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sections 7209N and 7301 of the New York State Education Law for any person, unless acting under the direction of a registered architect, licensed engineer or land surveyor to alter this drawing. If altered such R.A., P.E. or L.L.S. shall affix his or her seal, signature, the date,the notation "Altered By" and a specific description of the alteration. All Rights Reserved. Reuse of these documents without the expressed written permission of CARMINAWOOD DESIGN is prohibited. WARNING it is a violation of article 145 Greensboro Utica SITE DATA SITE AREA = 0.97 ACRES Buffalo ZONED: C-2 (S) (COMMERCIAL DISTRICT) - UNION ROAD CORRIDOR BUILDING: SINGLE STORY BANK W/ DRIVE-THRU SETBACKS - BUILDING REQUIRED PROVIDED FRONT: 20 FT MAX. 5.5 FT SIDE : 5 FT MIN. 44.85 FT REAR: 30 FT MIN. > 30 FT SETBACKS - PARKING REQUIRED PROVIDED FRONT: N/A N/A SIDE (ABUTTING R DISTRICT) : 10 FT MIN. N/A REAR: 10 FT MIN. > 10 FT PARKING (9' x 18'): 8 19 STACKING (9' x 20'): 16 8* MAX. BUILDING HEIGHT: 40 FT < 40 FT 5.0' 5.5' 27.06' 9.5' 5.5' 9.5' *VARIANCE REQUIRED .8 8°' PARKING CALCULATION: 129 18.0' 5.0' 23' 18.0' 24.0' BANK 43. 8 1 SPACES PER 350 S.F. GROSS FLOOR AREA 2,455 / 350 8= SPACES REQUIRED 9.0' 9.0' STACKING CALCULATION: Proposed Bank 24.0' 6.3 PROPOSED BANK DRIVE-IN BANK ACCESSORY TO OFFICES 7' EXISTING 2-STORY 2,750± S.F. 8 SPACES PER BOOTH, CUSTOMER FACILITY OR SERVICE WINDOW OFFICE BUILDING 8 x 2 SERVICE WINDOWS16=SPACES REQUIRED 142.53°' 3,150 S.F. FOOTPRINT F.F.E. = 530.90 DRIVE-THRU DIRECTIONAL SIGN © CARMINA WOOD DESIGN 5.0' 38.63' 113.0' West Seneca, NY 1465 Union Road 38.78' 6 5 10.27' R30' ' R8 R2 0' R15' STOP 3.23' FLAGPOLE 11.0' 24.0' MATCH EX. ' ' PAVEMENT 5' R20 R30 R2 R2 5' CANOPY 5.0' 97.0' 5.0' Date 14.0' GENERAL NOTES: 14.0' 2 1. INSTALL ALL MATERIALS TO MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARDS OF TRADE INVOLVED. 2. SUBSTITUTIONS SHALL BE MADE ONLY WITH OWNER'S APPROVAL AND BE OF EQUIVALENT QUALITY TO WHAT IS SPECIFIED. DO NOT 3. WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND OSHA SAFETY RULES AND REGULATIONS. CLEARANCE SIGN 9.0' ENTER 4. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. NOTIFY OWNER & ENGINEER OF DISCREPANCIES IN CONDITIONS SHOWN ON 18.0' R15 DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. ' 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ANY EXISTING STRUCTURES TO REMAIN AND ANY FINISH MATERIAL INSTALLED WHILE 6 WORKING ON OTHER COMPONENTS. ' R8 R8 DRIVE-THRU 6. CONTRACTOR SHALL KEEP JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO SATISFACTION OF OWNER. ' R10 DIRECTIONAL SIGN 7. CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION SO THAT THIS WORK WILL NOT DISTURB EXISTING LINES No. Description R5' ' AND/OR INSTALLATIONS. COORDINATE ALL WORK WITH THE APPLICABLE UTILITY COMPANIES. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS NECESSARY TO PERFORM THE WORK. 24.0' REVISIONS: MATCH EX. PAVEMENT 9. ALL REASONABLE MEASURES SHALL BE TAKEN TO PROTECT EXISTING TREES WHICH ARE TO BE PRESERVED FROM ALL POSSIBLE TYPES OF ROOT, TRUNK, AND LIMB DAMAGE; INCLUDING BUT NOT LIMITED TO, RETAINING WALLS WHICH PREVENT FILLING ON TOP OF ROOTS OR EXCAVATING TREE ROOTS. NOTES: 15 1. ALL RADII SHALL BE 3'-0" UNLESS OTHERWISE NOTED. 2. ALL DISTURBED AREAS: SHALL HAVE 4" MIN. OF TOPSOIL & SEED. 3. ALL DIMENSIONS FROM PROPERTY LINES SHALL BE MEASURED PERPENDICULAR TO THE PROPERTY LINE. ARY CTION 4. CENTER ENTRANCE SIDEWALKS ON DOOR OPENINGS. 5. BUILDING DIMENSIONS ARE APPROXIMATE, REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS. CONSTRU 13 PRELIMIN POTENTIAL FUTURE PARKING EXPANSION SITE LEGEND NOT FOR PROPERTY LINE PROPOSED CONCRETE CURB PROPOSED SIDEWALK / CONCRETE PAD NUMBER OF PARKING SPACES 27 PROPOSED SIGN DRAWING NAME: PROPOSED STANDARD DUTY Site Plan ASPHALT PAVEMENT Concept PROPOSED LIGHT POLE PROPOSED WALL MOUNTED LIGHT Date: 1/20/26 Drawn By: A. Pandolfe Site Plan NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. Scale: DRAWING NO. As Noted SCALE: 1"=30' 20' 20 0 20 40Ft. C-100 Project No: 25-4181 Page 13 of 27