Loading...
HomeMy WebLinkAboutStanton, 1000-64.-1-29 T I � o SCTM No. 1000-064- 1 -29 90lp34SUB Finol Plot for the Standard Subdivision or Philip Jennifer Ston tonS i t u a t e s Town Of Southold �rf Suffolk County , New York SCALE : 1 = 50 IA SITE AREA (OVERALL TO TIE LINE) : 231 , 886 f t sq . . - 1 �:'y ' q __ Tow Cxeex 2 6 � •- +yp or 5 . 3234 acres ) i,l ® i X41 KEY MAP 1 .. = 600 ' s 25} A Q, ad SSR Ro \m ',n Q Land or Formerly of UNlysses GallanaS o erly of public Water o ormerlyk \ Found CM Land �a ft bei oNalsey p 0.11.5 \g� \ 0.07'E Land t w& W`ltOm 22 r \� e P. \N 01 Found CM Toro ubl�c Wale \\ 1 Ann public /00.205'Ny 23.6 200.00' + Fence d 22 N 84°00'07"E 1.3'W Shed Shed o.7 w o O Shed i \ O-s 1N 0.6'W Formerly °{ N 16°O6 30" BUILDIN��prK LOPE __---1 a o m es 60-00' Fence --- ---- 1 N f of � \� Land Nelle 6. Tho F0.37'NM /1.1 S;_- II rmerly onnelle \� Sh Water 20 0.25'W N°w v3o a F'en 0 D '\� public 9�• 33 $5 -�% 1�•/�5 3 �� � r O Lazo t b M ater pau pub!` F020'SM °5Area 910"E IZ ` ExistingVegetated ! °N �-a Q_ \\ 0.21 12 151. 1 COz o 20 Lot 3 24'_1\\ 3F Existingg Limits \ Area: 71,067 sq.ft. t ' of Cfeoring or 1.6315 acres 1 m, 1 \\\ 24?. (Subject to 359' Clearing) j \` 50' \ 1 O° wV \ Existing CI>cr:d 1 S'Sg'3� Area � 1 1 2'gc Landscape Buffer 1 ------------ - -------- ---t Arc-49.22' Owner D e v e 1 o e r : f \ _ -- --�- Delta An 1e-76 35'10" p ° . S•Ot'DO_Lr _ Found CM g ° e fly 0.22N Chord-45.63' Farm st 44.33 0.09'w Ch Bearin S 46°43'25"W Jennifer Stanton ow ofrten Tru ",I,2 y tr' Radius-36982' Philip Stanton Lond Nrengo of 24' w Passive Drainage Ch f t ` Easement ply Found CM Tangent-29.07' C/o Patricia Moore N public W° ` 18 (To Remain Natural) OIC l 0.15'N Subject to 20' Right-of-Way 0.11'W 4°59'00"E as shown on Jfap of Afinor Subdivision of Land of 20.00' Errol W. Doebler '24.' O 8b.*6' 1 246.!4' --� (3 Lots) O Set CM 00•N ��„ --------- _- - -- 25.48' ' Found CM S 85°01 0.43'S 25.48' Found CM \\�� /0.22'E Found CM f !� - -- co $ 52°40'00 E 0.46'S 24",`\ Set CM_ N 85.28'.00----------- T 29.58' N 81'45'39-E 1� - - -xi x n Brick Found CM` 49.97' / - ^- o 'A Driveway 0.18'W \\ 12.55' _ac- \ IS Found CM 30 x-�Electr'c N a _ 3- -'•* �\---- 1.62 W Mete _ - - k 1 17.5' Fence 160.10' { x Gas Meo•r 16.2' r t \+ Found CM 0.5'E ° 30"E { Colum ^ 0.36 N N 84 32 'Column I �; s Generator 1 51.2' 0 2 Story 0.29'W 1.-•• x- 0, d sonrY No 0 _y, I 1 MC,0rage 1 N Fence II { 52.5 Fence E J 0.3 S --�\ 36 36 �- --, 1 1.1'W ' h TIES TO SEPTIC SYSTEM BUILDENVLcLOPE { 0.5'E• - - 17,6 \ �� _ ��� 1 1 �x1 ; m'' LL L o U A 8 Niti ---- 1 0- i i Lot 2 x t x �i o o ST 125. 5 ' 96a ' to Z 1 m 1 1 Overall Areata Tie Line: x \ N; N- W '1 n 36_" m ; 56,177 sq.ft or 1.2896 acresn- 1 144 ' 1 19 ' 1 36- 2 6 2 158. 5 133 ' O \ N 1 1 t �•� 3 152 ' 120. 5 ' =+-_� o i �•? i• Is'�A Shed 33.5 x CO 8 1 4 1 O 1 Overall Areatto Tie Line: L°1 / \Il a+° 1 Existing l ; o Land now or formerly of �1' 20 104,643 sq.ft or 2.4023 acres (a`} \ ; - Awtn Q) Jennifer d Philip Stanton - l 3 a i \ 1 0 'O\ t j SCTM *1000-064-1-14.7 17.0 a o 1 x Public Water \ + 1 l f6 t ;o`• h :56' 3E, 1 o 01 36 0 1 x ST� 1' j ;gym j Box e rn 1 1 1 Story Frame 1° -1 x \ Bolding ,.�' II I 1 36" ` 1 1 --'Fence x 1 Found CM 0 (McDonald GeoScience) \ !'. -- �Qa TEST HOLE March 12. 2009 \ x�" x �r \ 1 1 Found CM - v' 0.8'N 0.46'N t � '` \ t 5 1 1.50'N - 0.17-W 0' - 0.5' Mixed sand Q loam 7, C/E For fine' \ `'; 17.7 \\+ ® 36" '; 17 1 0.4I'W - 0' QS• L Fence i'-- 5 Q 16 Fence 1 story --water Gross + S 36' 1 1 iZ 0.5' - 10' Pale brown fine to medium sand SP 3.1'W 2 From to in, ® \ tTEST 1 2.O'Ni / 30"W Fr.ding � la Patio �k \ 1 GLE 1.4'W � 019 !0' - 17' Water in pale brown fine to medium sand SP 196• a g d of \\ Concret(' st S �A 19.5 Swimming P° slate X t\ Cover �A Existing Tower Poo 1 A 1 1 14 Equip. 1 1 01 ; r '7 e ck 19.5' X17.5' Stone S From 8r F Driveway pstie in.GrassS{OweCLEARING CALCULATIONS : +�}sP°„° p Parch °eek ; 36 1 �a1• ��a �o/� �m j � -1 cD� Existing Limits of Clearingg° Lo t 1 : 88, 801 s . f t . (84 . 8&/) of Permitted: 35% too' W°hand eck ------ ______; _ �W or Formerl Setback �^^ D O to Land Now y Set CM . , .�� .� 1 t - Ica Jacqueline B. Moeller Existing, Limits of Cl ear i n 1O� .36• 12 m Public Water Fence Propo d Min. 30' Landscape Buffer C7 rr,, Lot 2: 46 , 098 s q . f t . (82. 0&%) 0.7'w (Existing leared area to be Vegetated) ' �_. Permitted: 25% CO \ � 4 \ Existin Limits o f Clearinge a r i n l` " _ Slate in Proposed Non-Disturbance suffer _ o Grass to Lot 3: 3, 794 sq . ft . (33. 4 %) - 2 . � Existiny Limits � N Permitted: 35% a� of cfeoring W 7 Fence ' Set CM 1.3'W Doc t \ �'f' j/ 8 4ck AREA (OVERALL TO TIE LINE) : k 231 , 886 sq . ft . (5 . 3234 acres ) cep ZONING DIST R I CT: R -40 FLOOD ZONE : Refer to map . Pito Flagged Wetlands NUMBER OF LOTS : 3 I2 SCHOOL DISTRICT: So u t h o 1 d 163.48 _,_��� ____�----60.82' -- - FIRE D I STR I CT: Sou t h o I d S 88°46'47 W -�- 224.30' UTILITIES : L . 1 . P . A . . Verizon C Mean High Water 10 h- Proposed Nos-Dittarbance-Buffer (A / I u t i I i t 1 e S in stalled underground (Existing Vegetated area) in accordance with Public Service ,2 Commission r e g u / a t Ion s . ) Soundings Shown Are Vased On 4 S . C. T . M. No . : 1000-0 6 4 - 1 -2 9 , Apparent Low Water as per Hydrographic Survey by 5sea Leval Mapping (6/26/2006) �6 12 0 9 3 #FILE No, LINE DATA 017 212 #ABS. No. LI N 84°21 '00"E 20.06 Town C L2 S 13'01 '30"E 38.63' WATER SERVICE/SEWAGE LINE L3 N 81°45'39"E 49.97 CROSSING DETAIL L4 N 16°06'30"W 60.00' L5 S 04°59 .00'E 20.00' FIt �® NOT TO SCALE L6 S 52'40'00"E 29.58' L SEP 2 0 2017 GRADE-o__EL:-...`17: 3............__.__._........_..-....-...-.............................. L7 N 46°40'51 "W 63.08 ' L8 N 78°27'57"W 29.68 ' L9 N 54°20'34"W 65.22 ' L 10 N 56'44 *50"E 43.05" r 4" BLUE BRUT SEWAGE LINE a EL. -5.8' L 12 S 86° 18 '14"W 19.02 ' APPROVED BY L13 N 62°58 ' 12"W 18. 13' L14 N 20°3O'59"W 12.83 ' �' 18'MN L15 N 67'01 ' 19"W 24. 19 p' s 2®wl' PLANNiNG BOARD - L16 N 16° 18 '30"W 52. 19 1a : ili pf'1 1-1/2" PE WATER SERVICE O EL. `2.5' L 17 N 01' 10'00"W 36.32 ' Jvdilh A;•PicCLl TOWN Q� SQv1�'ID�D L18 S 16°02 '30"E 52.33' �ea�r�Awl �.r� d!z ?"1� L19 N 16° 18 '30"W 53.08 ' DATE � � � (� 12 -�t '1 WITHIN 20 FEET OF CROSSING. SEWAGE LINE MATERIALS AND JOINTS SHALL MEET WATER MAIN STANDARDS 18.7 t. (BLUE BRUT) AND BE PRESSURE TESTED PRIOR TO BACKFILL ® indicates f 10 o r e 1 e v a t i o n. ` ^'� NO WATER SERVICE JOINTS WiTHIN 10 FEET OF CROSSING ❑ indicates found fence post . ■ indicates concrete monument . O indicates found iron rod. G) indicates found iron pin. Aindicates found stake. Covenants and Restrictions , �8q3 133 Tyr p i c o L o t • indicates set 12" iron pin . ;o1 Liber page /indicates drill hole. indicates set stake. �✓`�0F NEtV y" 0 indicates uti 1 i ty pole. G) indicates steel cover. Q indicates wafer meter. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES © indicates concrete cover. 4AUPPAUGE , N. Y. I�� �� f' �V(� � r� -y Vii; indicates i ight pole. Dote: rf ? 2014 L~ II pip c� ® indicates catch basin. 1 2016 'Lcl v�� FEB 1209' ``'1<pF� 049 °Q° indicates fire hydrant . 7 t tt�Pict' JUL 12 2017 C!•IND This i�to certthatthat the roposed'Realty Subdivision or Development 1 I for pits ♦ �COnl *_r R. ,046PJ in the 1 1 So,tholdTown pu a I rk with a total of lots was i Planning Board approved on the above date. Water Supplies and Sewage Disposal 1 NOTES: Facilities must conform to construction standards in effect at the time of construction and are subject to separate permits pursuant to those 1 1 Jonuary 4. 2017: Revise key map 1. Unauthorized operation or addition to a survey map bearing a licensed land 1 1 November 14. 2016: Set concrete monuments surveyors seat is a violation of section 7209 sub division 2 of the N.Y. standards. This approval shall be valid only if the realty subdivision/ 1 1 State Education Law. development map is duly filed with the County Clerk within one year of ( 1 June 30. 2014: Prepare Final Map this date. Consent is hereby given for the filing of this map on which I Ho use 1 December 3. 2013: Update 2. Only copies from the sed of this survey marked with an original to of the this endorsement appears in the Office of the Count Clerk in accordance October . 13: Plot dimension land surveyor's embossed seal or inked seat shalt be considered to be valid PP y I 1 March 22. 2013: Drainage Easement copies. with provisions of the Public Health Low and the Suffolk County Code. I 1 March 6. 2013: Add water service detail 3. Certifications indicated hereon signify that this survey was prepared in 1 I 1 November 30. 2012: Revise buffer accordance with the existing Code of Practice for Land Surveys adopted by the 1 1 October 15, 2012: Revise property lines plot buffers N.Y. State Association of Professional Land Surveyors. Said certifications w!qt L-- ------I---�--j---� September 28, 2012: Revise as per SCDHS memo shall run only to the person for whom the survey is prepared, and on his behalf Wolter Dowydiak. Jr. . P.E. June 13, 2012: Prepare 3 lot subdivision to the Title company, governmental agency and Lending institution listed hereon, Water Line October 5. 2011: P p and to the assignees of the lending institution. Certifications ore not trans- Pro osed water line 9, 9 Director, Division of Environmental Quality fera6le to additional institutions or subsequent owners. I September 26. 2011: Revise Lot 3 i June 22. 2009: Proposed sanitary system 4. Underground improvements or encroachments. if any. are not shown hereon. S'Min(E /0'Min May 7. 2009: Cesspools "Ihereby certify that the w �@�gp��Ipsw nc sewage disposal systems) for this t-.- ro ect were desi ned b r�naer' ' iraction. Based upon a careful and thorough 5'Min i 5. The existence of right of ways, wetlands and/or easements of record, if any. P 9 , Y Y P Surveyed: July 16, 2008 not shown are not guaranteed. study of t site an laic 6 s, all lots, as proposed. conform to tfae I y y Suffyolk C unty De rtme d(fh 6 onstruction standards in effect as of this _____________________L_______ _________ y ° o David L. Saskas 6. All natural features shown on survey. including but not limited to Bluff Crest, date,' peAr - Q 9G N. Y.S. L i c. No. 049960 Clearing. and Wetlands should be verified with the appropriate regulatory agency. Gry ",l . ` / W a t e r Ma 1 n 5 F ram �y 7. Elevations shown are based on USC d GS datum (NGVD 1929)- f r e e t Saskas Surveying Company. P.C.p 124 Cedar Street Design Professions �� t�, Dat of Signing East Hampton. New York �MA/ ✓n '` C^ COMPANY (631 ) 324-6917 29r PESS1 j% S 2917 ' 4 Cat I �1 tI(,i"_fi 4t��.`• F . gLlf I . Fla � ,atA�rta!?�