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HomeMy WebLinkAbout1000-144.-5-14 OFFICE LOCATION: ���rg SU(/l�Qp MAILING ADDRESS: Town Hall Annex '` O P.O.Box 1179 54375 State Route 25 [ l [ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G • Q Telephone: 631 765-1938 Southold, NY 11971 COU LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: November 13, 2018 Re: Local Waterfront Coastal Consistency Review for JOAN OTEARY SCTM# 1000-144-5-14 Winston Ely on behalf of JOAN OTEARY requests a Wetland Permit for the existing 2,381 sq.ft. dwelling with attached garage and enclosed porch on slab foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq.ft. two-story dwelling consisting of demolishing existing front and back wood decks; demolish 94sq.ft. section connecting dwelling to garage; remove entire roof; remove existing chimney and install new; construct a 221sq.ft. one-story addition on slab foundation onto eastern side of dwelling; construct a 191 sq.ft. two- story addition with basement foundation (for mechanical room) on south-western side of dwelling; construct a 763sq.ft. second-story addition on westerly side of dwelling; construct new roof on dwelling and now 414sq.ft. detached garage; install 266sq.ft. of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below on the landward side of dwelling; install 1,036sq.ft. (16'x64'9") of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling; install 513sq.ft. of permeable pea gravel (with stone reservoir below) walkways along the western side of the dwelling; widen and replace existing 716sq.ft., 19' wide driveway to 24'wide using permeable pea gravel with stone reservoir below; install 200sq.ft. of permeable bluestone slabs set into grass with stone reservoir below on landward side of dwelling; install electric solar array on new roof; install a 4'x12' concrete mechanical pad on the eastern side for A/C compressors; install planting areas around dwelling; install a 25' wide and 3' tall wooden farm fence on the western side of the garage extending to the western property line with a 4' gate; abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to drywells, and in accordance with Chapter 236 of the Town Code-Stormwater Management. Located: 770 Old Salt Road, Mattituck. SCTM# 1000-144-5-14 Note the parcel is located within FEMA flood zone X (0.2-percent-annual-chance or 500-year flood). 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 provided the Board considers the following. 1. The installation of a I/A OWTS due to proximity to surface waters and high ground water conditions is recommended. Funding may be available to the landowner. 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 Town of Southold NOV 0 2 2018 LWRP CONSISTENCY ASSESSMENT FORM Southold 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 poli�y standards and conditions contained in the consistency review law. Thus, each answer must be ext)lainM 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. D. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 - 144 - 5 - 14 PROJECT NAME 770 Old Salt Road Renovation The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ 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: ❑x Nature and extent of action: Renovation of existing 4-bedroom, single-family home to expand the foot rinp t sliobity-and-add a partial-SB=d floor. The project will not expand the house in the direction of Great Peconic Bay(besides legally rebuilding the current illegal front deck in slightly different configurations). The house has no basement and is constructed as a slab-on-grade concrete foundation The rearmone patio wi 1-be�s wi a surrounding yard finished gra ing.413 sq.ft. of habitable space will be added to the existing first floor while 761 of habitable space will be added as a second floor 5Ce Old Salt Road LLC Winston Ely 770 Old Salt Road Mattituck,NY 11952 Cell:347-236-0141 winstonely@gmaii.com October 31,2018 E V C, Southold Town Trustees I Town Hall Annex 54375 Route 25 NOV — '1' 2018 P.O.Box 1179 Southold,NY 11971 Southold Town elizabethc@southoldtownny.gov B a d of Trustee' Dear Trustees, I am submitting this letter in order to better describe the renovation.work we are proposing for 770 Old Salt Road,Mattituck,NY 11952. F.xiRtingHo■se • 1700 square foot single family single-level wood frame house built in approximately 1957 %ea c o e--- ' t • Existing house is 4-&wA4jr(Pre Existing Certificate of Occupancy obtained 8/17/2018) • Existing house has a slab foundation with no basement • 267 square foot porch that was enclosed at an unknown time • 414 square foot single,car garage • 447 square foot illegal raised wooden deck on waterside(17'-6"deep x 25'wide) • 250 square foot illegal raised wooden deck on street side(irregular dimensions) • Existing 716 square foot 19'wide driveway is stone and oil • Existing septic system(installation date unknown)is in unknown condition and will be abandoned • New seawall installed in 2005 and built in-front of historical concrete'seawall(DEC Application# 1-4738-03435/00001) Proposed Renovations q n tJ2t�1b0 Y"1 • Renovation to increase habitable living space to 3,143 square feet but maintain 4-kHoiirstatus • Strip all interior/exterior finishes • Remove entire roof • Demolish 94 square feet of habitable living space that connects house to garage • Demolish both illegal raised wooden decks • Demolish existing masonry wood burning fireplace and build new masonry wood burning fireplace on Eastern wall • Add 221;square,feet of slab foundation with single story of habitable living space on the Eastern side of the existing house, • Add 191 square feet of 6'or 8'of basement foundation to be used as mechanical room with two stories of habitable living space above on the South-Western corner of the existing house • Add 763 square foot of habitable living space above the western half of the 1st level • Build new asphalt roof on both 1st and 2nd levels as well as garage • ,Add 266 square feet of permeable 12"x 18"cut Bluestone patio with open sand swept joints and stone reservoir below to the street-side of the house • Add 1036 square feet(16'x 64'-9")of permeable 12"x 18"cut bluestone patio with open sand swept joints and stone reservoir below to the water-side of the house • Add a 4'x 12'concrete mechanical pad on the Eastern side of the house for A/C compressors • Add 513 square feet of permeable pea gravel walkways to,the Western side of the house with stone reservoir below • Widen the existing driveway to 24'to allow for 2 cars to park and change driveway from stone/oil to permeable pea gravel with stone reservoir below • Add 200 square feet of permeable bluestone slabs set into grass with stone reservoir below • Add 320 square foot(32'x 10')electric solar array to South-facing single story roof • Add a 25'wide and 3'tall wooden farm fence on the Western side of the garage extending to the Western property line with a 4'gate • Install new 4-family septic system(application submitted 9-17-2018 and is pending with Suffolk County Department of Health Services) • Install 4-8'concrete-ring drywell under the widened pea gravel driveway,2 on the Western side of the house under the pea gravel walkway and 3 under the water-side grass yard;connected to the house roof downspouts with 8"PVC piping connections. See drawing A-120_"Stormwater runoff management site plan" as part of this Trustees application • DEC Letter of Non jurisdiction filed for 10-15-2018 and is pending. Clay Colefield,Marine Biologist and Expert Witness in Aerial Photography is confident that we will be granted this release. I have attached the letter he submitted to DEC to this Trustees application letter. Sincerely yours, Winston Ely Location of action: 770 Old Salt Road Site acreage: .36 Present land use: Residential Present zoning classification: Residential 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: Winston Ely (Contract Vendee/Applicant) (b) Mailing address: 507 Clinton Avenue #1, Brooklyn, NY 11238 (c) Telephone numbe : Area Code( } 347-236-0141 (d) Application number,if any:�! Will the action be directly undertaken, require finding, or approval by a state or federal agency? Yes 0 No❑ If yes, which state or federal agency? NYS D.E.C. 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. poster 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 ❑x 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 I- (- 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 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 F-1Yes ❑ No 0 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, ❑ ❑ a Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWR.P Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No 7 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 ❑ No Fx� 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. ❑ YO No E Not Applicable Attach additional sheets if necessary C WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWIIP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Fx] 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 0 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. El Yes F ] No 0 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 0 Not Applicable PREPARED BY Winston Ely TITLE t)Vendee/Applicant) DATE(Contract S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 EE _� I.EIVE OCT 1 2018 SALT LAKE LANE Southold Town Board of Trustees- DWELLINGS W/PUBLIC WATER 150' U.P. _ WATER MAIN OLD SALT ROAD S 71°05'00"W 75.00' l'lbti MON. MON. EL 8.0 \ SMIN EL 7.9 9 7871± W.M. ,z a j IckLP I EKP LOT 2 Z ! I EX LP LP PROPOSED O �I 4 BEDROOM SYSTEM DWELLINGS o ajLP (6)LP GAL S.T. W/PueuC WATER�, �; IrB LOT 3 � (s) 2'DEEPxxa'0 L.P. -� 150' Oo y� ' LP I m� N lot I EL t CONC. APROEL z m, '•: :::20.3::.:•.•: µI :::•EXIST i?:'::: OF DOW GARAGE:.::; S T. P'WfRlkl m �C •:::: z 0WSE11DIC 1D BEj w .r•GF:;.:•9.3: EL I9-2 •s --t—� b I LEAN—OUT :•.: / 9.2,.E \ I EL 8.5 LOT 4 PROP BRIM( \�\i\\ ,P.P;,,. {.::.::•'•'i\ \� DWELLINGS 25. , C � ZW/PUBLIC WATER EX�N EL 9 STING i• i\ L1° PROPOSED LOT COVERAGE 1 SERM.;.:;'::::.:•; •i .2 ' _ \ `' (AS PER WE DESIGN WE BUILD) :: :.f:••:#770; OEMSwRitRY o DECKS, PORCHES & OUTDOOR SHOWER: 256 S.F. D �• :'';'.:";::::. \ 10 BEABwDtLRfD a Wtwim :... ; .FFl 11.2;`.`.'.':,'::'••:;'\�\ ,� HOUSE: 2,273 S.F. :::;.`• :•.:: 1.?:•.,.;;...::. '•;; .::'.:.:::: NM a0ww colAtsE `C GARAGE: 415 S.F. PRop TOTAL PROPOSED COVERAGE: 2944 S.F. or 18.6% ADDmOtV \i\�\ \i. EL 8.5 \�\�\ i,D0 ppA�•\�\ :: ;.:;:•;;\�\ LOT AREA: 15855.9 S.F x 20%=3171 S.F. pip 4.8' COO�G :;;,::;;'%%;"�I%:::'%%:::;..;:::5;;;:::::% EL 9.�4 ELEV. 8.5 ' l: PE{VfDUS DR BROWN TYPICAL CLEAN OUT "' OL 1.0 .", 'p + :' � ;:;: EL 8.5 DY LOAM SLATE OR — SUITABLE COVE STOPPER END __ o w BROWN OR PLUG `D 4' ------ EL 9.7 a' SM OAMY SAND 2.2' 0 TO BE — PALE x BROWN , 30' ELBOW o ZONE X MEDIUM 3.3 60' WYE .. EL 8.6 FLOOD ZONE BOUNDARY EL 8.8 SP SAND ZONE VE(EL 8) GRAVEL FLOW STONE SPLASH AREA 3 — HIGHEST EXPECTED rCONC. SEA WALL WATER GROUND WATER 0001u, L S 79005'00"W a 100.00BULKHEEA'y `_�� A D LOCK PIALE EL 2.0 MHW AT BULKHEAD BROWN MEDIUM 6.0' GREAT PECONIC BAY &1D GRAVEL FFL 112 Cover to grade AUG 28, 2018 if drop"T"m used on inlet Locking cast-iron K. WOYCHUK LS GRADE 9 2 cover to grade GRADE 8 5 CLEANOUT Chimney N 20" Min 20 Min Locate drop"T"under access Z (7 5) opening for maintenance ]°let House Invert '(7 25) a; �: a uet ® ® ® ®ED (7 46) Islet EM p m 9 0 Min 4"dia.SDR 35 pipe> •P (6 75) (6 67) t� im m a 0 or equal Pitched 1/4"1 ft Flow a ? Battle m Min 4"die SDR 35 Leaching Pool(typ) 10' min pipe of equal Pitched 1/8"per foot I' 3'collar 8' nn �; Back fill material to be Septic Tank Bottom 8' Dia, clean sand&gravel - - EL(2 42 t ( ) 1250 GAL PRECAST S T ® ®a ® ® ®eo" ® ® ®ao - ® ® ®E30Bottom ofLeachm Pools - - ® ® ®®E3 C ao EI(5 0) - N HIGHEST EXPECTED WATER EL 2.0 REVISED 09-25-18 Sanitary Cross Section THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVA77ON DATUM: 1!6V988 UNAUTHORIZED AL 7ERA 77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LIS70 HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY; MAP OR SALT LAKE VILLAGE _ TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT' MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 18-112 SCALE: 1"=20' DATE:AUG. 28, 2018 PHONE (831)298-1588 FAX (631) 298-1588 N,YS. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk I - J - � m w O'ee �� ,x♦ 3 3 q \ �'R,a''01 ti 0�� 0 M ��\ 0 q 6 A. d'♦9♦+`` +o+ � N♦. �♦'� 61. 9 J,� '>f' E � O �" 9 `� , 3 ♦3 o"� qry`♦ �.J �P'' N=_��_____ '�'�,W t n tP � s 3M1 �s ��1' � a♦♦ R� '1'Y,�l Y � § of Si M1O , �� '',�$ 'O 5 .� ,s, ,v,M1 0-�yq\,�� �♦7" � ��.�',® M1, 0 � ' � mom.. AS i.� ,� j0 :,q' -i� a V` .4>• � Os x.-S• °q5�' ,M1 ` tisry •.{_. .,z. . .. .- '•� .. M1q' � .,�°0 �� ��: a"s•" _,:i r tf }4 to 90 / G' .`S� Y .`w A ✓" _. �P' P y~ �' w�Y � - trF � / s/ � , ' roi'e.'� ��.o� y i .r ' - •, �- .'� �,•�•• ,{ y �l r ^ 1,/ice/ �!N ' ��•�G jP P../` ,}� . t a .. . � ,r., '_ � .�,• -��(�?� .. - +i,3,i. �, .. • � � _ ,C-¢ �Qti`Ot,a S,e:. /fir/ �,J .L �,.°smis,.,-`;, .:.•:ssaw„we::,.'• ,s'- ..e ----- ,--m, — owu.---.-- os..awo .uutrm.u�s 'Kor -SECTION N0 O NancE-• GOUNIYOF,SUFFOLK © swm+ao 'o.w -•�->, ie 21 Z --v-- mum --s-- - gency r E E Real Property Tax Sernce Aw ♦"°'0'°'°�" --1 -- -- -- pstri��mmox oEunPomwuoE i>� ! �Co GNH,RIr ,HY.1190r- tucE oc 1 Y, ;ut+mv..u.;�, C-- ,te..,o ,.s--a'—:— f110m ''e9 -surEmRcourm4nzxnvis vaareitEo ""�' M ;, 144 N wm...,,x.,Nassau --- - wd...�., .y, ^, M•�a.EEr P ,x wsralcr Ho '. PROPERTY MAP S.C•T.M. NO DISTRICT: 1000 SECTION. 144 BLOCK- 5 LOT(S) 14 SALT LAKE LANE SITE PHOTO K E Y DWELLINGS W/PUBLIC WATER —150'— U.P. 50'—rU.P. _ _ WATER MAIN S 79005'00" W 75.00' MON EDGE OF PAVEMENT MON. L EL 8.0J' WM� / EL 7.9 .9 787 LOT 3 #1 I m , EL�.5 _ LOT 2 yl ww N DWELLINGS W/PUBLIC WATER71 n I } –°�-150' m EL 9.1 EL 9.2 cr CONC APRON p Z C)I 20 3' ml Y cn J GARAGE m GF 9.3 I cN EL 9.2 J w m O EL 9.2 cr0 WOOD 13.8' co EL 8.5 LOT 4 �^ DECK a �, ` I DWELLINGS 25.2' 3.0' 18 7' 0.4' CLEAN–OUT Z W/PUBLIC WATER C ® O 150' C EXISTING a N 1 STY FRM. EL 9.2 U-1 DWELLING. p #770 11 4' FFL 11 2 Cnn Ln {' 25.0' EL 85 EL 9.9 ENCLOSE o PORCH 13.7' EL 9 24.8' WOOD m DECK ? EL 8.5 EL 7 E 9 9 O -wP ELEV. 8.5 OL DR BROWN 1 0 ^� O .–� SANDY LOAM DCTJ BROWN = SM LOAMY SAND 2.2' DZONE X n E FLOOD ZONE BOUNDARY EA 4 PALEBROWN MEDIUM 3.3' ZONE VE (EL 8) Y STONE SPLASH AR SP SANDEA & GRAVEL rCONC. SEA WALL -'—VINYL OCK WATER HIGHEST EXPECTED S 79005'00" W 100.00' BULKHEAD IN GROUND WATER PALE EL 2.0 MHW AT BULKHEAD BROWN MEDIUM 6.0' SAND GREAT PEC NIC BAS, GRAVEL AUG 28, 2018 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVATION DATUM _NAVD88................ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR DDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRI �4/ 1, /V�IT G1ARAN7f�E-0 S PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY I�, SURVEY OF: LOT 3 JIU CERTIFIED T0: WINSTON ELY; MAP OF: SALT LAKE VILLAGE CT - 1 2018 TRICIA ANNE MARTIN; FILED- MAY 10, 1940 No. 1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT: MATTITUCK SolmhDldTown SOUTHOLD R�arii P TrnFlres TOWN OF: — KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ff P.O. Box 153 Aquebogue, New York 11931 FILE # 18- 1 12 SCALE 1 "=20' DATE. AUG. 28, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC NO 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk n' 1 AIL I �rti ---- JULY 18TH, 2018 F-� -- PHOTO #1 _ FRONT OF HOUSE �L I OCT - 1 2018 770 OLD SALT ROAD, MATTITUCK, NY 11952 DEC ARCHAEOLOGICAL ASSESSMENT FORM Southold Town WINSTON ELY (CONTRACT VENDEE/APPLICANT) F1.. .J nL Tr.nnpC a 1 f+. _. A r r• 4�ry Y x'`�f "�i, �� ru°. , `r pYi + i �a_ - soon - F A•�• I I OCs - 1 2018 ---� JULY 18TH, 2018 PHOTO #3 REAR OF HOUSE 770 OLD SALT ROAD, MATTITUCK, NY 11952 DEC ARCHAEOLOGICAL ASSESSMENT FORM WINSTON ELY (CONTRACT VENDEE/APPLICANT) >L fl t y Ogg I i L- LkL- OCT - 1 218 l JULY 18TH, 2018 r - BLJr 01 IfUo�c -' PHOTO #4 _ BULKHEAD `- 770 OLD SALT ROAD, MATTITUCK, NY 11952 DEC ARCHAEOLOGICAL ASSESSMENT FORM _�_ kL WINSTON ELY (CONTRACT VENDEE/APPLICANT) ECEB DIDNOV - 1 2018 Southold Tovw Board of Trustpos J A'. SOD CLEAN TOP�OIL ' J—BOLT WITH NUT AND WASHER r 8X8 PRESSURE TREATED TIMBER AW' V1 12X12 CONCRETE ANCHOR 2" BASE AGGREGATE; ASTM NO. 57 ewe r n , ,}� P rn ♦ � Ytr,� -:.�, , • r UNDISTURBED SOIL �w1 1 •G .5. •}r .. � {{���..}}"" 4" PEA GRAVEL MIX 50% PEA GRAVEL/50% SAND FILTER FABRIC ) .t.t'X. '•�' 6" BASE AGGREGATE; ASTM NO. 57 UNDISTURBED SOIL Pi 5 • �¢' •, h' ;�� *' , y�iy4;r� .•�, 7-25-2018 =„ z WINSTON ELY � � ' sy s '' '• "u �� 770 OLD SALT ROAD, MATTITUCK, NY 11952 �,,,' ' ~;� {i'� ;''' ? • '' ^, "' ;' PAVING SPECIFICATION/DETAIL TYPICAL PEA GRAVEL PATHWAY I� NOV - 1 2018 Southold Town I ar of Truvr, - _ SOD n.. y CLEAN TOPSOIL 1-1/4" CUT BLUESTONE PAVERS WITH SAND SWEPT JOINTS 4" SAND BED 6" COMPACTED BASE AGGREGATE; ASTM NO. 57 UNDISTURBED SOIL y . .= - •rrrvswer rnrexnrncwer rnaaJw rn ,: - w+wrwww.rm wuernrwuerm wwnrwa _ f - - r 7-25-2018 WINSTON ELY 770 OLD SALT ROAD, MATTITUCK, NY 11952 PAVING SPECIFICATION/DETAIL TYPICAL BLUESTONE PAVERS J S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 OCT - 1 2018 SALT LAKE LANE Southold Town Board of Trustees DWELLINGS W/PUBLIC WATER 150'— U.P. —..—..—..—.. —..—..—..—..—..—.. WATER MAI _ _ N APPROVED �Y ? OLD SALT ROAD - W.V. IN, S 71°05'00"W 75.00' =`80�4RD OF 1 RUSTEES MON. PAVEMENT MON. �L EL 8.0 \ SWIN EL 7.9 9 7 7'f W.M. iZ a -TOWN-OF-SOUTHOLDEV I LP DATE LOT zI 8' LP LP Novae Ick._Zol g o �o OPOSED 4RBEDROOM SYSTEM DWELLINS1 01250 GAL S.T. ATER o LP LPI I� LOT 3 ,ate (s) 2'DEEPx8'0 L.P. a µ o �I EL i CONC. APRON � m DEcK • ,- m: :::::20;3::..:'•'•. p POM OF BMWI Ni'GARAGE::,•, To BE REWYM S7 m 00]lA1G M I W:GF 93 EL 19.2 z LEAN—OUT . ..... � 9.a�_� LOT 4 FRW.ARM BMW EL 8.5 25. DWELLINGS Jt \ Z W/PUBUC WATER �MPOJiCH :;•.: : \i 150'— 1•,ExisT1NG `.:.... ::.::: �\ EL 9.2 ° ROPOSED LOT COVERAGE cn 1 SN ERM.:.;::;.::: '•: i ;:•;;:;p •DWEwNGi::::...:::{:,:..: \ o LPAS PER WE DESIGN WE BUILD) pRop " :F•:. ��o;:::; ?.,., ;� OM SWW o_ DECKS, PORCHES & OUTDOOR SHOWER: 256 S.F. TO BE AUWM :: '•:':::\i\ ANDfluxtFM HOUSE: 2,273 S.F. :..1':i:: •:'.':: ': t:::`'':.'•::': i YM am am GARAGE: 415 S.F. \�i\i\}•:;: .. "i\ SAND, AFM_ ppp \\ "'' "''"' •` ...'::.`:'•':.': \ TOTAL PROPOSED COVERAGE: 2944 S.F. or 18.6% EL 8.5 \�\\ �, pupal��\ .:.:.'i..:..:.•:\� LOT AREA: 15855.9 S.F x 20%=3171 S.F. EL 4.8' tUlnnti ' ' , ELEV. 8.5 " %%' 1'.' G: DR BROWN TYPICAL CLEAN OUT ' A110 bN EL 8.5 OL DY LOAM 1.0 STOPPER END SLATE OR " 'C";" o w BROWN SUITABLE COVE OR PLUG D `^ ------ s•� o ' SM BROWN SAND 2.2' o -- o �o — m . Em DBT( �m M BE RDi= c 3y PALE BROWN 30' ELBOW 9! ZONE x MEDIUM 3.3' 60' WYE EL 8.6 FLOOD ZONE BOUNDARY EL 8.8 v SP SAND & ZONE VE(EL 8) _ __-GRAVEL _ –– ---- — FLO W'F STONE SPLASH AREA 3 — HIGHEST IXPECTED >; o ., _CONQ SEA WALL WATER GROUND WATER S 79005'00"W 3 100.00' �'VI� C—LOCK IN EL 2.0 BULKHEAD PALE HW AT BULKHEAD BROWN , MEDIUM 6.0 GREAT PECONIC BAY &1D GRAVEL FFL 112 Cover to grade if drop"T"to AUG 28, 2018 used on inlet Locking cast-iron K. WOYCHUK LS CANO GRADE 9 2 cover to grade GRADE 95 r LE \UP _ Chimney a 20 Min 20 Min Locate drop"T"under access Z (7 5) opening for maintenance ' ,s Inlet Ho s Invert '(7 25) rn N �u� m ® M ®9 a (7 46) tn�a M M1 m a a Nfin.4"dia SDR 35 pipe> ,p (6 75) (6 67) ® ®®�p or equal Pitched 1/4"/8 Flow a -1Baffle 011 Min 4"dia SDR 35 Leaching Pool(typ) 10' min m pipe of equal Pitched 1/8"per foot 1' 3'collar Bottom of min oo Back fill material to be Septic Tank 8' INO• clean sand&gravel EL(2 42) 1250 GAL PRECAST S T Ez ODD. ® ®®ao ® Go 000 Bottom of Leaching Poolscza �z 21 or ® ® ®®ao- E1(5.0) - N HIGHEST EXPECTED WATER EL 2.0 REVISED 09-25-18 Sanitary Cross Section THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS. AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVA77ON DATUM: NAVD88 --_ UNAU771ORIZED AL TERA 77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD1770MAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY; MAP OF: SALT LAKE VILLAGE TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 "— AUG. 28 2018 PHONE (831)298-1588 FAX (831) 298-1588 FILE # 18-112 SCALE: 1 –20 DATE: N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Aoychuk LEGEND NOTES: STORMWATER RUNOFF CALCULATIONS /'06=1111fti,%% CONTRACTOR TO 8' DIAMETER CONCRETE RING DRY WELL 1) MUST BE INSTALLED 10' AWAY FROM STRUCTURE OR FOUNDATION. A * I * C = Q Q 42.3 = v (300 GALLON STORAGE CAPACITY PER 2) MUST BE INSTALLED 10' AWAY FROM SEPTIC. VERIFY ALL 1 / VERTICAL FOOT Q=STORM WATER RUNOFF(C.F.) V=VOLUME TO BE STORED(VERTICAL FEET) DIMENSIONS AND FIELD �s••�/ C=COEFFICIENT OF RUNOFF Q=STORM WATER RUNOFF(GPM) 1=RAINFALL INTENSITY(INCHES/HR.)_2" STORM 42.3= CONVERSION CUBIC FEET TO VERTICAL FEET CONDITIONS.8" PVC INLET W/1% MIN. SLOPE. A=AREA IN SQUARE FEET -- 0 DOWNSPOUT FROM ROOF ZONE C I (INCHES/HR.) A(SQUARE FEET) Q(C.F.) Q(C.F.) C.F. ->V.F. V (VERTIAL FEET) GARAGE ROOF A 1 0.17 250 42.50 42.50 42.3 1.00 B 1 0.17 250 42.50 42.50 42.3 1.00 MAIN ROOF C 1 0.17 510 86.70 86.70 42.3 2.05 ,, D 1 0.17 1339 227.63 227.63 42.3 5.38 2ND-LEVEL ROOF WE DESIGN I WE BUILD --EI 1 0.17 565 96.05 96.05 42.31 2.27 F 1 0.17 565 96.05 1 96.05 42.3-r- 2.27 10' SETBACK FROM SEPTIC RINGS 10' SETBACK FROM FOUNDATIONS 3'-0" SETBACK FROM PROPERTY LINE EXISTING WOODEN WALKWAY AND PLATFORM WITH 4' X 12' CONCRETE MECHANICAL PAD REMOVABLE ALUMINUM STAIRS TO BEACH BELOW 1 I '10 '''' ----------I -------- t ' / "VOWSWIM10maeft"111111 _ c , r,Y 41P 00 or /i .---------r- --------------�-J L -----------------r------ - ___-- K. 524 LU LL // j I ♦/ `� ���GOV w W 1 1 I I ► - w do� w I ;'y .--I I ♦ 1y��� o LL W I A 1C(r �i� I " Q Z O W LL W f l X 0- "��' I E' a v W II / ► w W i � I � A Revisions: 1 1 J // I W LL J Z Engineer(neer of Record: s W James Deerkoski P.E. of Ll 7 X / �� I -- �; Qo I ` r; License #72502 WW I W ; Iii `P� �. DEE,( r-=-- ----•��-�.�G'�J I I cel y I / '° ♦ W LL I► 1 a % ' ��' mi t'' i ({,. ✓r, W 3: W pop co ULI . .: do 0 odo ui- , : >' of N / ---- -------- r-- I- �opd Li I • I U) X Lou W Z s. LL< f- 0 Q W I I I / LL I IUL a I O Design Consultants: I I I I- WE DESIGN; WINSTON ELY I LU LU , W W it W I > F- 0 0 I i I �� � x; > w P w I /' t` W W w I I I /i 33 FLATBUSH AVE., 6TH FL., rLL. V) Z I / I CMUJI- W I I 1010 '` j . 1 : . j I cv t� cn Z I I y BROOKLYN, NY 11217 v.. _ .0 % T: 347-236-0141 wely@wedesign-nyc.com LL I I I Owner's Information: h OLD SALT ROAD, LLC N N I I - F- 0 Q W / - LL U- CD G /� Ole ��: ��`-�/ �� I w I•- 0 o I I W 0 Q w I I 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 > w w I I I > F- O o I �� I fi (c) 347-236-0141 / I I I t• LU a W � IitAZ / i II NWI'- W r` 1 : - ---------�-- N z WINSTONELY@GMAIL.COM L �'; Project Title: 770 OLD SALT ROAD HOUSE I Z .OUTDOOR SHOWER 118. Project Address: o I / / �/. . ;: k bo I �i / / i. ;,1;� 770 OLD SALT ROAD �--- ------- ------�- 1--------------1------------------------ w;r MATTITUCK, NY 11952 .. 36'-6 / _ ��I _ "K "5 DISTRICT 1000 / J SECTION 144.00 .ELL .tl�JO W Q� W<J � �< - - LL � '-0" 16 w BLOCK 05.00 o WWI Drawing Title: ------------------------------------------------------------------------ ------ �{; STORMWATER RUNOFF MANAGEMENT I K - SITE PLAN 3 HIGH WOOD FARM FENCE scale: Issue Date: w '), �_ `;=_ �; '` [ SEE SHEET OCTOBER 31 st, 2018 seat I lav"y I LE i ' ?nI8 ,cyri{ S011ili0�(J IOrYII 12'-11arLouf Jr -',p -s Aml 20m00 STORMWATER RUNOFF MANAGEMENT PLAN 100'-0" " : 1 1/811 1'-011 1 OF 3 LEGEND NEW PERMEABLE 12" X 18" CUT BLUESTONE CONTRACTOR TO PATIO WITH OPEN STONE DUST JOINTS AND STONE RESERVOIR BELOW; SET AT VERIFY ALL EXISTING WD. FRAMED WALL SURROUNDING GRADE OF YARD NEW WD. FRAMED WALL FIREPLACE & DIMENSIONS AND FIELD 46'-611 I VAULTED CEILING 161-011 EXISTING WD. FRAMED WALL WITH NEW I CONDITIONS. I V,D. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL I I WINDOW 14'-5" 7'-9" 9'-9 7/8" 6141 7'-0" WOODEN ELEVATED DECK01 DOOR - ' i— ----------------------- ------------ --------------- ------------ -- PERMEABLE ----------- —PERMEABLE PEA GRAVEL I \� - -- I I i WE DESIGN I WE BUILD SINK WALKWAY/DRIVEWAY z I I I I ao II I TOILET I / O _j g I I i I • I — o II I i I PERMEABLE ON-GRADE STONE PATIO I I I SHOWER ch LO CD z l l > I o TUB I 1 I I I I I I I I j m ¢ ¢ CLOSET I I I i I I I ----___-- i t I I I --------- I I I I I I I I I I I I I i I ! I I I I I I I _ NEW 12" X 8' BLUESTONE SLABS SET 6'- " 20'-0" I O I I I i I I I I N INTO GRASS WITH STONE RESERVOIR 4 F BELOW i a I I I I I Z I NEW 12" X 5' BLUESTONE SLABS SET NEW INTERIOR 12" X 18" CUT j Z I I I i I o I INTO GRASS WITH STONE RESERVOIR BLUESTONE SET ONTO NEW CONCRETE SLAB AT-GRADE BELOW NEW PERMEABLE PEA GRAVEL I 9 ? UP w I I I I I I I ! DRIVEWAY WITH STONE RESERVOIR �n - 0 - 0 o I I I I I I I z I I I I I I I CD I BELOW I O I I I I I I I C) ! I I II I z l l ! ! m I I I I I = I I 0— BID w i I I I I U I I i a — Id I I ! o I ( ZLid Revisions: tV I I I I Op Engineer of Record: ' ; - -- S 1 James Deerkoski P.E. ------ -- ---- — — �'~` _ �_____� I (0 License #72502 I I _ O a) z �r UP J �,\ ---- LUSH 00 O �pF NE61,y0'. I I = P �NTINGS _j i � �N. DEE`�n.p,� M o <z �' � st � � ~ � �•ti, '4� j w PN- Uj I \ ¢ I w �� I I Design Consultants: o c� N, A - WE DESIGN; WINSTON ELY o I ° 33 FLATBUSH AVE., 6TH FL., N. ► o I CD BROOKLYN, NY 11217 a I ` T: 347-236-0141 weIy@wedesign-nyc.com Owner's Information: o �� o I OLD SALT ROAD, LLC ! O � — ¢ - — I I 0 m O� O I 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 m �'� r = (c) 347-236-0141 IDOWINSTONELY@GMAIL.COM Protect Title: 7700 LD SALT ROAD HOUSE UPI — Protect Address: 770 OLD SALT ROAD FLUSH FLUSH FLUSH FLUSH MATTITUCK, NY 1 1952 CANTING PLANTINGS PLANTINGS PLANTINGS DISTRICT 1000 . : • . ' . , • SECTION 144.00 :UP OUTDOOR SHOWER 116: BLOCK 05.00 LOT 014.00 I Drawing Title: DO FIRST FLOOR PLAN Utzp Scale: Issue Date: NEW PERMEABLE 12" X 18" CUT BLUESTONE 18'-6 1/8" 8'-10 1/8" 9'-4 1/2" 61-31/411 SEE SHEET OCTOBER 31 st, 2018 PATIO WITH OPEN STONE DUST JOINTS AND seal: STONE RESERVOIR BELOW; SET AT NEW 12" X 8' BLUESTONE SLABS SET INTO SURROUNDING GRADE OF YARD — 1": oo GRASS WITH STONE RESEVOIR BELOW 20'-4"VIF 6'-0" 43'-0" 16'-0" PR '_ NEW THIGH WOODEN FARM FENCE WITH 4' _ e GATE (EXTENDS TO PROPERTY LINE) NEW PERMEABLE PEA GRAVEL WALKWAY FIRST FLOOR PLAN NEW RAISED WOODEN DECK i0'I Y 2C18 WITH STONE RESERVOIR BELOW 1/4" = 1'-0" NEW OUTDOOR SHOWER WITH HARDLINE _ Bnar�of Trlsees I2 O DRAIN TO SEPTIC SYSTEM LEGEND CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL I I NEW WD. FRAMED WALL DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW CONDITIONS. WD. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL ------ WINDOW - WOODEN DECK DOOR I ------------ SINK -SINK i i WE DESIGN I WE BUILD I I I I I I O TOILET I I I I I I I SHOWER j I I I I t I I I o TUB i 1-1/2:12 SLOPE 9:12 SLOPE 9:12 SLOPE I I I I I I I I - CLOSET I I I I I I I I I I I I I I I I I I I I I I I I I II I II I II I II I n I II I II I II I I I II I I I I I a Revislons,: -------------------------t ----------------------------- ------ --------------I Engineer of Record: I I I James Deerkoski P.E. r ----------------------------t- - ---- I � License #72502 7y I I I I pF NET�n )�pDEE��� QCO:) i - w IDNw (q TL ��FEss I iri Y O I I X5:12 SLOPE I , O WD ——— Q w I N Dealgn Consultants: ui u, w o I I N N WE DESIGN; WINSTON ELY 0C14 k I o N 33 FLATBUSH AVE., 6TH FL., I m I L-- I wa I I BROOKLYN, NY 11217 I f M I '' _J I i T: 347-236-0141 wely@wedesign-nyc.com 0 LO I N i I Owner's Information: N I I� N I I OLD SALT ROAD, LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 (c) 347-236-0141 WINSTONELY@GMAIL.COM Project Title: I ----------------------------- - i I 770 OLD SALT ROAD HOUSE 41I -------------------- Project Address: 770 OLD SALT ROAD 1' „ MATTITUCK, NY 1 1952 4-6 11 -2 1/4 5-11 1/4 5-8 12'-7 1/8 41-611 4-8 DISTRICT 1000 46'-2" SECTION 144.00 oo BLOCK 05.00 LOT 014.00 Drawing Title: SECOND FLOOR PLAN Scale: Issue Date: E:=� - - ----- SEE SHEET OCTOBER 31st, 2018 V Seal: 1 ji 1 SECOND FLOOR PLAN I 2mOO 1/411 = V-0" 3 OF 3