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HomeMy WebLinkAbout20250132 54 Church St Sketch Site Plan Plans �'olt�on Street C1_ U Ohurah S W OUte tree, � NY R9N Site 0 1 � °s � 11 o`v' Street `� Z � Two Story ce N � o. z BuildingReferen o Q 11� Two Story 51 Church Street Way Line N See \� Building R ght-of / �4 f o � � 1 53 Church Street o U One Story Utility Pole wL s'° St a Building _ NM4 wv WL eet p° \� 59 Church Street Franklin � 1l �� 0 Square GV \ WL wL Traffic Signal Box CB Crete Curb )- wL - _ _ _-_-- e ••a � wv T.F. = 323.2 C°n Woy) p � 12" PVC Inv. West - 319.0 Gv WLater _- - __ (66' Right orb - 32 t Hydrant (Not to Scale) o wL ______-- o u J ° CB _ Light Pole Cu T.F. = 322.8 wL WL _ -_-- - -- Li h . _- cur 12 PVC Inv. East, South = 318.7 G`I _ _- wL - _ _ - 12PVC --_--_ _ _ N_ - - (may 9 : . H Opp _ Ro e • '- - - 7 65:51- N New Tre Light Pole r� �r "�' \ ___-_ - __ - _ - .. 16.5+.51�-3-3�6 �• ! � O O � O Sanitary MH \\ S _-- rb �TYp� r'� a -�1b5i51��334 Q Rim = 323.4 - _ __ - _ New Tre Concrete Cu olt Strip MNS ,� 3�f a C 12 PVC Inv. East, West 315.3 __ _ S h + + s� bt Light Pole _ '- y'- �� Z Storm MH - 132•g5� `165,51-3-31 O O CPp -- Telephone :r d�wralk' I + 1. 1fi5a51-3'17' Rim - 323.4 4S -- P T orr4rete -` w cts an holes 48' CPP Inv. East = 310.8 - C y z d 48" CPP Inv. West = 311.0 Traffi Signal - ❑ ox �/•�. 1 Zf I 16 Landscape 5.511 38 O � � S65°3319E Area with 0 New ° Tree h 1 51-1-3fi \\ a °� ` I-I • vc pace B Sign Z° Traffic Signal Box CPS J I w ° I , roiSculptre ces o ' ) Fountain gSp p Lands N/F of rosswalk 3 a o Crosswal - Signal Gv n. Rim 323.3 Modified Gas Grewal Pro ertleS LLC � p � 1ti5.51-1-37a• `165.51-3-35.1 CB ° -- -- 6" P Inv. West = 320.5 +' T.F. = 322.3 � - --- Pump Island I Q 54 Church 5t., Saratoga Springs, -`„ �° with New canopy 0 County of Saratoga NY 765.59-1 2" PVC Inv. North 320.0 wL a`s U o I Water ' " •L I WL WL ° Tax Ma I G5.5 1 -3-35. I (Water Line Per +� / I P 165.59-7�2 Shutoff . w'° I Map Ref. 1) 6 l I o I Area = 17,5 1 8± 5q.ft. � 1b5.59-4-fi:1� x! New Tre Two Story T r M'/pad I 16 59-1-5 4+ Building ® concrete \ I m I0 ti _ M W \ 165.59-1-4 ♦ 0 Cross-Hatched Area O New Curb \ I Represents an Access �►,,�, ZNew Curb / ( Easement Conveyed to 165.59-1.9.1 ® New Ped. Driveway Expanded l \ I Golub Properties, Inc. 7 . 768 • w w U _ Transition to 25' width Wate 0 MW 44. ± �..'-e-•5'-0 Concrete Sidewalk. 'A'-0 Concret idewalk..' 0 m o z o 0 o N?z = 10 Shute f Existing Cur 3:z<, �^ .� �N m o o o g o o & Transitio 0 n ( 7.2'+ 165.59-1-6T r o QO:. o' . • O ain Entry I • <=o¢ oo¢a`wo�zo Concrete: I - Lands N/P of J W w =Q o N 3 0 o w m¢> 3 4 w ± # 19 Railroad LLC Vicinity Mai �_� ez��m Light Pole '. P°•0..: .:0,••.♦ .. � •'o; 80.0' ===�,o=Fm�w �,>w Light Pole •' '•O'••, •°C!, a 3•' � New Four Story I � �w o a -1st Flr Commercial " z m o z y N 1.9 o =" 4 0:' \ +I I MN Tax Map 165.59- I -92 w Q =_ J GAS GAS a 3 ) �: - 3 Floors with 4 A ts. O � 5z. --} "e ( > ( ) p (Not t® Scale) 3��MU,wm o< 8 O ;� . -Penthouse Apt. on Roof -�,J F - 2 8\� 0.6 ..°: �'' r Screening C-onC. I W n 0~ \ PadOf Table 4-C:Commercial Mixed-Use Districts + to �r oNew Tre Q .� W o; 2� II NC -5 Ue -6 o Q m o New Concrete Cn ., \ Bulk kDd" Curbing F ,z o.o Bollard I i.i times the widthof the right-of-wayor 1-1 times the widthof the nght-of-way or wv U 44.17 5V.whichever is less 70'.whichever is less O v + I Lo 36" HT Block Wall with I \� Maximum BuildingHeighk (Y, 54 �: tc P. a z Black Iron Fence Residence o o A height bon us may be approved See A height bonus may beapproved See W �cc z Entry I o_ C N Section 4 4-B below Section 4.4.B below W 1 I Minimum Building Height 24' 24' New Tre . •.•' ° (Elev.& Stairs) o yBollards \ 5'-o Concrete Sldewalkl• •°• 8'-0 Covered & I Cov. Building facade above the maximum base heightmustbeset back a minimum of 10' 0. �7 °c Gated WalkwayExit. gated utility area (Typ.) 9 8wiId1ng Height Stepback CB = ___ o c from ground floor facade line +,, p, MNF - MNF12.54' O W T.F. = 322.3 : - 0verhea�d tilit Lines 5 57 0" 9 2' 3 Buildings may exceed maximum height Buildings may exceed maximum height a � �o E � 12" CPP Inv. West = 320.1 N54°57'20"W y Typ ) 9 84r °n Optional Height Exception by up to 6'for no more than 25%©of the by up to 8'for no more than 35%of the Utility II Bollard _ g 12" CPP Inv. South = 320.1 Pole II linearfaeadevvidth,taa maximum depth In�rfacade width,toamaximumdepth II 0 Bench Mark Electric T 3 2. 4 Qo ©f34' af50 0 Ln IN Nail In Utility Pole Meter MW - N 01 Q X., EI ev = 323.07 n Limited in width and depth to a maximum of 25%of the building width_May exceed � `D � Dptiona Corner Lot Element O �1 CB O height at which stepbacc is required,but may not exceed the overall building height II m _°, T.F. = 322.5 II �11 ° n Maxi mumCumulati;eAreaof Now andExisting 3,000sf 1,500sf � 0 � 8" PVC Inv. South = 319.4 Two Story Concrete One-StoryStrmtureisi on AnyOn�eLot p II ° Brick Building Landing ° Setbacks a "Blackmer Building" & Steps o o ° Right-of-way 40'or less in width:5'to Right-of-way 40'or less in width:5'to 17 II .X �` 28 Clinton Street 12'buildtozane build-to zone � C) w c: n Minimum Setback from a Lot Line Abutting any Z CB : 'o,' c Public Right-of-Way 4Excluding Alleys) T.F. = 322.2 / ° 12Right-of wayvndih greater than 40`,0'to Right-of way width greater than 40':0'to y� �" 'build-to zone 12'build-to zone �J1 1 �, 12" CPP Inv. North 319.9 = �J o MH Minimum BuildOukPercentageAbuttingany 70° (does not apply lo SF,SF-A2F, _ NOTES: 8" CPP Inv. East = 319.3 Rim = 322.8 Public Right-of-Way ilExcludin Alleys) TH f� Inverts Inaccessible / Minimum interior SAP Setbaak 0' 0' 1.) TH15 MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF Minimum Rear Setback 0' 0' _ TITLE OR AN UP TO DATE TITLE REPORT AND 15 THEREFORE SUBJECT TO "fn the UGDstnot,seiectareasof the dstrrct require ground floor c mmeraalusespersecton4.28. � ad ANY STATEMENT OF FACTS SHOWN THEREON. Lands N/P of c� 2.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD. RAPK, LLC 3.) AN INGRESS/EGRESS, LOADING/UNLOADING AND STORAGE EASEMENT OVER TAX PARCEL NO. I G5.5 1-3-35, BENEFITTING LOT I OF MAP REFERENCE NO. In5trument No. 20 1 703 1 (56O 1 , DATED MARCH I G, 1987, AND RECORDED IN THE 5ARATOGA COUNTY CLERK'S OFFICE ON APRIL 22, 1987 IN BOOK 1 1 91 OF DEEDS, AT PAGE �q 3 1 4 15 TO BE EXTINGUISHED. Tax Map I G5°59- 1 -9. 1 4.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR � d' i�_ INTEREST THE CITY OF 5ARATOGA AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, LEGEND 1 l TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. MNF = MAGNETIC NAIL FOUND a f� 5.) TH15 SURVEY WAS PREPARED FOR THE 50LE PURF05E OF REPORTING THE MNS = MAGNETIC NAIL SET x ACTUAL FIELD CONDITIONS OF THE SUBJECT AREA. CIRS = CAPPED IRON ROD SET c0 j 6.) THE LOCATION OF UNDERGROUND UTILITIES A5 SHOWN HEREON ARE BASED ON ABOVEGROUND STRUCTURES, RECORD INFORMATION AND MAPPING May = MONITORING WELL PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES/ Date: February 25, 2025 STRUCTURES MAY VARY FROM LOCATION SHOWN HEREON. ADDITIONAL = LIGHT POLE BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. Gv Scale 1' = 20' m = GAS VALVE 7.) TH15 MAP 15 COPYRIGHT © 2020 VAN DU5EN *5TEVE5 LAND wv SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO TH15 X = WATER VALVE DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW MAP REFERENCE: ma`s° = WATER SHUT OFF YORK STATE EDUCATION LAW. O S - uL MAP ENTITLED "SURVEY OF LANDS OF GOLUB PROPERTIES, INC. BOOK I 040 = HYDRANT 8.) TH15 MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN OF DEEDS, PAGE 12 1 y� ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE DATED AUGUST 20, 1 0 1 3 NEW YORK STATE A550CIATION OF PROFESSIONAL LAND SURVEYORS. BY TOMMELL�ASSOCIATES = UTILITY POLE GREWAL D2520 DWG. NO. 20-087 #54 CHURCH ST NORTH ELEVATION CONCEPT (AS VIEWED FROM CLINTONAVE/ FEBRUARY25,2025 SCALE.1/8-1'-0" ENTHOUSE APARTMENT SETBACK 18'FROM CLINTON FRONT& 10,FROM CHURCH ST.FRONT Y ENGINEERING, DPC &ENGINEERING AMERICA CO. 76 WASHINGTON ST.,SARATOGA SPRINGS,NY 5181587-1340 tanyay&yc p-mm PARAPET WALL _ROOF LEVEL FLOOR RECESSE _FLOOR 4 CEILING BALCONIES Fn _FLOOR 4 RECESSE BALCONIES ECESSED BALCONIES FLOOR 3 CEILING _J­FLOOR 3 FLOOR 2 CEILING FLOOR 2 STORE CEILING UMN EIFE-:IIE:ll ❑❑❑❑ LL�u _ MAIN FLOOR GRADE LEVEL 'TRY TO SECONDARY TENANT NGLED ENTRY TO MARKET 8 GAS 80'-0" #54 CHURCH ST WEST ELEVATION CONCEPT (AS VIEWED FROM CLINTON AVE) FEBRUARY 25,2025 SCALE.US-V=0- Y ENGINEERING, DPC &ENGINEERING AMERICA CO. 76 WASHINGTON ST,SARATOGA SPRINGS,NY 5181587-1340 tonyay@nycap.rc.cnm PARAPET WALL LEVATOR 6 STAIR TOWER WITH SITTING AREA ROOF LEVEL FLOOR_ n n n FLOOR 4 CEILING FLOOR 4 FLOOR 3 CEILING FLOOR 3 FLOOR 2 CEILING FLOOR 2 _ LL11 STORE CEILING _ ANOPYCOVERED ENTRY TO RESIDENCES COL FE-11010101 MAIN FLOOR _ GRADE LEVEL ANGLED ENTRY TO MARKET 8 GAS 1L 50'-0" 8'-0"