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HomeMy WebLinkAboutSW6230807_Plansheet - Grading/Drainage Plan_20231205 (2) TC 43.51 \ G 23.51 �O / ^ / TC 243.70 \ S� �, ss G 243.20 A �� TC 243.60�s S o J� l TC 243.7 G 243.10 ® 7 ARCHITECT / / f 1 D G 243. ss TC 243.80 \ o `sG 243.30 TC 243.94 ENGINEER 11*�o G 243.44 \ • 244.15 / SS TC 243.90 G 243. G 243.40 TC244.20 \ HARRISON FRENCH / G 243.70 TC 244 27 & ASSOCIATES , LTD G 243.77 TC 243.95 o / 1705 S. Walton Blvd., Suite 3 G 243.45 TC 244.40 �'/ TC 244.42 Bentonville, Arkansas 72712 G 243.90 O G 243.9 / t 479.273.7780 f 888.520.9685 www.hfa-ae.com 20 15 10 5 0 10 20 30 40 / o / C 244.50 24.500 w ` J POND OUTLET .55 8D TC 244 STRUCTURE w } G 244.05 s'sS / o / ST / SCALE: finch = 20 ft. W z x w w 0¢ ¢-'~X U z w Q W �UJ CC w>w 6SS w O.a w��6�O w 0-1 O O �Z~o��w�oQ c -w¢Uw(n C7p p z- Q w O ¢ O z W w U O U w TP245. z a x���cnx w¢¢cn000_`n< zLLoo�¢o Joao z�O z w w z ww t o O w o z P �TP245.72 �o�000aa�a0 R\ / j / TC 243.95 6 G 243.45 PROPOSED / Q 1 D ' / 6SS DTP 245.63 PROPERTY LINE Nr / sTM � j/ � - - - - - - - - - BREAKLINE W CD�S` o - - - - - - - - - < o STORM SEWER Q `'' C� STM Cl / DTP 245.39 TF U M o xxx.xx SPOT ELEVATION co1OX12 RIPRAP APRON .[J / TC 244.65 \ „� TP 246.25 FG FINISHED GRADE LLI N W G 244.15 \ G GUTTER ( m / o �/ oZ TP .25 TC TOP OF CURB O z FLOWLINE = Z F_ 8D =238.50(SE) / N o \ TP 246.20 TP 246.25 O 00 z LU 12/FES ® \ ��go 0 M d 240.00(SW) 8D 1 D TC 244.60 \ e-W G 244.10 10X12 RI PRAP TP 246.2: O NOTES / \ O�QJP`'� \ y / APRON TP 246.22 1 N. SAWCUT LINE/ MATCH EXISTING ELEVATIONS 246.22 Vo / TP \ 1�1\ \ TC 244.00 N ❑ DETAILS \\� \ \\ G243.50 \�\ \ \ TP 246.13 1 D. 4' CURB CUT END TREATMENT, SEE DETAIL vp \\ \\ \ 12/C8.0 \\ \\ \ 2D. STORM SEWER TRENCH AND BEDDING, SEE 246 DETAIL 10/C9.3 TP 245.68 3D. CURB INLET, SEE DETAIL 3/C9.3 \ \ \ \ r 4D. CURB CUT, SEE DETAIL 8/C9.3 O 5D. PAVED GUTTER, SEE DETAIL 7/C9.3 TP 2, 6D. FINGER DRAIN, SEE DETAIL 4/C9.3 O TP 244.86 7D. GRATE INLET, SEE DETAIL 1/C9.3 \ 8D. FLARED END SECTION, SEE DETAIL 7/C9.2 /w / \ CHECK DAM WITH 6-IN WEEP HOLE AND RIP RAP PAD. \ \ \\ \ \\ \ � rTP 245.55 FsS4Fq \ \\ \ TC 244.78 \ G 244.28 _ N CIARO��ii EXISTING SANITARY k\ \ \ \ \ \ TP 245.15 ��0SEWER �.•'FESS%p'••��i EX RIM ELEVA 24MNH0.88LE � PROPOSED \ \ \ \ \ ' - .0oSEAL�9`'� 226.23(W) DRAINAGE SWALE. \ \\\\ 052198 J \ / \ TP 244.78\\ O9 iy�••�NGINE��••Q v \ X \ TC 244.85 �i / •'••.....•••' \ �� V J J \ } \\\ \ \ G 244.35 TC 244.70 0 TP 244. G OPH��\\�� G 244.20 } \ \ \ 244 TP 244. HARRISON&ASSOCIATESEPLLC k \ X o ,\ \ / / < \\ \ \\ \ COA#P0402 ��UJVDRETEM pjvN� oz \ \ \ \ \ \ Og MgG TC 5 EO �� J \ \ / \ \ \ v / \\ \ \\ \\ G 244 05 TP 244. TC 244.02 \ \ x\k } \ \ G 243.52 \ \ \ \ \x \ \ TC 246.45 \ \ \ \k \ L G 245.95 TC 243.50 \ \ \ k\x } \ G 243.00 CHECK DAM WITH 6-IN WEEP HOLE m \ \ \ AND RIP-RAP PAD. \ �jr _ ISSUE BLOCK 3 TC 244.74 / ` \ \ \ _ __ __ TG 244.70 OTP 02 AUG 2022 cD / \ � �� �� �� �� G244.24 ___ __ __� CCD5 16JUNE2023 O O ��� �� _ ��� _ �� CCD9 04 DEC 2023 / 9 V LU O CHECK DAM WITH 6-IN s cljo / CONCRETE MO WEEP HOLE AND o FOUND pAMA EUMENT RIP-RAP PAD. 2 o,FRONT BUILDING NG SE-CHECK DAM WITH 6-IN o - WEEP HOLE AND �Z_ RIP-RAP PAD. STORE NO. 412 Cm N / PROPOSED DOCUMENT DATE: 08/02/2022 DRAINAGE SWALE.. CHECKED BY: WFM o _ o DRAWN BY: DAG 9 o / n OL 6 � _ PROTO CYCLE: N SO DUNN GRADING & cm N C / ��E2 C 2823 DRAINAGE PLAN 2 s � o / BO /2 O� 7 2 BASED ON THE NORTH CAROLINA SURFACE WATER N o / NO WETLANDS WERE OBSERVED ON THIS SITE PER WETLAND CLASSIFICATIONS AS WELL AS THE WEEKLY WATERBODY R o l� n N N INVESTIGATION BY WETLAND SOLUTIONS, LLC MEMO DATED SO O `" /" REPORTS THERE ARE NO SURFACE WATERS WITHIN THE AREA SHEET: O c+j CD o co � o / JULY 7 2022 (ADAM CASTER) / g �° OF DISTURBANCE FOR THIS PROJECT. o � / 22 91C7 . 1