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HomeMy WebLinkAboutJames Creek Landing T1^ !S)N N 6 76a .3555. J' FINAL PLAT OF 00.2. KEY MAP ���°' TYPICAL T PLOT PLAN TYPICAL 2,3L&4 PLAN JAMES CREEK LANDING �h o��� METES AND BOUNDS (NOT TO SCALE) (NOT TO SCALE) = 600' ry� NEW SUF OF PROPOSED LOTS AT MATTITUCK SCALE 1 "- 6 0 0' • PROPERTY LINE PROPERTY LINE SS F0 AVENUE MI S 48.51140" W 27.11' TOWN OF SOUTHOLD 3� ® N 57•51'40" w 41.28' SUFFOLK COUNTY, NEW YORK NEW SUFFOLK AVENUE © R=25.00' L=39.27' ® R=25.00' L=39.27' =G`,�'a ZONING E y S.C. TAX LOT No. 1000-122-03-1 .4 N o2�� pe DISTRICT.UHg 100 N 42'00'00" W 90.00' " ' SE w N 10 N © SCALE 1 =100 `SA BUILDING BUILDING G qp S7 i0• •; ® N 12'01'29" E 30.21' JULY 12, 2005 N 48'00'00" E 196.75' JUNE 1,o ® N 57'51'40" W 25.99' ; , v ; + rI MARCH 29. 2007 REVISED PROPOSED LOTS � X� SEPTEMBER 11002007DREVED ISED RBY S.C.DLHD.S. NOTICE ti\5 Jy0 SUBJECT o » Z o -z o G� PREMISES Q N 48'00'00 E 10.11 Ln g OCTOBER 13, 2007 REVISED BY S.C.D.H.S. NOTICE DATED 9/21/07 7 N 87'51'16" W Ar 0 vN 8668• 1 1 �o TOM'SO/F R=12.00' L=22.17' a� SSC A D• SEPTIC oo FEBRUARY 17, 2008 REVISED NOTES & ADDED STREET TREES 1,05 Q 51 S�4ziS3SS `v USES pU8�REAAf (5) LEACHING TANK TANK r4 Z MARCH 24, 2008 REVISED AS PER TOWN COMMENTS c��•�k0 �' �' METES AND BOUNDS x*ot WATER ® N 53'37'45" E 26.87' c POOLS ��" o? 1 MAY 5, 2009 ADDED S.C.W.A. EASEMENT 3 LEACHING JANUARY 28 2010 REVISED PROP. ROADS & LOTS y �� G� 4�° OF PROPOSED HORSE usESSHOPPING CENTER S 83'11'50" m N 53'37'45" E 53.74' m 10' 1 F,Z m ( ) PooLs a JUJULY NE 628,02010 R10 EVISED SED PBY S C D.O.H S.AREASEN SPACE CORRAL 4. PUBLIC WATER 4' E ® N 32'08'20" E 35.00' MIN. , • 224, _ OCTOBER 1, 2010 ADD WATER EASEMENT CO ��'G �0�� ZONING 4 tia / PETCO /O/F °. 41• ® S 57'51'40" E 25.00' ■ r M N. �, OCTOBER 26, 2010 ADD NOTE No. 9 v u1 p!g USES 9 0�ii �• REALTY z _ MARCH 25, 2011 REVISE LOTS 3 & 4 1Lcx7 TRICT, X35.81' ^ "�' • S 83'11 i Co.CO1000 T N°•f o JUNE 10, 2011 REVISED OPEN SPACE R-80 L S �O [� �O 'S0 E 9� �i oo' CE FA o S 32.08 20" W 35.00 z (FC Z SSS • y o`Oop3 m� mo 313 apo OPEN Spp N NOVEMBER 30, 2011 REVISE NOTES PER TOWN RESOLUTION OF 07/12/2011 77' n MARCH 15 2012 REVISED NOTES m NAUGUST 24, 2012 REVISE MAP 4�FNO $ S.9;9.F 1 AQeo' BUILDING BUILDING ROAD ROAD OCTOBER 11, 2012 REVISE MAP �� BLDG. 1•0'N FEBRUARY 11, 2014 REVISE MAP NOVEMBER 5 2014 REVISE MAP (a3g�j k� C) ? A 1,0 FIRE DISTRICT: MATTITUCK MARCH 17, 2015 ADD PROPOSED DOCK m 4 .4ia'1 ° SCHOOL DISTRICT: MATTITUCK MAY 12, 2016 REVISED MAP O\J�v I PACE EASEMENT N METES AND BOUNDS o� S 8311 so~ E Y1426. pRopa `� �G • ��oP�{ �°�0:�`/°o5*a���� \��G��Q OPEN S ELHOUSE 13.a PROPOSED SEPTIC aTSoYS �M DETAIL LOT 1 APPLICANT: A. CARDINAiE `� SFQ Q° \rO G O� .�� ��' O�� N '`+ FINISHED GRADE FINISH GRADE P.O. BOX 77 OF OPEN SPACE EASEMENT No.1 �o 00 0 5�`' �5 �" �'+ a ELEV. 12.3' �• 71.5 oo. /RF 5 O G� pFo ��� < J \p MATTITUCK, NEW YORK 11952 ?0.0 OPEN SPACE EASEMENT No. 1 R''�g�1, r R/fie qsA/pF9 yYORgM �� LOT 5 tip���G J�Q��'S4� Q�GOeV G�my �p 20C<� ' 'n 'z� TOP EL 11.3• SEPIIC MIN.4'DIA -ta.MIN. 4.16' O ct' 0 Q --, MIN. TOP EL 10. i 0 LEACHING T 3'CLEAN ZD F '9r ti �/ S y, O Gj 5�- O• APPROVED PIPE TANK P I LEACHING OOLw SAND c0 FOZOq<r Cy C _Oil QOGO O X10.0' min. PITCH 7/4"/1' min. PITCH 1/8-/1' INV. EL 9.7 PSL 1 COLLAR NOTES: Nv. EL 70'3 1. TOTAL UPLAND AREA NOT INCLUDING LOT 5 AND THE RIGHT OF WAY = 404,180's ft. '76.49'27" W 6F �/� yG oq� ci�, 60° Q� INS.8 t' # q tel_ h a•, �e'r •-i .�w 404,302 sq. ft. X 60% = 242,581 sq. ft. OPEN SPACE EASEMENT (REQUIRED) �� 4� k10a1h X90°3 5 S `SO�iQq��R/ � `9��1 �1�� L=35'81' * ` ,� -6-� 242,581 sq. ft. OPEN SPACE EASEMENT (PROVIDED, INCLUDING OPEN SPACE ON LOT 5) G�• R% 160 Op 83 O� AN 4/ ,y y ./jam F o 404,302 eq. it. X 40Y. = 161,721 s ft. DEVELOPMENT AREA (ALLOWED) / gSTRIBUTION POOL OF BOT. EL 7.0' GROUND WATER ELEV.3.0' 1 1' 00'1 7J• �° 9S O�tiF 'Qt 9 Cy bry N s , °ROOM .T �0 00` s Pool SYSTEM 176,317 sq. ft. DEVELOPMENT AREA (PROVIDED) ��y R,3596 41 76'�4g3 7p 7S,0+ R/jgTFrygT�y/�� ?2g� ^ \ s• �J7. 4O>S°G i q O SyF�sFOSF M ,11� o AS SHOWN FOR SUFFOLK COUNTY TEST WELL No. 539269.1 2, WETLANDS BOUNDARY DELINEATED ON JULY 24, 2002 BY EN-CONSULTANTS 81 • 6' �� A < 6 \ ? 1110. r` fk,R LOT 4 (r Q O N 8193.95'" W AND DELINEATED BY N.Y.S. D.E.C. IN 1990. 00SHF F " SEPTIC TANK (1) LEACHING POOLS (5) �" • / 'v WETLANDS BOUNDARY REVISED ON JUNE 26, 2010 BY NATHAN TAFT CORWIN III It. 7 S7, " E ���6 SO 'o �ryq r \, F 7 G S ♦S o 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOOSE: LAND SURVEYOR AND TOWN OF SOUTHOLD PLANING DEPARTMENT. e?•o10•F ? N Tg 49'27 q16' ��!56 v y N 79e \'��/lam 8�0 o'� E,1��(DY M ao 0 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7' DEEP 5 POOLS; 3' DEEP, 8' dta. °O 20 C�s7• 69• \•��S',4y mak^ f(aHpf ry~ In y 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 3. TOPOGRAPHY AND BUILDING LOCATIONS ARE AS SCALED FROM MAP 40, \ R / A� in �C 3. WALL THICKNESS SHALL BE A MINIMUM OF 3•, A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. PREPARED BY PECONIC SURVEYORS LAST DATED AUGUST 12, 2004. $ -j6 49'2 S \•O4� \ .fi•"�C' Q' 30•ry 4. ALL JALL OINTS SHALL BE SEALED SO THATLLS, BOTTOM AND TOP SHALL HE TANK IS WATERTN REINFORCING IGHRESISi AN APPLIED FORCE OF 300 psf. 3.4. AL10'Omin.SSHALL BE DIISTANCE BETWEEN NECAST LEACHININFORCED CONCRETE G POOLS AND WATER(OR LINEESUHALL BE MAINTAINED. 4. ALL PROSPECTIVE OWNERS OF LOTS WITHIN THIS SUBDIVISION SHALL BE p tT ,t, , a R49 y. ADVISED THAT THIS SUBDIVISION IS LOCATED WITHIN ONE MILE OF `•ya0o Ci �,S cp0' �"r \�16, r�C"P°p° 0J O� 67• 5. HE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. MATTITUCK AIRPORT AND THEREFORE MAY BE SUBJECTED TO NOISE yk 4°�6g1 SES ST "A� NS\�/ SD S�rf� / G1d 44?0+ 6. AN10' mIn. DISTANCEMUM 3* ICK BE OF BETWEEN SEPTICPACTED SAND OR TANK AND HOUSEEA HALL BE MAINTAINED. EMANATING FROM THE FACILITY AND FROM AIRCRAFT FLYING OVERHEAD METES AND BOUNDS �`' Oe(/CF ` �y s7*0-'-,4(, NS). GRrr f / •� -71Ao '�`0. F 5. OTHE NLOTS YSHALL INCLUDE UPLAND AREA, THE OPEN SPACE Ilk OF 16' WIDE FUTURE `ti°'� `YAP ly \F� R S7t , o ryo ° m 47N ,IIIc EASEMENT AND TIDAL WETLANDS. 4r \Oq O `� 0'6 `' ° '16. SZ PROPOSED SEPTIC SYSTEM DETAIL LOTS 2. 3 & 4 6. JAMES CREEK LANDING ASSOCIATION, INC. WILL BE THE HOMEOWNER ASSOCIATION SECONDARY DRIVEWAY FR \aJ k o�c° �� - ,� 1 HOUSE NOT TO SCALE) THAT WILL OWN THE 25' RIGHT OF WAY (PRIVATE ROAD) AND PEDESTRIAN EASEMENT. 4 �o r [:, 1 46 aFv 14.0• F4SFCTF 3 \\ ��39 ® Z�;A 7�ao 71' FINISH GRADE 7. SUFFOLK COUNTY WATER AUTHORITY WATER LINES HAVE BEEN INSTALLED FOR LOTS 1 THRU 4 FINISHED GRADE ELEV. 125, QO A F{7ER/C,� s9� \ S" 60' -100 rg� AND EXISTING WELL ON LOT 2 HAS BEEN ABANDONED AND HOUSE HAS BEEN CONNECTED TO OF/. 13.3' �y. o '7G Nr ?' '\ ® G -° w a� PUBLIC WATER. �O�l1y1 R y63 p 000 kF OL¢� % \\ ® 3 ® JF w N o TOP EL 12.3' �-1 MIN. TOP 4•DUAL TOP EL. 11. f� MIN. 8. PROPOSED CONCRETE MONUMENT SHOWN 7• 204.16' 3,CLEM °SFS k�jT�C/��`1"tG \,\ \•\ �F LOT 3 Chi /� ,�O MV.EL mi PRCHOt PIPE 4 1 TANK ml PRCH01 PB E 1 POOL G POOL G 7j B• � O SFp N C9 �S !V\, i h 11.0' o ® /'/' /�/' COLLAR r/C JS0 aT 3Sl\r� 4 ry NV.EL 11.3 W. EL.. NV.EL 10.7' N 7649' S of o9�� ® N67 y �IIlL ,11rL In PI, a,� •e 'I � TEST HOLE DATA 4ICY <1 y�o� �� ��.6g I'S10 MS A9GC�°it 41 SSB 4 e 3 76' 4W� 820 i - ` -35,81' �b�nj• O� �� V9 CG 7 O �i ; DISTRIBUTION POOL OF [� /�� BOT.El_.7.0' GROUND WATER ELEV.3.0• Q�// 1,1 �/• aS ,,(�,c 7J �• � y\ / 3 POOL SYSTEM THE HIGHEST EXPECTED GROUND WATER IS ELEV. 4' 0' S Gr 7'36• „ AL AS SHOWN FOR SUFFOLK COUNTY TEST WELL No.539269.1 BROWN LOAMY SAND SM ? S7• SPO Q Q SEPTIC TANK (1) 3' ?7 o i°. O g5 O J F O° ti 3 �'/s�,e6h r v �� i 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (3) PALE BROWN FINE TO COARSE SAND SW q 2 LOT 2 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. v f 3 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3 POOLS; 4' DEEP, 8' dia. 9.2' ? O p /" 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) WATER IN PALE BROWN FINE TO COARSE SAND SW z a ��2U2 A� 3 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 10' EASEMENT 140- o °2f3, ,y 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. OPEN SPACE ,)o �ll��O O / h h 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). WATER N BROWN CLAYEY SAND SC o AlQ tv �Illc " ,ry .M 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4') 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. Ib y aR0 hF 01y�Olpd s �r�lv �e i �" 4o ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. �l M �00� 005(( �F(/ 1C,2 ® x O , ry M 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 12' a' F0 Tti/tic 'Glf O� 40� // y Ory CV' 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6. THE WASTE LINE FROM THE SEPTIC TANK SOULD ENTER THE DISTRIBUTION POOL AS HIGH AS POSSIBLE. 6g. ti= qk =305.13' SFo 1 7 d % O�V4i ry y , r. x,. ., : 4 r..,.: . ._ . ... ....... .. ..,.._ , . •. '�Q' • !S 9!O' ryO, L=1 1.26 �(� SO• / �10 Q V�Q a,.; 1 a s t«. .P i. ."••< •^'"I'-^ s • � m /�- .. WATER N PALE BROWN FINE TO COARSE SAND SW - p 1...{ r.o t^,s. ,. .1•; f I C,r. I x " ," s 1d•`[ � $ 410 AL AIL 5' •� r�` �,.,.........,r^.«•-. +•_.,,....m.Y" .,.....-_. ..,.............. - 18' s -----____ •--..-__..-... A. o 1 ^o SF ti/T(/,y `r W. 6 w �Illc g ; V «- .". ..» «. ._.... .�. " ... i 19,96' c k 2 »i o y, C �? q , . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES , l� R_5,81 h,� 3 N 8751'1x" W i SFpTcsO O� �rt� �\�o� o �� �h r� HAUPPAUGE, N.Y. ,. ,.t_� .�')(RCJ,. . °F.#" 1'. ;. r Vit^ a 1 r S). • • 37.80 ��� .yrFF �Qc 30. pQ \ `° \a >p o� AR yE O 30 ' N fro o � S a� h^ �° 0 ry 3' z r 0p0SFp 1Y?((/NCS 0-nS�J'! 0 SEPTPR SYSTEM O Date S tiiN O J 4VNry• _ s r s ,/ LOT 1 o X .tll� ,_,t, F iy ? .0 C7 m -r �� /c S O.0c PROPOSED LIMIT OF '�" v r �' T 2? f `� 8 S7' h ry D° o °' rsrF� SPACEINEASEMENT OPEN kw o = i N i �11 >� •s*. G ALONG 6p 0 W O t fAIT "..r LOT AREA CALCULATIONS ta r 21' r rn 3 I •• TOTAL LOT AREA WETLAND AREA TOTAL BUILDABLE AREA OPEN SPACE EASEMENT AREA DEVELOPMENT AREA �•"a w °� / SSE 0 o OP This is to certify that the proposed Realty Subdivision or Development _ - "" (_ C N006 ! < Q i for JAMES CREEK LANDING in the D U ^-1 .� LOT 1 89,257 sq. (t. 5,550 sq. ft. 83,607 sq. ft. 44,604 sq. ft. 39,003 sq. ft. ? (A ►� OPEN SPACE EASEMENT GPRP w o� I TOWN OF SOUTHOLD with 5 lots was 6�6 ' S N 11'06'19" o PEDESiR � a0 AL LOT 2 90,713 sq. ft. 10,600 sq. ft. 78,345 sq. ft. 50,351 sq. ft. 29,762 sq. ft, 67. W �I7`1 �ccESS 4 x„ DECK $ 33 W Q �1= AL approved on the above date. Water Supplies and Sewage Disposal 43, 44.81' N, EMEN7 a 1 Facilities must conform to construction standards in effect at the time ' r'^-^.,,.w G v: 911L $ ro ^ '� , * !-t LOT 3 237,638 aq. (t. 153,747 sq. ft. 85,659 sq. ft. 57,878 sq. ft. 27,781 sq. ft. P N 18'43'46" E +.N �111c ;> I of construction and are subject to separate permits pursuant to those �` 3 --_____ EXISTING LIMIT OF CLEARING 'n "o M W standards. This approval shall be valid only if the realty subdivision/ " ' LOT 4 159,987 s ft. 92j 7 25'76' N 80'48" TIDAL WETLANDS °�°AN Sp "7 4 development map is duly filed with the County Clerk within one year www p•. ,„ ~� q 3,325 aq. /t. 156,662 aq. ft. 89,748 sq. ft. 66,914 aq. ft. �O8 2B" W CTAS AC8 0 0 � , of this date. Consent is hereby given for the filing of this map on --w' fJ-I METES AND BOUNDS S ? ,p .3 HIGH -- - = EENT z AL i which this endorsement appears in the Office of the County Clerk in COO s«M-c�C TOTAL 577,595 aq. ft. 173,322 sq. it. 404,273 sq. ft. 242,581 aq. it. 163,460 aq. ft. OF OPEN SPACE EASEMENT No.2 7s • '' o+ °j 'L "� W^ MARK `--___ i 3 accordance with the provisions of the Public Health Law and the 8 ?8 kaki► %hA2o 383-g AL 18 N Suffolk County Sanitary Cade. 1' 0.03' I N LOT 5 77,747 sq. ft. 0 sq. ft. 77,747 sq. ft. 14,596 aq. ff. 63,151 sq. fT. Ir N'ON N 79-19-03.----re-TIE UNE AL JA -- �,( W SHORELINE _ ,101.68' ,114. I oN � r � .•.a b ._, .,r/A,...•..,1..! • �, ' ES CREEK 281. �, � , a •.. . . �R 6634 ✓ 3 `�C� �- -- - - �J�� �_5 1 S C1 8 7 . / 1• 0 v 98?S W ti ; a, Director, Division of Environmental Quality OO, y1 11 s v"o 00 °p°O+ e'n1 S a6'OS ~� j y�rr l�• I hereby certify that the water supply(s) and/or sewage disposal system(s) for this protect / y►k' °" Z S 0.15" w . 37,¢..•� were designed by me or under my direction. Based upon a careful and thorough study of 49.71 C a . 1 : ( "�,, the soil, site and groundwater conditions, all lots, as proposed, conform to the Suffolk County I r f --•.• . .- ,. . " ., rte ' e� o C r Department of Health Services constrAtgq ion standards in effect as of this date. I X10 n ��a 8.56.1 t ..ta431i � 35.14 " N.Y.S. Lic. No. 50467 s 25.533_ , • �, MAIN ROAD Fes- ,«� ti n I a :. . 4 :,� 1 y Y.S. Rte. 2 ) :� F .. _ ._ _ I o• � � � 31.89 I�i � �i � L. �N' � 1 �.a.......-.._w_ ........ ..,,,C:.- �� 7 .37 �,Fe• 4 /" � t� n a ¢i-' ' ®� in III O s o y 48.30 ' Lr _ ka o M Vt 4.1 J �� %x , 0o Wr1LAe? Ur. 2" 101n 28.38 ,% r //ah rs+ t p N 89'40'49" E z �° .. .._._. ,.._,. ..-.._.. _ . ..__..,...- -,_._ 9 �o 'fR ,. 572.25' .F�� t Land V O r O • a 68.51 y �' v S 57'51'40" E _ �,. /v ! ��� + F O a a WATER LINE & ELECTRIC EASEMENT- ��, p5,h� 01acy •y� 4. W y y <�� 3 <",I+ r10' WIDE PEDESTRIAN ACCESS EASEMENT S 48'00'00" W "O 7 g h b • �� r , Ey s N 48'00'00" E I = " p s • S , 1 °'' 'L4' 7" A W s o. o,_ ` 494.73' 110.55' N 57'51'40" w �•. 553.95' THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED Successor To: Stanley J. Isaksen, ' L.S. O. g '1 ro °' h, a _ e Ir. O�h o 7a V34.441'x--------------------------'eV 43, An N _480.29----------- :r_ QO 115� S o a h -"'q �. ' °' ii h N S 48.00'00" W G ti �, BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION .F O O ? '� �'' 4- �, _ d''0. '� 431.93' a 25 DRIVEWAY ROAD (16 WIDE GRAVEL,r RQAD) �,'L Joseph A. Ingegno L'A'S. , ti '" '•�' �„ S 80- *\ g WATER LINE & ELECTRIC EASEMENT DETAIL o I HEREBY CERTIFY THAT THIS MAP WAS MADE OF APPROVAL DATED 42 43" �•• 2 ry BY US FROM ACTUAL SURVEYS COMPLETED Title Surveys - Subdivisions - Site Plans - Construction Layout N 83'26'39" ty �+ Z 74'97" E "n `�d:. �� •797 AREA = 18,615 sq. ft. JULY 12, 2005 AND THAT ALL CONCRETE Y Y A ,� �� �, s 10' WIDE PEDESTRIAN ACCESS EASEMENT 3 MONUMENTS SHOWN THUS:■ HEREON 82.60' S 1'4 '23" W ' o , ACTUALLY EXIST AND THEIR POSITIONS ARE PHONE (631)727-2090 Fax (631)727-1727 S 89.2739 W 24.31 o CORRECTLY SHOWN AND ALL DIMENSIONAL 75.70' N 77. o o AND GEODETI DETAILS ARE CORRECT. OFFICES LOCATED AT MAILING ADDRESS OD ? %m+ ��, �i1`. 8)x9. Sst• 120516" W S� 87'03652" W , ?d. + to P too• ?�= 1586 Main Road P.O. Box 16 88'17'08" ?ys?sem O,+ N 42.0 H CHAIRMAN PLANNING BOARD !y 39.59' w 2s X40» W BY Jamesport, New York 11947 Jamesport, New York 11947 27-342K an N 628'05" J1 FINAL PLAT OF 62.35 KEY MAP °o �`0. TYPICAL PLOT PLAN TYPICALL ,3L&4 PLAN ,� '0,- METES AND BOUNDS (NOT TO SCALE) (NOT TO SCALE) JAMES CREEK LANDING hOF PROPOSED LOTS PROPERTY LINE PROPERTY UNE AT MATTITUCK ti NEW SUFFOLK SCALE 1 "=600' �o y�`� ��o ss3�4 AVENUE ® s 48.51'40" W .28' TOWN OF SOUTHOLD © N 57'51'40" W 4 411.28 �. NEW SUFFOLK AVENUE R=25.00' L=39.27' SUFFOLK COUNTY, NEW YORK `A p R=25.00' L=39.27' S.C. TAX LOT No. 1000-122-03-1 .4 2�G o G USE ,+ + � .� Q D STRICT: HB o ❑E N 42'00'00" W 90.00' SCALE 1 =100 C) � N �nWi N 12'01 29" E 30.21 DISTRICT.UR S ' 4 � A ' ' BUILDING i BUILDING �s �'�' © JULY 12 2005 40 7' -a' 0 iy © N 48'00'00" E 196.75' 5 JUNE 1, 2006 ADDED CLEARING & BLDG. ENV. 1O�g� H N 57'51'40" W 25.99' m MARCH 29. 2007 REVISED PROPOSED LOTS SUBJECT " 98 x SEPTEMBER 11, 2007 REVISED BY S.C.D.H.S. NOTICE Z ❑I N 48'00'00 E 10.11 u, ? Az OCTOBER 13, 2007 REVISED BY S.C.D.H.S. NOTICE DATED 9/21/07 c2�• PREMIISES � 8751'1x" w N � 'N �� SEPTIC as fE SEPTIC oo FEBRUARY 17, 2008 REVISED NOTES & ADDED STREET TREES TOM' OAF ❑J R=12.00 L=22.17 TANK TANK �z O O 411 S1.3S e USES PUBL�REAM , rn (5) LEACHING ' rn MARCH 24, 2008 REVISED AS PER TOWN COMMENTS SIyS4 WATER ❑K N 53'37'45" E 26.87 rn POOLS ��" an oq 1 MAY 5, 2009 ADDED S.C.W.A. EASEMENT METES AND BOUNDS 4 0• z oN z (3) LEACHING .� JANUARY 28 2010 REVISED PROP. ROADS & LOTS 0 0' Q` xQ OF PROPOSED HORSE W SHOPPING S 83.11'So" E Q N 53'37�45�� E 53.74' '^ 10' 1 u`,Z rn POOLS a JUNE 26, 2010 REVISED OPEN SPACE AREAS JULY 28, 2010 REVISED BY S.C.D.O.H.S. �y cti' " USES PUBLIC Wq R 4V ® N 32'08 20 E 35.00' MIN. 10 Mi OCTOBER 1, 2010 ADD WATER EASEMENT \ CORRAL N r 224.41' f �O/F O s OCTOBER 26 2010 ADD NOTE No. 9 a, p ZOAJI �. PETCO N❑ S 57'51 40 E 25.00 N MIN. ,n NG US 41 h° REALTY z z MARCH 25, 2011 REVISE LOTS 3 & 4 (STRICT: E" 81' °^�• ° S 83' ' Co. io ° No- b + " + R_ =35' 0 11 50" "z O ° A5E1,fENT © S 32'08 20 W 35.00 JUNE 10, 2011 REVISED OPEN SPACE E o• �z o NOVEMBER 30, 2011 REVISE NOTES PER TOWN RESOLUTION OF 07/12/2011 g o CID o� p O' SPACE E MARCH 15, 2012 REVISED NOTES T^ ( omo mo 313'7 'y O °PEN AUGUST 24, 2012 REVISE MAP �+ ROAD ROAD m FO/pNgV � D a`SS9,0+ 1 ,yO�o' eulLplNc BUILDING M� OCTOBER 11, 2012 REVISE MAP FEBRUARY FNOF BLDG. 1.o'N SE MAP NOVEMBER 15, 2014 REVI1, 2014 ISE MAP �•' <v I a (y S Q, o O FIRE DISTRICT: MATTITUCK MARCH 17, 2015 ADD PROPOSED DOCK 1 C 39?�� 4� iy�i P� ati1 AS 2 SCHOOL DISTRICT MATTITUCK MAY 12, 2016 REVISED MAP m m ti �J�JO`JF. E EMENT go' OPEN SPACE PROPOSED SEPTIC SYSTEM DETAIL LOT 1 APPLICANT: S 83'11'50" p � �� � \O�p�y G�.e �,�° .�Q� of Qk? E Rpp 1��0 ��� �, y4� AGO 44 E X13.0 (NOT TO SCALE) ALAN A.' CARDINALE METES AND BOUNDS o, 214.26' °SFo o° �6 GO o`� ��`° SP ��� F N �" FINISHED GRADE FINISH GRADE P.O. BOX 77 OF OPEN SPACE EASEMENT No.i a o° F/R °' `��`' S`` o`y G� �o P��� o� s� „ \o °�' "'S o Na 1 F ` p ELEV. MATTITUCK, NEW YORK 11952 EN SPACE EASEMENT 1013.l��, 00 R/OFO �Y J yyo�NT y�� LOT 5 !�`�G GJ��GC 54� QoQO�`�GV� �OQ� �CGi " \N TOP EL 11.3' �76,MIN. K OP 5 R%�bg Ty Fp/ �8 qSo/OF9•tf y ti� �� 4Y Q G`�PG !�O `� <� 7 SEPTIC -1' MIMIN.4'DIA TOP EL 10. Q Q i O LEACHING T 3'CLEAN 2ob•� �� F ogro ti Ri�sINV. EL APPROVED PIPE TANK APPR PI POOL m LEACHING w SAND 9�. OQ GO O� 10.0' min.PrrCH 1/4•/1' min. PITCH 1/8'/1' INV. EL 9.7' POOL 'o,• COLLAR NOTES: -V("�Q • �G� °o ` QQ INV.EL 10.3' INV. ,y, b9'27" W Fq/iy DV,y00r\ �C�' �,a B's %' e' .s' .� �W 1. TOTAL UPLAND AREA NOT INCLUDING LOT 5 AND THE RIGHT OF WAY = 404,180 sq. ft. S C F ST�9y�gy bfR L:35.a1' ,� W f�8'--i �.'r z 404,302 sq. ft. X 60% = 242,581 sq. ft. OPEN SPACE EASEMENT (REQUIRED) b1 k\ °�° S 60' L-35 �'/ 4' ` V 242,581 sq. it. OPEN SPACE EASEMENT (PROVIDED, INCLUDING OPEN SPACE ON LOT 5) 6 �5 3 / 0 '- T f 4 0 404,302 s ft. X 40Y. = 161,721 sq ft. DEVELOPMENT AREA ALLOWED 1 g� 8�7 , 0� opQ of/,yFM�,tiq � , q� ,y Fo�N S Qo DISTRIBUTION Pool of BOT. EL 7.0' GROUND WATER ELEV.3.0' 176,317q s ft. DEVELOPMENT AREA (PROVIDED) (ALLOWED) �1°9?3'I, Io 7 R/S/, S tLo 2 .�rp•\ S�• �O0 �Q. S Q�,OO` 3 5 POOL SYSTEM THE HIGHEST EXPECTED GROUND WATER IS ELEV.4' q• ` ) fL'�14 7 0 I/ / Q / 8� \ S v S S S AS SHOWN FOR SUFFOLK COUNTY TEST WELL No. 539269.1 Rot •g6 F �, S qT y (✓ << ? 1• F F F o N 87'51'16" W c 2. WETLANDS BOUNDARY DELINEATED ON JULY 24, 2002 BY EN-CONSULTANTS b A 6' F qT Pti 6 6 \, ?s, 4o, r yl e� <rF o n 20 ' 3 O p O F \, 7Z, LOT 4 Q 193.95' AND DELINEATED BY N.Y.S. D.E.C. IN 1990. R/ O <O -1-" ly W 4is (, SEPTIC TANK (11 LEACHING POOLS (51 SS) °�ryk� 6°00 r l/ /N/ \/Of 7/4"' y a WETLANDS BOUNDARY REVISED ON JUNE 26, 2010 BY NATHAN TAFT CORWIN III / S7, pA y6 7" E �� y0 �. qy \, O 78 '� B o _ 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE: LAND SURVEYOR AND TOWN OF SOUTHOLD PLANING DEPARTMENT. 82020.8 O N •76'b9'2 204.16' fL��56' NS 79d \,R/I, .0 00 O'` Fiyk!(Q,N ,V M O 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 5 POOLS; 3' DEEP, 8' dia. °° O 187 6g, \,\'{yqy b1 Ft-40 'S Mi rn 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 3. TOPOGRAPHY AND BUILDING LOCATIONS ARE AS SCALED FROM MAP V°'11 9.21" W H^ CROSS 4O+ \'\R-":4,0 5 \ F �t ° Q / ry�ti 3 ALL WALLS, BOTTOMWALL THICKNESS �AND TOP SHALL CONTAIN REINFORCINGL BE A MINIMUM OF 3-, A TOP TORESIST AND A BOTTOM APPLIED FORCEICKNESS OF OF300 psf.4' 3. ALLHING COVERSSHALLRBE OF SOLID PRECAST REINFORCED CONCRETE (OR EQUAL). 4. AOR SLABS. RLLPARED BY PROSPECT PROSPECTIVEONIC OWNERSROFYORS LOTS LAST ITH NATED THIISAUGUST 12,SUBDIVISION2004. SHALL BE 'yy 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5 76 A Agl ® \r76• pneROp �`'�2 3O, S 8 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 5. N 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ADVISED THAT THIS SUBDIVISION IS LOCATED WITHIN ONE MILE OF n 0 m o 7• MATTITUCK AIRPORT AND THEREFORE MAY BE SUBJECTED TO NOISE a� �59�0 (/S(S S G'W& ti\.\(f,/ Sp Sys / �� '<V` 4q?0' 6. AN10' mIn. DISTANCEIBETWEEN SEPTICPTANK AND NHOUSEP SHALL BE MAINTAINED. EMANATING FROM THE FACILITY AND FROM AIRCRAFT FLYING OVERHEAD 943• ��.6 A TO lie, S).•\OF ORr 4J 30. U1r�J Mlle R h 06(/cF t, �M S/4o' ql� HSS. G� J / r� n�_o '�` F 5. OTHE NLOTS YSHALL INCLUDE UPLAND AREA, THE OPEN SPACE METES AND BOUNDS �° 'L ���R ly F R S 4 , o \ o m c�N OF 16' WIDE FUTURE O 7• `V ° y�^ LV EASEMENT AND TIDAL WETLANDS. ATE• \�q0 0 h `� oo �y� , ° 6? PROPOSED SEPTIC SYSTEM DETAIL LOTS 2. 3 & 4 6. JAMES CREEK LANDING ASSOCIATION, INC. WILL BE THE HOMEOWNER ASSOCIATION SECONDARY DRIVEWAY Q \•� yV °Qc° o ,dh ?4 HOUSE (NOT To SCALE) THAT WILL OWN THE 25' RIGHT OF WAY (PRIVATE ROAD) AND PEDESTRIAN EASEMENT. ?�39 ® ey`` 2�=10 67�• �'�° FINISH GRADE 7. SUFFOLK COUNTY WATER AUTHORITY WATER LINES HAVE BEEN INSTALLED FOR LOTS 1 THRU 4 S• 60' -L Qo � ELEFINV. 13.3'cR`°E ELEV. 12.5' AND EXISTING WELL ON LOT 2 HAS BEEN ABANDONED AND HOUSE HAS BEEN CONNECTED TO 6.° 'Oqp Nj ?• \ G o w oa PUBLIC WATER. O�4J1 �1'0\%y6 y0 p Op�F 4% � +" \ © ® o��Q�` Z N o TOP EL. 12.3' -1' MIN. TOP EL. 11.' .-q' MIN, 8. PROPOSED CONCRETE MONUMENT SHOWN O/ `\ ® J ��0 W " i MIN.4'DIA 6. 20416 °' °SFS kF<(,��`" \` \' ��`� LOT 3 ±j �� APPROVED PIPE SEPTIC APPROVED PIPE LEACHING + , LEACHING T 3'CLEAN O. * a o ry/do LG \ \ ® , .N..E0, /'/, TANK POOL 1 .• AND ! .� min. PITCH 1 4 1 min.PITCH 1/8'/1' POOL O SFp N C'q IFS+ !y\. R' , y 11.0' oOOUAR 27" E a T/C 760' S '387\T yo H INV. EL 11.3 INV.EL INV.EL 10.7' n Az' O 0 16 490 S o O9 N ze 6 AIL AL b1 ° 1'311 N ysTFMs .0, 41, ssa \ 43•Isy w 2a , I--6'-'I �. _ �� �� R%�ro9• pC��, 4,, g w a _ - TEST HOLE DATA qC G �O C i DISTRIBIl110N POOL OF BOT.EL 7.0' GROUND WATER ELEV.3.0' EL. 12.2' '40- 7773 O �1V� 1� 3 POOL SYSTEM THE HIGHEST EXPECTED GROUND WATER IS ELEV.4' O Sys `� 1h A0,- 4c a• oQ SEPTIC TANK (1� AS SHOWN FOR SUFFOLK COUNTY TEST WELL Na.539269.1 BROWN LOAMY SAND SM ??7740+ 9� q�O �4jry � i 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (31 ry PALE BROWN FINE TO COARSE SAND SW 03 F °°�o ry ? 1'q a1' 6° / LOT L i 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYST M FOR A 1 TO 4 BEDROOM HOUSE IS 300 s ft SIDEWALL AREA. q EL 3.0' S). q'7'\ + NT• �iy ® 4Q� � � � / � 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 3,000 psi AT 28 DAYS. 3 POOLS; 4' DEEP, 8' dia. 9.2' 4? S7• ��� O / r 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) WATER IN PALE BROWN FINE TO COARSE SAND SW Sj 40* O 2 v �U� ,� 3 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 10' EpgEMENT N ' p �d21S �2? h i .M r 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL). SPACE A. v O / h h ( WATER IN BROWN CLAYEY SAND SC OPEN o A0 �l���oi Q 4' ,ry ,M, 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERNCE OF f1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. '. N pRapOF((O4F'Oloc2T�.s+ �/ ® '� C'i� � W �lllc i, `Vp .*0 13 6. AN10 MINIMUM DISTANCEICK BED BETWEENOSEPTICPTANKDAND ND OR PEA H USE SHALL BE MAINTAINED. 6. THEBWASTE UNEAFROMNCE B HEESEPTCEN LTAFNKHS ULDING °ENTEROLS NTDHEEDISTRBPTIC AUTONNK HPOOALL BASMHIGHIASOPOSSIBLE. 12' tib 4, �,"obe° SFo /V 4.Q $ 4YJ� % a� oro NN O 4J1 69' >< Q q R=305.13' SFp 7 ,�• 2-0 ! rn L=11.26 r/C S O'OA- ��& % 3 ®pr ¢V I WATER IN PALE BROWN FINE TO COARSE SAND SW le . °9`T0e 'V° No 'QsgF� rFy �y�� � 4� ,111 1 _- .._...s... .�.m.w.." ,.., ,.M...,..,. ....�..,...w..,,..,-,� ".. ..�w J'1_ A, o��^ p C F ��•e+ �/ 'c, 4 �111e J� %+v r�+ -� I.�L'�iT 1���ie.Y;..,�.., r •t',�'.., v�C:N i�tl"1{Cii�`" L1.`�'il,., } ..,......•. �r D b �Op F( ��1' ICD �i?� !/ c^' Q� /� �J ii:i ii:ll 1.. + a 6r v' &'i ...alp 18' t9 g6' o M,(o 2 osFo S7Ty �s�f? o� 60 0 A yam° �'�a�3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CO Fpr IS I / •��n HAUPPAUGE, N.Y. . ...»� .., PN.aE ._.�.. l-3 N 87'51'16" W IIS q /C O Y f��Q� \ .� AIL i a 4� � ».7 7 Or 37.80 C'{+P�ed��O SrSTFM �QFO v`O• J�;�° ry�o oa MAR { //�1 n{Y�j .�_ .,._...�. ...m .. 1 NOV 2 2016 P ! .:. ?? 7' •."� a 4, ti aS +t• it, ��O �0�� 1 ' DEC --- 96?Qe °� y O° r N pR{y 0 ,ctl�+Y O 3p, N h L1ElI �+ .�.. ...,..`.....,....,....,. 'r h... ..,... F b1 o' ry°• OpoF<< !YF `"+i' a1'T ♦ SEI,PROPQSED O 7��' SUaJECT {CCG L:,iiUT-v '�: C'LE:�T'rtlClid11:1 Lf3Eit �1 Southold Town ' 2016 1 _ b °��y r oZ �+ SFO S�! 7 r,1,q TIc SYSTEM n n c1 J DateJAN 0 7 20M A� .ryory (0" y w, T2 so LOT 1 0 ( AL �, PAGE So 3 Planning Board d ? °�`a iv Sy op PROPOSED LIMIT OF N� c+o yti� °=� y >p STFy CLEARING ALONG OPENW �a ZGzi Oy w JiJL L.'vl .. �"...«-. . ..� ._ .......... .e.o ��� I f t rw. 1ry`1' SPACE EASEMENT p o �2 i , I D LOT AREA CALCULATIONS + 8. an AL TOTAL LOT AREA WETLAND AREA TOTAL BUILDABLE AREA OPEN SPACE EASEMENT AREA DEVELOPMENT AREA �•�r= P• \� o o� i This is to certify that the proposed Realty Subdivision or DevelopmentIN, " "�' �vC�#ri�'i£I�$ O NOUS o A� JAMES CREEK LANDING p�9 LOT 1 89,257 s ft. 5,650 s ft. 83,607 s ft. 44,604 s ft. 39,003 s ft. o �E cE a 3 I for in the �L`4�. Pf�lC3E L (OcA q 9 q q 9 26 fx0 OPEN SPACE EASEMENT F OPS C, i TOWN OF SOUTHOLD with 5 lots was N 11'06'19" W O PEDEs7R�ACC zo J� LOT 2 90,713 sq. ft. 10,600 sq. ft. 78,345 sq. ft. 50,351 sq. ft. 29,762 sq. ft. W OECD 33 V "F �!c 67 �ro Ess 4 W approved on the above date. Water Supplies and Sewage Disposal �}(��}1 ���0 q3, 44.81' N� EMENT a Facilities must conform to construction standards in effect at the time oln AL o � : rfj '� ' LOT 3 237,638 sq. ft. 153,747 s ft. 85,659 s ft. 57,878 s ft. 27.781 s ft. F N 18'43'46" E ? �111c M ^ i of construction and are subject to separate permits pursuant to those +q ++ t q' q' q' q ---____ EXISTING LIMIT OF CLEARING ,o standards. This approval shall be valid only if the realty subdivision/ 1'l1 1n of Sou.t10ld LOT 4 159,987 s ft. 25.76' - N 80 TIDAL WETLANDS o O�°�N 'D 4 development map is duly filed with the County Clerk within one year , q 3,325 sq. ft. 156,662 sq. ff. 89,748 sq. f1. 66,914 sq. ft. 7)O8?' * 3m 48'26" t,1, - - - A.'4Sr�PVT4 a o IL i of this date. Consent is hereby given for the filing of this map on A u ��t��` Sti10� n$ 577,595 s ft. 173,322 s ft. 404,273 s METES AND BOUNDS o HIG -----_ 2 z which this endorsement appears in the Office of the County Clerk in TOTAL q• q• q. ft. 242,581 sq. it. 163.460 sq. ft. SI o• a7 �, • H WATER MAR ----_� ; 3 accordance with the provisions of the Public Health Law and the C i1�•--- OF OPEN SPACE EASEMENT No.2 9a ' ?e o' b�ha ary 13 k 383,81• AL 184 I !a Suffolk County Sanitary Code. C) 'ZU� C :ooh N 79, ----rTIE UNE 1 N LOT 5 77,747 sq. ft. 0 sq. ft. 77;747 sq:it: 14,596 sq. if. 63,151 sq. ft. 427j a 67 J/� f s W SHORELINE 168' 1 0 !y '11�(L1 19' 10 � 1 N .. " r� ��T rocaTi�o¢Southold ,6 EEK is 281.71' " �.Itmrfl �Qrx-nests&Restrictions a e 1-, N1111" jp �g1�^ , ('-•� iM`a M9 5ry b C 8 3 7`yi r 3 �j flii5sE.�.,A r-:1,...�. �o S 7 c 9 ?S k � �� Director, Division of Environmental Quality ��� - S 01",, 1 /A/ #FILE,O• %4 7 ! 2 0 6 �.. Ru. ps' 00 00 s��o 1,h� ss 3j 24 w 6!84 Os,\ ti h /1 -�..i A ' 0 °i_ �\ o� '•o°oo, N yN1669 "i (� �' 1 hereby certify that the water supply(s) and/or sewage disposal system(s) for this project "` t as F were designed by me or under my direction. Based upon a careful and thorough study of ps ,;•' 1 0 49.71 44ABS11111 �o. Juai"';; s 14-4 the soil, site and groundwater conditions, all lots, as proposed, conform to the Suffolk County 1�1 5 CLERK1 U"'�'��1� Department of Health Services cons$r0"c"fTan'•�"£s tmdards in effect as of this date. aOEF ! q� �ry .Laeigl n,r �y ry`ti io°= 8 56'1 �l~�a C.Q01�ti° �O� IV��/ 1" -rRi' S 35.14' Fi +: , i"1",A BOARD R D Ch w s 8. 5'32 E ZO N.Y.S. Lic. No. 50467 w>� 25.52' J 'A' MAIN ROAD �� r rW N n`'� S 31.893" w FILED (N.Y.S. Rte. 25) p DATE..... C oZ I ..a�b_..11c, . ■S73'43'221" E I P% � _ , rv,,:�rv. - Nathan Tai Corwin III O r o y 48.30 Q Cig 1 � t� 5 a0 L„ Lin m ��? S 32'57'52" E.0'0� o `Aa�. 28.38 sr� Land Surveyor Al � N 89'40'49"68 51 E 2 � � ap' 7ca�o ,0 0 5 5751'40" E 572.25' � -� _. _...�1�F _. ti i r !� �..+. . y �1�nc'c, v"� N WATER LINE & ELECTRIC EASEMENT y��S 1 10' WIDE PEDESTRIAN ACCESS EASEMENT S 48'00'00" W m = a ��/� $O,oj• �O rah�y, r '� W y ��:s O, r y�,P\ ^-N 48'00'00" E t ----_------ 494.73' 110.55' N 57.51'40" W 553.95' `�° !O•*+ `' g� 'b°''ra'1• 9b h0• N r p a� �? 'O o,h o0 X134.44 `--�-______ __--_-_-_ 4_60_.29_______________________----- rt,01 THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED Successor To: Stanley J. Isaksen Jr. L.S. �^ rO \O' O 0 •-O n. ?� j�0', ��O• rVh^�• N„j •j•\ 'O'\, r e r 11. '� a, �. a, „ h c�� O��• r, S 48.00'00" W T 431.93' a 25 DRIVEWAY ROAD (16 WIDE GRAVEL ROAD) �,titi' BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION Joseph A. Ingegno L.S. I HEREBY CERTIFY THAT THIS MAP WAS MADE OF APPROVAL DATED 80-42'45" o^ �•,r�\ o •4 $ . WATER LINE & ELECTRIC EASEMENT DETAIL N BY US FROM ACTUAL SURVEYS COMPLETED 7 E N ?d\ ��' •/9 A' AREA = 18,615 Sq. ft. JULY 12, 2005 AND THAT ALL CONCRETE Title Surveys - Subdivisions - Site Plans - Construction Layout r N &3'26'39" yy "' _ a 9 10' WIDE PEDESTRIAN ACCESS EASEMENT 3 MONUMENTS SHOWN THUS:■ HEREON 82.x°' ' '' r PHONE (631)727-2090 Fax (631)727-1727 S 31'43'23" W ' oo r ACTUALLY EXIST AND THEIR POSITIONS ARE S 89.27'39" W 24.31' o 0o CORRECTLY SH WN AND ALL DIMENSIONAL tib) S 75'70i' N 773527 ��r oo AND GEODETI ETAILS E coRRECT. OFFICES LOCATED AT MAILING ADDRESS Lr 6 12p " W S 87'03'52" w s. �, S a GO Ir 59. 4• i 6' 51.61 • v ,o, a,�, s,, 40 ?„r 2 1586 Main Road P.O. Box 16 qo S?, N 88 17'08" ?9 0? y o s• N 42•oo, y CHAIRMAN PLANNING BOARD �' ' Jy 39.59' s?S w ,� .25004 W BY Jamesport, New York 11947 Jamesport, New York 11947 27-342K