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SITE DATA SITE AREA = 0.97 ACRES (0.5 AC. TO BE DISTURBED) 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. ZONED: C-2 (S) (COMMERCIAL DISTRICT) - UNION ROAD CORRIDOR 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 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 Utica SETBACKS - PARKING REQUIRED PROVIDED FRONT: N/A N/A SIDE (ABUTTING R DISTRICT) : 10 FT MIN. N/A REAR: 10 FT MIN. > 10 FT Buffalo PARKING (9' x 18'): 8 19 STACKING (9' x 20'): 16 8* MAX. BUILDING HEIGHT: 40 FT < 40 FT *VARIANCE REQUIRED PARKING CALCULATION: BANK 1 SPACES PER 350 S.F. GROSS FLOOR AREA 2,455 / 350 8= SPACES REQUIRED 8 STACKING CALCULATION: DRIVE-IN BANK ACCESSORY TO OFFICES 8 SPACES PER BOOTH, CUSTOMER FACILITY OR SERVICE WINDOW 8 x 2 SERVICE WINDOWS16=SPACES REQUIRED 5.0' 5.5' 27.06' 9.5' 5.5' 9.5' 5 1 °' 2 GENERAL NOTES: 129.88 9 5 18.0' 5.0' 1. INSTALL ALL MATERIALS TO MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARDS OF TRADE INVOLVED. 23' 18.0' 24.0' 43. 1 2. SUBSTITUTIONS SHALL BE MADE ONLY WITH OWNER'S APPROVAL AND BE OF EQUIVALENT QUALITY TO WHAT IS SPECIFIED. 8 3. WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND OSHA SAFETY RULES AND REGULATIONS. 9.0' 4. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. NOTIFY OWNER & ENGINEER OF DISCREPANCIES IN CONDITIONS SHOWN ON 9.0' 2 DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. Proposed Bank 6 24.0' 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ANY EXISTING STRUCTURES TO REMAIN AND ANY FINISH MATERIAL INSTALLED WHILE PROPOSED 6.3 5 SINGLE-STORY BANK WORKING ON OTHER COMPONENTS. 7' 8 2,750± S.F. 5 EXISTING 2-STORY 6. CONTRACTOR SHALL KEEP JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO SATISFACTION OF OWNER. F.F.E. = 530.40 OFFICE BUILDING 7. CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION SO THAT THIS WORK WILL NOT DISTURB EXISTING LINES 142.53°' 4 3,150 S.F. FOOTPRINT AND/OR INSTALLATIONS. COORDINATE ALL WORK WITH THE APPLICABLE UTILITY COMPANIES. 5 F.F.E. = 530.90 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS NECESSARY TO PERFORM THE WORK. 2 9. ALL REASONABLE MEASURES SHALL BE TAKEN TO PROTECT EXISTING TREES WHICH ARE TO BE PRESERVED FROM ALL POSSIBLE TYPES OF ROOT, TRUNK, 7 3 AND LIMB DAMAGE; INCLUDING BUT NOT LIMITED TO, RETAINING WALLS WHICH PREVENT FILLING ON TOP OF ROOTS OR EXCAVATING TREE ROOTS. © CARMINA WOOD DESIGN 5.0' 38.63' 113.0' 11 West Seneca, NY 1465 Union Road 11 38.78' 6 4 NOTES: 4 5 1 10 1. ALL RADII SHALL BE 3'-0" UNLESS OTHERWISE NOTED. 9 10.27' 14 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. R30' 8 11 ' R8 R20 9 11 4. CENTER ENTRANCE SIDEWALKS ON DOOR OPENINGS. R15' STOP 3.23' ' 5. BUILDING DIMENSIONS ARE APPROXIMATE, REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS. 11.0' 12 3 24.0' ' R25 ' ' R2 R20 R30 3 5' 13 8 5.0' 1 1 5 10 6 5 97.0' DETAIL LEGEND SEE SITE DETAIL SHEET NOTE LEGEND 8 2/16/26 5 STOP 3 1 TYPE "A" CONCRETE CURB INSTALL STOP SIGN - M.U.T.C.D. SIGN NO. R1-1 5.0' 2 1 Date 5 2 1 2 CONCRETE SIDEWALK RUNOUT CURB IN 2' OR MATCH EXISTING CURB 14.0' 2 4 2 3 STANDARD DUTY ASPHALT 3 SAWCUT LINE, MATCH EXISTING EDGE OF PAVEMENT DO NOT 4 90° PARKING STALL 11 9.0' 1 ENTER 1 5 5 HANDICAPPED PAVEMENT MARKINGS 4 INSTALL "NO PARKING" SIGN, M.U.T.C.D. SIGN NO. P1-1C 18.0' 4 R15 2 7 ' 6 HANDICAPPED PARKING SIGN LANDSCAPED AREA - SEE LANDSCAPE PLAN, IF NO PLANTINGS, INSTALL TOPSOIL & SEED 6 5 ' R8 7 HANDICAPPED PAVEMENT RAMP R8 1' WIDE WHITE PAVEMENT STRIPES @ 1' SPACING BETWEEN 4" WIDE WHITE CROSSWALK LINES Added bench ' 6 R10 No. Description R5' 10 3 8 LIGHT POLE FOUNDATION ' 3 7 INSTALL "DO NOT ENTER" SIGN, M.U.T.C.D. SIGN NO. R5-1 9 24.0' PAINTED TRAFFIC ARROWS REVISIONS: 9 THIS IS 20 SCALE 10 STOP BAR 8 MATCH EX. SIDEWALK 11 PIPE BOLLARD DECORATIVE BRICK WALL - REFER TO PLANS BY OTHERS 1 9 15 10 DRIVE-THRU DIRECTIONAL SIGN - COORDINATE W/ OWNER 11 CLEARANCE SIGN - COORDINATE W/ OWNER ARY CTION 12 FLAGPOLE - COORDINATE W/ OWNER 13 CANOPY - REFER TO PLANS BY OTHERS CONSTRU 13 PRELIMIN 14 BENCH - COORDINATE W/ OWNER 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 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 15 of 65