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HomeMy WebLinkAboutSW6230807_Plansheet - SCM Detail_20231205 (3) - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - - ' N I �I II I O 1 1 2.5: \\ v I \ - - - - - _ — �� — - - - I I �ry III — — — — — — — — — — — — — — — — — — — — — — — — - / Cn ARCHITECTS II � MAIN POOL IENGINEERS IINTERIORS —2, 20 15 10 5 0 10 20 30 40 �� _ I I 1 / % ° ® 20 15 10 5 0 10 20 30 40 HARRISON FRENCH II & ASSOCIATES , LTD 1705 S. Walton Blvd., Suite 3 SCALE: 1 inch = 20 ft. - ✓ I SCALE: 1 inch = 20 ft. 9 �J I 1 1 1 / I I Bentonville, Arkansas 72712 210 . 0 4 ( M )® 1 E —\\ \ I / 1 If / I I I t 888.520.9685 f1FA N — �� 4_ 6 W 1 1 I f ww.52-ae.co _ � � � 2 I www.hfa-ae.com NI III1 I I T 6„W UGT UGT UGT UGT 6 / / o UG � � •+- ❑HE U CHE \ I/ / FG 242.50 I I I o Q?H o w HE \\ I FL241.46' 1 I FG242.50 \ I I U �o aw��� o". 1.50 \ I I I I-I-I �Mw L- I Q w X U Z w Q Cl) �� oonow�zo �-1 f J o s o wo w UGT , E r 1 I I _ _ wo����a��� . BID: QH / 1 P �Zx¢ wwH¢Q Y I O_ / — oz� Q mw's E q SHE I I O \ I I — 0 a o'O�o Na ❑Hr —❑HE— o / I `' ^ FL241.50 + - - ��zwwZwx + -❑HE- �/ FL:FG_242.50 + o — ` < zv�o �00000 I �J/ .. FG242.50 a — - - - - �pz �a>Ur _ = a W \ <az¢w�w�ows o- F L 241.40 \ Q _ — FL 241.40 ❑HE d E w s a z w 0 0 a O z co �o�000aarra� —i FG 242.50 FG 242.50 ❑HE I 1 1 - - - - 242 242 w BP:0+00.00 0+I 0 I 4.0:1 I 39\ \\\ \\\\\ 3.0:1 1+00 / _ I 0+00 2.0:1 10 0 \ - —� - — \ \ \ —� o PI:0+17.99 ao �— I I 1 —I — — — — \\ \ \\ \ I CD+ FOREBAY 2 —� \ \ J o / FG 242.50 \ \ \ \\ Lj o o / I \ I o / EP: 1+57.70 L7 / \ \ \ \ I 504+ FL 241 FL 241.50 I j I \ \ Q/ I I N BP:0+00.00 cch14235 E 77--- 00 C=11 I N I \ I \\ N o \ \ \\\ _ // \ \ \ \ LL.I 00 w ..�/ o 0o I \ \\\\ \\\\ (D U m 2+00 O Z z F_ _ \ \ \ z U MAIN POOL I I 242 / — �/\ / I r — \ 1 \ \ \ \ \ \ 00 W \I x x—xl 1 \ \\ \�\ \ 0 V BP:o+00,00 -- _ _ x�Ix—x— I X 1 I \ \\ \\\ \\ 00 p a FOREBAY 2 LLJ o ` I EXISTING SANITARY SEWER MANHOLE I I x x 11 EX RIM ELEV=241.8500 I \ CO NEW RIM ELEV=243.25 o Nn' EP:0+79.95 I , I 231.60(W) I J I x I I x 3� , / � y \,N 1111,,, NO WETLANDS WERE OBSERVED ON � C•ARO, THIS SITE PER WETLAND INVESTIGATION oQ;•oFESs BY WETLAND SOLUTIONS, LLC MEMO A 9r's7 DATED JULY 7, 2022 (ADAM CASTER) 05 1 �•• 20 .ar"N J `0' ���IIII11�� 260 x M W 260 260 260 z m o m HARRISON FRENCH LD IQ �.-. � r N .-.j U LL1 &ASSOCIATES, PLLC U LL1 N z z II � � � � a � v 7 , woo'o Ir I- LO ?aw COA#P0402 Ln (n CO - > Lo r- Ln � r > co00 d � W 00 � V 0 m O �� _ 255 0QNONo a � W ° N au) ° ° � � NNrn Uj JN 255 255 w o II a O Q � co _ � c c o > u m z_ u � o > dcnE0 � 0 0 + u Q + J V N N V O W 0 W O W V a- u) i9 H O Q dZv 250 250 250 250 EMERGENGY SPILLWAY FINISHED GRADE FINISHED GRADE W/TURF REINFORCEMENT ISSUE BLOCK ELEV:241.50 245 245 245 245 TEMPORARY POOL OTP 02 AUG 2022 CCD5 16 JUNE 2023 EXISTING GRADE � 1 OFT CREST 9 CCD9 01 DEC 2023 U) 3FT TALL 3FT TALI3FT TALL 0 240 T P WIDTH 240 240 240 M _ N c�l _ FOREBAY 2 coROVIDED VOLUME:5,350 FT3 a, 126.08 L.F. 5.16 L.F. 0 10.51 L.F. 0 24"RCP @ 0.19% O 24"RCP @ 0.39% 235 O 24"RCP @ 0.40% 235 235 235 U ANTI-FLOTATION STORE NO. 412 a' SLAB EXISTING GRADE U) 7 DOCUMENT DATE: 08/02/2022 0 o CHECKED BY: WFM U 0 230 230 230 230 DRAWN BY: DAG PROTO CYCLE: 0 rn N N (6 U C4 z,:�: 225 225 225 — 225 STORM SEWER STORM SEWER LINE 2 FOREBAY 2 PLAN & PROFILE 2 HORIZONTAL SCALE: 1 "=2 ' HORIZONTAL SCALE: 1 "=2 ' o VERTICAL CALE: 1 "=5' VERTICAL CALE: 1 '=5' 0 220 220 220 220 � o o N -0+50 0+00 0+50 1+00 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 SHEET: CV Co O O C7 . 11