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HomeMy WebLinkAboutSurvey Rec'd 9/20/24 11.6� 192� 195A ZF�1 g1 4 u 218 STN. MOH. 10 CZ g 0 OT.S. N �1 Ors i II 22� N �R r°U82 N p, I N 2= 602 221 2 , o PST. r 00 636 E.A• DOUBj / 1 �1 •U� q60 ' r GRASS 1 (. II cD V11�E Q u 5a 7 24' / a 2543 0`., I 1 Q \ � z 4 5 I 2 .0 GRASS 6� 76 \ CROSS '" CONC WALK N. N I I OGE 0 VE a 6 E( 25.91 STN, I WHE 20 Ecr. sE` 5TP5. 25.73af CONC. WALK 00 N N 2., -- ` 25.91 25.99 25 61 A.C. R.D o t6.t'1 o CONC. WALK 23.69 ► '0 25.88 3.5' � ...... S O lf) OT 5 E.A. 1 1 1 1 1 25t1 25 46 2.2• z 1 1 1 I 1 1 1 1 ,.. ,.6 o .� 1 1 25.60 1 I 1 1 25�14 Q ONE STORY U� TF24.43 1 1 11 1 1 1 1 1 GRAS� MAS. CHURCH R D N TF25.14 N N I 1 1 1 Z 114300 N N N 25�7 1 - (rl 11 °° 'OUR LA0Y OF GOOD R.D. 25.g7 1 R.D COUNSEL R.C. CHURCH' GRASS 1 1 11 1 1 III 1 25.36 CONC. WALK 26.03 z \A.C. , W 1.6' - TELEPHONE--- -- 1 1 1 \ 1 1 1 1 253 11 I 2.0' - 4° , ELECTRIC 25,2.3 0 u 2.7' gRvs. 2 N 1 1 11 cl LEGEND 25.36 1 1 1 1 1 1 1 20 7' I �f SANITARY MANHOLE 1 1 1 1 1 10.8 DRAINAGE MANHOLE 1 1 1 1 RK1N� (11 11 4,. R 267 --\ 5 MET.FE W D 1 ,I I i , � 24.99 CONC. WALK N WATER MANHOLE 1 ASpHF�� p A 1 1 1 b 1 11 4� ---� GAGE 4 ( .. G 1 1 1 1 I I 1 44 S.L. ELECT. --- i GAS MANHOLE 1 1 1 1 1 I �i �69 24 I 4 p'/ i L I ELECTRIC MANHOLE I c- 1 1 1 1 1 1 I 1 215�- 1 a" c ' a �- ' I III NQ w 1 1 1 1 _ 1 I 1 4„ 4� a � I N . TO TELEPHONE MANHOLE > 0 1 1 1 1 1 1 1 I I 1 �- - ' N UNKNOWN MANHOLE o� 1 1 1 1 1 \ 24�7 1 I I 1 0 24 35 N 11 1 \ 1 1 _ 11 11 1 11 1 IILLI 1 O ` �. GAZEBO - - _ IT 231 28 1 1 1 1 1 1 1 FIRE DEPT. MANHOLE 1 1 1 2g.�B. -1� 1 1 1 1 1 1 1 _ W , 1 cN ow WATER VALVE ❑ G GAS VALVE11 FIRE HYDRANT 2440 1 1 1 - i } SIA. FIRE DEPT. CONN. 1 1 1 I 1 1 11 1 244 244 TF23i 4 - II , 0T.C.e. TRAFFIC SIGNAL CONTROL BOX 1 1 1 \ 1 1 �o ` W oE.e. ELECTRIC BOX i( HT STEEL UTILITY POLE W/CITE & HIGH TENSION WIRES 1 1 1 1 II 1 �RNSS WOOD UTILITY POLE fi I� 1 1 `\ 1 1 11 1 11 II 1 4.05 t gRNjR. ?¢ - - 23.59 I I N N WOOD UTILITY POLE WITH LIGHT 4 23.92 1 1 1 1 1 1 1 230- I II' �^? zo �- I I GUY WIRE n ( 1 1 1 1 1 1 1 _ 1 _ I '� 1 I 1 �, � 24.40 \_\1 � 2'P+R fE. ~ , ^ ccC,�;�'�1 2' P+R FE. ' - o ® ® DRAINAGE INLETS w WP�� 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 UY20" T.S. I 24.2a--__ 23.7- ��'' ® YARD DRAIN Q -n 24.5 GRpN. 24.4 1 1 I 1 1 1 1 ' 1 1 1 1 r� 1 2� W 23A _ 1 � 24.13 23.12 I O 11 1 1 1 1 �3_ 1 1 1 1 1 1 1 1� s 24.3a 3.66 CURB INLET 1 - 1 1 2409 . 24'L@] CD 3 I 2a., r 1 1 1 1 1 1 �� 2ais 1 ( '� 1 23.85 EA• 24.36 24.36 �14 I -- PROPERTY LINE SUBJECT F- , I 1 1 1 I 1 c`, 24.57 ors 2 529 TAX LOT LINE y/ 1 / E'A ors. 2„FILED MAP LOT LINE 23.95 16" 10• 3 N 472 ` FILED MAP LOT NUMBER 1 2'0 I 23.5 1.,14` � POST I 10" ,s' PST. ' 0I.P. IRON PIPE I 23.20 20" 2' 6" 041, i� 6„ 6 OMON. MONUMENT FOUND I 2285 23. , a' 4 12. OREBARREBAR FOUND 23.13 E.N. G 16' 16.. 6" �° 6,. or.s. TRAFFIC SIGN t4 ,c� �m,I a' � SIGN 1a" �za"1A•• 22.8 - �1''I �• .�. 16, ` 1z•' 6 i SEWER/DRAINAGE LINE 1a' 12" 23.4 \� UY zs e --- ELECTRIC LINE OVERHEAD (UNLESS OTHER WISE NOTED: BUR. ELEC.) 116 2 24.4 8., N N 6 12" 14" 25.0 N -- GAS LINE 1 n 6'• �cr�,16" '' 10' � MON. WATER LINE o r> z. 4i� 12' ' ' ", 8" �c» o` 22" 8' � TREE(CALIPER) o c s° a '4 2„ h2" D.C. DEPRESSED CURB �12" 6 23A 244 16" �8 23.3 a„ s" 2 � 1 z,. ,,..I ,2„ CURB LINES ' 2" 0 6 s 14" 06' -0i C,C.(CONC. CURB) I 20" ar 66" 60� 1 C.C.G.(INTEGRAL CONC. CURB & GUTTER) 1� 14.. 010" 02" �1�24 6.1 2' 25? �. s" STN. C. (STONE CURB) 2. 4t6 4 BL. STN. C. (BLUE STONE CURB) 2" n ,2•' ,y6" OIB N r B.B.C. OR B.B.(BELGIUM BILK. CURB) 2" CD F.C.C. (FLUSH CONC. CURB) �w' 2" 20" - ,a„ ,2,. c� ,2' I TF24.84 4� D1, N' ,2 "T"16' l� A.C.(ASPH. CURB) I Y� 6" �(Y�-,(" DYL(DBL. YEL. LINE - - - - - PAINTED LINESa UJ .................................. I SWL(SOLID WHITE LINE) (ROADWAY MARKINGS) a 24.2 74 R,D: C = _ (STOP LINE) �18" 22.96,. 2 6 �zo" 24.9 ml � TF25OY SEPTIC TANKTF25 27 31.Y 1F25.71 \ 11.3 DENOTES SPOT ELEVATION a 1 S�• CO '}0 18'002'L.P. 10" 18 6,. _ ,,. � �a" e•• D- SANITARY SYSTEM TIES 25.2 0 30 60 I 14" 20" 1° � ' � � ° � S.T. A 49' B/19.6' 90 1 zo' 243 1a' m ,2 'y LP. A 45' B/32.6' I N NL N 4" 18. 23.3 F:� s' �+ o ' PAVERS a MOH. SCALE 1 '=30' s W.W. o 3 � �16" 23. �i z" 24.6 cy NOTES: O B' 1fi" 0 ?� n -UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL :� I 8" 6 o' a" AO�a�h e2?is 1 LO Q 1 21.3 ,,2" �6" 24.4 D_ - - 16.0' . to MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. Lr) 6 �, �ce� �8 24.9 1 ° o - ELEVATIONS REFER NAVD88 DATUM 8' 6 - COORDINATES REFER TO NAD83 (LIZONE) O 4" ' a }16" ,6' 1 Sv. �� GRAVEL/DIRT DRIVE g2524 �O Z � � 511' r 6LI 2" 14" 14• W.W. ff27.6747.5' R.b. N� N F 23.2 WOOD A/C -TF2479 N 8„ 6" 16„ 23.6 ❑❑ 24.9 23.6 STEPS UNITS - 825.02 18" c,12' 24' T25.39 _- 1 6,. e' . t 2' 16" 12' s.. 20" m1 a 24.8i a" YbJ 6.. 6 1a 6 ss mIB 24.52s' ,8•' � a � � • 24.7s. 24 16" 22" 14" MOH. 2" 0 22" C� }CiYd I I , 16 O S / ;(may, 6' h_'_e7h y,(y'�.,(30' (1'�, • 2V'JO 2Y•� `. 82„ i6 �n14" 6 Y}12 �14' Cy 'CLY16�� � 8'6 23.8 I FRAME 5 23.MON. - --- 23.9 - 24.0 ' . '6 a' z 6", 24GARAGE 18 I 24.5 MOH. I FFRAME N89°58'50"W �..._'`'_ 24.8 ^ N r oo �' I I I GARAGE 275.4 PRIVY HE GD E now or formerly now Or formerly FRAME 1�24.87 24.63 5.29 MON. v I I GARAGE ASPHALT DRIVEWAY 25.03 Joseph Golder 8c Douglas Hausler 8c 1, I Catherine Golder I Andrea Hausler I I I now or formerly Karen Malcomson now or for I now or formerly I I I m formerly John A. Baglivi Donn Costanzo & I Lind oo I a Costan zo I I I N N I I I I I I I I I SURVEY OF PROPERTY SITUATE AT RECEIVED MATTITUCK NOTES: TOWN OF SOUTHOLD SEP 2 0 2024 SUFFOLK COUNTY, NEW YORK - UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL sol,tr,oi Town SCALE 1 "-30' FEBRUARY 17, 2018 MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. Planning Board UPDATE FEBRUARY 19,., 2o24r�,,,_„�,_, - ELEVATIONS REFER NAVD88 DATUM ___: ._ - COORDINATES REFER TO NAD83 (LIZONE) ANC _ ENGINEERING EYING P.C. co i'11 7 ry rood - ste. 6 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS l,,.1'r n L , loinview, n 11803 PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. y GUARANTEES INDICATED HEREON SHALL ONLY RUN TO THE PERSON(S)FOR WHOM THE SURVEY IS PREPARED,AND ;,. ;, Betel: 516.454.7500 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED,AND TO THE JOB N0. 12524 t✓ v ;; } J fa"x^�516.822.2743 ASSIGNEES THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERRABLE TO ADDITIONAL INSTITUTIONS OR UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP -W oelondsurve in SUBSEQUENTT OWNERS. REVISIONS y 9•com THE OFFSET DIMENSIONS SHOWN HEREON FROM STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF 211021 ADD SAN. TIES FINAL 81 PURPOSE AND ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS , POOLS, PATIOS, SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE 12/ / / / PLANTING AREAS,BUILDING ADDITIONS OR ANY OTHER CONSTRUCTION. EDUCATION LAW. F © 2024 R:\ 12524\12524-MATTITUCK-2024.OWG S.C.T.M. DIST. 1000 SEC. 1 14 BLK. 71 LOT 7 -STEP t p Nvp.E., L.S. (L.S. NO. 49664)