.67 DA 18 135,462.74 BF 50 35.40 30.07 28.67 29.47 29.47 17.47 17.47 DID S G ILY PRC UNITS: DA 1 27,200.08 SF DA 10 88,573.98 SF 94 3t t7 Pervious 20,381.33 SFx 0.3 =c 6,10840 SF PeMous 44.795.61 SF x-0.3 - 13,430.68 SF PeMoue, 81,872.24 SFA 0.3 = 18;607.67 SF !N I FACHING POOLS 95 31.17 - -- " adrv+ FAMILY UNITS 51 34.20 30.31 29.81 28.]7 29.71 17.71 17JI Impervious 6,838.76 SFx 1.0 = 6,838.76 SF Impervious 27,317.91 SF x 1.0 - 27,317.87 SF Impervloua '83,212.81 SFx 1.0 = 83,212:81 SF SIFDA 1 12847.16 SF x D.5' = 6,473.58 OF STORAGE REQUIRED 96 30.67 - •' EDIT - Total Runoff Area = 12.947.16 SF Pond 28778.78 SFx 1 0 = 79.78 SF OrOv Total Runoff SFx 0.7 = 8911845 SF 8,473.58 CF / 100.88 SF/VF - 64.17 VF e7 39'67 SANITARY FLOW CALCULATIONS: 150 GPD/UNIT x 2 uNAs = 3OO GPO = 5 x 100.88 x14' ED = 7,061.60 OF PROVIDED 52 3430 29.41 28.91 28.87 26.81 16.81 16.87 300 GPD % 2 GAYS = 900 GALLONS Total Runoff Area 87,217.06 SF De 28.87 ALLOWABLE SITE FLOW (USE 1200 2GALLONDAYS SEPTIC TANK NS X 4' LD.) DA 1A 17.392.90 SF DA 19 48.801.44 SF USE: (5) 12'0 X 14• ED POOLS 53 98 29.17 33.50 28.49 27.89 27,89 27.69 15.08 15.89 9011.165 SF X 756 X 300 GPD/UNrr = 22,625 GPD Pervious 11,959.85 SF 0.3 = 3,587.80 SF DA 71 95.341.57 SF Pervious 17,240.45 SFx 0.3 = 5.174.54 SF foo 30.87 300 GAL/1.5 GAL/SF/DAY = 200 SF OF WALL AREA REQUIRED Impervlaue 5,433.25 SFx 1..0 = 9,0433.25 SF 21.75 SF Pervious 47,603.03 SFx 0.3 = 74,280.91 SF Impervious 24,416.52 SFx 1.0 = 24.416.52 SF DA 2 21,657.44 SF x 0.5' = 10,828.72 CF STORAGE REQUIRED 54 3436 29.81 28.41 29.31 28.21 77.37 17.21 20.000 SF/UNIT 30 RING 1. 25 L/SOF HEIGHT Total Runoff Area Impervious 20,703.58 SFx 1.0 = 20.703.58 SF Gravel 7.136.47 SF x 0.7 - 4.995.53 SF 10.828.72 OF / 100.88 SF/VF - 107.34 VF 101 30.17 PROPOSED FLOW 200 9F/25 25SF/Fr= 6 V.F. Off-Site 4,178.26 SF x 0.3 - 1,253.48 SF Total Runoff Area 34,586.58 SF 7 x 100.88 x14' ED = 11.198.56 OF PROVIDED 102 30.67 (USE: F/2% ,2•SP/Fr - 6 V.F.NO POOL) DA 2 46.579.43 SF Total Runoff Area 36.237.97 SF 55 35.75 30.35 29.85 29.76 28.75 77.75 17.75 DA 20 48.278.06 SF USE: (7) 72'0 % 16' ED POOLS 163 31.17 739 PRC UNITS 0 750 GPD/LINK = 20.850 GPD Pervious 35,602.84 SFx 0.3 = 10,680.85 SF Pervious 23,093.77 SFx 0.3 - 8,928.13 SF 104 29.77 CLUBHOUSE: POOL AREA 2000 SF Impervious 10,976.59 ISFA 1.0 - 10,976.59 SF pp 114, 51,007.47 SF CIF66 3610 2873 28.23 29.17 28.11 is.tt t6.N Total Runoff Area = 21,657.44 SF Pervious 16,304.41 SF x 0.3 - 4,891.32 SF Impervious 22,407.82 SFx 1.0 = 22.40.67 IP DA 3 6 723.97 OF / 00.85 SF/VF8= 56.74STORAGE REQUIRED 106 30.17 GYM AREA 1.000 SF 0 0.3 GPD 30D GPD AAULTI FAMILY AFFORDABLE UNITS• s7 109 31.77 3s.zD 3D.ea 30.38 30.29 3ose 1e.ze ,e.za MEETING / OFFICE AREA 7.500 SF 0 0,06 GPD/SF 90 GPD Impervious 21.483.88 SFx 0.3 s 21.483.881 F Gravel 2.778.87 SFx 0.7 = 31 27942 SF 5 x 100.88 x i4 ED = 7,061.60 OF PROVIDED SYSTEM FOR 4 B II nING UNITS DA 3 24.060.47 SF Off-Sit 73,2Area BF x 0.3 = 0.32075 IF Total Runoff Araa = USE: (5) 12'0 X 14' ED POOLS 58 107 30.17 3400 28.67 2807 27.97 27.87 15.97 ,5.97 INDOOR AND OUTDOOR POOLS 75 BATHERS 0 5 GPD/BATHEfl 176 -PD GANG �-- Pervious 18.003.62 'SFx 0.3 = 5,401.09 SF Total Runoff Area 30,326.95 SF DA 21 106.895.58 SF 105 31 7 21.615 GPD 150 GPD/UNIT X 4 UNITS - 600 GPD Impervious 6,046.85 'SFx 1.0 = 6.046.85 SF Pervious 43,024.00 SFx 0.3 = 72,907.20 SF pp 4 23,74659 SFx 0.5' = 11,872.30 CF STORAGE REQUIRED 709 31.67 TOTAL PROPOSED FLOW 600 CPD X 2 DAYS = 1,200 GALLONS Total Runoff Area = 11.447.84 SF DA 118 19,716.21 SF 59 36.20 30.77 30.27 30.77 30.17 78.17 18.17 :.SEPTIC TANKS PERMITTED ImpeMous 50,61166 SFx 1.0 = 50,257.92 SF 11,872.30 OF / ' ED 12,10 = 1 OF P VF 110 31.77 (USE 1200 GALLON SEPTIC TANK H'0 X 4' LD.) Pervious 4.486.41 SFx 0.3 = 7,345.22 SF Gravel 13,813.86 SFx 0.7 = 9,828.58 BF 8 x 100.88 x 15' EO = 12,105.60 OF PRONGED 111 28,57 900 GAL/16 GAL/SF/DAY = 4DD SF OF WALL AREA REQUIRED DA 4 54,832.46 Impervious 18 370.29 SFx 1.0 = 19.370.21 SF Total Runoff Araa 72,69688 SF USE: (B) 12'0 % 15' ED POOLS 60 3670 28.37 2881 28.71 26.77 18.77 7x.71 LEGEND: Pervious 44,411.24 ISFA 0.3 = 13,323.37 SF Total Runoff Area 18.718.21 SF 112 30.67 8•■ RING = 25 SF/Fr OF RING Impervious 10.421.22 TSF A 1.0 - 10,421.22 SF DA 22 43,827.03 SF DA 11 36.237.97 SF x 0.5' = 18.118.99 OF STORAGE REQUIRED 400 SF/25 SF/Fr - 16 V.F. Total Runoff Area = 23,744.59 SF DA 12 367,468.46 5F Pervious 28,533.69 SFx 0.3 - 8,560.11 SF 18.118.99 CF / 100.88 SF/VF = 179.61 VF (USE: (2) 8'0 % 8' E.D. LEACHING POOLS) 12 x 100.88 x14' EO - 18,158.40 CF PROVIDED B C s:•• SEPTIC TANK DA 5 154,093.95 SF Pervious 146,285.38 SFx 0.3 = 43,885.61 SF Impervious 3,708.28 SFx 1.0 = 3,708.28 SF SCDHS REFERENCE No. C10-06-0013 A Pervious 63,157.19 SFx 0.3 - 18,947.16 SF ImpeMous 56,660.82 SFx 1.0 = 56.660.82 SF Pond 11.585.06 SFx 1.0 - 71,686.08 SF USE: (12) 12'0 X 15' ED POOLS vO LEACHING POOL IB HO Impervious 75.290.11 SFA 1.0 = 75.290.11 SF Pond 158,520.26 SFx 1.0 = 158.520.26 SF Total Runoff Area = 23.853.45 SF T 1 L OF OF S 12'0 x 8' EO GYM AREA 7.000 SF 0 0.3 GPO 300 GPD Gravel 15.848.135 SFx 0.7 = 70.95266 SF Total Runoff Area 259,066.69 SF TOTAL OF OF STORAGE PROVIDED = 78,986.44 OF 4 oell91o7 REVISED AS rlSf acnxa COMAB89 RES EXPANSION LEACHING POOL Total Runoff Area 105,189.92 SF DA 23 15,176.47 BF ® MEETING / OFFICE AREA 1,500 SF 0 0.06 GPD/SF 90 GPD DA 13 12,972.74 SF Pervloue 10,757.46 SFx 0.3 = 3.227.24 SF OA ib 20.484.38 SF x 0.5' 8 =101.43 CF STORAGE REQUIRED a wlmlm IsvtlED 4,9 Fel acOHa aDN.feN18 iE9 CATCH BASIN INDOOR AND OUTDOOR POOLS 75 BATHERS 0 5 GPO/BATHER 375 OPO 10,232.78 OF / 100.88 = 701.43 VF 'TOTAL = 765 GPD DA 6 57,158.66 SF Pervloue 659.41 SF x 0.3 - 784.00 SF Imparvioue 4.419.a SFx 1.0 = 4.419.01 SF REs DRAINAGE PIPE 765 GPD X 2 DAYS = 1.530 GALLONS Pervious 31,505.15 SFx 0.3 = 8,451.55 SF Impervious 12,359.41 SFx 1.0 = 12,359.41 SF Total Runoff Area = 7,846.25 SF USE: /2'01X,IN ED POOLS OF PROVIDED y ozRslo7 FENI9®A9 PER 9.aDHA COMMENTS (USE 2000 GALLON SEPTIC TANK 10'0 % 4' LD.) Impervious 22,670.67 SFx 1.0 = 22,678.57 SF Total Runoff Area 12,543.41 SF 1 izl2110e tiEMaEO4,e Fl3f af•nYA COA6Bn9 LOURE9 SANITARY PIPE 765 GPD/1.5 GAL/SF/DAY = 510 SF OF WALL MFA REQUIRED Gravel 3.012.94 SFx 0.7 = 2.108.06 SF DA 24 41.144.16 SF DA 23 7.646.25 SF x 0.5' = 3,823.13 OF STORAGE REQUIRED FEYODN er, MULTIFAMILY 76 RIND 1 25 sF/FT of RIND Total Runoff Area 34.231,17 SF DA 14 14.879.14 SF 3,823.73 CF / 100.8B SF/VF = 37.90 VF No fMTe AFFORDABLE 7e5 SF/28 SF/FF = 20.4 VF Pervious 9.862.14 SF A 0.3 = 2.984.80 SF Pervious 32,141.82 SFx 0.3 = 9,842.49 SF +-_ OWN.BY' J DA 7 83,007.87 Pond 4,996.20 SFx 1.0 - 4.996.20 SF Imparvioue 9.002.54 SFx 1.0 = 9,002.54 SF 3 x 100.88 x 13' ED = 4,236.96 QF PROVIDED OVERALL SANITARY PLAN 5- (USE. (2) 5'0 X 11 E.O. LEACHING POOLS) PeMoue 35,078.68 x 0.3 = 10,523.66 Total Runoff Area 7.961.08 SF Total Runoff Area 18,845.03 SF USE: (3) 12'0 X 14' ED POOLS _ GRAPHIC SCALE Impervious 41274.34 x 1.0 - 41,274.34 tiDr vi�r FaR DATE e1' a. Gravel 6,654.66 x 0.7 = 4,658.26 DA 15 50.676.22 SF OA 26 pervious .74 SF OA 26 27,477.80 SF x 100 = 13.738.80 CF 19 VF E REQUIRED ipt V y,gE^ A,\ THE HERITAGE AT CUTCHOGUE DATE' 1/77/s Total Runoff Area 56,456.26 Pervious 43,158.82 SF x 0.3 = 12,947.95 SF PeMoue 39,823.14 SFx 0.3 = 11.857.08 SF 73x 100. OF / ' ED = SF/VF = 136.19 VF 0 P C so loo zoo 4a° Impervious 7,516.40 SF x 1.0 - 1.518.40 SF Imperviaus 10.209.a SF 01.0 = 10.066.2 BF g x 100.86 x 7fi' ED = 14,526.72 CF PROVIDED W 0Y sa o = USE: (9) 72'0 X 16' ED POOLS � �d an°°A�D AT CHK'D BY' S• DA a 38,336.88 SF Total Runoff Area 20,404.35 SF Total Runoff Area '22.086.22 SF ; CUTCHOGUE PeMoue 16.881.62 SF x 0.3 = 6,064.49 SF DA 16 52,209.75 SF DA 26 56,241.66 SF DATE' 1/O/ ImpeMous 18,462.09 SFx 1.0 = 18.482.09 BF IN FEET Grovel 2,993.17 SFx 0.7 = 209.62 SF Pervloue 27.377.37 SFX 0.3 = B,213.21 SF Pervious 2&135.18 SFx 0.3 = 8,440.65 SF TowN oF= BOUTHOLO. SUFFOLK COUNTY. NEW YOgK JOB Nw ODD: ( Total Runoff Area - 23.736.10 SF Impervious 21.106.41 SF x 1.0 - 21.706.41 SF Impervious 14.659.99 SFx 1.0 = 14.659.99 SF NOTES: o1BTgfcT 1000. SECTION 102. BLOCK 01. LOT 33.3 No.- Gravel 3,725.97 SFx 0.7 - 2,608.18 SF Gravel 858.26 SF x 0.7 - 600.78 SF 1. ALL DRAINAGE PIPE TO BE 18" RCP 0 1X 'fie � �; pp RLE No.' APPLICANT: DA 9 80,527.50 SF Total Runoff Area - 31.927.80 SF DH-Site 12.588.23 SF 0.3 = 3,776.47 BF MINIMUM SLOPE UNLESS NOTED ON PLANS. NELSON DC POPE NOTE OWNER: Total Runoff Area 27.477.80 SFS• Pervious 29,361.35 SFx 0.3 = 8.808.41 SF 2.ALL UTILITIES ARE SUBJECT TO APPROVAL BY THE .•+ CADD 0002E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE Impervloua 44,099.20 SFx 1.0 - 44,099.20 SF DA 17 142,215.12 SF = APPROPRIATE UTILITY COMPANY. ENOINEERS • SURVEYORS PROPERTY OF NELSON & POPE. UNAUTHORIZED ALTERATIONS OR NOCRO, LTD. THE HERITAGE AT CUTCHOGUE, LLC Gra Total Runoff Amu 57,854,47 SFx 0.7 = 67,854.47 SF Pervious87 SF 68,597.68 64.837.52 SFx 1.0 = 84.837.52 SF Total DA Runoff 1.308,56605 SF 672 HALT WHITMAN 0427-ROAD, 620MELwwnelsonpoY. -ZIBB SCALE' Or ADDITIONS TO THESE DOCUMENTS AREA VIOLATION OF SECTION (830427-5865 FAX(638427-6920 www.nNeanpopacom SH OOF 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS 140 EAST MAIN ST. 1721-D NORTH OCEAN AVENUE Gravel Runoff Area SFx 0•.7 - 9156277 SF WILL BE PROSECUTED. RIVERHEAD, NY 11901 MEDFORD, NY 11763 M S0. 7+50 STA. 6+60 jl6i 20' tnd 20 APPROACH ISLAS APPROACH SLAB EPDXY COATED 42' HIGH OECOMTVE RAIMND q WIIOED FARE FABRIC A8 OIIIECIED BY OMNL'R ; 4' X1 W4 XW4 100.wtt FOR a'CIL Bwmt yyGtd d 7LLM7L PC FU REF fN0 RFAJ PROP. ROADWAY FlLF180 W ASIIC II aII TOWN ASPHALT BOAC AS PERASPMLTROADASF TOWN SPECIFICATIONS WO WA MW - --------- — — -- _ 31.15 I I — 7R I .:+ASSHSHOWN I I i i Ham 0 ASSHSHOWN FC I F N U— L WADED I I •AD k BRAYEL I I II II I I HW 24.o xw aA.o I STAMPED CONCRETE I I I YANG WALL STAMPED CONCRETE I I PAl7FSN8 SPECIFIED BY OWNER WWALL ED I I I I PAT ERNS SPEOF1ED BY OWNER II rL __1 , rL _ -1� IIIII I I MV 17.0 I I INV}7.@ LINW I� I I fl4P �W OF D c II LINER TOP FOUNDATION I I I I I I WED STONE W -9i• CEAN GRAVEL) OF A" SCALD 1• .S• 4Y HIGH DECORATIVE RAILING AS DIRED10 BY OYMER (TVF) EPDXY COATED MELDED WIRE FABRIC 4'SX 4• W,B X W4 100 ODA EOITON) FOR PECK SYSBiI 260' 4F , GRASS R.C. d STA. 7+60 R GRASi• WALK CURB 4Y H D 5 X S EPDXY AS DIRS OBYAOTWVEMLING 2X OSX FUTUflptOSURFACE FABRIC lly mp) MI N 760 FFOUXDECK S&EM 700 p.R . Wi1Fl N'iBll' ^'1 •FILTR FABIWC(TVP) FlL1W FABRIC (TVP) . . y .. .-.......,�.v..... ......... v ......... ...v....v :t ...s.:.. .vv......vL.' ..... .. I • :1 II Y RCN flE I(N"C PFA OE SLBO2PE ODS PROF. ROADWAY 1.27XGM1Ed2RA 1F WEEP N4170 N O 11-0D.C. (T .) INV 30.07 _HW_ ...• -5--�_� EL RS•C ASPHALT ROAD AN PER MIRAFI N 780 \--wGu. RAM .;+ TOWN SPECIFICATIONS (TVP.) .� STAMPED CONCRETE •,: ____ __ EL N.0 FILTER F � SAND k a1AW°1 I � GNE WALL F��` ______ ._ PATHS SPECIFIES BY OMER ; .. " :T — ` e. 0O7TOM 230 , C ABA• SHOWN HW ZR.O .AGA•SHOWN:: 10 WEEP HOLES ASPHALT ROAD AS PER W EL 24.0 ... GRADED S„ANQ k SRAPEL ` 4.METE" HOES ': - ———— 24P NH SPECIFICATIONS 011•-P 0.0 (IVP.) —� 24'P TD STAMPED CONCRETE STAMPED CONCRETE STAMPED CONCRETE VANS WALL NG WALL PATFRNS SPECIFIED BY OWNER INV 27 YANG WALL TAME EL 20.0 '� 2A'P I'_ ' PATTERNS SPECIFIED BY OWNER LIN GI'LlRAZE SPECIFIED BY OWNERi INV 20.0 • RCP i. . D 2i.0 i STATIC WATW . •, • °:' EL 20.0 ____)j________�=--1__ •, ' �� � .. BOTTOM VF__�-------J___________ .! �/���� �C /�� E�I•� w, , POND EL 17.0 . I I �i cTm G^E OF FONT'." . .. WV 17.0 . . ......... SCALE 1 �6 _ .......................................................... ............. :.. MNG WALL BOTTOM WNDAIIW RAKED �■RF/�k� /�(�—Q QiF HEA�WAL.L 42•HIGH OWORATIVE RAILING �IEP4ED BY OWNW EPDXY COA7E0 WEEDED PARE FARGO gj (ASW A-11R, A-46'7,LA'IESF EMTON) t3 1%P FOFORXOICKt00 q.R G, EYS161 � J . $ 6• CURB GRASS CUED if ' W 7.0 X CRASS 2X yL flC FUNR G SURFACE f fEl®FORBDQBT It3< .,. „ .�.• .. uIflAFl N 7 - } 'f l HER IN IaO 4 5107107 LiFR FAIPoC (M� _ RM STUMPED WALL .. L ( ) t E 0712W07 ti:Y®CLIB IICIW AB PEAaENf SUR _ --------------- _ ______ _ __ STUMPED CONCRETE . . �•'• 2 51211M YANG. CRAM- �:u• .a',' IMP OF RETAINING WALL 30.0 REWW A9FWBGDliB fAlkE311B LOUD TOP REMINDLAYOUTPERCLOW ORM OF RET...WALL EL 30A 1A N+FP H .. y xEtp xa� •n'-I•oA. (TVP.) • 7 txlaE/ae •n•-6• as (7YPJ ------- ----- :, aW2MDe IABND® W „- __________________________________________________ RCP YELL WADED SANG k WAVIL� `' BR Na DATE Tw' 21W ;. LIN .,L:_; _ ___ ___________________________________ ____________ _. . ...•': SUTTON OF PWD El. 2F.0 T 0TT041 u" ------------- HEADWALL SEC110NS BOTTOM OF PWD El_ MO -----------------------------"-------------- 1-Oq THE HERITAGE AT CUTCHOGUE DATE+ 1/17105 SffTUATESD AT CwD BY: Lj CUTCHOGUE DATE 1M,05ios TOWN OF 801,1TMOLp. SUFFOLK COUNTY, NEW YORK �/Y ION � AR_ i.JCAM p16"FF•i1GT 1000. SECTION Y02. BLOCK 01• LOT 33.3 FILEN �C{.ISI\/I�SCALE: 7• .`rl Ta -r CADNOi NELSON 8E POPE �,,� ENGINEERS • SURVEYORS 572 WALT WHITMAN ROAD,MELWI.E,KY.11747 M SCALE AS SHO FEP (WD 427-5.85 FAX(WO 427-5620 wwwAwWw POP=xn SFCEF 25AGP17 © OOO NOWOMRIME OF W I WW/TORYGiLY OF --- I — 6FATE a BERTHA IWRC2EWSU W FRANK MACHINCHICK 1,901.44' �, ? (7 nV S 51.1355" E 0 ]' '"` ° • u n ,2 a ,• • • .� [`I NIW° RY D'Z UU1 \ .° m A E ae " ® " u a n v n e c •:a. # ° umPOND N S 49.47'45" E " t 273.68 NOW/FOIWIDiW OF (MAT FaWAC MY INC D KEY MAP SCALlr-CUB ASCE x . ' ° ♦� is � c • \. r• rl \ MAS FE . A ° I° Ira . r o A \ �� E \ 1 O e "'Y` CVO T— „ S 49.47'45" E 95.00' mom° GRIFFING STREET O \ r• ,r w " POND O N i ■ L� `,n � I- Qr ° � y, � O •yam •• "" ® A IS1tT�,ION ` ' ° Ja/ '/ `SFS—sF—sF�SF-�F � D \ it • `�Nd'�^� / 0• w �p wAl 1 �Y IlT M N •'In •,A9y.U. B F TETT uIDAAnox ,•, > ' • • '" •Yft„ "" P7 NOW/FOfl11ENLY W ti A F°� �`�_��—� "�`o�+°r faIMTAx ♦p w "" N I� Ii ME POND A;WWW F. HEANEY' I�w r� •" E ° y"\ MMosC EEOOE i • 0 [V roYOF 5--��5�15�_ _�M1E�_ W,m�•oA mx `a d S 49'56'35" E f ° ° a (n NOw/MFDOMC y M - K \ 221.47' a m P ° ° ° +� / ° n N 49'56'35" W 400.00' W ° n � �� "� .. NN° u C p O r Q r u mF E ♦ °R011A I GAMY W I�� 11 a SII 6 b v O y gWMdl OF °ACR® HEART M � N ORLY OF 1 � � �:o : •pr ° iN A ' w � -- Z w �� E � •a J m w / A A w www u A O °°°��•���777ttt W A et �:{}y,�let,+_ y, \ x . °A'C•���'� u °• ' a � 4 \ °", \ _ EYANDS INC. Lo 01.)M " / ) . \ u 4f ~ w ® \� ' ty w u u " •1. A " O " a `\ [V 12 MO 1 c \1}yi • n Te N t A O ® " u E 1. " to • •� M N ° "u �"o ° rf.l r eN®N, NrN _ 2,010.62' T N 493725" W I NOWAT°NMERLY OF y�/Fpy PAUL M. k WNCETTA p HId11.AND ROAD WRP. W NOW/FMU.,ENL�Y CF I NOW/FIXWERLY OF I NOW HISEPLY OF I NBW BORM Y OF I I NOWA9UNEWCE, QMENLY OF NC M QUAWR�Y OF k YMIMNG AT. I J I N�/FORN� N DF I k�t�E STABLE JR HENRY k DEBORAH JOHN k ISAR& DAVID A; OMNA FRAMD6'J. STANLEY JR STANLEY M. AlDO k LOUISTi m I I I I I I Imo ) ... , qr i an n h LEGEND �F— SILT FENCE CONSTRUCTION FENCE 0 PROPOSED INLET PROTECTION III PROPOSED STABILIZED CONSTRUCTION ENTRANCE 4 Simla °E'®FdIT W BT RED O 03192/07 IEM®CLA3FIOLEAS191C iN x Will IET'®AB PHi B.ODHa COI!•6TIB wuni8 I WWI" KNEED ur01RF91 rA8lF BRINES 01124105 ElAlrlt®TOTOWNOF°WOIG.D WI Nn DAM FEAN,= B° EROSION CONTROL PLAN °N" ll JM GRAPHIC SCALE � rbw DSCIi W. SJR w0 ° 00 00 xco THE HERITAGE AT =CHOWE DATE: fro/0 100 EDvw1®AT CHCD SY: SRI CUTCHOGUE DATE: 1m�Ds ( IN FEET ) ' TOWN OF 801.a'fHOL_O, SUFFOLK COUNI'1'. NEW YORK OIE3TRICT 1000, RECTION 102, BLOCK 01. LOT L .3 .pR No+ 0002 NOTE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE NELSON POPE "°` PROPERTY OF NELSON & POPE. UNAUTHORIZED ALTERATIONS ORcADD 000268P DDI7O'THESE DOCUMENTS ARE A VIOLATION OF SECTION ENGINEERS • SURVEYORS ATIONSDDI OF THE NEW YORK STATE'EDUCATION LAW. INFRINGEMENTS 672 WALT WOMAN WAD,hBYll�NY.tt747 2W r'I00 (DSO 427--9= FAX(630477-5520 BNANDeYolpopol SHIl 230E 27 WILL BE.PROSECUTED. 2' MINIMUM LENGTH CONSTRUCTION FENCE SHALL MANUFACTURED OF sec OR WOVEN WIRE FENCE MIN. 14 1/2 POLYETHYLENE�OR POLYPROPYLENE OF 2" x V ENE WITH A NOMINAL 2" x 4" NflR ALTERNATE RNATE WEIGHTGAUGE. MAX. MES CHT RECTANGULAR MESH OPENING OF NO'GREATER THAN s7aN 6' H SPACING) 1' x 20. FENCE SHALL BE 48' HIGH AND SUPPUED IN CLCLOTH 7 10' MAX, CEN, TOC / 36" MIN. FENCE ROLLS OF AT LEAST 50' IN LENGTH, COLOR SHALL BE EN. POSTS, DRIVEN MIN. "INTERNATIONAL ORANGE".� :•y.'' ,; 2" X4. SPACER 16' INTO GROUND 72" MIN. FENCE 'F +�+•.yti:i VARE MESH 10' MAX. CEN. TO CEN• PO5T5, DRIVEN MIN. MLTT "'k• ���\��%%� 24' INTO GROUND Ta PTFE Z � ii viii - m - i OilPIN, PERSPECTIVE VIEW / WOVEN WERE FENCE (14 1/2 36' MIN. 2" X 4" ANCHORS IS' MRH FENCE POSTS SPACING) WITH CLOTH OVER OR EXCAVATED AREA ( AS REWIRED) PREFABRICATED SILT FENCE PERSPECTIVE VIEW /// f-- - I GEOFAB, ENVIROFENCE OR z 2/" IT �4/V.. APPROVED EQUAL 2 72' MIN. / "UrT Fl•OW GROUND o UNDISTURBED FENCE POSTS .. g CONSTRUCTION EMBED FILTER CLOTH FENCE ® 1, , MIN. B' INTO GROUND 9 z CLEARED EXCAVATED DEPTH. �o MIN P -MAX Y STANDARD SYMBOL AREA UNDISTURBED BELOW TOP OF INLET HARDWARE- SUPPORTED BY SECTION GROUND CLOTH FOR HARDWAR AND 7H TO AT BFDIYQIT DEWAIEMNG MDRAINAGEOVEMENT. � MESH /". H / CONSTRUCTION NOTES FOR FABRICATED SILT FENCE STANDARD SYMBOL 4! - 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U TO FENCE POSTS WITH WIRE TES OR STAPLES. TYPE OR 2" HARDWOOD 2. FILTER CLOTH TO BE FA57ENED SECURELY TO FENCE WOVEN WIRE, 14 1/2 GA. CONSTRUCTION FENCE DETAIL // CRY WIRE ENC WITH TIES AND MID SECTION. 6' MAX MESH OPENING NOT TO SCALE 4 X 4' SPACER EXCAVATED DROP INLET PROTECTION SCALE: NTS J. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, CONSTRUCTION NOTES FOR PLASTIC FLORESCENT ORANGE FENCE ADJOIN EACH OTHER THEY SHALL BE OVER- MIRAFI 100x, STABI- LAPPED BY SIX INCHES AND FOLDED. UNKA T14ON OR APPROVED NOTES CONSTRUCTION SPECIFICATIONS EQUAL 1) THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION FENCE IN LOCATIONS AS REQUIRED BY THE DRAWINGS 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED UNIT: GEOFAB, CURB GUTTER INLET PROTECTION STRUCTURE NEEDED AND MATERIAL REMOVED WHEN ENVIROFENCE OR APPROVED AND SPECIFICATIONS OR MUNICIPAL AUTHORITIES �2. GRADE APPROACH TO THE INTEL UNIFORMLY AROUND THE BASIN "BULGES' DEVELOP IN THE SILT FENCE. EQUAL 2) THE PRIMARY PURPOSE OF THE CONSTRUCTION FENCE IS TO CLEARLY DELINEATE A CONSTRUCTION AREA 3. NEEP HOLES SHALL BE PR07ECTED BY GRAVEL AND PROVIDE SOME MEASURE OF PROTECTION FOR THE SURROUNDING' NATURAL AREAS. IT IS NOT DESIGNED SCALE' NTS 4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES OR INTENDED TD BE AN INPENETRABLF BARRIER TO THOSE INTENT ON ENTERING THE CONSTRUCTION'SITE CONSTRUCTION SPECIFICATIONS FILL BASIN WITH STABLE SOIL TO FINAL GRADE, COMPACT IT PROPERLY SILT FENCE DETAIL INSTALLATION AND STABILIZE WITH PERMANENT SEEDING. i. FILTER FABRIC SHALL HAVE AN E05 OF 40-B5. MAXIMUM DRAINAGE AREA 1 ACRE CONSTRUCTION FENCE SHALL BE INSTALLED BY WEAVING FENCE POSTS VERTICALLY THROUGH AT LEAST THREE Z WOODEN FRAME SHALL BE CONSTRUCTED OF 2" X 4" CONSTRUCTION NOT TO SCALE (3) MESH OPENINGS (TOP MIDDLE AND BOTTOM OF FENCE) AND DRIVING POSTS WITH A &B. HAND DRIVING GRADE LUMBER. HAMMER (OR EQUIVALENT] FLUSH WITH THE TOP OF FENCING. POSTS SHALL BE AT AN INTERVAL OF NO 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH GREATER THAN TEN FEET. FENCING.SHALL BE SECURED FIRMLY To EACH POST AT THE TOP, BOTTOM AND MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. MID-POINT WITH WIRE REMAR TIES. WHERE LENGTHS OF FENCING ARE JOINED, A POST SHALL BE WOVEN THROUGH IT SHALL BE SHAPED AND SECURELY NAILED TO A 2" X 4" WEIR. BOTH FENCE SECTIONS AT THE JOINT, WITH TIES FASTENING B07H FENCE SECTIONS TD THE POST. FENCING SHALL 4. THE WEIR SHALL BE SECURELY NAILED TO 2" X 4" SPACERS BE STRETCHED AS TAUT AS PRACTICAL BETWEEN FENCE POSTS WITHOUT INORDINATELY DEFLECTING POST'S. B INCHES LONG SPACED NO MORE THAN 6 FEET APART. TEMPORARY OPENINGS IN CONSTRUCTION FENCE INSTALLATIONS SHALL BE PERMITTED FOR ENTRY OF WORKERS, SLOPE 2"x2' WOODEN MATERIALS AND EQUIPMENT. SUCH OPENINGS SHALL BE SECURED AT THE END OF EACH WORK DAY IN THE 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED TOE-OF- STAKE OR CUT SLOPE OR NEW MANNER AFOREMENTIONED FOR JOINING FENCE SECTIONS. BY 2" x 4" ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE TIS EMBANKMENT POSTS: STEEL EITHER T OR U INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. REBAR SLOPE VARIES) MAXIMUM DRAINAGE AREA 1 ACRE , ( II TYPE OR 2" HARDWOOD [SEDIMENT o EXISTING CONTAINMENT I BOUND GROUND? iO 2" x 4" WOW FRAME AREA 2'x2' STAKES. HAY BALE FLOW __ 1 2-PER BALE DRIVE ~~ STAKES FLUSH 't DUST CONTROL NOTES MAX 1 NOT TO SCALEEND TO STAKED & BUTTED to BOUND PLAN HAY BALES PLACED BEDDING DETAIL DEFINITION �_ ON CONTOURS The control of dust resulting from land-disturbing activities. 1 - ti BOUND HAYANGLE FIRST STAKE TOWARD PURPOSE BALE PREVIOUSLY LAID BALE To prevent surface and air movement of dust from disturbed soil surfaces that may cause off-site 50' MIM. 2'x2" WOODEN damage, health hazards, and traffic safety problems. EXIST'GE%IS7'Q .- STAKE OR y5 REEIAR GROUND) 3' _ CONDITIONS .WHERE PRACTICE APPLIES / 6' MIN. '• i--� 1 = _ MIN On construction roads, access points, and other disturbed areas subject to surface dust movement AMA`• MOU�ERM sT and duet blowing where off-site damage may occur if dust is not controlled. FILTER CL07H (OPTIONAL) DESIGN CRITERIA PROFILE FABRIC Construction operations should be scheduled to minimize the amount of area disturbed at one time. 50' MINI. 14 Buffer areas of vegetation should be left where practical. Temporary or pennanent.atabilization - ANCHORING DETAIL measures 'should be Installed. No.spectfic design criteria is given; see construction' specifications EXISPD i below for common methods of dust control. GROUND - _ STAKED HAYBALE DETAIL CONSTRUCTION SPECIFICATIONS ROP INLET STANDARD SYMBOL.. >. vATx GRATE _III-I Vegetative Cover - For disturbed, areas not subject to traffic; vegetation provides the most practical .� �:?:;:•}i;:_ ;;:.:j.;?r;•'.�r�"""'••'':'•':":'':""•'•"1�'• - �: a _ NOT TO SCALE method of dust control. Temporary seeding shall be as follows: "' " - '- '- _ ,•• _ „ a) Rye Grass (Annual or Perennial) at 30' 11 per acre (0.7 lbs/1000 SF) PLAN VIEW W _ b) Certified "Aroostook' Winter Rye (Cereal Rye) at 100 lbs. per acre (2.5 Ibe/SF) 0 0.0 B BMaED FABRIC " Use Winter Rye if seeding in October/November. STONE SIZE - USE 2' STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. Mulch (including grovel mulch) - Mulch offers a fast effective means of controlling dust. 2. LENGTH - NOT LESS THAN 50 FEET _ GATHER Snrgy Exp Adhesives - Examples of spray adhesives far use on mineral soils are shown in the fallowing ---- _ AT CORNERS 1' MIN - . . - • - . table: 3. THICKNESS - NOT ((LESS THAN SIX (6) INCHES. WaterT a of Apply 4 PONT TS WHERE N6`RESS OR EGRESS OC OCCUBUT RS LESS THAN THE FULL WIDTH AT -III I 4 1s!m!m Material Dilution Nozzle Gallons/Acre rOMEOFORMW RES OUIRIM Acrylic Polymer 9:1 Course Spray 500 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING FILTER FABRIC DROP INLET PROTECTION e VJ2VOG «� �� Latex Emulsion 12.5:1 Fine Spray 235 OF STONE. CONSTRUCTION SPECIFICATIONS SCALE: HIS 2 �SVaO IEYY®A8PLAY=P eCWU LWRi® B. SURFACE WATER N ALL SURFACE WATER FLOWING OR DIVERTED TOWARD NG IS 1 t4lowae u7aurPaLCLsrr MIs Resin in Water 4:1 Fine Spray 300 SiRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS 1. FILTER FABRIC-SHALL HAVE AN EOS TI 40-86. BURLAP MAY .IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE'PERMI7TED. BE USED FOR SHORT TERM APPLICATIONS. DOTZrlOa YXYTT®MTOWN opsounXXD - gI 2. CUT FABRIC FROM A CONRNUOUS ROLL TO ELIMINATE JOINTS. IF Nn DATE REVISION Water quality should be considered when materials are selected for dust control. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO ME NEXT STAKE. 9 Y WALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACTED ONTO PUBLIC RIGHTS- 3. STAKE MATERIALS WILL BE EVENLY WILL BE STANDARD 2" X 4" WOOD OR EQUIVALENT. EROSION CONTROL DETAILS OWN'IF`` JM SpIinkli00 - The site may be sprayed until the surface is wet. This is especially effective on haul OF-WAY MUST BE REMOVED IMMEDIATELY. METAL WITH A-MINIMUM LENGTH OF 3 FEET roads and access routes. Pon B. WHEN WASHING IS REQUIRED. IT SHALL R DONE DI AN AREA STABILIZED WITH 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A IT GE � L•E� oG Dam ATEI�- &!R Stone used for construction roads is also effective for dust control. STONE AND WHICH GRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WTHM IB INCHES DEEP. SPANS GREATER THAT 3 FEET MAY BE PORT. THE HERI HERITAGE AT CV 1 CHvA.7UE Da76 1fl7/D5 WITIi THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. aruA.�AT 9• PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND CHK'D BY, SJR Barriers - A fence or Similar barrier can control air Currents at intervals equal to fifteen times the EACH RAIN. BACK FILLED. IT SHALL BE SECURELY FASTENED 1O THE STAKES AND FRAME. CUTCHOC3UE barrier height. Preserve existing wind barrier vegetation as much as practical. STABILIZED CONSTRUCTION ENTRANCE 6. A 2" X 4" MOD FRAME SHALL BE COMPLETED AROUND THE CREST T� TOWN OF eAOLJT1yOL0. SLJFF OL IC GOULVTy, IVEyy ypgK DATE 1/D/p$ MAINTENANCE OF RIE FABRIC FOR OVER ROW STABILITY. NO'c• r7rE3TR10T IOOO. RECTION 102. BLOCK CH. LOT 33.3 JOB NX02 MAXIMUM DRAINAGE AREA 1 ACRE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE INC' Maintain dust control measures through dry weather periods until all disturbed areas are stabilized NOT TO SCALE PROPERTY OF NELSON a POPE. UNAUTHORIZED ALTERATIONS OR NELSON Sle POPE � - ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION CApp OOD268P 7209 OF THE NEW YORK( STATE EDUCATION LAW. INFRINGEMENTS ENQINEERS is SURVEYORS WILL BE PROSECUTED. 572 WALTWFfIMAN ROAD,MELVL1.-N.Y.tt/47-2YB SCALE: 7-tDa (BBO 427-5WS FAX(e3D 427-5820 wwwneIM a mwIIIOF 27 i I , xOw/FtKiL1SE"Y F aERw RCZE55N1 , FwwFKSTUA�anNa lac 1.9 1.44 ?' n pC 2 a 1. S 51'13'55" E WEAT EEAYNc aY az- 2 d' N NBr�EY OF KEY IUT N 1 AP N oul.,.Asr t \ SCALE r-OS MILE O zz S 49'47 5" E \ao ze z z 27 .68' HOMOOENixOOF LD Ip ze za za y �* y 2z � z ze z. z , yb o TH#3 as ,? 24 ze ao �e?* S 49'47'45" E 3E 39 \ m 95.00' GRIFFING STREET w TH#5 22 II N' TH#4 x N M NOW/FORM M 2 y WILLIAMM.B®E V \ Q WWAM F. HEANEY e S 49656!35" E NowANTOI.M. OF 221.47' ,, N 49'56'35" W 40 00' 2e W ro� NOW/FOR AIN a A, J2 ROMAN OMHOIIC \ • f7 CHURCH M I CD SAMm HEART n TH#6 . TH#8 h BORING *GGRADE BORING `�7GRADE BORING 08GRADE TH#7 � 0_0 ' TOPSOIL EL 34.4 0.0' TOPSOIL EL 35.0 0.0' TOPSOIL EL 32.25 SILTY LOAM SILTY LOAM SILTY LOAM, TRACE - GRAYISH BROWN SILT (SM) W $ _ 1ANOF EYS TNG _ COURSE TO FINE BROWN COURSE TO FINE BROWN _ N LIGHT BROWN SAND AND - LIGHT BROWN SAND AND COURSE TO FINE BROWN GRAVEL, OCCASIONAL GRAVEL, OCCASIONAL LIGHT BROWN SAND AND � -5.0' LARGE GRAVEL (SW) ' 'r Ij O . -5.0' LARGE GRAVEL (SW) -5.0 GRAVEL (SW) n C4 zs d . . .M - COURSE TO FINE BROWN _ O � r to LIGHT (SAND BROWN =s Ra 3q _ GRAVSLT (SP/SM) OF _ AND LIGHT BROWN SAND - AND GRAVEL (SW) 2,010.62COURSE TO FINE BROWN _ 4'9'3 " I O xM3jTMMERLvODF O -1 O.D' AND AND GR LIGHT AVELW(SW) ND -10.0' -10.0' O R. NOWMFRLY Oi le PAUL M Y IS ^"+ p i �q I ae NOW ERLY OF NOW/FONMFRL NOW/FMMEALY OF NOW(/�a�^�p^yEALY M NOW/FORMERLY NOW//FEqpNRMFALY OF Q NOWj/���MMmLY OF -15.0 -15.0' -15.0' \ ` NI !MORNING� z DINNEY. ETIM SXY ERMHRDSRY BMSAM. BTA9UIOEWCZ, p WARRCFIN, - _ STANLEY JR. STANlE1'Jit. AIDO 4 LWISE HENRY h DEBORAH a. JOHN ! ISASO. J DAVIS FRANCIS AL .IS MARIE G O w EXISTING PRIVATE EL - - p (1YPICAIR FOR 71) (n - - 0_ 0] - -201.0' 150' SANITARY RADIUS - -20.0' _20.0' FROM CENTER OF ' WATER WELL . -25.0 -25 (TYPICAL FOR 11) END OF BORING 25' O" '0' -25.0' NO WATER ENCOUNTERED END OF BORING 25' END OF BORING 25' - ` NO WATER ENCOUNTERED NO WATER ENCOUNTERED TEST BORINGS BY TEST BORINGS BY TEST BORINGS BY SLACKE TEST BORING SLACKE TEST BORING SLACKE TEST BORING 12/5/06 12/5/06 12/5/06 BORING 't I GRADE BORING JUL 0% GRADE BORING 03 GRADE BORING 04'GRADE BORING 05 GRADE 0.0' SILTY TOPSOIL EL 34.2 0.0' TOPSOIL EL 34.60.0' SILTY TOPSOIL EL 28.5 0.0 SILTY TOPSOIL EL 34.3 0.0 SANDY TOPSOIL EL 23.9 _ _ SILTY LOAM _ SILTY LOAM SILTY LOAM COURSE 0 FINE BROWN _ SILTY LOAM - - - SAND, SOME SILT, SOME - _ GRAVEL SM - - - COURSE TO FINE BROWN COURSE TO FINE BROWN COURSE TO FINE BROWN - COURSE TO FINE BROWN - COURSE TO FINE BROWN LIGHT' BROWN SAND AND - AND LIGHT BROWN SAND - AND LIGHT BROWN SAND LIGHT BROWN SAND AND SAND AND GRAVEL, GRAVEL, OCCASIONAL _5 0, AND GRAVEL (SW) _5 0' AND GRAVEL (SW) -cJ 0' GRAVEL, OCCASIONAL -5,0' OCCASIONAL LARGE OWNER: APPLICANT: _5,0' LARGE GRAVEL (SW) _ LARGE GRAVEL (SW) - GRAVEL (SP/SW) _ NOCRO, LTD. THE HERITAGE AT CUTCHOGUE, LLC GRAPHIC SCALE _ - - _ COURSE TO FINE BROWN 140 EAST MAIN ST. 1721-D NORTH OCEAN AVENUE tao o so ,ao sao wu - COURSE TO FINE BROWN - _ - COURSE TO FINE BROWN _ RIVERHEAD, NY 11901 MEDFORD, NY 11763 AND LIGHT BROWN SAND _ AND LIGHT BROWN SAND AND LIGHT BROWN SAND AND GRAVEL (SW) 4 s/m/m °"BDA NEW, i AND GRAVEL (SW) _ _ AND GRAVEL (SW) - A mizym RE,WED CUATIIdIEABFt3i flBJf B.N ( IN FEET ) -10.0' -10.0' -10.0' tt/oI/oe Rflt®� YourP9icuEM ORM-10.0' -15.0' -15.0' B�.E,®TGTONNaPAE�tn A -15.0' -15.0' 08194106 ONES REVISION Br GROUND WATER -17.6' - EL 6.3 - _ _ TEST BORING LOCATIONS D"" R" DBC'td ITr. EJR THE HERITAGE AT CUTCHOGUE DATE 1m�D5 _ -20.0' -20.0' -20.0' BIN AT CHILD BY, &ER -20.0' -20.0' CUTCHOGUE -25.0' -25.0' -25.0' DAZE 1m�o5 -25.0' -25.0' TOWN OF 80L,THOLO. SUFFOLK COUNTY. NEW =S- _ NOTE: GROUND WATER WATER _25.6�EL 8.6 END OF BORING 25' D" END OF BORING 25' 0" OISTRECT 1000, 86CTON TO2. E3LOCK Ol, LOT 33.3 JOB No: 0002 END OF BORING, 25' 0" NO WATER ENCOUNTERED NO WATER ENCOUNTERED FILE No, THESE PLANS ARE AN INSTRUMENT OF SERWCE AND ARE THE NO WATER ENCOUNTERED - NELSON Slt POPE PROPERTY OF NELSON k POPE. UNAUTHORIZED ALTERA710NS OR TEST BORINGS BY TEST BORINGS RI TEST BORINGS RI TEST BORINGS BY CAS' 0°D ADDITIONS TO THESE DOCUMENTS ARE A NOTATION OF SECTION TEST BORINGS BY, SLACKE TEST BORING SLACKE TEST BORING SLACKE TEST BORING ENGINEERS • SURVEYORS 7208 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS SLACKE TEST BORING SLACKE TEST BORING 12/7/06 12/5/06 12/5/06 $72 WALTWFAX(SM497-W2ITMAN ROAD .WIE.ELY.'IF147�lIIB �A� T"10°' WALL BE PROSECUTED. 12/7/06 12/7/06 (SBD.127-5585 FAX(880427-5820 nWw+MYotWAP" ' eF�T z40F 27 THE HERITAGE AT CU TCH OGU E CUTCHOGUE, NEW YORK - TOWN OF SOUTHOLD w a NOW/FORMERLY OF NOW/FORMERLY J ESTATE OF / ORMERLY OF FRANK MACHINCHICK BERTHA KURCZEWSKI 1 ,901 .44' 00 S 51 '13'55" E — J _ — _ -- — — o Wto __ NK ZJ / r, N -- -- PUTRNG GWEN U ^ BUNKER N J v DU LEX DU LEX DU LEX DU LEX DU LEX DU LEX DU LEX DU LEX 1 NOW/FORMERLY OF O y W Y 1 / DU LEX DU LEX DU LEX DU LEX DU LEX DU LEX DUI LEX DU LEX DU LEX '� p zMMA, M W • r ` CHANCES J. R JEAN T. T W O [O ^` oL Y r r Y r N C) (O } v `Fk W Y •POND. ` r ` W CJ 9rwPIWtl Ona for N — X 3$ X 1 QJ O P MAGE vFM1IaM T SGITN • r r r • • Y W • • YWW ma mon N 49°47'45" °""^ m z � r r • 1 3 BAY NO ORMERLY o • • ` r ` 273 68 MNNTENANCE D OF O r n / T o � � c • GO O A B C A B C A B A B C A 8 CA B C A . rY • W W 35• K 60' T J z (ND HATCHED MEA INDICATES A B C V W • ` Y POO'- Lf� (D N LMDSCMED BERM - REFER TO . O SH _ EET LS-2 FON BERM 1 1 DETAIL UJ 1 Wee Jp x 9 • VVWY •• WYrYVW •WW •WW YYW •rW YYW •rV W•• WYr •• W♦ VW YW YW• •W YV `W • YY +r• YYYW Wr YY W •YY •rr `W rW W r �Q. DW `Y W•r YWVr•Vr••r `rrrr VYVrW• r•• •r rW• •rr WrWr •• W• •W rr• r• YYr W•r Wr Y•r•rW WYr•rr WWY WY `• W• Yr . • TENNIE C R15 pyNV =7'` r • rrVWr VVWVW ♦ ` YVrr • VrV + • rV • • Wr • W • • r • 3 P 36' 12 95. 00 ' Y Y Y V r V • WY W WW W W r W W `"�' T' Y �• (,� j W Y r . Y Y r • W r Y • • r r W r Y r . • r W r W • r W W • W r Y • r r W Y V W Y r r t { FNN S W • Y W • • W W W W W Y W W Y Y .Y W • r . r r Y W Y r . W Y Y • W W r 1 ET Y • r • • W W W W Y V W • Y Y W • V W • V • r • • r W • Y W Y • W Y W W r • W Y V Goo W W W W • • W W W W W W W W W Y �W W W W W W W Y • W W W W Y W W Y W W W • W W • r Y Y W r V Y Y W V V W V r V Y V r r r W r W W W r r • • W • W ♦ Y r r • • r r W r W Y W • r r W r • W W Y WPOND • Y VAI/ r Y r W • Y r . Y • � r Y r r POND Y W • W W� r X r W W •� W W W W W W Y . . r r W W W r W r r r . W • r Y r • • • r W . 1�1 J r • Y Y r • Y Y Y V • Y Y • W r • r V • V r • r V W Y W • Y W V r V V • r r r •PON© 1ORMERBEEBE ( 1 O V • r • W r r Y W V • W r W V Y w Y W • Y W Y W W • W Y r r W Y r Y r r W W W �/y{�I Y •W r Y , V r Y Y r V W Y W V r Y Y r r Y W W Y . V V r r Y r . V . V V r V V V V Y V V \ n \ iY A NILLIAN F. HEMEY ➢ ` r r • v • r r r • r w r U n r r r r r W W Y • r r • Y • W • V • r 1 r • Y V r W Y V • W V V V V V • V V Y W • Y W r • r r W V V W Y Y r • Y • Y W Y • r V r r r • Y • r r r V V W r V r Y Y • W • Y V r r W • V r r Y W • r Y • r U y r V • r Y Y W W W Y W • V W W • W • • • W Y r W r • r Y • W W Y • W W • r • Y Y r W V \ V S 49'56'35" E r r . rr r r r Y • Yrrr r � WVr • r Y r • r Y • r r • Y r r r Y r r � � \\ N N o i� ` Y • Y Y Y r ` r UFc D W Y • r r r r r • r r r r r • ` r 221 .47' 1 � W W • W Y • YWWrW VY ` W ` W W W W W W ` W ` Y W W W • W Y Y W r Y W W r • rW — 1 • Y Y V Y r W r Y r V Y W Y • r Y W W • Y r W Q T W NATURE TRAIL V/ w 49'56'35" W 400.00' N —� U A B C A B C A 8 C A A B C q B C A B C q \ � W � o r bl 11 I (p NOW/FORMERLY O E � z O V I O ARTO LTD, E NOW/FORMERLY OF a; d RGAM CATHOUC p '$ o CHURCH OF -p �„ SACRED HEART c n n 0 I ik - ry n 1 W C A B C A B C A B C A B C A B A B C A B C fA B C O O n M a C_) LOM r _ c� Ljm 80 100' BUFFER AREA 201 ,932 S,F. / V) HATCHED ME INDICATE: N 49'37'25' W 2,010.62 •o W HATCHED AREA INDICATES L- a. LANDSCAPED BERM - REFER TO LANDSCAPED BERM - REFER TO a S DETAIL LS-2 FQR BQiM No FORMERLY OF w / Q DETAIL ET LB-2 FOR BERM NOW/FORMEflLY OF NOW/FORMERLY OF NOiWEMROSKY. OF NOW ORMEflLY OF NOW/FORMERLY OF NOW FORMERLY OF NOW FORMERLY OF '.'pa date; HIGHLMO ROAD CORP. Z COG(, OINNEY, DEMBROSNY, EMBROSKY, BARSAU, SNEIBY, S NOW/FORMERLY Q I NOW/FORMERLY R7ICEUY OF A MOHRING RT. OAWD A. FRMG9 J. STANLEY JT. STANLEY JR. ALD)! LWRE PAUL M. &CONCETTA HENRY t OESORAH O WMTCSAB OCTOBER 2005 Q h DONNA M. A MARIE C, JOHN A ISABEL O scale; J ? OO I = 80'-0" I Q drawn by, Of C m KUEHN checked by; 'z a project no: n g yl cz, 2500 SITE DEVELOPMENT PLAN & � 1 " = 80'-0" C sheet # CREAT PECONIC BAY LS - 3 KEY MAP drawing title SCALE,1' • 04W OVERALL LMDCSAPE I 9 LELAND CYPRESS 0 6'-0" O.C. PROPERTY LINE WHITE PINE 0 0'-0" O.C. PROPERTY LINE -- ------- - - --- HOLLY BUSH - 4 0' HIGH 1=GUM - 4'-0' HIGH HOLLY BUSH - 4'-0' HIGH AZALEA 0 4'-0' O.C. 00 HOLLY BUSH - 4'-0" HIGH AZALEA 0 4'-0' O.C. ♦ NOLLIE BUSH - 4'-0' HIGH OC ILEX BUSH - 4'-0' HIGH LIJ OD ILEX BUSH - 4'-0' HIGH HOLLY BUSH - 4'-0'XI N I ED ` ♦ ♦ ♦ a r ♦ ♦ ` � '� ^ (CI . LD 11111 J 1, !L '� Srp • � LSO � I oW m2 (n � � Lil a_ 0 nI/ a GO . FOUNTAIN GRASS //Jy�� '" [ I O N Z, (o QN BERM' PLAN U PROPERTY LINE WHITE PINE OR LELAND CYPRESS 0 6'-0" O.C. — REFER PLAN ABOVE FOR SPACING ALTERNATE ROWS OF FOUNTAIN GRASS — REFER TO AZALEA, HOLLY AND I PLAN ABOVE FOR SPACING > ILEX — REFER PLAN ABOVE PINE NUGGET MULCH 3'-0" MIN. HIGH BERM o TYPICAL BERM SCREEN PLANTING o8 L9� RAISED BERM wl � 20'-0" cy O } S � BERM SECTION zo QLLTLL W CO O C' O z U I¢ O O W D a S U date, AUGUST 2006 scale: 1/4• drawn by; . C.W,Kuehn checked by; FI project no., 24000 sheet # I LS - 2 drawlnq tate LANDSCAPE PLAN THE HERITAGE AT CUTCHOGUE CUTCHOGUE, NEW YORK — TOWN OF SOUTHOLD Z xow/fOflMEflF OF NO OF I J FRANK MACHINCHICK I I BERTHA KURCZEWSKI , 1 ,901 .40' I w Z S 51 '13'5511 E� ........ /7 B A A E C BUNKE0. PUTTING GREEN ;,� ` J 0 � r A V D E NOW/FORMERLY OF O v 4 C =AHARA, cc A B � E ^y I O CHMLES J. k JEAN T. O W C C W W W W W,w <r c� U o f WWWW I'y:? W N growled area for N — x'� maNtenanu wM1icM O `L�9' 1 dab � D W WW W WW W WW w WWw W®W` W WW WW iS 49'47 45 OF (n U m Z 3lBAY NFORMERLY 273 MxO SOUTHOAI.A' AGo Lt q A L7 W W W W W W w Ia Ln IL .�� Ns I, II � h I i II ' w w', A�? I Q � i p , A A i I C I '� �F'o- li i W W1. W WI I 36' K 80' � nr All B' C , � o Q z. HATCHED AREA INDICATES A R I, �. N SCAPED BERM REFER TO M/ O LAD O Q 11 1{II SH T B-S FOR BER 1 11 M W W EE L E N ET 36 0 AIL O E E W W W lEN W w W W 10 NO ,t)74 E '�W W WJ cn 95. 00' 1V' p E p C D WWW A n� W W W W WWWWW W W W W W W W W W . W Y o A W W W FFIN S E. I W 160 W W W W W J �V "BTW W W W W W W W Y V V B B A W W W W W W V W W W W W W W W W W W W V W W W W W W Y W W E /� p W W W W W W w W W W : , W w W W W W W W W W W W W ' W W W i W+�O�T W W Y W W W W L +W'TC� W W W W W W W W W W NOW/FORMENLY OF W W W W W W W W 'W W W W W W W W YIM,�.MY�WII'� W W W W W W W •W W W W W W W W W WILLIAM M. BEEBE W W W W W w W W W W W I W k WLLIAM F. HEANEYA V W V W W W W W W W Y W W W W W V W W V W W W W. W W W W W W W V W W W W W W W W W W W W W W GIIVI IW1 "� W W W W W W • W W W W W W WW W W W W W W W— 1 / 1 11 W W W W W V W W B E W W W W W W W W W W W W W W W W V W w W W W W W W W W V W W W W W V W W W J` J'\W W W W S 49'56 35 E W WWWWW WWWW WWW N C WW WWW WWWW WW WWWW WWWW YWVW 'YW N A W W W '" W W W W W W W 221 .471 W W W W W W W W D W W W W W W W W W W V W B Q C w C B E WWWW WWW WW ` p = /� B W I N 49'56'35" W 400.00 NOW ORRMERLY or ' EW W W W W W` 2_``I LTD. B A E E D A B W _ <� Lrj WWW ° as � � C C E ICY) It A A ® D D c6 0 z t E CD I� NOW/FORMERLY OF A A D A A ( A I 0.WCHURCA CH OF SACRED HEART A E I N w o � A D A -Ln o A A A o0 N I C E C B A z E A A D A A C B D B B E A 01 �. 1 co I N z � r N 49'37'25" W 2,010.62' �o W HATCHED ARE INDICATES ' HATCHED AREA INDICATES LANDSCAPED B RM — REFER TO I LANDSCAPED BERM — REFER TO I • I HATCHED AREA INDICATES a SHEET LS-2 F R BERM SHEET L$-2 FOR BERM LANDSCAPED BERM - REFER TO d DETAIL DETAIL SHEET LS-2 FOR BERM DETAIL 4tP� I NDW/FIXiMONLY OF W NOW/FORMERLY OF I NOW/FORMERLY OF I NOW/FORMERLY OF I NOW/FORMERLY OF I OW/FDRNEBLY OF I NOW/FORMERLY OF I NOW/FORMERLY OF NOW/FORMERLY OF d ' HIGHLAND ROAD CORP. Z CON DIVINEY, DEMBROSKY, DENBROSKY, BARSAO, SHELBY, STASIUKIEWC2, Q OUARTCELLI, k MOHRWO RT. J DAVID A. FRANCIS J. STANLEY JR. STANLEY JR. ALDO k LOUISE PAUL M. k CONCETTA HENRY k DEBDRAIH Q OCTOBER .OG k DONNA M. k MARIE C. JOHN k ISABEL O Ld scale; I I m I I I T N I Q drawn bo KUEHN checked 6y; project no; $ ,�tzsoo SITE DEVELOPMENT PLAN O 5hed # 1 " - 80'-0" GREAT PECONIC BAY C KEY MAP drawngtti SCALE: l" = 0.5 MILE OVERALL LANDC ,PE 1. THE A.I.A. GENERAL CONDITIONS ( A.LA. DOC. A201) ARE HEREBY MADE AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN R IN FULL. 1 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED SINGLE FAMILY DWELLING MODEL " B - 1 " DIMENSIONS. 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS, IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE HIERITAC E AT CUTCHOCXUE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED, 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB AND THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARI- ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD COND- ITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREP- ANCIES UP TO 2'-0" IN ANY MEASUREMENT. CUTCH 0 G U E NEW Y 0 R K 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL z CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING 00 TOWN O F S O U T H O L D SUFFOLK COUNTY THE OCCUPANCY CERTIFICATE. 6. THE SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING w � � I ' AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST I" 'D DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT D v ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. U ,. 7. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER SANITARY OR UTILITY UNESAN AREA. OF. NEW FOUNDATIONS AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED O� UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN `O >_ �, P R O J E C T T I T L E / L 0 C A T 1 0 N OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME k � x AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF O Ld HIS WORK. T M z LL 8. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET / ^ 1 1 Demolition work shall be done in strict conformance with local and ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, V / o' state regulations, PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL U. 0 OK OWNER: HERITAGE AT, CUTCHOGUE, LLC 2 Perform oil demolition work in accordance with the regulations of PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. W del ANSIa/NEPA 241-1975, Building Construction and Demolition g, MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, _ Operations, LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE _"-� - BUILDING USER/TENANT: 3 Provide all temporary barricades, railings, lighting, etc. required to rr protect the workman, owner's personnel. and others from injury AND RELOCATE ANY PARTITIONS, WIRING PLUMBING AND DUCTWORK /�/ �( . 0 " due to the demolition work. Provide free and sofa passage of THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, LL ?co, persons to and from areas and facilities which are to remain. TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. iN, 4 Perform the demolition work in such manner as to prevent fires. 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING Remove oil accumulated debris promptly. Disposal by burning will OF NEW AND EXISTING AREAS. INSTALL AND REMOVE ( AFTER not be permitted on site. All debris shall be disposed of in a legal, COMPLETION ) ALL TEMPORARY SUPPORTS , HEADERS AND DUST workmanlike manner. Do not bury materials on site. SCREENS TO ADEQUATELY SUSTAIN ALL LODS AND PROTECT TYPE 5 — WOOD FRAMED 5 All salvageable materials and equipment including fixtures, EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. CONST. CLASSIFICATION; furnishings, and decor items shall be stored and protected from 11, FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING damage until the owner determined the course of action to be ROOFS, WALLS AND PENETRATIONS, TO TO FORM A WATER TIGHT OCCUPANCY: DETACHED SINGLE FAMILY DWELLING taken with same. ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND 6 Notify affected utility companies before starting Work and comply EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. with their requirements, FIRE HAZARD: LOW 7 Do not disable or disrupt building fire or life safely system 12, ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS without Provide dust—tight OF THE NATIONAL ELECTRIC CODE AND N.Y. STATE BOARD OF FIRE prior a dus notice a the owner.rtitions between areas where demolition work UNDERWRITERS. THE FINAL_CERTIFICATE OF APPROVAL MUST BE FIRE SPRINKLER SYSTEM; N/A 8 t-tight pa MODEM is being performed and areas which are finished ora use. PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. ,. rn 9 Conform to procedures applicable-when discovering hazardous or 13. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL PROJECT DESCRIPTION; CONSTRUCTION OF NEW TWO contaminated materials. DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE 10 Conduct demolition to minimize interference with adjacent OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL STORY DETACHED SINGLE FAMILYDWELLING,, WOOD occupancies. MATERIALS. 11 Cease operations immediately if structure appears to be in danger. 14. REQUEST FOR FINAL ' PAYMENT MUST BE ACCOMPANIED WITH A Notify architect/engineer, Do not resume operations until directed, WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL - FRAMED WITH PARTIAL BASEMENT 12 Demolish in on orderly and careful manner. Protect existing SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. supporting structural members. _ 13 Patch all existing finishes to remain that are affected by adjacent - demolition work. ® m ® 14 Leave each area broom clean upon completion of work each day. DEMOLITION NOTES GENERAL NOTES PLOT PLAN T-1 PROJECT INFORMATION o - 1. A minimum of one wall-switch-controlled lighting outlet is required in every N.Y. STATE CODE m habitable room, hallway, stairway, attached garage„ and outdoor entrance. Exception: In habitable rooms other than kitchens and bathrooms one or more receptacles controlled by a wall switch are permitted in lieu of lighting T-2 CODE ANALYSIS outlets. 2. In every kitchen, family room, dining room, den, breakfast room, living room, T-2,1 CODE ANALYSIS parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle outlets must be installed so that no point along the floor line is farther T-2.2 CODE ANALYSIS than 12 fl, measured horizontally, from an outlet, including any wall space 2LLJ ft or more wide and the wall space occupied by sliding panels in exterior C.7 walls. T-3 GENERAL NOTES o r a: 3. A minimum of two #12 wire 20—A small appliance circuits are revired to serve V o ! " only small appliance outlets, including refrigeration equipment, in the T-4 GENERAL NOTES m kitchen, pantry, dining room, breakfast room, and family room, Both circuits V z must extend to the kitchen; the other roams may be served by one or both ofT-5 STRAPPING DETAILS them. No other outlets may be connected to these circuits, except a �, Q receptacle installed solely for an electric clack. In kitchen and dining z o areas, receptacle outlets must be installed at each and every counter space - wider than 12 in. ARCHITECTURALS — 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry a� EARTH t 1, ALL LUMBER SHALL BE 000GLAS FIR LARCH N0.2 FB = 675 PSI receptacle(s), and Jl may have no other outlets. p J1e� DETAIL NUMBER INTERIOR ELEVATION A_1 FOUNDATION PLAN = ® COMPACTED GRANULAR MATERIAL A-t SHEET NUMBER ut M.2 me MARK FV 95 PSI, E - 1,600,000 PSI, MAXIMUM' MOISTURE CONTENT < 198. 5, At least one receptacle outlet must be installed in the bathroom near the CL SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. basin and must be provided with ground fault circuit interrupter protection. FIRST FLOOR PLAN Mio 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL 6. Code requires sufficient 15- and 20-A circuits to supply three watts of power A-2 CONCRETE /1 SECTION NUMBER q DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, for ever square foot of floor space, not including garage pnd open,porch dam; A—t SHEET NUMBER B ENLARGED PLAN LATEST EDITION, areas. Minimum code suggestion is one circut per 600 sq ft; one circuit per A_3 SECOND FLOOR PLAN CONCRETE BLOCK MARK 500 sq ft Is desirable. NOVEMBER 2006 /� 3. ALL WOOD EXPOSED TO WEATHER SHALL BE C,FA. TREATED IN ® --LHl ELEVATION MARK ACCORDANCE AWPA STANDARDS. 7. A minimum of one exterior receptacle outlet is regwired (twq are desirable) A-4 ELEVATIONS Seale; - STEEL 10— PARTITION TYPE and must be provided with ground fault circuit in lerrupter protection. O DOOR MARK 4. ALL WOOD CONNECTORS SHALL BE "SIMPSON", OR APPROVED® 8t 1/4" = 1';0" ALUMINUM ��*, EQUAL. , A minimum of one receptacle outlet is required in basement and garage, iA_5 ELEVATIONS� .'.f - KEYNOTE SYMBOL addition to the one in the laundry. In attached garages it must be provided d drawn bq; ® FINISH WOOD 1Q WINDOW MARK 5. MEMBERS DESIGNATED AS "MICRO-LAM" SHALL BE MANUFACTURED With ground fault circuit interrupter protection, A-6 ROOF PLAN C.W.KUEHN (D—COLUMN CALLOUT IN ACCORDANCE WITH GEORGIA PACIFIC" STANDARDS. DESIGN Al REVISION MARK ' STRESSES ARE AS FOLLOWS: FB=2,60OPSI, FV=265PSI, 9. Many building codes require a smoke detector in the hallway outside bedrooms ® ROUGH WOOD —._PROPERTY LINE 2,000,000 PSI. or above the stairway leading to upper floor bedrooms. A-7 BUILDING SECTION � PLUMBING RISER - checked by; ® BATT INSULATION 10 ROOM MARK LEASING LINE 10. Disconnect switches are required. - 0.00 SPOT ELEVATION N2te• RIGID INSULATION Refer to the National Electrical Code (NEC) for further information on project not residential requirements, E-1 FIRST FLOOR ELECTRICAL PLAN 24000 SAND E-2 SECOND FLOOR ELECRTICAL sheet'# T- 1 MATERIAL INDEX SYMBOL INDEX WOOD NOTES ELECTRICAL NOTES INDEX TO DRAWINGS draw TITLEtJe TITLE . - -- 64'-4' XF 00z _ 00 CATHEDRAL CLG. CATHEDRAL CLC. 15'-2" X 14'-0" 15'-2" X 14'-0" of FAMILY RM. FAMILY RM. W (0 N DNn CN ^ 10'-6U" X 15'-6" I� I Y M DINING RM. 10'-6" X 15'-6" W O� DINING RM. .4- r, 3i X - XLJ ¢ I 0z I m ' w Q- O� Zry I ' III I n 11'-8" X 11'-3" 11'-8" X 11'-8" KITCUEN KITCHEN r , BATH I I BATH 15'-9" X 15'-0" I I I MSTR BEDROOM 0 is'-s" xis'-o" I I I O O MSTR BEDROOM LAUNDRY LAUNDRY I ; N n - - - - - I I I I I I LAUNDRY LAUNDRY I I I I I I G Ld M$(P BEDROOM I I I I MSTR BEDROOM X 15'^P" I I I 15'-9" X 15'-0" ? ' BATH I I BATH I I I I KITCH W EN KITCHEN 11'-8" x 11'-3" 11'-8" X 11'-3' VI I I V I I I E3 w, � I I Q o O R U O date: DINING RM. NOVEMBER 2006 10'-6" x 15'-6" DINING RM. 10'-6" x '15'-6" scale: -- 1/4• = 1•_0" drawn by: FAMILY RM. FAMILY RM IS'-2* X 14'-0" 15'-2" x 14'-0" 'C.W.Kuahn CATHEDRAL CLG. CATHEDRAL CLG. checked by: " AFFORDABLE " UNIT project no: FLOOR PLAN 24000 sheet # A - � drawing tit PRELIMIANRY i LEGEND O PROPOSED NEW WALLS - NOTE 1 HR FIRE WALL J7 �- INDICATES MIN. 50 CFM FAN VENTED di�I TO OUTSIDE AIR .IZZZZ� BEARING WALL sC INDICATES HARDWIRED INTERCONNECTED 3'-0' 66'-6' 1<k SMOKE DETECTOR 3'-9' 12'-5' 6'-6• 13'-6' 30'-4' 0 CARBON MONOXIDE DETECTOR -- CO DECT N z o z Ln 0 0 0 MSTR BATH a 00 M M M TILE FLOOR'G n 9'-0" CLG. HT. - L 00 W \ (2) " x a" 2" x 6" C.B. (z) z" X e" // (z) x" x 12" U \\ SLOPED _____-____-___- IIOf co GUEST RM, UJ 9'-0" CLG. HT. n -- - -- n '9'-6• 131-0' 23'-0' 'o „X ¢' �/ j 0 IN 8080 INSUL. GARAGE DR. iu L MSTR BEDROOM i AJS 20 - 11 7/8" F.B. x I U o �,o 2054 D.H. TRAY CEILING I \ Ln k ® 18° O.C. 7 GAR G_ ARAGF N - W 0 03 . 2" X 6" C•B. 2670 ) I (1/ ' SLOPED I +� V '\/ s.d. TYPE XWGYP`iBD.A ORWALLS m ,^. ( _ J-.LL. - . -_�,,, KJ( & CEILING OF GARAGE I C ' hPER N.Y.S. FIRE CODE AJS 2D - 11 7/8" F.B. O® 118" O.C. oINSUL. WALL W/ R-13 INSUL, wQ(3) C.B. k]< I 26702" X 6" C.B. \ 5'-2 5'-0' q'-p• • 2P 3•_p• 2'_3'SLOPED \ I --_ W av I PROVIDE CONTAINMENT 1 2. PROVIDE m I 2670 jp PAN UNDER WASHER n l I xI Y CAN UNDER TO WASTE N .----. - NE 2670 I e.d. ;y 2054 D.H. ____-1 I BAT Kn w x I 8080 INSUL. GARAGE DR. , iu m J ]ILOE, CLG. kh --- --- w J OUTSIDE AIR TO it W D m PER CODE SECT, RM-1501 av AJS 20 - 11 7/8" F.B. I 2670 ® 18 O.C. LAUNDRY SELF CLOSING i o ro 2454 D.H.-2 x ro IILE FL00R'G iu " SELF CLOSING ^ oiu N TKI CHEN p AlAI 5 U '-0" CLG, �. OOR h RATE � V-0" CLC, HT, 2670 3070 �KFT NOOK D�W CO Lil 9'-0" CLG. HT. -I- DEC s.d. II / ♦ m 3070 EXTERIO a 2064 D.H. LU 1<k � I I � I I i v II I Y OYER W/ (1) 12" S.L. I m in 5 1/4' APL T AJS 20 - 11 7/8� F.B, III i COFFERED CL UPSET'___ ® 16" O.C. II o �"_ -__-___'� a 3654 D.H. � 2'-0• 2• 14'-8' 3'-9' -- 7=-+V---- \\\ (2) 3070 POCKET - - I I \ \ \\ II J \I \ \ \\ 'v \ FAMILY RM. n VAULTED CEILING �I a 1 \ 1 (I I � N Fw0so611 v xl m I DINING RM. 1 v QFN c x in 'yl I Im COFFERED CLG. I I I o in 'II I I 9'-0" CLG. HT. �I 1 Im x I I 3054 D.H. - 2 u 0 pm 6'-10' S'-4• 6'-B• I^ l2,_1• I 15'-0' ._ m � 3654 D.H. ~ J� IAS 20 - 11 7/8" F.B. 1 AJS 2 - 11 7/8" F.B. I I I 14 I -x-16=B:C--- 5 16" O.C. —� II ILAJ I II II I :o inL-- ------------- I I r (2) 2" % •, (2) 2" K 8" (2) 1 3/4" X 11 7/8" M.C. ; (2) 2' X 8" c J r8 z � z Cvi �,. M Z M M g o p I n a S -------------- 2 G N 2'-4' 15'-3' 8'-4' n date: 9`11• 12'-1' 4•-9' NOVEMBER 2006 scale; 3'-0' 47,_11. 5 -5 13 _2• 1/4' = 1._O" drawn 64: C.W.Kuehn checked 6y, FIRST FLOOR PLAN - UNIT project no: FLOOR AREA = 1 , 950 S.F. 1 /4" = 1 '-0" 24000 GARAGE AREA = 568 S.F. sheet # A - 2 drawlnq We ST FLOOR PLAN Al LEGEND Nm C� PROPOSED NEW WALLS 1 HR FIRE WALL 1 L\ J TO IOUTS DE MIN. 50CFM FAN VENTED ' ® BEARING WALL Kn INDICATES HARDWIRED INTERCONNECTED kA SMOKE DETECTOR Q CARBON MONOXIDE DETECTOR ' CO 2'-0' 67'-6' - DECT - z _ co 00 1 w �D c,4 ----------------------------------------------------------------------------- U t'-------_-- ------------ Yom, . - � W � Q . I � I II I II xw< I I b moo . I I C O Ln II II I U D_ oDO P I STTIO STORAGE LJJ 2- I I A I I I I UNFINISHED/UNHEATED ci o I — �-. . -Z 1 1126'-0• _ lyeII N�/ I \ IL___-_-_ I 26460.H. I `\ IF------- --------------x °----------- GApBALUSING ES S AFF I I \ W/ BALUSTRADES SPACED I I ® cu r \\ AS NOT TO ALOW A 4" pIA• I o y_p• I I U y, \ SPHERE TO PASS THRU, I I I BATH I L TILE„FLOOR'C I lJ^=� 8'-0 CLO. HT. I I - \ \ CO i 2050 D.H. \ \\ PECT21 IF ® j `\ 0] U\ I • SI `D ________________ Bo m 2450 D.H.-2 X \\ U q \ yC,d, 1 1 _ _ —_—__—,_ / X r / /N ®/ 8'-0� HT. j___--- I______________o _"__-J I. - I m 2050 D,H. 6'-8' x j I �y 5 1/4" X 11 7/8" APL // I N AXW31 - / / m -1-'-.--.--_-_ iu I I AXW37 . .. GAURDRAILING ® 38" AFF__J / % PASS BALUSTRADES SPACED - I / Ao NOT TO ALOW A 4" pIA I I / SPHERE TO PASS THRIU. 4'_5' I 7'_7. I I � I I I I s.d, v FAMILY RM. Yk GAT ROOM m c j OPEN TO BELOW 8'-01' CLO, HT, I o 12'L4• I I I 2" X 0 19" O.C. I W .. F I I x --- - - I m r '------- -----'- -----------r----- - --------------------- z m Q 0 z W o I ++ W3 Q r i x W v a , 0 M date; 6'-6' 6'-6' NOVEMBER 2006 5cale 2,-0.,, 20'-5• E13'-0• 15'-6' -- 1/4' = 1',-0 t8'-7• drawn by; C.W.Kuehn, checked'by, SECOND FLOOR PLAN UNIT " B " project no; 24000 FLOOR AREA = 560 S.F. 1 /4" = 1 '-0" sheet # A - 3 drawing title 2ND FLOOR PLAN I Ili II 1 II � II z FE13 03 ro N II I ~ �N . v LD - - - - - - - - - - - - - - - - - - - - - - � � X. � ow I mZ U o0L da'ro . ON � Q oaoQO FRONT ELEVATION - - - - - - - v 1 /4 _ _ _ — , ._ ._ _ — _ _ _ — _ _ T _ _ -.J -- - -� - i T r 1" X VINYL LATTIC I � I o � c I N I _ I - - - - - - r I _ 0 u l I 3 JJ L7 U 0J 'O j NOVEMBER 2006 ' SLaICI 1/4' _ l.—O.. drawn by; �— — — — — - - — — - - - - - - - - - - - - — — - - - - C.W.Kuehn — — — — — — — — — — checked 6q: project no; L _ _ I 24000 LEFT SIDE ELEVATION sheet # drawlnq We ELEVATIONS T.O. RIDGE - 26'-0" TOP OF CHIMNEY TO BE '� - - - - - - 2'-0" HIGHER THAN ANY ROOF WITHIN 10'-0" RADIUS OF CHIMNEY CONTINUOUS RIDGE VENT -. 30 YR. ARCH. ROOF SHINGLES 12 12 302 ASPHALT ROOF FELT 9 D 1/2" COX PYLWOOD SHEATHING 9 r ' 2'X8" RR ® 15" O.C. I 0 i N 6" "AZTEK" FREEZE BOARD z 2" "AZTEK" RAKE BOARD OVER _ 'CO 10" AZTEK" RAKE BOARD rr 1 "CULTURED STONE" VENEER I I (ON NATURAL CEDAR "PERFECTION CUT" SIDING N 15# ASPHALT BUILDING FELT U 1/2" PLYWD SHEATHING Y �, 2"%6" WD STUDS ® 16" O.C. W - 2ND FLOOR ELEV. - 10'-0' toX PREFINSHED GUTTER Ac LEDDER - - - - — m W li z., OVER 8" "AZTEK" FASCIA BOARD X I � F � � � � I � � 1 � � � � � rl orb 10" DIA, "PERMA CAST" TUSCAN �- V a 00 STYLE FIRBERGLASS COLUMNS W/ CAP & BASE. "ANDERSEN" WINDOWS UNITS . 'z �. OR EOUIVALENT , r 1ST FLOOR ELEV. - DATUM 0'-0" � REAR ELEVATION - - - - - - - - - - - - - - - - - v 1 /4 = 1 '- 0" I I I I I I I I "SUPIORWALL" PREFAB FOUNDATION I I I I I I I I PANELS - PRE-ENGINEERED I I I I I I I I BASEMENT ELEV. - .. ` — — — — — — — � I 7 I I N o I J 1F I _ I I m � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 .o a NOVEMSER' 2006 i _ SLaIEI 1/4' = 1'-O" _ drawn 64: - - - - - - - - C.W.Kuehn. . - - - - - - - - - - - - — - - - - - — checked 6y: I I project not FI` I I I 24000 IL••- �- \ � � , i i i - RIGHT SIDE ELEVATION _ FEL�EVArTOtN:, STEP FOUNDATION AT � - I 1 /4n V-0"2:1 RATIO PER CODE FFI (07 76'-10' 1 LO L 00 Li 00 FID + r MSTR R BEDROOM -- ❑r---- ---� MSTR �y++ ++/, U �n + I I x x I x x x x x x A Y R 0 x x xxxx xxs xxx xxxx xxxx i x x VA LIED` OLG, - --- - -- - - -- -- - - - - --- - -- - � �, xO Z ><, x x x W VA TED G. x x xx x x xx I x x I 20 x x x x � I x x x x I x x l , ^ O � � x x I x I x I V / x x i x x xxx I x x x x i x x W �. I ,- _ I I N �, + ----- i + + ry + + ---- - - - I - --------- - --- -- - ------- i -------- - . I I I I I I I I I I W.I. C I I C . I I W.1. C I 1 I. CLO I KITCHEN I I I I I KITCHEN 9'-0" CLO. HT. I I I I I I I 9'-0" CLG. HT. I I I I ® J L 0 � O P 1 I F l I I m 1 MSTR BATH MSTR BATH g071 -F77777. B -Q=Q ® ® TH T I 0 A N RY AUL NDRY DEN / GUEST RM. DEN'—D/ GUEST RM. 9'-0" CLG. HT. 9 ' CLG. HT. �o 1 CAR GARAGE 1 CAR GARAGE LAJy r U w z u z ;W ol, - T O a date:, , NOVEMBER 2006 scale; 1/4• '= P 'o drawn by, C.W.Kuehn 12'-0' 14'-0' 121-0' L2'-10' 14'-0' 12'-0' checked by: project no: 76'-10' 24000 FIRST FLOOR PLAN - UNIT F sheet # FLOOR AREA = 1 ,514 S.F. A = 6 draWIT tale ROOF PLAN- -