HomeMy WebLinkAboutTR-10125 Glenn Goldsmith, President v�0®� so�� Town Hall Annex
A. Nicholas Krupski,Vice President e�®� ® 54375 Route 25
P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly
G � Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
pit
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
DATE OF INSPECTION: yL'Zo Z 3
INSPECTED BY: f�' �rvpSK"
Ch. 275 Ch. 111
INSPECTION SCHEDULE
Pre-construction, haybale line/silt boom/silt curtain
1St day of construction
% constructed
X Project complete, compliance inspection
COMMENTS: Q4 os �v' 4o
CERTIFICATE OF COMPLIANCE:
Glenn Goldsmith,President QF S®torTown Hall Annex
54375 Route 25
A. Nicholas Krupski,Vice President ��� ®�®
P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
2067C Date: August 20, 2023
THIS CERTIFIES that construction of a 4' x11 18' timber bluff stairway, including a 4'x7' entry
platform at top of bluff,• a 4'x4' landing; (3)4'x6' landings with benches; a 4'x7' landing; and a 4'x6'
platform off bulkhead with 2'x5' retractable"flip-up"steps to beach; clear and maintain a 4' x 142' wood
chip path to stairway and restore areas disturbed during construction with native planting`;relocation of
qpproximately 691f of project limiting fence to the 50 foot bluff setback and the revegetation of
approximately 270 sqft of clearing seaward of the 50 foot bluff setback with native vegetation, excluding
the permanent 4 foot wide pathway to the proposed stairway
At 500 Castle Hill Road, Cutchogue
Suffolk County Tax Map#1000-72-1-1.10
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated March 3,2022 pursuant to which Trustees Wetland Permit#10125
Dated April 13, 2022,was issued and Amended on June 15, 2022 and conforms to all
the requirements and conditions of the applicable provisions of law. The project for which
this certificate is being issued is for construction of a 4' x f 118' timber bluff stairway, including a 4'x7'
entry platform at top of bluff a 4'x4' landing;(3)4'x6' landings with benches; a 4'x7' landing; and a
4'x6' platform off bulkhead with 2'x5' retractable"flip-up" stems to beach; clear and maintain a 4' x 142'
wood chip path to stairway and restore areas disturbed during construction with native plantings;
relocation of approximately 69 If of project limiting fence to the 50 foot bluff setback and the
revegetation of approximately 270 sq.ft. of clearing seaward of the 50 foot bluff setback with native
vegetation excluding the permanent 4 foot wide pathway to the proposed stairway.
The certificate is issued to Geanie Arciga& Thomas Juul-Hansen owner of the aforesaid
property.
Authorized Signature
Glenn Goldsmith,President ®� soU�� Town Hall Annex
A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly cam+
Elizabeth Peeples � � � Telephone(631) 765-1892
�a Fax(631) 765-6641
C®UNTY,�
BOARD OF TOWN TRUSTEES
June 16, 2022 TOWN OF SOUTHOLD
Robert E. Herrmann
En-Consultants
1319 North Sea Road
Southampton, NY 11968
RE: GEANIE ARCIGA &THOMAS JUUL-HANSEN
500 CASTLE HILL ROAD, CUTCHOGUE
SCTM#: 1000-72.-1-1.10
Dear Mr. Herrmann:
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, June 15, 2022.
RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative
Amendment to Wetland Permit#10125 for the relocation of approximately 69 If of project limiting
fence to the 50 foot bluff setback and the revegetation of approximately 270 sq.ft. of clearing
seaward of the 50 foot bluff setback with native vegetation, excluding the permanent 4 foot wide
pathway to the proposed stairway; and as depicted on the site plan prepared by Jeffrey T.
Butler, P.E., P.C., last dated May 5, 2022 and stamped approved on June 15, 2022.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is not an approval from any other agency.
If you have any questions, please do not hesitate to contact this office.
Sincerely,
4L
Glenn Goldsmith
President, Board of Trustees
GG/dd
•+` _`y1J1
of NEW YORK CITY 800-272-4480 811 , ;;
MgMet
& LONG ISLAND � - 1HEGHINERY ACGE55
www.dignetnycli.comorwww.call811.com a s "> FROM BEAGf},,
(for other states)
j h
+tI By law,excavators and contractors working in the five Far safety reasons,homeowners are strongly
O N boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type > a
Counties on Long Island must contact DigNet, of digging on their property.Homeowners can k•, �+ f ' { x,
AREA OF WORK 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling `
10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For
`CJ .z y 'a.,, 5•.mai rTw'•„: <.y„, pA - y�y w
h , , prior to beginning an mechanized digging or excavation excavation work com leted on ersonal ro ert JZ ;
�`'9 �P SEE ENLARGED PLAN VIEW B (DWG No.2) s s Y 9s' s P P P P Y. i r
�S \RSA work to ensure underground lines are marked.Excavators it is the contractors responsibility--NOT the .�
S P , , , , and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility
`g-,r A2 • SEE ELEVATION 'A' FOR BEACH STAIR PROFILE (DWG No.2)
through ITIC.If you do not current) use ITIC, lease call lines marked riot to digging is free of charge
0 O ew ., .
' t0 � \0� 1-800-524-7603 for more information. w
t� 9 Y Y P P 99 9' 9
PROPOSED 4'N x � 5 ^• w
BEACH ACCESS STAIRWAY:
CONSTRUCT A 4'W x ±1 161_6 SET OF WOOD STAIR < / / PROPOSED RE-VEGETATION: L E OE N D:
fl '� PROVIDE PLANTIN55 PER PLANTING SCHEDULE
IN RAIL TO GORE LOCATE A5 SHOWN.
PLANTING SHALL OCCUR IN THE FOLLOWING AREAS PROPERTY LINE k I-
SEE 'SCOPE OF WORK' FOR STAIR BREAKDOWN (THIS 0146) eW53 �vj // // // / POTENTIAL RE5TORATION DUE TO PROP.STAIR CONSTRUCTION
POTENTIAL RESTORATION DUE TO PROP.NATURAL WOOD CHIP PATH CONSTRUCTIONEXISTING BUILDING 7 +n a.r ' �-�--SITE LOCATION
NOTED LAND LINES _ _ �� x ,A '„ F MACHINERY
TOP OF BLUFF \
�t m1:
//tp /j / NOTED WATER LINES
o5g'06 ao '' - - //// �/ // 6Q�/ /�
1 �X'Wp - / // j / / D / EXISTING MAJOR CONTOUR -��-Io---�� ,
/ bo
tiCb 42 tw // 20 EXI5TIN6 MINOR CONTOUR
Q �w F � �/ - /9j0�/ p
o� SpA E•0/ c0/ 1 / - . . G.,.W
`b' � ' ji �- / /� - - //� i /i// /. / j i/ PROPOSED EXISTING GRADE X 6.o OG
'ti _> ALL AREAS OF EXISTING VEGETATION_ - / p,R OF WORK r / % 4'H X ±42'L67 NATURAL WOOD CHIP PATH-
ALL �- ATI O1� MAP:
DISTURBED OR L05T DURING CONSTRUCTION / i y / / �/ ,
OF NEW STAIRWAY NATURAL wooD CHIP _-_ / -SHALL BE LIMITED TO: �� INSTALL A 4W x ±42L6 NATURAL WOOD CHIP PATH FOR BEACH STAIR el =ELEVATION NOT TO SCALE
_PATH TO STAIRWAY - moi• A 2'OFFSET FROM LOG. ACGE55 A5 SHOWN.
i / s� � L-ECG / � � TOP OF WALL ELEVATION TW 6.0
i� - ,► o / / ' OF PROPOSED STAIR l pgt \ SEE 'TYPICAL BEACH ACCESS PATH SECTION' FOR REQUIREMENTS(TH15 DWG)
i 5HALL BE... /7__ �; / EO. AREA DEVOID OF \ BOTTOM OF WALL ELEVATION BW 6.0 NOTE:
D�i FLAMED/RE-PLANTED WITH NATIVE / - Aa �, %�; // FETATION,AS SHOWN MACHINERY ACCESS FOR BEACH STAIR GONSTRIJGTION IS PROPOSED FROM THE
i VEGETATION AT COMGLU51ON OF STAIRWAY / - j ,o //� -/ J \ BEACH - USE MILL RD. MATERIAL ACCESS WILL BE ALLOWED FROM TOP OF BLUE
r i CONSTRUCTION. j // �p y, �ro0� // /// ��' NOTES:
PRS p i , - / • SEE PLANTING SCHEDULE AND DETAILS, i /� o / i // i� �� FROM THE SUBJECT PROPERTY. USE LOCATION OF PROPOSED WD GRIP PATHWAY
�o�aE yo Q �� /� /��'=` r$. O TO ACCESS BLUFF FADE.
THIS DW6 / � r�AOs EXIELEINO El E SHOWN
AREOSHOHN 7`HU5O. NANV lobo
EXI5TIN6 CONTOUR LINES ARE SHOWN THUS:
EX.WELL b PROPOSED E3EAGH AGGE55 STAIR FOR:
In'� _� '/_i i i/moi / . 951TUATE AT: 56TH NO.: 1000-12-01-1.10
5° / 68 - / / I CASTLE
HI NY DATUM: NAVDBB
o o I $ A�,� �� MARY MGKAY AREA OP DISTURBANCE: CASTLE HILL ROAD USE: RESIDENTIAL
DWELLING
41 � M ti
'0° / /� °.�� J ' �y`�' + TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
PRIVATE WELL -2 DSI SQ.FT.
F
�_ X15 y1LTIGDE 62� SAO +S / tib
SITE DATA: EXISTING: PROPOSED:
STK
FNP 1 AREA OF 51Ti=: 15�1gb6 S.F. (1.14 AGS N.G.
� STK X FND 11__�� SITE PLAN BASED ON ORIGINAL SUR BY: APPROVED
(��/ �• m
FND I 5TKI I PROPO5ED It 1a A�1 ��� E V L3 1 C�
PROPOSED ��� STIK STK I RELOCATED - �0 8'�x4'DP 1 / �/ KENNETH M WOYCHUK
PARTIAL FENCE RELOCATION AND RE-VEGETATION / j SILT FENCE _ DRr wELLO O�
/ / LAND SURVEYING,PLL( BOARD OF I RUSTEES
RELOCATE ROUGHLY bg LF OF PROJECT FENCING �a / / < PROFESSIONAL LAND 5URVEYIN6 i--
LANDWARD OF THE 50-FOOT SETBACK;AND RE-VE6ETATE / _,4- Yom ` \`+ �;,, `¢° AND DESIGN TOWN OF SOUTf-IOLD W N
APPROXIMATELY 210 SOFT.OF CLEARED AREA(EXCLUDES , / \ �. tip' e` �G �� / _i v P P.O.BOX 153 AQUEBOGUE,NY 1131 n 1
AREA OF PROP05M PERMANENT PATHWAY TO STAIRWAY, Ory PHONE: 631-268-1588 �'`�
SEE PLANTING SCHEDULE AND DETAILS,THIS DW6) / e �gQ �� / F�� a\� / �'�� rA�y SURVEYED: 05-15- 5 DATE �]`� � �s' ��� W n
LAST REVI5ED: 04-25-2022
01
In
PROPOSED / QQ0e o0 PROP05ED �?Q�T�� NCO X
INGROUND ` 1 Fs r?o- LL
�Q,, Sr SWIMMING so PROPOSED LP 6R5 TANK / ,p w
j� �r POOL FOUNDATION LOCATION ��2 I0'Qxb'Dp o� . E-�1 X Z
OCI-14-21 / DRY WELL \ rn
H/INLET q O
` ��� GP� G� �� 4° PROP05ED WORK SUMMARY: •
LU
DRY WELL p6� � u � PSQ�� 000 RELOCATE: a-
( � y. �s.1 ±b4 LF OF PROJECT FENGIN6 LANDWARD OF THE 50-FOOT SETBACK;AND C O
LAND N/F
JOSEPH of 12 �ti°e �o'mx6 Dp ` O RE-VEGETATE t210 50.FT. OF CLEARED AREA nl
PROP05ED DRY WELL CONSTRUCT:
GAROLYN 5 Bm�RM SYsol W/INLET • 4'W x ±115' L6 WOOD BFAGH ACCESS STAIR TO EXISTING BULKHEAD AND m
RIGGI
- RETRAGTABLE FLIP-UP STAIR TO BEACH '1Z
VACANT Iso' / �L� ��� 4'W x ±42'L6 NATURAL WOOD CHIP PATH TO STAIR.
RE-VEGETATE: � J
�8'9x4bP � � `1'
D( � TO RESTORE AREA DISTURBED DURING CONSTRUCTION W/NATIVE PLANTINGS. U
COMPACTION NOTES: /
SUB GRADE / � \_ IN p)Dc h N
I.I�N ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB GRADE MUST BE 5. THE EN61NEER RE5ERVE5 THE RI6HT TO HAVE 501L TESTS PERFORMED � \ Q����� ti�� �P�
PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. THE LAND N/1= 0 NATURAL WOOD CHIPS ��
6RADE IN ACCORDANCE WITH THESE SPECIFICATIONS,U51N6 THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 * ' s
NECESSARY MEANS AND MATERIALS TO PROVIDE THE 5PECIFIED INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO g5%OF J05EPH 4 CAROL RIGGI ,
- VACANT I5 '
RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. THE OPTIMUM DENSITY. COMPACTION SHALL BE AGGOMPLI5HED AT NO - - - z n I i
THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER OPTIMUM � EXI5TIN6 501L BASE (UNDISTURBED SAND) m
CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENSINEER OF DEN5ITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED ZcP
SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A SOUND SUB BY ASTM DI551. NO RUBBLE,TRASH.BOULDERS,OR OTHER DEBRIS WILL ` �p 4 3
GRADE. BE ALLOWED AS FILL MATERIAL IN ANY U5AGE. AR
2.USIN6 501L TEST DATA
A,AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST
INFORMATION TO THE CONTRACTOR. IF PROVIDED,THE DATA WILL 6. FOR UN5TA5LE 501L5 WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEACH AGGESS PATHS
INCLUDE CLASSIFICATION OF THE SOIL IN ACCORDANCE WITH THE BEARING CAPACITY OF LESS THAN 500 PSF,650TEXTILE FABRIC MATERIAL SECTION JEFFREY T. BUTLER, P.E.
UNIFIED SOIL GLA551FIGATION SYSTEM(ASTM D2481). THE SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENGFE5 AND (MINIMUM THICKNESS)
SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER TANKHOLES TO REDUCE M16RATION OF FINE-6RAINED SOIL AND
NATURAL 6. D D
B.SOILS DESIGNATED A5 H16HLY EXPANSIVE(CHI,MHO,AND OH)MAY SEPARATE DI551MILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL o��
REQUIRE LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SHALL OVERLAP ADJACENT 6EOTEXIIL.E MAT'HRIAL BY A MINIMUM OF �� WOOD GHIP5 Q
SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE DETAILED IN I2'AS NECESSARY TO COVBR THE INTENDED AREA 6EOT'ExrILE Cj 501L BASE _ 1=_
THE 51TE BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE FABRIC SHALL BE 6TFI3OEX,TYPAR 3401,6TFI5OEX,OR TYPAR 5601 SGOPE OF WORK: NNDI5TURBED SAND) q M m
CONTRALTOR5 BASE BID. AS MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. 1,AY 1 ? 2022 O v
G.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OLD,AND PT)MAY 1• BAGKFILLIN6 TANKHOLE5,ETC.: I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF OR W5IDE OF Ul
REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE • • IL
AREA OF WORK.
FOR AND THE EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE REQUIREMENTS OF TH15 5ECTTOK LIKEWISE,BACKFILL FOR OTHER NATUW\L MOOD CHIP PATH SEGTION Si�°I T z a W
SITE DOCUMENT5 IF THE COST 15 TO BE INCLUDED IN THE HOLES LEFT BY REMOVAL OF 5WIMMINS POOLS,BASEMENTS,ETC. SITE PLAN - PROPOSED WOR 2. CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD PRIOR TO ANY WORK. Bo rd M 3 (�
CONTRACTORS BASE BID. SHALL COMPLY WITH THI5 SECTION ALSO. 3. CONSTRUCT A IIB' L6 SET OF BEACH ACGE55 STAIRS WITH: NOT TO SCALE Q
V.THE CONTRACTOR 5HALL INSPECT THE SUB GRADE AND NOTIFY 8• BACKFILLING TRENCHES: IL a. 4'W x ±4' L6 ENTRY STAIR 0 TOP OF BLUFF, Q OO
THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIAL BACKFILL FOR UTILITY 1RENGHE5 SHALL BE WELL-GRADED,GLEAN, , ,
FRESHWATER SAND,FREE OF SILT AND CLAY PARTICLES.BAGKFILLIN6 b. (I) 4 W x 7 LG ENTRY PLATFORM, Z w p 1• CQ
CONSIDERATION NOT ADDRESSED IN THE SITE BID DOCUMENTS. THE 30 15 O 30 60 GO � : z
EXTRA CAST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE SHALL OCCUR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE G. 4 W x ±5 LG STAIR, Z O
TO PRECLUDE CAVING OF THE TRENCH 51DE5. PRIOR TO INSTALLATION GRAPHIC SCALE I" = 30'-O" d. (1) 4'W x 4' L6 LANDING,
UNIT G05T5 PROVIDED WITH THE BASE BID. THE G05T OF � w � I
UNANTICIPATED LINE STABILIZATION OR OTHER SPECIAL TREATMENT OF THE
DED. OR CONDUIT,A 4 INCH CUSHION OF SAND 5HALL BE G. 4'W X ±4' LG STAIR, &ENERAL NOTES - BEAGH STAI R5 p N
WILL BE NEGOTIATED. 4. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 f. 0) 4'H x 6'�L6 LANDING W/BENCH, I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE d � I § Q.-
SUB SDE PREPARATION NEGE55ARY WITH SOIL COMPLYING WITH TH15 SECTION.EXCEFT THE TOP g. 4W x ±32 L6 STAIR, PRIOR TO 5TARTIN6 OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH w w Q Q
I.THE CONTRACTOR SHALL REMOVE ALL VE6ETATION,SURPLUS SOIL, b INCHES SHALL BE NATIVE TOPSOIL SUITABLE FOR 6RASS. AREAS h. 0) 4' x 6'LANDING W/BENCH, THE INTENT OF THESE C)LAN5 AND MAKE WORK AGREE WITH SAME. 1Y �
REWIRIN6 GUT SHALL ALSO BE PROVIDED WITH b I%HE5 OF NATIVE 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL z W (�
DEMOLITION RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH i.4'W x ±36' LG STAIR, ~
MATERIALS 5HALL BE PROMPTLY HAULED FROM THE SITE AND TOPSOIL FOR 6RASS. FINISH 6RADE FOR THESE AREAS SHALL BE I , , -
INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A J. (1) 4' x 6 LANDING W/BENCH, CODE (IRC 2015) AND ALL RULES AND REGULATIONS OF THE TOWN OF LU J N
DISPOSED OF IN ACCORDANCE WITH 6OVERNIN5 LAW5 AND GORES. #,
THE CONTRACTOR SHALLSHAPE THE SUB CRAVE IN ACCORDANCE MAXIMUM OF 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR P I/8" OF LEAF AREA k. 4 W x ±b LG STAIR, SOUTHOLD.
WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THI6KNE55 OF GRADING PIAN PROPOSED NEW BU RETAIN NATURAL FORM I. IRREGULAR SHAPED 2-PART BEACH ACCESS PLATFORM 3. IF IN THE COURSE OF GONSTRUGTION A CONDITION EX15T5 WHICH w z = N
THE PAVING SYSTEM. THE TOLERANCE OF TH15 ROUGH 6RADIN6 10.COMPACTION TESTING: : Q F- I
SHALL BE WITHIN I/2'HI6H TO I"LOW. DURING TH15 OPERATION THE THE ENGINEER WILL EN6A6E AN INDEPENDENT TE5TI%LABORATORY To SHRUB/BUSH PER (1) 4.0 x 1.0 WO LANDING CANTILEVERED OVER BULKHEAD DISAGREES WITH THAT A5 INDIGATEL ON THESE PLANS,THE t/] = w F m
CONTRACTOR 54ALL NOTE ANY SOFT AREAS THAT BECOME PERFORM 0)A STANDARD PROCTOR TE5T(ASTM DI551)ON THE FILL PLANTIN6 SCHEDULE SPRAY W/WILT-PROOF A66ORDIN6 (1) b.0' x 4.0' WD ACCESS PLATFORM CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE O J v
APPARENT AFTER TRAFFIC BY GONSTRUGTION EQUIPMENT AND MATERIAL(OR NATIVE SOIL PROCTOR TEST(ASTM 01551)ON THE FILL MIN 3'-O" O.G. I TO MF6'S IN5TRUGTIONS IF FOLIAGE PROVIDE (2) COMPONENTS W/ INDEPENDENT HANDRAIL A5 SHOWN FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK,HE a I
LOADED TRUGK5. SUCH SOFT AREAS SHALL BE REPORTED TO THE MATERIAL(OR NATIVE SOIL IF NO FILL I5 US®)AT LEAST 12 HOURS 15 PRESENT k. 2'W x ±5' L6 RETRACTABLE ALUMINUM FLIP-UP STAIR TO BEACH. SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISIN6 THEREFROM.
ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR NOTE: 4. GRADING AROUND NEW�ON5TRUCTION SHALL SLOPE AWAY AND BLEND
4. STAIR MATERIAL REQUIREMENTS � � N �
IF ANY. DENSITY 6AU6E(ASTM D2g22 AND ASTM D3011)OR SAND GONE(ASTM \`'� a. MATERIALS TO BE USED (STAIR): INTO INTO EXI5TIN6 SLOPE.
2.MAINTAINING DRY SITE CONDITIONS. 01556) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS ALL PLANTED VEGETATION WILL REQUIRE GROUND LINE TO BE SAME I. 2x12 STRINGERS 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MIN. 501L p-+ _
LL
DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING IS IN TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE A5 AT THE NURSERY PRESSURE OF 2 TONS PER SQ.FT. AND SHALL HAVE A MINIMUM OF b'-O'
PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE SUWRADE, IF THE RESULT'S FROM THIS TEST FOR THE FILL OR NATIVE MONITORING OVER 3 GROWING SEASONS. 2. 2-2x6 TREADS /STEP O p
MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION. 501L DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION ESTABLISHED VE6ETATION 3. 2x4 CLEATS OF COVER,U.O.N. Z
SUCH MEA5URE5 SHALL INCLUDE FUMPIN6 OF FREE SURFACE WATER, SPECIFIED IN THIS SECTION,THE COST OF TE5TIN5 WILL BE DEDUCT EP OR MEANS OF 5TABILIZATION 4. 4x6 POSTS b. DE516N TIMBER 5TRE55 - DOU6LA5 FIR ,NO. 2 6RADE FB = 825 PSI, O
MINOR HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE WATER FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL BE REPEATED. PLANTI NC 5GHEOULE (PLANTED GRASSES AND/OR 5. 2x4 CGA TIMBER TOP RAIL E = 1,2°°000 P51. z C) <
REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 11. THE CONTRACTOR MIST REMOVE THE EXISTING SANITARY SY:�TEM IN 18" MIN. FOR b. 2x4 GGA MID RAIL 7. ALL METAL JOIST HA '6ER5 AND OTHER METAL CONNECTORS REQUIRED Z O 0 (�
TERRACING)
3.NATIVE 501E COMPACTION, ACCORDANCE WITH THE STANDARDS OF THE SLDN5. CONTRACTOR 15 PROPOSED GRASS AREA :: V
PLANTS UP TO 4 I � b. MATERIALS TO BE USED (PLATFORMS): SHALL BE TECO CONNECTORS AND OF STAINLESS STEEL MATERIAL OR O
COHESIVE AND GOHTHE O ESS NATIVE SOIL SHALL IV COMPACTED TO g59s RESPONSIBLE FOR ALL INSPECTIONS AND 516N-OFF OF SAME (MIX OF AMMOPHILA BREVILI6ULATA)
AND 10095 OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO 12.CONTRACTOR IS RESPONSIBLE FOR HAVING THE PROPANE TANK HIGH,20 MIN. FOR I I REMOVE BURL-AP FROM I. 2x6 FLOOR JOISTS EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® GONNEGTION F-
PLACEMENT OF FILL. BEACH GRASS 2-3 COLUMNS PER PLANTING HOLE 12 O.G MAX. WITH PLANTS OVER 4' TOP OF BALL POINTS. INSTALLATIONS 5HALL BE IN STRICT CONFORMANCE WITH v
PUMPED OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. 2. 2X8 RIM J015TS PAGE :
4.FILL SELECTION AND COMPACTION: PANIGUM VIR6ATUM, SWITCH GRASS AT 2-0 O.G.,2 GAL. CONTAINER. H16H b MIN �__ _: BACKFILL WITH TOP501L 4 3. 2xb DECKING MANUFACTURERS 5PEGIFIGATION5 AND RECOMMENDATIONS.
THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWIN6 SHALL AND PROP05ED NORTHERN BAYBERRY BUSH B. ALL TIMBER SHALL BE GGA NOW.
BE USED, PEAT-MO55 3:1 RATIO BY 5. MATERIALS TO BE USED (HORIZONTAL SURFACES):
-SAND-6RAV'EL MIX(15 TO 3%FINES(OA2 MM AND GBR> I"i), (MYRICA PENSYLVANIGA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. � VOLUME IN 9" LAYERS-WATER a. ALL HARDWARE TO BE STAINLESS STEEL q. ALL POST AND DECK HA�WARE 5HALL BE STAINLESS STEEL IN
AND/OR PROPOSED BEACH ROSE BUSH AGGORDANCE WITH A5TM AI53. <
-GRAVELY 501L 0 TO 6%FINES(OD2 MM AND CBR>8), EACH LAYER UNTIL SETTLED. b. ALL TIMBER TO BE GGA, U.O.N.
-SANDY SOILS(3 TO 6%FINES(0.02 MM AND CBR.>b), (ROSA VIR6INIANA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. TYPI GAL SHRUB DO NOT TAMP b. PROVIDE A 4'W X ±42'L6 NATURAL WOOD CHIP PATH TO STAIR. 10. HANDRAILS, TREADS AND PLATFORM SURFACES TO BE BUILT WITH GGA V
-SILTY 6RAVELY 501L5(6 TO 1095 FINES(0.02 MM AND CBR>b), AND OR PROPOSED BEACH PLUM BUSH �� 1 RE-VE6ETATE: TIMBER. w
(PRUNU5 MARITIMA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. PLANTI NC DETAIL b FOR PLANTS UP TO 4h, 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED
-SILTY SANDY SOILS(b TO 1595 FINES<0.02 MM AND GBR>8), b" FOR PLANTS OVER 4'h a. RESTORE AREAS DISTURBED DURING CONSTRUCTION WITH NATIVE Q
-CLAYEY 6RAVEL SOILS(OVER 20%FINES<002 MM AND CBR>5), (SEE PLANTING DETAIL, THIS DWG) N.T.S. PLANTIN65 DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE �
-CLAYEY SANDY 5OIL(OVER 2095 FINES(0.02 MM AND CBR>5) INSPECTIONS AND/OR 055ERVATIONS OF THE CONSTRUCTION. Z
0f 2
i
0
4' WIDE STAIR W/ RAILING TO CODE (TYP) o 0
t4' 7.0' t5' 4.0' t4' 40 132' 40 t36, f-I 4.0' t6' TA'
BENCH z
I F
4k6 4'xb' 'I 4 x6 I 4x6 sn O O O 4'x4' WOOD HOD I, D 4x7
I FINAL
o LANDING BENCH
LANDIN5
d `t 4kT '`H WOOD LANDING LANDING WOOD I PLTFRM
ENTRY PLATFORM LANDING W/BENCH Nz W/BENCH
4'xf4'
ENTRY BENCH �3
STAIR
itll&' LONG WOOD STAIR TO BEACH
x IA J -1
4 W0x�42DL6 PLAN VIEW 'B' - PROPOSED BEACH STAR ELEV o
NATURAL w _
WOOD CHIP PATH: i 5GALE: 3/16" = 1'-0'
FOR THE PURPOSES OF X W
PROVIDING ACCESS TO _ z
I BEACH STAIR. SEE
PATH PROFILE AND I
N ( REO MTS ON ONO No.1 1
AXI s I IJ
Q I 50.0' tllb' LONG WOOD STAIR TO BEACH
GROUND COVER PER 1�1 (OFFSET FROM
CLIENT(50'LANDWARD CREST OF EWFF)
OF CREST OF BLUFF) I PROP05ED 4'W x tl lb' LON6 I
142'NATURAL WOOD CHIP I TA'
TIMBER STAIR TO BEACH
PATH TO 5TAIRWAY
ti * ecu I 4YT'WOOD ,
""""� ENTRY PLATFORM
EL_74.0' -------� - ----- -- -- -4A�- ------- ---------------- ----------------------
EL.12.0' _ 4 x 4 I 4x4 WD LOG
----- - ENTRY ---- -------------- SOI
-- - - - -- - --
_ -------4.0--------PROPOSED
STA I R -- _ 4' WIDE WD STAIR 2-PART BEACH ACGE55
EL.X00' -}I - - T - - 4'xb'WJ LNDs - - - - - - - - - - - - - PLATFORM WITH
- - I - - - - - - - _ - - - I --1 W BEwa•I W/ RAILING TO GODS I INDEPENDENT RAIL TO GORE
---(TYPICAL THROUGHOUT)
------ --- ---- -------------------- l.0'
- PROPOSED SHRUB
------14--'-=-A{- - = 11= -. --- --- -- - - -- ---- -TO BEPLANTHJASANALTERNATETOBEACH - -------- 0
GRASS WHERE CONDITIONS ALLOW. PLANT
I EL 64.0' I I 11 '' .: g L__ Y-O'ON CENTER,SEE PLANTING SCHEDULE 4k6'("d 4kl'WD LND6 F-�-•I
------IT = - - - --AND DETAIL,TH15 OW6. PLTFRM
----1r------- ----- _ --- ------
� _ LONG -
EL.b2 0' u _______ __ _ _ ;-_ EXISTING VEGETATION 15LAND SOUND W
- - -- - - -- ---- -SHALL REMAIN IN FLAGE,DELIBERATE CARE--- --- ^ -
NYS RESIDENTIAL CODE (IRC 2015) _ 11 . �' SHALL BE TAKEN NOT TO DISTURB ROOT
EL.60.0' -- BASE OF EXI5TIN6 PLANTINGS _,
SECTION RR314-STAIRWAYS - - - - - - - - - -1-F' -^---_ - - - - - - - - - - - - - - - - - -
T.O.PLTI=RM= 1025'
SE( RR31455EGTION RR314.2 TREADS AND RISERS. THE MAXIMUM RISER HEIGHT SHALL BE B-1/4 INCHES(20q MM) EL 58.0' __________ ___ I I -_`T'.:`:11 _ --- _ ---------5E� LON5TRllGTION DETAIL' --------- PROPOSED RETRACTABLE - L 1:1 w
AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES(22q MM). THE RISER HEIGHT SHALL BE MEASURED VERTICALLY FOR ADDITIONAL INFORMATION ALUMINUM FLIP UP STAIR W/
BETI�EEN LEADINI6 FJD6C-5 OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BE
I 1 I I L _ AND DIMENSIONAL REQUIREMENTS RAIL TO BEACH,2'W x t5'LG.
THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A R16HT ANGLE TO THE TREAD'S EL 56.0' -----_-___ - _ - ------(THIS DWG) --------- SEE DETAIL, DWG Not
LEADING E06E. THE WALKING SURFACE of TREADS AND LANDINI65 OF A STAIRWAY SHALL BE SLOPED NO STEEPER I I
CD
THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY EL.54.0' I I 11 MRAL.ALONG BULKHEAD 1"I . : I < N
FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(q.5 MMO.THE GREATEST TREAD DEPTH ----------------------- LI-----^ 11- :r = - ------- --- 2x10 TREADS,2x12 5TRIWERS,
® SEL.53 ON MAY 15,2018 p =
v 4xb POSTS,2x4 CLEATS x5.3' �...
WITHIN ANY FL16HT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(q5 MM). IN AREAS OF POTENTIAL I I I 2xb TOP RAIL,AND 2x4 MID RAIL - Lu n
EL 52.0' I I L I-.. .
SECTION RR315 -HANDRAILS ---- - DISTURBANCE -------- -- -� - - -- -- ------ ---------
Rt-VEGETATE DISTURBED AREAS AT I I I I -- 2xb JOISTS,GGA TIMBER TYP
I I: { O
EL. 50.0' alV16LUSION OF STAIR CONSTRUCTION ) PLATFORM5A ANDINGS,Uf?N. U =
SECTION RR315.1 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM HEI6HT5 OF 34 INCHES AND 38 INCHES(8b4 MM -.I - -
AND q65 MM),RESPECTIVELY,MEASURED VERTICALLY FROM THE NO5IN6 OF THE TREADS,SHALL BE PROVIDED ON AT � I T - - -- I I I I
- - - - - - _ _ _ ... � - - �(5EE GEN.NOTES,No.4 t la) P05T5 THAT SUPPORT b'xb'
EL. 48.0' _____
WITH TWO OR MORE(RISERS FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FL16HT TO A POINT DIRECTLY �l=`.�' -� BEACH ACCESS PLATFORM I I I I
LEAST ONE SIDE OF STAIRWAYS. ALL RE(>ZUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS 1 I •• __-
SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN IS INCHES Ob NM) s PROPOSED BEACH GRASS 1 I _ ' fl 4D' SHALL BE DRIVEN TOA I I
ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEC$.POSTS OR U 1 )I
:': � MINIMUM OF b'-O" BELOW MHWM I I I I
EL.4b.o' ----- -- -----
--- ` -; - -- 4*'HO LN06 --- ----- PLAN 0 APPROX. tEL. -15' I I FRONT VIEW - FLIP UP STAIR
BETWEEN THE WALL AND THE HANDRAIL. - ------ i TO BE PLANTED A5 INSTRUCTED IN -- --�----`,-��I�'_T'�'� -
_ �- w/ea�c►+ I 5GALE: NONE
SECTION RR3&2 PROVIDE EQUIVALENT 6RASPAB�RAIL GRIP S11�ZrE.ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR EL. 44.0' ! _____ _---- -_ _T t1: ___ ,_ _ ___ ___ ___ B B.O. P05T ® tEL -15' u �i FOR ADDITIONAL INFORMATIO RE. 'FLIP UP STAIR' SEE BOXED NOTE
PLANTING SCHEDULE,THIS OWI6 1
------------ ---
2 AND PHOTOS, THI5 DRAWING
TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-V4 INCHES EL. 42.0' -----------'- L )I
ENGINEER:
(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER
DIMENSION OF AT LEAST 4 INCHES 002 MM) AND NOT 6REATER THAN 6-1/4 INCHES 060 MM)WITH A MAXIMUM GROSS
EL 40.0
SECTION DIMENSION OF 2-1/4 INCHES(57 MM). T.
co �� 7
TYPE II. HANDRAILS WITH A PERIMET: GREATER THAN 6-1/4 INCHES(IbO MM)SHALL PROVIDE A GRASPABLE FINGER I I
' EL.3S O' I s f �
RECESS A,TtEA ON BOTH SIDES OF THE PROFILE. THE FINGER RC-GE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(14 i-..
'HIEVE A DEPTH OF AT LEAST 5Ab
MM) MEASUI;ZEP
TICALLY FROM THE TALLEST PORTION OF THE
ILE
INCH( THINS?/8 (NIGH BELOW THE WIDEST PORTION OF THEPROFIFLE 1TIIS REQUIRED DEPTH SHALL CONTINUE FOP, _EL_36.o' _ _______ I 1 m L
I .
__
AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORI ION OF i I
�I- ----- -- - - - ------ ---------------------------
THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM V I i : : - { PROPOSED 4 WIDE WD STAIR �4 ?3493
OF 2-3/4 INCHES(`f0 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF ODI INCH(0.25 MM). -- ----------- :. `�"I 4 _ __ _ _ _ __ _ _W RAILING TO CODE(TYPICAL THROUGHOUT) � '�
i
EL. I _
id
f\
FIBERGLASS GRATE BENIGN BY EL_32.0' - ----------- ----�__ I 1 ___ _ _ ________- -PROP05ED 5HRUB X JEFFREY T. BUTLER,P.E.
McNIGHOLS I-87T-884-4653 EL.30.0' 1- T -
(wwwmcn(chol5.com)OR TREX - - - - - - - - - - - - - - TO BE PLANTS A5 AN ALTERNATE TO BEACH
GRASS WHERE CONDITIONS ALLOW. PLANT I �
BENCH AT LOCATIONS WTED ON BEACH %xb"TOP RAIL T - - - -SAND DETAIL,N CENTER,
EN TE R,SEE
N6 SCHEDULE - Q O
IL .
STAIR PLAN EL.28.0' --- -- `�.: --- - - - --------------- CD
-- ----
2
TREADS AND PLATFORMS TO BE CL05E EL 26.0'
MESH BAR GRATING BY McNIGHOLS -
..
-87'T-884-4653(wwwmcnichols.com) 2'x4"GGA MID RAIL r---���`. _ � - - - ------------ ------- z_
Li 11 E I I rO C�
EL.24.0--------------------------- U II, ;` . - --------- FF__. -- w z Z
----------1i:� W p p
EL.22.0' ------- -- - ----------1)---- - - - - ---- I -- ---- Z I -) - }-
I) -- -- - --- --:.- - - - - a LU p I l�
Lu
Z
2'kb'GGA B Ib'O.G. STAINLESS STEEL - ------- 1 I I I }
AT ALL GONNEGTTON5 -{t - -I t
HURRICANE CLIPS{YP. EL. 20.0' 11 I1 O Z I--
- - - - - - - - - - - - 4D'- 2-PART BEACH ACCESS PROPOSED �/ Lu
Q p (v Q
I I PLATFORM WITH IRKE6ULAR SHAPED a I i �/
EL. 18.0 6' INIMUM PENETRATION I INDEPENDENT RAIL TO LADE
BEACH GRASS _--_--- z - I _ :_ '
4k6 WD LND6 2-PART BEAGH ACCESS PLATFORM
CL
PLANTINGS(TYPICAL) IN UNDISTURBED 501E REQUIRED � ---I I : '•I I ----- - - - - W/89�C,H I � 'I I p Q
%xb"TOP RAIL __
(TYPICAL ALL POST'S,U.o.NJ I I 7A' • (I)4.0'x'f.0'WD LANDING Q p
EL. Ib.O I I'- - -
-- ------ ---- ---------- �_-- • (i)4.0'x6.0'WDAGGESSPLATT=ORM F•-�
4.0' PROVIDE INDEPERX34T HANDRAIL AS SHOWN
2'x12"CGA I I . ,:. -•-
STRIN6ER5 EL. 14.0' --_- ------PROPOSED BEACH GRASS PLACE FINAL BEACH STAIR PLATFORM LONG u.1 -1 N
:2'x4*GGA MID RAIL ----Il___ -_TTI --_ 4xt wD LNDG IMMEDIATELY 5EAWARD OF EXIST.BULKHEAD ISLAND z NO
TO BE PLANTED A5 INSTRUCTED IN I I -
EL. 12.0' PLANTING SCHEDULE,71415 DWG I 1 I I __L_l - - TA.PLATFORM OVR EX.BULKHD_I0.83' -
-LL------ L - Q ALU m
�-
- -- ---- - -- - T.O.PL-TERM= 105' SOUND w t' O
t7'-O'O.G. I 3 EL. 10.c' 1 I L FINAL STAIR LANDING GONSTRUGTION: � �( Q) --1 O
- - - - - - - - - - - - - - - - - - - IIT -
2kb'GGA @ Ib'OL. I I 11 :. _;:' I). :• Irl 11 - (4)6'xb'GGA P05T5 W/(2)2'x10'GGA GIRDERS,2'k8'GGA O LL N O
EL. 8.0' I I JOISTS® Ib"OL.FINISH DECKING PER'CONSTRUGTION DETAIL' a
2-2"XIO'GGA I I M -------- -------- -------------- ---------Ir- ---------- --- v
F II I1 _ I1 I1
c y WET STEPS-l STEP , :� +� ., "� t,� I I I `LC " - TO BE PLACED IMMEDIATELY SEAWARD OF Ex BULKHEAD O
GIRDER(EYP) �. 1 :n LIGHT W)=16NfT WEI DED MARINE GRADE "� �,,�.. r.�,. _-6.0' ---- - ------------------- ----------- ------1 I I I I I ; :<` I.I M.HYII.ALONG BULKHEAD 04 I1- O ..
POSTS TO EXTEND b'-0"
BELOW UNDISTURBED SOL RETRACTABLE ALUMINUM STAIR WITH N -__ I-______Il__ TI a O Z
I I I I I I I I o fEL 53'ON MAY 15,201b
W
�� (MINUMUM) z 55 CLIMB ANGLE,STAIR ROTATES q0
RETRACTABLE ALUMINUM HANDRAIL, ''" {`
_ a
cti �. . .., 4, �E" ,,r -------- ------------ --------- ----------- ------U--- --- 1.1 PROPOS
- � � % EL.4.0' I I --I I I 1
e e I 1
4"Xb'(CCA) g I ( I 0 PLATFORM MOUNTING BRACKET, A .t ;;..; Baa ' «. , ° -
LI - 11 I I ED STAIR TO BEACH:
POSTS .- :.
-•► RATED FOR A 500 LB GAPAGITY.
MOUNT TO PLATFORM>"v 8 - / ;- BEYOND
3 I I I I 2'WIDE x 6 LONG RETRACTABLE ALUMINUM 'J
'
ELEVATION 'A' I FLIP4IPSTAIR
BOLTS
I I I W/RAILING TO CODE
U '' A ,; - I I I I (5EE DETAIL AND BOXED INFO,THI5 DW6)
PROPOSED BEACH STAIR PROFILE I 1 � � .
FINI5H:POWDER GOATED * -
::§ �V:
/ POSTS THAT SUPPORT 4kb'BEACH ACCESS •
._ PLATFORM SHALL BE DRIVEN TO A MINIMUM OF
COLOR, TEXTURE AND FINISH BY ';. ,+= � SCALE: 3/Ib' I'-0"
r,v *. �,.y EL.-2.25-
CLIENT
I 3-O BELOW MHPO1 APPROX.
PROPOSED RETRACTABLE
STEP WIDTH - 24'
FLIP UP STAIR TO BEACH
STAIR CONSTRUCTION DETAIL CONTACT: STEP DEPTH = 8' 2
5GALE. NONE WET5TEP.60M
I 1 1 5-i3-20-i-0409
of 2
' uFF'
Glenn'voldsmith,President �o�10 'Oa Town Hall Annex
A.Nicholas Krupski,Vice President a 54375 Route 25
Eric Sepenoski W P.O.Box 1179
Liz Gillooly �y • ®�� Southold,NY 11971
Elizabeth Peeples W J411 g �a Telephone(631)765-1892
Fax(631)765-6641
Southold Town Board of Trustees
Field Inspection Report
Date/Time: /' ZZ Completed in field by: A). r ..✓�1
En-Consultants on behalf of GEANIE ARCIGA & THOMAS JUUL-HANSEN requests
an Administrative Amendment to Wetland Permit #10125 for the relocation of
approximately 69 If of project limiting fence to the 50 foot bluff setback and the
revegation of approximately 270 sq.ft. of clearing seaward of the 50 foot bluff setback
with native vegetation, excluding the permanent 4 foot wide pathway to the proposed
stairway. Located: 500 Castle Hill Road, Cutchogue. SCTM#: 1000-72-1-1.10
Type of area to be impacted:
Saltwater Wetland Freshwater Wetland Sound Bay
Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other
Type of Application: `^ Wetland Coastal Erosion Amendment
Administrative Emergency Pre-Submission Violation
Notice of Hearing card posted on property: Yes No Not Applicable
Info need ed/Modificafftions/CoAnditions/Etc
.
.. � �I ff U1/6^e/` 1Cw�x.• d Svt_. 4J i
Present Were: G. Goldsmith N. Krupski E. Sepenoski
L.. Gillooly E. Peeples
S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK 1 LOT 1 . 10
JR10190105-ZEC
l
S4203728"W
28.50'
6W 5.0 ! 11q
!.0
8 A�
Iti
HW UNE ALONG BULKHEAD BASED
OF SOUTHOLD LOT COVERAGE
6 BASED ON LOT AREA LANDWARD OF COASTAL EROSION UNE
�j1 �S° ISy 54,374 SQ.FT. or 1.25 ACRES
StK. PROPOSED DWELLING: 2938 S.F.
AS>:S REAR WATERSIDE DECK W/STEPS: 1064 S.F.
FRONT DECK: 77 S.F.
6h SWIMMING POOL: 748 S.F.
I s
Boa TOTAL: 4827 S.F. or 8.9%
I eW
S350 5136"W
se 7.00' ejv s.2
I
DRAINAGE CALCULATIONS:
DWELLING FOOTPRINT: 2938 S.F.
2938 x 0.166-488 CF REQ.
I ` (3) B'DIA x 4' DEEP DRYWELLS=531cf PROVIDED
DRIVEWAY=4250 SQ.FT.
I Pcgy 4250 x 0.166 706of
��� o�� (2) 1O'I A x 6' DEEP DRYWELL= 821cf PROVIDED
I �OSi° <G� p
'`giPp �1
I ml
cpa
SIk
STj{ �`` r •.BLUFF
IS7k. ~
I lIAf1T OF CLEARING, PORTION OF
GRADING AND GROUND SILT FENCE TO BE
DISTURBANCE RELOCATED ALONG BUFFER
39,500 S.F.* Ilk.
0)
Sk F
I �
ISc♦
I
I � .
0
n
IDRY WELL 9.3'o b 39.0' 80.7'
8'DtAx4'DEEP ri ,�
11.0 TOP FnID EL a3.5
DRY WELL
8'DIAx4'DEEP
I09-14-21 FOUNDATION conc. w 29,8'
LOCATION TOP FND EL 79.5
I
I
TOP FNo EL 8 2.2 LAND N/F
VA IT 150' 35 , S9'-4- TOP FND EL 77.9 OF
---- N0" MARY MCKAY
I DRY WELL — --- EIEC
-- ---- —-—-—-—-—-
DWELLING W/WELL WATER
8 DtAx4'DEEP
�.�•> cont. wall
12 2022
I Q w ;:
I � � •p 5 BEDROOM 1o'DAx6'DEEP
' X X outfiold Tovm
1540 �, T. DRY WELL W/INLET i`:~ .+ i x and olTrustt es
4 (1) 1100x13X P L.P.
Io O
ti 7.6' " X
I L6,IT aF CLEARING, I
GRADING AND GROUND
DISTURBANCE
I 39,000 S.F.tORY
WEttiL W
10 DIAx6/IV1LETEEDP
I i S.T.
I
I , I L.P.
ELEC.
"A S. 110'
MON I
SSI 02330" W WELL CONSTRUCTION ASpy�
ENTWC
R gGYRAWL
176.94'
LAND�IF _
CASTLE
\ IL
(PR ROAD O ` `2OSEpH & CAROLYN BICC/
-- J
J
VACANT 150' z C1
I N�
?E d
OREGON ROAD
SHOWN AS LOT 1 ON APPROVED MINOR SU13DMSOIN MAP THE WATER SUPPLY, WFLLS, DRYI EMS AND CESSPOOL
OF BAXTER PRDPERTIES, INC. LAST AMENEDED JULY 18, 1980 LOCA7I01VS SHOWN ARE FROM FIELD OBSERVA7101VS
SUBJECT TO COVENANTS & RESTRICTIONS LIBER 9272 PG.535 AND OR DATA OBTAINED FROM OTHERS
Eltro 72.0 AREA: 75,879.86 SQ.FT. or 1.74 ACRES
ELEVATION DA IUM.• NAV088
oL DR BROWN
LOAM UNAUTHORIZED ALTERATION OR ADDITION 70 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 VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777L£ COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS7777J77ON
SC LAYEY SAK L1S7E•D HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE
—4.D' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
PALE NOT 1N7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17/01VAL S7RUC7UR£S OR AND OTHER IMPROVEMENTS EASEMENTS
BROWN AND/OR SUB.;JRFACE SMUC71)RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY£NDENT ON THE PREMISES AT THE 77ME OF SURVEY
FINE
SP TO
C 1ARRSE SURVEY OF: CESCRIBED PROPERTY CERTIFIED TO: THOMAS JUUL HANSEN;
SAND
MAP OF:
FILED:
VERIFY SILT FENCE 04-25-22 SITUATED AT: CUTCHOGUE
FND. LOCATION 09-14-21 Tom OF. SMTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
REVISED 12-14-20 N0 WATER _ 17' SUFFOLK C)UNTY, NEW YORK Professional Land Surveying and Design
REVISED 11-10-20 APRIL 16. 2019 P.O. Box 153 Aquebogue, Nen York 11931
McDONAID CEOSCIENCE , PHONE (831)298-1588 FAX (631) 298-1588
FILE 18-29 SCALE:1"=30' OATS:MAY 15, 2018 N.YS. LISC. NO. 050882 maintaining the records of Robert 7. Hennessy k Kenneth U. Roychuk
AIM BAS
of NEW YORK CITY 800-272-4480 811 r w r�'
& LONG ISLAND �i MECHINERY AGGE%
www.dignetnycli.com or www.call811.com ? { * i FROM BEACH
(for other states) Q
4
By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 9 , + j " '+ �t ', � 4
Ot boroughs of New York Cit and Nassau and Suffolk encouraged to call as well when planning anIlk
lV 9 Y P 9 y type t #F y ,
11 Counties on Long Island must contact DigNet, of digging on their property.Homeowners can '
L 130 �' AREA OF WORK contact us direct) y g
1-800-272-4480 or 811,at least 48 hours but no more than y at 1-800-272-4480 or callin
10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For
,6�9P ? (O • , , prior to beginning any mechanized digging or excavation excavation work completed on personal property,
LA ; SN ^� SEE ENLARGED PLAN VIEW B (DWG No.2)
S t: e work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the i r ,�' • '„ .f-,; ,�,, ,�`•M w?
y�P1R o� , , , , and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility
a? ' • SEE ELEVATION 'A' FOR BEACH STAIR PROFILE (DWG No.2) through ITIC.If you do not current) use ITIC, lease call lines marked prior to digging is free of charge. " ' y °"
9 1-800 524-7603 for more information. 99 9 9 v .F b * >J� r
's4j P� ,lr Q
PROPOSED 4'W x f116'LG "` ^• F �w\o / r a a� M
BEACH AGGER"S STAIRWAY. _ , I, Y y ,
/ PROPOSED RE VEGETATION. "
LEGEND:
CONSTRUCT A 4'W x :11161_6 5ET OF WOOD STAIR e��5� /, %// //i PROVIDE PLANTIN66 PER PLANTING SCHEDULE
W/RAIL TO GORE LOCATE A5 SHOWN. oo // /// PLANTING SHALL OCCUR IN THE FOLLOWING AREAS
PROPERTY LINE
SEE '56OPE OF WORD:' FOR STAIR BREAKDOWN (THI5 0146) 53 �Wj // POTENTIAL RESTORATION DUE TO PROP.STAIR CONSTRUCTION
POTENTIAL RESTORATION DUE TO PROP.NATURAL WOOD CHIP PATH CONSTRUCTION EXISTING BUILDING 51TE LOCATION
// 1,0 ,
/ NOTED LAND LINES - - • - - • - " s: MACHINERY ACCESS k'
FROM TOP OF BLUFF
'p // ' S�j/// //- NOTED WATER LINES - _ .* `" p
9�-V / r
Al 1ra� » %/ j/� 6�p,/// /bo i EXI5TIN6 MAJOR CONTOUR
^'00 a2 ew oo e�'' // _ - 2° // �✓//// /// / / '/�� �r EXISTIN6 MINOR CONTOUR -�_6 :x .. ..._ .� ..L•. %. �.,` .,," � .• �' �_�_.� u�,._< _ a,v.w
o� h� ,�' �o� E o� /// 2°i 1 / // / �i �° PROPOSED EXISTING GRADE x b.o
tK ��. �` \/ r ALL f EA5 OF EXI5TIN6 VEOE A ON, -- /� // % ////// /. // - Z �/� t ±42'L
5 __ A A E _rl _ _ / AREA OF WORK / 4 W x G NATURAL WOOD GRIP PATH: LOGATI ON MAP:
�.;
-OF hEW®AIRWAY t OR L05T NARITURAL WDOD CHIP _ y / /SHALL BE LIMITED TO: % � INSTALL A 4'W x ±42'L6 NATURAL WOOD CHIP PATH FOR BEACH STAIR el =ELEVATION NOT TO SCALE ,
o 0 moi..A 2'OFFSET FROM LOG. ACCE55 AS SHOWN.
h � i PATH 11
TO STAIRWAY - --� � ��EL-E�/ / � � TOP OF WALL ELEVATION TW 6.0
i� - /�s� o / OF PROPOSED STAIR v SEE 'TYPICAL BEACH AGGE55 PATH SECTION' FOR REQUIREMENTS(THIS DWG)
SHALL BE... /�. EO.AREA DEVOID OF BOTTOM OF WALL ELEVATION BW 6.0 NOTE:
D �� • PLANTED/RE-PLANTED WITH NATIVE % - / f �; //// VEGETATION,AS SHOWN \ \ 1 MACHINERY ACCESS FOR BEACH STAIR CONSTRUCTION 15 PROP05ED FROM THE
i / VEGETATION AT GONGLU510N OF STAIRWAY / - j o //, , '/ J BEACH - USE MILL RD. MATERIAL ACCE55 WILL BE ALLOWED FROM TOP OF BLUE
CONSTRUCTION. / // W d3 / /- - �' NOTE-5-
FROM
,�PLAN11N6 SCHEDULE AND DETAILS, i /� r o i /// �� FROM THE SUBJECT PROPERTY. USE LOCATION OF PROPOSED WD CHIP PATHWAY
a, � n I.ELEVATIONS SHOWN HEREON REFER TO NAVO Igbb TO ACGE55 BLUFF FACE.
THIS DW6 _ j �s j /j/��� �b✓ �'rY Oho EXI5TIN6 ELEVATIONS ARE5H"THUS: 6_0
i
/'- r- // tP� A S EXI5TIN6 CONTOUR LINES ARE SHOWN THU5.
wVO
G ;� �/ _ �, EX.IELL b PROPOSED E3EA6H AGGE55 STAIR FOR:
// ii T 51TUATE AT:
150 / � �j / � iii- / b8-'` � I SGTM NO.: 1000-72-01-1.10
io� i I $ r ,,��ND� LAND N/F OF CASTLE HILL ROAD USE: RESIDENTIAL
-,"& / 1 s /STK `I - /�� MARY MGKAY AREA OF D15TURBANGE: SOUT}�OLID,NY DATUM: NAVDbb
4� I / I J \�„✓ 7 I DWELLING + TOWN OF SOUTHOLD
li / , / / 1 PRIVATE WELL -2251 5Q.FT.
!/ I b, / � / SUFFOLK COUNTY, NEW YORK
f15 COO pNGGD \5 S2 ��'� <c+sT / 1b
10 ait-t SITE DATA: EXISTING: PROPOSED:
i
X s AREA OF 51TE: _75obTgBb S.F. (I.14 AG.) N.G.
f FO ) /
5TK X
FRO
i / •
~-' FE'ROPoSED
�} FND; 5rK lC, \ �0.� SITE PLAN BASED ON ORIGINAL SURVEY BY:
m
PROPOSED 5TK sTK= RELOGATED _ T� `�� / KENNETH M WOYGHUK •
^
PARTIAL FENCE RELOCATION AND RE-VEGETATION / I � �SILT FENCE _ D��L�O LAND SURVEYING,PLL( � C)RELOCATE ROUGHLY 69 LF OF PROJECT FENCING 1A I 0 PROFESSIONAL LAND SURVEYING
LANDWARD OF THE 50-FOOT SETBACK;AND RE-VE6ETATE - ��' 7� \ •
AND DE516N w N
APPROXIMATELY 270 SQFT.OF CLEARED AREA(EXGLLIDFS / � y \
� e• c� � l v� P.O.BOX 153,AQUEBOGUE,NY 1131 1
AREA OF PROP05M PERMANENT PATHWAY TO STAIRWAY, _ V -
SEE PLANTING SCHEDULE AND DETAILS,THIS DWG) / / e �9° �` / F�\ `� �,z � , rASURVEYED: 05-1558 01b m
I
�rQ, ° `fie' Q � �\,P�� F�1�,,�, LAST REVISED: 04-25-2022 O
PROPOSED �e� PROP05ED
05ED -/tel /�'T�� `�J� �Jrf�� <
�O s> SWIMMING s PROP05ED INGROurro / Fs
LP 6A5 TANK / ?�
\ E.., w �-
x5 Pool o FOUNDATION LOCATION ��2 lo'�x0'DP QX Z
Oq-14-21 - PRY_ W/INLETWET \ELLJ
a'mXa'DP ` cl,u � GPS �¢o PROP05ED HORK SUMMARY:zo
W
DRY WELL 6�s. \ Q\� PSQ�O �O RELOCATE: O
®� Q, t6q LF OF PROJECT FENCING LANDWARD OF THE 50-FOOT SETBACK AND
LAND N/F OFQ���e� PROPOSED/ \ �o"mxb°P �� �� RE-VEGETATE ±210 SOFT. OF CLEARED AREA �
JOSEPH 8 DRY WELL CONSTRUCT: m
GAROLYN0 5 BEPRM SYSo
'er,l W/INLET • 04 x ±1161_6 WOOD BEACH AGGE55 STAIR TO EXISTING BULKHEAD AND
L
RIGcI _ `
VACANT 150' RETRACTABLE FLIP-UP STAIR TO BEACH
/ / \ � ���� -" \ ��i�
64W x ±42'L6 NATURAL WOOD CHIP PATH TO STAIR. J
-VE6ETATE:
Sr2, DRY lei l 7o�\ • RESTORE AREA 015TURBED DURING CONSTRUCTION IN NATIVE PLANTINGS. W
COMPACTION NOTES: - -
�b \
ly
SUB 6RAOE / \ \ \ w �C) ,� N j`-
6ENE RAL
I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB 6RADE MUST BE 5. THE EN61NEER RESERVES THE R16HT TO HAVE 501L TESTS PERFORMED
PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE: THE 9U3 TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. THE /F 0
6RADE IN ACCORDANCE WITH THE5E SPECIFICATIONS,UNN6 LAND N
EA
THE CONTRA( SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 NATURAL WOOD CHIPS
NECESSARY MEANS AND MAT51IAL5 TO PROVIDE THE SPECIFIED INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 9556 OF \ JOSEPH 8 GARIGGI r
RESULTS. NOTHING ESE IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. THE OPTIMUM DENSITY. COMPACTION SHALL.BE ACCOMPLI5HED AT NO - - - - VACANTT '
1IS5C
THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2% WETTER OPTIMUM EXI5TIN6 501L BASE (UNDISTURBED SAND) 2
CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE IfIGINEER OF DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED
SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A SOUND SUB BY A5TM D1551. NO RUBBLE.TRASH.BOULDERS.OR OTHER DEBRIS HILL 4 3
GRADE. BE ALLOWED AS FILL MATERIAL IN ANY USAGE.
A
2.USING SOIL TEST DATA
A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST
INFORMATION TO THE CONTRACTOR. IF PROVIDED,THE DATA WILL 6. FOR UNSTABLE 5011_5 WITH LESS THAN 2.50 P5F COHE51ON OR ULTIMATE
INCLUDE CLASSIFICATION OF TFE SOIL IN ACCORDANCE WITH THE BEARING CAPACITY OF LESS THAN 500 PSF,GEOTEXTILE FABRIC MATERIAL SECTION BEACH ACCESS, PATHS
UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM D2487). THE SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRE N6W:5 AND (MINIMUM THICKNESS) JEFFREY T. BUTLER,P E.
SISNIFICANGE OF THE DATA WILL BE INTERPRETED BY THE EN6INEEE9R. TANKHOLES TO REDUCE M16RATION OF FINE-61RAINED SOIL AND
B.SOILS DESI6NAIED AS HI6Hl.Y EXPANSIVE(CHI,MRD,AND OW MAY SEPARATE 01551MILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL orL � NATURAL b. D E C E
REQUIRE LIME STABILIZATION AND/OR 5ELEGTIVE REPLACEMENT WITH SHALL OVERLAP ADJACENT SEOTEXTIL.E MATERIAL BY A MINIMUM OF WOOD GRIPS O
SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE DETAILED IN 12'A5 NECESSARY TO COVBR THE INTENDED AREA. 6EOTEExTILE 501L BASE
THE 51TE BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE FABRIC SHALL BE 6TF130EX,TYPAR 3401,6TFI50EX,OR TYPAR 3601 SCOPE OF WORK: (UNDISTURBED SAND) � �
A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. 1:,AY 1 = CD
BASE BID. i I. NO DEBRI5 5HALL BE PERMITTED TO FALL SEAWARD OF OR OUTSIDE OF - 20�
G.SOILS DO
ESIGNATED AS HIGHN_Y ORGANIC(OHI,OLD,AND PT)MAY 7• BACKFILLINS TANKHOLES,ETC.,
OF WORK.
REQUIRE SELECTIVE REPLAGEMENT WITH SUITABLE SOILS. THE NEED BACKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE
FOR AND THE EXTENT OF THI5 TREATMENT WILL BE DETAILED IN THE REQUIREMENTS OF THIS SECTION.LIKEWISE,BACKFILL FOR OTHER NA I VW,.L H0012 CHIP PATH 5EGTION �°I T
SITE DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE HOLES LEFT BY REMOVAL OF SWIMMING POOLS,BASEMENTS,ETC. SITE PLAN - PROPOSED WOR 2. CONTRACTOR TO VERIFY ALL DIMENSIONS NY IN FIELD PRIOR TO AW. B d r`, z
CONTRACTORS BASE BID. SHALL COMPLY WITH THIS SECTION ALSO. I 3. CON5TRUGT A 118 L6 SET OF BEACH ACCESS 5TAIR5 WITH: NOT TO 56ALE
CI
b. BACKFILL : a. 4W x ±4
IN6 TREKCHES ' 'L6 ENTRY STAIR a TOP OF BLUFF, Q
D.THE CONTRACTOR SHALL IW PELT THE SUB 6RADE AND NOTIFY O Q
THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIAL BACKFILL FOR UTILITY TRENCH S SHALL BE HELL-6RADED,GLEAN, b. (I) 4'W x�I' LG ENTRY PLATFORM ~
CONSIDERATION NOT ADDRESSED IN THE 51TE BID DOCUMENTS. THE FRESHWATER SAND,FREE OF SILT AND CLAY PARTICLES.15 IN PLACE
30 15 O 30 60 CIO G. 4'W x ±5' LG STAIR, I v O I
SHALL OCCUR IMMEDIATELY AFTER THE LINE OR CONDUIT IS IN PLACE GRAPHIC 5GALE I 30-O
EXTRA 605T OF UNANTICIPATED REMOVAL WILL 8E BASE)ON THE _ , , Z F- O Z
UNIT COSTS PROVIDED WITH THE BASE BID. THE COST OF TO PRECLUDE GAVIN6 OF THE TRENCH SIDES. PRIOR TO INSTALLATION d. (1) 4 W x 4 L6 LANDING, W n I
OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE ' � GENERAL NOTES - BEAGH STAIRS 14 p Q
UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT e. 4W x t4 LG STAIR,
WILL BE NE60TIATE32. AREAS OUTSIDE
f. (I) 4'W x b' 1_6 LANDING W/BENCH I. CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS TO THE SITE I Q-
q. AREAS OUTSIDE THE PAVING SHALL T FILLED AND COMPACT®E 4'W x ±32' L6 STAIR, PRIOR TO 5TARTIN6 OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH w O n <
�GRADE PREPARATION NECESSARY WITH SOIL COMPLYING WI1N THI5 SEG110N.Fa(GET'T THE TOP g• w
I.THE GONTRAGTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL, 6 INCHES SHALL BE NATIVE TOPSOIL SUITABLE FOR 6RAx. AREAS i h. (I) 4' x 6 LANDING W/BENCH, THE INTENT OF THESE "LAN5 AND MAKE WORK AGREE WITH SAME.
REQUIRIN6 GUT SHALL AL50 BE PROVIDED WITH b INCHES OF NATIVE ' H N
DEMOLITION RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH 1.4W x �b LG STAIR, 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL
MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND TOPSOIL FOR 6RA%. FINISH 6RADE FOR THESE AREAS SHALL BE I , -
INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A J. 0) 4' X b LANDING W/BENCH, CODE (IRC 2015) AND ALL RULES AND REGULATIONS OF THE TOWN OF W J # N
DISPOSED OF IN ACCORDANCE WITH 60VERNIN6 LAWS AND CODES. : :
MAXIMUM of 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR „ k. 4W x ±b LG STAIR, SOU HOLD, in --J O
THE CONTRACTOR SHALL SHAPE 1TTE SUB GRADE IN ACCORDANCE P I/8 OF LEAF AREA
WITH THE GRADING PLAN,TAKIHIG INTO ACCOUNT THE THICKNESS OF 6RAOIN6 FLAK PROPOSED NEW I. IRRE6ULAR SHAPED 2-PART BEACH AGGE55 PLATFORM 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS, WHICH
lo.COMPACTION TES11N6: BU RETAIN NATURAL FORM �W
THE PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH 6RADIN6 SHRUB/ BUSH PER (1) 4.0' x 1.0' 140 LANDING CANTILEVERED OVER BULKHEAD DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE LU
SMALL BE WITHIN I/2'HIGH TO I1"LOW DURING THIS OPERATION 11NE THE ERFOESR WILL STANDARD
AN INDEPENDENT TESTING LABORATORY TO PLANTING 56HEOULE SPRAY W/WILT-PROOF AGCOROIN6 (1) 6.0' x 4.0' WD ACCESS PLATFORM CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE O = v O Q
CONTRACTOR SHALL NOTE ANY'SOFT AREAS THAT BECOME
PERFORM 0)A STANDARD PROCTOR TEST(ASTM DI557)ON THE FILL i
APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND MATERIAL(OR NATIVE SOIL PROCTOR TEST(A5TM 01551)ON THE FILL MIN 3'-0" O.G. TO MFG'S INSTRUCTIONS IF FOLIAGE PROVIDE (2) COMPONENTS W/ INDEPENDENT HANDRAIL AS SHOWN FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE WORK,HE a N J O I
LOADED TRUCKS. SUCH SOFT AREAS 5HALL 13E REPORTED TO THE MATBZIAL(OR NATIVE SOIL IF NO FILL IS USED)AT LEAST 12 HOURS IS PRESENT k. 2'W x ±5' 1_6 RETRACTABLE ALUMINUM FLIP-UP STAIR TO BEACH. SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 0 OO N O
ENGINEER FOR DETERMNIN6 THE METHOD OF TREATMENT REQUIRED, BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NY-LEAR NOTE: 4. STAIR MATERIAL REQUIREMENTS 4. GRADING AROUND NEW�ON5TRUGTION SHALL SLOPE AWAY AND BLEND v
2.MAINrA4NIF IN6 DRY SITE CONDITION5. DDENSITY)TEST A MINIMUM OF THREE RANDOMLY SEL(ASTM D2q22 AND ASTM D301-1)ORECTED CONE ALL PLANTED VEGETATION WILL REQUIRE � GROUND LINE TO BE SAME a. MATERIALS TO BE USED (STAIR)- INTO INTO EXISTING SLOPE. �i
Q I. 2x12 STRINGERS 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH A MIN. 5011_ a
DURING PREPARATION OF THE SUB 6RADE AND UdTIL THE PAVING 15 IN TO MEASURE THE OE6REE OF COMPACTION OF THE SURFACE A5 AT THE NURSERY LL
PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REA50NABLE SUB6RADE. IF THE RESULTS FROM THIS TEST FOR THE FILL OR NATIVE MONITORING OVER 3 GROWING SEASONS. 2. 2-2x6 TREADS /STEP PRESSURE OF 2 TONS PER SQ.FT. AND SHALL HAVE A MINIMUM OF 6'-0' O O
MEASURES TO OBTAIN AND TO'MAINTAIN A DRY SITE CONDITION. ESTABLISHED VE6ETATION 3. 2x4 CLEATS OF COVER U.O.N.
SOIL DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION - Z
SUCH MEA5URE5 SHALL INCLUDE'.PUMPING OF FREE SURFACE WATER, SPECIFIED IN THIS SECTION,THE COST OF TE5TIN6 WILL BE DEDUCTED OR MEANS OF STABILIZATION 4. 4x6 POSTS, 6. DE516N TIMBER 5TRE55 - DOU6LA5 FIR ,NO. 2 GRADE FB = 825 PSI,
MINOR HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE WATER FROM THE CONTRACT AMOUNT,AND THE TESTIN6(2)WILL BE REPEATED. PLANTING 56HEDULE (PLANTED GRASSES AND/OR 5. 2X4 GGA TIMBER TOP RAIL E = 1,200,000 P51. z <
REMOVAL,AND OTHER OPERATIONS TO SPEED DRYIN6. 11. THE CONTRACTOR MUST REMOVE THE E:XI5TIN5 SANITARY SY5TEM IN Ib" MIN. FOR TERRACING) 6. 2x4 GGA MID RAIL 7. ALL METAL JOIST HA '6ER5 AND OTHER METAL CONNECTORS REQUIRED z
3.NATIVE SOIL COMPACTION: AC6ORDANCE WITH THE 5TANDAR05 OF THE S.GDH5. CONTRACTOR 15 PROPOSED GRASS AREA PLANTS UP TO 4' SHALL BE 'TECO CONNECTORS" AND OF STAINLESS STEEL MATERIAL OR O O Q
WHE-51VE AND COHESIONLESS NATIVE SOIL SHALL BE COMPACITED TD 95AS I b. MATERIALS TO BE USED (PLATFORMS):
RESPONSIBLE FOR ALL INSPECTIONS AND 516N-OFF OF SAME. (MIX OF AMMOPHILA BREVIL16ULATM HIGH 20 MIN. FOR I REMOVE BURLAP FROM EQUAL AND SHALL BE CAPABLE OF HANDLIN6 LOADS a CONNECTION H-
AND 10056 OF THE OPTIMUM DBE5ITY,RESPEGTIV[iY,PRIOR TO 12,CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK �� I I. 2xb FLOOR JOISTS
PLACEMENT OF FILLBEACH GRASS 2-3 COLUMNS PER PLANTING HOLE 12 O.G MAX. WITH PLANTS OVER 4' TOP OF BALL 2. 2xb RIM JOI5T5 POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH Q
4.FILL SELECTION AND COMPACTION: PUMPED OUT AND GE tTIFIE37 AS EMPTY PRIOR TO RELOCATION. PANIGUM VIR&ATUM, SWITCH GRASS AT 2'-0' OL.,2 GAL. CONTAINER. H16H b' MIN `__ _1 MANUFACTURERS 5PEGIFIGATION5 AND RECOMMENDATIONS. .
BACKFILL WITH TOP5RATIO B 3. 2xb DECKING b. ALL TIMBER SHALL BE GGA (CON).
THE MOST G05T EFfEGTIVE FILL MATERIAL FROM THE FOLLOWING SHALL AND PROPOSED NORTHERN BAYBERRY BUSH PEAT-MOSS 3:1 RATIO BY 5. MATERIALS TO BE USED (HORIZONTAL SURFACES): --- •
EE USED, (MYRICA PEN5YLVANIGA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. LL
-SAND-6RAVE1..MIX(15 TO 3%FINES<OA2 MM AND GE3R> 17), � VOLUME IN 9" LAYERS-WATER a. ALL HARDWARE TO BE STAINLESS STEEL q. ALL POST AND DECK HARt7WARE SHALL BE STAINLESS STEEL IN
-SAND-6Y SOIL(3 (1 6%T FINES<ES( MM AND CBRAND >B), AND/OR PROPOSED BEACH ROSE BUSH EACH LAYER UNTIL SETTLED. b. ALL TIMBER TO BE GGA,U.O.N. ACCORDANCE WITH A5TM AI53. <
-SANDY SOILS(3 TO 655 FINES(0.02 MM AND CBR>B), (RoSA VIR6INIANA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. WPI GAL SHRUB DO NOT TAMP b. PROVIDE A 4'W X ±42'L6 NATURAL WOOD CHIP PATH TO STAIR. 10. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH GGA V
-SILTY GRAVELY SOILS(b TO 10%FINES<0.02 MM AND CBR>S), AND/OR PROPOSED BEACH PLUM BUSH 7 RE-VEGETATE: TIMBER. LU
(PRUNU5 MARITIMA) To BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. PLANTING DETAIL b FOR PLANTS UP TO 4h, II. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SGALED
-SILTY SANDY SOILS(b TO 1556 FINES<OA2 MM AND CBR>8), B" FOR PLANTS OVER 4'h a. RESTORE AREAS DISTURBED DURING CONSTRUCTION WITH NATIVE Q
-CLAYEY 6RAVE L SOILS(OVER 2056 FINES<0:02 MM AND CBR>5), (5EE PLANTING DETAIL, THI5 DWG) N.T.S. PLANTINGS DIMENSIONS. THE EN61NEER HAS NOT BEEN RETAINED FOR ON 51TE
-CLAYEY 5ANDY SOIL(OVER 20%FINES<OD2 MM AND CBR>5) INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. Z
of 2
N
4' WIDE STAIR W/RAILING TO CODE (lYP) Lu o
t4' 1.0' v I5' 4.0' '14' 4.0' 132' 4.0' X36' I-I 4.0' 16' TD'
BENCH BENCHZ
4'x1' I 4k6
o. 4k6 4'xb' 4 xb
4k4' WOOD WOOD WOOD I FINAL
R I d �* 410' `r WOOD LANDING o LANDING LAND
IN6 i PLTFRM
ENTRY PLATFORM LANDING !^U BENCH W/BEW-44Wl Bac"
_
4k14'
ENTRY BENCH
I STAIR
tll&' LONG WOOD STAIR TO BEACH
CL
0 PROPOSED 2 3
I 'WNATURA�'Ls PLAN VIEW 'B' - PROPOSED BEACH STAR ELEV 'c" d o
WOOD CHIP PATH: 56ALE: 3/16" = 1'-0'
u
FOR THE PURPOSES OF _
PROVIDING AGGESS TO z
x
I EsEPLN STAIR. SEE
PATH PROFILE AND ( �
REQ'MNTS ON ONO No.l I ~
� +1 I �
0 x
3 50.0' S I t
IJJ
118 LONG WOOD STAIR TO BEAGH
GROUND COAX PER I
(OFFSET FROM
CLIENT(50'LANDWARD CREST OF BLUFF)
OF CREST OF BLUFF) PROPOSED 4'W x tl IS' LONG I
142'NATURAL WOOD CHIP I 7.0'
PATH TO 5TAIRWAY TIMBER STAIR TO BEACH
4k?'WOOD y'
ENTRY PLATFORM
EL_74.0--- - - -------� - ----- -- --- - ------------ ----------------------------------------- �XI
EL.12.0' _ x I 4x4 HD LND6
--------------------- O
=-----4.0--------PROPOSED ----
STAIR , 2-PART BEACH AGGt55
EL.TOO' - - - 4'xb'WD ENDS - -
4WIDEWO5TAIR _ - - - - - - - - - - RTBEAHA6
- - -- - - - - - - - - I -- - - - B W/RAILING TO GORE PLATFORM KTH
INDEPENDEKT RAIL TO CODE
_ --_(TYPICAL THROUGHOUT)
---- ------------------ l.0'
------I1'
PROP05ED SHRUB
EL 66.Q - __ --- ---- -TO BE PLANTED A5 AN ALTERNATE TO BEACH - -------- 4.0'
6RA55 WHERE CONDITIONS ALLOW. PLANT 4k6'WD 4kl'WD LN06 t�
I� -'---I{ - - .;. --- -- - - --
II II
3'-0'ON CENTER,SEE PLANTING SCHEDULE
EL.64.0' j�--- F `--
-� -AND DETAIL,THIS DWG. --- ------ PLTFRM
II --=
LONG •
LI � EXISTING VEGETATION ISLAND SOUND ^ W
_EL.62.0----------11 ---
NYS RESIDENTIAL CODE IRC 2015 1 I -------,�`��-,-: /�� -- ` -�_, -- ---- -��-REMAIN IN PLACE,DELIBERATE GARS
i, _ SHALL BE TAKEN NOT TO D15TLRB ROOT M-+i
EL.60.0' _ _ _ _ _ _ :t I _ ! BASE OF EXISTING PLANTINGS ,
5EGTION RR314-STAIRWAYS
-t+. :.T � , - - - - - - - - - - - p� moo
T.O.PLTFRM= 10.25'
- - - - - - -
EL.58.D' -- DETAIL' PROPOSED RETRACTABLE I I
SECTION RR31455EGTION RR3141 TREADS AND RISERS.THE MAXIMUM RISER FE16HT SHALL BE 8-1/4 INCHES(209 MM) _----_---SEE GON5TRUGTION _____
-1 r .:_
AND THE MINIMUM TREAD DE p M SHALL BE 9 INCHES(229 MM), THE RISER HE16HT SHALL BE MEASURED VERTICALLY FOR ADDITIONAL INFORMATION ALUMINIUM 'FLIP UP' STAIR W/ LW di
BETWEEN LEADING E06E5 OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN I I I I i AND DIMENSIONAL REQUIREMENTS RAIL TO BEACH,2'W x t5'L6.
EL.56.0' I �, fr -- X z
THE VERTICAL PLANES OF THE FOREM'05T PROJECTION OF ADJACENT TREADS AND AT A RIGHT AN6LE TO THE TREADS ------------------ U---J� - - .- v _ - ------(THIS DWG) --------- SEE DETAIL, DWG N0.2
LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDIN69 OF A STAIRWAY SHALL BE SLOPED NO STEEE'82 EL 54.0 -------------------
_ II II � � N
M.H.KL.ALONG BULKHEAD
FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(45 MM).THE 6REATEST TREAD DEPTH v----- t=• ~ - - ------- --- 2x10 TREADS,2x12 STRINGERS,
THAN ONE(JrIIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY I I I � MM
WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(45 MM). I 1 -, 4xb PO5T5,2x4 CLEATS ® iEl..53'ON MAY 15,2018 w Q = -
EL.52.0' IN AREAS OF POTENTIAL 11 I 2xb TOP RAIL,AND 2x4 MID RAIL x5.3' I f:, , I 111 m
DISTURBANCE --------- .Y.- f� - - -- -- ------ ---------
SECTION RR315-HANDRAILS ---
RE-VE6ETATE DISTURBED AREAS AT I I t t L-_ 2x6 JOISTS,GGA TIMBE3R 1YP® I I L 1 L] L
SECTION RP-315.1 HANDRAIL5.HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM EL. 50.0'_ 0INGLU510N OF STAIR CONSTRUCTION - - _ _ _ 1 - - - PLATFOPI-SA ANDIN6S,U.O.N. ! I _
AND 9b5 MM),RESPECTIVELY,MEASURED VERTICALLY FROM THE NO51N6 OF THE TREADS,SHALL BE PROVIDED ON AT moi, I --L - ISEE GEN NOTES,hb.4 d 10) I I I
` P05T5 THAT SUPPORT 6 kb - •
LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE PULL LENGTH OF THE STAIRS 1 I I
-- ___ ___ BEACH ACCESS PLATFORM
ABOVE THE LOWEST RISER OF THE FL116HT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NE Pa POSTS OR 1 L
WITH TWO OR MORE RISERS FROM A POINT DIRECTLY
SHALL VE A SPACE OF RISER OF A FLI&IT TO A POINT NOT LE55 THAN 15 IDNGFES�B - SIT ---
--- ---------- --------- ----------- - _ - - ----------- II
SHALL BE DRIVEN TO I I
: .tt ,. � 4A' I I I I
SAFETY TERMINALS. HANDRAILS ADJAGBtT TOA C3 MM) EL.46.0 PROPOSED BEACH 6RA9S I 1 t l __ MINIMUM OF 6'-0" BELOW MHWM I I I
- ---- - -- 47cb'wD LNDs --- ----- ® APPRox. tEL. -15' I I I FRONT VIEW - FLIP UP STAIR
E3ETl^EE�E THE WALL AND THE HANDRAIL. ----- --- ----TO BE PLANT® AS INSTRUCTED IN -- �---�``-'� I I . - � PLAN
PLANTIN6 5GHEDULE,THIS DW6 W/BENGI•I I I I ,
SCALE. NONE M--�
SECTION RR3152 HANDRAIL 6RIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR EL. 44.0 I I --- -`-i- _ ___ --_ ___ B B.O. P05T ® TEL -15' FOR ADDITIONAL INFORMATIO RE. 'FLIP UP STAIR' SEE BOXED NOTE
PROVIDE EQUIVALENT6RA5PABILITY. ------------------------------------------- rtl - -rtt_ --, _ 2 u U AND PHOTOS, THIS DRAWING
II It ,
TYPE I. HANDRAILS WITH A CIRCUL.P,R CRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEA5T 1-V4 INCHES EL. 42.0' -- ENGINEER:
(32MM)AND NOT GREATERTHAN 2INCHES(51MM). IFTHE HANDRAIL ISNOT CIRCULAR ITSHALL RAVE APE3RIMETER --------------- -----------------------------�------tL' •_.�'- _--_ -
--- - - ------------
11
DIMENSION OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN 6-1/4 INCHES 660 MM)WITH A MAXIMUM GROSS EL.40.0' I I '� � �•
5E-C1ION DIMENSION OF 2-1/4 INGHES(5l MM). - - -1 I - -1 t. - - - - - - - ,`P �Y T. G,
------- _ . ---- ---- --------------------------- J 1
c F
TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(IbO MM)SHALL PRDVIDE A GRASPABLE FINGER EL.380'
RECESS AREA ON BOTH SIDES OF THE PROFIT E. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(14 ------
MM) MEASURED VERTICALLY FROM TM: TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 11' ;:; m
a:- �. ,
INCH!8 MH11 WITHIN?/8 INCH BELOW 1N'E E^UDE-•��•T PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR EL 36.0' 1 t fi: --------------- 2
LEAST 3/8 INCH(10 MM)TO A LEVII THAT 15 NOT LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF -------71 ----
AT - -1 -------------------
OF THE2 3/4FILE. THE INGHES(`f01NIMM WIDTH OF THE MM) EDGES SH/V1 HAHANDRAIL
AAMINIhNM RADIUTHE RECESS
FE AI ISHALL
NGH!O 51/ ,NGHES(32 MM)TO A MAXIMUM V ---- -t1- ... - j, PROPOSED 4 HIDE WD STAIRX3493 C
EL.34.o t T T __ _ -W RAILING TO CODE (TYPICAL THROU6HOUT)
----------- ----IJ -- 11 _.:...
Ed
EL.32.0' 1 •: - - : _PROPOSED SHRUB
f'IBERGLA55 GRATE BENCH BY ----- ---- -- TO BE PLANTED A5 AN ALTERNATE TO BEACH x JEFFREY T. BUTLER,P E.
H1cNIGHOLS I-877-884-4653 I 6RA55 WME3RE CONDITIONS ALLOW. PLANTV
(4wumcnfchols.corrJ OR TREX EL.30.0' - - - - - - - - - - I - - - - -3'-0'ON CENTER,SES PLANTING SCHEDULE - Q I 0
BENCH AT LOCATIONS NOTED ON EIEAGH %xb"TOP RAIL - T AND DETAIL,THN5 DWG. Q
STAIR PLAN(THS DWG)
EL.28.0'
TREADS AND PLATFORMS TO BE CLOSE
EL-26.0-
MESH B?�R6RATIN68YMcNIGHgS ----- -------------------------
- - - ------------ 0 ..
2'x4"GGA MID RAIL
I-ETI-884-4653(wwwmcnichols.cor►)
EL_24.0' U I'1 ______OH___ ____
-------------------------- --------- - - - -
Ttj
EL_22.0- --- ------- -- ------ -1� - -------- I -- ---- z
uj Lu
2'x6'CGA6 Ib'OL. 5TAINLE55 STEEL I I I I;; - 0 _AT ALL
Tom. EL. 20.0' - - - - - - 1I - _ '{I' - - O 1--
z Z
I 4D' 2-PART BEACH ACCE55 PROPOSED 111 N
ALL - PLATFORM WITH IRKE6ULAR SHAPED Q O I- < Q-
BEACH 6RA55 EL. 18.0'---_b' INTI�1M PENETRATION I 1 _ - 4k6'HD LW6 a - I Q-
5/4 x6"TOP RAIL M' (TYPICAL) IN UNDISTURBED 501L REQUIRED --- 1 - _ -- - - - - I Beqcm
INDEPENDENT RAIL TO CODE 2-PART BEACH ACGE55 PLATFORM
(TYPICAL ALL POSTS,U.O.NJ -� I 1 t I...:, -IA' I • (1)4A'x 7A'WD LANDING Q O
EL. 16.0' 1 �j
-- ------ ---- ----------- - - --- - 6)4.O'x6.0'NOAGGESSPLATFORM- 7 r; - 4.O' PROVIDE INDEPENDENT HANDRAIL AS SHOWN Q� z N
2'x12"GGA I I PLACE FINAL BEACH STAIR PLATFORM Ll1 _I N
EL. 14.0' LONG
STRINGERS _-______ ___PROPOSED BEACH GRASS __ ---_11___ -' r 4X1 WD LN06 4x6 WD #
IMMEDIATELY SEAWARD OF EXIST.BULKHEAD
6 Ib'O.C. TO BE PLANTED AS IN5TRUGTE D IN I 1 -, PLTFRM '✓�
2x4 GGA MID RAIL T T I ISLAND Z T N
PLANTING SCHEDULE,THIS DWG I I 1 .-. --' - - T.O.PLATFORM OVR EX_BULKHD=10.83' Q _
EL. 12.0' -LL------ 1) - i
-------- --------------------- - -� . - ---- - - -- T.K.PL-i7RM=1025' SOUND w LU
L FINAL STAIR LANDING CONSTRUCTION: N O
N
tl-0O.G. I I 3 EL.10.0' - - - - - - - - - - - - - - - - - - -u- - ~ J I
2'xb'CGA 6 16'O.G. `7s,,
I 1 I ::::`<�1. :._;;`;,,..' _-I t =. . = :, , . 1.1 ':- ',;� ::.I 1. (4)6'x6'GGA P05T5 W/(�2'x10'GGA GIRDERS,2"x8'GGA 0 � � N o
2-2"X10'GGA-� �'%
R .8'0' I I JOISTS 6 16"OL.FINISH DECKING P82'GONSTRUGTION DETAIL' O
WET ;L ti ;.� s ,,r>: ;. ------ ------------------------- --------- - ------11 ----
61RD132(TYP) C N r. . ^_,. ;. _ ... _ I1 _ : :':It () -
`` I I -1 I -ITT 7 - TO BE PLACE D IMMEDIATELY SEAWARD OF EX BULKHEAD
_ LI6K WE16HT WELDED MARINE 6RADE , F„i, t,a�- ' -- ------ I I I I I I L1 LL p
POSTS TO EXTEND 6'-0" " EL.6.0' M.H W L.ALONG BUJCHEAD ..
RETRAGTABLE ALUMIWMSTAIR WITN s ------ -------------- - ----------- ------il - ,�,,//
-- I1--------LL-'=yJ. 6 tEL.53'ONMAY15,2018 W O Z W
� BELAW UNDISTURBED 501E � t' . . - a
(MINIMUM) z ' 4 RETRACTABLE ALUMINUM HANDRAIL, .� .� - �,,.F _ {--
y I 55° CLIMB ANGLE STAIR ROTATES 90° :� EL.4.0' I I 1u1 i t I I I I
m
4"Xb'GGA �=�= , - : ;. �.. . -------- -- ------------------- ----------- ----------- ------- ---- .., PROP05ED5TAIRTOBEAGH:
g I I a PLATFORM MOUNTIN6 BRACKET, d x" :. �= 11 I I (�
P05TS(TYP) I I RATED FORA 500 LB CAPACITY. - ` '� }�`" :I I I I BEYOND
MOUNT TO PLATFORM W/8 / r
� r I I I I 2'WIDE x �i'LONG RE7RAGTABLE ALUMINUM �
U ~` BOLTS e _' -� ELEVATION A �j FLIP-UP STAIR W/RAILING TO CODE
I (5E E DETAIL AND BOXED INFO,TH15 DW6)
PROPOSED BEACH STAIR PROFILE / I
FINISH:POWDER COATED
COLOR TEXTURE AND FINISH BY ° POSTS THAT SUPPORT 4kb BEACH ACCESS PAOE :
I I I I I CLIENT' `"'�`� `kms SCALE: 3/Ib = I-0 PLATFORM BE DRIVEN
^ a • - SHALL TO A MINIMUM OF
¢ �.., ,. �•.o
3'-0' BELOW MHWM,APPROX.EL.-2.25'
PROPOSED RETRACTABLE r,
STEP WIDTH = 24'01
1-100
FLIP-UP STAIR TO BEACH 2
I STAIR CONSTRUCTION DETAIL CONTACT: STEP DEPTH = 8'
5GALE: NONE HET5TEP.GOM
I I I I I 573-207-0404
of 2
r _
J�
` Town Hall
John M.Bredemeyer III,Presid r � O 53095 Route 25
Michael J.Domino,Vice-President P.O. Box 1179
James F.King,Trustee Southold, New York 11971-0959
Dave Bergen,Trustee q
ti Telephone (63 1) 765-1892
Charles J.Sanders,Trustee d Fax (631) 765-1366
A �.
BOARD OF TOWN TRUSTEES E C E I V E DD
TOWN OF SOUTHOLD MAY 12 2022
Southold Town
LETTER OF REQUEST FOR AN AMENDME T Board of Trustees
DATE May 9,2022
OWNER Geanie Arciga&Thomas Juul-Hansen PHONE 212-929-7109
15 Maiden Lane, 19th Floor
ADDRESS New York, NY 10038
AGENT En-Consultants PHONE 631-283-6360
ADDRESS 1319 North Sea Road, Southampton,NY 11968
PROPERTY LOCATION 500 Castle Hill Road,Cutchogue
TAX MAP NO. 1000-72-1-1.10
ADMINISMTIU 10125
UWe En-Consultants for Geanie Arciga&Thomas Juul-Hansen request an Amendment to Permit#
to include the proposed relocation of approximately 69 if of project-limiting fence to the 50-foot bluff setback
and the revegetation of approximately 270 sf of clearing seaward of the 50-foot bluff setback with native
vegetation,excluding the permanent 4-foot wide pathway to the proposed stairway,as depicted on the site plan
prepared by Jeffrey T.Butler,P.E.,P.C.,last dated May 5,2022.
Signed By:
Robert E.Herrn Coastal Management Specialist
EN-CONSULTANTS
ADMINISTRATIVE AMENDMENT REQUEST
May 9, 2022 _
Town of Southold p E C E i V E
Board of Trustees
Post Office Box 1179 2E
Southold, New York 11971
SouUwldTwam
Re: Permit#10125 Board ofTnntm
500 Castle Hill Road, Cutchogue
SCTM#1000-72-1-1.10
Dear Board of Trustees:
Please accept this letter as a request to administratively amend the above referenced permit as
described on the enclosed Letter of Request for Amendment. Enclosed for review are:
1. Application for Letter of Request for Amendment,
2. Site plan prepared by Jeffrey T. Butler, P.E., P.C. last dated May 5, 2022,
3. Survey prepared by Kenneth M. Woychuk, last dated April 25, 2022, and
4. Check for the amendment fee of$100.
Sincer ,
Rob rt rrmann
Coastal Management Specialist
/khs
Enc.
ti
1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuitants.com
environmental consulting
Glenn Goldsmith, President ®v s®�'�� Town Hall Annex
®
A. Nicholas Krupski,Vice President .�® �® 54375 Route 25P.O. Box 1179
Eric Sepenoski B Southold, New York 11971
Liz Gillooly
® Telephone 1) 76 -65-1892
Elizabeth Peeples
� Fax(631) 765-6641
NT1
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
SOUTHOLD TOWN BOARD OF TRUSTEES
YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES
72 HOURS PRIOR TO COMMENCEMENT.OF THE ACTIVITIES CHECKED OFF
BELOW
INSPECTION SCHEDULE
Pre-construction, hay bale line/silt boom/silt curtain
1St day of construction
% constructed
When project complete, call for compliance inspection;
°" .aJA.41d!",p� j, 3 s
'Rr
ddga l
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK 5T
r PERMIT NO. 10125 DATE; APRIL 13 2022 = �«
a, ISSUED TO: GEANIE ARCIGA & THOMAS JUUL-HANSEN
" PROPERTY ADDRESS: 500 CASTLE HILL ROAD. CUTCHOGUEn -
4 ,
s; SCTM#: 1000-72-1-1.10 aaag
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 13, 2022, and in i
consideration 'of application fee in the sum of$250.00 paid by Geanie Arciea & Thomas Juul-Hansen and
subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees
' authorizes and permits the following:
Wetland Permit to construct a 4' x±1181 timber bluff stairway,including a 4'x7' entry
H " platform at top of bluff, a 4'x4' landing; (3) 4'x6' landings with benches; a 4'x7' landing; �
4'x6' g; ana
4x6 platform off bulkhead with 2'x5' retractable"flip-up"steps to beach; clear and maintain
e a 4' x±42' wood chip path to stairway; and restore areas disturbed during construction with
native plantings; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,,a� P
dated February 3,2022,and stamped approved on April 13,2022.
1 ey°�q 0
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these `
presents to be subscribed by a majority of the said Board as of the 13th day of April,2022.
,a
ag
Ja ® io m
b,
•� 3 5.
o
}'TiYEf h 1�"'F+`�"r`'
_ C"av`fiC"C�'"C"'5'�i°feA``fxKS`P"cS4ff'"ca`?9°fn`5ekin}+"i`5,1'9'r'S;n"6id' e�Sv"afi'f "'rt' `"iSi't`xc.
L
r
'�. �® ..$,._wad @ �.,r mA%q ���ap;5'�!, � '�,. ®tl6:la bRp;° b S .;. - J...! �a a. v® ►a a d �
.. -�-*w... ,•:�sa�e. .. � _s.A+ _ ;R" � abt0® "r>,a- a$!ys y�'Q a. �., i
TERMS AND CONDITIONS
The Permittee Geanie Arciga& Thomas Juul-Hansen residing at 500 Castle Hill Road
Cutchogue,New York as part of the consideration for the issuance of the Permit does
understand and prescribe to the following:
1. That the said Board of Trustees and the Town of Southold are released from any and all
damages, or claims for damages, of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit, and the said Permittee will, at his or her own
expense, defend any and all such suits initiated by third parties, and the said Permittee
assumes full liability with respect thereto,to the complete exclusion of the Board of
Trustees of the Town of Southold.
2. That this Permit is valid for a period of 24 months,which is considered to be the estimated
time required to complete the work involved, but should circumstances warrant, request for
an extension may be made to the Board at a later date.
3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to
maintain the structure or project involved, to provide evidence to anyone concerned that
authorization was originally obtained.
4. That the work involved will be subject to the inspection and approval of the Board or its
agents, and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
5. That there will be no unreasonable interference with navigation as a result of the work
herein authorized.
6. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
7. That if future operations of the Town of Southold require the removal and/or alterations in
the location of the work herein authorized, or if, in the opinion of the Board of Trustees,
the work shall cause unreasonable obstruction to free navigation,the said Permittee will be
required, upon due notice,to remove or alter this work project herein stated without
expenses to the Town of Southold.
8. That the said Board will be notified by the Permittee of the completion of the work
authorized.
9. That the Permittee will obtain all other permits and consents that may be required
supplemental to this permit, which may be subject to revoke upon failure to obtain same.
10. No right to trespass or interfere with riparian rights. This permit does not convey to the
permittee any right to trespass upon the lands or interfere with the riparian rights of others
in order to perform the permitted work nor does it authorize the impairment of any rights,
title, or interest in real or personal property held or vested in a person not a party to the
permit.
Glenn Goldsmith,President �!®F s®(��� Town Hall Annex
A. Nicholas Krupski,Vice President 54375 Route 25P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly
Elizabeth Peeples � ® � Telephone(631) 765-1892
Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
April 15, 2022
Robert E. Herrmann
En-Consultants
1319 North Sea Road
Southampton, NY 11968
RE: GEANIE ARCIGA & THOMAS JUUL-HANSEN
500 CASTLE HILL ROAD, CUTCHOGUE
SCTM# 1000-72-1-1.10
Dear Mr. Herrmann:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, April 13, 2022 regarding the above matter:
WHEREAS, En-Consultants on behalf of GEANIE ARCIGA &THOMAS JUUL-HANSEN
applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the
Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March
3, 2022, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
and to the Local Waterfront Revitalization Program Coordinator for their findings and
recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
April 13, 2022, at which time all interested persons were given an opportunity to be heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold
Town Code,
2
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of GEANIE ARCIGA &
THOMAS JUUL-HANSEN to construct a 4' x ±118' timber bluff stairway, including a 4'x7' entry
platform at top of bluff; a 4'x4' landing; (3) 4'x6' landings with benches; a 4'x7' landing; and a
4'x6' platform off bulkhead with 2'x5' retractable "flip-up" steps to beach; clear and maintain a 4'
x ±42' wood chip path to stairway; and restore areas disturbed during construction with native
plantings; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated
February 3, 2022, and stamped approved on April 13, 2022.
Permit to construct and complete project will expire two years from the date the permit is signed.
Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Ve ruly yours,
4
Glenn Goldsmith
President, Board of Trustees
GG/dd
APPRIC)"WED BY
pit 0
_`IEr1HI 30A.RD OF R USTI:.ES
z
of NEW YORK CITY 800-272-4480 811 F,
&a
�h
BEACH
7N\
,14�
H & LONG ISLAND www.dignetnycli.com or www.call81I.corn
(for other states) TOM4 01- S01.1THOLD
By law,excavators and contractors working in the five For safety reasons,homeowners are strongly V,
9
boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type DAH
Counties on Long Island must contact DigNet, of digging on their property.Homeowners can
j
ISJ( 110 1-800 272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling
$0 AREA OF WORK _rking days(excluding weekends and legal holidays)
10 working 8 11,the national call before you dig number.For
_1 ft: A0 (0 prior to beginning any mechanized digging or excavation excavation work completed on personal property,
1611 SEE ENLARGED PLAN VIEW 'B (DWG No.2), it is the contractor's responsibility--NOT the
work to ensure underground lines are marked.Excavators
10
and contractors can also submit locate requests online, homeowners--to contact Di Net.Having utility
through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of cha
20� r1l)
0
SEE ELEVATION 'A' FOR 'BEACH STAIR PROFILE' No.2) rge.
oo 1-800-524-7603 for more information.
PROPOSED 4'H x ±116b9iV4
BEACH ACCESS STAIRWAY-
0EOEND:
_j
CONSTRUCT A 4H x ±116L.67 SET OF HOOD STAIR PROVIDE PLANTIN56i PER PLANTING 50HEDULE 4 '
IN RAIL TO CODE LOGATE AS SHOWN.
PROPERTY LINE
NO AREAS
PLANTING WALL OCCURIN THEFOLLOK
BREAKDOWN (TH15 0146) a Pa 5
SEE 'SCOPE OF WORK' FOR STAIR BRE POTENTIAL RESTORATION DUE TO PROF.STAIR CONSTRUCTION0 POTENTIAL RESTORATION DUE TO PROP.NATURAL HOOD CHP PATH CONSTI;WTION EXISTINGBUILDINGE LOCATION
14 E
0/1Z
uo MACHINERY AGG
FROM TOP OF BLUFF.
j NOTED LANE?LINES
ztp NOTED WATER LINES
L)
----------
OV EX15TIN6 MAJOR CONTOUR
�10-
f_.iYJ : w
-S A.0 5 bo
Cb EXISTING MINOR CONTOUR %n
05 -\0
54 5-�O, / -- /
�,o 1� /110
X 6.0
0 PROP05E EXISTING GRADE
LOGATION MAP:
REA OF WORK
4"N x ±42'LG NATURAL HOOD CHIP PATH:
/-SHALL BE LIMITED TO: INSTALL A 4'K x ±42L6 NATURAL, HOOD CHIP PATH FOR BE:AGH STAIR el =ELEVATION NOT TO SCALE
o OFFSET FROM LOG.- ACCESS AS SHOWN. e
-ALL ARE65 OEEXI!5T_ING_1�EGEtATION 15LEV A 2' TOP OF WALL ELEVATION TW lb.0
OF PROPOSED STAIR SEE 'TYPICAL BEACH ACCESS PATH SECTION' FOR REQUIREMENTS(THIS 01616)
-_-DISTURBED OR LOST DURING CClN5TRUCT1ON OF NEW BOTTOM OF WALL ELEVATION 6.0 NOTE:
• E.O.AREA DEVOID OF
5TAIR14AY 4 NATURAL HOOD CHIP PATH TO 5TAIR14AY MACHINERY ACCE55 FOR BEACH STAIR rON5TRUGTION 15 PROP05ED FROM THE
D4� VEGETATION,AS SHOW N
-SHALL 13E., BEACH - USE MILL RD. MATERIAL ACCE55 WILL BE ALLOWED FROM TOP OF BLUFF
PLANTED/RE-PLANTED WITH NATIVE VEGETATION NOTES:
FROM THE SUBJECT PROPERLY. USE LOCATION OF PROPOSED WD CHIP PATHWAY
AT CONCLUSION OF STAIRWAY CONSTRUCTION. I. ELEVATIONS SHOWN HEREON REFER TO NAVD Icibb
SCHEDULE AND DETAILS,THIS VH5 1)0 EXISTING ELEVATIONS ARE SHOWN M; 6.0 TO ACCESS BLUFF FACE.
gel SEE PLANTING SIG
EX15TINE7 CONTOUR LINES ARE 5HOM THUS:
AO 7-
EX.1,ELL
PROPOSED BEACH ACCE55 STAIR FOR:
�V'
511TUATE AT: 56TM NO.: 1000-12-01-1.10
GAS
f LAND N/F OF TLE HILL ROAD USE: RE51DENTIAL
1\0
011? MART MCKAY AREA OF DISTURBANCE SOUTHOLD, NY DATUM: NAV06b
I31I\ELLIN0
4- i j /� / i PRIVATE WELL i2,251 50FT. TOWN OF 5OUTHOLD
SUFFOLK COUNTY,NEW YORK
_D21b/
dl� SITE DATA: EXISTING: PROPOSED:
%1-o-Flo'_ - _1 , , -1 C AREA OF 51TE: 15,blclbb S.F. (1.14 ACJ N.G.
ref +
X A� 51TE PLAN BA_5FD ON ORIGINAL SURVEY 13Y.
DRY WELL
0 KENNETH M NOYCHUK (3
g1�1 f I _ / r LAND SURVEYING,PLL( d)
/ o �G Q�� PROFE95IONAL LAND%R`i`EYIN67
AND DE516N
Pti� e �\ \ c� _i v tis P.O. BOX 153,AQUEBOOLE,NY 1131
%
T `�
/ eQ� �' G \�� ���� PHONE: 0-2qb-11588
W in
SURVEYED: MAY 15,2018
�.j
in
/ �/ JP
ZI), <
'�' / PROPOSED NORK 50MMAR"'r.-
PROP05EI)
SWIMMING S PROPOSED Wpol, P0. LU LL
LP 6A5 TANK CON5TIRLIGT: X 7-
E
POOL FOUNDATION LOCATION4W x ±118' L6 V4000 BEACH A6CE55 STAIR TO EXISTING BULKHEAD AND
061-14-21 PRY WELL
RETRACTABLE FLIP-'JP STAIR TO BEACH
H/INLET 4`W x i42L(5 NATURAL HOOD GHIP PATH TO STAIR. < A
0 RE-VE6ETATE- T_ d)
cb* LU
-d, RESTORE AREA DISTURBED DURING CONSTRUCTION H/NATIVE PLANTINGS.
1+ W
0 C)
OR(HE
(5.T
LAND N/F OF
JOSEPH PROPOSED DRY NELL
5 SEORM 5(5 1��\
CAROLYN W INLET in
RIGGI
VACANT 150'
10 NATURAL HOOD CHIPS
70
DRY WELL LU
EX15TIN6 SOIL BASE (UNDISTURBED SAND)
COMPACTION NOTES: ...... ENGINEER:
SO GRADE 0`IF W
GENERAL
I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UI3 6RADE MUST 13E 5. THE EN61NEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED T. &41
PROPERLY PREPARED. THE CONTRA(TOR SHALL PREPARE THE SUB TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. THE LAND N/F OF MATERIAL SECTION BEACH AC/GESS PATHS <<\
GRADE IN ACCORDANCE WITH THESE 5PECIFIGATION5,U5IN6 THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 J05EPH 4 CAROLYN R1661 (MINIMUM THICKNE55) *k
NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED IW-44 MAXIMUM LIFTS. EACH LIFT SHALL 13E COMPACTED TO q5%OF Ly-
VACANT 150' NATURAL LLI
RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN 13E FORE51EIEN. THE OPTIMUM[DEN51T'(. COMPACTION SHALL BE ACCOMPLISHED AT NO 1 61 0 A LIJ
THEREFORE,NOTHING IN THE FOLLOWING 514ALL RELIEVE THE LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2%NETTER.OPTIMUM WOOD CHIP5
CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED
SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A SaW SUB BY ASTM V1551 NO RUBBLE,TRASH.BOULDERS,OR OTHER USES WILL
501L BASE OA 7 95
GRADE. BE ALLOWED AS FILL MATERIAL IN ANY USAGE. (UNDISTURBED SAND)
2.USIN6 SOIL TEST DATA
0 ESSO'
AL AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST
INFORMATION TO THE CONTRACTOR. IF PROVIDED,THE DATA WILL b. FOP,UNSTABLE SOILS WITH LE-55 THAN 250 P5F COHE51ON OR ULTIMATE
INCLUDE CLASSIFICATION OFTW SOIL IN ACCORDANCE Hn THE BEARING CAPACITY OF LESS THAN 500 PSF,6EOTEXTILE FABRIC NATURAL HOOD CHIP PATF15EGTION JEFFREY T. BUTLER,PE.
UNIFIED SOIL CLAS5,11FICATION SYSTEM(ASTM D240. THE SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND NOT TO SCALE
SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. TANKHOLES TO REDUCE MIGRATION OF FINE-GRAINED SOIL AND
B.SOILS PEE716NATED AS H16HLY FXPAN51VE(CHI,MHO,AND OH)MAY SEPARATE 01551MILAR FILL MATERIALS.THE 6ECITEXTILE MATERIAL 0
-E STABILIZATION ANO/OR SELECTIVE REFLAC SHALL OVERLAP ADJACENT 6EOTEXTILE MATE REAL BY A MINIMUM OF CDS
REQUIRE L11 I SEMERT WITH
SUITABLE SOILS. SUCH SPECIAL TREATMENT5 WILL BE DETAILED IN 12' AS NECESSARY TO COVER THE INTENDED AREA. &EOTEXTILE
AS MARKETED BY EXXON CHEMICAL AT i-800-54-EXXON C" E I
THE 51TE 510 DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE FABRIC SHALL BE 6TF130EX,TYPAR 3401,6TF950EX,OR TYPAR MOI SCOPE OF WORK
CONTRACTORS BASE BID. E V E_
C.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OLD,AND PT)MAY -1. BACKFILLIN6 TANKHOLIES,ETC., 1. NO DEBRIHO ALL BE PERMITTED TO FALL SEAWARD OF OR OUTSIDE OF
REQUIRE SELECTIVE REPLACEMEW WITH SUITABLE SCILS. THE NEED BACKFILL FOR ANY EXISTIN5 TANKHOLE5 SHALL MEET THE AREA OFRK. IL <
FOR AND THE EXTENT OF TH15 TREATMENT WILL 13E DETAILED IN THE REQUIREMENTS OF TH15 SECTION.LIKEWISE,BACKFILL FOR,OTHER 0 W
SITE DOCUMENTS IF THE COST'IS TO BE IIA(LUDEI;1`IN T14E HOLES LEFT BY REMOVAL OF SHIMMIN5 POOLS,BASEMENTS,ETC. SITE PLAN - PROPOSED WORK 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. MAR - 3 2022 0 Z
CONTRACTORS BASE BID. SHALL COMPLY WITH TH15 SECTION ALSO. 5. CON5TRL16T A 1161-6 SET OF BEACH ACZE55 5TAIR5 WITH:
D.THE 60INTRACTORSHALL INSPECT THE SUB GRADE AND NOTIFY b. BACKFILLIN6 TRENCHES- a. 4'H x ±4' L6 ENTRY STAIR @ TOP OF BLUFF,
THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIAL BAC491-1- FOR UTILITY TRENCHES SHALL BE HELL-6RADED,CLEAN, 1117771 b. (1) 4'W x 1' L6 ENTRY PLATFORM, Southold Town LU Q T
CONSIDERATION NOT ADDRESSED IN THE 51TE E310 DOCUMENTS. THE FRES14WATER SAND,FREE OF SILT AND CLAY PARTICLES.BACKFILLING 30 15 0 G. 4H x ±5' LG STAIR, Boird, of Trustees 0 T_ -
EXTRA COST OF UNANTICIPATED REMOVAL WILL BE EASED ON THE
SHALL OCLUR IMMEDIATELY AFTER THE LIKE OR CONDUIT 15 IN PLACE Z 17- Q) Z
UNIT COSTS PROVIDED WITH THE BASE 1310. THE 6057 OF TO PRECLUDE CAVING OF THE TRENCH 51DE-5. PRIOR TO INSTALLATION GRAPHIC SCALE -oil d. (1) 4'H y 4' L6 LANDING, LU
UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE G. 4'H x ±4' L6 STAIR, GENERAL NOTES BEAGH STAIRS
PROVIDED.
KIA BE NEGOTIATED. 4. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS f. 0) 4'K x b' L6 LANDING K/BENCH,
I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THESITE
SUB GRADE PREPARATION NEGE55ARY WITH 501L COMPLYING WITH THIS SECTION.EXCEPT THE TOP g. 4'H x ±32' L67 STAIR, PRIOR TO 5TARTINC7 OF WORK AND HE SHALL FAMILIARIZE HIM5ELF WITH <
I.THE GONTRAGTOR SHALL REMOVI:ALL VEGETATION,SURPLUS SOIL, 6 INCHES SHALL BE NATIVE TOP501L SUITABLE FOP,6RASS. AREAS h. 6) 4' x VILANDING H/BENCH, THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME.
DEMOLITION Rleel-E,AND OTHER UNDESIRABLE MATERIALS. SUCH REQJIRIN6 GUT SHALL ALSO BE PROVIDED WITH 6 INCHES OF NATIVE i 1.4'W x ±36' LG STAIR 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL
TOP501L FOR 6RA55. FINISH 6RADE FOR THESE AREAS SHALL 13E I Cn Z
MATERIALS SHALL BE PROMPTLY HAULED FROM THE 51TE AND INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A J. 0) 4' x 6LANDIN65 IN BENCH, CODE (IRC 2015) AND`ALL RULES AND REGULATIONS OF THE TOWN OF Lu _j
DISPOSED OF IN ACCORDANCE WITH 6OVERNIN(5 LAP6 AND CODES. k. 4'H x ±6' LC7 STAIR, SOUTHOLD.
THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE MAXIMUM OF 4-1 UNLE95 OTHERWISE INDICATED ON THE 51TE OR
WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS OF GRADING FLAK PROPOSED NEK PRUNE Ilb" OF LEAF AREA I. IRREGULAR SHAPED 2-PART BEACH ACCESS PLATFORM 3. IF IN THE 6OUR5E OF CON5TRU6TION A CONDITION EX115T5 WHICH
BUT RETAIN NATURAL FORM <
THE PAVING SYSTEM. THE TOL FRANCE OF THIS PC"GRAOINS 10.COMPACTION TESTING: SHRUB/ BUSH PER (1) 4.0' x 7.0' WO LANDING CANTILEVERS) OVER BULKHEAD DISAGREES WITH THAT A5 INDICATED ON THESE PLANS,THE LU Ir7
SHALL BE WITHIN 1/2*HIGH TO Ill LOW. VURIN6 THIS OPERATION THE THE ENGINEER WILL EN5_7A6E AN INDEPENDENT TESTINS LABORATORY TO
CONTRACTOR SHAH NOTE MY SOFT AREAS THAT BECOME PERFORM(1)A STANDARD PROCTOR TEST(ASTM D1551)ON THE FILL PLANTING SCHEDULE SPRAY K/HILT-PROOF ACCORDING (1) 6.0' x 4.0' HO ACCESS PLATFORM CONTRACTOR SHAH STOP WOW AND NOTIFY THE ENGINEER.SHOULD HE c) -3 _V
PROCEDURE, AND CONTINUE WITH THE WORK,HE
MATERIAL(OR NATIVE 501L PROCTOR TEST(A5TH 01551)ON THE FILL MIN Y-O" O.C. TO MF65 INSTRUCTIONS IF FOLIAGE PROVIDE (2) COMPONENTS KI INDEPENDENT HANDRAIL AS SHOWN FAIL TO FOLLOW TH15 PRL
APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND -UP STAIR To BEACH. SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
LOADED TRUCKS. 5"SOFT AREAS SHALL BE REPORTED TO THE MATERIAL(OR NATIVE SOIL IF NO FILL 15 USED) AT LEAST'12 HOURS 15 PRESENT k. 2'W x ±5` L(5 RETRACTABLE ALUMINUM FLIP 0 < LL
EW-ANEER FOR OFTERMININ67HE METHOD OF TREATMENT REQUIRED, BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR NOTE: 4. STAIR MATERIAL REQUIREMENTS 4. GRADING AROUND NEW CON5TRUG'TION SHALL 5LOPE AWAY AND BLEND
IF ANY. DENSITY C7AU6E(ASTM D:2q22 AND ASTM D-3011)OR SAO GONE(ASTM GROUND LINE TO BE SAME a. MATERIALS TO BE USED (STAIR): INTO INTO EXISTING SLOP"-_
2.MAINTAININ6 DRY 51TE CONDITIONS: 01556)TEST AT A MINI"OF THREE RANDOMLY SELECTED LOCATIONS ALL PLANTED VEGETATION WILL REQUIRE 1. 2xI2 STRINGERS 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MIN. 501L LL
DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PA%AN&15 IN TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE AS AT THE NJR5ERY 2. 2-2X6 TREADS /STEP PRE55URE OF 2 TONS PER 50.FT. AND SHALL HAVE A MINIMUM OF 6-0-
PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REA50NME SUB6RADE. IF THE RESULTS FROM THIS TEST FOP,THE FILL OR NATIVE MONITORING OVER 3 GROWING SEASONS. OF COVER,U.D.N.
MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION. 501L DO NOT WET OR EXCEED THE DE6REE OF COMPA(TIOt1 ESTABLISHED VEGETATION 3. 2X4 CLEATS
51Y-H MEA5URE5 SHALL INCLUDE FLIWIN6 OF FREE S.RFAGE HATER, OR MEANS OF STABILIZATION 4. 4X6 PO5T5 6. DE-516N TIMBER STRESS - DOUGLAS FIR ,NO. 2 GRADE FB = &251351,
MINOR HAN:?ANIO/OR MAeHINr_SHAPING TO FACILITATE RATER SPECIFIED IN TH15 SECTION,THE COST OF TE5TINC7 KILL BE DEDXTED E = 1,200,000 P51. 6 Z C) <
FROM THE CONTRACT AMOUNT,AND THE TE51`11`6(2)WILL BE REPEATED. PLANTING 5GHEOULE (PLANTED GRASSES AND/OR 5. 2X4 CCA TIMBER TOP RAIL Z Z�
REMOVAL,AND OTHER OPERIMON5 TO SPEED PRYIN5. 11. THE CONTRACTOR"T REMOVE THE EXISTING SANITARY SYSTEM IN 15" MIN. FOR TERRACING) 6. 2x4 CCA MID RAIL 7. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED Z:
3.NATIVE 501L COMPACTION, PROPOSED 6RA95 AREA PLANTS UP TO 41 b. MATERIALS TO BE USED (PLATFORM5):
COHESIVE AND COHIESIONLES6 NATIVE SOIL SHALL BE COMPACTED TO q5% ACCORDANCE WTH THE STANDARDS OF THE SLD.145. CONTRACTOR 15 1 SHALL BE 'TECO CONil_E;rTORS"' AND OF5TAINLE55STEEL MATERIAL OR
AND 10096 OF THE OP71RH DENSITY,RESPECTIVELY,PRIOR TO RESPONSIBLE FOP,ALL WeECTIONS AND 516N-OFF OF5AME. (MIX OF AMMOPHILA BREVIL16ULATA) HIGH, 20 MIN. FOR REMOVE BURLAP FROM I. 2xb FLOOR JOISTS EQUAL AND SHALL BE'CAPABLE OF HANDLING LOAD5 a CONNECTION 17-
PLACEMENT OF FILL. I2.6ONTPACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK BEA(H 6RA55 2-3 COLUMNS PER PLANTIN6 HOLE 12" 0.0 MAX. WITH PLANTS OVER 41 TOP OF BALL 2. 2Xb RIM JOISTS POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH <
4.FILL SELECTION AND COMPACTION: RkFEV CUT APO CERTIFIED AS EMPTY PRIOR TO RELO(ATION. PANICUM VIR67ATUM, SWITCH GRA55 AT 2--0' OL., 2 GAL. CONTAINER. HIGH b' MIN BACKFILL WITH TOP501L 4 3. 2Xb DEGKIW-7 MANUFACTURERS 5PE(IFIrATION5 AND RECSOMI-ENDATION5. PAOE :
THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOKIN8 SHALL AND PROP05ED NORTHERN BAYBERRY BL15H PEAT-MOSS 3;1 RATIO BY 5. MATERIALS TO 13E USED (HORIZONTAL SURFACES):
B. ALL TIMBER SHALL BE C(�,A NON).
BE USED! (MYRICA PEN5YLVANICA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. q. ALL POST AND PECK HARDWARE SHALL BE5TAINLE%STEEL IN
-SAND-GRAVEL MIX(15 TO 3%FINS(0.02 MM AND LBR.> 11), AND/OR PROPOSED BEACH R05E BUSH VOLUME IN q" LAYERS-WATER a. ALL HARDWARE TO BE 5TAINLE55 STEEL ACCORDANCE WITH ASTM A153. <
-GRAVELY 501L 0 To 6%FINES(0,02 HIM AND CSR>b), EACH LAYER UNTIL SETTLED. 19, ALL TIMBER TO BE CCA, U.O.N.
-SANDY SOILS(3 TO b%FINES<0.0:2 MM AND CEIR)b), (RO5A VIR61NIANA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. TYPICAL 5HRUE3 DO NOT TAMP b. PROVIDE A 4K X ±42'L6 NATURAL HOOD CHIP PATH TO STAIR. 10. HANDRAILS,TREADS AND PLATFORM SURFACES TO 13E BUILT WITH 60A
-SILTY GRAVELY SOILS(6 TO 10%FINES(0.02 MM AND CEIR>b), AND/OR PROPOSED BEACH PLUM BUSH 1. RE-VE61ETATE: TIMBER LU
-SILTY SANDY SOILS(b TO 15% FINES<0.02 MM AND CBR>b), (PRUNU5 MARITIMA) TO BE PLANTED AT A MINIMUM 3 FOOT ON (ENTER. PLANTING DETAIL bill FOR PLANTS UP TO 4`h, 11. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SUPERSEDE SCALED n I
B" FOR PLANTS OVER 4'h a. RESTORE AREAS 015TUR13ED DURING CONSTRUCTION WITH NATIVE DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE ks)
-CLAYEY GRAVEL SOILS(OVER 2096 FINES(0.02 MM AND CBR>5), (SEE PLANTING DETAIL, THIS ON57) N.T.S. PLANTINGS
-CLAYEY SANDY 501L(OVER 20%FINES(0.02 MM AM C-8R>5) INSPE6TION5 AND/OR OBSERVATIONS OF THE CONSTRUCTION.
of 2
V
w �( II m �� (.«2•�' .f
4' WIDE STAIR W/RAILIN6 TO CODE (TYP) w
. ±41 Tol 4.0 ±4 4.0 ±32 4.0 ±361 40 ±6 lA
BETIGH E
O 4'xb' 4: 41xb' i 4'xb'
cz O Q O 4'x4' HbOD WOOD WOODj„1001� 4V7 I FINAL
R I 41xT V, WOOD LANDIN6 o LANDING LANDIN6 LANDING I I PLTFRM
ENTRY PLATFORM LANDING W/BENC.Ii W/BENGN BENCH
4'xi4'
ENTRY
I STAIR r
±I18' LONG WOOD STAIR TO BEACH
CL
p PROPOSED 2 __ �I ,a-)
NA RAL'L6 PLAN VIEW 'B' - PROPOSED BEACH STAIR ELEV o
WOOD CHIP PATH: 5GALE: 3/16" = 1'-0"
FOR THE PURPOSES OF age
PROVIDING AGGE55 TO �_ I X z
BEACH STAIR. SEE i w <
PATH PROFILE AND
REQ'MNT5 ON DW5 No.l m I
x
U'
50.0' S I #118' LONG WOOD STAIR TO BEACH
GROUND CO-/BR PER ( (OFFSET FROM
CLIENT(50'LANDWARD CREST OF BLUFF)
OF CREST OF BLUFF) PROPOSED 4'W x ±118' LONG
i42'NATURAL WOOD CHIP I 1.0'
TIMBER STAIR TO BEACH
PATH TO STAIRWAY I ,I � �•
4'xT WOOD
�'` "t^-t ENTRY PLATFORM
;•..•...... ------ - I - ------- -- ---- -- - ----- -- --------- -------------- ------ - ----- -
EL."74.0' �"--� :..;..•,.:..:.:., 4�4
4'x±4' I 4'x4'WD LND6 r71- el
EL.12.0' _ _ 3,
- ENTRY ------_4O____-___PROPOSED --- �
- - - -- - - - - -
EL.70 O' I STAIR 4'x6'WD LNDS - - _4' WIDE WD STAIR - - - - - - - - - - - 2-PARTPLATFORM WITH
- W/BEH W/ RAILING TO CODE I INDEPENDENT RAIL TO CODE
EL. 68.0
_--(TYPICAL THROUGHOUT)
PROPOSED SHRUB r l
II II . _ • •
_ __
EL.(b _T`" - - -__ L- ---- -TO BEPLANTCDA5ANALTERNATETOBEACH --------- 4.0'
- - -- -- V
------ 6RA55 WHERE CONDITIONS ALLOW. PLANT 4'xb'WD '
II II 11 -
I � 3'-0'ON CENTER,SEE PLANTIN6 5C-EDULE 4k1 WD LND6 F•-�-�
II EL.64.0 I I _ _ _ _ PLTFRM •
------ - - ---AND DETAIL,TH15DW6. ---------
LONG
EXISTING VEGETATION ISLAND SOUND
---- --------- - ------ -•- - - - -- _ - -- ---- SHaLLREMaINiNPLaGE,DELIBERATEcaRE--- I ---
EL.62.0' -
NYS RESIDENTIAL CODE (IRC 2015) T I I �' SHALL BE TAKEN NOT TO 015TURB ROOT - a
EL.60.0' -- BA5E OF EXISTIN6 PLANTIN65
SECTION RR314 -STAIRWAYS - - - - - - - - - T - -- - - - - - - - - - - - T.O.PLTFRM= 1025' - - C 0
SECTION RR3145.SEGTION RR3142 'TREADS AND RISERS.THE MAXIMUM RISER HEIGHT SHALL BE 8-I/4 INCHES(20q MM) ---------- - - ------ _ . fil_ --L = _ - -_------- -SEE CONSTRUCTION DETAIL _________ ALUMINUM 'FLIP UP' STAIR - 1'{ I. w "D K CZ
EL.58.0' 11 • - PROPOSED RETRACTABLE I I
AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES(22q NIM). THE RISER HEIGHT SHALL BE MEASURED VERTICALLY FOR ADDITIONAL INFORMATION � � I,I W
BETWEEN LEADING ED6E5 OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETI^Et�l `. __ AND DIMENSIONAL REQUIREMENTS RAIL TO BEACH, 2'W x 61-6. :l X 7-
THE ,
VE3RTICAL PLANES OF THE FOF:EM05T PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS EL.56.0' -------------- LL- __i(__-_ _ �( L -5 DWG) SEE DETAIL DWG No.2 i;I i I [--•I 0d�
LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL 8E SLOPED NO STEEPER l/ \ --------- ' I'I- I I O
EL. 54.0' _ -'_ _ --- ------- 2x10 TREADS,2x12 STRINGERS, - M.HLyL.ALONG BULKHEAD I .
N
L _, 4xb POSTS,2x4 CLEATS 1 I' ^ O = -
FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH M5 MM).THE GREATEST TREAD DEPTH ----------------------- �----- i(-` _
THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-f'ERGENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY 1,-
I ® 3EL.5.3'ON MAY 15,2018
WITHIN ANY FL16HT OF STAIRS SHA.L NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH M5 MM). IN AREAS OF POTENTIAL 1 L x5.3 I J I
L_, 2xb TOP RAIL,AND 2x4 N11D RAIL w
EL. 52.0' II _ _ _____________
---- DISTURBANCE -------- ----- - - 2xb JOISTS GGA TIMBER TYP® f l l I
SECTION RR315 -HANDRAILS -1 - ---- i L.I:
RE-VEGETATE DISTURBED AREAS AT 11 :I j 1 I I L 1 U O
SECTION RR315.1 HANDRAILS.HANDRAILS HAVING MINIMUM AND MA.XIK M HEIGHTS OF 34 INCHESAND 38 INCHES(8b4 MM EL.50.0' CONCLUSION OF STAIR GON5TRUGTION 1 � - -' PLATFORMSJVIND1146S,U.O.N
STAIRWAYS.DE OF REQUIRED
HANDRAILS CONTINUOUS SHALL BE PROVIDED ON AT - - - - - - - - j - - -(5EE 6EN.NOTE'S,No.9 a 10) TTS Cn
- -- 1�-■I
WITH TWO OR MORE RISERS FROM.A p01NT DIRECTLY ABO^IE THE TOP RISER OF A FLIGHT TO A pDINT DIRECTLY _---_----- �l_ ---_ I L i P05T5 THAT SUPPORT b'x6'
AND qb5 MM),RESPECTIVELY,MEA�iURED VERTICALLY FROM THE Nb51NG OF THE TREADS, EL_48.0' - •--. . _- - I I I I
1 _ _-- _ - -----____-- _ _- _-- BEACH ACGES5 PLATFORM
ABOVE THE LLEAST ONE 10WEST RISER OFTHE FLIGH ENDS SHALL BE RETURNED OR ALLRMINATE IN NEWEL THE FULL LENGTH OPO5T5 OR F THE IRS I l
SHALL BE DRIVEN TO A / W
----------
-------- --- 11 .. ' � 4.0' � I I I I fT
--- MINIMUM OF 6'-0" BELOW MHWM I I I F-+-I
SAFETY TERMINALS- HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN IS INCHES(38 MM) EL 46.0' PROPOSED BEACH GRASS I I 1 I ____ `-_ _ - -- 4'x6'WD LN06 -------- ® APPROX. ±EL. -15' I I FRONT VIEW - FLIP UP STAIR �
TO BE PLANTED AS INSTRUCTED
SECTION RR315.Z HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR EL. 44.0' -- -- 1�
BEThEEN THE WALL AND THE HANDRAIL. ----- ---- ---PLANTING SCHEDULE,THIS W6 IN-- - �--- - 11 �_, y{�BgWH PLAN
I iq�, NONEF�4
11 -- - - - --- - --- --- B B.O. P05T® ±EL -1.5' FOR ADDITIONAL INFORMATIO RE. 'FLIP UP STAIR' SEE BOXED NOTE
PROVIDE EQUIVALENT6RASPA8ILI"n,. __________________________ __________________rtj---- rtl .
11 I j 2 AND PHOTOS, THIS DRAWING
TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUT5IDE DIAMETER OF AT LEAST 1-1/4 INCHES EL.42.0' --...___ __ _--_ ---------------------- _ ------ ------- ENGINEER:
---------1L ,..., - ---- -
(32 MIM)AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER I I --
DIMENSION OF AT LEAST 4 INCHE B(102 MM)AND NOT GREATER THAN b-1/4 INCHES(IbO MM) WITH A MAXIMUM CROSS 1
EL. 40.0' 1
SECTION DIMt3'ISION OF 2-I/4 INCHES(51 MM). P��O� �
TYPE 11. HANDRAILS WITH A PERIMET82 GREATER THAN 6-1/4 INCHES(IbO MM)SHALL PROVIDE A GRASPABLE FINGER EL.38.0' - �1----_
RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BE61N WITHIN A DISTANCE OF 3/4 INCH(Iq --- - -- �--� - -- ---- - t( �
---------------- ----------------------
MMJ MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/Ib ���
INCH(8 MMU WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR EL.36 O' ________ r
AT LEAST 3/8 INCH(10 MMU TO A LEVE.THAT 15 NOT LE-56 THAN 1-3/4 INCHES(45 MMU BELOW THE TALLEST PORTION OF -I -It
- ------------ ---------- --------------- - er_ W
OF 2-3/4 INCHES(10 MIMU. ED6E5 SHIALL HAVE A MINMUM RADIUS OF O.ol INCH(025 MMU. EL. 34.0' l 1 - PROPOSED 4' WIDE WD STAIR m �� z
THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES 02 MMU TO A MAXIMUM D - 1 I
Ti 1
` 1 _-- -- - - _ __ _ _W/RAILING TO GODS (TYPICAL THROUGHOUT) uMi N�OA 07 49
---- ------------i1- -= - --- - - - -- -PROPOSED 5HRUB __ ROF 10NP
EL 32.0' 1 _
FIBERGLASS GRATE BENCH BY ---- T _ TO BE PLANTED AS AN ALTERNATE TO EiEACH p JE P E.
(wwoW,NICrch I-811-884-4653 1 6RASS WHERE CONDITIONS ALLOW. PLANT
(wwwmcnrchols corrt)OR TRFaC EL.30.0' - - - - - - - - - - J- _ i_ - - - -3'-0'ON CENTER,SEE PLANTING SCHEDULE - � I �
BENCH AT LOCATIONS NOTED ON BEACH 5/4 xb"TOP RAIL U I _ - . AND DETAIL,THIS DWG. ® _ Q
H
STAIR PLAN 5 DW6
TREADS AND PLATFORMS TO BE CLOSE I I -- r
EL. 26.0' tY tSl O
MESH BAR GRATING BYMCN16HOI-S - ------------------------__-__'-- -{r - -�•-°--• - �
1-811-884-4b53(wwwmcnichols.com) 2x4 CGA MID RAIL •� - - ----- -------
EL. 24.0' B I j z
EL_2�.o�- -- - -------------------------J1 ---- - - - - ------ ----- - W
2"x6'CGA a Ib'OL. 5TAINLE-55 STEEL I I 1 I_ � O � � � !. � }
HURRICANE CLIPS TYP. - - - - - - - - - I 1 - l j .. z O Z O
EL.207' l.�.1 � I K
AT ALL CONNECTIONS -}i- - -{I-=- �,.. _ - - O
2-PART BEACH A(/E55
(1. . '' : 4.0 1 OP05ED
BEACH 6RA55 E --- IN UNDISTURBED SOIL RC-GTJIRED - ---- -- - - -- - 45c6'WD LNb6 PLATFORM WITH Ir2RE6ULAR SHAPED a Q Q 1 Q/ OL
EL. IS.O' ___b MINIMUM PENETRATION i
q'xb"TOP RAIL PLANTTNG5(TYPICAL) - INDEPENDENT RAIL TO CODE
2-FART BEACH ACCESS PLATFORM
� 1 Hu BBVGH O D <
(TYPICAL ALL POSTS,U.ONJ ---�0 1) 1 IA' • (I)4.0'x 1.0'WD LANDING
EL. I6.0' 1:1. ' : OO
----', • (I)4.0'x 6.0 WD ACCESS PLATFORM
1•r 4A' PrZOVIDE
INDEPENDENT HANDRAIL AS SHOWN z (V
2'x12"GGA 1 1 -
STRINGERS ---------------EL. 14.0' PROPOSED BEACH 6RA55 I PLACE FINAL BEACH STAIR PLATFORM LONG E--+ 11J --1 N
-- ----I� --- _ T _ 4X( WD LN7fi 4 xb W7 IMMEDIATELY SEAWARD OF EXIST.BULKHEAD ljl -1 O
® 16 OL. TO BE EL 12A' PLANITIDHE37ULEI THIS DWG 1N I ' - PLTFRM - - T.O.PLATFORM OVR EX_EULKHD_I083' z _ I
2 x4 GGA MID RAIL AS 1 ISLAND z � � �1
-
------- ------ --------------------L--------11 -` _ t Q
, _ _ _ _T.O.PLTFRM_l0 25' SOUND W L F O
,; - --
tT-0'O.G. I 11 L E- O I
EL. io.v' - - - - - - - - - - - - - - - - - - - J4- - FINAL STAIR LANDING CONSTRUCTION: N O N
2"xb'GGA Ib'O.G. I 1 (4)b'x6"CGA P05T5 W/(2a 2'x10'CGA 61RDER5,2'x8'GGA 0 O (v Q
' I I EL.S.0' I 1 JOISTS 0 Ib'OL.FIN15H DECKIN6 PE9R'CONSTRUCTION DETAIL'
2-2"XIO'GCA-
11 I Il
I I . l l lL
y I I I � WET STEPS-lSTEP "t:.� � I` - ��� ------- ------------------------------- -----`'--------II -- �I 1-1-- ----.-�1 - TO BE PLACED O
61RDER(TYP)
LIGHTWEI6HTWELDEDMARINE6RADE � > �.. EL.------- ----------------------- - ------- -------------4----][ ------u - ,
POSTS TO EXTEND 6'-O" �` ,� • • 11 I I M.HLk{L.ALONG BULKHEAD
BEEAW UNDISTURBED SOIL RETRACTABLE ALUMINUM STAIR WITH - �'' ""
RETRACTABLE ALUMINUM HANDRAIL, + " I I I I I I �f I 6 SEL.53'ON MAY 15,2018 a O Z LU
----- -- ------------------------------- ----------------- - ( ~
4 Xb GGA- y I _� 55 CLIMB AN6LE STAIR ROTATES 90 EL.4.0' 1 --_-_-1 I (l " I PROPOSED STAT z
�s (M1NRH) x
I -
„ ... .. . 1 I � RTO BEACH:
c� I I � � ` � A PLATFORM N10UNTIN6 BRACKET � �----� I I I I BEYOND O
POSTS(TYP) I I 4
RATED FOR A 500 LB GAPACITY.
MOUNT TO PLATFORM W/8 -%1 w° .'``' :: �'i �!M; I I I I v
' 2'WIDE x 1;5'LONG RETRACTABLE ALUMINUM
;,;�' 'f'w: X ELEVATION 'A' 1 I I I FLIP-UP STAIR W/RAILING TO CODE
(_f BOLTS DETAIL AND BOXED INFO,THIS DWG)
PROPOSED BEACH STAIR PROFILE E :
FINISH:POWDER COATED :�+a ')i G. °' "rwr '" u u� �.
_ _ ' C Fs ►�fi
AG
I �=� COLOR,TEXTURE AND FINISH BY SCALE: 3/Ib' = 1'-0'
POSTS THAT SUPPORT 4xb'BEACH ACCESS ' 71
CLIENT n. ,." • "y5 PLATFORM SHALL BE DRIVEN TO A MINIMUM OF 11
...
PROPOSED RETRACTABLE 3-0 BELOW MHWM,APPROX.EL.-2.25 e
'FLIP-UP' STAIR TO BEACH STEP WIDTH - 24
STAIR CONSTRUCTION DETAIL CONTACT:
STEP DEPTH = 8
WETSTEP.COM
573-207-0409
of 2
t
,.iN .r���
r
It"
.�..•."•.
. 4j,.1 *az
ZZ
lob
%p
, 4
r W
ry s
r
Geanie Arciga&Thomas luul-Hansen
500 Castle Hill Road,Cutchogue
SCT M i1: 1000-72-1-1.10
4/5/22
t.
SW
j + r
1
.. ... - dux:...ana•.e,a-- <- r ;:
r
Glf ioldsmith,President
Town Hall Annex
A.Nicho,us Krupski, Vice President 54375 Route 25
Eric Sepenoski 00 ac P.O.Box 1179
Liz Gillooly Southold,NY 11971
Elizabeth Peeples ` Telephone(631)765-1892
Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Date/Time. Completed in field by: 1" -
En-Consultants on behalf of GEANIE ARCIGA & THOMAS JUUL-HANSEN requests a Wetland
Permit to construct a 4' x ±118' timber bluff stairway, including a 4'x7' entry platform at top of bluff; a
4'x4' landing; (3) 4'x6' landings with benches; a 4'x7' landing; and a 4'x6' platform off bulkhead with
2'x5' retractable "flip-up" steps to beach; clear and maintain a 4' x ±42' wood chip path to stairway;
and restore areas disturbed during construction with native plantings. Located: 500 Castle Hill Road,
Cutchogue. SCTM# 1000-72-1-1.10
CH. 275-3 - SETBACKS
WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required
1. Residence: 100 feet
2. Driveway: 50 feet
3. Sanitary Leaching Pool (cesspool): 100 feet
4. Septic Tank: 75 feet
5. Swimming Pool and related structures: 50 feet
6. Landscaping or gardening: 50 feet
7. Placement of C&D material: 100 feet
TOP OF BLUFF:
1. Residence: 100 feet
2. Driveway: 100 feet
3. Sanitary leaching pool (cesspool) 100 feet:
4. Swimming pool and related structures: 100 feet
Public Notice of Hearing Card Posted: Y / N
Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action
Type of Application: —Pre-Submission Administrative Amendment Wetland
Coastal Erosion Emergency Violation Non-Jurisdiction
Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line
Additional information/suggested modifications/conditions/need for outside
review/consultant/application completeness/comments/standards:
UA
1yaV p C v JV w_+ �lv�G S Saw
C �lr
Present were: G. Goldsmith N. Krupski u-5 Sepenoski L. Gillooly
E. Peeples Other
S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK 1 LOT 1 . 10
#R10190105-ZEC
'yF' S 42037'28"W 0 G
�°p 28.50' ISS'
BW 5.0 e l�
10.
ADO V
DY SO
Y
fj
�
7bF O �O 0 � v/)
I ti
MHW LINE ALONG BULKHEAD TOWN OF SOUTHOLD LOT COVERAGE
I BASED ON LOT AREA LANDWARD OF COASTAL EROSION LINE
ny S° IS9 54,374 SQ.FT. or 1.25 ACRES
I X00 6b.
PROPOSED DWELLING: 2938 S.F.
REAR WATERSIDE DECK W/STEPS: 1064 S.F.
I FRONT DECK. 77 S.F.
SWIMMING POOL: 748 S.F,
I •3
X00 TOTAL: 4827 S.F. or 8.9%
I BW S 35°>S'36"W
sg 7.Q)'
I �
I DRAINAGE CALCULATIONS:
DWELLING FOOTPRINT: 2938 S.F.
2938 x 0.166=488 CF REO.
(3) BDAx 4' DEEP ORYN'ELLS-531cf PROVIDED
I ORNEWAY-4250 SOFT.
4250 X 0.166- 706cf
I ` (2) 10'DIA x 6' DEEP DRYWELL— 821cf PROVIDED
O
Ln
I O �
( o
�c�
o ecuFF
I LIMIT OF CLEARING,
GRADING AND GROUND
DISRIRBMICE
I 39,500 S.F.*
2k �
I �
I
I
I
I O O
d- Uj
I O �
0
t-
I �
DRY WELL 4.37-0 0 39.0' 80.7'-
Z 8'DIAx4'DEEP h ,�
I t 1.0 cone. woH
�.`��`'•1 DRY WELL
f: 8'DIAx4'DEEP
IFOUNDA77ON =jj conc. waff 29.8'
46'-3' LOCATION
I09-14-21
I
LAND N/F
I
VACANT 150' 35' ----59'-4*-- — MAR
conc. OF
won Y MCKAY
I DRY WELL - --- - ---------- DWELLING W/WELL WATER I
8'DVAx4'DEEP ` ELEC. .UNE
•:�� conc. won +
.:L.P.
.t 5 1 X11 1O'DIAx5'DEEP
�. I x
1500L r,.N. S. DRY WELLw/INLET i•::::::+ ,
Z k 2 (i) 104x13 LP.
1 2 O V) 2�Lyi I
X� IU
+
LIMB OF CLEARING.
GRADING AND GROUND
DISRJRBANCE Nta, 1 �•? J ��
1
39.000 S.F.t DRY WE4L W/I?DET I•:::�::;1
10 OIAx6 DEEP
I 1 i S.T.
I ` i L.P.
OG' ELEC. I
`— � •' TRANS. r
lzzz�CATV 110 I
IRON
S 51023'301, W WELL CONSTRUcnoN -_
ENTRANCE FISP
K4CT/G
176.94, R�WAGY L CAS
HILL ROAD
JOSEPH NOF /F --__ "" -- +�, T (PRIVA oAoj 25• o.w.J
DR, E C E I V E
'top
CAROLYN RICCI 1608.43' --._
VACANT 150' EMAR 2022
y
Southold
Board of Tn stew
J �d
OREGON ROAD
SHOWN AS LOT 1 ON APPROVED MINOR SUBDMSOIN MAP THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
OF BAXTER PROPERTIES, INC. LAST AMENEDED JULY 18, 1980 LOCA7701VS SHOWN ARE FROM FIELD OBSERVATIONS
SUBJECT TC COVENANTS & RESTRICTIONS LIBER 9272 PG.535 AND OR DATA OBTAINED FROM OTHERS
ELEV. 72'0 AREA: 75,879.86 SQ.FT. or 1.74 ACRES
ELEVATION DATUM: NAVD88
OL DR BROWN
LOAM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURREY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 714E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ScBROWN ONLY TO 771E PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI701V
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
—4.0' 714E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 717 THE STRUCTURES ARE FOR A SPECInC PURPOSE AND USE THEREFORE 774EY ARE
PALE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
BROWN AND/OR SU4SURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 714E PREMISES AT THE 77ME OF SURVEY
FlNE
SP �D SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THOMAS JUUL HANSEN;
MAP OF:
END. LOCATION 09-14-21
FILED:
REVISED 12-14-20 SITUATED AT.CUTCHOGUE
REVISED 11-10-20 NO TowN OF: SCUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC
WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
APRIL f6, 2018 t 7' P.O. Bog 153 Aquebogue, New York 11931
McDONAW GEOSCIENCE r PHONE (831)298-1588 FAX (631) 298-1568
FILE 111 18-29 SCALE:1"--30' DATE:MAY 15, 2018 N.Y.S. USG NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. lfoychuk
y.L
RAN of NEW YORK CITY 800-272-4480 811
4
& LONG ISLAND www.dignetnycli-com or www.call811.com
ZOM:BEA
CH`
et (for other states)
By law,excavators and contractors working in the five For safety reasons,homeowners are strongly
boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type V,--
Counties on Long Island must contact Di Net, of digging on their property.Homeowners can ✓ N
1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling
AREA OF WORK
811,the national call before you dig number.10 working days(excluding weekends and legal holidays) r.For
prior to beginning any mechanized digging or excavation excavation work completed on personal property, 7, t
%
A 720
SEE ENLARGED PLAN VIEW 'B' (DWG No.2), work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the
10 and contractors can also submit locate requests online, homeowners--to,contact DigNet.Having utility
0
0110
SEE ELEVATION 'A' FOR BEACH STAIR PROFILE, No.2) through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. 4
%
1-800-524-7603 for more information.
V.
PROPOSED 4'1^1 x ±115' \00 L& \0
BEACH ACCESS STAIRWAY: PROP05ED RJE-VEGETATION! LEOEND:
GON5TRU(T A 4'K x ±1161-6 SET OF HOOP STAIR PROVIDE PLANTIN65 PER PLANTIN55 SCHEDULE
1AV RAIL TO CODE LOCATE AS SHOWN. PLANTING SHALL OCCUR IN THE FOLLOWING AREAS PROPERTY LINE
SEE SCOPE OF WORK"FOR STAIR BREAKDOWN (TH15 01616) POTENTIAL RESTORATION DUE TO PROP.STAIR CONSTRUCTION
51TE LOCATION
POTENTIAL RESTORATION DUE TO PROP.NATURAL HOOD CHIP PATH CONSTRUCTION EXISTING BUILDING
MACHINERY_ACCE9
5, NOTED LAND LINES
,FROM TOP OF BLUFF-
X
ztp NOTED WATERLINES
C)
05$0y-
EXISTING MAJOR GONTOUR
A.
f (00
%n
0. EXISTING MINOR CONTOUR
Olt
\0
011) f
10 PROPOSED EXISTING 6RADE X 6.0
f I I I I
LOGATION MAP:
40 1--- i
4'H x ±42'L6 NATURAL HOOD CHIP PATH: i
AREA OF 'cp /-�, NOT TO SCALE
el =ELEVATION
-5HALL BE LIMITED TO. INSTALL A 4'K x t42'L6 NATURAL HOOD CHIP PATH FOR BEAGH STAIR
% -A 2'OFFSET FROM LOG.- AC E-55 AS SHOWN. TOP OF WALL ELEVATION
o l' A E-EXISiING-VIEGETATION _@ 0.0
,ALL m� - LEV, 'ESS PATH SECTION' FOR REGUIREMENT5(TH5 ONG) TW (_
:A OF PROPOSED STAIR SEE 'TYPICAL BEACH AC(, NOTE:
-P19TURBEP ORL05T DURING CONSTRUCTION OF NEW F-0.AREA DEVOID OF BOTTOM OF WALL ELEVATION 13H 6.0
�A_ •
5TAIRHAY 4 NATURAL WOOL)CAP PATH TO STAIRWAY '_Ao" "S.-_ I / vEsETATION,AS SH" MACHINERY ACCE55 FOR BEACH STAIR CONSTRUCTION 15 PROP05ED FROM THE
E�D NOTES: BEACH - USE MILL RD. MATERIAL ACCE55 WILL BE ALLOWED FROM TOP OF BLUFF
PLANTED/RE-PLANTED WITH NATIVE VE6ETATION
FROM THE SUBJECT PROPERTY. USE LOCATION OF PROPOSED NO CHIP PATHWAY
01�1 AT CZNCU51ON OF STAIRWAY CONSTRUCTION. I.ELEVATIONS SHOWN HEREON REFER TO NAVO IcIbb
9M PLANTINS SCHEDLU AND DETAILS,THIS DWG EXISTING ELEVATIONS ARE 5H"THUS; j6-0 TO ACCESS BLUFF FACE.
EX15TIN6 CONTOUR LINES ARE SHOWN TM5-
AO / EX.HELL
PROPOSED BEAGH AG6ESS 5TAIR FOR:
oolp
P, CASTLE HILL ROAD
SITUATE AT: 56TM NO.: 1000--12-01-1.10
N LAND N/F OF
68 USE: RESIDENTIAL
Zop
e� 1 $ / ,� MARY MCKA"r AREA OF DISTURBANCE: 5OU1THOLD,NY DATUM: NAVO&b
ONELLINGTONN OF SOUTHOLD
PRIVATE Hal- ±2�2515o.FT.
.01!gyp 1 SUFFOLK COUNTY,NEW YORK
D2
SITE DATA: EXISTING: PROPOSED:
AREA OF SITE: 15PI486 S.F. (1.14 ACJ N.C.
�jX f6ft4VP SITE PLAN BASED ON ORIGINAL SURVEY 13Y: n
IA _� DRYWELLKENNETH M HOYCHUK P�
g N / V / O (J LAND 5URVEYIN6,PLL6
�
PROFESSIONAL LAND SURVEYING
AND DE516N
IP6 & P.O.BOX 153, AQUEBOCRE,NY 1131
PHONE:- 01-2qb-15b
In
SURVEYED: MAY 158200 WCj "0
X
4 oe JO PROPOSED % PROPOSED HORK SUMMARY: W <
PPOP05ED
INGROM
SWIMMING S PROPOSED
POOL 01 FOUNDATION LOCATION LP 6A5 T) CONSTRUCT: X 7- LL-
a 4'K x ±1161-6 WOOD BEACH ACLE55 STAIR TO EX15TIN6 BULKHEAD AND C)
PRY VELL
061-14-21 K/INLET RETRACTABLE FLIP-JP STAIR TO BEACH )
0 C, t2) 0
a 4'K x i421_6 NATURAL WOOD CHIP PATH TO STAIR. < A
0 RE-VE6ETATE-
(P 0 RESTORE AREA DISTURBED DURING CONSTRUCTION IN NATIVE PLANTIN56.�`I �`���9�A� 8/'mx4'DP \��6S, , ��P \ / xU �� P y
LU (Z
10
DRY WELL 76 0,
G C3 O^1
( 1 1 OLAND
N/F OF 04
JOSEPH 16- PROPOSED
OSE 00 PRYJELL
CAROLYN 5 BEDIRM SYS Fo
-� W INLET
RIM
lb L.P. %Z
VACANT 150' f/V -
10-'b-0x4VP NATURAL HOOD CHIPS,
DRY WELL 70
LU
EX15TIME7 501L BASE N015TUR15ED SAND)
COMPACTION NOTES: ENGINEER,
ly
50 GRADE 0� KW/
6ENERAL
I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB 6RADE MUST BE 5. THE ENGINEER RESERVES THE R16HT TO HAVE 501L TESTS PERFORMED T.
PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. M LAND N/r- OF MATERIAL 5ECTION BEACH ACZE55 PATHS C-17-
GRADE IN AGCORDANCE WITH THESE 5FECIFIGATIONS,LISIN6 THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 JO5EFH 4 (SAROLYN Rl(�,61 (MINIMUM THICKNESS) t <� *
W-CE95ARY MEANS AND MATERIALS TO PROVIDE THE 5:EDIFIED IW-44 MAXIMUM LIFTS. EACH LIFT SHALL BE COMPA'Tr:P TO q5%OF cl�
VACANT 150'
RMLT5. NOTHINGIN THE FOLLOWING SITUATIONS CAN BE FORE5EN. THE OFTIMIJIM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO NATIRAL
0 LU
THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE LE-95 THAN OPTIMUM MOISTURE CONTENT UP TO 2% WETTER OPTIMUM WOOD CHIPS, 0
CONTRACTOR OF THE RE5PON5II3ILI1Y TO NOTIFY THE ENGINEER OF DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED -I- '_� I I-) .
-
SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A 5OUNDSUS BY ASTM 01551. NO RUBBLE.TRASH.BOULDERS.OR OTHER DEBMS WILL 1 501E BASE 0�Cll
GRADE. BE ALLOWED AS FILL MATERIAL IN ANY USAGE (UNDISTURBED SA
2.UNN15 SOIL TEST DATA
A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST SSO,
INFORMATION TO THE CONTRACTOR. IF PROVIDED,THE DATA WILL b. FOR UNSTABLE 50ILS WITH LESS THAN 250 P5F COHESION OR ULTIMATE
INCLUDE CLASSIFICATION OF TFE SOIL IN ACCORDANCE WITH THE BEARING CAPACITY OF LESS THAN 500 PSF,615OTEXTILE FABRIC NATURAL H000 CHIP PATH !5EGTION JEFFREY T. BUTLER, P.E.
UNIFIED 901L CLASSIFICATION SYSTEM(ASTM 02461). THE SHALL BE INSTALLED IN ALL UTILITY AND PIPING TR3iGH1155 AND NOT TO SCALE
SISNIFIOAW�E OF THE DATA WILL BE INTERPRETED BY THE ENGINEER TANKHOLES TO REDUCE M16PATION OF FINE-GRAINED SOIL AND
B.SOILS DE-516NATED AS H16HL:r EXPANSIVE(041,11`40,AND OH)MAY SEPARATE DISSIMILAR FILL MATERIALS. THE 6EOTEXTILE MATERIAL 01� -4
SHALL OVERLAP ADJACENT 6EOTEXTILE MATEPJAL BY A MINIMUM OF
REQUIRE LIME_STABILIZATION ANP/OR SELECTIVE REPLACEMENT WITH CD1 O=
SUITABLE SOILS. 9"SPECIAL TREATMENTS WILL BE DETAILED IN 1:24 AS NECESSARY TO COVER THE INTENDED AREA. GEOTEXTILE
THE SITE 511)DOCOIENT5 IF TFE CO5T 15 TO BE INCLUDED IN THE FABRIC SHALL BE 6TF130EX rr`PAR 3401,6-Ir-150EY,OR TYPAR MOI SCOPE OF HORK:
AS MARKETED BY MON CHEMICAL AT I-WO-54-EYMN. ra EI V E
CONTRACTORS BASE BID. -1. BACKFILLING TMKHOLE5,ETC.,
C.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OLD,AND PT)MAY BACKFILL FOR ANY EXISTIN6 TANKHOLES SHALL MEET THE I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF OR OUTSIDE OF LL <
REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED AREA OF WORK,
FOR AND THE EXTENT OF TH15 TREATMENT WILL BE DETAILED IN THE REGAREMENT5 OFTHI5 5155010N.LIKEWISE,BACKFILL FOR OVER SITE PLAN - PROPOSED WORK 2. CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD PRIOP,TO ANY WORK. M A R - 3 2022 Z
SITE DOCUMENTS IF THE C05T 15 TO BE INCLUDED IN THE HOLES LEFT BY REMOVAL OF SWIMMING POOLS,BASEMENTS,ETC. 0
CONTRACTOR'5 BASE BID. SHALL COMPLY HT14 11415 SECTION ALSO. 5. CON5TRLr-,T A 118 L6 SET OF BEACH ACZE55 5TAIR5 WITH: 4.�
8. BACXFILLIN6 TRENCHES: a. 4A x t4'L6 ENTRY STAIR al TOP OF BLUFF, 0
V.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY
THE ENGINIEER OF ANY CONDITIONS REQUIRING SPECIAL
BACKFILL FOR UTILITY TRENCHES SHALL BE NELL-611RADED,CLEAN, b. (1) 4'W x 1' L6 ENTRY PLATFORM, Southold Town �4 0 T Ir-
COWNDERATION.NOT ADDRESSED IN THE 51TE 510 DOCUMENTS. THE FRESHWATER SAND,FREE OF SILT AND CLAY PARTICLES.BACKFILLING 30 15 0 30 60 GO . 4'H x 6' L6 STAR, Board of Trustees _T7 -
EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE SHALL OCCUR IMMEDIATELY AFTER THE LIKE OR CONDUIT 15 IN PLACE � 'I !� v- Q) Z
UNIT CO5T5 PROVIDED H714 THE BASE 510. THE COST OF TO PRECLUDE CAVIN6 OF THE TRENCH SIDES. PRIOR TO INSTALLATION GRAPHIC 5CALE 1 30-0 d. (1) 4'H x 4' L6 LANDING, Uj
URANTICIPATED LIME STABILIZATION OR OVER SPECIAL TREATMENT OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE e,. 4'H x ±4' LG STAIR,
GENERAL NOTES BEAGH STAIRS ()
KH BE NEGOTIATED. PROVIDED. f. (1) 4K x 6L6 LANDIN67H/BENCH, - o 17
4. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS I. CONTRACTOR CHECK AND VERIFY ALL CONDITIONS TO THE SITE U)
5M eRADE PREPARATION NECE-55ARY WITH 501L COMPLYING WITH THIS 5ECT10K EXCEPT THE TOP 19. 4'N x ±52' L6 STAIR, PRIOR TO 5TARTINC7 OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH LU C) <
b INCHES SHALL BE NATIVE TOPSOIL SUITABLE FOR 6RASS. AREAS h. (1) 4' x 6' LANDING H/BENCH, THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME.
1.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL, RE61,111MR6 OJT SHALL AL50 BE PROVIDED WITH 6 INCHE5 OF NATIVE 1.4W x ±36' L6 STAIR
DET"IOLITION RUBBLE,AND OrR01,UNDESIRABLE MATERIALS. W-14 TOP901L FOR 6RASS. FINISH GRADE FOR THESE AREAS SHALL BEI 2. ALL WORK SHALL CCNFORM TO THE NEW YORK STATE RESIDENTIAL Z N
MATER AL5 SHALL 13E PROMPTLY HAULED FROM THE SITE AND INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN ATA J. 0) 4' X 6LANDIN& [AV BENCH, CODE (IRC 2015) ANDALL RULES AND REGULATIONS OF THE TOWN OF LU _j
019305ED OF IN ACCORDANCE 144TH 60VERNIN5 LAWS MO CODES. MAXIMUM OF 4.1 UNLESS OTHERWISE INDICATED ON THE SITE OR k. 4N x ±6 Le STAIR, SOUTHOLD. U) _j
THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE PRUNE Ilb" OF LEAF AREA
WITH THE GRADING PLAN,TAKIt,6 INTO ACCOUNT THE THICKNESS OF 6RADIN6 PLAN. PROPOSED NEW I. IRREGULAR SHAPED 2-PART BEACH ACCESS PLATFORM 3. IF IN THE COURSE OF CON5TRU(TION A CONDITION EXISTS WHICH ;Z
BUT RETAIN NATURAL FORM <
THE PAVING SYSTEM. THE TOLERANCE OF THIS R0U6H 6RAVING 10.COMPACTION TE5TIN6- SHRUB/ BUSH PEP, (1) 4.0' x -LO'
NO LANDING-5 CANTILEVERED OVER BULKHEAD DISAGREES WITH THAT A5 INDICATED ON THE-SE PLANS,THE T LU t7
SHALL BE WITHIN 1/2"HIGH TO I"LOW. DURING THIS OPERATION THE THE EW-?INr:ER WILL ENGAGE M INDEPENDENT TESTING LABORATORY TO PLANTIN6 SCHEDULE SPRAY K/ HILT-PROOF ACCORDIN6 (1) 6.0' x 4.0' WO AC/,ES5 PLATFORM CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE F
PERFORM(1)A STANDARD PROCTOR TEST(ASTM 01551)ON THE FILL `,%_ -3 Q V
CONTRACTOR SHALL NOTE ANY SOFT AREA5 THAT BECOME MIN 3'-0" O.C. TO MFG'S INSTRUCTIONS IF FOLIAGE PROVIDE (2) COMPONENTS K/ INDEPENDENT HANDRAIL AS SHOWN
FAIL TO FOLLOW TH15 PROCEDURE,AND CONTINUE WITH THE WORK,HE �- Lh _j
APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND MATERIAL(OR NATIVE 501L PROCTOR TEST(ASTM 01551)ON THE FILL 15 PRESENT k. 214 x ±5' L6 RETRACTABLE ALUMINUM FLIP-UP STAIR TO BEACH. SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 0 0
LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE MATERIAL(OR NATIVE SOIL IF NO FILL 15 USED)AT LEAST 12 HOURS
ENGINEER FOR DETERTHE`. OF TREATMENT-REOUIRED, BEFORE TFf_CONTRACTOR INITIATES COMPACTION AM(2)A NUCLEAR NOTE: 4. STAIR MATERIAL REQUIREMENTS 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND 0 < LL-
LL
IF ANY. DENSITY GAUGE(ASTM D2q2:2 AND ASTM D3011)OR SAO CONE(ASTM a. MATERIALS TO BE USED (STAR). INTO INTO EXISTING SLOPE:. a
2.MAINTAINING DRY 51TE CONDITIONE-1. 01556)TEST AT A MINI"OF THREE RANDOMLY SELECTED LOCATIONS ALL PLANTED VEGETATION WILL REQUIRE 6ROUNP LINE TO SESAME I. 2A2 STRINGERS 5. ALL FOOTINC75 SHALL BEAR ON UNDISTURBED 501L WITH A MIN. 501L aLL
DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVIN6 19 IN TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE AS AT THE NURSERY 2. 2-2X6 TREADS /STEP PRESSURE OF 2 TONS PEP,50.FT. AND SHALL HAVE MINIMUM OF 6-Ol
PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE 5U66RADE. IF THE RESULTS FROM T1415 TEST FOR THE FILL OR NATIVE MONITORING OVER 3 GROWING SEASONS.
MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION. 501L 00 NOT MEET OR EXCEED TIE DE6REE OF COMPACTION ESTABLISHED VEGETATION 3. 2X4 CLEATS OF COVER,U.O.N.
INCLUDE PUMPIN6 OF FREE SURFACE WATER, OR MEANS OF STABILIZATION 4. 4X6 POSTS, 6. DESIGN TIMBER STRESS - DOUGLAS FIR ,NO. 2 GRADE FB = b25 P51,
SUCH MEASURES SHALL INC SPECIFIED IN TH15 SECTION THE COST OF TESTIN9 WILL BE DEDUCTED E = 1,200,000 P51. Z CD
MINOR HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE WATER FROM THE CONTRACT AMOUNT,AND THE TE5TIN6 0 WILL BE REPEATED. PLANTING, SCHEDULE (PLANTED GRASSES ANP/OR 5. 2X4 CCA TIMBER TOP RAIL n C� <
REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 11. THE CONTRACTOR K)ST REMOVE THE EXISTING SANITARY SYSTEM IN Ib" MIN. FOR TERRACING) 6. 2)<4 CCA MID RAIL 7. ALL METAL JOIST HAN6ER5 AND OTHER METAL CONNECTORS REQUIRED
3.NATIVE 501L COMPACTION, ACCORDANCE WITH THE STANDARDS OF THE S.C.D.H.5. CONTRACTOR 15 PROPOSED GRA55 AREA PLANTS UP TO 4- b. MATERIALS TO BE USED (PLATFORM5)- SHALL BE 'TECO CON,'.E6T0R5" AND OFSTAINLES5STEEL MATERIAL OR
COHE-51VE AND COHESIONLE96 NATIVE 501L SHALL BE COMPACTED TO q5% RESPONSIBLE FOR ALL INSPECT'IONS AND 516N-OFF OF SAME. (MIX OF AMMOPHILA BREVIL16ULATA) HIGH, 20- MIN. FOR REMOVE BURLAP FROM 1. 2Xb FLOOR JOISTS
EQUAL AND SHALL BE'6APABLE OF HANDLING LOADS®CONNECTION 17-
AND 100%OF THE OF71R)M DENSITY,Rffl-ECTIVELY,PRIOR TO 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK BEACH GRA55 2-3 COLUMNS PER PLANTIN6 HOLE 12" 0.0 MAX. KITH PLANTS OVER 4' TOP OF BALLPOINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH <
PLACEMENT OF FILL. PUMPED OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. 2. 2)(b RIM JOISTS
4.FILL SELECTION AND COMPACTION: PANICUM VIIR6ATUM, SWITCH 6RA55 AT 2'-0' OL.,2 6AL. CONTAINER. H16H b, MIN MANUFACTURERS 5PECIFICATION5 AND RECOMMENDATIONS.BACKFILL WITH TOPSOIL 4 3. 2xb DECKINGFAGE :
THE M05T COST EFFECTIVE FILL MATERIAL FROM THE FOLLOAIN6 SHALL AND PROPOSED NORTHERN BAYBERRY BUSH PEAT-MOSS 3:1 RATIO BY 5. MATERIALS TO BE USED (HORIZONTAL SURFACES): b. ALL TIMBER SHALL BE GGA NOW.
BE U5EDi (MYRICA PEN5YLVANICA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. VOLUME IN Q" LAYERS-WATER L1. ALL P05T AND PECK HARDWARE SHALL 15155TAINLESS STEEL IN
-SAND-6RAVEL MIX(15 TO 5% F11V6(0.02 MM AND CBR> 17), AND/OR PROP05EO BEACH R05E E3U5H N a. ALL HARDWARE TO BE STAINLESS STEEL ACCORDANCE WITH ASTM A153. <
-6RAVELY 501L 0 TO 6%FINES 4:0.02 MM NO C45R>b), EACH LAYER UNTIL SETTLED. b. ALL TIMBER TO BE CCA, U.O.N.
(ROSA VIR61NIANA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. 10. HANDRAILS, TREADS AND PLATFORM 5URFA(ES TO BE BUILT WITH CCA �3
-SANDY SOILS(3 TO 6%FINES(0.0:2 MM AND CBR>b), PROPOSED BEACH PLUM BUSH TYPICAL SHRUG DO NOT TAMP b. PROVIDE A 4'K X ±42'L6 NATURAL WOOD CHIP PATH TO STAIR. TIMBER. LU
-51LTY 6RAVELY SOILS(6 TO 1095 FINES(0.02 MM AND rBR>b), AND/OR PIR \_ 6" FOP,PLANTS UP TO 4'h, 1. RE-VEGETATE: C�11
-SILTY SANDY SOILS(b TO 15%FINES(0.02 MM AND CEIR>el), (PRUNU15 MARITIMA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. PLANTING DETAIL a. RESTORE AREAS 015TUR13ED PURINC7 CONSTRUCTION WITH NATIVE 11. DO NOT SCALE DRAKIN3z,. WRITTEN DIMENSIONS SUPERSEDE SCALED
-CLAYEY GRAVEL SOILS(OVER 20515 FINES(0,02 MM AND CBR>5), (SEE PLANTING DETAIL, THIS PK5) N.T.S. b" FOR PLANTS OVER 4'h PLANTINe6 DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE
-CLAYEY SANDY 501L(OVER 2095 FINES<0.02 MM AND:-BR>5) INSPECTIONS AND/OR 0135ERVATIONS OF THE CONSTRUCTION. L.=j
of 2
i
v
4' WIDE STAIR W/RAILING TO CODE (TYP) LuO
�I �I
. �F, 7.0 ±5 4.0 ±4 4.0 X32 4.0 X36 4.0 ±b 1.01
I
BENCH E
O 4'x6' 4kb' itj
4xb' 4kl' I 4'xb'
O O O 4x4 WOOD WOOD W LANDING WOOD 7' I I FIN&
4kl' d WOOD LANDING o LANOIN6
ENTRY PLATFORM LANDING W/BENCH W/BENCH W/BENCH LANDING
4k±4'
ENTRY BByGH
5TAIR 4
±118' LONG WOOD STAIR TO BEACH
� I w
OLI A �
PROP05ED ,
S I 4'W x ±42'L6 PLAN VIEW 'B' - PROPOSED BEACH STAIR ELEV Q
NATURAL
WOOD CHIP PATH: 5GALE: 3/16" = V-O" J X
FOR THE PURPOSES OF
I PROVIDING ACCESS TO I Q O
BEACH 5TAIR. SEE
PATH PROFILE AND
I REQ'MNTS ON ONO No.l ZI I y�
.i �i
AXI s I Iv
w X I 50.0'
GROUND COVER PER (OFFSET FROM ±118' LONG WOOD STAIR TO BEACH
CLIENT(50'LArDWARD CREST OF 13WFF)
OF CREST OF BLUFF) WOOD GRIP f42'NATURAL T�O' PROPOSED 4'W x ±118' LONG
L. I
PATH TO STAIRWAY TIMBER STAIR TO BEACH
4x0'14000
i
� ' ENTRY PLATFORM 4A1 ,
EL.74.0 :::.:..:..:..•....•...:..::•:.•:.:•.•.•.•.; ------ - --- --------------------- ------------------------------- -- I XI
EL.12.0' I 4'X±4' _ 45x4' D LND6
ri
-- - - - - -------- --- ----------------------
_=- - - - - -- ---_-- - ENTRY PROPOSED ,0
1
'
- ' _ GGE55
EL.100' STAIR_ _ - - - - - - - - - - �T - - - 4'x6'W7LND6 - -
4 WIDE WD 5TAIR 2-PART BEACH A
_ - - - - - - - - - - PLATFORM WITH
L KI�H W/RAILING TO GORE I INDEPENDENT RAIL TO CODE
-__ _ -1L EL, 680 " - - (TYPICAL THROUGHOUT) -
--- ---------- - - -- ------- 70'
I � ------ --- - PROPOSED SHRUB-- - -- - -
I - 66.0' I I ---- -TO BE PLANT®A5 AN ALTERNATE TO BEACH --------- 4.0'
-----
_14 EL.-'-�- ���-�- -- --- GRASS WHERE CONDITIONS ALLOW. PLANT •
I I I I ------ I I �•_ ( L-- --3'-0'ON GB•lTH2,SEE PLANTING SCHEDULE 4 xb WD
4k1'WD LN06 Q-1
I I - 64,0' I I _; _ _L- AND DETAIL,THIS DWG. --------- PLTFRM
LONG •
------U----Ir -�- - -.
--- - ; - - -
EL.62.0' 11 _ -_____ �1 - -_ EXISTING VEGETATION ISLAND SOUND
T= - ----.:_ -- �, � -� -SHALL REMAIN IN PLACE,DELIBERATE GARS--- ---; • ^
NYS RESIDENTIAL CODE IRC 2015 - - - SHALL BE TAKEN NOT TO DISTURB ROOT
FL - -
.60.0' - - - - - - 1 I BASE OF EXISTING PLANTING TO.PLTFRM= 1025' O
SECTION RR314 -STAIRWAYS ------ ------- - - - - - -
L--
EL.58.0' _ 1j 11 _ _ _ _________ _SEE GONSTRUGTION DETAIL' PROPOSED RETRAGTABLE
SECTION RR3145.5EGTION RR3142 TREADS AND RISERS.THE MAXIMUM R15ER HEIGHT SHALL BE 8-1/4 INCHES(20Q MM) - I I - ---
I-�"� ,i - - - ALUMINUM 'FLIP UP' STAIR W/ I,I I;1 `9 W (Z
AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES(229 MM). THE RISER HEf6HT SHALL BE MEASURED VERTICALLY � FOR ADDITIONAL INFORMATION
1 11 -I AND DIMENSIONAL REQUIREMEN5 RAIL TO BEACH, 2'W x ±5'L6. I I f:1 X Z
BETWEEN LEADING E06E5 OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN ------ I I_- --J- - r
EL.56.0' `-J_ i -. i l
THE VERTICAL PLANES OF THE FOR13v105T PROJECTION OF ADJACENT TREADS AND AT A R164T AN6LE TO THE TREAO'5 ------------ V - - ----- -(THIS DWG) --------- SEE DETAIL DW6 No.2 E"�
LEADING EDGE. THE WALKING 9J:ZFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO ST�PER I 1 ' O
EL.54.0' `--
M.HL•LL.ALONG BULKHEAD 1' '.° I I y.
THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY
------ 1 - - _- - --- ------- 2x10 rREAD5,2x12 STRIt5�5, - 0 3EL.53'ON MAY 15,2018 I I . I I � _ _
FE,.16HT OF STAIRS SHASLL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(9S MM).THE GREATEST TREAD DEPTH ------------------- r• I
(1 _ 4xb P05T5,2x4 GLEAT5 x5.3' l 1. _ I I
WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/b INCH(95 MM). IN AREAS OF POTENTIAL I L _ 2xb TOP RAIL,AND 2x4 MID RAIL L m
EL. 52.0' ����- - - --------------- LI :. I Q-
SECTION RR315 -HANDRAILS ---- DISTURBANCE -------- --
RE-VE6ETATE P15TURBED AREAS AT I I I( .. L ---- 2xb JOISTS,CGA TIMBER TYP® I 1 I~t Li U
SECTION RR315.1 HANDRAILS.HANDRAIL5 HAVING MINIKH AND MAXIMUM HEI6HT5 OF 34 INCHES AND 38 INCHES(864 MM EL.50.0'- CONCLUSION OF 5TAIR CONSTRUCTION - - _ _ _ I T - - -- - PLATFORM`.,/LANDINSS,U.D.N.
AND 965 MM),RESPECTIVELY,MEASURED VERTICALLY FROM THE N051N6 OF TFE TREA05,SHALL BE PROVIDED ON AT V 1 - - -(5EE GEN.NOTES,N0.9 4 10)
-- -- L_- POSTS THAT SUPPORT 6x6
P _________ _ -- BEACH ACCESS PLATFORM I I I
LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HAPDRAILS SHALL BE GONTiNU0U5 THE FULL LENGTH OF THE STAIRS )1 ' '
WITH TWO OR MORE RI5ER5FROM A%POINT -------------------- --- -11-,- - - - - L_ - - ----------- - --I --- I I I
EL. 48.0'
SHALL BE DRIVEN TO A
ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE RETURN®OR SHALL TERMINATE IN NEWEL POSTS OR 11 - 4.0' I I I I f T
SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 15 INCHES(3b MM) --- PROPOSED BEAGH GRASS I I MINIMUM OF 6'-O" BELOW MHWM I I I
EL.46.0- _ �_ .-� I 1 ____ _ __ 4, ,wD LNvb -------_ ® APPRox. ±EL. -Is' I I I FRONT VIEW - FLIP UP STAIR
BETWEEN THE WALL AND THE HANDRAIL. ----- - - -- --------TO BE PLANTED A5 INSTRUCTED IN - --�- I =�: - -
PLANTIIJ6 SCHEDULE,T}II5 DWG I I - W BENCH �`N I I 5GALE: NONErTl
SECTION RR315.2 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS 514ALL BE OF ONE OF THE FOLLOWING TYPES OR EL. 44.0' I( B I I I I
FOR ADDITIONAL INFORMATIO RE. 'FLIP UP STAIR' SEE BOXED NOTE
- - ---
PROVIDE EQUNALENT6RA5PABILITY. --- --------- -------------- -------------------C1------ -fi1- - --- --- B.O. P05T® fEL -1.5'- - u u
I 1 11rf y AND PHOTOS, THIS DRAWING
TYPE I. HANI AILS WITH A GIRCULAdR CRO55 SECTION SHALL HAVE AN OUT5IDE DIAMETER OF AT LEAST I-I/4 INCHES EL.42.0' ____ _________________________________ _Ll ______I L ENGINEER=
(32 MM)AND NOT GREATER THAN 2 INCHES(51 MHO. IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER 11
DIMENSION OF AT LEAST 4 INCHES(102 MM)AND NOT 6REATER THAN b-I/4 INCHES(IbO MM)WITH A MAXIMM CROSS1
EL. 40.0'
`SECTION DIMEN51ON OF 2-1/4 INCHES(51 MM). - - -I I- - -.--I-{- - - - - - - - OF
- II
_A\ Y
TYPE II. HANDRAIL5 WITH A PERIMETER GREATER THAN 6-1/4 INCHES(IbO MM)SHALL PROVIDE A GRASPABLE FINGER EL.38.0' I� 11 _ '� Q-�� . e P
MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 i I
RE( AREA ON BOTH 51DC-5 OF THE PROFILE. THE FINGER RECESS SHALL BE61N WITHIN A DISTANCE OF 3/4 INCH(19 --------------f ------�" � ! 71
--- � �
AT LEAST 3/8 INCH(10 MM)TO A LEVE THAT IS NOT LF55 THAN I-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF -- -------- -- i i It -- -- - - - r =•1�:
C7
INCH(8 MM)WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF TFE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR EL.36 O' I -- --_- I � � w
THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECE56 SHALL BE 1-1/4 INCHES 02 Mt41 TO A HAXII�1lJM Li �I� PROPOSED 4' WILu
DE WD STAIR � 2
C�
OF 2-3/4 IN HE5 00 MM). EDGES SHALL HAVE A MINIPIUM RADIUS OF 0.01 INCH(025 MM). EL 34.0' --------------.T-- I T
�I .�_ _, -- -_ - _ __ _ _W/RAILING TO CODE (TYPICAL 1'NR000HOUT) u� �O D�
1 '
II : 11
EL 32.0' 1-- -- I I-- u� AROF NPS.
_ -------� I �. . ----- ---- -PROPOSED SHRUB X I 10
FIBERW,NICOL5 I- PATE BENCH
53 BY t. TO BE PLANTED A5 AN ALTERNATE TO BEACH
(w�wmcnlchoi5 com)OR TREX EL. 30.0' - - - - - - - - - - 11 - - 6RA55 WHERE CONDITIONS ALLOW. PLANT
-r- - -3'-0'ON CENTER,SEE PLANTING SGHET;ULE -
BENCHAT LOCATIONS NOTED ON BEACH %xb"TOP RAIL ---- I AND DETAIL,THI5 OW6. La Q
STAIR PLAN(TI-N5 DWG) EL. 28.0' 1I ._ �-_ ® 'W =
-
----- ----------------------
-- - - - ---------------- ---- -
'
TREADS AND PLATFORMS TO BE CLOSE EL. 26.0' j 11 -- r ,f t�•,l O
MCSH13ARGRATING BYMcNIGHOLS - -----------------------------'-
{1- --- - - ----- ------- - �p
1-811-684-4653(wwwmcnlahols.com) 2'x4"GGA MID RAIL EL. 24.0' I
i - 11 I- � �I Iz O � �
-- - -- ----------- •n f=' z CLQ
--- -----I� ---
EL. 22.0' I (W Q W
� r
2'x6'CGA a Ib'OL. STAINLE55 STEEL ---------- >
HLRRIGANE GLIPS TYP. EL.20A I I 1 I - Z 0 z O
4.0' 2-PART BEACH ACCESS PROPOSED a/ Q (� <
- -1- - I Lu
AT ALL CONNECTIONS - - - - - - - - - - PLATFORM WITH Ir�RE6ULAR SHAPED - 1-
BEACH GRASS
EL. 18.0' __6'�MINIMUM PENETRATION Z _ 11 - __-- - - _ _ _ 4x6'lrD LND6 a 1 (y_ IL
Sa'x6"TOP RAIL R-ANTIN65(TYPICAL) -- 1 W/BENrH INDEPENDENT RAIL TO CODE
IN UNDISTURBED 501E REG�IIRED � --�--_�-` 2-PART BEACH ACCESS PLATFORM O (� <
(TYPICAL ALL POSTS,U.01.O I I I 1 1A' I • (Q 4.0'x"f.0'WD LANDING +►��j
EL. 16.0' I I :`, -
------------------ ----- -..- _-�--- • " • (I)4.0'xb.0'WDAGGESSPLATFORM
--_ r_ ~ 4APrOVIDE INDEPENDENT NT HANDRAIL A5 S140M Qr z N
2'x12"CGA EL. 14.0 __----- PROPOSED BEACH GRASS 1 1 4'�i' I 4 ,wD PLACE FINAL BEACH STAIR PLATFORM LONG [-+ w -•1 � N
WD me, IMMEDIATELY SEAWARD OF EXIST.BULKHEAD cJl -_� Q
STRINGERS TO BE PLANTED AS INSTRUCTED IN I I S -, P-� ISLAND Z N
------ PLANTING SCHEDULE,THIS DWG I --
- I �1 T.O.PLATFORM OVR EX.BULKHD= 10.83
2x4 GGA MID RAIL y I II,,------ ----------- _ ` � , � - - - - - - - - - - H
I EL 12.d
---------V ------- 1 -` _ i
- --- - - - -TD.PLr�RM=10 5' SOUND w Lu `j r O
31-0 O.G.
a EL. I0.6. Y O
FINAL STAIR LANDING CONSTRUCTION: _
25b' GGA @ ib O.G. - - - - - - - - - - - - - - - - I I - I I ( 11 (4)b'xb"GGA P05TS W/(2)2'x10'GGA 61RDER5,2'xb'GGA u-
N Q
WET STEPS-� SIEP e ------------------- ---- 1j
. o «F EL.SLOT _ ____ I I I l l , :., _ • JOISTS® Ib'O.G.FINISH DECKING PER'GON51T7UGTION DETAIL' a
J "'Al
v
cti I - ----------- _
A.
w - -' I 1 TO BE PLACED IMMEDIATELY SEAWARD OF EX BULKHEAD
2-2X10 GGA- --- -- ••
61RDER(TYP) I ( ,n LIGHT WEI6HfT WELDED MARINE GRADE " ' ii:.' .� fi. t I a. I I ISI
L-P05T5 TO EXTEND 6'-0" >' °' � '` EL.6.0' __ _ I I I I M.HJr4L.ALONG BLAKHEAD
Fs` I BELOW UNDISTURBED SOIL RETRAGTABLE ALUMINUM STAIR WITH = -' ''` I ` ` ___ LL O
�� ----- I,------- -- ------------- ------------- �1-------1-1-=.. -'�'-1 , 63EL.53'ONMAY15,2018 a 0 Z F-
_ + RETRAGTABLE ALUMINUM HANDRAIL, + " ?' I I I I I I II x5
--
4"X6'GGA- c y ( 55° CLIMB ANGLE,STAIR ROTATES 40° . ' 1 , EL.4.0' -
'S• (Mlwturl) z ., � --- --------------- --------- -----------------�------11 .I.I.- . =:� I I
A PLATFORM MOUNTING BRACKET, - - ---- I 1 I I PROPOSED STAIR TO BEACH:
POSTS(TYP) BEYOND` RATED FOR A 500 LB GAPAGITY. O
MOUNT TO PLATFORM W/8 -%' 2 WIDE x E`i LANG RETRACT ALUMINUM
ELEVATION '
� I I ABLE
e ELEVATION A I I i i RLIP-UP STAIR W/RAILING TO CODE
u d 1 BOLTS r I I I I (SEE DETAIL AND BOXED INFO,TH15 DWG)
�,1 ,f d PROPOSED BEACH STAIR PROFILE / �- -� PA6E :
FINI5H:POWDER COATED ':`}': G. .w -' u u 1r-� �r : T`
COLOR TEXTURE AND FINISH BY A :.K�. ' :� : .w' yy SCALE: 3/16' = I'-0' POSTS THAT SUPPORT 4'xb'BEACH ACCESS 1" 4 -` F I'- _T��
- ,• .:,• PLATFORM SHALL BE DRIVEN TO A MINIMUM OF !
CLIENT ,".: s •" ,, t. 3-0BELOW MHWM,APPROX.EL.-2 3E
25
PROPOSED RETRACTABLE - -'
STEP WIDTH - 24' •.., ;�. �" �: . '.'�
FLIP-UP STAIR TO BEACH -*
I STAIR CONSTRUCTION DETAIL CONTACT: STEP DEPTH = S
1t
I
SCALE: NONE WETSTEP.GOM
I I ( 573-207-04014 __.....__....
of 2
s 1:1111;1110 : IMMURE!
+No y
rAi,y�-g�'�-+, �}y,
_f,�:_•p i+ � 1 firer�'1_�`r�l ' +}���jyU ��-4��k"y �'a_.
AM6N6Fi-D s E rt.j h+ rn.ON",:.
Dc CLAB Per t4. OR
i r;s afy ytp.�>^y s'7 tik r'i'r S��y"}t�VtYL t r'}•',tc '' '�F'.
t .c
�cl.%r
..� 0 '31 ii2�O�,ant: William J. fAT�
i at 4 Windrot Wad 'r� s �`
{.
W /ens: if st> aJ 8`t SEh
y�-'fk 3}�la;""V: F
ereEn &tanley ftttkllt� } GE� b � f�z � � a
John J. VanDourgOfl 7 3 4 + w as
r William T. Bi*tex,:.
Jane P.
r ',!)-.remses: North side,,: Oregq Rei lr£a u @} �
county of'Ss£folk<en2xr8 �+k�o O ,
F in Schtuilile
r WHEREAS, the De Claiant9 ;aweVTrOf 15,�
r t y} a? E
{
SA=, R PROPERTIES INC., the £p7CQ1�Y
I l '��'�` '1 h`�� �'t�S!•+�4,4ty r,'��,•E�.5eb�"4����� � �,
' moa�- fully described in Schedule F atthCk�nd.{�1Qxr+ � z' � a i
Navin im sed certain co�►e a�►t +iz�d xetictl. M tug
o�j �ta
` effifses b iTe claratian dated junffi�`T `Z � c 1
rSufblk County Clerks OfSe othdli3 '1 '
OP z
.
WHEREAS Declarants' Brie r�e �74 Wien a �,
a Elio +�'_{il
aapigns the right t'-.h]te�C► ra t1�d r£
'ygannyl asn of the coven cantti4� a► aa3de , r 1
w ;�agreenfent with the owners o#'- he�.1? g�A®r qr°`` # �4`,ifi� r
1 - 'rd ,vRt' ,��� g-m 7 r
..L a Esq 7 S'4 x- q
s WHE12EAs, Declarants, ?}l?�lh
e atm harmonious development
n to taadifjr and amend to{+a cq' tiabsi �iQl � 1
t v Ll`rrA y� d,ek at' JFfi,
Y+ Ott 1
''
3a, Declaraltiov dated' Ju 2
sti sr �•. , ria +�'Gi so�.t'� +F$�-,< a
-
'rs
$ plaT V 1y1. 4 Jf �.
�y�y �''•hsfSF f
map a
a
Hl"m SURD tfiISION c asp<
.�••�
a�+aVNa�4<}q f�it��' A
HAS PRMITMp • n'\ `iFlr.}y,J1yjJ=° ;.
F,,Aa, r.
r-v
Also that certain plot, pieces or PDX64.-o'I:U.—ad iiW4Ce
baiag at QsEcbOgo11, iu the Townof $aqua
Stats of Maw York, saws narPi:r•,ra +"lr`.' l ax " ,�s� k� ur`�r
IRGIMHXNG at a�n>ssant cn the nortlas! lists 0 > Y ,
poi�nt Intersectsthe easyy�t�e;•}3Yp�l���
South 51" "I w hest •4Y�17 ge1lt �'.i'T--!.. Z�_" x� y 3 r y1y'� F7
side Of hs3dge Lemma and
tAsnoe�lria� cmdd poirpm soot . �n/�t of w"tw/al'aw ! F �(iR r y�plalc k✓ q
•thowe � �•
d�etinQ�l11 lfosth P45m 1116 6V. V*t�
(2) Owth 84. 25, ld" Beat 315.$9 f64 to
fonwrly of Sj h ck,--runhipg rhet ca •al�ltg'aatid sand f?i'Jk
®oars:: and distance✓C I r e 4 1yzt7 'Y 4
(])
South 516 23' 30" West, 469'AW€lot �B pas t t`qt®Ru 73 M1 a St F Lrs n
_•, k ti a �Y ��T -nl
(2) North 47. 06' 40" West 556f�@er��Q`i�Y�oa
high Mater mark Of Song ialaalrl &OnasBj 4} ,�,t�w+00
tinosdinasy high Mater w=k of Sq �� �r �S"a • _ '
a mm as less) to laaod of W
E
4 � l' r '
' S• 11' 20" atat 1440 Ye+rt� aso;i ofc
r p111c11 of,bei �i, ti44 .9�'�a
,• L •'k`i'L4�� y -t•J
i . - .'' .�'�' r s' -. �-}�' '��.•;" h� '�'�y t'"11�t�i� i *`�-��:°H,-tP•� 1yb,
• '�t�Y i35 sM`��e+�il ar,rtl � 4�Yu••Y:
5 y,
4
All.
%
��' ffiCN&'b�2.�. �► i . , t�,� syr,����'k��� iq",
��:�� F^'• + �h 1 I!to`�'eyr Y �'8,r6•��F1.• -
• A S
01
�' , •; { _ ..I•` R ?« ice :+LAgl
. .. - •�.�!, - a is r��� n�
3 e a� rk
Y1 P.maw
•L.h� td
F
d
h' sed in provistono � abc3� 9 i e ty�
age 09 to remove the restrictions 1110
f said Declaration requiring common access struetures:to xha �,
NJ
each and to impose modified and amended' Covenants an, ' Restc�t4�h� r
upon the premises which shall be hfjWng. on all`the jjlYYChRBG' 4
land mortgagees of individual lots, theif, heirs,, executoi�.
adiain�i h,tr
1Pd+M�i
+�trators and assigns.
II n
NOW, THEREFORE, the Declaration of. dune Zai 1981��xcaedf `
i]u,y 15, 1981 in Liber 9035 Pag® 09 is amended and KQ �F
erminate provisions 8 and 9 thereof and the ��o119WiriBsIt25d �
odified Covenant and Restriction .a
s re-herek�y iinpos d;�ptin
t �
Q
�( 'the'.
; and in glace and instead of the Y3cdlaratior} dated �i�iter �r _•
a
nd shall run with the land described In Sch�dule A, anfiexsd, eze b i t
J a cy�
1. No sanitary disposal facility shat] be Lnstallad `a�°' f' aj
constructed within one hunared (1p0) felt of the top etfce ofe� `=
ibl.uff of Long Is:and Sound. tory 4 ;
2. No residential str%xdtute aha11 be onair'uct
t� f
`ane hundred (100) feet o£ the U.P $d9c qg � bluff OILS a�1¢9' + �
ound on Lots 1 6 2 of the Minot fiubc�iv �iOn
In}}ane., withifiaid bluff, 611 stat �ta �
n TO feet o£
AR
aid bluff on Lot 4.
3. Any improvements or devlopmelnta s all.
Pt, t8� r
rIbi, i
ents and standards of the Surfolk' County ne a£ eht ` ,
r k�S
4"
standards. a b
W-
4.
4. No stormwatei .runoff re8itltiD� frb�n the d�i�;,e�, �'�►*d �� ,lj
• 3mia
nd improvement of the lots or ®1�hdivieiPn-shalll inn kyr-1a
53
t!' 1
4
1ldown the face of the bluff in any *annex.
1: c iur
!! 5. No grading shall be-
top
e top edge of the bluff except as may be becesary•to cbntzol
remedy erosion or to prevent stormwater',from flowing over ther ,S
t
'ledge of the bluff. ,r,
I� b. Clearing and cutting of vegetation! within 5 thatFW
-11
:
jlthe top edge of the Muff shall be 1'3m3;d t4 tihat ~ON, �X1,61
Itaintenance. �
s r,
7. Access from any lot to.the :beach �hajl be',-J
!a suitable stairway or structure designed and cibtnstiUdt c3 iris drys
manner that will result in the least di'gturbajnce of ;thestabfit
�f the bluff. '
8, No lot may be subdivided, nor'- shall the d m'dhalohs
6 han%ad in any manner, unless authorised: by t�t€,-Snuth6�ij,I0'�vYn
" �y� � 1 pot�;���� ��",^.lf•x
lanning Board.
t
9. The minimum setbac.kj" mc e .bluff)a to
r��- l+Tilt )-rws f{'1
r. E
ll
S 'F .,
ire less than the 100 foot "setback,pblicjr of he $ufblk
M'. Manning Commission and the Sciuth01 Totrn Pia al ng! c gtl;x'3vf34xt ;
f{
olicy was implemented to Quaid against damag to 9truCtitreR rated. u
r,
residences resulting from steady �j+aohM�*�i r�`
, slancl Sound. Therefore, damage totxncture 's� ; ,
is 3 i 4 constructed within 100 .flet of tche bluff troLiB� �
;t .SY
hin 50 years due to bluff eon
ro
RsiF
10. Any reference herein to top of the PlufF ells)) *sail`
i��..
l
lIr JF pa:tl '; 141
yy ** -• 5„
56
t ti y
J Jit_ 4
jthose bluffs in their present location-, 5 x
14 IN 74ITMESS WHEREOF, the "foregoing Declarative hlaa been
iP 4 5 rY,i n
p executed by 1-ti1liam •I. Baxter, Jr., and Jane v ;coellgr,
succe.ssors in interest to Baxter_Properties, ;ria on ��'t
r ,�,
of ,1982. s�
rl 00°q�tl•-9
s
sss L L
�ISTATE OF qEW YORK
SS
vz
COUNTY OF SuFroT.x - I z >
On the �®�day of August ,1982, befor� site perSoi��l3�t�o 74a� f
WILLIAM J. BAXTER, JR. to me known to Ze th sndiW��>��[y'r
lin and who executed the foregoing instrument,% ani atknat�lSdrd°# ' N
}. that he executed the same. srhts��ps qhs
F �
1
Alit 1l A.111 KNrldll -
ISTATE OF NEW YORK t�Pt+y'Pub Sot tf9t t
1 •S5. t *h . Ra
COUNTY OF SUFFnLS Y, psi .xs� ��L ��� t
eT�s�'r w
�rJ1 Yui
On the 3b►1'dav of I 4�
I' AugUat 1198 befb�fl ,1� �,�QTtul� a�
1'JANE Q. GOEI�LER to me known to be the �,ridivi .tial d+r 1 AP
`1who executxed the foregoing instruments ancI a knots age s t, _
r
11
executed the same.
drys t'
qs
I <Z a z a
f K� }r^y
ASI ii A iCKR M�'N`t ' ` pt
-
!l ; Qu>+Illk M6ut� 2 vzilli� .
�
4""
S4 I G. y°• r�t5,�,r°.�.s¢.1. ..a t r3t�� u-1
�l�•u''t�Ca�t:,tc..�+l.. 'r..'�.t..yre-'�".it` 'Sc1�5•-0"°7i� �.
1� t
•s �a'.a a � ��� �r
.#'../ �' r vv7a♦ry. of r ��, 'T��*' � t }t,. Vehe.�t, -v a >
i
I t
THOMAS JUUL-HANSEN,500 CASTLE HILL ROAD,CUTCHOGUE
i
Figure 3. Looking west across bluff face toward location of proposed bluff stairway.
39
i
I
I
e �
l
Town
Park
v
d
38 �Q
I: Peconic
ea Dunes
Qo County,
Park r
j
i
i
r 37 � �.
c_',old!mith 'Goldsmith s
!nlet (/ Inlet PpA"
cou ty)
DO
Site(AGce55 Via _ r
i
5blect Property) �� 'asks j
a
Suffdk County NagStrom Map #44
I' - +2,000' 4 as 9
The Tasting
Hoc rn PS
PS
36 ,.
PECONIC
gtw�.
The Lem
Winery
119 8
O \
4 s
11935
' Pindar
y`.
D 3 TAK Vineyards
25 ® u
Raphael
Vineyards
i
35 r P
4 a 5
Celllarsl y
E3 F3 72—Tj
ee _
S�Hagsrc—Map Umpanv,inc.
t.xum �
O1xtAt R
W.OtW
13605
N
00P o�
l�BBF MO.180 V0 1.8
j O t_xN WTCX UNE
TLE HILL np
�� FD tt.M gB 1x01
�✓ Txe
�/ w x.ulir
�G O t�Y iOR—CEL NO
u BEC No.
1. yy. as .Wxx
/../ p• B TM n
Q iqx PAXLEL NO
' Q 81� n EON PMLEL NO, .-C NO A
aEE uc.No. � elN-et.Mt -
M8M-0M] R
1
u
,..e.m.. n
NOTICE ClVq COUNTY OF SUFFOLK C E BOYTNOLD SECTION NO
Real Property Tax Service Agency
72
Prncrw IBM P0.0PEaTYMM
OFFICE LOCATION: � MAILING ADDRESS:
Town Hall Annex 4:� P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold, NY 11971 �� Telephone: 631 765-1938
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: April 5, 2022
Re: LWRP Coastal Consistency Review for GEANIE ARCIGA & THOMAS JUUL-HANSEN
SCTM# 1000-72-1-1.10
En-Consultants on behalf of GEANIE ARCIGA &THOMAS JUUL-HANSEN requests a Wetland
Permit to construct a 4'x*118'timber bluff stairway, including a 4'x7' entry platform at top of bluff, a
4'x4' landing; (8) 4'x6' landings with benches„ a 4'xT landing; and a 4x6 platform off bulkhead with
2'x5' retractable "flip-up" steps to beach; clear and maintain a 4'x; 42'wood chi
p path to and restore areas disturbed during construction with native plantings. Located: 500 Castle Hill
Road, Cutchogue, SCTM# 1000-72-1-1.10
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with
the LWRP. This recommendation is based on the following:
1. The timber bluff stairway received a Wetlands (4525) and Coastal Erosion Hazard Permit in
1985, In 2016 the permits were transferred to the present owners. There is no evidence that
the access stair was constructed. This area is prone to severe erosion from storms.
Photographic evidence shows that the bluff slope has benefited from the installation of the
bulkhead at the toe. Vegetation is recolonizing the slope and it is better stabilized.
2. Require minimal disturbance to existing vegetation on the bluff slope.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
FF 01,f
John G. Stein,Chairperson Town Hall,53095 Main Rd.
Lauren Standish,Secretary r P.O.Box 1179
Southold,NY 11971
AL Telephone(631)765-1889
Fax(631)765-1823
Conservation Advisory Council
Town of Southold
At the meeting of the Southold Town Conservation Advisory Council held Wed., April 6,
2022 the following recommendation was made:
Moved by Carol Brown, seconded by Shannon Wright, it was
RESOLVED to SUPPORT the application of GEANIE ARCIGA & THOMAS JUUL-
HANSEN to construct a 4'X 118' timber bluff stairway including 4'X 7' entry platform at top
of bluff, 4'X4' landing, (3) 4'X 6' landings with benches, 4'X 7' landing and 4'X 6' platform
off bulkhead with 2'X 5' retractable flip-up steps to beach; clear and maintain a 4'X 42'
wood chip path to stairway; and restore areas disturbed during construction with native
plantings.
Located: 500 Castle Hill Rd., Cutchogue. SCTM#72-1-1.10
Inspected by: Shannon Wright, Carol Brown, Maggie Merrill
The CAC Supports the application with retractable stairs at the base.
Vote of Council: Ayes: All
Motion Carried
Glenn Goldsmith,President ®E soulti Town Hall Annex
Michael J.Domino,Vice-President �� 54375 Route 25
P.O.Bog 1179
John M.Bredemeyer III tr�R Southold,New York 11971
A.Nicholas Krupski G Telephone(631)765-1892-
Greg Williams ' �� Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
This Section For Office Use Only
Coastal Erosion Permit Application , E C E B V E
K Wetland Permit Application
Administrative Permit
Amendment/Transfer/Extension MAR
22
—Y—Received Application: 3.3.22 — 20
K Received Feer$ 2sv'. 0
=Completed Application: ?'• .2 Southold Town
Incomplete:
Board of Trustees
SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec.
Lead Agency Determination Date:
�oordination:(date sent):
� 23Z.
WRP Consistency Assess ent Form Sent: I tt
AC Referral Sent: 3 Z
✓_Date of Inspection: Z�
Receipt of CAC Report:
Technical Review:
i/ Public Hearing Held: I
Resolution:
Name of Applicant Geanie Arciga and Thomas Juul-Hansen
15 Maiden Lane, 19th Floor
Address New York,NY 10038
Phone Number: QL21 929-7109
Suffolk County Tax Map Number: 1000 - 72- 1 - 1.10
Property Location: 500 Castle Hill Road,Cutchogue
(property is located on west side of Castle Hill Road,+/-1,615'west and south of Oregon Road)
(provide LILCO Pole #, distance to cross streets, and location)
AGENT: En-Consultants
(If applicable)
Address: 1319 North Sea Road, Southampton,NY 11968
Phone:631-283-6360 I/
�ar�Ste!
3130/ZZ'
Board of Trustees Application
GENERAL DATA
Land Area(in square feet): 75,879 sf
Area Zoning: R-80
Previous use of property: Residential,single-family dwelling with swimming pool(under construction)
Intended use of property: Same,with bluff stairway to beach
Covenants and Restrictions: X Yes No
If"Yes", please provide copy.
Will this project require a Building Permit as per Town Code? Yes X No
If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review
and Elevation Plans will be required.
Does this project require a variance from the Zoning Board of Appeals Yes X No
If"Yes", please provide copy of decision.
Will this project require any demolition as per Town Code or as determined by Building
Dept. Yes X No
Does the structure(s) on property have a valid Certificate of Occupancy Yes X No
Prior permits/approvals for site improvements:
Agency Date
Southold Wetlands#4525(retaining wall) 9-28-95
Southold CEMP#72-1-1.10(retaining wall) 9-28-95
Southold Trustees Wetlands Permit 9514A
(dwelling) 8/14/19(modified 11/13/19, 1/20/21)
No prior permits/approvals for site improvements.
Has any permit/approval ever been revoked or suspended by a governmental agency?
X No Yes
If yes, provide explanation:
N/A
Project Description(use attachments if necessary):
Construct a 4'x+/- 118'timber bluff stairway,including 4'x 7'entry platform at top of bluff,4'x 4'landing,(3)4'x 6'landings with
benches,4'x T landing,and 4'x 6'platform off bulkhead with 2'x T retractable"flip-up" steps to beach;clear and maintain
a 4'x+/-42'wood chip path to stairway;and restore areas disturbed during construction with native plantings,all as depicted and
described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated February 3,.2022.
Board of Trustees Application
WETLAND/TRUSTEE LANDS APPLICATION DATA
Purpose of the proposed operations:
To establish safe pedestrian access down bluff to beach.
Area of wetlands on lot: 0 square feet
Percent coverage of lot: 0 oio
Closest distance between nearest existing structure and upland
edge of wetlands: N/A feet
Closest distance between nearest proposed structure and upland
edge of wetlands: N/A feet
Does the project involve excavation or filling?
No X Yes
If yes, how much material will be excavated? TBD cubic yards (only as needed for installation of stairway posts)
How much material will be filled? N/A cubic yards
Depth of which material will be removed "-d-epasrted: min. 6 feet (depth of stairway support posts below undisturbed soil)
Proposed slope throughout the area of operations: N/A
Manner in which material will be removed or deposited:
See attached engineering plan.
Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by
reason of such proposed operations (use attachments if appropriate):
The project consists of the construction of a timber stairway down the bluff to access the beach adjacent to Long Island
Sound. There are no vegetated wetlands located on or adjacent to the site,and to migate impacts associated with the
potential disturbance of bluff soils and vegetation during construction,all disturbed areas will be restored with native
plantings. To maintain and encourage the growth of vegetation beneath the new stairway,the stairway will be elevated a
minimum of 3 feet above the bluff face. And to protect against potential damage and loss during storms,the terminal
beach steps off the bulkhead will be retractable. Therefore,the proposed stairway construction would not cause any
adverse impacts on the adjacent beach,shoreline,or tidal waters of Long Island Sound.
� 1
617.20
Appendix B
Short Environmental Assessment Form
Instructions for Completing
Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part I based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part I-Project and Sponsor Information
Name of Action or Project:
Arciga&Juul-Hansen Bluff Stairway
Project Location(describe,and attach a location map):
500 Castle Hill Road,Cutchogue,Town of Southold,Suffolk County; SCTM#1000-72-1-1.10;property is located on
west side of Castle Hill Road,+/-1,615'west and south of Oregon Road;location map attached.
Brief Description of Proposed Action:
Construct a 4'x+/- 118'timber bluff stairway,including 4'x 7'entry platform at top of bluff,4'x 4'landing,(3)4'x 6'
landings with benches,4'x T landing,and 4'x 6'platform off bulkhead with 2'x 5'retractable"flip-up" steps to beach;
clear and maintain
a 4'x+/-42'wood chip path to stairway;and restore areas disturbed during construction with native plantings,all as
depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated February 3,2022.
Name of Applicant or Sponsor: Telephone: 212-929-7109
Geanie Arciga&Thomas Juul-Hansen E-Mail: thomas@thomasjuulhansen.com
Address:
15 Maiden Lane, 19th Floor
City/PO: State: Zip Code:
New York NY 10038
1. Does the proposed action only involve the legislative adoption of a plan,local law,,ordinance, NO YES
administrative rule,or regulation?
If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that X
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2.Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval:
X
NYS DEC
3.a. Total acreage of the site of the proposed action? 75,879 sf
b.Total acreage to be physically disturbed? +/-2,250 sf
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 75,879 sf,
4.Check all land uses that occur on,adjoining and near the proposed action.
❑Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial ®Residential(suburban)
❑Forest ❑Agriculture ®Aquatic ❑ Other(specify):
❑Parkland
Page 1 of 4
5. Is the proposed action, NO YES N/A
a.A permitted use under the zoning regulations? X
b. Consistent with the adopted comprehensive plan? X
6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? X
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify:
X
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES
X
b.Are public transportation service(s)available at or near the site of the proposed action? X
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies:
N/A
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water: N/A
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment: N/A
12.a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES
Places?
b. Is the proposed action located in an archeological sensitive area? X
X
13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal,state or local agency? X
b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
14.Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply.
® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional
® Wetland ❑Urban ® Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES
by the State or Federal government as threatened or endangered? X
16.Is the project site located in the 100 year flood plain? NO YES
X
17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES
If Yes, X
a.Will storm water discharges flow to adjacent properties? ❑NO❑YES
b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)?
If Yes,briefly describe: ❑NO❑YES
Page 2 of 4
18.Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond,waste lagoon,dam)?
If Yes,explain purpose and size: X
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
If Yes,describe: X
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes, describe:
X
I AFFIRM THAT THE INFORMA ON PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE
Applicant/sponsor name: Robert E. rrmann,Coastal Mgmt. Specialist Date: February 15,2022
Signature:
Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my
responses been reasonable considering the scale and context of the proposed action?"
No,or Moderate
small to large
impact impact
may may
occur occur
1. Will the proposed action create a material conflict with an adopted land use plan or zoning
regulations?
2. Will the proposed action result in a change in the use or intensity of use of land?
3. Will the proposed action impair the character or quality of the existing community?
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of a Critical Environmental Area(CEA)?
5. Will the proposed action result in an adverse change in the existing level of traffic or
affect existing infrastructure for mass transit,biking or walkway?
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate
reasonably available energy conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a. public/private water supplies?
b. public/private wastewater treatment utilities?
8. Will the proposed action impair the character or quality of important historic, archaeological,
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands,
waterbodies,groundwater,air quality, flora and fauna)?
Page 3 of 4
No,or Moderate
small to large
impact impact
may may
occur
10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage
problems?
11. Will the proposed action create a hazard to environmental resources or human health?
Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every
question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I
Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring,
duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and
cumulative impacts.
❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
❑ Check this box if you have determined,based on the information and analysis above, and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Name of Lead Agency Date
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
Page 4 of 4
i
i
Board of Trustees Application
t
3
1
AUTHORIZATION
(Where the applicant is not the owner)
i
I/Wei Geanie Arciga
owners of the property identified as SCTM# 1000- 72-1-1.10 in the town of
y
Southold ,New York,hereby authorizes
1
? En-Consultants to act as my agent and handle all
S
necessary work involved with the application process for permit(s) from the Southold Town
4
Board of Trustees for this property.
NIA
Property ner's Signature Property Owner's Signature
Geanie Arci a
f SWORN TO BEFORE ME THIS DAY OF 120
1
f
I
Notar Publ'
f
i
AMBERA MCSHAN
Notary Public-State of New York
N0.OIMC6413588
Qualified in Kings County
My Commission Expires Jan 25,2025
t -
1
Board of Trustees Application
1
k�
i
j AUTHORIZATION
(Where the applicant is not the owner)
a
3
I/We, Thomas Juul-Hansen
owners of the property identified as SCTM# 1QOO- 72-1-1.10 in the town of
Southold New York,hereby authorizes
d
7
En-Consultants to act as my agent and handle all
i
t necessary work involved with the application process for permit(s) from the Southold Town
Board of Trustees for this property.
N/A
Property Owner's Signature Property Owner's Signature
Thomas Juui-Hansen
SWORN TO BEFORE ME THIS 1 DAY OF ;20 d
I
4Votary"PubliJ
i
AMBER A MCSHAN.
Notary Public-state of New York
NO.01MC6413588
Qualified in Kings County
My Commission Expires Jan 25,2025
1
}
f
4
Board of Trustees Application
1
}
County of Suffolk
State of New York
Geanie Arciga BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE
d TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK
WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY
BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT
AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES
x HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING
UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS
APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S)OR
REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE
PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION.
Signature,Geanie Arciga
SWORN TO BEFORE ME THIS DAY OF I'C'I ,.0
NoAdy Public
i
i
AMBER A MCSHAN
Notary Public-State of New York
NO.01MC6413588
Qualified in Kings County
My Commission Expires Jan 25,2025
r
ii
1 Board of Trustees Application
County of Suffolk
State of New York
Thomas Juul-Hansen BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE
TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK
WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY
BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT
AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES
HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING
UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS
APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR
REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE
PREMISES IN CONJUNCTION WITH REVIEW OF S PL ATEWMNM
ON.
SignatW,Thomas Juul-Hansen
SWORN TO BEFORE ME THIS Q DAY OF STi 4
2
No ubl1C
MAMBER A MCSHAN
Notary Public-state of New York
NO.01MC6413588
Qualified in Kings County
My Commission Expires Jan 25,2025
1
i --
r
r
i
i
r
i
r
e
D
4 APPLICANT/AGENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
4
r
TheTbwn of Southold's Code of Ethics prohibits conflicts of interest on the Raft of town officers and employees The p_uMQsA of
this form is.to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is
i necessary to avoid same.
YOURNAME: Arciga,Geanie
(Last name,first name,middle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
.j
i NAME OF APPLICATION: (Check all that apply.)
d
i Tax grievance Building
Variance Trustee X
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
$ (If"Other",name the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the shares.
YES NO
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent(representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
A)the owner of greater than 5%of the shares of the corporate stock of the applicant
(when the applicant is a corporation);
B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
C)an officer,director,partner,or employee of the applicant;or
(� D)the actual applicant.
I
DESCRIPTION OF RELATIONSHIP
Submitted this /F day of 0
Signature.
Print Name Geanie Arci a
Form TS 1
I
Y
APPLICANT/AGENT/REPRESENTATIVE
j+ TRANSACTIONAL DISCLOSURE FORM
I
The Town of Southold's Code of Ethics prohibits conflicts of interest on the hart oftown•dfficers and employees.The nurnose
this form is to provide information which can alert the town Qf possible conflicts of interest and allow it to take whatever action is
necessary to avoid same.
YOURNAME: Juul-Hansen,Thomas
(Last name,first name,middle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building
Variance Trustee X
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
i (If"Other",name the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the shares.
YES NO
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
A)the owner of greater than 5%of the shares of the corporate stock of the applicant
{ (when the applicant is a corporation);
(f B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
+� C)an officer,director,partner,or employee of the applicant;or
f D)the actual applicant.
I
I
I DESCRIPTION OF RELATIONSHIP
Submitted this jir day of IE Iff 20
Signature
Print Name Thomas Juul-Hansen
Form TS 1
APPLICANT/AGENT/REPRESENTATIVE
TRA.NSACTIONAI.DISCLOSURE FORINT
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of
this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is
necessary to avoid same.
YOUR NAME: HPrTmrm, Robea E
(Last name,first name,middle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building
Variance Trustee X
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
(If"Other",name the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the shares.
YES NO X
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
A)the owner of greater than 5%of the shares of the corporate stock of the applicant
(when the applicant is a corporation);
B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
C)an officer;director,partner,or employee of the applicant;or
D)the actual applicant.
DESCRIPTION OF RELATIONSHIP
Submitted this 15t . of February 20 22
Signature
Print Name o E. HerimEffm
Form TS 1
NOTILL OF - H :LA,KING
NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of
Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property.
OWNER(S) OF RECORD: GEANIE ARCIGA & THOMAS JUUL-HANSEN
SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a 4' x ±118'
timber bluff stairway, including a 4'x7' entry platform at top of bluff; a
4'x4' landing; (3) 4'x6' landings with benches; a 4'x7' landing; and a
4'x6' platform off bulkhead with 2'xS' retractable "flip-up" steps to
beach; clear and maintain a 4' x ±42' wood chip path to stairway; and
restore areas disturbed during construction with native plantings.
Located: 500 Castle Hill Road, Cutchogue. SCTM## 1000-72-1-1.10
TIME & DATE OF PUBLIC HEARING : Wednesday, April 13, 2022 — at or
about 5:30P.M. If you have an interest in this project, you are invited to view the Town
file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until
to the day of the hearing during normal business days between the hours of B a.m. and 4 p.m.
BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892
NOTICE TO ADJACENT PROPERTY OWNER
BOARD OF TRUSTEES, TOWN OF SOUTHOLD
In the matter of applicant:
Geanie Arciga and Thomas Juul-Hansen SCTM#1000-72-1-1.10
YOU ARE HEREBY GIVEN NOTICE:
1. That it is the intention of the undersigned to request a Permit from the Board of
Trustees to:
Construct a 4'x+/- 118'timber bluff stairway,including 4'x 7'entry platform at top of bluff,4'x 4'
landing,(3)4'x 6'landings with benches,4'x 7'landing,and 4'x 6'platform off bulkhead with 2'x 5'
retractable"flip-up" steps to beach;clear and maintain a 4'x+/-42'wood chip path to stairway; and restore
areas disturbed during construction with native plantings,all as depicted and described on the engineering
plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated February 3,2022.
2. That the property which is the subject of Environmental Review is located
adjacent to your property and is described as follows:
500 Castle Hill Road,Cutchogue
3. That the project which is subject to Environmental Review under Chapters
96,111 and/or 275 of the Town Code is open to public comment on:
DATE: Wed.,April 13,2022 @ 5:30 pm,Town Hall Meeting Room,53095 Main Rd,
You may contact the Trustees Office at 765-1892 or in writing.
The above-referenced proposal is under review of the Board of Trustees of the Town of
Southold and does not reference any other agency that might have to review same
proposal.
Geanie Arciga and Thomas Juul-Hansen
PROPERTY OWNERS NAME: 15 Maiden Lane, 19th Floor
MAILING ADDRESS: New York,NY 10038
PHONE#: 212-929-7109
AGENT: En-Consultants
MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968
PHONE #: 631-283-6360
Enc: Copy of sketch or plan showing proposal for your convenience.
PROOF OF MAILING OF NOTICE
ATTACH CERTIFIED MAIL RECEIPTS
Name: Address:
SCTM#1000-72-1-1.8 MaryMcKay 87A Guernsey Street
Brooklyn,NY 11222
SCTM#1000--73-1-2.2 Joseph&Carolyn Ricci 7100 Cox Lane
Cutchogue,NY 11935
SCTM#1000-73-2-2.3 Paul Keber 128 Ralph Avenue
White Plains,NY 10606
STATE OF NEW YORK
COUNTY OF SUFFOLK
Robert E.Herrmann doing business at En-Consultants
1319 North Sea Road
Southampton,NY 11968 , being duly sworn, deposes and says that on the
4 h day of April '2022 , deponent mailed a true copy of the Notice
set forth in the Board of Trustees Application, directed to each of the above named
persons at the addresses set opposite their respective names; that the addresses set
opposite the names of said persons are the address of said persons as shown on the current
assessment roll of the Town of Southold; that said Notices were mailed at the United States Post
Office at Southampton , that said Notices were Mailed to each of said persons by
(certified)(regjsoeveci mail.
Sworn to before me this 4th
NS
day of April 2022 K 1 �1 N . S T E P
NOTARY PUBLIC
STATE OF NEW YORK
COMMISSION NO . 5015931
DUAL IFIED IN SUFFOLK COUNTY
Nota lic EXPIRES AUGUST 2 . 20!�
Glenn Goldsmith,President or, �{'�o Town Hall Annex
A.Nicholas Krupski,Vice President 54375 Route 25
Eric Sepenoski H z P.O.Box 1179
Liz Gillooly o ® Southold,NY 11971
Elizabeth Peeples y�fj�� �a0� Telephone(631)765-1892
Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
BOARD OF TRUSTEES: TOWN OF SOUTHOLD
---------------------------------------------------------------
In the Matter of the Application of
GEANIE ARCIGA & THOMAS JUUL-HANSEN
COUNTY OF SUFFOLK
STATE OF NEW YORK
AFFIDAVIT OF POSTING
,
I� Robert E. Herrmann , residing at/dba En-Consultants
1319 North Sea Road, Southampton, NY 11968
being duly sworn, depose and say:
That on the 1st day of April , 20 22 , I personally posted the property known as
500 Castle Hill Road, Cutchogue; SCTM #1000-72-1-1.10
by placing the Board of Trustees official noticing poster where it can easily be seen from the
street, and that I have checked to be sure the noticing poster has remained in place for a full
seven days immediately preceding the date of the public hearing. Date of hearing noted thereon
to be held Wednesday,April 13,2022.
Dated:
(signatu
Sworn to before me this
13�h day ofApri12022
KIM H . STEPHENS
NOTARY PUBLIC
STATE OF NEW YORK
Notary ublic COMMISSION NO . 5 0 1 5 9 3 1
QUALIFIED IN SUFFOLK COUNTY
EXPIRES AUGUST 7, 202-LS
Postal
CE
■ , O RECEIPT MAIL
jIF, Domestic Mail Only
Er
ru
M
L
—0 Certified Mail Fee XO�l i '
Extra Services&Fees(check box,add fee as appropriate) + Q 1t
[]Return Receipt(hardcopy) $ru
E]Return Receipt(electronic) $ Pesq+tfk z ;
i 0 ❑Certified Mail Restricted Delivery $
C, ❑Adult Signature Required $
[]Adult Signature Restricted Delivery$ �
i N Postage
'��PS
., ru Total P, - ..',r,_•..�;:_
L ra Paul Keber
u ----------
� 128 Ralph Avenue
White Plains,NY 10606 -
■ . Service
CERTIFIED MAILPRECEIPT.
, o
ra Domestic Mail Only
M
oa F F
—u Certified Mail Fee
Extra Services&Fees(checkbox,add lee as appropriate) O�
rU []Return Receipt(hardcopy) $
C3 ❑Return Receipt(electronic) $ SOO
Q E]Certified Mall Restricted Delivery $ Herd�o Z
E3 ❑Adult Signature Required $ �G
❑Adu@ Signature Restricted Delivery$
Postageru
"j$
$ - USPS.y''
('U Total Pr
fru Lse.ntnMary McKay
o87A Guernse Street --
c3yBrooklyn,NY 11222 ,---------
' •
CERTIFIED MAILO RECEIPT
M Domestic Mail Only
C3
m .
a CO) �• I d ,
0-"' Certified Mail Fee � �p
$ ` h'A4
Extra Services&Fees(checkbox,add lee as appropriate)
❑Return Receipt(hardcopy) $ru
0 E]Return Receipt(electronic) $ at@�oStnlark
0 E]Certified Mail Restricted Delivery $ �9r�yIB �
0 ❑Adult Signature Required $
[]Adult Signature Restricted Delivery$
E:3 Postage
ru $
ru Total Fos' �' 7
r-qru sentry Joseph&Carolyn Ricci
E3Siiieei an.
� 7100 Cox Lane
cit'sr"ad Cutchogue,NY 11935 ------
COMPLETE
■ Complete items 1,2,and 3. A. Signature i
■ Print your name and address on the reverse X E]Agent
so that we can return the card to you. �2Z06Addressee
■ Attach this card to the back of the mailpiece, B eceived by(Printed Name)ft. C. D to of Delivery i
or on the front if space permits. 1< . Z� N ® 00
1. Article Addressed to: D. Is delivery ddress different from item 1 s I
If YES,enter delivery address below: E3 No
o o y a ¢ €E
Z t `c c=
0 00 E
_ ❑❑ NCr
❑❑ f0mm mmO a7
M �d d >>
w y�m is
o
r ?cc
U mmm �Tnd a:
oa`¢¢omcnCc
¢ E
I Joseph& Carolyn Ricci ❑1:10 ❑❑ o
7100 Cox Lane I 2 -,
3. Service Type Priority Mail Express®
El ' '
Cutchogue,NY 11935 ElAdult Signature 11Registered Mail- o -
❑ dult Signature Restricted Delivery ❑Registered Mail Restricted
- - 21 Certified Mail@) Delivery
-- •—•-•- —.� -._ _ ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ?11 Collect on Delivery In
0 Signature Confirmation
v N v
2 ar S 'd. cc
r.:e..f.—r)elivery Restricted Delivery Restricted Delivery a N Z Z
7021 2720 0022 6961 3303 I °' Wm¢ >>
N
° so¢__
---- I Restricted Delivery m v ur „. o o
. _ __ toverssooi- :3 c
PS Form 3811,!July 2020 P:SN 7530=02-000-9053 w
m a� rnmesoo
Domestic Return Receipt rn 0 ccm r S2�0 = 2
-- - — -- - - - - - -- ---- - d
X, cri d a a v 00, ra
. ❑❑ ❑❑❑. m
COMPLETE • ON
-
COMPLETE •
.13t
m:o
■ Complete items 1,2,and 3. A. Signature a, 117 cp
■ Print our name and address on the reverse C1 gent ' ° `p
so that we can return the card to you. X A-L �` ❑Addressee o ru.r N
■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Da of elivery a) o �: m
or on the front if space permits. ` z_z 0.0 42 ; C3 n
1. Article Addressed to: D. Is delivery address different from item 1 ❑ es ai 0 0 E I N �: -CO
If YES,enter delivery address below: [�lo I a .0 a � � � I ru ::.:o
c a E -��, N fLl N
o
— r
as
ru
d cu up (on --jj I p {-. .r
Paul Keber 03 a o r` - j
128 Ralph Avenue I CL ° 2 ° ;_
p 3. Service Type ❑Priority Mall Expresso E o oo W I, o
White Plains,NY 10606 I ❑Adult Signature ❑Registered MaHTM o p r Lt.
❑Adult Signature Restricted Delivery 1:1 Registered Mail Restricted U 0•• U) ¢ to
certified Mail@) Delivery ■ ■ ■ r Ci d
❑Certified Mail Restricted Delivery ❑Signature Confirmation-
❑Collect on Delivery ❑Signature Confirmation
1— L- •:-�f�4 11__._, 11_r IIPat-nn.pelivery Restricted Delivery Restricted Delivery
7 0 2],I 12 7 BO 0 dB 2 1 6 9 611 312 9 7 �` � it RestrictedDeliveryI I I
_____-1_-tuyC,yuuu)
�_ PS aForm;39.111,JUIy 2020 iPSN.7530=d2-000"9053 Domestic Return Rece:0t,
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local
libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 72 - 1 - 1.10
PROJECT NAME Geanie Arciga and Thomas Juul-Hansen
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital ❑
construction, planning activity, agency regulation, land transaction)
(b) Financial assistance (e.g. grant, loan, subsidy) ❑
(c) Permit, approval, license, certification:
Nature and extent of action:
Construct a 4'x+/- 118'timber bluff stairway,including 4'x 7'entry platform at top of bluff,4'x 4'landing,(3)4'x 6'landings with
benches,4'x T landing,and 4'x 6'platform off bulkhead with 2'x 5'retractable"flip-up" steps to beach; clear and maintain
a 4'x+/-42'wood chip path to stairway;and restore areas disturbed during construction with native plantings,all as depicted and
described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated February 3,2022.
t
Y
Location of action: 500 Castle Hill Road,Cufchogue
Site acreage: 75,879 sf
Present land use: Residential,single-family dwelling with swimming pool(under construction)
Present zoning classification: R-80
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Geanie Arciga&Thomas Juul-Hansen
(b)Mailing address: 15 Maiden Lane, 19th Floor
New York,NY 10038
(c) Telephone number: Area Code 212-929-7109
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ® No❑ If yes, which state or federal agency? NYSDEC(Tidal Wetlands)
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the.form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No M Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III- Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III- Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III- Policies Pages 8 through 16 for evaluation criteria
® Yes ❑ No ❑ Not Applicable
The project consists of the construction of a timber stairway down the bluff to access the beach adjacent to Long Island Sound. To
mitigate impacts associated with the potential disturbance of bluff soils and vegetation during construction,all disturbed areas will be
restored with native plantings. To maintain and encourage the growth of vegetation beneath the new stairway,the stairway will be
elevated a minimum of 3 feet above the bluff face. And to protect against potential damage and loss during storms,the terminal beach
steps off the bulkhead will be retractable. Consistent with Policy 4,these mitigation measures will protect against erosion of the bluff.
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
❑Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
®Yes ❑ No ❑ Not Applicable
There are no vegetated wetlands located on or adjacent to the site,and the proposed stairway construction would not cause any adverse
impacts on the adjacent beach,shoreline,or tidal waters of Long Island Sound. To mitigate impacts associated with the potential
disturbance of bluff soils and vegetation during construction,all disturbed areas will be restored with native plantings. And to maintain
and encourage the growth of vegetation beneath the new stairway,the stairway will be elevated a minimum of 3 feet above the bluff
face. Therefore,consistent with Policy 6,the surrounding ecosystem will be protected and restored where needed,and there will be no
adverse impacts associated with the project that would impair the quality or function of the ecosystem.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No® Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes 1:1No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation
criteria.
® Yes ❑ No❑ Not Applicable
Only 2'x 5'retractable steps attached to a 4'x 6'platform,positioned parallel with the seaward side of the bulkhead,will encroach upon
the beach. Thus,the proposed stairway will not impede or otherwise impact public access along the beach,consistent with Policy 9.
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary
and Town waters. See LWRP Section III - Policies; Pages 57 through 62. for evaluation criteria.
❑Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62
through 65 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PREPARED BY TITLECoastal Management specialist DATEFebruary 14,2022
Robert E.Hernifth
Amended on 811105
i
EN-CONSULTANTS
March 1,2022
Town of Southold � � � '
Board of Trustees
54375 Main Road
Post Office Box 1179
Southold,New York 11971 VAR
Geanie Arciga&Thomas Juul-Hansen ScuftwIlam
500 Castle Hill Road, Cutchogue DDamafTmsten
SCTM#1000-72-1-1.10
Dear Board of Trustees:
In regard to the above referenced property, enclosed are the following for the Board of Trustees review:
1. Four(4)Wetland Permit Applications including:
a) Authorization&Disclosure Forms;
b) Short Environmental Assessment Form;
c) LWRP-Consistency Assessment Form.
2. Two(2) sets of photographs.
3. Copy of Amended Declaration of Covenants&Restrictions.
4. Engineering plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated February 3,2022.
5. Survey prepared by Kenneth M.Woychuk, L.C.,last dated September 14, 2021.
6. Application fee of$250.00.
I hope this information shall allow you to process our permit request. Should any additional information be
required,please do not hesitate to contact our office.
Since ,
1
Robert . errmann
Coastal Management Specialist
/khs
Enc.
1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuItants.com
environmental consulting