HomeMy WebLinkAbout1000-87.-2-42.3 i
s !
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. 7.03 NG PARTIAL SURVEY OF DI7SCR/BED PROPERTY
.... . �'6.67 AT"NUNNAKOMA WATLFRS"
•'.7-ETW: 7.08 NGPER FiN NO.5126;FILED 09 JULY 1968
•... TC x71 9�A!�, ........ 1 L 4ATSOUTHOLD
.: x TOWN OF SOUTHOLD
'.'....... NG 7.03ECEP ETW 7.37R? SUFFOLK CO., MY
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L 71N1 C;• 3 � / �L�ogo �OQ A 95 T POCK(0
z 1s::•: �9 / �or�o4�s��jyz o�Fp I OWNERS:NUNNAKOMA ASSOCIATION
�N pN O �y../ 4A
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00 aw„..., C� TOE 'TO / / (/ /9'EG o' '- X 2S G AP:ANGLE POINT
0"E 1 pp• : UTILITY i tr m 614 Eb•11 �'Ax i 1
0 0 .�-. „�� ,s x � i ?O / d �s zN 6pF0 t Oo 35.00 BK.BRICK
N Tg 19 ' ':.:'• ,.os W, 19 �•r '-x 6T jOE 0 O�."6 pull, 2 00 sG 9°19 BLD:BUILDING
7.178ENC,f . I OP w.� a'_...- -- x39 ,t'"�i�+�� 1.2g•60PII-E N 7 CLF:CHAIN LINK FENCE
'"'� +�• 7.36 GB -y �O/ ---A 3.45 GBSG i p /• ,,. � EP:EDGE OF PAVING
„ 5 - FDAP 6.59 0
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111 / Q 00l� --' / m.o M EX=EXISTING
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@ TIME OF SURVEY
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ho r0/m / I / 1 •l0.03 PCC:CONCRETE
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LAND SU LIC. 50869
P.O. BOX 704 RIDGE, NY 11961 H20
631.849.4750
tiO� x 4.69 TOE
THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO
THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION r�ZQ r►� ?
OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. T
9
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 SUBDIV/SON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES 0.80 H2O ' TOE 4.78
OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED:12 OCT,2021 VV
CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM :FOUND CONC.MONUMENT
THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV-
ERNMENT AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS
z`l:N;r, .". k--, E TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ELEVATIONS HEREON BASED UPON
NO RESPONSIBILITY ISASSUMEDBY THE UNDERSIGNED FOR ANY SURFACE, SUB MEAN LOW WATER DATUM 0.77 H2O
SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES
IN OR PUT OF EASEMENTS IF SO PROVIDED.
• 1000-87-02-42.3
Unauthorized alteration or
addition to this survey is a
violation of section 7209,
subdivision 2, of the New York
State Education Law. Copies of
this survey map not bearing
HEIDECKER LAUD SURVEYING the land surveyor's inked or
embossed seal shall not
considered to be a valid copy.
-waft MHeW�,EV=2t
x-0.4 -0.7 X1.0 x-0.9 x-0.8 x�1�iir41 x0',��� x0.I 0.0 �w�i J I `
MLW ELEV=0.0 l r r I
/-0.1
x-0.2 -0.6 -1.0 -1.4 -1.5 -1.7 -1.9 -1.9 -2.2 -2.0 -2.0 -2.0 -2.1 -2.1 .5� I -a b I I O�sO!51 0.0 �.
x x x x x x x x x x x x x x x x x 1 � .� - J
x-0.7 X1.1 x-1.2 X1.4 x-1.5 x-1.6 x1.9 x-2.0 -2.0 -1.9 -1.8 -1.7 -1.5 -1.6 -1.6 -1.6 1 -`
\ x x x x x-1.5 x x-1.5 x x x x-1.7 x1.6 x x-1.0 x-0.8 x 2.2 x
-2.6
' x -3.6
' X0.4 x-0.9 x-1.3 x-1.3 X1.4 x-1.5 X 1.6 X1.7 x-1.8 X1.9 x-2.2 x-2.1 x-2.0 x-2.0 x-2.0 X2.0 X 2.1 X2.2 x-2.2 X2.3 X 2.6 x-2.2 X2.0 -1.9 -3.0 -3.7 x -3.2
x x x x
' \0 -0.8 -1.4 -1.5 -1.5 -1.5 -2.1 x-4-3.9
x x x x x x2.1 x x-2.1 x-2.3 x2.4 x2.5 -2.5 -2.5 -2.7 -2.9 -2.9 -2.8 -2.8 - .29 -3.1
x x x x x x x -2 x.8 x -2.7 -3.7 -4.0 ,6 x-5.3 -5.0 -4.7
x x x x xSTA. 1
x x
MAG NAIL x-0.5x-1.0 x-1.5 X 1.5 x-1.5 x-1.3 x-1.6 x-2.5 x-2.3 x-2.2 x-2.0 x-2.1 x-2.3 x-2.6 x-3.0 X3.1 X3.3 X 3.5 -3.4 x-3.3 X3.6 x-3.6 X3.4 -3.7 -3.7 X4.4 x-4.9 -5.2 x-5.9 -5.5 -5.2
x x x x x
ELEV=7.35' (MLW DATUM) I _
X0.5 x-1.0 x-1.1 X1.3 x-1.4 x-1.5 x2.4 x-2.3 X2.4 x-2.4 x-2.3 X 2.9 x-3.2 x-3.5 x-3.7 x-3.9 x4.1 x4.1 x-4.4 x-4.9 x-4.8 x-4.5 -4.4 x-4.6 x-4.4 X 5.0 -5.6 -6.1 x6.0 x-6.0 x-5.9
x x
' x-0.2 x-0.5 x 0'8 x0.9 x 1'0 _2.0 -2.4 -2.5 -2.4 -2.7 x x x x x x-3.2 X3.7 X3.9 x-4.0 x-4.3 x-4.6 x-4.9 X5.0 X5.2 x-5.4 x-5.3 x-5.3 x-5.4 x-5.3 x-5.1 x-5.4 x-5.7 x-6.2 x-6.4 x-6.4 x-6.3
/ x-0.3 -0.5 x-0.7 x0.8 x-1.0 x-2.0 x-2.1 X 2.1 x-2.9 -3.2 x-3.7 -4.4 -5.2 -5.2 x-5.2 x-5.3 -5.4 -5.5 -5.5 -5.4 -5.4 -5.3 -5.3 -5.4 -5.5 -5.6 -5.8 -6.0 -6.3 -6.4 -6.6
x x x x x x x x x x x x x x x x x x x
' -0.3 -0.5 -0.7 -1.0 -1.4 3.7 -5.2 -5.4 -5.4 -5.2 -5.0
` x x x x x -1.8 x2.0 X 2,3 x- x-4.7 x-5.0 x x x x x x-4.9 x-4.7 x-4.5 x-4.6 x-4.4 x-4.2 x-4.4 x-3.9 x-4.4 x4.8 x-5.3 X5.3 x-5.5 X 5,6 -5.8
x x
x-0.3 X0.7 x-0.9 x1.1 x-1.7 x-2.2 X 2.4 x-2.6 x x-4.5 -4.4 -4.3 -4.0 -3.6 x-3.1 -2.9 -3.2 -3.6 -3.4 -3.3 -3.3 -3.1 -2.9 -3.6 -3.9 -4.2 -4.6
x x x-3.9 x-3.8 x x x x x x x x x x x x x X5.1 x5.5
-0.4 x-0.8 x-1.0 x-2.1 x-2.6 X 2.9 x-3.4 x-4.0 X4.7 x4.5 x-4.3 x-4.0 x-3.5 x-3.2 x-2.5 x-2.5 x-2.5 x-2.4 -2.3 x-2.1 X2.1 x-2.0 -2.1 x-2.2 X2.5 x-2.6 x-2.6 X 3.4 x-4.2 x-4.9 x-5.4 -6.0
x
MHW ELEV=2.4' ��
..r x x x -2.3 x3.9 x4.5 x4.6 x4.4 x-4.3 -4.0 -3.8 x3.6 x2.5 x x 2.3 -2.2 -2.1 -2.1 -2.1 -1.9 -1.9 -1.9 -1.8 -1.7 -1.6 -1.6 x-2.0 x-2.6 -3.0 -3.5 -3.9 -4.3
A). ,�1..� x x x x x x x x x x x x x x x x x
�J`' JJ 'L' -0.4 -1.1 -1.7 X 2.2 -3.2 -4.5 -4.3 -4.3 _ -3.8 -2.8 -2.5 _ -1.9 -1.6 -1.7 -1.8 _
x x x -1.9 x x x x x4.0 x 4.0 x x x x 2.1 x x x x x-1.1 x 0.8 x0.6 x0.4 x-0.3 x-0.6 x 0.6 x-0.5 X 0.4 x0.5 -0.5 x-2.4 MOYLE COVE
-0.9 -0.5 x 0.2 x0.5 x
x1.0 � � x x-1.1 x x
I I '�-"' M I I - - I I -0.7 w -0.8 -0,8 -1.3 -1.8 -4.6 -2.3 -2.5 -2.8 -2.9 -1.8 -1.6 -1.2 -0.9
' x x x X1.0 x x x-2.2 x-2.9 X4.0 x -2.1 x x x x x x -1.3 -0.8 -0.7 -0.4 -0.2
-1.3 -1.6 x x x x x-0.9 x x x x-0.3 x-0.2 x-0.1 x-0.1 x-0.1 x-0.1 x X0.2 x0.3 x-0.4 x-0.5 X0.6
x
x-1.0 x -1.1 1 1 �� I I w-LW ELEV I I 1 1
rx-
x-1.8 -1.3 -1.5 x-1.6 X1.5 -1.6 x-2.3 x-2.1 X2.2 x-2.4 x-2.4 x-2.4 x4.7 x2,4 x-2.5 x-2.5 -2,8 x-2.6 _2.3 x1.9 -1.1 x x-0 1 0� x0,
x-2.5 x x x x
x x x-0.8 x-0.4 x-0.5 x x0.2 x .2 x0.2 x0.2 x0.2 x0.3 x0.2 xp,q -0.1 -0,3 -0.4 -0.5
2.2 /
-1.3 x O.Ox x x
x-2.7 x-3.2 x x-1.5 x-2.0 x-2.1 x-2.5 x-2.8 x-3.0 x-2,4 x-2.7 x-2.9 x-4.5 -4.1 -2.8 x2.3 x-2.0 -2.1 -2.2 -1.9 -1.5 -1.1 �
c -3.0 x-4.8 x x x x x x x x-0.8 x-0.6 x- .2 x0,1 x x0.2 x0.2 x0.3
x0.4 x0,3 x0.4 x0.4 x0.5 x0.4 x0.3 xO.2 0 0 x-0.3 x-0.5
x-3.8 x-5.0 X 4.7 X 4.5 X4.7 x-4.5 x-4.3 X4.0 X4.2 x-4.2 x-4.3 x-4,4 -4.5 -3.5 x-2.5 -2.2 -2.0 x-1.8 -1.6 -1.3 -1.1 -0.8 -0.5 -0.3
x x x x x x x x x x X0.1 xO.2 x0.3 xO.3 x0.3 xO.5 xO.5 x0,4 xO.4 xO,4 xO.5 x0.5 xO.4 x0.3 `x0.1 -0.3 x-0.4
x-0.6 � x
x-5.1 x-4.9 X4.6 -4.6 x-4.3 x-4.5 -4.6 -4.8 -4.7 -4.6 -4.5 -3.5 -2.9 x-2.3 -2.1 -2.0 -1.6 -1.0 -0.8 -0.5 -0.3
/ x x x x x x x x x x x -1.1 x x x x x0.1 x0.2 x0,2 xO.3 xO.4 x0.4 x0.4 xO.5 xO.4 10.3 x0.3 x0.3 xO.2 xO.3 xO.2 x x-0.3 x-0.4
/8 �
-5.1 x x -4.4 x-4.7 x-4.9 x-4.4 x-4.4 x-3.6 x-3.2 -2.8 -2.6 x1.8x-1.9 -1.8 x-1.5 -1.1 -1.0x-0.8 x-0.5 -0.4-4.5 _4.5 x x x x x 0.1 0.1 x0.1 x0.2 x0.2 x0.2 x0.2 0.3
x-0.7 x x x x0.3 x0.3 x0.3 x0.3 x x0.3 x0.3 x0.2 x0.2 x-0.3 -0.5
-3.3 x x0.1 x
-3.5 -4.7 -4.9 -4.8 -4.7 -3.6 -2.5 -2.4 -1.9 -1.5 -1.3 -1.0 -0.8
x-5.3 x-4.6 x x x x x x x-2.5 x-
x x x-1.5 x x x x-0.9 x x-0.5 x-0.4 x-0.3 I x0 Q. 1..ra�. x0.1 x0.2 x0,2 -0.2
-4.8 �.�i1 1 1x6A..-WQ I x0" x0.2 x0.2 x0.2 xO.2 xO.2 110 x x-0.3 x0.6
-1.1 -1.1 1 1 n'r"� I I .�..... I I Er; -0.0'
x-5.0 -4.8 X 4.6 x-3.5 x-2.5 x-2.2 x-2,2 -2.2 x-2.1 -1.8 x-1.6 -1.4 x-1.2 -0.9 -0.5 -0.4 -0.4 -0.4 -0.3 -1.0 -1.4 x-1.7 x x -1.1 -0.7 -0.7 -1.1 -1.1 -1.0 - .2 STA. 2 x-5.5 x x
SPIKE x 3.4 0.9 -4.7 x x x x x x x x x-2.1 -1.9 -2.0 x x x x x x x-1.0 x x-0.7 x-0.7 x-0.7 x-1.0
ELEV=6.46' (MLW DATUM) ' x x x x 1.9
-2.0
x-0.2 x-5.7 x x x-4.5 x-4.4 x-4.0 x-2.3 x-2.0 x-1.9 x-1.8 X 1.8 x-1.6 x-1.5 -1.2 -1.0 -0.7 -0.3 -0.3 -0.2 -0.1 �.�/� 01.21 rrt I x x1.8 -1.0 x-0.9
-3.7 -4,4 -4.4 x x x x x x 'i 1 I��'•rrx x x0.3 x0.r1 x r l x" o 0 X 0.7 x-1.0 x1.8 x-2.0 x-1.8 x 1.5 x-1.2 x x-1.0 x-1.0
_'1 1 1 x
1.4
x x- x-4.6 x-4.5 X4.4 x-4.4 x-3.5 x-3.4 x-2.3 x-1X8 x-1.5 X 1.3 x-1.0 X0.7 x-0.5 x-0.3 -0. x-0*
0.0 -0.5 -1.1 -1.5 -1.7 -1.4
6.9 x -0.4 -5.8 4.9 x 0 r x x x x x x -1.5 -1.4 -1.4
0 � \ �wYYY� ,� x x x
��`1.0
-3.6 x-4.7 x4.5 x-4.3 X4.5 x-4.5 x-4.3 x-4.0 x-3.Ox-2.3 x-1.4 x-1.0 x-0.6 x-0.4 -0. x0.2 x0.4 x0.7 1 �YY�'�'l M SwF<fV�oo x-1.7
J' -3.8 -5.9 000
x -0.4 X0.2 � \
2.1 x x x-4.5 x4.6 x-4.6 x-4.5 x3.8 x-3.1 x-2.0 x-1.0 x-0.6< x0.4 0,5
2.9 - -5.6 -4.6 /
x �
x3.1 0.6x x x-
x x x3.4 X2.5 -1.6 x1.0 -0.3 x �.x0.7
-5.7 -4.6 -4.5 -4.1 -3.8 x x 0,8 C
00000
x
-3.8 -1.5 x-1.0 \
x x x -2.9 -2.3 x �.
' 0.8x x -1.8 x-5.4 -4.4 x-4.0 x -3.5 x d
-0.3 0 `
�/ J
� E�� 0.9 x
-3.2 x x -2.8 x-2.0 x-1.0
NOTES
-4.2 x -3.5
< x ` 1. FIELD WORK WAS CONDUCTED SEPTEMBER,
-1.7 - .5 -3.5 -5.4\*"** x -1 8 2021 BY HEIDECKER LAND SURVEYING, PLLC
O'4 x-1.5 x-2.5 x -3.5 x -3.5 x-1.4 x 1'�x AND ALL MEASUREMENTS WERE TAKEN ON
' THE GROUND.
-0.9 ` 2. NORTH ARROW IS BASED UPON CPS
' 0.
8 x OBSERVATIONS CONDUCTED BY HEIDECKER
-0.9 x � LAND SURVEYING, PLLC.
2.0 x 0,1 x-0.3 x x -1.4` \ 3. ELEVATIONS SHOWN REFERENCE MEAN LOW
-1.2 WATER (MLW) VERTICAL DATUM.
Ir !J i
0.7 x 0.0
�r
1.0 - i L
x �OF NEI,�Y
FEET 4 ?�{{^
0 10 20 30 M,�. z �� Sc
I I I I I I O \ qr + + n.
- METERS - .,bzk,�� x.,l _� ttlnlciTo,r;n
( Ba: d a.Tr.l . 5
FEET ; ,
JOHN (VRD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: SHEET NO.
0 20 40 60 80 /cF� N �C'�� 0` S751 UITE OATES AVENUE OCTOBER 20, 2021
BATHYMETRIC SURVEY OF ,
GRAPHIC SCALE 1 = 20' SFD ��,ti�, S�? HOLBROOK, NEW YORK 11741 22 DRAWN BY: B.M. MOYLE COVE P211HLS120
(631)-772-9604 CHK BY: J.H. TOWN OF SOUTHOLD
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MHW:+2.4 FT ELEV MHW:+2.4 FT ELEV z N
(SEE BLUESTONE ROADWAY& PROPOSED CAPE y y y y y y "'' \
BERM B'-B'CROSS SECTION DETAIL) y y y y y *" 11 FT AVG 30 FT AVG N
AMERICAN BEACH GRASS y y y y y y y y�Y �„+ _ r
PLANTINGS OR EQUAL r y - y y y� y
y y y y y y W' ya""" °W y v���`� J�� v v MLW:+0.0 FT ELEV W o
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PROPOSED COIR LOG BANK STABILIZATION ram\y y y y _ A y y y y y y J'�' Y CL W
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a / / ,1• * x -1 /\? ,off % p * DEPTH WILL AVG.APPROX 13"IN DEPTH THROUGHOUT THE DEPOSIT \
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