HomeMy WebLinkAbout1000-76.-3-10.1 S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 3 LOT 10. 1
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DWELLINGS
W/PUBLIC WATER
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CONC DRIVEWAY
RIBBONS
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TO BE REMOVED / I
ELEV. 6.2 ;^IN it IN FAVOR OF ` I
STONE DRIVEWAY : � rn I I rn
OIL SANDY LOAM `XP / d
1.2'
BROWN LU
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Ex EL 6.5 P. GAS I w
SM LOAMY SAND EX A' EXISTING SHED r TANK I -P
1.0' I TO BE REMOVED s I O
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MEDIUM
SANDSID
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GRAVEL
.0' DWELLINGS o LG L t: ': I INGROOND
6
O � EXIST- SEPTIC � / /i
W/PUBLIC WATER / // ;, , I LP GAS
WATER IN WATER EL 0.2 TO BE ABANDCNED 8'Ox4'DEEP
�150' . �/� � / I O BE REMOVEC:,
MEDIUM HIGHEST EXP. 1.0 / ,/ ,,, ,/,
S W � AND BACKFILLED ��•/�/� /��/ ,�
LG /CLEAN COARSE SAND 7 7 7 / /i / I '� DWELLINGS
SAND — LG A' D.W PROPOSED
GRAVEL \ - -- �. i i GARAGE i i I W/PUBLIC WATER
11' I 2'' LG 3 '��7.0 //� U.P. 150i-
JULY 12, 2023 LG
K. WOYCHUK LS
DB
� ' e'�� '`'�� GUY WIRE
I MIN ' ,
ELECTRIC AND AIR SUPPLYHOSE TO OV'JiS--.. /�7 /// LOT 43
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["SCH 40 PVC VENT PIPE _.. (I I I (� CENT
; METER
CONTROL PANEL AND AIR PIiMP '
1
"'��_ I Iit�' COVERED 1, " UNI / PORTION OF EXISTING GARAGE TO BE REMOVED
E ECTRIC SERVICE TO CONTROL PANE _-'6 GONG PORCH , AC%
I 1 C O- EL(7 6) REMOVED ®� I / GARAGE Fi_R ELEV 7.0
iC B�
DRAINAGE CALCULATIONS: -�- -" tyW "�—='" �;;%;;4,:�-��','
�2.4' -� 31 3
/ 1 II --PORTION OF EXISTING GARAGE Tp BE
GUTTERS TO BE PLUMBED TO ONSITE DRYWELLS \ — ® � 106
, CONVERTED TO LIVING SPACE
8' x5'DEEP i�/�i�//�
DWELLING W/COVERED PORCHES 4626 SQ.FT. LOT 47 ��C UNITS ® pR(�pOSED / o ti
H OOR
4626 x 0.166=768cf REQUIRED I, J 5 �,-- 27 3
(4)8'DIA x 5'DEEP DRYWELLS-845cf PROVIDED D rIOPJ / 27'8 PROP SED�v EXISTING SHED TO BE REMOVED
T
/ / J
V PROP�J E� �
*"OVERSIZED FOR POOL WASTE WATER FROND OR { / r PGT F(�OR,
31.3 1.5'W
:uC I,AI-HcJ(UARA(�E:99U S.1-. _ -
: 383 ;;.Ex,ENSIGN / -_
(INU
g a'
990 x 0.166=165cf REQUIRED i
(1)8'DIA x 4'DEEP DRYWELL=169cf PROVIDED I �'` RA v_a
2, YF ME I
D W :.:DWEL.INC#1420 1_xISTING wooD DECK
D.W. AND ROOT CELLAR TO BE REMOVED
pvED
D.W. 0 -
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PROP P ATIO O
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F)ISTIVG 10.9'x29' r
PORCH
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LSED OF 10,9'x27 6' N
N PORCH —
6I
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CONC. BLOCK WALL - AS SIT( N ON FILED A
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S 57°10'10"W 5 - - - tw
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-
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+
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ANA
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_S 59059'50" W - `84.48' S 47
TIE LINE PER DEED ***_ t j�g�j� NOTE
BULKHEAD AND SOUNDING
SILL BULKHEAD ELEVATIONS RERFENCE MLW 0.0 DATUM
TY PI A SILT
MHW ALONG EXISTING LOW SHOWN THUS: tw 3.5 tw 6.0
SCREEN SECTION LAND N/F OF 60'\N InIW 0.0
GEOTEXTILE FABRIC THOMAS ONEILL mhw EL 2.
SUPPORT POSTS
WOOD OR METAL
FLOW DIRECTION MLW SHORLINE
EXCAVATED AND ADD BULHEAD/DOCK 12-01-24
BACKFILLED TRENCH REVISED FLOOR PLAN 05-02-24
REVISED 02-19-24
EXISTING GROUND REVISED 12-31-23
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
-I 4I�4I—III—III—III—III— III=I I— I—I4IEll I—I I I-11 I-11 I- LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS
-III-III-I I�I I I-III-III-I I III-I I -I I I-I I I-I I El I I=III- AND OR DATA OBTAINED FROM OTHERS.
1=111�11=III=III=III=III= III-III- 11=III=III=I I I=I I I-111= NAV
_I I—III—I 1=1 I—I I—I 1=1 I: I I_I —I I—I I—I I—I I_I 1= AREA: 3�',3 7 6.7 0 S Q.FT. o r 0.8 6 ACRES ELEVA 77ON DA TUM. _____D 8 8_____---------
UNAUTHORIZED 4.
2'MINIMUM
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARIAG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO 1iL PERSON FOR WHOM THE SURVEY!S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777LI77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC770N OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SI BSUR/ACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOTS 44-46 INCL. CERTIFIED To: 1420 SMITH DRIVE LLC;
MAP OF: GOOSE NECK FILED:NOV. 22, 1948 No. 1663 FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED AT BAY VIEW
TOWN OF:SOUTHOLD
SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC
or Professional Land Surveying and Design
P.O. Bog 153 Aquebogue, New York 11931
FILE #223-132 SCALE: 1"=20' DATE: SEPT. 10, 2023 PHONE (631)296-1568 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882
SITE DATA:
DISTRICT R40 - EXISTING: PROPOSED: ALLOWED:
LOT SIZE (SF): 37,376.1 37,376.1 -
WETLAND AREA (SF): (340) (1150) -
BUILDABLE (SF): 37,036.1 36,226.1 -
S LOT WIDTH (FEET): 150 150 150
U.P. �I T
1,245.58'
PIPE NBoo hj�l��, LOT DEPTH (FEET): 220 220 175
2.0'E 3O bo S®ED j j
Of°FPAV v �� j
EMfNI'
-C �S FRONT YARD (FEET): 87.7 46.7 50
� J2
z 02N R'lso.00, U.P. REAR YARD (FEET): 67.5 51.0 50
„ L=76.62 uY
! 0.1'S 0.4'W IPE
0 5. s 5.4's SIDE YARD (FEET): 24.6 22.4 15
b BOTH SIDE YARDS (FEET): 35.2 33.7 35
m
p PANE
TA K
W GFA (SF): 4,229.3 5,024.1 4,816.95
-4�
O
GENERA OR �
[� N LOT COVERAGE (%) 10.4 16.51 20
11.2 o BUILDING HEIGHT (FEET): 20.6 28.75 35.25
W NUMBER OF STORIES: 2 2 2 2
cc
DETA HED
GAR GE GFA CALCULATIONS (SQUARE FEET) -
W
U.P. EXISTING -
osw
3 DRIVEWAY EXISTING FIRST FLOOR: 2,878.5 PROPOSED GFA: 5,024.1
EXISTING SECOND FLOOR: 785.E ALLOWED GFA: 4816.95
LOT 47 �813.1 EXISTING ATTACHED GARAGE: 565.2 OVERAGE: 207.15 (4.3%)
22'41 WALKWAY LOT 43 S FIRS FLOOR TOTAL EXISTING GFA: 4,229.3
A/C 0 EXTE SION
FRONT ORCH FIRST LOOR PROPOSED -
-� EXTE SION
1 EXISTING FIRST FLOOR: 2,878.5
EXISTING SECOND FLOOR: 785.6
2 STY FF AME
I�\ DWE LING##i420 _ PROPOSED 1 ST FLOOR ADDITION: 736.2
2aFL.°CK l i II WASTER BEDROOM: 500.8 I
=DROOM:
ONT PORCH ENCLOSED: 59.8
pAT'° 175.6
PROPOSED 2ND FLOOR ADDITION: 340.3 t
°ANUUAC F HANCf °ANUS(F100D�f Q
V N ` °p 6 p�0°D N PORTION ATTACHED GARAGE REMAINING: 283.5
20 0
N N 1pNEA , N W V 20NE (eC6 UNDARY TOTAL PROPOSED NEW GFA: 5,024.1
s) 1
8spp 0SSHO ILEDMA O�LA Fla MODERAIEWAVEACrON TW5.3 02w
545 RY DIFFERENCE IN GFA - +794.8
S 57°10' 0"W . '
TW 4.1 NDA TIMBER AL
TW 4.7 p TW 5.3
O-
�CONC.BLOCKWA H
LL WELjO SEE GFA COMPARISON GRAPHIC A-300
DGE OF MAINTAINED YARD 2
z OD BULKHEAD MLW 13 DETACHED GARAGE 990.0
TW 2.
Tw 2.0 - 78.001
O Cr " 8 202
o
wz.o TOWN OF SOUTHOLD SUMBISSION / NOT FOR CONSTRUCTION
47°DO 00 w AL
S 95o„ W ER DEED 84.48' S CAS DRAWING LIST:
ov A-100 SITE PLAN, SITE DATA, DRAWING LIST
60� EXISTING SITE SURVEY BY KENNETH M. WOYCHUK, DATED SEPT. 10, 2023
MLW SHORLINE D-100 DEMO / EXISTING PLANS
A-101 PROPOSED FIRST FLOOR
A-102 PROPOSED SECOND FLOOR
A-200 SKY PLANE STUDY, NORTH & SOUTH ELEVATIONS EXISTING AND PROPOSED
A-201 SKY PLANE STUDY, EAST & WEST ELEVATIONS EXISTING AND PROPOSED
A-300 GFA COMPARISON GRAPHIC - EXISTING .VS. PROPOSED
DEC/WETLAND REVISIONS SEP. 13, 2024
DEC REVISIONS AUG. 19, 2024
1 PROPOSED SITE PLAN SCALE: 1"=30' GFA REVISIONS MAY 22, 2024
ZB HEARING SUBMISSION APR. 29, 2024
REVISION - APR. 12, 2024
OPTION B SUBMISSION - FEB. 12, 2024
CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024
DATE: DEC. 21 , 2023
SALI CE
BACON LANE ARCHITECT 1 420 SMITH DR . S . PROPOSED SITE PLAN ;' . ;. % ,�� , PROJECT NO: z31B-D1
378 KENT ROAD SOUTH
2120 CROWN LAND LN SOUTHOLD , NY S ITE DATA
CORNWALL BRIDGE, CT �. rw .. ,�? DRAWN ev: MBL/JM
K _. SCALE: AS INDICATED
�'r��,�.
06754 ( 20 1 ) 697-5774 C UTC H O G U E , NY DRAWING LIST L y' r5`"Yt '� DWG No:
A- 1 00 . 00
ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 1 OF 8
REMOVE
ROOT CELLAR �REMOVE� 38'-9"
1
r ENCLOSED PORCH I SHOWER
REMOVE DECK
II II II
—I I F I I I 11 I BATH 11 CL 11 BEDROOM 1 Fr—
II 11 11 OFFICE 11 1I II II
I I� �I � I I I I SECOND FLOOR 11 BATH
SIN EXISTING FIRST FLOOR ILI��I
`� _ �J KITCHEN i I L �=r=_ _�— — — — — �— I GUT INTERIOR
N 11(' � RAISE FLOOR AND ROOF
II � jICOI BATH IICLII
—tI— _ co 11 1
/-- - - - - - - - - - - - - - - - GUT INTERIOR- - - - - 1—�===_�-_-�-,��I L-L #1=
J CL I 11 CLOSET SPACE
- - - -11— - - - - - - - - - -
I—�N - - - - - -� II= II - - - - - - -
0
I REMOVE SHED 1— '� 11 '� I II CL
II
— — — — — — — BEDROOM 2 11 11 BEDROOM 3 EXISTING ROOF LINE
BATH I I I I RAISE ROOF TO INCREASE CEILING HEIGHT
II II II
II II
REMOVE EXTERIOR
WALL TO - - - - - - - - - -
AN ACCOMMODATE
-i EXTENSION
REMOVE EXTERIOR
GARAGE WALL TO
ACCOMMODATE
EXTENSION
2 DEMO EXIST. SECOND FLOOR PLAN
1„ 1.,
21'-6" 38-02 27'-6" 31 -32
118'-4"
KEEI
.� DEMO EXIST. FIRST FLOOR PLAN €�
OCT 8
SoAddbwil
Board of Trustees
DEC/WETLAND REVISIONS SEP. 13, 2024
DEC REVISIONS AUG. 19, 2024
GFA REVISIONS MAY 22, 2024
ZB HEARING SUBMISSION - APR. 29, 2024
REVISION - APR. 12, 2024
OPTION B SUBMISSION - FEB. 12, 2024
CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024
DATE: DEC. 2 1 , 2023
BACON LANE ARCHITECT SALI C E DEMO ° �R�'�r,�
1 4 2 0 SMITH D R S . �� ,�. ��, PROJECT No: 23 1 B-O 1
37B KENT ROAD SOUTH i ;` DRAWN SY: MBL/JM
2120 CROWN LAND LN S O UTH O LD , NY EXISTING PLANS 5 t
CORNWALL BRIDGE, CT SCALE: AS INDICATED
CUTCHOGUE
06754 (ZO 1 ) 697-5774 , NY
' • Q'L"1`�etyR+�� DWG NO:
D- 100 . 00
ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 3 OF S
191_2, +65'-6"
PATIO
25'-8" JL
IF
0
5'-0"
r F_1 2 "
G IM
KITCHEN L_ __j
0
N
o LIVING ROOM counter SAUNI
BEDROOM
MUD ROOM FIRST
co UP FLOOR
EL. 8.0TC
bN
N I UP I CL 4
III FRONT PORCH
OFFICE
0 0 0 o MECH. E
QATHROOM
MECHANICAL C3
EL.
O
CL Cmj
Up CL CL
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GARAGE
EL. 7.0
I i � PROPOSED FIRST FLOOR PLAN
I I
9
I I D EEI ��
I I
OCT0 CT S ESouthold Torn
Board of Trustees
I —1
I i
I i
DEC/WETLAND REVISIONS SEP. 13, 2024
DEC REVISIONS AUG. 19, 2024
22'-0" GFA REVISIONS MAY 22, 2024
ZB HEARING SUBMISSION - APR. 29, 2024
REVISION - APR. 12, 2024
OPTION B SUBMISSION - FEB. 12, 2024
CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024
ACON LANE ARCHITECT SALI CEY� A� DATE: DEC. 2 1 , 2023
cy,T
1 420 SMITH D R . S . B. � PROJECT No: 23 1 B-0 1
378 KENT ROAD SOUTH PROPOSED FIRST �n� ��'� �'
2120 CROWN LAND LN S O UTH O LD , NY DRAWN Bv: MBL/JM
CORNWALL BRIDGE, CT FLOOR PLAN � �`C UTC R O G U E NY SCALE: AS INDICATED
06754 ( 2O 1 ) 697-5774 , �� ,.
DWG No:
°F to d A- 1 01 .
ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 4 OF 8
DECK-5/4"DECKING PER OWNER SELECTION
OPEN AREA
B
BEDROOM 1 EDROOM 2
3.
CL CL MECH
CL
L!
ON SECONDFLOOR
EL.19.0
TT-11 BEDROOM 3
L I
DIN
ATTIC
37'-985-
1 L I
PROP-OSED SECOND-FLOOR PLAN
SCALE:1/8"
I il' I i I
12
0
GARAGE 7.0
AVG.GD.6.9
ECEIVE 117E
Dj
0 r'T
SECTION THRU GARAGE Southo!d Town
Board of Thistres
GARAGE ROOF PLAN
SCALE:1/8"
SCALE: 1/8"
I DEC/WETLAND REVISIONS SEP. 13,
DEC REVISIONS AUG. 19, 2024
GFA REVISIONS MAY 22, 2024
ZB HEARING SUBMISSION - APR. 29, 2024
REVISION - APR. 12, 2024
OPTION B SUBMISSION - FEB. 1 2, 2024
CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024
,ON LANE ARCHITECT DEC. 21 , 2023
BAr
I SALICE ARC
PROJECT No: 2318-01
378 KENT ROAD SOUTH 1420 SMITH DR . S .
PROPOSED SECOND cORNWALL BRIDGE, 2120 CROWN LAND LN4 . DRAWN E3y: MBL/JM
3 E, CT SOLITHOLD, NY
06754 (201 ) 697-5774 CUTCHOGUE , NY FLOOR PLAN
1 SCALE: AS INDICATED
DWG No:
021.
__ _ _ARCHITECT OF
CLIENT
PROJECT A- 10 2 . 0
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DRAWING TITLE
SHT 5 OF B
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EXISTING SCUTH ELEVATION
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EXISTING AVERAGE GRADE 6.9
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22'-74
PROPOSED NORTH ELEVATION
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------
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0
2nd FL 16.8 ,--�'- Board of bilees
--------------
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9
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FF-8.0 DEC/WETLAND REVISIONS SEP. 13, 20241
EXISTING AVERAGE GRADE 6.9
DEC REVISIONS AUG. 19, 2024
12'-3"
24'-7" GFA REVISIONS MAY 22, 2024
EXISTING NORTH ELEVATION
Z8 HEARING SUBMISSION - APR. 29, 2024
REVISION - APR. 12, 2024 1
OPTION 8 SUBMISSION - FEB. 12, 2024
CURRENT SUBMISSION: SOUTHOLD PZ JAN. 5, 2024
DATE: DEC. 21 , 2023
Y ARC
BACON LANE ARCHITECT SALICE SKY PLANE STUD PROJECTINo: 2318-01
1 420 SMITH DR . S .
378 KENT ROAD SOUTH
NORTH SOUTH DRAWN BY: MBL/JM
L
]IT
7j-
IL
0�=TiB 2 0 2
All
/y,
CORNWALL BRIDGE, CT 2120 CROWN LAND LN SOLITHOLD , NY '41
ELEVATIONS EXISTING 4,11. SCALE: 3/32 1 11
'Y
06754 (201 ) 697-5774 CLITCHOGLIE , NY FDWG
IIIII
02
AND PROPOSED 1
A 200 . 00
ARCHITECT CLIENT PROJECT SEAL SHT 6 OF
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EXISTING AVERAGE GRADE 6.9
DETACHED GARAGE
46'-7"
77'-11" PROPOSED EAST ELEVATION
2
Lu Ii
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FF-8.0
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EXISTING EAST ELEVATION
74'-8"
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EXISTING AVERAGE GRADE 6.9 1 F— I
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DETACHED GARAGE
46'-7"
Wa
PROPOSED WEST ELEVATION 77A
2
W
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2
DEC/WETLAND REVISIONS SEP. 13, 2024
rz
D, DEC REVISIONS AUG. 1 9 20
GFA REVISIONS MAY 22, 2024
OC7
ZB HEARING SUBMISSION - APR. 29, 2024
REVISION - APR. 12, 20241
Southold Town
Board of Trustees OPT113N B SUBMISSION - FEB. 12, 20241
CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024
DATE: _ DEC. 21 2023
AR
SKY PLANE STUDY PROJECT No: 2318-01
BACON LANE ARCHITECT SALICE
1 420 SMITH DR . S .
37B KENT ROAD SOUTH DRAWN BY: MBL/JM
EAST WEST
tTT] i
1 1
i
R,
2120 GROWN LAND LN SOUTHOLD , NY
CORNWALL BRIDGE, CT N, ,il''.
CUTCHOGUE , NY ELEVATIONS EXISTIN
DWG No:
06754 ( 201 ) 697-5774 1�
AND PROPOSED
OF
A 201 . 00
LARCHITECT 1 CLIENT PROJECT DRAWINr. TITLE SEAL SHT 7 OF 8 1
- --------------------------- --- -
REMOVE EXISTING GARAGE
EXISTING ATTACHED GARAGE-565.2 SF
— i n
j EXISTING OPEN PORCH TO BE ENCLOSED - - -- -- - -- - C-
EXISTING CEILING/ATTIC SPACE
-- - -- -- - - - - _ - REMOVE EXISTING SHED
21.33'
EXISTING FIRST FLOOR - 2,878.5 SF
-�� EXISTING SECOND FLOOR-
785.6 SF
ENCLOSE EXISTING 3-SEASON PORCH ------------ REMOVE EXISTING ROOT CELLAR
- -
REMOVE EXISTING SHOWER ENCLOSURE -- �--�, -�-_ - - - _ _ - _____ ---- - REMOVE EXISTING DECK
EXISTING FIRST FLOOR - ELEVATION 8.0 EXISTING SECOND FLOOR - ELEVATION 16.8
GFA CALCULATIO (SQUARE FEETj- PROPOSED GFA: 5,024.1
EXISTING-I
__- --_- --NS - ALLOWED GFA: 4,877.75
EXISTING FIRST FLOOR: 2,878.5 OVERAGE: 146.35 (3%)
I EXISTING SECOND FLOOR: 785.6
EXISTING ATTACHED GARAGE: 565.2
� I
i TOTAL EXISTING GFA: 4,229.3
PROPOSED-
EXISTING FIRST FLOOR: 2,878.5
I V i NEW DETACHED GARAGE EXISTING SECOND FLOOR: 785.6
i
PROPOSED 1 ST FLOOR ADDITION: 736.2
MASTER BEDROOM: 500.8
FRONT PORCH ENCLOSED: 59.8
� MUDROOM: 175.6
I- I
PROPOSED 2N,) FLOOR ADDITION: 340.3
i REMAINING ATTACHED GARAGE: 283.5
i
(CONVERTED MECH/MUDROOM)
TOTAL PROPOSED NEW GFA: 5424_1
31.3' i
* 1
DIFFERENCE IN_GFA- +794.8
- - -- - — -
NEW FIRST FLOOR ADDITION -
"�" ADDITIONAL 500.8 SF PORTION OF ATTACHED GARAGE 38.5'
REMAINING-283.5 SF
j ADD 500.8SF NEW FIRST FLOOR ADDITION
(FRONT PORCH ENCLOSED)- j
10 5' NEW MECHANICAL ROOM ADD 340.3 SF j
I ADDITIONAL 59.8 SF \ � AND MUDROOM I j
i
NEW FRONT PORCH (OPEN) ADD 59.8SF N ( L___
SECOND FLOOR ADDITION-
RAISE ROOF TO EXTEND
- - SECOND FLOOR LIVING SPACE
j ADDITIONAL 340.3 SF
ADD 175.6 SF
it
DECK AT SECOND FLOOR
- ----- PROPOSED SECOND FLOOR - ELEVATION 19.0
-- �] E C E
DEC/WETLAND REVISIONS SEP. 13, 2024
--_- DEC REVISIONS AUG. 19 2024
OCT 8 c
`- NEW FIRST FLOOR ADDITION (EXISTING PORCH ENCLOSED) GFA REVISIONS MAY 22, 2024
Southold Town ZB HEARING SUBMISSION - APR. 29, 2024
Board of Trustees - - -- - -----REVISION - ---
APR. 1 2, 2024
PROPOSED FIRST FLOOR - ELEVATION 8.0
OPTION B SUBMISSION - FEB. 12, 2024
F- -
CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024
DATE: DEC. 2 1 , 2023
BACON LANE ARCHITECT . ARC,yi7 �—-- - --- -- --—---
SALICE 1420 SMITH DR . S .
3 78 KENT ROAD SOUTH FA COMPARISON �PF2DJECT No__ 23 1 8 0 1
2120 CROWN LAND LN S O UTH O LD NY G RAP H I C DRAWN ev: MBL/JM
- -- --
CORNWALL BRIDGE, CT � � ; SCALE:
06754 ( 20 1 ) 697-5774 C LITC H O G LI E , NY EXISTING . V S . ,;.h ,�,"� DWC3 No:
---- --- ----
PRO PO S ED ' ' ��
OF
A-300 . 00
ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 8 OF 8
TEMPORARY ER6SION PROTECTION -1 \` v I� I N LOCATION PLAN
EXISTING WOOD WALL \�
---BARRIER INSTALLED THE FULL WIDTH II !I
OF THE PROPERTY 3 TO BE REMOVED
I o
-EXISTING CONCRETE BLOCK � U) Al i
70 -1 a .
TO BE REMOVED __ _-- f�► C v'_ \ G N 4z
'
----- - _ \ _ - I u------_--- _ P,
-PROVtDE-4- AOCE_SSPATH !) o_
� 0SfjT
PIPE THRU AMERICAN BEACH R S -C R
Trl
__ --- z - n pp �� \�� \������ , II �0 2°o'E 30�0"F EDGEOFP SQUr� SOUTHOLD SHELTE
---- _ m"� — ^ -- _— �_______--J------_—�� 1 _= "�� C�1 6: � �`�60_ APEMEyr 1 �K`L BAY ISLAND
- — — �� _,
'' ,, m C7 -D Z R_1 SO.00' = U.P. ' 1420 SMITH DRIVE
76.62�
W.M
4 SOUTHOLD, NY
— I MLW ' PIE————————— Q———J— '1 ��_ — ----------------------- w to
JIM
-3 - NOTE:
a
_____-- - EXISTING DRIVEWAY
——
-------------------------- MH1/V BULKHEAD --- ti
°, �----- - - -`- ---- --' CONFIGURATION IS b Im
! yv�O -► �}- -�''' __-'' I IMPERMEABLE SURFACE HOGS
CA
' - - TO BE REPLACED. W NECK
— __--EXtS TING BULKHEAD RAISED �'-O ELEVATION 6:0' 65.64°,
_ z.,'.:.. LITTLE
00 TO MATCH ADJACE�AIT EASTERN-NEIGHBORSHED o PEcoNlc
O — -- 'I j , r"-
�= ° --EXIS NG WW__ET-L-ANE)S BOUNDRY _NEW40-0' NON TU1�F BUFFER - 1705 SF BAY
i �_ - `_PL.ANTEb WITH SALT TOLERANT - AMERICAN BEACH GRASS
EXIST IVG/PERMITTED_LO�/_SaL-L-$UtIfHEAD -
° -_ — ---- --- --------- ---" ALL P W006 BULKHEAD EXTENSIONS TO B RE EMOVED z I PROJECT DESCRIPTION
S1 L BULKHEAD-TO-BE TO ORIGINAL APPROVED CONDITION. ILPRGASD U.P.
g o.s'w REMOVE ALL EXISTING NON-CONFORMING PLYWOOD BULKHEAD
NSW EXPANDED WETLANDS - -- NEW BU KHEAD POSITIONED BEHIND EXISTING WETLANDS BOUNDRY NANNEL GUY WIRE EXTENSIONS ACROSS ENTIRE WIDTH OF PROPERTY. REMOVE ALL
1150 SF NON-DISTURBAN E ' G�D G ;::::2,.5'::: ELEc. ADDITIONAL HEIGHT EXTENSIONS FROM PERMITTED WESTERN LOW SILL
° NEW 4'X 6' CATWALK WITH FLOW-THRU DECKING DRED METER BULKHEAD AND RETURN TO THE ORIGINAL HEIGHT OF APPROX 2.1'
`3 GARAGE: EXTEND IN HEIGHT PERMITTED EASTERN BULKHEAD AND RETURN FROM 3.5-
---- ---- ° TO 6.0.
MAXIMUM DOCK POSITION TO BE 10.6
25% OF WATERWAY WIDTH
,COVE ° w...S ::: CREATE NEW WETLANDS BOUNDARY BULKHEAD AT 64'-0" FROM EXISTING
POIRC
EXISTING BOAT RAMP, AND 24.6' ::31,3' :0 3,::.;:;;::: 5G' 1511,011 HOUSE AS SHOWN ON PLANS. BULKHEAD HEIGHT TO BE THE SAME AS
' EASTERN BULKHEAD AT 6.0'
ADJACENT RETURN NEW 3'X12' AL MINUM 2srrFRAME
1 V'-0'r
FF�s.o:::::::::::: BULKHEAD RETURN AT WESTERN END.
TO BE REMOVED RAMP __ w� �� ��� ��� ::::::::..........:.:.:.:.:.:.:.:.:.:.:.:.::::.:.:.:... ...
w: AREA BEHIND 6.0' HIGH BULKHEAD TO BE FILLED IN WITH 'CLEAN FILL ONLY.
r NEW LOW SILL BULKHEAD IN-FILL TO NEW 6'X20' FLO TER WITH __-' .'- _ 270 �jp1
MATCH ADJACENT _ ,--'�'�� E"P0 "� �pOT CREATE NEW WETLANDS PLANT AREA OF EXISITNG AND EXPANDED AREA
2 - 8 PILINGS _ :'31.5'1'''''' CEL AR
_ _ _
NEW BULKHEAD RETURN --- ----------------"-- --' ,_--'� 1.6E EL6.2 EL 1 TOTALING 1150 SF OF TOTAL WETLANDS AREA WITH APPROX.
____ 1150 SPARTINA PLANTS.
C3?
_ ________________"" s- - - N r.� CREATE NEW 4'X16' CATWALK, SUPPORTED BY 4X4 POSTS AND INCLUDE
±
_ -----"_F SH�S�AND _ _� ���� O o FLOW THRU DECKING AND FALL PROTECTION HANDRAILS, TO A 3'X12'
_ N �
EDGED MAR N _ 0, ��' ALUMINUM RAMP, CONNECTING TO A 6'X20' FLOATER HELD IN PLACE BY
-s��3 � 2 - 8" PILINGS. FLOATER TO BE NO GREATER THAN 25% OF THE MLW TO
�E ASS��� 1 - FLAG POL
J� A CO">S�0`VYN�1fiLEDMAP _� c� MLW WIDTH OF THE DREDGED CHANNEL.
S 57 N _- TW 4.1 TtM6ER nv 6.0
_ 'Twa7 `'o --3 - TW5.3 r�•3.7 60 WpppgULKHF� CREATE NEW NON-TURF BUFFER 10'-0" DEPTH THE ENTIRE LENGTH OF THE
BLOCK WA L
1 HIGH BULKHEAD TOTALING - 1705 SF- PLANTED WITH SALT TOLERANT
0_ _
EXISTING WETLANDS ` 3.7 KNEAD S
_
_ - - AMERICAN BEACH GRASS
L o AN ASS
IZE
IVIARsi--1 SLAI�E!r^ ..d eau= pv3,y — ,� --- ___--3 1
_ 78 PLANS DATED- October 024
o : •. , „ _ - -� ,00„ NOTES
/ J�'S0" TIE LJpF-PL'R EEO 84.48' S 47 Alv O
1. MEAN LOW WATER- MLW IS DEFINED TO BE 0,0 AS INDICATED ON
SITE SURVEY DRAWINGS BY KENNETH WOCHUK LAND
/ IOSN SURVEYORS, P.C.
,� _... , .,� ..,� ...., w_ < ...... _..,>. r „_ p®<. �.� .. ,.. . _, ':✓. ... M ...., ,<. .,..... EXISTING WETLANDS so`N
1 PROPOSED BULKHEAD + DOCK CONSTRUCTION PLAN
BOSTINGPNDMHwAT2.8'
EXISTING PERMITTED 2. GROSS BUILDABLE AREA 37,376.1 SFAS INDICATED ON SITE
L-777-7711MLW SHORLINE SURVEY DRAWINGS BY KENNETH WOCHUK LAND SURVEYORS,
Al Scale: 1 =10-0 0' 10, 20' LOW-SILL BULKHEAD-TW 2.1 P C
4 Property Calculations
Al 3 Existin Si
EC E Ill a NEW WETLANDS TOTALING 1150 SF TO HAVE APPROX Al Scale: V=30'- " -
I� 1150 NEW SPARTINA PLANTS PLACED 12"X12" OC 0 15 30 60 37,376.1 SF Gross Buildable Area
16 -0 WETLANDS 10 -0 -360 SF Original Wetlands
0CT 8 2C2� ON'.-DISTRUBANCE ZONE NON-TURF Z E NEW CLEAN FILL BEHIND NEW BULKHEAD -790 SF Expanded Wetlands
TO LEVEL REAR YARD 36,226.1 SF Net Buildable Area
Sol Town NEW 10'-0" NON-TURF BUFFER
8oaramT��es (—
LINE OF EXISTING PLANTED WITH SALT TOLERANT- AMERICAN BEACH GRASS Continuous Handrail 4,888.2 SF Structures Z
EXISTING/PERMITTED WETLANDS " " 1095 SF Impermeable Surfaces a
ll
BULKHEAD TEMPORARY EROSION PROTECTION BARRIER 4 X4 Post +5983.2 SF Gross Coverage 0
INSTALLED THE FULL WITH OF THE PROPERTY 41-0„ Flow-Thru Decking z_
TOP OF 5983.2 SF Gross Coverage
NEW UPPER
BULKHEAD rik 6.0'
� _ = / 36,226.1 SF Divided By Net Build Area o
- _ 16.51% Lot Coverage w
-I'I' l il=- III II M N
Y Y2.8
ii -
M -------- ---- -- ---
2.1 l I 1I II11 1 111Ii I�1_
I I I - -- i —
1420 Smith Drive, LLC - Applicant
PERMITTED w
LXN; - - PPED BULKHEAD0.0
MLW - �MNLr> RENOVATIONS Q
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Date nstruction Sco e PI a n S
- October 1 , 2024 Drawing: U)
2 \ VESTERN -Low Sill + Bulkhead Section - , _ , 4 Walkwa Scale: As Noted
Al Scale: V= 4'-0" Al
.__ � � � Scale: 1"=2'-0" 1- Al
Q
0 2 4 8 0 2 4 U)
N LOCATION PLAN
New Driveway - 8" compacted base
topped with Crushed Seashells
U.P.�f Its11//� U.P. ; .� -
,�li
HDRIVP►PE N 8 10 0" +/ `_ 4 PIPE
2.6E 00�, .� S
o.6'S �. 0 I SHELTE 2.0'E EDG O T J� 2.0'E �0'' ; fD J �. y' c� : SOUTHOLD
E OFPAVEM - GF BAY ISLAND
S J2' ,S 1420 SMITH DRIVE
--T ---
—._ SOUTHOLD, NY
.R - U.P. •. -
�`SO•40' =76.62' _ _� � - — ------ _---=----� 0.2'N R rSO 00
O W.M. .4, IPE
o �o _ 1` ---------------_L=76_62
I
� � i I i 0.1'S
O o O I II
o i 5.6%S HOGS
1�
5.4'S � � �m NECK
CD
i x
NOTE: ti �0 3 Driveway�, NOTE: ` I �I o o-• LITTLE
EXISTING DRIVEWAY Al Scale. 1 -4-0 NEW DRIVEWAY I I - III PECONIc
CONFIGURATION IS Im 0 4 8 CONFIGURATION TO BE I i I lip 8AY
IMPERMEABLE SURFACE �, PERMEABLE SURFACE I PRIOPANE I:
TO BE REPLACED. �,, "CRUSHED SEASHELLS"
�, -- o PROJECT DESCRIPTION
65.6
12.1':•'
GENERA TOR rn REMOVE ALL EXISTING NON-CONFORMING PLYWOOD BULKHEAD
SHED Iv tv
co
O i i J �` --- ,� ,� •2�f1 p EXTENSIONS ACROSS ENTIRE WIDTH OF PROPERTY. REMOVE ALL
ADDITIONAL HEIGHT EXTENSIONS FROM PERMITTED WESTERN LOW SILL
BULKHEAD AND RETURN TO THE ORIGINAL HEIGHT OF APPROX 2.1'
- --
I 1i EXTEND IN HEIGHT PERMITTED EASTERN BULKHEAD AND RETURN FROM 3.5'
Lu
TO 6.0'.
I DGAR� GE I
z I \\ ,� CREATE NEW WETLANDS BOUNDARY BULKHEAD AT 64'-0" FROM EXISTING
w INGROUND U•P, z -- I, - ` - I HOUSE AS SHOWN ON PLANS. BULKHEAD
LP GAS w U HEAD HEIGHT TO BE THE SAME AS
Q Q I j I I U.P I EASTERN BULKHEAD AT 6.0'
o 0.8'W o \ '; I ,I II 1,l0 g•W 18'-0" BULKHEAD RETURN AT WESTERN END.
o I AREA BEHIND 6.0' HIGH BULKHEAD TO BE FILLED IN WITH CLEAN FILL ONLY.
o GUY WIRE \ \ _-.I DRIVEWAY
CREATE NEW WETLANDS PLANT AREA OF EXISITNG AND EXPANDED AREA
21.5 ELEC. TOTALING 1150 SF OF TOTAL WETLANDS AREA WITH APPROX.
METER
1150 SPARTINA PLANTS.
P'•':GARAGE -� = y 1 3'1
GF7.0::::�' LOT 43 ; LOT 43
CREATE NEW 4'X1 6' CATWALK, SUPPORTED BY 4X4 POSTS AND INCLUDE
.L� __�--- 1 WALKWAY — -- -- I II FLOW THRU DECKING AND FALL PROTECTION HANDRAILS TO A 3'X12'
- ` FIR
FLOOR ` ; __ __ ---'i _I_ _t Ii ALUMINUM RAMP, CONNECTING TO A 6'X20' FLOATER HELD IN PLACE BY
21'310.6
__� __ --- �. 2 - 8" PILINGS. FLOATER TO BE NO GREATER THAN 25% OF THE MLW TO
/COVERERC W: :SHED: AIC ��i EXTE�g10N I�t
O�c.Po ( , I��_- T H ; I LOOR� MLW WIDTH OF THE DREDGED CHANNEL.
C T
. . . . 5.0' R � I
. t S O
. . IR
Ili
24.6' : 31.3'' 3' . 1.5'W 1 1 FRONT (' _ -'I F
38 _1-- - , EXTENSION
0.5'W „
CREATE NEW NON-TURF BUFFER 10- DE 0 DEPTH THE ENTIRE LENGTH OF THE
i _ 1
::: 2 STY FRAME : :': :=: : : : : :
_ _ 1
_ - I __ _ 6.0 HIGH BULKHEAD TOTALING - 1705 SF- PLANTED WITHI SALT TOLERANT
. 1
WELLING 142 _ �`
I __ t
1
I
._- AMERI CAN BEAC
H GRASS_ SS
I.I
'10.0 j '� 2 STY FRAME _ it
0 I DWELLING#1420 1 I ALL AS PER PLANS DATED October 1 2024
12.1 DEC 1
rn ENCLOSED T \ ; \ FFL 8.0
EPORCH R00 c� \ FL DECK
o ` NOTES
3151• J CELLAR O 1
1,6'E co C.
I oo 1• MEAN LOW WATER- MLW IS DEFINED TO BE 0,0 AS INDICATED ON
L 6.2 EL 6.1 °r° IISITE SURVEY DRAWINGS BY KENNETH WOCHUK LAND
O ! �I pAT10 SURVEYORS, P.C.
_ I
r
" 2• GROSS BUILDABLE AREA 37,376.1 SF AS INDICATED ON SITE
65 SURVEY DRAWINGS BY KENNETH WOCHUK LAND SURVEYORS,
ry ( s - -- - _ I N
tv V --- P.C.
Cn
�' � Al _ � , �---� - � --
d� Property Calculations
--_ O = I See Sheet Al for
Additional and Expanded O Ln \
N _ 37,376.1 SF Gross Buildable Area
___ - ._ Information ____-- _____ _ _ ,
-360 SF Original Wetlands
_- _ ----L--_ �� �� =. •1 _ __ -- —_ _ --- `� -790 SF Expanded Wetlands
-- - --- - --_ - �' 36226.1 SF___- I,,,,��• __--- ��-\= : <\ _- �._�=�- -- - -_--_� - -= - -a-,.�-'� -.>__ �:��-' Net Buildable Area
` 4,888.2 SF Structures Z
---- _-- _ _ = - -- :.-- eSurfaces
, . � +1095 SF Impermeable a
5983.2 SF Gross Coverage
r�-- --- ,- r ,_. z
----- - - �� ti --� _--
=�- ----- - --------------- _: ----- - -�-_ - ------------- --- _ ___----------_----
_ p 6 _ _ _ - _ _ _ _ 5983.2 SF Gross Coverage
-�-- 36,226.1 SF Divided By Net Build Area o
16.51% Lot Coverage w
N
E EIItF
1420 Smith Drive, LLC - Applicant
PROPOSED BULKHEAD OCT � �o��.
_ ------ --- ;;;,' ------------------- RENOVATIONS Southold Town
- _ ,-- - O- BoaroofTrustees
4
LU
1420 Smith Drive Southold NY 11971
J
SCTM - 1000-076-003-010.1 w
.. . .. __. h. .. _.. w _ . ..., . _ ..,. ... .. . . . . �^ .. . a.._ ._ , . _N..A .. . . Prepared by: Ken Quigley
/ / :l✓ ..Awn;i
Q
ri Proposed BulkheadPlan with Existina Buildina I r2 "'� Proposed Bulkhead Plan with Building Alterations Z
A2
Scope Plans - Setbacks o
' Scale: 1"=20'-0" A2 Scale: 1"=20'-O"
0' 20' 40' 0' 20' 40' _
Date - October 1 , 2024 Drawing: Cn
Scale: As Noted
A2 co