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HomeMy WebLinkAbout1000-110.-7-11.1 OFFICE LOCATION: ®��o¢ S®�pyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 lyCOMM,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: May 16, 2017 Re: LWRP Coastal Consistency Review for ROBERT & PATRICIA ELLIOTT SCTM# 1000-110-7-11.1 Douglas McGahan on behalf of ROBERT & PATRICIA ELLIOTT request a Wetland Permit to construct an 18'x15.9' two-story addition onto the northwestern side of the existing +/-24.5'x40.5' two-story dwelling; and to install a 6' high privacy fence along the eastern side yard lot line between the two dwellings. Located: 275 West Road, Cutchogue. SCTM# 1000-110-7-11.1 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 LWRP policies and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Z. 'Town of Southold (� D U� LWRP CONSISTENCY ASSESSMENT FORM MAY ® � Zp11 A. INSTRUCTIONS Southold down planning Board 1. All applicants for permits* including Town of Southold agencies, sh omplete 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). 3. 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, listinll 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# PROJECT NAME O—lt5w �Z The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 9 Board of Trustees 1. 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: e01sv& 9-05 l.1)G%-ICC L P i Location of action: rLI!; %-J ws't , &Ji r t�nc- Site acreage: ty- Present land use: (2�tp Present zoning classification: 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: t�OU a QS M L k hVt%--1J (b) Mailing address: o • 0-vT- 6--,i . C rex 1 L9 35 (c) Telephone number:Area Code( 3 - 6'3 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 1p If yes,which state or federal agency? 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 LVVRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No W Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LW U Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No �Not Applicable i i I I 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 56 Not Applicable I I 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 ❑ n Yes ❑ No 4 Not Applicable I i i 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 0 Not Applicable f i I I 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 Habiti is and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable 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[19 Not Applicable Attach additional sheets if necessary I 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 ❑ No [?�:J Not Applicable I I I 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. ❑ YeED No ID Not Applicable 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 liv Ing 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 1� Not Applicable ` I I 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 i i Attach additional sheets if necessary Policy 13. Promote appropriate use and dievelopment of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 fort evaluation criteria. ❑ Yes ❑ No� Not Applicable PREPARED BY Do06(,, {l ` 64 i TITLE P4elo-4- DATE `4 N�Sw�t W12Ct � SEE SEC NO 15] arSJM �xe�oww MATCH UNE 0° 1 p• 'a`�` - (M]6°J _— ------ ------ _07)l 09 FOR PCL NO a 25 6 A2L +° J•� ' f° ossa o] 10 EE SEC Ocee e�'4',"�y�A.q•( `a+ or_ry 6',�s'g"o \ s °2e 's n 5 3 t5 , +A °f R x p�'Qe® � '6` ty. 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Y_�",e,:'^T,*�w""".°•",�^.T..c .. c..emuw wwu w .. r� .,,: �� tea �� ��� 9 '►,,�- �.��1��•,. �� .Y r �; f1Y. 'fir 5 V: A � V � W Va^' d _ O } r. SURVEY OF PROPERTY SI7VA TE NOV - 8 2017 'i'- TOWN OF SOUTHOLD STEEL OR WOOD SUFFOLK COUNTY, NEW YORK EXTRA STRENGTH FILTER FABRIC POST S.C. T A/1 I V(�, ©- 110-07- 11 . 1 REO'D. WITaOUT WIRE MESH SUPPORT ` ;,. 35" HIGH POLE (MAV STEEL OR WOOD POST I S'' ' i'"I -� 10' MAX. PPO SPACING f .• 't1 P nar i„`T, L` SCALE 1 _ W/ WIRE SUPPORT FENCE T .f;: 'f ;r ��+ 1 :FLOW »_ f 6' MAX. O,C. SPACING `. + : f +' ;+, W/O WIRE SUPPORT FENCE h �; �.�:'- - v� DECEMBER 22, 1995 -. OR TO BE S, FFICIENT n? DECEMBER 17, 22003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY +' J; . •• FIAT �, �� 1� *� `„ KLEP SLOIMEr:- o`+ stE '' r : !j` +-'�;_•i- +r-' .�-�•'• \\r\\ 1 // FFPRUARRY 2, 2005 A.)DFO WFUS & CFSFrpr '- TO FAST PROPERTY I L f\�\\ 5 r\\err\\� I RAY B•JES AND/r°r JULY 2, 2v08 FINAL SUFVLY } t ,• 1 , r` •• •• �� / �_ / rr\i K' SILT FE"J WG OrT?)PFR 30, 2013 UrDATF SURVEY ATTACH FILTER FABRIC SECURELY �\ \�- \r\�`�� DECCNeER 24, 2015 ADD DETAILS FOR 3TCRMWATER PLAN TO UPSTREAM SIDE OF POST �\ \\/' \ 4" X 6" TR:•NCH ` % W/ COMPACTED RSf ,,r,,, PACKFILL W M VIN �3 ^"'`"•~\i�w RII,T J"f1Y�E�)I'rnrl-.s a I -_--_—----- 7 AREA = 20,925 sq. ft. • Ip sc�.r o s (To TIE urar) 0,480 ac. ° e ° v a 2�� r D .Lr✓ o Z,0 , "� e I NCP (1 NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) s l I ° A �Ep� `}i MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER Ct RTIFIF D T0._ ,oi a e Gr+ X14? EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED <N S 4� N E SEDIMENT SHALL Br DEPCIS17ED TO AN AREA THAT WILL NOT ALLOW I ROBERT C. ELLIOTT G NIgE M . �I�.a • SJ✓�C� �,QQ OFF-SITE TRANSPORT. \-HA+ &4LFS AND/OR PATRIICIA M. ELLIOTT �••���"'�P'.5°y'- y �' `'!/�,FA 4CY' �y�� NOTES; st.' rtnr,:;nr,•. , ti �, , d • J 6 �A TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ADVOCATES ABSTRACT, INC. �, !i REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. STEWART TITLE INSURANCE COMPANY cn f ' !' • cp�t F�4I 1,.:St"I _ 1, fh�� TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE fLAJ VIEW +s / ""�.4 Nc _ 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. o -�fi ,.f.; Nm!• ,•,_ ' , 1 Jy, VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACI4 BNY NAELLON. N.A. Q+I CI, PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ,eS STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITHeRn_r TFS'T HOLF, DA 7'A ,ten fi " e,� � I'� N�' � `p• G' o APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. I ROAD AND REOUIRED PERIOD OF USE. 2 W -- N ~R SLOPE OR LESS I �-��IAWI/IP (TEST HOLE DUG BY &AcQID IALDGEOSCIENC�' OM DECEMBER T2, 2003) fr; 1 I(( l e • d¢ W V \I� I � STABILIZE ENTIRE PILE 1 CONStzx'rpv Enr-FrAvrF PdSF of o• • .l „+ `n y ©� COurt.,^-ED 3/4 .tpNE E-,_ENC a o WITH VEGETATION OR COVER •J• va �i �Y �Y �L OR N.Y.S. D.O.T. AF'FWME0 H6..A. DdFx BnCAv LOAM CL ° • ° d• k. W'• 10 Tt' f B 6 FILL 171 I8' wit Amw Exisu JG —0.5' e •h / * / s tial' �"'y A �y1, w V �"✓ RRMN SIITY SAnn SIA �/ " CRUS—SECTION TO A:tUN FOR GRnirfA,:i 4'`, • °e P Puff'' i ��.e1i• �,♦ �` 7"1 5' / I �l� �•' ti' yli ti.' y' '+ A �,�.r-- �,/ ,� II �, f ( 7�,:4fPORa_RY CO,ti'S7xLrC7'IO,V L',b'7'hAA'C�.: �—s.5• 1J_ w v v IV '� w � (NOT TO SCALE) • cFP E 4 Tip /� f yt pCc fiD/ap G { % Fc�✓p�.P"�v, y 1 4- w 1V v �Y ,v -4 �Y .W I/ Iva- 11 f v,L] ,;s oG�G'� ,,c TYPICAL STORMWATER UNIT (TOT'S TO BE TRAFT!C BEARING) , '� '! �,� Ear] P;'•, -• \ G �' , r+u-=_ BRCwN TTai t> �! ,IA r! * TO MEDUV SA 1 Sr, (NOT TO SCALE) I L� � 'l I Q (,RATE' {VTR CAST FRC4 INET fF:sA7E CCNER FLO,rHW�7 ° ` r I y t� K STRIAW BALES 4R SILT FENCE TI% tdGli Dl.sin OR e" 1`INCH RFINFORCED CONI. 001JR ,3T'iR TYRE 6N2n} a• , IADE CS '/ . "t r�' O /� SmIL STOCKI'ILC - y,{ �►,. y 4 f x m .,o G " �, --- 8"7RWFIC SEARING FINISHED PS'.AEa. 4 -S` r r•. Yf fi mY.. I e ;�1 � ,� � 4, s. . •. 3:�'..,• s ��y (NIOT TO SCALE) � 1 c�, �.----� .�--�--''' ��- . ti"� �•'^ �r, � �"-- � � � - PIPE: FROM ROOF DUT7rRs � e SEPTIC SYSTEM TIE MEASUREMENTS Cr•.JSwr" 3/4" - t-1/2"STONE STOR1>fRSI TER 1fAA'ACEAfEA1T A10TES: A.,L ARI:,.IA:I J ,'� ;Y 7 �.}L1�lt", , c ,.,�.,.-;,__�„, _ HOUSE HOUSE HOUSE `''amu:+ �'' ,� �` '�..�'�^ r ct{ SO 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION � CORNER �A CDRNER n CORNER LrAf_NINC RVCS 0MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING ;'111 RrI4�� Pn r�niTACC�JI. SEPTIC TANK X 22, 28, , ' v# . t 41��4 ��, 1� ` AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 3'-n" s-o' COVER �• "PIS'-7 ° L`.i,� ;' �(� 'ti 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, (min) 4• (rth.J '' ti C^. LEACHING POOL t,c,TL. J s+ v �''• f A CONTINUOIUS LINE OF SILT SCREEN (MAXIMUM OPENING OF COVER 22' 26' x 10 p,,. Z cert ,�E�s r, �',' { y /f k t ° �fi- ,,. , .• U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING 1 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. --- -� x THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS t - I ffi � 4 p }yi,� f t OFTEN AS NIECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL �i ' �¢ , ., 1 STo,", DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS +y 1 ", �x T- �• n `� c. GR04`1C WATER ��, ' r J I( i� 1 '� IKANNIU dY IHL SUHLLN SHALL VL RLMUVLU AWAY FROM IFIL �L,44' " a t x \ `� SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE a�� SCREEN IS (REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. tOTF.S, SJR +• y. c� ,*�`-' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ,a�;r` - S BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM . f ✓�}�? /ti SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES EXISTING ELEVATIONS ARE SHOWN THUS: ,u 4, �' SHALL BE MIAINTAINED REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —5— — --- — �� AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE F.Ft. - FIRS FLOOR. OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES G.FE. - OARIVCL: FLOOR SHALL BE RIEMOVED AWAY FROM THE BALES TO AN APPROVED 2. PROPOPSED IMPROVEMENTS ARE TAKEN FROM SITE PLAN BY UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. DAVID BRUCE MANN, ARCHITECT DATED 09/25/2015 n� � 4, s�� r10 5. SILT SCREEIN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS BY THIS OFFICE. 6. LEADERS AMD GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. gin. 8. PROPOSED IDRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS 0 3 4 4 % DRAINAGE ,SYSTEM CALCULATIOArSN I r- ' N04 OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 1 ' �a+ �y �: 9. ALL AREAS of SOIL DISTJRBANCE RESULTING FROM THIS PROJECT SHALL BE PROPOSED TOTAL BUILDING AREA: 1 ,430 sq. ft. ! � ' 1f ✓s• c l � A � 'd, Vin. �,.3 1 •5� fl1 SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 1.430 Sq. ft. X 0.17 = 244 CU. ft. P' ` I,TY / J IMMEDIATELY' UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF 244 cu. ft. / 42.2 = 5.8 vertical ft. of 8' dia. leaching pool required / t•_.!,1 / .,-�,�-i'f '<<�; FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, , tig I Ss , 4Ar• WHICHEVER IIS FIRST, MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PROVIDE (1) 8 dia. X 8 high STORM DRAIN POOL �,, °.,� VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO "°,�pv� � e�Ts�L} , ^ + ( f TINE aF YEMR, TENIPOR/1RY MULCH SHALL BE APPLIED AND FINAL SEEDING PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: i rye, , PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH, 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA DRIVEWAY AREA: 1 ,600 Sq. ft. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 1,500 Sq. ft. X 0.17 = 255 cu. ft. THAN 1 SQUARE FOOT IN SIZE. 255 cu. ft. / 42.2 = 6.1 vertical ft. of 8 dia. leaching pool required 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR , SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF PROVIDE (1) 8 dia. X 8 high STORM DRAIN POOL OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO 4) THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, PROPOSED 8' DIA. X DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: / ,' `� OR RECYCLEID CONCRETE 3ASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS W4Y AT THE ACCESS POINT ALONG THE ROAD. PON01205ED BLUFF RENOVATION AREA -- 1 1 a ys• 9� CQ dQ�+ PJ PRC�AnC6 IN ACCCRONNCE WITH THE 1PNIMUM �o Q"" I STA%DARDS FOR 117LE SURVEYS AS ESTA.RLISHED Bv 6 FCRSUCHULE. FYNTOHAPNIII-V YORK STAAND IF LAND S � TITLE ASSOCIATION. C N.Y.S. Lic. No. 50467 TO SUED Al TFRA7IC•N OR ADDITION Nathan 'aft Corwin 'II TO THIS SUFVE" IS A V OLAT ON 0= SECTION 7209 3F THE NEW YORK STA-E LUUCA'ICV LAvr COPIrS Or 7I1IS SUIZVrY AV.p NOT B1_APIN, Lang Surveyor THE LAND SLRtiEYCWS IN•�ED SEAL CIP EMBOSSED SEAL SHALT NOT BE CONSIDERED TO R A VAI ID 71%::r COPY. CERtIF1CA-10^1S INDICATED HEREON SHALL RUN Successo- To: S"anley J, Isckser. Jr, L.S. ONLY TO THE rFRSON FOR WHOM THE: SURVEY Jcseph A. Ingegno L.S. IS PR_RAREO, ANO C`, HIS BEHA_F TO THE 711LE COMPANY, COVCRNME'NIAL ACE'NCY AND Titre Surveys — Subdiv;sions — Site, Phos — Construction Layout LENDING INSTITU'ION LISTED HEREON, AND TO THE ASSiCN_ES OF THE LENDING 1NSTI- PHONE (631)727-2090 Fax (631)727-1727 7UTIGN, CI:R1 riCATiON5 ARC NOT TRANSFERA.91..E, THE EXISTENCE OF RICHT OF WAYS OFFICE'S LOCATED AT bSA!C1V; ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 M0;rl Rood P.O. fox 16 ANY. NOT SHOWN ARE NOT GUARANTEED. James-,.;rt, New York 11947 Jamespo•t, New Yor*R. 11947 ;3j-•2b8A IT r I � I i ' LJLL— OL IF] LT _—— — — _1 T 1 " -7 I r 1' r j - 4 77 , i 1. 'iII I a I , I � I I T , 1F-7i T ? 1 - 1 i _ -I - I 1 1' I I i 1 ll a — i r I I � i r r I i 1 L 1 T` r , I i 1 i r , - o + I t t I_! i i 11r— �Tlr—I _ I I 'fl i i i t i 1 —I J I 1 I I 1 -- � i Finished grade Finished grade fI i I I � t II �I I 1 ISSUED FOR ZONING REVIEW 03/28/2017 number, issued for date PLAN & ELEVATIONS OF PROPOSED FENCE PRINT RECORD Scale 1/4" = 1'-0" David Bruce Mann, Architect SEE SITE PLAN FOR FURTHER INFORMATION 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Seale 275 WFST ROAD AS NOTED CUTCHOGUE NY 11935 Urami By JCPV Title Sheet PROPOSED FENCE F-1 \ GENERAL NOTES Site Data\ t 1. ALL WORK SHALL CONFORM TO ALL LAWS, RULES, AND REGULATIONS, INCLUDING REFERENCES STANDARDS, OF THE NEW YORK STATE BUILDING CODE, FIRE PREVENTION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY \ \ REQUIREMENTS, AND THE BEST TRADE PRACTICES. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT SHALL CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH THE LOCAL MUNICIPALITY, ALL REFERENCE SUBCODES, AND Property Address WITH ANY OTHER PUBLIC AUTHORITIES OR AGENCIES OR AGENCIES HAVING JURISDICTION OVER THE PROJECT. 1 \ 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK 275 West Road, Cutchogue, Town of AGENCIES. / , ` Southold, Suffolk County, New York. 11935 3. THE CONTRACTOR SHALL BE LICENSED WITHIN THE COUNTY OF WORK. 4. THE CONTRACTOR SHALL PROVIDE WORKMEN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCES TO '� r LIMITS AS REQUIRED BY THE LOCAL MUNICIPALITY AND /OR OWNER, AND SHALL BE RESPONSIBLE FOR OBTAINING ANDS.C. Tax No. 1000-110-07-11.1 PAYING FOR ANY AND ALL PERMITS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND ARRANGING FOR ALL REQUIRED NOTIFICATIONS, TESTINGS, INSPECTIONS, AND APPROVALS. 5. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS un INSPECTIONS AND SIGN-OFFS REQUIRED. - / o 1 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS. THE � �� CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO �� � /� 'SIO O04C'ti Tinel ea6�kTb sdo� oste / / ? ` COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE , RnblTc to �Top�en{ence 20S�mces"ae�c/� \ Q ARCHITECT. �// Q`S)�S� ,,edby p WpO heat°��/ / ell �\ - Lot Area 7. IN A RENOVATION OR RESTORATION PROJECT, ALL DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE, AS ALL 4S a`°tsv�y'�' dvY0.480 ACRES — 20,925 SF NEW WORK MUST JOIN AND ALIGN WTH EXISTING CONDITIONS. THE CONTRACTOR SHALL DETERMINE ACTUAL FINISHED DETAILS OF CONSTRUCTION RELATING TO HEIGHTS, SIZES, ETC. BASED ON FIELD MEASUREMENTS, ALL IN ORDER TO JOIN \ lrT�'pTovc . oey pstst°deck AND ALIGN NEW TO EXISTING WORK. cl I vv°°d 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART \ ` OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. s1 'P'PTOcellar $ Existing 1 Story Frame House ov,y Story e ' nce Over p cA 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER \ da,ea t'rc. dtvvo• conal; entra '100 °o and Garage Coverage = 1,342 SF TRADES (PLUMBING, ELECTRICAL, ETC.) tOve Topose dTpOm astory g g 10. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL \ 4,Tevnous4sed2,id5ty SFtbrceb / i s A05 2vNooddeck ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 11. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE Of dd�tToty{T e vaat�T O gad \ Existing 2 Story House WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. fl ,g1 0° fie i v�°us�y 1E 23 ` Coverage = 1,158 SF 12. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE SITE AND ADJOINING PROPERTIES, BUILDING 1 \ ex�Use,�t, / approved �story �XTst' �� S`CO�� SE op°f \ STRUCTURES, PAVEMENTS, SIDEWALKS, STREETS, CURBS, LANDSCAPING, UTILITIES, AND IMPROVEMENTS WITHIN THE AREA b Toposed �,to d�y`ve 2 VIO �. 68 oy OF OPERATIONS UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY CLOSURES, i p vvl ry n tn• pa Existing Lot Coverage = 2500 SF GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT ALL WORKMEN, OCCUPANTS, AND THE PUBLIC FROM i ¢?S- hay e e ,snn 25 O \ POSSIBLE INJURY. IF NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK FENCE SHALL BE CONSTRUCTED TO st°°p 515 2 PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY �t"Y `� ,cv�sO r S 0 ell 2 VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. gT�R ' roo `- ovc 'o \ �" l ` ,Pry IGFt stoop :n / �9) 13. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. o ` 21 N Cp�CA GF brck {over `L 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR i G ° o. t°° \ PLUGGED. `� S ti p 66 ck s toop ,� Previously approved 15. CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSITION OF RUBBISH AND DEBRIS, AND FOR THEW de 27.2 225 3T proposed 1 Story Frame GENERAL CLEANING FOR THE FOR THE DURATION OF THE PROJECT. THE SITE SHALL BE LEFT DAILY WITH ALL fvTT gca MATERIALS AND TOOLS STORED IN AN ORDERLY FASHION, WITH ALL AREAS BROOM SWEPT. NO ACCUMULATION OF DIRT 2g� / g2 244 lap / House and Garage Addition OR DEBRIS SHALL BE PERMITTED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE ter o„51y _ AND CLEAR OF ALL RUBBISH AND DEBRIS, AND IN A BROOM SWEPT CONDITION. v�v�a Coverage 1,427.5 SF 16, ALL EXPOSED FINISHED SURFACES SHALL BE TREATED, CLEANED, VACUUMED, OR POLISHED IN ACCORDANCE WITH e�stev / ` tie 611 o �51y T°ot ostoop appTovsea2 sto5 `ropey MANUFACTURER'S RECOMMENDATIONS. `26,2 I,Tevioovesd V,�ck prop�CtaTTjeS•� 1 cb o� 17. DISTURBANCE OR DAMAGE RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THE CONTRACTOR, ! 222 app cd 4 cc11aT ce vvo° INCLUDING DAMAGE TO LAWNS, PLANTINGS, OR OTHER LANDSCAPE ITEMS, SHALL BE PROMPTLY RESTORED, REPAIRED, \ t�'V v„1d prop e eptr SF a / Previously approved AND/OR REPLACED TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE o ewer vie St°aY� t. Total Proposed Lot Coverage — 2,585.5 SF OWNER. \ vNaws X33 ad e» 19. UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND ARCHITECT'S CONSULTANTS, INCLUDING EQUIPMENT 31vy` / MANUFACTURERS AND THEIR REPRESENTATIVES, SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, \ / _ HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE 12.3 PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB), LEAD PAINT CONTAMINANTS, OR ANY OTHER TOXIC SUBSTANCES OR CONTAMINATE. SHOULD ANY HAZARDOUS \ MATERIAL BE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND REVIEW THE / Previously approved PROJECT CONDITIONS WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH ANY WORK OF THE CONTRACT. \ ` / Proposed Coverage of 20. EXCAVATION FOR UTILITY PIPING OR FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2 story frame addition CONTRACTOR SHALL NOTIFY THE LOCAL BUILDING DEPARTMENT AND/OR UTILtlTY COMPANY TO DETERMINE LOCATIONS OF P w y ANY EXISTING UNDERGROUND UTILITIES, AND PROVIDE PROTECTION FOR SAME DURING EXCAVATION PROCEDURES. \ t0 existing 2 story frame 21. THESE DRAWINGS AS ARTICLES OF SERVICE ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR O 4 OTHER BUILDINGS, PROJECTS, OR PROPOSALS, OR PORTIONS THEREOF UNLESS SPECIFICALLY APPROVED BY THE \ /� house = 375 Sf ARCHITECT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE S� ARCHITECT, TO ALTER THIS DOCUMENT IN ANY WAY. THE INFORMATION, CONCEPTS, IDEAS, AND DESIGN CONTAINED IN THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAWS. CCh / � wvevvayARS��11 >,cv�`teT Previously approved — \ \ / / a aye°4St°re tSUpp�Teaby Total Proposed Lot Coverage 2,960.5 SF P N `� oved,0 2 ` \ (00 = 14% ` \ a4ot SoppyTea`iy � \ � lrsr`pT°ve \ PROPOSED SITE PLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS 'TAKEN FROM A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR jAMESPORT NEW YORK DATED DECEMBER Scale 1" = 20' 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, NORTH NORTH FORK BANK, ROBERT J. TAPP, AND NICHOLAS ELLIS. 1 ISSUED FOR ZONING REVIEW 03/28/2017 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCIIOGUE NY 11935 Dra%vn By 'Fitle Sleet PROPOSED FENCE ,SPF-1