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HomeMy WebLinkAboutNCC213685_NOT Closeout Documents (5)_20220622w -w _w _w - w -w w �W W �w �w w W _ W w w W W oN �w �W t w / w Ow NO F- y��yO W w W ]HE S SS W \\ w w E OHE E S OHE SS S ONE Oy `'y0 W -4 ❑HE E S SS p� F HE OHE SS SS OHE - OHE SS SS SS Oy �yo w HE OHE � SS 0 SS 'S =Li OH � SS � \ •iy � OHE OH SS �gy SS c1s OHE 50 F S � RIM ELEV.: 833.99 OHE OHE SS SS INV. OUT ELEV.: 828.67 II I I OH OH n, SS -, S I I I LEVEL GLOSS SURVEYING WWI 2912 Kanay Road Thomasville, NC 27360 (336) 495-1713 C14 TBC ELEV.: 830.26 _ JB3 INV. IN ELEV.: 825.19 GRATE ELEV.: 831.40 INV. OUT ELEV.: 825.13 INV. IN ELEV.: 826.32 INV. OUT ELEV.: 826.26 ° OH C15 TBC ELEV.: 831.21 INV. IN ELEV.: 823.96 INV. OUT ELEV.: 823.89 I D11 I U I GRATE ELEV.: 830.93 CB2 INV. OUT ELEV.: 827.43 GRATE ELEV.: 830.52 INV. IN ELEV.: 826.99 INV. OUT ELEV.: 826.92 STORM C.O. ° C/) STORM C.O. CAP ELEV.: 831.37 U) CAP ELEV.: 830.69 STORM C.O. CAP ELEV.: 831.00 _ � x STORM C.O. L� w CAP ELEV.: 830.52 LEGEND CATCH BASIN (CB) CURB INLET (CI) JUNCTION BOX (JB) DROP INLET (DI) O STORM MANHOLE O STORM CLEANOUT (C.O.) FLARED END STRUCTURE (FES) STORM SEWER PIPE TBC TOP OF BACK OF CURB STORM C.O. CAP ELEV.: 830.71 SHEET NOTES: 1. PLAT BASED ON FIELD SURVEY CONDUCTED 11/19/2020 BY LEVEL CROSS SURVEYING, UNDER THE RESPONSIBLE CHARGE OF WILLIAM S. DURHAM, JR, P.L.S. 2. UNDERGROUND WATERLINE LOCATIONS AND REMAINING FEATURES NOT SPECIFICALLY NOTED ARE ASSUMED BASED ON SITE PLAN DRAWINGS AND SURVEYED SURFACE FEATURES. 3. BUILDINGS, PARKING, AND OTHER UNDERLYING FEATURES SHOWN HEREON REPRESENT THE SITE PLAN SET "AUTOZONE STORE #5992" BY BERRY ENGINEERS LLC" DATED 05/29/2020. ACTUAL LOCATIONS MAY VARY. 4. STRUCTURE ELEVATIONS GIVEN AT SURFACE ELEVATION AT CENTERLINE OF STRUCTURE. S o0 O ❑HE H SS OHE OHE OHE OHE O6H EW7 INV. ELEV.: 823.67 I I I RISER I TOP ELEV.: 828.42 WEIR ELEV.: 827.21 I ORIFICE ELEV.: 825.01 - - INV. OUT ELEV.: 824.10 EW12 INV. ELEV.: 822.86 I, WILLIAM S. DURHAM, JR., AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS AND THE FACILITY WAS CONSTRUCTED ACCORDING TO THE APPROVED PLANS, EXCEPT OTHERWISE NOTED HEREON. �t CAROB ? : QO*Essto,q,�` sQ t SEAS- s `+ NAME: .,� M S 12/10/2020 DATE: OHE - OHE JB9 GRATE ELEV.: 833.17 INV. IN ELEV.: 827.87 INV. OUT ELEV.: 827.91 STORM MH10 RIM ELEV.: 828.65 INV. IN ELEV.: 823.48 INV. IN ELEV.: 823.47 INV. OUT ELEV.: 823.52 STORM MH11 RIM ELEV.: 827.58 INV. IN ELEV.: 822.93 INV. OUT ELEV.: 822.88 N l TNC GRID NAD 83/2011 AS -BUILT PLAT STORM SEWERAGE SYSTEM AUTOZON E #5992 GREENSBORO NORTH CAROLINA 0 10 20 40 60 SCALE: 1" = 20' DRAWING PREPARED: 12/05/2020