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HomeMy WebLinkAbout1505 Birdseye Road, LLC ELIZABETHA. NEVILLE TOWNHALL, 53095MAINROAD TOWN CLERK P.O. BOX 1179 REGISTRAR OF VITAL STATISTICS SOUTHOLD NY 11971 MARRIAGE OFFICER FAX. 631-765-.6145 RECORDS MANAGEMENT OFFICER TELEPHONE: 631-765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork net I%NUOI-0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD APPLICATION FOR PUBLIC ACCESS TO RECORDS INSTRUCTIONS: Please complete section I of this form and give to Town Clerk's Office (agency Freedom of Information Officer). One copy will be returned to you in response to your request, or as an interim response. SECTION TO: � { (Department or Officer, if known, that has the information you are requesting). RECORD YOU WISH TO INSPECT: (Describe the record sought. If possible, supply date, file title, tax map number, and any other pertinent information). kA , Ql,'� S Signature of Applicant: PrintedName: Address: Mailing Address (if different from above): Telephone Number: Date: L 1 ! [ ] APPROVED [ ] DENIED* [ ] APPROVED WITH DELAY* i Elizabeth A.Neville Date Freedom of Information Officer Hand carry to department? Accepting Clerk's Initials Yes No Applicant's initials *If delayed or denied, see reverse side for explanation. --� SURVEY OF PROPERTY A T ORIENT ITR - 9 2018 TO WN OF SO UTHOLD 1000 Southold bvyn SUFFOLK COUNTY, N. Y. Bnar f ra ` v�� - �• 1 1000-17-01-04 Its ' i' : �► SCALE: 1 -- 40 OCTOBER 17 2012 S. NOVEMBER 30, 2012 (REVISION) JANUARY 2, 2013 ADDITIONS ""'-10--'- --_-_- AUGUST 2, 2013 (REVISED BLDG. ENVELOPE) � \1(k� %f 1?Zone Line --\/0 OCTOBER 30, 2014 (CLEARING & BLUFF LOCATION) Olv / ; /, Ti ; �- - JANUARY 03, 2018 (PROPOSED HOUSE) / �- _------ - _ , �� JANUARY 24, 2018 (REVISIONS) 6.0�. ,To�e / ,! ___ _ !; APRIL 9, 2018 (REVISIONS) lo"0000 1-11 -�28►�L)F� __ :�6 TOP OF BLUFF LINE AS FLAGGED or- f e�'-,/ � �� ��'�•� BY JOHN BREDEMEYER, TOWN TRUSTEE. doff ' ' �..„ y .... G ' 3v0 0. EXISTING CREST OF BLUFF / , p� !� �,• a�P\G/ E�5/,�0� .. . FLAGS ADDED BY INTER SCIENCE ON 09/23/14, �GQ " F� �o� /FF/ F E' \6 SO EXTENDING THE BLUFF CREST TO EASTERN LOT LINE. N�6 --.--_�Q_-- q�°/A CO \ - PRS % ,' d "\ ` NO s RPG i j,0�' HOUSE\FOUNDATION WALL � '�\��•' \ o° F off` `� � 'ti's t ; 20 TEST HOLE DATA Y P -I'; -\ \ ; „ E MCDONALD GEOSC/ENCEO /x R / \ �' 1%3/12 EL. 21.9 C F'9 FR.HSE `.SFpn©r ' PALE BROWN SANDY SILT ML O� ,%gfc `` , :�Y , WITH GRAVEL IN LAYERS o �,, ,; � OSLO CIV i ^n .� /+ s° 5 8 /Q �, EL J.9' 18,WATER IN PALE BROWN SILTY ML i WATER /N BROWN CLAYEY SAND SC 2g-- Q16j EL -10' 31' 01 WATER /N BROWN nNE TO COARSE SAND SP E � / / j�P� NOTE.• WATER ENCOUNTERED 18' BELOW SURFACE 6 J�\\� R 150 0,3 000 � ` Pave I? sa,. f"t\0 PQ�R#O SEPT I G 5Y5T� DETAIL- NOT IL Nc RAIN RUNOFF CONTAINMENT FINISHED GRADE PROPOSED HOUSONARY CH 5E ROOF AREA • 6,028 5Q.FT. \ O EL. 20.0 AI N 6,026 X 0.17 X 1.0 - 1,024.76 CU. FT. MASONARY CHIMNEY 1,024.76 CU.FT. / 42.21 5Q.FT. • 24.26 LIN. FT. \ 1' MIN. I PROVIDE (4) DRY WEL1-5 64 X 8' DEEP mm � 32.00 FT. REQUIRED I m m m I 25 RIM ELELV. 19.0' I °m \ SEPTIC 110'+ I m m m ® ® ® m m a 1500 GAL.PRECAST ( m m m 2M ® m ® m m I m to ® 2n ® m m ME[ s0. \ SEPTIC TANK 5' LIQUID DEPTH I B m 25 2n ® m m m 9 0m m o ® m em mm I mm m m ® m m ma LI 3' 0m02M ® MIDm9 m m m 9" ® m Is m e 13' SAND COLLAR 8' 0 /r ON i LEACHING POOL 6' �? \ 3' SAND COLLAR-f I `.0. 9 ---� ---� y I\ 8,0 I REMOVE MATERIAL 8'0 TO————— SAND (SP) & BACKFILL WITH ( I SAND I SAND (SW) DOWN TO SAND (SP) (SP) i e = MONUMENT PROP05ED SEPTIC SYSTEM = BLUFF FLAGS 4 DEDROOM HOUSE 1-PKECA5T 1500 GALLON CYLINDRICAL 5EPTIC TANK CEHL from CEHAM Photo 48 e4 x 5' DEEP i-LEACH I NCS POOL-5 8'� X 16' DEEP Flood Zone lines from FIRM 36103CO064H WITH 3' 5AND COLLAR and actual contours. BUILDING ZONE R-40 \ 3 oa I ELEVA TIONS AND CONTOUR LINES ARE REFERENCED TO NA VD. + U- o' 00 o 1* AREA= 1.356 ACRES TO TIE LINE , � W �o I am familiar with the STANDARDS FOR APPROVAL 'M m AND CONSTRUCTION OF SUBSURFACE SEWAGE Qr- NE14, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCESt�£ , and will abide by the conditions set forth therein and on the ;+ permit to construct. '' �, an, l , .,-„ 't i Il The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A NOLA77ON �� �T `;?, .d1^r1�, 1” S. LIC. N0. 49618 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. l�lAIl� ROAD PEcoN�cp.�SURI%E'YORS, P.C. EXCEPT AS PER SECTION 7209—SUBD/V7S/ON 2 ALL CERTIFICATIONS �SR. ,`Z5) (631765-• �20 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF / SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. SOUTHO A V EL R 11971 TF1 12-260 i ja-;rr!lyrntarrrrr uJ :31rtt:IJr:tam:'41ty of,r^k11,York r•t ui',f,lt l'nncr.".stc (If1FuA,G<p, of t;Rnliatvr+;V . t Now York EuEIV Mr. Michael Kimack i ! PO Box 1047 Southold, NY 11971 APR 9 2018 `J Apri 12, 2018 Southold Town Board of Trustees Dear Mr, Kimack: New York Sea Grant neither supports nor ox)poses the development of 1505 Birdseye Road in Orient; the purpose of this letter is to discuss the science-based coastal processes that are occurring on and around this property. The foll8wing assessment can be used to assist both the owner of this lot and those surrounding while determining the most sustainable development options prior to initial construction in Ian effort to avoid costly repairs. On this property, boulders to the east and wf;st play a role in stabilizing the shore. Additionally the beach is composed of larger pebble;s, which will require higher wave energy before experiencing sediment movement, unlike finer materials such as sand. The narrowness ofthe Long Island Sound protects its shorelines from larger ocean waves. Typically, waves in the area are generated by local winds and the buildup of larger waves is prevented by the limited fetch. On average, the wave heights are 0.5 meters, however during storms waves can potentially reach well over one meter, Being that this property is located along the!Long Island Sound, recession and rates of erosion are a main concern. Long-term recession ra�es for this property's beach can be determined by comparing sequential sets of satellites imagery, It can be assumed that the erosion rate in the near future will be similar to the average rate in the past, However, this can be misleading since severe erosion will not occur gradually. Going through the past 20 years using satellite imagery, the property's beach width tiaturally fluctuates, showing both periods of erosion and deposition. This beach will likely coritinue to fluctuate in width as Long Island is subjected to both winter and summer storm. HowI-ver•, its stability over the past 20 years is encouraging, during which it has survived multiple (storm events, including Superstorm Sandy in 2012. i i This property is situated on a northwestern f'acing shoreline that includes a bluff. These coastal features are, composed of a heterogerrtI.ous mixture of unconsolidated glacial drift; large boulders that have eroded from the moraine are typically found along the shoreline. A. major cause of bluff erosion is undercutting by wave action and the subsequent slumping and collapse. This occurs once the beach lras becorne eroded or during periods of elevated sea levels when waves can cut away at the 'toe of the bluff. The mean tidal range is just over one meter near Orient Point; this again can be much higher during storms due to surge, As aforementioned, the bluff on this property faces northwest; this orientation provides i NEW YORK SVA GRANT fs'r%�x�irr�.Srir°:ter;n flu .i/aa�r 1,16 Suffolk Halt o SUNY at Stony Brook 0 Stony Brook,NY 1179,16002 0 TEL:mrC31.632.8730 0 FAX.631.632.821E-0 s9b1,onyb@cornell.edu o m miyseagrant.orr, mpinyrd opportunities-n asnsnG=auo xdh t,ornr:l Caoporadvn ot E,wwiJon,ILS.Depa=tmeof Agorkd(uw and V.S Min York Sia Grant Ex(ensinn P:ngrarr pruvidas F.�Lat P•nf,iant aid Equal F of Coni mu r nru i.onp crr diq Ca:uuy Cerpuresrva Fatrnsuu AsancmGu=y f fF I a � e I I NI r3'kit CI-Alt Cl7(,4'Z^r'. Seatut Nero York some safety from any larger Atlantic Ocean waves that slake their way into the Sound. Sea level rise is another factor to consider, currently iter this area the ocean is rising at a rate of three millimeters per year. Although this rate is srnall, the property owner may want to take this into consideration of their building plans. Vegetation is the main stabilizer of bluffs and plays an important role in slowing erosion rates. Due to the sharp contrast between vegetated and exposed areas, erosion features are easy to seer This property's bluff face is well�Ilegetated with mature bushes and trees that are acting to prevent erosion, When more of the bluff face is exposed, a greater percentage of the shoreline will rapidly recede. An unvegetated (bluff could erode at rates as high as 2 meters per year. Although these bluffs and beaches can intr,Ioduce complex dyiiamics, issues related to coastal features can rarely be generalized and typr{-,ally require site-specific studies, This assessment is merely an initial step, if further scie»tific studies are deemed necessary, then an examination of the bathymetry adjacent to the property and more precise calculations of the rate of erosion in this area would be useful. i Sincerely. I Kathleen M. Fallon PhD Coastal Processes and Hazards Specialist New York Sea Grant 146 Suffolk Hall i Stony Brook University �. -Stony Brook, NY 11794 i (631) 632-8730 I K.mf228@cornell.edu I I I I i i I i NEW Y+:3RV SEA GRAN Is=:.r :r•, r:i:>r>t :rs:tr,.5frae i'1t S:ltfviv,rielll o SUNY of Stvny L'[ c3 a Ston}©rvvk,NY 2279=3302 v 1 Er..631032-8730 a FAX,631.632.8216 t sgs.ongtr corrc 1,edt;.1 wv.,v,nrseF=1 zs�t,vrt; ti`A raH•=ra fr'Snr Eu<r....rvor,=;,^„a:�>n xgrrc„nI rr.-d L'S,6eu,s.'�-r ta Y,crt w'uq£ouol E»ryfoy"10:t Qc W'1'.rn,es•n ass5re..aa4� .ln Cu'nr"rvv_r,su,r L.icawa<•U.S,U=ua,trt.ni ni q' ' Michael J. Domino,Pre ,QSOFF(l(I!C'O, Town Hall Annex John M. Bredemeyer I11,Vice-Press ent ���-" Gy 54375 Route 25 Glenn Goldsmith ca P.O.Box 1179 A.Nicholas Krupski 1_� � Southold,NY 11971 Greg Williams y#ol dap! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: // ® a Completed in field by: --_�10101el Michael Kimack on behalf of 1505 BIRDSEYE ROAD, LLC request a Pre-Submission Inspection to discuss protection requirements for the intermittent ponding area; non-disturbance area; and setback recommendations; and as per Zoning Board of Appeals request. Located: 1505 Birdseye Road, Orient. SCTM# 1000-17-1-4 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback W ' er Required 1. Residence: 100 feet "3 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_z Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland I Coastal Erosion Emergency Violation Non-Jurisdiction Survey :5 5 years: Y/N Wetland Line by: .F'O ���cJ'`�� C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: f J. Bredeme er M. Domino y om no G. Goldsmith N. Krupski Williams Other Page 1 of 2 Michael J.Domino,Preo�oSUFFO('I-cOa Town Hall Annex John M.Bredemeyer III,Vice-President �:.A 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Michael Kimack on behalf of 1505 BIRDSEYE ROAD, LLC request a Pre-Submission Inspection to discuss protection requirements for the intermittent ponding area; non-disturbance area; and setback recommendations; and as per Zoning Board of Appeals request. Located: 1505 Birdseye Road, Orient. SCTM# 1000-17-1-4 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams E. Cantrell D. Di Salvo Other Page 2 of 2 a ...-�r��...r �•-^.Y^^!—�' i • � �A'+nx C wr>sv�iK:�'Y_''.�SY�axa ISLAND SOJC�O / O 15 L 40 Mo m 0 •tr. � r bJ 91 1t1Y' t5 R 1, i L5A a inA O 5 a `)-m5 r8 ! 11A1 3 2 it j1t ti!\�F • x111 14 ttt t 2 tis ' 116 i% L�� / yto 21A St ?11A p1 zt1Al1 mt �`",° t` N r• S 22 txt 111 16 ® 26A(c) ro9 �` 1.fA V FD a N 11 t 1Al) + +tt m e5 ttA ,y 3 to i t51 1 aL2 b �+ i B 10 114 / Ar-'. J ; / per �If r © Rs n � 1 .�� Jam--• „�, { NOME COUNTY OF SUFFOLK (� K �+++� SOUiNOID SECTION NO „`k'�'_ - ={.`.1�•:O t` -- -- a`e' wtcurc¢Aunwiweusan E t RealProperty Tax Service Agency r . r.. ....an.tt.o +. - >_J- 017 a�ar�w eros..:. �• ..c., - .. «. �..... a, � � .:^^gid- :ems, w .� ...m• •- . . .._-,.,a.. »s�= _— - - •m�AS+6x 'AS's c:i.'--_ :a _ ".�.��a....-r�___•__.. _b's:��d:�..�.av Michael A. Kimack ATTORNEY AT LAW P.O. Box 1047 D7EEl'%n E n Southold,N.Y.11971 VCell No. 516-658-6807 E-mail: mkimack2@verizon.net -- March 1, 2018 To: Southold Town Trustees Subject: Second Pre-Application Site visit I respectfully request a follow up pre-application site visit at 1505 Birdseye Road, Orient. My client, 1505 Birdseye Road LLC, Carlos Zapata, Member, would like to construct a new dwelling with garage that is less than the permitted 100 foot setback from the top of bank. The top of bank runs west to east a little more than half way across the property. The property continues to rise from the proposed house location to the located top of bank. The slope is well vegetated with an approximate slope at the steepest portion of 23%. At our recent ZBA hearing, the Board wants to consider your input into your protection requirements for the intermittent ponding area, non disturbance and setback recommendations. I thought it best to schedule a second on site meeting where we can see more definitive plans. This should give you the necessary information in response to the ZBA Board. The property tax map number is 1000-17- 1-4. Enclosed find my check in the amount of$50.00, made out to Town of Southold for the pre application visit. Also enclosed is a proposed site plan. You have my original Affidavit and authorization on file with the first pre-application request Sincerely, 4�1�/_�'I � Michael A. Kimack, Agent ............... ....................... ...................... q,Iq 053296 Ch Date ........... LU LU Received From KtmAa-, ANK a 0,06 Address ...... ...... .... 1 Sys Dollars$ i FZ ----- ;zt m US-a 0 U- 1- 0 U. z IIU 00 (1) AMTOF QAOW 9 NI AM E PAID (X .50 &V By--- SO iii[DUE LOOSE STRAW WEDGED BETWEEN BALES COMPACTED SOIL ANCHOR STAKE ADJACENT TO BALES TO BINDING WIRE 2" x 2" (NOMINAL) WOODEN STAKES PREVENT OR TWINE OR STANDARD STEEL POSTS OR UNDERMINING EQUIVALENT. MINIMUM OF 2 PER BALE. STAKED AND FLOW ENTRENCHED STRAW BALE _` ' `\ I � � ` � � � � � �\/�\'`�\ � � i•• � EXISTING GROUND .10 V i •` `•`� �� ' EXCAVATED TRENCH MINIMUM 4" DEEP BY WIDTH OF BALE 00 �G \��. \, ISOMETRIC VIEW TYPICAL SECTION VOZ 5 SACH ACCESS \ STRAW BALE DIKE DETAILS ' \Ni�W SCALE N.T.S. `�� iCLEARED & BUILT BY HCND '\w� / ACCESS FROM LAND , �o i! �`'' FLOW DIRECTION (o w w 36" MIN. 2X2 FENCE POST 10 1b " ' 4� /'' .'f \ ,�,. l8'� GEOTEXTILE WOVEN WIRE FENCE p, /i' � �: p'� 131 C FABRIC (6X6 -10/10 WWF) z _ — TOC FILTER CLOTH ��� •-•d- \,\� ''O } EXISTING •, ' O��' +�? ° No '�' i GROUND EXCAVATED AND o \ ti % '(� \ EXC _�AND BACKFILLED TRENCH EXISTING GROUND s� , 11, BACKFI I.EL D EDEN H N / /%�/��/� /�� �� // . G f,fes NEW 6' \/Ow /' i` '•\ ,�'°+ FENCE NEW 8' / EMBED FILTER CLOTH DEER FENCE MIN. 6" INTO GROUND ' ROOF ISOMETRIC VIEW 4" TYPICAL SECTION i ooc" '` `� V TER r3 SILT FENCE DETAILS \ •� � SCALE N.T.S. loo, w �-�� ;%r .� ✓'� ,\'cs: 0 3/4„ 08" THREADED `Z\ !�` •\p, BOLT (C/W NUT ,�°� PWOTOVOL7J41C, OdF \� • ���•, . � ✓�'� ,y.�, \ a� AND WASHER) GATE W/WIRE MESH WELDED TO WOOD POST �, h., r . ✓ \ \kp WOOD POST / ; y: ;�� SUPPORTP LATE @10' O.C. • 2 \c '' � DW '� « 12 1/2 GA. FTM TERRA V 11« BARBED WIRE O 1 1 DWi-i lift \ .Poo \ ✓' \ `t; I HINGE ,1« STAGGER HOG RINGS ('� OOL •!' \ \ ' 1 DW �► ' lia OR WIRE TIES AT V-0" J C ;� 1 l NEW 6' FENCE -. `' OAC 1 1 "' ALTERNATING INTERVALS ` tl w� NEW 8' > Dw a n« "` Q y -- DEER FENCE 11« * FENCE WILL BE LAID TO AVOID LARGE TREES o s- l 1 l P �, AND DISTURBED AREA WILL BE REPLANTED 1 ' NE\� PEDESTRIAN 1,« 11 GA. WIRES D �? WITH NATIVE VEGETATION. ;f ENT BRIDGE ®6 CENTERS SEPTIC ` \ \,\� �; 1,« APR - 9 2018 FR.HSE , �`\ PC w .. 12 1/2 GA. $ _ BARBED WIRE GRAVEL 0 d I u I Southoid Town !' \ DRIVEWAY `' { NEW 8' FRONT VIEW— BEA HI ACCESS GATE Pardo Tr , 4 DEER FENCE DETAILS r. 17; " DEER FENCE i g0/' �� SCALE N.T.S. EW PROPOSED POST CENTERS, 68" WOOD NEW 8 �,-' �o, � WELL END POST INDEX \DEE FENCE it \ g NEW EN I " EROSION CONTROL SILT FENCE SURROUNDING CONSTRUCTION \ `,. GATE 'I HINGE DISTURBANCE. ? PARKING � � GATE W/WIRE PROPOSED CONSTRUCTION ACTIVITY AREA: \ 20'-0" v:y S 0'25 -� �,� MESH 27,473 SF (0.631 ACRES < 1 ACRE) \ \ •. � a TEST HOLE I TOP VIEW-BEACH ACCESS GATE AREA TO BE CLEARED OF DEBRIS, DEAD AND/OR DYING TREES, \ - ('� NOTE: USE ,MCDONALD ® � TREES REMOVED IN CONSTRUCTION ZONE. GEOSCIENCIL 10/03/12 REMOVE GREENBRIAR VEGETATION.TRIM TREES AT TOP OF BLUFF. \\ / N i s BEACH ACCESS DETAILS —� DEER FENCE SITE PLAN SCALE : N.T.S. SCALE : 1/32" = V-0" I 0 WELL-2 WELL DESIGNER: ARCHITECT OF RECORD: PROJE : DRAWING TITLE: JOB NO: 1705 C A R L 0 SDATE: NOV. 16.2017 SITE PLAN SCALE: 1/3T-4-0" Z A P A T AyORIENT HOUSE �� �Y P°o� SHEET NO.: Andrew Pollock Architect, PC � CLEARANCE DIAGRAM S T U D I O 1505 BIRDSEYE' ROAD 561 bmadway,4A/4B New York,NY 10013 56 SOUTH OXFORD STREET, BROOKLYN,NEW YORK,11217 ORIENT NY11957 LT 212.966.9292 F 212.966.9242 T:212.620.0044 T,q OF A ,, 1000