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Potential Site Plan map H uz�Wa z g a UQ z> z�JO ; J NJ H z W lL W Q S O w so S J L L12 z NO 223 - u0, ** *** � WAz Wz � Ll 9 � NY7-4 � / NG z o z o ASO J> d/% �1CW'�g> rw- m ui dWU1 Q 0 0 WOw� eSO w U121 �- � / � " Q oZONING ANALYSIS TABLE OVERALL SITE STATISTICS wo�y ZONING DISTRICT CI-COMMERCIAL INTENSIVE / / \ EXISTING PROPOSED �f + 41, CONVENIENCE STORE IS A SITE PLAN REVIEW USE E-1 S.F. ACRES %COV. S.F. ACRES %COV. a TOTAL LOT AREA 185,166 4.25 100% 185,166 4.25 100% � Y ZONE CRITERIA REQUIRED EXISTING PROPOSED / t OTAL BUILDING AREA FOOTPRINT OW 961 .02 0.5% 5,275 0.12 2.8% > ; MINIMUM LOT AREA 1 ACRE 3.2 ACRES± 4.25 ACRES± / J: �z w z o LL OTAL PAVEMENT/CONC.AREA 9,694 .22 5.2% 91,684 2.10 49.4% C7 W z g < Y Y MINIMUM LOT WIDTH 150 FT 820.6 FT UNCHANGED , Q z z o o w OTAL OPEN/LANDSCAPE AREA 174,511 4.01 94.3% 88,207 2.03 47.8% �"W "' of 0 >- _ MINIMUM ROAD FRONTAGE 150 FT 373.0 FT UNCHANGED W W W FT 13.7 FT UNCHANGED o�� > z m z z z 15o NlF LANDS OF � �� � 'v � � �� �z MINIMUM LOT DEPTH xx 83.6FT(BLDG) NIAGARA MOHAWK POWER CORPORATION / ',;` t , ,,, > MIN.FRONT SETBACK 75 FT 46.9 FT(E) f Iz E 56.6 FT CANOPY • SECTION 277.04 BLOCK 1 LOT 8 /� t MIN.SIDE SETBACK 20 FT MINJ50 FT TOTAL N/A N/A ® ♦ 1 \ 1. aGO MIN.REAR SETBACK 25 FT 288.9 FT 132.7 FT ® REVISIONS` MAX.BUILDING HEIGHT 40 FT 20 FT± 32 FT GREEN SPACE MINIMUM 30% - PROP. ca � g � REV DATE COMMENT BY WELCO E'SIGN PARKING SPACES 36 8± 36J \ \ rte. 1 PARKING CRITERIA 1 SPACE/150 SF GROSS FLOOR AREA \SGG PROP.'SEE YOU (9'x18') 5,275/150=36 SPACES END SLOPED / SOON'SIGN 2 GRANITE CURB. 1010 / \ ✓ BEGIN VERTICAL ACCESSIBLE PARKING SPACES 2 2 END VERTICAL GRANITE CURB. / t GRANITE CURB. SGG / 4 ACCESSIBLE PARKING CRITERIA TOTAL PARKING 1 TO 25=1 ACCESSIBLE SPACE BEGIN SLOPED / 1 0lowPROP.STOP STANDARD SPACE-8'x18'W/5'ACCESS AISLE VAN ACCESSIBLE SPACES=1/6 SPACES GRANITE CURB. BAR' / (TYP) / NM 5 (VAN ACCESSIBLE SPACE-8'x18'W/8'ACCESS / NYT.3 AISLE) / 's // 1 6 N/A NOT APPLICABLE221 / END VERTICAL o�0 7 / O" e- ' e ROP.24'x42' GRANITE CURB. mm \c PROP o VARIANCE REQUIRED BEGIN SLOPED FREESTANDING CANOPY GRANITE CURB. y o 2 SIGN t 8 / ® �1 SGC tt� 9 \ tt ' 6 � /� <• ,a. CONC.PAD �, \ t 6 10 /PROP.DIESEL PROP.ASPHALT FUEL ISLAND ® PAVEMENT P t� ' ff / SEZB (TYP.OF 3) .Q 8 / 3+2 DIESEL/ c, 12 • // 0��6 0 . .0 `4 E-FREE )1 1 °..:( .. .. a 4 PROP.VERTICAL 66.6 13 GRANITE CURB NY 220 � � / UG DIESEL o END SLOPED � M 2-A 14 AND DEF FUEL a ® 0 ° GRANITE CURB. TANKS A a. BEGIN VERTICAL 15 1 rror / 24 23 22 21 20 19 GRANITE CURB. 1 ' If PROP. FUEL 0 • o ,I r o•a / °° ° ISLAND(TY .18 a an OF 5) IMSw � =a I1 REMOTE FILLS PRELIMINARY pLLIVIp ` Rv PROPASPHALT 17 ONIRAISED PAVEMENT o CONIC. C.M AT PROJECT 16 { a 233 DRAWN BY: AKS B15 AKS 0. °a° \ oK CHECKED BY: JRG 15 DATE: 2/12/18 25 "_ ,, ° `� I SCALE: AS NOTED fk / ' \ o ° °° Q .4. 1 CAD I.D.: B150233SS07 PROPOSED END SLOPED 26 �. a°.° ° o 1 lJ PROJECT: / GRANITE CURB. 14 0 MANAGEMENT 27 v a <. o �° / BEGIN VERTICAL SITE / AREA GRANITE CURB. 13 58.0' a n Q C\ \ 28 /rf }Ff7" o a 9° °..a °v O N1 1 12 63z ® } PLANS 29 ( F Q M a PROP. moo. _ aQ FOR- 75, \ \ FR 30 o1r qtr x Viµ, 11 �. ° a Q UG FUEL m N • • ° y \ TANK .o. • • � R ro . S D o ET �.o � 8 \ \ A • C 30.0 m m 1Q ° Lzi-aa • • Cmnbidand W 1 PROP.AIR 32 8 \ ca No _/ ®-.. TOWER \ a �.M <.° I a.. _END VERTICAL F A M S X \ GRANITE CURB. 337< e °a'' I GRANITEBEGINSLOCURB. PROP. <Q .�: �. \ LOCATION �� ���� ° DUMPSTER \ PROP.32x171' L1 L 30.0' J 4,E ROUTE 9 & ROUTE 149 ' h'9LT � 34 ENCLOSURE 1 2 3 4 5 6 CONC.PAD �J P� g TOWN OF QUEENSBURY g'p,�j 8 PROP.'SEE YOU \ ° .a <a .a I I I c� o i SOON'SIGN 35 PROP.CO2 U j P I; I' WARREN COUNTY ? TANK `° I (� MAR 1 6 201 II y 6 STATE OF NEW YORK V \ i ClaL�r�¢l77C r'' c �o p q y OOT >. > \ .3b77.s�1t 'l'`Isle +, Z_!3 7�-�-81,SJL2Uf-SY PROPERTY LINE ED 05D � 36 3+2 DIESEL/ �! �"'w'�- pER PROP. o PROP: E-FREE COPi)vtl_'F PER DEED LINE o PROP. 22'x171' I i � 7� a�d�lUIENT 1935 A300: 'WELCOME'SIGN "9 VERTICAL CANOPY " OHLER GRANITE ® J` X INO I q ` CURB o ENGINEERING 17 COMPUTER DRIVE WEST, SUITE 203 _ ALBANY, NY 12205 R040 L0U4,, 09RY FREESTANDING Phone: (518)438-9900 NysO SIGN ! Fax: (518)438-0900 www.BohlerEngineering,am== PAVEMENT' S(JLID 1N11F UNE _ 1 OA Hfd ITE L1NE Ax --.0 TSP IT-80 W.D. GOEBEL 02-M&E MOW L U.S. OUTE9�1 S.H. NO. 417 SOL10 My NEc� -__ � Sl1ll1J{yj,,l 1__ �:. ✓ ~` I� ,� �� TSB 15ROFESSIONA L ENGINEEk l�«F f/✓ } >1 NEW YORK LICENSE No.071284-1 : - � OHIO LICENSE No.E-68329 C DRIVEWAY I DRI VFHAY �a SI NIM 16`3 ----- NYT 1Q3 Gb' SHEET TITLE: �� ._,,.,....•.- NY7 104 w C1THH SITE PLAN ---` N,9+C 1664 \\\\\\\ WINE, NYT 141ml �\��\\�� SHEET NUMBER: NY 1 1{l Know a xv 1s`P 04,po Know What's below, 30 15 7.5 0 30 Call before you dig. TI 30, REV 0