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HomeMy WebLinkAboutSW6230807_Plansheet - Proposed Drainage Area_20240327 (2) l G 243.51 �5 TC 244.01 TC 243.70 � Sf WA Jv 2 G 243.10 TC 243 ® ' ARCH ITECTS G243. S41D TC 24 �TC2 G 24380 / / . sSs • G 243.44 \ INTERIORS C 244.15 / TC 243.90 243. \ G 243.40 TC244.20 � HARRISON FRENCH G243.70 TC244,27 & ASSoCzATES , LTD J G 243.77 TC 243.95 0 1705 S. Walton Blvd., Suite 3 / G 243.45 Tod 0�� / / / • // / TG 243.90 °O G 243.9 / Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 20 15 10 5 0 10 20 30 40 www.hfa-ae.com C 245.00 / TC 244.55 / / J POND OUTLET 8D 244.50 G 244.05 STRUCTURE WITH z w w w o¢ SCALE: 1 inch = 20 ft. TRASH RACK W �oww�zw=� / / / z w O Lu �Mu=i�ao6�EzoN CJw z z= O wwP� ¢.= �/ 3 LL ¢Zr HOKsw TP 245. O w=zU �wo Ow wo � <n w as a¢ noroo `-'3 �29, Q z= E E mo C)/ A CDcnz pz wz C) / �� �TP245.72 N¢z ~~ � � �o�osoz��zo / 'o RCP / / G 243455 0 / / s 6 / PROPOSED 99 R 1D �TP245.63 6, - - PROPERTY LINE J / / s�o - - - - - - - - - BREAKLINE 42 � o STM ,` / / 6 - - - - - - - - - c �/ / STORM SEWER Q `4 N STM INSTALL 1OFT LONG BY 6'X12' / / L DTP 245.39 TF U M o CLASS 2(D50=6-IN) RIPRAP / % \ \ XXX.XX SPOT ELEVATION U) co OUTLET PROTECTION. �<v \ �/ / / / / TC 244.65 TP 42 6.25 FG FINISHED GRADE LLJ N w G 244.15 \ \ G GUTTER 00 0 m \ \ TP 25 \ TC TOP OF CURB 0 Z z 25 TP 246. FL FLOWLINE Z CU co \ W =238.50(SE) / / N 0 TP 246.20 C 00 Z 12"FES 8D r \ / M a 1 D TC 244.60 \ ��p- G 244.10 TP 246.2: O NOTES 1 N. SAWCUT LINE/ MATCH EXISTING ELEVATIONS / I / INSTALL 10FT LONG BY 2'X12' / TP 246.22 J / CLASS 2(D50=6-IN)RIPRAP / \ 111246.22 \� OUTLET PROTECTION. O TC 244.00 �� \ DETAILS / � \�c � �� G 243.50 N \ TP 246.13 1 D. 4' CURB CUT END TREATMENT, SEE DETAIL 12/C8.0 2D. STORM SEWER TRENCH AND BEDDING, SEE 246 DETAIL 10/C9.3 Ila TP 245.68 3D. CURB INLET, SEE DETAIL 3/C9.3 / \ r 4D. CURB CUT, SEE DETAIL 8/C9.3 0 5D. PAVED GUTTER, SEE DETAIL 7/C9.3 TP 2. 6D. FINGER DRAIN, SEE DETAIL 4/C9.3 O 7D. GRATE INLET, SEE DETAIL 1/C9.3 TP 244.86 8D. FLARED END SECTION, SEE DETAIL 7/C9.2 CHECK DAM WITH 6-IN WEEP \ \ \ \ \ HOLE AND RIP-RAP PAD. \ \\ \ \\ \ \ \ rTP 245.55 4q1 x\ \ \ \ \ ` + TC 244.78 G 244.28 \ \A CA TP 245.15 O // J EXISTING SANITARY \ \ \ \ \ pQ;•�FESS��'•�/� \ \ r ,..•• �i SEWER MANHOLE \ \ \ \ \ \ + \ EX RIM ELEV=241.88 PROPOSED \ \ 6 S A F=226.23(W) DRAINAGE SWALE. \\ \ \\ \ �✓ ?4S \o - 0 1 TP 244.78\ O iyl'%•,A G ��• �� TC 244.85O G 244.35 TC 244.70 0 TP 244. /��/1 1 \ \ \ G 244.20 2024.03.27 12:52:50-06'00' 244 0 ® TP 244. HARRISON FRENCH &ASSOCIATES, PLLC OU CRETE M p/v ` / \ \ \ \ \ l k \ \\ \ \\ COA#P0402 TC 244.55 \ \ k k \ \ \ \ \ G 244.05 TP 244. \ \ TC 244.02 \ \ \ \ \ \ \ X\k \ \ G 243.52 \ \ \ \x } \ \ TC 246.45 TC 243.50 L G 245.95 �Ij \ \ \ X\k k \ \ G 243.00 O \ \ \ \ \ \ \X J CHECK DAM WITH \ 6-IN WEEP HOLE AND RIP-RAP PAD. / \ \ \ \ \ \ - - _ 243 ISSUE BLOCK U / \ \ _ 06 \ \ _ - _ OTP 02 AUG 2022 _ � _ _ TC 244.70 TC 244.74 p ` \ \ G 244.20 G 244.24 in p � � _ � _ _ _ 8 CCD5 16JUNE2023 v O oCD / Ep 14 CCD10 15 DEC 2023 _ N N co / CHECK DAM WITH 6-IN �V CRETE MONUMENT WEEP RIP-RAP PAD 20. _ F o / ND,DAMAGED FRONT8UILD1 v _ =SE CHECK DAM WITH 6-IN / - WEEP HOLE AND a' z RIP-RAP PAD. o / - STORE NO. 412 o PROPOSED DRAINAGE SWALE. DOCUMENT DATE: 08/02/2022 U / / CHECKED BY: WFM DRAWN BY: DAG EsC 9 PROTO CYCLE: P. N 0 L L F= 20� 5'L `� " / DVNN 792 U / D GRADING & NC 28�3 DRAINAGE PLAN 2 DEED 3s ? N / S001/cCU o J o " 0 6 / BASED ON THE NORTH CAROLINA SURFACE WATER NO WETLANDS WERE OBSERVED ON THIS SITE PER WETLAND 2 7 2 � CLASSIFICATIONS AS WELL AS THE WEEKLY WATERBODY M N M / INVESTIGATION BY WETLAND SOLUTIONS, LLC MEMO DATED o o% P� REPORTS THERE ARE NO SURFACE WATERS WITHIN THE AREA SHEET: JULY 7, 2022 (ADAM CASTER) / /1 /9 OF DISTURBANCE FOR THIS PROJECT. C7 . 1 � o / 2 � �