HomeMy WebLinkAbout1000-90.-2-18 S.C.T.M.# DISTRICT 1000 SECTION 90 BLOCK 2 LOT 18
DWELLINGS
DWELLINGS
W/PUBLIC WATER
W/PUBLIC WATER 8� VACANT 150'—
—4-150' �
i
8\ CL 7.0 CEDAR PDTNT DRIVE EAST CL 8.4
— EDGE OF PAVEMENT
U.P. PRON// U P�
S 77°14'00" E 10
. MON 0.29'
GUY - - - - -
/ W. MON.
. / _
LOT 105 LOT 104 / LOT 103
—42— /
LAND N/F OF 12- / LAND N/F OF
MEGALOOP EQUITIES LLC — — 920 CEDAR POINT LLC
S.C.T.M• 1000-90-2-17 1.3'E
S.C.T.M. 1000-90-2-19
018"OAK
DWELLINGS /
W/PUBLIC WATER
DWELLINGS
-� 150 14� / W/PUBLIC WATER
cl) 150'�-
w 18"OAK
o! Q
� PIPE 02E
=
12"PINE
U
o \ �16� EX. BLOCK N
CESSPOOL 0
I OU.P.
U P 012"PINE
12151 NE' �18---
�- 0
f
012"OAK
18 zs\? /
N F STOOP EL 18-7
EL 2 ,........ 12"PINE
. .......................
r - - - - - - - � f — _ � BELG. BLK. APRON � ' I- - - - - - �
i3.7' .... 0 PIPE 0.2'E
I W 12"PINE "PINE 1
oo :::::::::::::::::::::::::::::: O
•••••.•• ••••• •••••••••••..... . i/2 SY FRM.:.:
d- N GARAGE
DWELLING _ i ....GF 18. .:•:•: FFL 21,9
I r
14.0' ::::::::::::.:::::::::::.:::::.::::::::....... 12"PINE 24.01 0 PIPE J DWELLING
:: :: :::::::::::::: :::: :::: :::........................................ WOOD:
I
EL 18.6 STOOP
d-_ 0 38.1' 40.2':''. ......:..:. �� _o
L — — — — — — — — � —I 3 CONC. .. 21.8'
// I TQOOP IST FLR.
J ( 2' CANTILEVER 01,P"OAK / / DECK
I
SWIMMING POOL ( FLAG PGLE I /
1 EDGE OF LAWN \ /
L - - - - - J � i IPE/
TOP OF BAN EDGE OF LAWN /' r? / T OF BANK
EDGE OF LAWN TOP OF BANK t �,
2.6'W — — — — — — rn WOOD DECK i '48— _ O
- - - - - -14- - - - - - - 30.0'
1
—x - - - - - - - --10- - - - - -- - - - - - -
— — TW 8.6— --8— — — — — — -fyp �1W 8.6
TW 8.5
BIN 4.1 WOOD/VINYL BULKHEAD BIN 3.8 BW 3. BW 3.
BEACH ZONE X
FLOOD ZONE BOUNDARY_ -
- --�� ZONEVE(ELIO) _.._.._.,
_.._.._. _.._.._ .
..-•—.._.._.._.._.._.._.._.._. _.._MHW Z.3—.._.._.._.._.._. _
——— __..—N 77014'00"W TIE LINE 100.29'
ELEV. 15.2 z
DR BROWN
OL LOAM
z z
0
S BROWN
M
SILTY SAND 3, PECONlC BAY
PALE 3
SP BROWN
FINE
SAND
14.6
WATER IN WATER EL 0.6
PALE TOWN OF SOUTHOLD
BROWN LOT COVERAGE
SP FINE BUILDABLE AREA: 22,722 S.F.
SAND 1 7'
DWELLING: 2199 S.F.
DEC. 7, 2023 WOOD DECK: 303 S.F.
McDONALD GEOSERVICES D E C E I V EL:: TOTAL: 2502 S.F. or 11.0%
�Y
BUILDABLE LAND AREA LANDWARD OF BULKHEAD �
MAR 26 2025 ,
(LOT AREA- BEACH AREA) =22,722 S.F.
24,722 2000 S.F. FEMA MAP#36103C0169 H
Southold Town EFFECTIVE 09/25/2009
Board of Trustees
AREA: 24,722 S.F. or 0.57 ACRES ELEVATION DATUM.. _NAVD88_--____—_
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM 714E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENT'
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOT 104 CERTIFIED TO: JOSHUA HERRENKOHL;
MAP OF: CEDAR BEACH PARK JOY KILPATRICK;
FILED: DEC. 20, 1927 No.90
SITUATED AT:SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYIVG, PLLC REVISED TO SHOW FOUNDATION OFFSETS & DIM. 02/27/25
SUFFOLK COUNTY, NEW YORK Professional.•Land Surveying and Design
P.O. Box I53 A uebo ue, New York 11931 ME WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
9 g LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
FILE # 224-17 SCALE: 1"-20' DATE: FEB 25, 2024 N.Y.S. LISC. NO. 050882 PHONE (d1)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS
Southold
z
EL. 15.2 0.0 0
U)
Yard E�menl-'
DARK BROWN U)
LOAM co
OL D
1.0
X
BROWN Pecc-11C 17-11 W
Souvidd Bay OustersW
SILTY SAND
Sm
3.0'
_J
0
PALE BROWN
LAND N/F OF LAND N/F OF FINE SAND ' CEDAV PO'N'T
JACQUELINE A MOSKOWITZ LAND N/F OF LIN BUCKFIELD & MELISSA KELLY -IVE EAST, 0
U)
LIN BUCKFIELD DWELLINGS HIGHEST EXPECTED S0TUTV01!X
z
DWELLINGS & MELISSA KELLY W/PUBLIC WATER <
GROUNDWATER 2
W/PUBLIC WATER 150'- .0 _J
-150' VACANT 0-
W
G.W. EL. 0.6 SP 1_
14.6' U)
CL 7.0 CEDAR T-OINT DRIVE EAST CL 8.4 ALL SITE DATA SUPPLIED BY KENNETH WOYCHUK LAND SURVEYING, 0 Z
-91 PROPOSED 3 WELL CLOSED LOOP WATER IN PALE AQUEBOGUE NY 02.25.24 W 0
--------------- EDGE OF PAVEMENT o
------------------- GEOTHERMAL FIELD BROWN SCTM#1000-90-2-18 /24,722 SF L57 ACRES'11r.::� LOT 104 IN CEDAR BEACH PARK DEC. 20, 1927 NO. 90 >
----APRON U.P FINE SAND EL W
U.P. ELEVATIONS NAVD 1988 DATUM
SID
'---
S 7701410011 E 1-00.29 17.0' PROPOSED SITE PLAN SUPPLIED BY NGUY PROPOSED PROJECT LIMITING FENCE MERYL KRAMER ARCHITECTURE 1_: W
EXISTING WATER LINE TO BE RELOCATED iV. T TEST HOLE CN
16,304 FT 2 C6 <
C)
NO SCALE
PROPOSED STORMWATER DRAINAGE SYSTEM LOT 105 L__J LOT 103 PROPOSED I 000-GALLON TEST HOLE PERFORMED
(1) 8'0 x 6' DEEP DRY WELL SWIMMING POOL BACKWASH U)
0 UNDERGROUND BY McDONALD GEOSCIENCE 12.07.23
W
(3) 8'0 x 6' DRY WELL FOR ROOF RUNOFF i --____ ____ � , -.-•--:: :_ -=�� __-' I
LAND N/F OF
ND N/F OF EXISTING SEPTIC SYSTEM TO BE
PROPOSED SEASONAL POOL HOUSE SEPTIC SYSTEM MEGALOOP EQUITIES LLC ABANDONED AS PER SCDHS REGULATIONS
1000 GALLON SEPTIC TANK S.C.T.M. 1000-90-2-17 20 CEDAR P NT LLC W
-GRAVEL-DRI
S.C.T.M. 1 0-90-2-19
W/ 2-4' DEEP LEACHING GALLEYS (D 't
(D
EXISTING DRIVEWAY TO BE REMOVED
+1 EXPANSION GALLEY DWELLINGS W =__ ` . l = ` --`- '':_'_ ;'_ 0
W/PUBLIC WATER
)
DWE INGS PROPOSED HYDRO ACTION AN600 TREATMENT TANK-
U
-150'
>
14-- PROPOSED W/P LIC WATER SUITABLE FOR UP TO 6 BEDROOMS (660 GPD) C: CO Z
El GARAGE 150'- U)
4' HIGH POOL FENCING FFL 15.3
U) -15.9 WITH LOCKING COVERS TO GRADE
LL1 W
0 U)
CONTROL PANEL WITH GFI SERVICE OUTLET, CC
p
SED POOL HOUSE
FFL 16.8 VENT WITH CARBON FILTER AND HYDRO ACTION
d ROPOSED PARTIALLY COVERE HP80 COMPRESSOR TO BE INSTALLED WITHIN
C:
RAISED PROPOSED 1-STORY GARAGE & POOL HOUSE RA MASONRY PATIO
I
VIEW OF TREATMENT TANK 0
SET ON A SLAB ON GRADE
- - �:- :_ , E w/ 2- 8' 0 x8' DEEP LEACHING POOLS <
GARAGE FFE: 15.3-15.9/IPOOL HOUSE FFE: 16.8 i __ �_ - -_ I CUT WITHIN 1 00' TOP OF BANK SETBACK 9
0- \' .- 0 -- 1 +1 EXPANSION POOL ob E
FIRST FLOOR FOOTPRINT: 470 FT L) J6 SE 00 (D
z --- 0
W
0
C'q
0 SWIMMING POOL= 65 YD3
0 C9 C)
Z.) a_ --- -- -_ _. PROPOSED 234 SF GRADE LEVEL MASONRY WALKWAY 3
TEST HOLE LOCATION 0. m - NEW CRAWL SPACES MAIN HOUSE= 121.8 YD W
0 0. - ----- 1 O'TOF �;E-TBACK
_-OF-BAPI" 62 SF MASONRY LANDING AND STEPS TREATMENT TANK= 23 YDI
OPOSED : >_
IMMING POP 1�
REMOVE EXISTING UTILITY POLE fl�
0 P 3
TWO 8' 0 x 6' DRY WELLS=1 8 YD
BURY PROPOSED ELECTRIC LINES W> ��t
0 a>1 PROPOSED RECONSTRUCTED 1781 SF & 2-STORY DWELLING <
0
1'
&.0
O<M
( _-' - -= = $- FINISHED FLOOR ELEVATION 21.9 *PROPOSED GRADING LANDWARD OF GARAGE/MORE THAN 100
<
PROPOSED 4' x 10.5' OPEN COVERED PORCH
0 6 BEDROOM RESIDENCE FEET FROM TOP OF BANK TO BE ACHIEVED USING ON-SITE
PROPOSED 4x 10.5' STOOPS WITH STEPS 018 0 MATERIAL GAINED FROM EXCAVATIONS REQUIRED FOR
W PROPOSED CRAWL SPACES & SWIMMING POOL
PROPOSED 1 STORY ADDITION W/ NEW CRAWL SPACE (414.3 SF) PROPOSED 2 STORY PORTION OF HOUSE IN PLACE OF EXISTING 2 STORY (591 SF)
2 < E 18. YO&4-
IN PLACE OF EXISTING 1 STORY ATTACHED GARAGE -----_1- OVER 1ST FLOOR DECKING AND EXISTING BASEMENT TO REMAIN) �A A FR?
.2 1 I I
13'- PROPOSED 2 STORY PORTION OF HOUSE IN PLACE OF EXISTING 2 STORY PORTION
PROPOSED FIREPLACE z WITH NEW CRAWL SPACE (440.5 SF) COVERAGE CALCULATIONS
A" z
UJ
PROPOSED 1 STORY PORTION OF HOUSE (WITH NEW ROOF DECK ABOVE)
BUILDABLE AREA LANDWARD OF BULKHEAD: 22,722 S.F.
DWELLING ro IN PLACE OF EXISTING 1-STORY (335.2 SF)
0
PROPOSED UNENCLOSED COVERED PORCH WITH STEPS IN PLACE OF EXISTING 1 STORY EXISTING LOT COVERAGE: p P,co
101,
5'-3 PIPE WITH ROOF DECK ABOVE (80.2 SF)
- ---------- - -
22 -- 2.3F//-
'EL 18.6 20 DWELLING: 2199 S.F
00
00 2
/� WOOD DECK W/ STAIRCASE: 360 S.F.
F IER LINE 1 11 1 TOTAL: 2559 S.F. OR 11.3%
01 1 P-OAK DECK
i
MAXIMUM ALLOWABLE GFA: 3,622.2 SF
SWIMMING POOL No FLAG POLE
-
CV) 2q C:) W
co 7.
+1 +1 +1 E E OF IPE/ . ........ . ........ GFA PROPOSED HOUSE (ENCLOSED SPACES ON FIRST & SECOND FLOORS MEASURED
..........
...... TO EXTERIOR FACE OF SIDING) 3,234.5 SF..........
....... . T /P OF BANK
X
...........
z
(FIRST FLOOR 1,781 SF + SECOND FLOOR 1,039.ISF + CATHEDRAL AREA OF W
.. ........................... .......
PROPOSED 215.6 SF DECK AND STEPS WITH PERGOLA ABOVE
------ ------- LIVING ROOM +151 IN HEIGHT COUNTED A SECOND TIME 414.3 SF) W W
2.6'W WOOD ECK W
____�--------4 ---------------- 01 >- -------- - PROPOSED LOT COVERAGE (MEASURED TO EXTERIOR FACE OF SIDING):----- ------------70------------------------
PROPOSED 10' WIDE VEGETATED NON TURF BUFFER 8
-------�WBI------ 7`W9.0------------T-W-8.6- 7W 8.6 8.5 PROPOSED HOUSE: _J
MAINTAIN 4' WIDE CLEAR PATH TO DECK/STEPS I 1 0
BW4.1 WOODIVINYL BULKHEAD BW3.8 13W 3.6 BIN 3.4 HOUSE FOOTPRINT ENCLOSED SPACE 1,781 SF fy 0 m:
WOOD DECK FOOTPRINT O_ I'_
ZONE X EXISTING 2199 SF 1 & 2-STORY HOUSE TO BE DEMOLISHED 215.6 SF W W m
< 0
FLOOD ZONE BOUNDARY (FIRST FLOOR DECKING AND FULL BASEMENT TO REMAIN WHERE NOTED) COVERED PORCHES (ENTRY PORCH 41.2SF +UNECLOSED PORCH 80.2SF) 121.4 SF 0 U)
STOOPS (LIVING RM NORTH STOOP 41.2SF + KITCHEN WATERSIDE 30.9SF) 72.1 SF W
ZONE VE(ELIO) < c)
C)
PROPOSED 3' x 10' STOOP AND STEPS TO REPLACE EXISTING LO
N 77'14'00"W TIE LINE ALONG MHW 100.29' PROPOSED POOL HOUSE & GARAGE: >
POOL HOUSE ENCLOSED SPACE = 139.5 SF fy
GARAGE = DD 338 SF
POOL HOUSE COVERED PORCH D ECEIVE
140.9 SF
POOL 15'X34'
MAR 2 6 2025 510 SF
PECONIC BAY
N
TOTAL: 'soumoid Town 3318.5 SF (14.6%)
�SA N'T�AR Y�S I�TE PLAN Board of Trustees
sc
1.2 0
SCALE Project: 750 Cedar Point Drive East., Southold DRAWN BY: KM
I Depth0 DATE: 04.11.24
20' 01 20' 40' ZONE AREA (SF) RUNOFF ADJUSTED 2" Rainfall 8' 0 Drywell Drywell # Total LF SCALE: AS NOTED
COEFF. SQ FT Event /42.2 Ft Sections Drywells PROVIDED
EXISTING UTILITIES (LF) Used (EA) SHEET
PROPOSED UTILITIES 1. Main House 2228 1 2228 371 9 6' 2 12' (133%)
2. Garage/ pool house 643 1 643 107 3 61 1 6 F I
(200%)
EXISTING TBR 3. Swimming pool backwash 495 Ft2X-6 Avg Depth= 2970 Ft3 x 5% backwash = 148.5 Ft3 /42.2 = 3.5' use 1- 8' 4) x 4' deep dry
OF 1 SHEET