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Survey MapMAP REFERENCE: MAP OF A SURVEY MADE FOR GEORGE H. * MARILYN E. STARK DATED OCTOBER 2, 1987 LAST REVISED APRIL 22, 1994 BY VAN DU5EN * STEVES LAND SURVEYORS Site Data - Lot 1 Proposed ExistingSq. Area/ Type Additional Total Sq. R. R Sq. R. R.lildingFootprint 43749.2 -35728.4 8020.8 Detached Garage N/A N/A N/A AccessoryStructure(s) 480.1 -480.1 0 Paved, gravel, or other hard 59412.7 -50025.6 9387.1 surfaced areas Porches/Decks 397.2 -397.2 0 Other N/A N/A N/A Total Non -Permeable 104039.2 -86631.3 17407.9 Parcel Area 204187.71 -163271.7 40916.01_T Parcentageof Impermeable 51.0% 8.5% 42.5% Area of Site Setbacks - Lot 1 Area Requlrefi 69511llq Proposed Front Yard [1] 75 53 86 Front Yard [2] N/A WA N/A Shoreline WA N/A WA Side Yard [1] 20Min; aim 50 7.5 19 SdeYard [2] 20Min; aim 50 29 29 Pear Yard [1] 25 47.5 47.5 FlearYard [2] N/A WA N/A Travel Corridor 75 53 86 Height[Mabmum] 40 <40 <40 Permeability 30% 49.0% 57.5% Number of Parldng spaces N/A N/A N/A Floor Area Ratio - Lot 1 Parcel Area 40916.01(Proposed) Sq. R. Existing Floor Area 8020.8 Sq. R. Proposed Additional Floor Area N/A Sq. R. Proposed Total Floor kea 8020.8 Sq. R. Total A lowable Floor Area 12274.8 (Area x0.3) Site Data - Lot 2 Proposed F�dstingSq. Area Type Additional Total Sol. R. R Sq. R. Dui I di ng Footpri nt 43749.2 -8020.8 35728.4 Detached Garage N/A N/A N/A AccessoryStructure(s) 480.1 0 480.1 Paved, gravel, or other hard 59412.7 -9387.1 50025.E surfaced areas Porches/Decks 397.2 0 397.2 Other N/A N/A N/A Total Non -Permeable 104039.2 -17407.9 86631.3 Parcel Area 204187.71 -40916.01 163271.7 Percentage of Impermeable 51.0% -2.1% 53.1% Area of S to Setbacks - Lot 2 urea Required ExtgLng R FrontYard [1] 75 53 53 Front Yard [2] N/A N/A N/A Shoreline N/A N/A N/A Side Yard [1] 20Min; aim 50 7.5 7.5 3deYard [2] 20Min; aim 50 29 62.5 Fbar Yard [1] 25 47.5 133.5 Fir Yard [2] WA N/A WA Travel Corridor 75 53 53 Height [Maximum] 40 <40 <40 Permeability 30% 49.0% 46.9%o Number of Parking Spaoes N/A N/A N/A Floor Area Ratio - Lot 2 Parcel Area 163271.7 (Proposed) Sq. R. Existing Floor Area 35228.8 Sq. R. Proposed Additional Floor Area WA Sq. R. Proposed Total Floor Area 35228.8 Sq. R. Total Allowable Floor Area 48981.51 (Area x0.3) r� cc O nil W NOTES: 1 •) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD. 3.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 4.) THIS MAP 15 COPYRIGHT © 2019 VAN DU5EN * STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. 1,33 50 Gazebo Existing Total Area 204, 187. 71 sq. ft. 4.69 acres Proposed Lot 2 Area 163271.7 Sq. Feet 3.75 Acres Shed S 83045'22" E 23 Well® sing Lands Now or Formerly of 1557 Route 9, LLC Book:5763 Page:10 288.8-1 -6 S84°03 35"E f - od Fence flea 449 , 03 ' Wo +I O 0 m One Story N Wood Frame Bldg. Height Q21111111111111111�1 FF = 597.6E Motel Buildm = 15.47' Buildmg five" Balcon 2 Floor y " � FF = 606.87 FF = 602.53 an er Cover ed Concrete Walkway Picnic Area Asphalt Surface a, G ° ° °P6yArea a, • •° ° a Bldg. Heighi = 27.57' I wo Story Wood Frame Motel Bullding FF = 595.83 Shed I WO story .. Bldg, Height Wood Frame = 28.93' Motel Building � nuiuninnuuiununiuiuiinum..,,,,,.'Building Four" 2 Floor Balcony Two Story Wood Frame Motel Building "Building Two" One Story FF = 591 .76 Covered Concrete Walk o �o 51 nq�er FF = 595.47 L� 59.00'± Brick Retamin Wall �______________ ____J Asphalt Surface ® t 1 _ I m I Concrete Pool Area I Wood Two Story I Platform Bldg. Height =31.56' �a��zz Shed /77�, Concrete Asphalt Surface FF = COUNTY OF WARREN TO THEKLA B. HOWE, ET. AL. DATED: MAY 17, 1940 BOOK 2 1 5 PAGE 146 w N I 53.00'± CM C`') 0 s Proposed) Two Story Bldg. Height +I Planters Wood Frame = 25.98' a p FF = 598.68 Budding ° a "Budding Three n Asphalt Surface 4 I} O U Deck / n ° am ° a a 77 o O °p Metal Bulidrn FF=. Boat Storage � Q) - O � ' FF = 96.64 FF 594.6 5= E FF = 592 .67 Bld Me, e Height / Proposed Lot 1 Area f 7Q o o M One Story Wood Frame FF = 588.02 �� 56.00'± / = 28.77� 40916.01 Sq. Feet g c�, Motel Bullding Bld 6 799ht a° r 0.94 Acres O 'Bullding Seven" •° ° �„ ° a Q)Shed Bldg. Height Uco - ----------- /u/......-_ 22.47' Wood Frame a m ° ° Pool Bullding as . "Bullding Six" I ° ° a a ° +I Concrete C a n � � � 86.00'± V +1 'O ICY------------ +1 Covered Concrete _ _ 0 +16 Pad E - - °CRUSF1Eb g �NE�a' �;� 343. 19 , �� a DRkVE ap ��(roposed) a 41"w _ 8 a -�_ ---- O rn O O cV L G.) CERTIFICATIONS SHOWN HEREON ARE LIMITED TO ENTITIES FOR WHICH THE SURVEY MAP 15 PREPARED, (E.G., TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, ETC.) AND ARE NOT TRANSFERABLE. REFERENCE TO THIS SURVEY IN UPDATED DOCUMENTS (SUCH AS TITLE POLICIES) WITHOUT PROVIDING VAN DU5EN * STEVES LAND SURVEYORS THE OPPORTUNITY TO REVIEW THI5 INFORMATION SHALL TERMINATE AND LIMIT ITS LIABILITY. 7.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEEN5BUKY AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. 9.) ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 10.) BUILDING NUMBER DESCRIPTIONS ARE FOR REFERENCE PURPOSES CORRESPONDING WITH SUBDIVISION APPLICATION ONLY AND ARE NOT INDICATIVE OF ANY MATTERS RELATING TO ACTUAL OPERATIONS ON SITE Lands Now or Formerly of 1533 Queensbury LLC Book:6575 Page:266 } 288.8- 1 -5.2 Q z O Q w Q X O Q 9F LEGEND: CATCH BASIN SS SANITARY SEWER MANHOLE M MANHOLE UTILITY POLE GUY ANCHOR 0 z o - C) m ct� :D cr- 1 O W :-3 Cn Cn C L LLJ Q Q co Lv _ O Q, a Q, Q) ~ 2 O � CO 11 W �] �t M � N \ _o O O � �l N O z 0 O -1 0 w � b 0 N z O 0 O L) O � fl"rry, i� 'd D0 O 1214It O a; 4-) a� 0 N 4-4 O a LO 0 LO O 0 0 o<� r<aiiowz a S � rc�ca�ia�rcN�<i. zo= F O N 6 6 p Y- 40 N K G y Y N z 0 <Ns g>o�ga= 3 m <. U U N0 5i - o Ngc"zo z.0LL ofi zog .zoo o aw���`J' Q o U F Z w W F U O F N oW4�z a Y 4 N i m F p IY_ U 0 p F U O z IJJ }$ W> W z Y U X Q C. z- d m< Q m U o J wr xz N Y 5i�viU/�wmg�oa� Date: JUNE 7, 2006 Scale T= 30' S-1 288.8-1-5.1 SHEET 1 OF 1 1 545 STATE ROUTE 9 LLC DWG. NO. 0028GA D329