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HomeMy WebLinkAbout20210135 24 Fifth Ave Lot Line Adjustment Plans As-ApprovedPREPARED FOR: E1 `a' S Pi Box 435 Saratoga prings, N.Y. 12866 Deed References: 251-6 .... - :: _ _ _ ... = 1. Marion Avenue Car Wash, Inc. to Stewart's Shops Corp., dated July 30, 2001 and recorded in Alaw ::::E --------- the Saratoga County Clerk's Office on July 31, 2001 in Liber 1586 of Deeds at page 578. • • 2. Gail Anderson to Anderson Holdings, LLC, dated October 8, 2015 and recorded in the Saratoga j 41 County Clerk's Office on January 13, 2016 as Instrument number 2016-1324. '.'.'.-.'.'.-.'. •• • • • • • • • • • • 3. Gail Anderson to Anderson Holdings, LLC, dated December 26, 2017 and recorded in the Sara- 252.46 ::: ' ' ' Z _' ' ' ' ' ' ' ' ': ' : toga County Clerk's Office on February 13, 2018 as Instrument number 2018-4611. .............. . . . . ...... . .... 253.66 �_'................. 252.08 252.94 ................................................... ..... ......... ............. 51-63 ....................................................................... ............................ ...................................... -.........................._.........................................'.'.-------------•-•••_-------._.._.-- ........ 250.77 ......... ..................... . . ........ ..................._......... ..... .................`.. _ ...'.1--­­­­* .".'.'.'.'. •.'...•..-.'.•...•.•.'.'....'.'.'.'.'...'....'................ 247.03 _.... ............................ ............................................ ........ _......... ......................................................... .... K ................ . ..... .'.':..'.' ' ..'.'.'.'.'.'.......... ...... ...... .................. ........ .......'.'\........... .. _.... _ .... _................................................................................. 248.48 Edge of pavement _... A 7 i E ... .. .......... ......._ __. _...___._....__..._.. .... .-_.-..._. -__..____---__---..- ,....._. e... _.......... _...,...._...•.•...._•._........,...,.. ./.................. _...... •............ 246.93 ........................ ._..._...._...._............................-...I........_._.............._..._.._..................................................................�...... .......... ...................... .....................:.................. ...... ...................... vsam•.._._..__..._......................._....-_............_........_.................................._... _.._.. _._.........................._..---'-'•'............ ... _......... .:. .: ...........................................� _..... AV E N! E:...........:.....:...:...:.....:.... .............. ­­,: ---- ............................... ....... ... N.Y.S. ROU .................................................. ._......_........................................ T E 29 ......:::::':':.:.:'::-:-:-:-:-:-:-:-:-:--:-:-:-:-:-:-:-:-:-:-:-:= := := :=:-: �:=:=:=:-:-:-:-:_'.'.'_'_*:..:::..:.:.:.:.::.:.:.:.:.:.:-:-:-:-:-:-:-:-:-:-:-:-::-:-:':-:-:-::-:-:':'::':":-:-:-:-:-:-:-::-:-:' . 3.2 ............ .... .. .. .................................................. .. ... Edgeof pavement 252.90 ... ................................................................... ........................... ........ ............ ......... ...... ../..._............_......................_..... .... ...... .. .....- .. ... .... 252.6 ....... .. .......................... .. ..........................y.... .... 4 48.15 252.2 252.2..................................: ......... .............:....-...'.'..'.'.'.'.'.'.'..'.... ,'..'.'.'..'.'.' 50.87 50.69 . .......' '.'.'./..-......:.................................. . 253.03 ... , ...•.•9W2,,t76 251.86'....'.....'.. 50.99........................................ 4&93 Rte 29 sign�252.00 251.05® 250.3 _ - 245.a8 251.65 .......... ........... ' 2J'..'.'.'.':.'.':.'.'.'.'.'...'...� ..� ..............'.,� 252.08 - ' ' ' - - -------- 252.26 _ -_- ....... .......•.. .250.98 �.2 0.........2.- .._� 25.32 ...........�-..-..-.... ..T.. . .(...... .... 252.8 252.66 252.56 M252-35-24 ...................... 249.4 S82ODOE 254.27 251 ....... ......... 5.25' 252.49 52.92 247950249.57�- .. . . . 249.54 252.88 25124 ' ..... ..... ......................... Legend: • Iron pin *0 Masonry nail ■ Concrete monument O Unmonumented property corner Fire hydrant 0 Weil A Water valve - - ---11EL) Overhead utilities o Guy wire , Road sign o Catch basin OO Sewer manhole O Telecom manhole 0 Lightpole Traffic signal control panel Surveyor's certification: I hereby certify that this plat was prepared by me based on an actual field survey performed by me Oct er 20. 201 Andrew C. Schauff r , L.S. N.Y.S. License no. 049901 ..... ...... \ . . ........... 240.41 S8674 b0 E 61. 00 Deed.- 58674 E 165. 00' 251.48 _ _ _ _ _ _ _ _ 20.00' zs3.7a 251.7 \ CONCRETE CAPPED •4 252.50 ... \\\ •'....'..'. MONUMENT 252.79 S86 1 4 00 * 25, 77-:.':'.. 251.55 \ �... --•-'- ::-:-:-:-:---- - - - - - - --- IRON PIN E 145.00 \ 250.41 9$ - - - • • FOUND 247.81 TO BE SET ....-•-•-•. 025t.37 252.0 --0251.55 .... . .............. 251.05 -_ Mobil 252.1 . _ .... - . _ .................. *248.83 o ... . wy\.'.'.'.'. .'.'.'.'.'.'.'.'. . �53�60 ...•.•.•. ......................... . •................'.'.'." 51.99 Sj2 SQp41 '7J O ,� �... ......... 20.0' 253.5 253.5D BS 76'0 �.0.' S, �f ......... .. . _ � :9 ... OO 24r.�7..... O O E �76Ey+,r imrr e..... . _ ,39 ,o f 2sz.a - ................... . ... _ ......... 252-5 4' 250.02 .....251.4 \ 0lb 252.5, :':':':':':':'.'....... ♦ L� h.. rat /' 9. 253.39 _ 246.96\ 249.74 - . 253. - - 252.15... 249- Gas - - - - - o ..2652-.2 52..30'.'.'.'.'.'.'.'.'.'_'.' :'.'.'.'..'.'. Deed Parcel #1 O 54 � � 24956 _ . . *Vent ...... . . ............ ......... _ .. 74 OO ^ ..... .... ... 252:7 • - 262.7r .. ��. O 253.06 252.4 - ..... _ _...': 25259 .... • . - . .. 52.60 49.83 Q O I cV _ - ...... _ .... ........... ... O I 250-37 .........:. 250.52 249.20 h 252•..' S2A3.... _ _ ........ (56,1 78.44 sq. ft.)':':': .252fl1 - ......... W-53 '.'.'.'.'.'.':.".'. Access easement 55.3' 2522 5266• _.. ®25�5T. _K 0 Deed Parcel #2 250. to be conveyed co 252 7 ' sa �D:::::.::::: _':: rq cN ..252: •' ' ' ... . ' •- S44 49 08 E= E~ w by Anderson W ry W zs1.6 .'.•.'.•.'.•.--.-.....-. '.'......'.'.•:.._z52>9. ti o 249. '......_ 2s0. 1 5 44.06 - o to Stewart's a co 2�z 59.'.'.'.'.'. ola 249 7 ........... ........ d- 25t.79 _• • - • - - - .......252s i`uel-pump..'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... _ 52.63.......... o _ .......... - ...... - 4,. OV. �'..'.'.'.'.'.'.'.'.'.'.•.•.•..'..'. ..'.'..islonds::_'_ ..":. :'.-.'.:.'.'..'.:. Fuel um - .'.'............ .. ..... ' '.'.'.'.'.'... ` A-10.33'1 o - - - - - - I .............'.' ............................... p p.. zsfi .... s1.Bo R=430.37' . '... ff 251.4 -islands- - . • . - 252A7.................. . . o ^7 �....:.- - - - - - - - • - - - _ . - - 2524 . 32:SD .'..'.'...'::...... ..... :....:............ ..................... . ( Z o I o� . - - - .. Overhead canopy:.......... ... . . ............................................... _ .... 251. z4s-6 �!F L_79.27' Z OOverhead canopy---- ...... e .(29.6' x 23.8'):........... . ................ . ........................... o_ .... 251.61 Ch=S39'32'31 "E 79.16' W Z a 252.9 " 25J • • " • " " ' - 29.6' x 23.8' • • •_ • - _ _ _ _ .. '^mil .... _ _ ........ ... 57w11 • - .. _ . ' _ . ............... . ' _ O" " ' 251.58 i. • 250.1 .............. ............ .... ......... _. _ ... 253.05. .............................. ...... ....._ ............. ..... ............... ............................ _.. ... .._........................ ...... _.......... 0.......... 57.16 ............... _.. ...... ....... ........ .... ... ........... ... .... . __ .._.................0.. ............ .......... _......... ........ ..... ........ ...........'.'.'.'............'.'..'.............. ..... :74. .......................................... .. Z49. 49 �23 ................................................................. ...................... 50.33'....... ......... ......... 25L31....................................................2S3.S4 _- r70........... .............................._...........................................'....... ...... Macadam- .................... ... 7. ... .............. _........................................................... ....... 249.82'--- 2 7.19 .. _ .. .... _ .. tg: y.- . _ ..:.' ..'..-.'.'..-.'......-..'. Macadam..'.'..'..'.'.`.'.' :.'.'.'.'.'.'.'..-.'.'..':..... . ........ ...'.'.'.'...'.... � ...... . . parking a 248.9 / a@ .. parking 50.9 *zaae3 25t.25 ' .............area........... ..... 4,- / y, . ... .... 2 86................................................. 2 ................ ..... .... . 25t.2 .................'.Roof overhan or- % ...........area» ... .... ......... _ _ ........................... ...... ...... . �zs;45 ............................. ... / 4........................................................................-.§so z ' .... .... . ;y i '246 zsl.zs 1//1 /i/// / n//1 l a5a.4..... l/l,ll...............'.'............... .....". 2' .. . �.......'.... -- ........................ ... 248.0 ...._ ... )'... �, 251-0 .. - .... f ill �711/l!`ll/ _ ..90................. . . 50.97 248.34 .. .. . .... / J� , ;,/,/, ,,, . 2s.z4 �. / y .. .. .. ... ...... 8a3.............. 53.,T - / / One stor brick% �, , - 2$3,2; , - ..:..... .. . 250.71 ......... / / ... ... ... 51.88 ..... .. oc $tewart'S Shop 25i%a #z5� si �.. Existing Property /ine to bed ®'f ., i5 6' ;//: FFE-253.88 71.2'.� �„� e%ted 2.74 N90 90'00"W 56.56'_ 20.04' '.'.'.'.......................... l f ) .,/, 250.03 N8615T00 W 0=19.5632 /7 l l li/ // l/ /l / _ _ .. ............ . .... 7O YJ _ _ _ 249.37 -2srs sl?Z .....................2s3- / /!��� � , � ��R= 2 1.89' .... ............•...•253.6 - - / NVAC Bnck ... .... ...... z46.o, ..•...•._. .. L=101.89' 7 / / patio ...... 25z,2.. 51.64 2a9. Ch=S25 01 15 E S.B.L.# 166.00-3-6.2 ..'.'.'.'.'.'.'..'..'.':z58 //��//%i :... sa s.... zaz73 .: 101.38' 51.17 -HVAC .... Lands n/f �� ._ Anderson Holdings, LLC:.................................. . .. ;,y, l,, .o Q 247.71 N . .................... "%,, ... �a 251.04 p .. . ...... 24F3i4 248.26. . Instr# 2016-1324 s3.o6 O z4&s8... . o ©251.92 53 t2 a 0.367 Acre Instr# 2018-4611 N . _ . 52.64 °i�O ..'.'.'.'..'.'.'.'.`. . ........... r} 252.85"' -"'-- w ... .. ...... ...... d. 252.4 •/,�,, ........ _ - ... .......................... . ......•........... . 252.2 i;�/li'ic - ... yr �,� (16,000.00 sq.ft.) ............::..... . -o 253.42 16' x 10' ", /N.11� 52.70 �'0 O � to be conveyed to ..... .. .... ........ ... q� CAPPED /p;,,;. 252.56 0 1 .Z.... '. Saratoga Springs Planning Board #20210135 IRON PIN Shed h Cs 6 _ 2411-103 .20.07' TO BE SET zsaze st66 •zsz.s, �aA o Stewart s Shops Corp. :•:•\:.•-•-•-•-•-•-•- .. . b ..... ....... 248.31 Approval d Anderson Holdings, LLC :.... Approved under authority of the Chairman f the Planning Board of Deed N81 3p 2oIQ ` ' 24e 2z the City of Saratoga Springs pert 10 Regulations, Article V. 48. J' Q 05 _ -:- N81.30 00„W z51-32 +c -. H - 247.7 ...-•�-.- Chair ned �y 2lo Z1 so.43 228.25'IF Proposed property line - �_ • _ N89'37'07"W 189.55' Notes: 250.37 CAPPED CAPPED • 250.69 IRON PIN IRON PIN -A 1. Bounds of NYS Route 29 are shown with reference to Map no. 5A-B for the proposed reconstruction of S_B.L.# 166.00-3-5.1 TO BE SET TO BE SET Saratoga- Schuylerville State highway no. 443, Daniel Tragni reputed owner, dated May 10, 1939 by the Lands n/f A"ZVIM. New York State Department of Public Works and recorded in the Saratoga County Clerk's Office on Nov- Anderson Holdings, LLC 47.05 ember 28, 1939 in Book 11 of Maps at page 8. Bounds of Gilbert Road shown hereon conform to an Instr# 2016-1324 �K24 ...... ii7:s3 - assumed right-of-way width of 3 rods (24.75 feet). Instr# 2018-4611-----__-_� _ _ 2 zap, 2. This survey was prepared without benefit of a current abstract of title and is therefore subject to any and all rights -of -way and/or easements of record, particularly for underground utilities, which were not marked on the surface on the date of the field survey. 3. Spot elevations shown hereon have been determined with respect to vertical datum used by NYSDOT on construction drawings for Lake/Weibel/Gilbert Roads interchange. Origin of this vertical datum is unknown. Certifications indicated hereon signify that this survey was prepared in accordance with the existing Code of Practice of Land Surveys adopted by the N.Y. State Association of Professional Land Surveyors. Said certifications shall run only to the title insurance company, governmental agency, and lending institution listed hereon and to the assignees of the lending institution. Certifications are not transferable to addi- tional institutions or subsequent owners. Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of Section 7209, Subdivision 2 of the N.Y. State Education Low. Only copies from the original of this survey marked with an original of the land surveyor's embossed seal shall be considered to be valid copies. In addition, only copies from the original of this survey marked with an original of the land surveyor's signature in RED shall be considered to be valid copies. 2 03/12/21 EAC ACS ACCESS EASEMENT ADDED 1 11 /21 /19 EAC ACS PROPOSED ACQUISITION FROM ANDERSON 0 10/20/15 EAC ACS ORIGINAL FIELD SURVEY DATE REV. DATE BY CHK_ DESCRIPTION SANTo Asson-ATEs, _q� LAND SURVEYING AND ENGINEERING, P.C. 1 BARNEY ROAD • SUITE 109 CLIFTON PARK, NY 12065 PHONE: (518) 383-8001 FAX: (518) 383-6026 (C) 2015 Santo Associates P.C. "All Rights Reserved" 'Unauthorized duplication is a violation of applicable laws." N Total Area: 1.657 Acres Ii�, ,,, TOPOGRAPW SURVEY MAP OF LAND6 OF S'-IE;VVARrS SHOPS CORP. AT 402 LAKE AVFNU$ SARATOGA SPRINGS, NY 12866 S.B.L./ 166.00-3-26 DRAWN BY: EAC CITY OF SARATOGA SPRINGS SCALE: 1 " = 30' CHECKED BY: ACS COUNTY OF SARATOGA DWG. NO.: 2544 DATE: 10/20/15 STATE OF NEW YORK REV.: 2