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HomeMy WebLinkAboutSW6230807_Plansheet - Other_20240327 (2) ti ARCH ITECTS I-IFA INTERIORS n z 11 r20 15 10 5 0 10 20 30 40 HARRISON FRENCH & ASSOCIATES , LTD / / LOVE'S TRAVEL CENTER - ` 1705 S. Walton Blvd., Suite 3 SCALE: finch 20 ft. - Bentonville, Arkansas 72712 t 479.273.7780 �9 9� / R��Nf / \ \ / \ f 888.520.9685 ANE •� \ / G www.hfa-ae.com ^ w \/ \ I z LJ w0 / wo m \ z� o �Mw�ww�w 7911 O (n oLL w w 11 O aaoro 3 / z x <nwax �LWH wz r 0 0 0 0 0¢d ¢U w x d 6 SS ® p U) =Zo- zxwzo EXISTING A O 6ss �p��� � SEWER MANHOLE \ o O\,, / \ / \ o \�) \ W o SS / EX RIM ELEV=242.91 \ ( NEW RIM ELEV=243.00CP M 234.81 (W) \ \ Q (�/ ® CV 00 °° \ SS / \ \ \ O / ' \ — _ _ W N w 5992 / \ \ \ - - - - / U EXISTING SANITARY / t� / \ / \ \ \ 0 \ / / LU z SEWER MANHOLE \ \ ® o \ EX RIM ELEV=241.85> / \\ 'X Z�� ® ry� \ / ` M Q a NEW RIM ELEV=243.25/ / SS 00 /aQ��<v ^ / \ \ �0,� J o\ / �pti 231.60(W) \ ��co Coco / / 2s• lbTip cr J / e wti STo wti R v• s \���IIIIIII�� NO WETLANDS WERE OBSERVED ON \AC?Rp�/,�� THIS SITE PER WETLAND INVESTIGATION O;oFESS/ '•• BY WETLAND SOLUTIONS, LLC MEMO _:'� DATE D J U LY 7, 2022 (ADAM CASTE R) _ 5 A 1 265 265 �'O zo N FT2024.03.27 12:53:12-06'00' 00 260 v Low w w >< z w z in 260 W p u) J o r N o z b o o z o LD z N o HARRISON FRENCH z N ° w v N m o_ rn 00 N w II &ASSOCIATES, PLLC w Y, � M Q N M N (V M N H N 0 + J N Q' 0 11 N I I C) N N I I U W W w I I COA#P0402 LU N WI C� �rj ; II N II C V M V l j QQ 3 vow SO 0 coQN � U- U) of LmUJ "' = V - W _ -- HH � M 255 v ° � � � � 0Q Jwvv cncn � � o 255 ' N X acnofXX a- U) of (h NN NN 250 250 FINISHED GRADE DIRECTION OF INFLUEN ISSUE BLOCK STORMWATER EXISTING GRADE 245 / 245 OTP 02 AUG 2022 °z TEMPORARY POOL CCD5 16 JUNE 2023 o 14 CCD10 15 DEC 2023 0 3FT TALL D cli N 240 240 o 'c FOREBAY 1 ° :a o FOREBAY rEFITH V OVIDED VOLUME:3,829 FT FOREBAY DEPTH EXIT 1 F \ 237.13 L.F. @ @ ENTRANCE 3.5F 69.61 L.F. 0 23"xl4"CHEP @ 0.27% 11.01 L.F. v O 23"x14"CHEP @ 0.28% 0 23"x14"CHEP @ 0.33% 0 235 235 STORE N0. 412 o � w w DOCUMENT DATE: 08/02/2022 v TOP OF SEDIMENT L Q o STORAGE ELEV.235.50 p of w o CHECKED BY: WFM o U U- U) 230 `D 230 DRAWN BY: DAG oa o PROTO CYCLE: Q' EXISTING 08-IN "I SEWER LINE Q) N N U 225 225 STORM SEWER PROPOSED06-IN STORM SEWER LINE 1 SEWER SERVICE LINE PLAN & PROFILE HORIZONTAL SCALE: 1 "=20' c6 J VERTICAL CALE: 1 "=5' 0 � 04 o 220 220 o N -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SHEET: [V O m0 C7 . 9 � U-