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HomeMy WebLinkAbout1000-126.-6-18 OFFICE LOCATION: so �® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25i lJL Southold,NY 11971 Ir (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 C®Ub�i'6,� 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: January 16, 2024 Re: LWRP Coastal Consistency Review for MATTITUCK PARK DISTRICT SCTM# 1000-126-6-18 Stephen Kiely on behalf of MATTITUCK PARK DISTRICT requests an Administrative Permit for the removal of a 20'x28' 1 Y2 story frame building with covered porch, and replace with a 32'x29' pergola. Located: 11280 Great Peconic Bay Blvd., Mattituck. SCTM#: 1000-126-6-18 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. It is recommended that the any new construction be designed to withstand flooding. Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM JAN 0 5 2024 Sout old Town A. INSTRUCTIONS Planning Board 1. 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). 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 details 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# 1 _ /71 /J PROJECT NAME l h-/- P411e. 1✓rJl�.z� �a I.��'�-, 6f �c �, I����1�1�1 ��, ld The Application has been submitted to (check appropriate response): tannin Board Building Dept Board of Trustees Town Board ❑ P g ❑ g ep ❑ l. 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: 4 (�, ��a� cut� rr� 4�cc w.it., a �� . Gt w�l'�►'. Location of action: 2 d' Ar�w-1 Let,.',1 d l✓J. pl#0 4V i Site acreage: Present land use: (14c4-Lilli✓1 AW Present zoning classification: �C 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: ,j A' /l:C'� (b) Mailing address: X& 7 (c) Telephone number: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No E If yes, which state or federal agency? i 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 beneficiat;use of a coastal location,and mihimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ©Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See L(WRRP Section III—PoH 'es Pages 3 through 6 for evaluation criteria L�J 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 Attach additional sheets if necessary Policy S. 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 [qgot 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 Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See i LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Not Applicable Yes ❑No�' I 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 ❑ No IJ 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 rite 'a. c Ye❑ No❑ 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 KNot 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 L� 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 FJ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; ages 65 through 68 for evaluation criteria. ❑Yes ❑ No Not Applicable PREPARED BY fly�'' X;! TITLE lj7 r DATE 2 ail �•��i•�L� �,�� �l�l - l 1 �l 1- _ . . - -- _ _: • . ,�;-��.-fir � ._ .. _. ,,.- , 14 s �;1irt. F .r Aim --v NOR ��'4::�'�ji�it t i a '�•stp����� °`+� _ �►. '�-` ^�'�"„i` `N"�nY��3±���`�t "'.` tom•`a_, 'St- NO Y;.: �-•t,s,� �,' > `i,e�••. r .. 's`'S" ri,'.rE-•^Mai., "a�C d^- .i.rvr..�• _ i^WN ._n?c¢cYy,•fYA'• ../s. Y-r '! s r..I ti: > :.. •' . ...� -,�! iieSk'���P tit__ >, � �..� !f s �,ea •- _ ! tw r�.. -i•� o _ rl' _ .�. .,t !' 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K I V-pe 1v 7' > lk mmie]nwarx+rwmP ]� Y •«e. _ o — -- ---^-- ::,.._ " �.«� i�N.•P�Ea MA .Al1,�ALa 726 _ _u «. ---- (21) P ,z, w,m, ... ,,,,, re rur vn•t m nnnw,w fr-ce .�..�.. ____— �. •r.r, g Peu rwefrc inr sawxe waxy ,n t 32-0"± 6,� 0" Paul H Bosco Architectural Drafter 0 P.O.Box 2473 Aquebogue, NY 11931 631 .375.7374 pauldrafte�r.com structural reviewed by Condon Engineering, P.C. 1 ---------------------- -------------------- _J 1755 Si sbee Road foundation line beyond foundation line beyond g Mattituck, NY 11952 1631 .298.1986 SEAL P��OF NEW yO — — — — — — — — — — — — J. CON�o � - - - - - - — — — � Foundation Notes: r The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 1 - All concrete 4,000 psi after 28 days minimum. QFE 'Ow\P� SS 2-All rebar ASTM A-615 Grade 60. 3- Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below grade unless indicated otherwise. PROPERTY OWNER 4-Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the foundation wall. Rebar installed along the top of foundation walls MATTITUCK VETERANS _ with windows are to be installed 3"below the bottom of the window opening. MEMORIAL BEACH 0 co 5-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. ADDRESS 1 6-The foundation contractor shall coordinate with the plumbing and electrical contractors 11280 PECON IC BAY BLVD relative to installation of sleeves and other penetrations prior to pouring concrete. Mattituck Park District 7-The Engineer is to be contacted if unacceptable or questionable soil is encountered Town of Southold, NY during excavation. Unacceptable soil is soil containing clay and/or organic material. PROJECT NAME 8- Install isolation joints along foundation walls and at column and other floor penetrations. � Ocean Front 9- Foundation excavation is not to be back filled prior to the installation of the floor framing. CABANA 10-Backfill along foundation walls is to be clean material and is to be mechanically CONTRACTOR compacted in 6" lifts to 95% of maximum dry density. - - - - - - - - - - - - - - I Slab Site Preparation l— —1 *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab elevation shown on the Architectural drawings. SOUTHOLD TOWN LICENSE# Foundation DetailsPlan *The areas where the slabs is to be installed are to be Proof Rolled in accordance with A ACI 302.1 R. The Engineer is to be notified if unacceptable soils are encountered during DRAWING NAME Scale: 1/4" = 1'-0" excavation and if Proof Rolling produces results that exceed ACI standards. *The excavated areas along the stem walls and footings are to be back filled with clean 29'-0" material and mechanically compacted with clean fill in 6 inch lifts. Each layer is to be SCALE compacted to 98% modified proctor. as no * Base Material layer shown on the drawings is to be a compactable, easy to trim, granular ' fill that will remain stable and support construction traffic. A clean fine-grained material with NOTE approximated grade pp proposed G" concrete slab cabana floor at least 10 to 30% of particles passing a No. 100 sieve but not containing silt, or organic approximated 9 ra a material is recommended. • •.•• '•• a •.ie.' ,•. a, �•. • ,� ,' • ' • Slab Notes: '�` j •` 4* •• * Isolation joints are to be installed between the slab and the walls. Use preformed joint DRAWING NUMBER GxG welded wire mesh filler that is to be cut Y2 inch below the slab surface and the resulting joint is to be filled with WIT#CB0823VM • •• �• ••' a'. ,•d ' d.' •; an elastomeric joint sealant. r, '• 4" minimum thick gravel a ': Drawn (maximum 2" 0 rock) ° . *Contraction joints are to be installed as shown in the drawings and are to be Y the 08-15-2023 thickness of the slab but not less than 1 inch deep. 16' vapor retarded (plastic sheeting) *The welded wire reinforcement is to be placed in the top third of the slab and is to be SHEET (compacted or previously adequately supported by precast concrete bar supports to assure that the reinforcement is undisturbed sod) held in position during concrete placement and finishing. Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education ' s ';� Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed r , 29' Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or i'. J AN 4 2024 tJ Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her (�)�SLcale: signature and the date of such alterations,and a specific description of the alteration.ndation Details 1/2" = 1'-0" So.,. . . . , e4mrd oI Trr' s,_. Simpson MSTA 3 14'-14' 14'-14' _ -- _ _ _ -r- _ _ -r - - - �- -- , 5.25 x 16 Plus PSL I I I I Simpson H impson H8 ( I I I Paul H Bosco I " 2 x 10 C " 2 x 10 C " Roof Section Details I I I I Architectural Drafter x 16"OC x 16" OC °' x A I ( I I Scale: 1/4" = 1'-0" I I I I P.O.Box 2473 v ~✓ v I I I I A uebo ue NY 1 I I I I I q g 1931 I x 6 Post I I I I 631 .375.7374 C 5.25 16 Plus PSL _ ._I_ _ _ _ L _ _ 1 _ _ _ _l_ _ pauldrafter.com oR rn pFz� R 16•• 2x10RR 2x10RR 'Lfi1 OC 12 c i 16"OC c� 16"OC " " o Simpson BCS 3/ —15 X olumn Base Zone 1 Zone 2 Zone 3 A a� c� S-2 M co structural reviewed by v . . . . Field 6° oc 12" oc 4° oc Condon Engineering, P.C. . . 5.25 x 16 Plus PSL . , . ' 5.25 16 Plus PSL �� 4" 4" Panel Edges 6" oC 6" OC 4" oc 1755 Sigsbee Road Mattituck, NY 11952 B 6\\15 5 4 x 5 4 Plus PSL ,,, Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, 631 .298.1986 2Thick Roof Sheathing with 8d Common Nails or 10d Box Nails 2x10RR m 2 x 10 RR -'�x 5 4 Plus PSL Roof Sheathing Nailing Details 16 OC a 16 �I" weld column plate 10"x 10"xy2' base Scale: 1/8"= 1'-0" r� SS6x6x 5 " SS6x6x 04 C C I 2 with (4) /e 0 x 1 2 long anchor bolt 2 x x x SEAL " " " C0 ro o5ed 6" concrete slab cabana floor 4 F N .� approximated grade ��O E 4 -.--- 16 Plus PSL o 6x6 welded wire mesh t;'�•`.:;. �`�� 0��0 4" minimum thick gravel (maximum 2" 0 rock) Framing Notes. 6 vapor retarded (plastic Sheeting) - 3'-0' (compacted or pr"ou51y '7 y p g 1. The contractor is to verify all measurements in the field and an discrepancies are to be brought to � W 29-0l, undisturbed 5011) the attention of the Engineer prior to construction. Ln- 29-01, 2. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: �O w`P�,� B Section Details FESSI� Scale: 1/4" = 1'-0" Fb= 825 psi Fv= 95 psi / Fc perp=625 psi E = 1,600,000 psi PROPERTY OWNER • ' ' 3. All Parallam (PSL) Lumber is to have the following minimum specifications: • Fb=2,900 psi MATTITUCK VETERANS Fv=290 psi MEMORIAL BEACH • x 6 Post Fc perp=750 psi 5 4 x 16 us SL 8"0 Galv. Screw Bolt E=2,000,000 psi ADDRESS 5,,O Galv. Bolt 4. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in 11280 PECONIC BAY BLVD HSS 6 x 6 x'Z HSS 6 x 6 x2 accordance with the manufacturer's specifications. 2 Mattituck Park District 5. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Town Of Southold, NY connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All a x 5 4 Plus PSL connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. PROJECT NAME 5 4 x 16 Plus PSL 6. All bolts nuts and washers are to be hot dipped galvanized. Ocean Front OBeam Connection Details Beam Connection Details � Column Base Detail Steel CABANA Scale: 1/2" = 1'-0" D Scale: 1/2" = 1'-0" -0" 1. All steel is to be ASTMS Specification A-992-50 p CONTRACTOR 2. All steel used is to be Galvanized in accordance with ASTM Specification ASTM A123 $'f�J Bolt Hole a"Q1 Bolt Holes 10" 10" 1 ! 3. All bolted connections are to be made with A-325 Galvanized bolts. 3" 21i 5 4�� 311 _ 4 2,1 3 5 4, I ! TOWN LICENSE# ih I 3. Square/rectangular and circular columns are to be ASTM Specification A500 Galvanized. a"0 Bolt Hole _ - - - - . - - - - - fb - - - - - - - - - - - - o _ _ _ _ _ _ _ �, ( ! 4. All welded connections are to be done by a certified welder and conform to AWS and AISC DRAWING NAME - - - - - - - I A� - - ---- - - - - - - - - - - ------1 - - - - - - - - standards. I D t I M 5. All weld joints are to use E70XX electrodes. 3 211 j j 0 SCALE 6. Steel is to be prime coated. 4" 5 8" I I - - - - ; - -ti� - -1„ - 12"All i as noted ------ ---- ------ ------ N 4 All Plates are 2"Thick Galvanized Steel All Plates are 2"Thick Galvanized Steel '9y Beam End Saddle Detail Perimeter Column Base Plate Detail NOTE 3" 5 '-" 4 " = " = All Plates are 2'Think Galvanized Steel Scale: 1 1'-0" Scale: 1 1'-0" Beam Brace Detail Scale: 'r= — DRAWING NUMBER WIT#CB0823VM I I I 1 i i 4 Drawn „ 08-15-2023 I e"f�Bolt Hole a"0 Bolt Holes $'0 Bolt Holes ! 3" 5 5.� e"O Bolt Hole I 4 j ,� �„ 3" �„ $ b 0 Bolt Holes 3 42 54 3,� j M _ j 5-1- 3„ 4 4 2 3�� SHEET I C0 M - - { -co t- --------------- - io I - - - - - - - - - - - - - - - - - - - - - - - - - fi� =tea j j j `T - - - - - - -M - - - - - - - - - - - - 111 1�� 6 I - 1 •x� = 2 17 4 - - - - - - - - - - - - - - - - - 1 - - - - - - - �p cMv Lt _ r j m __ ___-__ - ____-_-_____so_-__-__- _-__-__ -__ -__-__-_`- Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education I = Law,Article 145,Section 7209,for an, I 31 i 3 8 -_-----------------__--_-- --- -----�I,--- ------- --------- ----- ------- ------ - ------------ M � t------------ y person unless acting under the direction of a licensed I I I 311 —3 1" Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing q - --- - - - - -- ----- ------ ----- - , ----- -- ------------------------- the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,An hitea or i EC All Plates are 2'Thick Galvanized Steel �„ Column Base Detail 4 5 8„ 3 2 2" I Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 1" = 1'-0" 8,i - _ 12 5 Lill All Plates are 2'Thick Galvanized Steel 12 4 �I All Plates are 2"Thick Galvanized Steel Beam Central Saddle Detail Beam Opposite End Saddle Detail 8oarci cf T.. s Scale: 1" = 1'-0" Scale: 1" = 1'-0" ... _. m _ Paul H Bosco x 6 Post Architectural Drafter P.O.Box 2473 AV:pauldrafter.com 'bogue, NY 11931 31 .375.7374 2 �1 ,, o� RR z 16 2 5 structural reviewed by Simpson BCS 3/ olumn Base Condon Engineering, P C 1755 Sigsbee Road Mattituck, NY 11952 631 .298.1986 5.25 x 16 Plus PSL , +1 lit� 4 lit 4 SEAL P,��oF NEwro 1 x 1 o� Oo � 5 4 5 4 Plus PSL lit x 5 Plus PSL 00 ll ll II SSIO��\, 1 weld column plate 10 x 10 x /2 base 1 SS 6 x 6 x2 with (4) 5/g" 0 x 1 2" long anchor bolt HSS 6 x 6 x2 111 low PROPERTY OWNER 4 ro o5ed G" concrete slab cabana floor 4 MATTITUCK VETERANS p p approximated grade MEMORIAL BEACH .: d , ♦.e.• • ADDRESS • 11280 PECONIC BAY BLVD CID Gx6 welded wire mesh •` Mattituck Park District • = 4" minimum thick gravel Town of Southold NY (maximum 2" 0 rock) PROJECT NAME 16 vapor retarded (plastic sheeting) Ocean Front 0-01 (compacted or previously CABANA undi5turbed 5011) CONTRACTOR 29' Section Details SOUTHOLD TOWN LICENSE# Scale: 1 /4 — V-011 DRAWING NAME SCALE as noted NOTE DRAWING NUMBER WIT#CB0823VM Drawn 08-15-2023 SHEET Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her 4 20?4 signature and the date of such alterations,and a specific description of the alteration. 0"*?'pJRN7EY OF PROPERTY SITUATE.* TOV�N: SUFFOLK COU=, a C A SUFFOLK COUNTY TAX WS 1000 - 126 - 6 - 1-7 pie ^t x 1000 - 12(b - 6 - 18 ede pf x x fxF8�6 5URVEYED: JUNE 25,2006 i I S x O 5EPTIG ADDED JULY 18, 2006 x o / O hGatfiftick Park Distict 0. Ir'� of I,C' moo^ .� e X \ ° / - ---- gazebo \ + ° a (� m 0 \0 K x \\ \ °Ql� 1 \ "�oj 1 \ x \ JL IL oQN.) x 4 � �� ��K\� 1 ^ -O (D t1 o U \ X/ GOP . ao0 Aec� O o, O 1 \ \ 5 ao Sr 4� \ omo \ c AY - �. \ O i / 'A Ol ° °\\o co I 1 \J \ \ /O O <y / lit 43.4 c� + o O / Notes: MONUMENT FOUND PEMA FLOOD ZONE5 A5 ANNOTATED FROM FIRM MAP NO. 36103GO482 6 DATED MAY 4, IGGB '�\ / Hansa n u.m >A�I a me ixa e,xvey+rs it t °only copses rrom the a mai ar tris onM+r AF EA = 286,305 5F or 6.5-13 Acres _ /� rttrnrmoea seol 9r i�oe IA.reA[o tag.aiw n„« '�eenrrka!in�-,nA:emew Hereon ar, f °V"e9y woe�ren.Mwe.r acc`rarrnu a nrtn the e.- 9 t" l.�tle -1 `rv'+e�ctlrrpteA y+.s sna ce.7.a—t—,Han rvn ony lTJ fhig lien Yak State M9oLkYren M FYnfeserorat trn tyre p—for—tna—N.fre,xsgA, • �/ o,a�m r�s e�elnn b nre Inge wr.pra„gn..,rrv.�en- b Yfe a»kjreos of tM IerY1tK,M!IbR�m. LerLnea- `��.� IL:rrer�aA ra!o-lo�e'e�em.b mztw+a rR.uee�mba JOHNTC. LAND SURVEYOIR 6 EAST MAIN STREET N.Y.S. L,IC. NO. 50202 o\ GRAPHIG 5GALE 1"= 30' �• RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF\\Compagserver\pros\06\06-203.pro