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Home My WebLink AboutSW6230807_Plansheet - Proposed Drainage Area_20240327 NO WETLANDS WERE OBSERVED ON THIS SITE PER WETLAND / / - - - fFA INVESTIGATION BY WETLAND SOLUTIONS, LLC MEMO DATED RCP / - - , ' ST \ \ \ JULY 7, 2022 (ADAM CASTER) ' - TOPS 238.2 - - / \ / I NV-. 46.99 E NGINELRS INTERIORS 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 Bentonville, Arkansas 72712 t 479.273.7780 <\ I 1 \ f 888.520.9685 wvvw.hfa-ae.com 20 15 10 5 0 10 20 30 40 / TC 246.00 / \ G245.50 TC245.53 SCALE: 1 inch = 20 ft. w 2¢w a T w G2\03 \ \\ \\ \\ 9 W o��w wiz 0v=ogow `Q�� T oz�JW�?Uoo UG / O w TP i ' 0 d¢-o�o�o�-¢ \ \ TC 245.10 no �w�rw / / / O \ < c7 �¢-s- o�000 G244.60 /�F O / i2 .L �n z�Oz� z�r 1' OU-N� I PIPE \ / / \ \ 1 / J Z~O W¢a�~as p=w w �¢z��oo-zz o rn�`�w=rater r TP 245.25 TP 245.25 \ G / \ j r40 a4¢aisa� I / / \\� � � _ _ - �."�' , • � �° �� Q2 - / � � PROPOSED o \ - ITP 244.54 PROPERTY LINE J BREAKLINE o TC 245.05 O �e \ -\\\� \ - - - - - - - - - STORM SEWER = r / G 244.55 J G \\ U ch �I /� �� 2i . • ° c� \ \ \ /) O XXX.XX SPOT ELEVATION M o FG FINISHED GRADE W � w TC 245.00 O CV m G 244.50 TP 244.34 \ / \ \ / I G GUTTER CU �" I TC TOP OF CURB 0 Z z TC 245.00 \ ° m 3.1/o I FL FLOWLINE G 244.50 / J \ \ / w J = z W TC 245.10 1 00 Z v l m \ O \ 2Q G 244.60 r I I 0 TC 245.30 d I co / J / / // / ' / / O \ �° \ TG 244.55 G 244.80 FG 246.93 I 0 NOTES ° C 244.34G 243.84 J m 3 \ u y \ � 1 1 N. SAWCUT LINE/ MATCH EXISTING ELEVATIONS ❑ DETAILS71 1 D. 4' CURB CUT END TREATMENT SEE DETAIL N / � \ / /\ � 12/C9.2 TC G 244.1 O / \ \ �� o \ 2D. STORM SEWER TRENCH AND BEDDING, SEE �■1 P / 1% \ 1 I \ DETAIL 10/C9.3 \ / TC 244.05 m w , 2_ / ° c \ 3D. CURB INLET, SEE DETAIL 3/C9.3 n O�j / G 243.55 m 3 4 I° ,� / TC 244.85 � I✓ TG 243.80 I / \ G 244.35 \ 1� \ \ 4D. CURB CUT, SEE DETAIL 8/C9.3 O I (I \\ 5D. PAVED GUTTER, SEE DETAIL 7/C9.3 m TC 244.05 / 1� \ 6D. FINGER DRAIN, SEE DETAIL 4/C9.3 O TC 245.13 FG 248.00 r 7D. GRATE INLET, SEE DETAIL 1/C9.3 G 243.55 O � G 244.63 � \ I � \ TC 244.10 bolo J \ TC 244.30 G 243.60 mom 3' \ I \ \ \ \ 8D. FLARED END SECTION, SEE DETAIL 7/C9.2 C> ` / \ G 243.80 TP 243.70 m ADA AREAONOT TO I N \ TC 244.20 \ \ EXCEED 2%MAX.SLOPE TC 244.59 G 243.70 IN ANY DIRECTION \ s TP 243.66 v G 244.09 TC 244.40 I \ \ � � CA RO � 0 \ G 243.90 \ `�� OFESS••'•.L�� TC 244.35 \ \ I z.. \ G 243.85 I \ \ \ I \\ S A <'� = o TP 244.05 / / V G 243.90 "<aNF \\ ^�° TC 243.65 TC 243.38 \ ',A I \ e 1 e J \ / INSTALL 6 STEPS FOR O% \ TC 243.60/ \ TC 243.90 \ •a;vU 14 / / v / POND MAINTENANCE � o � SW 244.35 G 243.15 G 242.88 � ACCESS / TP 242.76 G 243.10 24 / s V q•H•• LOVE'S PF9 \ v - \341b� ° \ G 243.40 // TO P TRAVEL CENTER SW 244.35 G 243.90 2� , \ /////IIII`�\\ Nti TC 243.90 \ / 2024.03.27 12:52:42-06'00' G 243.85 TC 243.60 � \ G 243.10 ° G 243.40 \ FINISHED FLOOR / T`243.51 TC 243.80 ��/ \ TC 243.40 G 243.10 TC 0 Q / ELEVATION \\\\ FRFe G 243.30 G 242.90 / / oP ° 244.50 \\ ELAN / �+ `s \\ \ / G HARRISON FRENCH TW 242.00 \ \ SW 244.35 / \\ ,�3° TC 243.10 1 � / G� BW 238.99� I G 243.85 N 5D 4D \ �\ c� &ASSOCIATES, PLLC G 242.60 X COA#P040'2 TC 243.1 TC 244.00 TC 243.60 / 1^ I / Jv� O / � �`` ° �� SW 244.35 G 242.60 5 G 243.50 G 243.10 T 2C 43.40 // TG 243.50 \ QQ r ti� e'N / G 242.90 TC 242.90 TP 243.15 \ \ TC 244.30 ° TC 244.03 1 G 242.40 4D \ INSTALL 5FT LONG BY 2X6 / / G 243.80 G 243.53 \ CLASS 2(D50=6-IN)RIPRAP \ \ OUTLET PROTECTION. / _ TC 243.19 TC 243.02 S i TC 243.65 G 242.69 \ / J NEW 3FT TALL TC 243.87 G 243.15 � G 242.52 / BLOCK WALL / TW 242.00 TC 244.40 ° / G 243.37 s° i -=\ TP 243.62 G 243.85 \ TC 242.90 J / O BW 238.99 G 243.90 / G 242.40 i 'O `� \ T 0 / / TC 244.50 q SS / 5 \ z / �r� O 3 o G 244.00 \ 6 TC 244.37 \ ° TP 243.20 a / / / 4 TC 244.40 \ G 243.87 / / 5 a \ - 1 '� \ ISSUE BLOCK �s / / �. i G 243.90 \ TC 244.25 / N - I% • ) / o �n� v� G 243.75 \ ° OTP 02 AUG 2022 C> / �i f Z �` / EXISTING SANITARY c \ \ T 44.50 / SEWER MANHOLE • < - m zo J / � G 243.90 � 4'CURB INLET � p�O� ^� G 244.00 6 n \ / lml W/2-4'EXTENSIONS ° ` - 10 \ ADD1 02 FEB 2023 \ O / / TC 244.40 SS / EX RIM ELEV=242.91 - ( TP 243.72 � - 1w / O� INSTALL 12FT LONG BY SX14' (T�C 243.55 G 243.90 \ \ / I NEW RIM ELEV=243.00 RIM ELEV=242.42 \ \ \ \ o CLASS 2(D50=6-IN)RIPRAP G 243.05 \ G 243.90 \ / 5 =234.81 (W) -240.10(SE) �Z \Q CCD 16 JUNE 2023 o OUTLET PROTECTION. ` TC 244.25 _-� C? / \ / \ \ \ /S G 243.75 / s 244 \ c� \ / \ • • 'TP 244.10 ° TC 244.94 CCD10 15 DEC 2023 cv TC 244.25 ( ��- 1 00 G 243.75 j TC 244.25 / \ \ -- G 244.44 / TC 243. 5 5 \ -- \ a a, C� G 242.8 / TC 244.10 SS G 243.75 0 ❑ 4'JUNCTION BOX O i G 243.60 / s r'�c, 8D RIM ELEV=242.79 a \ =240.00(W) / e / / 18" FES � TC 243.90 / / 0 l • TP 244.35 9 / 7D �=239.00(NW) s TC 243.45 G 243.40 / 5 ` 4D 1 / G 242.95 \ TC 244.01 5 \ \ `O`- J TC 244.73 o EXISTING SANITARY / \ \ /G 243.51 \ \ p - \ G 244.23 / STORE NO. 412 C \ SEWER MANHOLE \ TC 243.70 �, \ s \ \ C • • --, \ ��, DOCUMENT DATE: 08/02/2022 \ Ord EX RIM ELEV=241.85 G 243.20 0� \ \ \ \ �= �� l O NEW RIM ELEV-243.10 V I / TC 243.60 \ / =231.60(W) G 243.10 \ Q�tv� 2D 237.16 L.F.0 23"X14" / 9tiZ o TC 243.7 O __ ❑ CHEP @ 0.25% i \ CHECKED BY: WFM LL / G 243. i e TC 245.01 _ - - - ss TC 243.80 �� TC 43.94 ° \ / ° \ C • i G 244.51 / G 243.44 \ \ DRAWN BY: DAG o Z 4 1 TC 244.15 s� �� TC 243.90 \ \\ / \o / / TP 244.84 CD O \ / G 243. 80.89 L.F.fd 23"X14" i.O VV 1 / / PROTO CYCLE: TC CHEP @ 0.25/o rq Q G 243.40 \ \ / \ o \ G j \ TC 244.20 r / STO G 243.70 TC 24*27 \ \ oP c� gcRtil \ G 243.77 \ \ \ TP 245.45 \ I�� G 243.45 TC 5 \ \ TP 246.10 TP 246.10 GRADING & n / TyVggSFMIN9G �/ \ �o G2439 \ \ ° \\ DRAINAGE PLAN 1 TC 244 TC 244.40 �O \ \ G 243.90 0 / / ° / \ \\ \ ID Qo / 5 � / ° - �o c`~v� / / / TC 245.00 / 4'GRATE INLET \ ° \ '� \ SHEET: / TC 244.55 \ \ TP 245.87 o / / G 244.50 7D �' \ / I � / G 244.05 s'ss / RIM ELEV=243.5 \ \ \ =239.35(NW) C7 . 0 cn a 5 \ \ M� L]L: 1 0