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603 GENERAL NOTES CNDT A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 602 B SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION >> PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. 601 W E NOTIFY ENGINEER IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN.. >> 600 C FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. NOTIFY ENGINEER IF EXISTING CONDITIONS REQUIRE REVISED G >> S FINISH FLOOR ELEVATION TO PROVIDE PROPER DRAINAGE. D ACCESSIBLE PARKING AREAS TO SLOPE 2% MAXIMUM IN ALL NAD83 >> >> >> >> >> >> DIRECTIONS. DESIGNATED ACCESSIBLE ROUTE TO SLOPE 5% G MAXIMUM IN DIRECTION OF TRAVEL WITH 2% MAXIMUM CROSS SLOPE. 603 KEY NOTES G DEALER DOOR AREA ENLARGEMENT 1 LIMITS OF TEMPORARY EROSION CONTROL FENCE, REFER TO SCALE: 1" = 10' INV OUT 600.00 (8") A-10 DETAIL ADA AREA ENLARGEMENT 2 DOWN SPOUT COLLECTION SYSTEM, REFER TO DETAIL AND SCALE: 1" = 10' ARCHITECTURAL DRAWINGS. SITE GRADING DRAINAGE PLAN S88°43'30"E 357.97' LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 1 A-10 PROP GRATE INLET LOD GRT 602.17 INV IN 599.66 (8") A-11 PROP 82 LF 12" HDPE @ 0.50% INV OUT 599.55 (12") A-20 LOD A-20 SITE EXCAVATION ABB LOD LOD PROP GRATE INLET CNDT GRT 602.55 INV IN 599.14 (12") A-10 REQUIREMENTS 603 PROP 69 LF 8" HDPE @ 0.50% N00°05'25"W INV OUT 599.14 (12") A-30 LOD 603 (ASP WAY ED LIM RIDGCENLIN (30 M 94.90' (TWOPH SPE RIDGE LINE LOD (66' W GC TO ENSURE MAX PROP 72 LF 12" HDPE @ 0.50% 2% SLOPE WITHIN O LOD A A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS DT E HAL ADA AREAS (TYP) 603 SITE. REFER TO PROJECT MANUAL. LANDS N/F OF IDE R DWA TT R T RORAFFIC)T) DANIEL ZIELINSKI LOD 603 603 B FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATIONS FOR D.B. 11091, PG. 698 NEW O'REILLY AUTO PARTS STORE LOD SITE EXCAVATION REQUIREMENTS. 1255,1265,1269,1271 ABBOTT ROAD T .O.W Y) TM #142.07-2-8 A 1 HSE #1255 ABBOTT ROAD >> C REFER TO STRUCTURAL DRAWINGS FOR BUILDING .) LOD EXCAVATION REQUIREMENTS. OAD LOD S12°56'27"E I CONSTRUCTION EGRESS >> >> >> >> PROP 15 LF 12" HDPE @ 0.52% 220.71' LOD NOTES D LO LOD LOD LOD LOD LOD A-11 D INV IN 598.70 (12") A-30 PROP FES INV OUT 600.00 (8") A-10 A-30 ET& N88°08'23"W PROP MH LOD PROP ROOF DRAIN LOD C RIM 603.16 1. CONSTRUCTION EGRESS SHALL BE 25' MINIMUM WIDTH AND 30' 257.94' PROP 6 LF 6" HDPE PORTAL: 52'-0" INV IN 598.78 (12") A-20 MINIMUM LENGTH AND 6" MIN THICKNESS OF STONE (1.5"-3.5") 2 @ 1.0% MIN SLOPE BUILDING TYPE: PEMB INV OUT 598.78 (12") CONNECT TO EXISTING LACKAWANNA, NY COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER PROP FES SQ. FT. = 7,650 T/ WEIR 600.75 ET&C 6" ORIFICE 598.78 TO CITY OR STATE FOR ANY ADDITIONAL REQUIREMENTS. LOD LOD PROP ROOF DRAIN OH 85'-0" X 90'-0" OH PROP 6 LF 6" HDPE 2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL @ 1.0% MIN SLOPE PROP FES O'Reilly Auto Parts PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OH ET&C EGRESS FFE: 603.50 LOD LOD 603 DOOR WITH 1.5-3.5 INCH STONE, AS CONDITIONS DEMAND, AND 600 REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, 601 N00°18'33"E PROP 11 LF 6" HDPE WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO OH @ 1.0% MIN SLOPE ET&C PROJECT: 602 118.99' LOD LOD PROP ROOF DRAIN ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED 603 IMMEDIATELY. PROP FES AREA OF DISTURBANCE: 2 PROP 11 LF 6" HDPE ±36,700 SF ET 3. WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO OH &C LOD ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS AUTO PARTS @ 1.0% MIN SLOPE LOD 603 PROP ROOF DRAIN REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED DOOR INV: 599.50 602 W STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR DEALER SEDIMENT BASIN LOCATED PER CITY OR STATE 601 PROP FES OH LOD REQUIREMENTS. LOD W C/O 600 LOD SYMBOLS LEGEND G LOD S OH LOD W NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS 603 LEGEND. 1 EXISTING CONTOUR LINE 603 LOD G S OH 100 W LOD NEW CONTOUR LINE TC 0.00 S BC 0.00 G 0.00 NEW SPOT ELEVATION M:\MA\2025\NYB250127.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-NYB250127.00-0A----->LAYOUT: C1.1 GRAD LOD NOTE: REFER TO TYPICAL ABBREVIATIONS ON GENERAL OH D LO NOTES SHEET FOR TYPICAL ABBREVIATIONS OH BENCHMARK SYMBOL LOCATIONS: LO P.O.B. SQUARE CUT IN TOP OF CURB AT EAST CURB RETURN AT D SURVEYOR'S DESCRIPTION LOD LOD LOD LOD LOD OH LOD SOUTHEAST QUADRANT INTERSECTION FRONT STREET AND LOD LOD LOD LOD LOD JULIAN AVE(50' WIDE R.O.W.) OH N89°41'29"W SIDE STREET. ELEVATION: XXXX.XX FEET (NGVD XXX), (REFER SHEET SV1). 150.00' (ASPHALT ROADWAY) SPECIAL NOTE OH (TWO WAY TRAFFIC) OH (30 MPH SPEED LIMIT) OH 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 · REFER TO GENERAL NOTES SHEET FOR GRADING & UTILITY NOTES COMM # XXXX DATE: 02/24/2026 · THIS PLAN TO BE UTILIZED FOR SITE GRADING 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 GRADING DRAINAGE PLAN THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN Phone: (518) 438-9900 Fax: (518) 438-0900 C1.1 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 C1.1SCALE: 1"=20'-0" PROJECT NO: NYB250127.00-0A DRAWN BY / CHECKED BY: KLR/TCF SCALE: CAD I.D.: 1" SCALE = 20' P-CIVL-PROP THERETO. SCALE: 1" = 20'