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ZONING TABLE GENERAL NOTES LANDSCAPE SCHEDULE ZONING DISTRICT OVERALY DISTRICT NH - NEIGHBORHOOD COMMERCIAL NO OVERLAY DISTRICT N/A - NOT APPLICABLE N/S - NOT SPECIFIED (V) - VARIANCE REQUESTED A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. ALL ON SITE CONCRETE TO BE 4,000 PSI. KEY QTY. BOTANICAL NAME COMMON NAME SIZE CONT. (W) - WAIVER REQUESTED REQUIRED PERMIT ANY REQUIRED PERMITS (E) - EXIST NON-CONFORMANCE B SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION, SIDEWALK, CURB EVERGREEN SHRUBS ZONING CRITERIA REQUIRED EXISTING PROPOSED GUTTER LINE, PROPERTY LINE, OR CENTER LINE OF STRIPING UNLESS ICG 6 ILEX X MESERVEAE 'CHINA GIRL' CHINA GIRL HOLLY 30-36" B+B OTHERWISE NOTED. MIN LOT AREA 40,000 SF 51,714 SF (±1.18 AC) 51,714 SF (±1.18 AC) W E IGS 6 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" B+B C COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT MIN LOT WIDTH 40' 122' 122' ABBO JCHC 14 JUNIPERUS CHINENSIS 'HETZII COLUMNAR HETZ JUNIPER 4-5' B+B DRAWINGS. (ASPO WAY TRD LIMIT MAX LOT COVERAGE 80% ±33.8% ±55.7% (30 M (TW PH SPEE (66' W LT ROAD COLUMNARIS' HA DANIEL ZIELINSKI D.B. 11091, PG. 698 IDE R. T D REFER TO STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS AND T RO HSE #1255 ABBOTT ROAD RPG 6 RHODODENDRON 'PURPLE GEM' PURPLE GEM RHODODENDRON 24-30" CONTAINER MAX FRONT SETBACK 10' ±9.8' ±8.2' O.W.)AY) AFFIC) ) LAYOUT OF SIDEWALKS ADJACENT TO BUILDING PERIMETER. W SUBTOTAL: 32 MIN SIDE SETBACK 0' N/A N/A AD O'REILLY - INTERNAT D S MIN REAR SETBACK 10' ±14.9' ±20.1' E PRIOR TO INSTALLATION, CONTRACTOR TO VERIFY LOCATIONS OF LIGHT IONAL PROSTAR 14 JCHC PORTAL: 52'-0" BUILDING TYPE: PEMB SQ. FT. = 7,650 6 RPG POLES, LANDSCAPING, AND UTILITIES DO NOT CONFLICT WITH SITE SIGN 85'-0" X 90'-0" 6 ICG MAX BUILDING HEIGHT 30' ± 1-STORY ±20' EGRESS DOOR O'Reilly Auto Parts 6 IGS ORNAMENTAL GRASSES LOCATION SHOWN. IF CONFLICT IS DISCOVERED, CONTRACTOR TO NOTIFY NAD83 PARKING SPACES 31 0 41 OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. PENNISETUM ALOPECUROIDES 6 PAH PAH 6 DWARF FOUNTAIN GRASS 2 GAL. CONTAINER 'HAMELN' ACCESS PARKING SPACES 2 0 2 DOOR F FOR BUILDING FRONT SIDEWALK GENERAL DEVELOPMENT LAYOUT DEALER SUBTOTAL: 6 EXISTING USE: RETAIL STORE C/O CONCEPT, REFER TO DETAIL 12/C2.2. PARKING STALL CRITERIA PROPOSED USE/CATEGORY: RETAIL STORE STANDARD: 9'X19' REQUIRED PARKING: 1 SPACE / 250 SF OF SALES FLOOR AREA CALCULATION: 7,650 SF / 250 SF= 31 SPACES REQUIRED S NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. ACCESSIBLE PARKING REQUIRED PARKING: 25-50 SPACE = 2 ACCESSIBLE SPACES CRITERIA KEY NOTES JULIAN AVE (50' WIDE R.O.W.) SYMBOL LEGEND (ASPHALT ROADWAY) (TWO WAY TRAFFIC) (30 MPH SPEED LIMIT) NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS LEGEND. 1 CONCRETE PAVING (STANDARD DUTY) AT PARKING AREAS, (HEAVY DUTY) NEW BUILDING CONSTRUCTION AT DRIVE AREAS, DRIVE APRONS, FIRE LANES, AND REFUSE AREA, REFER TO DETAIL 1/C2.2. AREA OF CONCRETE SIDEWALK 2A ASPHALT PAVING (HEAVY DUTY) AT DRIVE AREAS, DRIVE APRONS, AND FIRE LANES, REFER TO DETAIL 2A/C2.2. AREA OF CONCRETE PAVING TRUCK TURN EXHIBIT (WB-50) S88°43'30"E 2B ASPHALT PAVING (LIGHT DUTY) AT DRIVE AREAS, DRIVE APRONS, AND FIRE LANES, REFER TO DETAIL 2A/C2.3. O'REILLY STANDARD DELIVERY VEHICLE 357.97' NEW CONCRETE BUMPER BLOCK SCALE: 1" = 80' LOD 2B 3 CONCRETE CURB, REFER TO DETAIL 3/C2.2. LOD LOD LOD LOD NEW LIGHT POLE LOCATION 10' 10' CONCRETE SIDEWALK, REFER TO DETAIL 4/C2.2. REFER TO STRUCTURAL LOD 14 4 LOD LOD LOD LOD LOD LOD 22 LOD DRAWINGS FOR LAYOUT OF CONTROL AND EXPANSION JOINTS ADJACENT SITE DEVELOPMENT PLAN NEW FENCE CONSTRUCTION LOD 20 TO BUILDING PERIMETER. NEW CURB AND GUTTER LOD 14 14 5 CONCRETE DOOR LANDING, REFER TO DETAIL 5/C2.2 AND STRUCTURAL 3 DRAWINGS. LANDING MAY BE POURED MONOLITHIC WITH PAVING IF 20' 2B 16 CONCRETE PAVING IS PROVIDED. LOD 6 ACCESSIBLE PARKING SYMBOL PAVEMENT STRIPING, REFER TO DETAIL 9' LOD 1 4'R 6/C2.2. 18 19 ABB 4'R 25 LOD 12 LOD 25 7 STEEL BOLLARD, REFER TO DETAIL 7/C2.2. PROVIDE (2) AT REFUSE CONTAINER AREA, (2) AT SECTIONAL OVERHEAD FREIGHT DOOR, AND (9) AT FRONT ENTRY. REFER TO STRUCTURAL DRAWINGS FOR LAYOUT OF 7 2A BOLLARDS ADJACENT TO BUILDING PERIMETER. 17 30' N00°05'25"W LOD 2A (ASP WAY ED LIM (30 M 94.90' (TWOPH SPE LOD (66' W 8 ACCESSIBLE PARKING SIGN, REFER TO DETAIL 8/C2.2. O LOD 4'R 11 25 HAL 25 9 ACCESSIBLE AISLE TRANSITION NOT USED 9' 9' 9' 19 LANDS N/F OF 9' IDE R DWA TT R ACCESSIBLE CONCRETE CURB RAMP TO BE INSTALLED PER CITY AND / OR T RORAFFIC)T) DANIEL ZIELINSKI 4'R 10 LOD STATE DESIGN STANDARDS. NOT USED D.B. 11091, PG. 698 6 NEW O'REILLY AUTO PARTS STORE LOD 1 1255,1265,1269,1271 ABBOTT ROAD T .O.W Y) TM #142.07-2-8 2B 3 A 16 20' HSE #1255 ABBOTT ROAD 4 7 7 11 ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA COMPLIANT) TO 13 13 19 .) SLOPE 2% MAXIMUM IN ALL DIRECTIONS. PROVIDE PAVEMENT MARKINGS TO LOD 4 OAD MATCH STRIPING COLOR UNLESS OTHERWISE REQUIRED TO COMPLY WITH LOD S12°56'27"E I GOVERNING ACCESSIBILITY REGULATIONS. 4' 8.2' 220.71' 6' 279.4' 12 REFUSE ENCLOSURE, REFER TO 1/C2.3. 4 8 LOD 13 13 D 14 CONCRETE BUMPER BLOCK (8" W X 5" H X 6'-0" LONG) ANCHORED TO PAVING LO 4 13 LOD LOD LOD LOD LOD 23 D WITH (2)1'-6" LONG #4 REBAR. 5 N88°08'23"W 23 14 PARKING LOT LIGHTING, REFER TO SITE UTILITY PLAN FOR TYPE AND LOD LOD 14 JCHC CONSTRUCTION. 257.94' PORTAL: 52'-0" BUILDING TYPE: PEMB 15 4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING PAINT - LACKAWANNA, NY SQ. FT. = 7,650 20 YELLOW (2 COATS). 6 RPG LOD LOD 58'-6" OH 85'-0" X 90'-0" 18 16 SITE SIGN, REFER TO SHEET SG1.1 FOR TYPE, CONSTRUCTION AND OH 23 6 ICG LOCATION. SIGN OWNER FURNISHED AND INSTALLED (REFER TO SCOPE OF O'Reilly Auto Parts 6 IGS 2B WORK SCHEDULE). REFER TO SITE UTILITY PLAN FOR ADDITIONAL REQUIREMENTS. OH EGRESS 85' LOD LOD DOOR 17 CONCRETE DRIVE APRON TO BE INSTALLED PER CITY AND / OR STATE 90' DESIGN STANDARDS. IF NO STANDARDS PROVIDE CONCRETE N00°18'33"E 5' CONSTRUCTION PER DETAIL 2/C2.2. 5 16 OH PROJECT: 118.99' 6 PAH LOD LOD 18 LIMITS OF NEW PAVING. MATCH EXISTING PAVEMENT TRANSITION 23 57'-0" ELEVATIONS. AT TRANSITIONS OF NEW CONCRETE TO EXISTING CONCRETE PAVEMENT, EPOXY DOWEL 6" MINIMUM INTO EXISTING WITH #4 X 1'-6" SMOOTH DOWELS MATCHING NEW PAVEMENT REINFORCEMENT SPACING. 20 OH PROVIDE SEALANT AT JOINTS. LOD AUTO PARTS LOD 23 18 ROLL DOWN CURB END TRANSITION SLOPING 1:2. 19 DOOR 5 DEALER 13 4 2B 20 CONCRETE CURB IN RIGHT-OF-WAY TO MATCH EXISTING PER CITY AND / OR OH 20.1' STATE DESIGN STANDARDS. LOD LOD C/O LOD 21 CURB OPENING, REFER TO SITE GRADING PLAN FOR ADDITIONAL REQUIREMENTS. NOT USED 7 LOD OH 13 9 CONCRETE SIDEWALK IN RIGHT-OF-WAY TO BE INSTALLED PER CITY AND / 20' 20' 22 LOD 2B OR STATE DESIGN STANDARDS. IF NO STANDARDS PROVIDE CONCRETE 27' 14 CONSTRUCTION PER DETAIL 5/C2.2. 9' 4'R LOD 23 FLARED END SECTION OH 15 LOD 25 24 SANITARY MANHOLE 3 S 25 4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING PAINT - 29.4' 24 LOD M:\MA\2025\NYB250127.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-NYB250127.00-0A----->LAYOUT: C2.1 SITE 19 2A 3 WHITE (2 COATS). OH D LO OH 10'R 10'R LO P.O.B. D SURVEYOR'S DESCRIPTION LOD LOD LOD LOD LOD OH LOD LOD LOD LOD LOD LOD JULIAN AVE(50' WIDE R.O.W.) OH 18 N89°41'29"W 20 150.00' (ASPHALT ROADWAY) OH (TWO WAY TRAFFIC) OH (30 MPH SPEED LIMIT) OH SPECIAL NOTE PRIOR TO CONTRACT CLOSEOUT, CONTRACTOR SHALL SECURE THE SERVICES OF A REGISTERED LAND SURVEYOR TO PROVIDE SITE SURVEY OF COMPLETED PROJECT CONDITIONS AND SUBMIT FOR REVIEW AND APPROVAL BY OWNER. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. PLAN REFERENCES COMM # XXXX · REFER TO GENERAL NOTES SHEET FOR GENERAL NOTES DATE: 02/24/2026 · THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY REVISION DATE: CAUTION: INFORMATION ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC BE ACCURATE OR ALL INCLUSIVE. 17 COMPUTER DRIVE WEST, ALBANY, NY 12205 1 SITE DEVELOPMENT PLAN THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN Phone: (518) 438-9900 Fax: (518) 438-0900 C2.1 DETERMINATION AS TO THE TYPE www.BohlerEngineering.com Mar 05, 2026 AND LOCATION OF UNDERGROUND 20 10 5 0 20 AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE C2.1SCALE: 1"=20'-0" PROJECT NO: NYB250127.00-0A DRAWN BY / CHECKED BY: KLR/TCF SCALE: CAD I.D.: 1" 1" = 20' = 20' P-CIVL-PROP THERETO. SCALE: 1" = 20'