SW6230807_Plansheet - Grading/Drainage Plan_20231205

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NO WETLANDS WERE OBSERVED ON THIS SITE PER WETLAND / / _ - - - - - - / - - - // / // v� \\ ��>
INVESTIGATION BY WETLAND SOLUTIONS, LLC MEMO DATED / RCP / - - - / // / \ I
JULY 7, 2022 (ADAM CASTER) / / / - - - J �� - - �/ 1 \ /
TOPS 238.2 / _ / / ARCHITECTS
/ �- - - - I \
BASED ON THE NORTH CAROLINA SURFACE WATER
CLASSIFICATIONS AS WELL AS THE WEEKLY WATERBODY // HARRISON FRENCH
REPORTS THERE ARE NO SURFACE WATERS WITHIN THE AREA // / / / - / \ \ & ASSOCIATES , LTD
OF DISTURBANCE FOR THIS PROJECT.
1705 S. Walton Blvd., Suite 3
T / 4/ / \ \ \ Bentonville, Arkansas 72712
®C \ v1 \ /� �� \ \ t 479.273.7780
43
f 888.520.9685
www.hfa-ae.com
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G 243.55m TC 244.85 c� I \ 3D. CURB INLET, SEE DETAIL 3/C9.3
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/ m TC 244.05 / C 245.13 �, \ I 6D. FINGER DRAIN, SEE DETAIL 4/C9.3
FG 24800 G 243.55 O TG 244.63 . r \\ 7D. GRATE INLET, SEE DETAIL 1/C9.3
TC 244.10 I 8D. FLARED END SECTION, SEE DETAIL 7/C9.2
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ACCESS LOVE'S I vF�2 TP 242.76 \ G 243.10 2\4\ °\° \ \ G 243.40 / /�P \\``\
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G 243.90 EXISTING SANITARY
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.6 / C / G 244.00 , n / \ / :3:D W/2-4'EXTENSIONS \ ® ® 0 \ \Q ADD1 02 FEB 2023
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\ NEW RIM ELEV=243.00 RIM ELEV=242.42 \ \ \
U) // \ / 00 / / C 243.55 6' G 243.90 \ =234.81 (W)
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a Z EX RIM ELEV=241.85 ^ / C9
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o NEW RIM ELEV=243.10 -V / / TC 243.60 \ / ��� \ 0 o L
\ ` =231.60(W) G 243.10 \ \ Q�t� 2D 237.16 L.F.fd 23"X14" / gtiZ / CHECKED BY: WFM
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