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105 PLOT TIME: 1/13/2026 12:35:53 PM GENERAL SURVEY NOTES: PLANNING DATA ZONING CLASSIFICATION: LOCAL RETAIL BUSINESS DISTRICT (C-1) 1. EXISTING CONDITIONS ARE BASED ON A FIELD SURVEY PREPARED BY PARCEL #: 160.18 -1 - 9.1 BOWMAN CONSULTING TITLED ALTA/NSPS LAND TITLE SURVEY FOR BRIAD SEWER DISTRICT: ERIE COUNTY SEWER DISTRICT NO.3 DEVELOPMENT, LLC, DATED OCTOBER 10, 2025. WATER DISTRICT: ERIE COUNTY WATER AUTHORITY 2. THE SURVEY IS TIED HORIZONTALLY INTO THE NORTH AMERICAN DATUM OF Architecture ITEM REQUIRED / ALLOWED PROPOSED 1983 (NAD 83). Eng ine er ing MAX BUILDING HEIGHT 35 FT. 25 FT. Land Surveying 3. THE SURVEY IS TIED VERTICALLY INTO THE NORTH AMERICAN VERTICAL MAX LOT COVERAGE 75% 35.2% DATUM OF 1988 (NAVD 88). WWW.GYMODPC.COM MAXIMUM PRINCIPAL USE AND 15,000 SF. 8,702 SF. 18969 US Route 11 STRUCTURE SIZE Watertown,NY13601 MINIMUM LOT WIDTH 100 FT. > 100 FT. 315.788.3900 MINIMUM FRONT YARD SETBACK 40 FT. 56 FT. © MINIMUM SIDE YARD SETBACK 5 FT. / 25 FT. 107 FT. / 54 FT. MINIMUM REAR YARD SETBACK 10 FT. 210 FT. IT IS A VIOLATION OF SECTION NUMBER OF PARKING SPACES IS 7209, SUBDIVISION 2, OF THE 43 PARKING SPACES NEW YORK STATE EDUCATION PARKING SPACES DETERMINED BY THE TOWN OF LAW FOR ANY PERSON, UNLESS 14 GAS CANOPY SPACES HAMBURG NY PLANNING BOARD. ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 12" H ENGINEER OR LAND SURVEYOR N 33° 53' 38" W 0.8' TO ALTER THIS DOCUMENT IN 21.92' DPE ANY WAY. IF ALTERED, SUCH ) 2' EED 109.7 (21.92' DEED ) LICENSEE SHALL AFFIX HIS OR .72' D S OF 3 T EN D " (109 AND 70 EXISTING LEGEND HER SEAL AND THE NOTATION 07" W 701 M N 6' G T HE L "ALTERED BY" FOLLOWED BY U U T °2 ON S 41 TERLY A5L, PG. 397 701.8 BC 7 N FO DO .1' ' 701.9 EXISTING WETLAND HIS OR HER SIGNATURE, DATE 703.3 699.6 O Y 2 .9 E S 87 AND A SPECIFIC DESCRIPTION 702.5 M THW LIBER 5 TC 7701.57 03.60 "N BC 0 SOU OF ALTERATION. 3 701.5 701.3 01.89 CONCRETE SIDEWALK 2 3 10' M YARD 69 SEAL: REA ACK 693.3 693.4 4 SETB 694.4 70 20' PERMANENT EASEMENT INIM R 5 INLET 69 (B) MONUMENT GR. 702.72 UM 20 FOUND INV. 698.72 (A) PROPERTY LINE ' 692.4 "NYDOT" INV. 698.67 (B) 1.2' (A) 693 MINOR CONTOUR LINE 5 N 39° 18' 50 0.5' 70 (N 39° 26' 33 APPROX. LOC. 695.9 20' WIDE PERMANENT EASEMENT MAJOR CONTOUR LINE BC 70 693.4 PER REF. #2 705.32 TC 703.66 BC 703.34 6 703.86 69 (NOT REFERENCED IN TITLE REPORT) 703.5 703.4 5 702.6 701.6 .54 691.4 STORM SEWER LINE " 293' +/- RE "W EXISTING OVERHEAD PROJECT NO: 2025-094 PROPOSED 4" DIP MONUMENT 12" HDPE WATER SERVICE UTILITY LINE SCALE: 1" = 30' FOUND 293.76' 6 "NYDOT" 70 692.5 EXISTING ELECTRICAL BOX DRAWN BY: CC F #3) 693.7 695.4 DESIGNED BY: PS BC 704.59 1 TC 704.89 69 EXISTING TRANSMISSION 697 E 690.8 POLE ER ONT LIN PS BC 706.95 10 697.3 CHECKED BY: 706.73 705.58 7' M 704.7 ' MINIMU 704.1 703.1 YA FR 69825 TY R 689.3 E YA R D EXISTING UTILITY POLE DATE ISSUED: N/A RD OM SID PR OM F PR W SETBACK OP 691 EXISTING ELECTRICAL LI OP EST YA 10' FR NE E S 692.3 694.5 697.4 MANHOLE RT ID 6 R5 70 705 R15 BC 705.34 TC 705.65 Y E INLET RD 0' 707.04 2 689.5 GR. 706.50 EXISTING GAS MARKER 89 ' 6 INV. 702.15 (A) 30' 1 69 INV. 701.95 (B) 707 INLET EXISTING CATCH BASIN 0' GR. 708.03 R2 691.7 BC 706.32 TC 706.61 R2 INV. 704.33 (A) 707.95 707.41 692 9 0 ' INV. 702.63 (B) SANITARY MANHOLE 69 (B) 15 " HD P E 692.6 15" HDPE 703.9 705.2 (B) 5' AR (B) 706.0 706.4 689.4 69 3 (B) NYSDOT MONUMNET M D (A) 696.4 Y IN S APPROX. LOC. (A) PROPOSED ASPHALT 9 IM ET SAN MH. 699.2 U BA 3 PAVEMENT WETLAND MARKER M 689.0 PER REF. #2 69 N.Y.D.O.T. 6" HDPE 0 8 SI CK 70 70 BC MAP NO. 288 PROPOSED D 694 708.17 E 708.55 70 PARCEL 324VENDOR SIGN TRAFFIC SIGN 8. R2 R2 695.1 35 12' 706 (REF. #3) 0' 5 7' 707 69 7 7 69 690 696 68 BC 708.32 TC 707.81 BC 707.55 688.7 698 688 APPROX. LOC. 708.92 705.2 704.9 708.52 706.6 707.5 708.98 20' WIDE PERMANENT 4 ' 702.1 694.7 R5 PROPOSED LEGEND 699 702 EASEMENT 69 SOUTHWESTERN BLVD (NYS ROUTE 20) AND BIG TREE ROAD 5 ' 20' PER REF. #2 R6912 (NOT REFERENCED IN TITLE REPORT) 2-113 BUILDING 689.2 12" HDPE 691.0 TOWN OF HAMBURG, ERIE COUNTY, STATE OF NEW YORK 687.6 PROPOSED CONCRETE 697.4 2 ' 70 703 10 3 7 08. 56 CONCRETE DUMPSTER PAD R 70 BC 70 ' 6 96 MONUMENT 9 79 FOUND ASPHALT PAVEMENT 9 . 693.1 INLET 70 7 6 77 GR. 708.54 "NYDOT" 68 INV. 704.09 (A) JIMMY JOHN'S/ INLET PAVEMENT PAINT CONCEPT SITE DEVELOPMENT PLAN 705.2 708.5 INV. 703.99 (B) PROPOSED +/- 1,799 SF PROPOSED +/- 1,387 SF "W 696.1 702.4 GR. 709.33 PROPOSED 699.4 +/- 4,625 SF 698 DUNKIN (A) +/- 891 SF BWW2GO CIRCLE K 4 4 INV. 705.88 (A) QSR STORMWATER 706.8 ' 708 707.6 1 704.1 (B) 12" HDPE INV. 705.13 (B) MANAGEMENT AREA °0 688.3 (B) BC 708.55 (A) TC 708.86 709.84 709.70 (A) 692.9 694.3 11 704 12' 30' SETBACK LINE PROJECT LOCATION: C:\Users\cchawgo\GYMO DPC\2025-094 Circle K Wendy's Jimmy John's Hamburg NY - Documents\04_Engineering\01_Drawings\Site 2025 - 094.dwg 6" HDPE S 8 MONUMENT 68 690.3 696.5 701.8 703 FOUND WATER SERVICE LINE PROPOSED STORMWATER "NYDOT" CIRCLE K/ JIMMY JOHN'S/DUNKIN/BWW2GO 687.1 9 68 MANAGEMENT AREA 1 70 6' FULL HEIGHT CURB 5 709 689.5 70 701.4 BC 709.63 684.3 686.4 2 70 PROPOSED CONCRETE BC 709.11 TC 709.40 690 168.38' 710.17 710 709.95 18 PAVEMENT SIGN 709.1 709.4 16 707.7 692.2 14' 12' 18' BIG TREE 694.5 702 R1 DRIVE THROUGH INTERCOM 0' (N 33° 43' 35" REF #3) 702.4 690.7 9' R5 ROAD (VARIABLE WIDTH) 688.1 5' 684.6 R5 ' N 33° 42' 54" W 63' FROM R 701.0 BOLLARD 697.1 ' 698.3 705.4 685 702.4 EAST SIDE 686.4 PROPERTY LINE 37' 692.2 703.5 9 43 PARKING COUNT PROPOSED FUEL 70 6 BC 709.36 TC 709.72 CANOPY 700.8 BC 709.90 6 68 710.30 709.5 709.5 708.6 689.6 685.5 6 8 698.3 69 69 706.3 710.36 694.1 703.2 0 35' 35' 70 690 687 691.1 710 1 7 687.2 69 70 697.0 CANOPY DRIP LINE 688.4 7 7 01 702.7 INLET 9 69 69 2 701.0 GR. 709.58 709 69 693.1 703.7 INV. 705.38 (A) R 8 691.0 703 68 BC 710.08 687.7 INV. 705.28 (B) 702 2' 696.2 3 2-103 -6 69 PROPOSED INLET " 706.3 GR. 710.05 (B) 698 AIR PORT 708.7 699.4 45' 709.3 4 INV. 705.85 (A) 709.6 69 705.3 MONUMENT INV. 705.65 (B) 689 689.3 9 698.8 709.85 709.8 708.1 687.9 700.1 FOUND (A) 10" HDPE 710.61 710.62 5 701.6 "NYDOT" (B) 709.93 6 MONUMENT 706 N.Y.D.O.T. 69 705 MONUMENT 69 (A 688.2 MAP NO. 288 695.3 INLET FOUND TC 709.84 FOUND ) 1 708.8 BC 709.56 "NYDOT" PARCEL 324 692.4 GR. 704.25 703.5 0.1' 0" (REF. #3) INLET 697 MONUMENT 0.5' (N 56° 52' 18" REF #3) SAN MH. INV. 701.05 (A) ) HD GR. 598.00 699.0 FOUND (N 53° 15 ' 47" RE PROPOSED F #3 2-108 708.1 TC 709.36 .70 RIM 700.30 INV. 700.25 (B) PROPOSED N 56° 52' 59" E 95.20' 709.4 P 8' 709 688.8 690.5 INV. 594.60 (A) 0.3' E 186.9 ' 28" TANKS 707.9 709 N 53° 16FUEL E 688 (N 56° 00' 36" 346' +/- REF #3) (SEALED) VENDOR SIGN 688.0 INV. 594.10 (B) 0.1' 30' 709.0 N 56° 01' 17" E 346.17' 707.6 09 FRONT YARD FRONT YARD 705.5 706.4 9. BC 40' MINIMUM 688.2 702.2 PROPERTY 704.1 705 708.7 70 71 56' FROM 708 SETBACK 699.1 706.37 707.25 0.7 695.6 697.8 700 701.0 708.68 687.9 692.6 698 699 701 R2 ' 705.03 8.98 70 MONUMENT 4 LINE 686.6 9 689.7 694 696 697 701.70 0' R15 703.40 706.32 707.20 708.04 708.65 70 9.0 8 691.2 692 693 695 698.40 700.08 8 68 68 690 1077 691.00 694.06 696.38 703.38 705.00 707.97 7 08 FOUND UGEL 701.59 .92 687.42 689.68 691.80 696.29 698.38 700.08 TC 704.89 6" HDPE TC 706.14 TC 707.17 TC 708.49 "NYDOT" 691.78 693.99 TC 699.95 TC 701.48 TC 703.29 BC 702.96 (A) BC 704.58 BC 705.89 BC 706.89 BC 708.18 (A) 6" HDPE 0.2' 687.32 689.59 BC 701.27 TC 696.21 BC 699.64 (B) (B) 0.5' (B) TC 691.65 12" HDPE TC 693.91 BC 695.93 TC 687.24 TC 689.50 (A) BC 693.61 INLET (A)6" HDPE BC 689.24 BC 691.32 BC 686.96 GR. 708.50 LAST REVISED: N/A (B) INLET INV. 705.40 (A) GR. 690.01 INV. 704.50 (B) PROGRESS PRINTS ONLY E INV. 685.51 (A) 12" HDPE JANUARY 13, 2026 DP INV. 685.41 (B) 12" HDPE SOUTHWESTERN BOULEVARD "H DRAWING NO. 12 (S.H. 9269) GRAPHIC SCALE INLET (WIDTH VARIES) NORTH BY DATUM 1 inch = 30 ft. 15 0 7.5 15 30 60 C101