HomeMy WebLinkAboutC040.3 - PI MAPOHU OHU OHU WES T O N P O I N T E D R . RE D D R O A D R 8" PVC @ 1.0% 8" PVC @ 1.0% 8" PVC @ 1.0% IMPERVIOUS IMPERVIOUS IMPERVIOUS IMPERVIOUS C3 0 1 2 0 1 9 M a s t e r P l a n N o t e s C040.3 PI M A P W24.0018 JK 08 / 0 1 / 2 0 2 4 DDDD EV E R W I S E C A R M E L 10 9 2 0 N . M I C H I G A N R O A D , ZI O N S V I L L E , I N 4 6 0 7 7 W2 4 . 0 0 1 8 10 9 a b c d 8 7 6 e f g h 10 9 8 7 6 5 4 3 2 Pa r t o f S e c t i o n 6 , T o w n s h i p 1 7 N o r t h , R a n g e 3 E a s t , C l a y T o w n s h i p , H a m i l t o n C o u n t y , I n d i a n a 1 PR E P A R E D F O R : PROJECT NO. SHEET NO. a b c d 5 4 3 2 e 1 f h AP P R O V A L P E N D I N G NO T F O R C O N S T R U C T I O N RE V I S E D F O R D U M P S T E R E N C L O S U R E U P D A T E S 06 . 0 6 . 2 0 2 4 DD g AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 14 5 2 8 S . O u t e r 4 0 R o a d , S u i t e 4 4 4 Ch e s t e r f i e l d , M i s s o u r i 6 3 0 1 7 we i h e . n e t Bu i l d w i t h c o n f i d e n c e . SM EN G I N E E R S 31 4 | 3 4 3 - 2 2 1 1 80 0 | 4 5 2 - 6 4 0 8 W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e 08/01/2024 PR O J E C T N O . : RE V I S I O N S A N D I S S U E S DA T E BY DW G N A M E : DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : DA T E : Know what's below. before you dig.Call R STEVEN SCOTT RUCKER P.E. 11300279 RE V I S E D F O R C I T Y O F C A R M E L C O M M E N T S 06 . 2 8 . 2 0 2 4 DD RE V I S E D F O R C I T Y O F C A R M E L C O M M E N T S 07 . 0 3 . 2 0 2 4 DD RE V I S E D F O R C I T Y O F C A R M E L C O M M E N T S 08 . 0 7 . 2 0 2 4 DD Aper =At-Aimp=1.15 AC - 0.62 AC= 0.53 AC Cw=(0.85Aimp+0.2Aper )/At =(0.85(0.62 AC) +0.2(0.53 AC))/1.15 AC =0.55 PROPOSED C-VALUE CALCULATIONS 100-YEAR CLOGGED OVERFLOW PATH 100-YEAR CLOGGED OVERFLOW ROUTE 100-YEAR CLOGGED OVERFLOW PATH MAXIMUM CLOGGED PONDING ELEVATION 901.70 MAXIMUM CLOGGED PONDING ELEVATION 901.04 MAXIMUM CLOGGED PONDING ELEVATION 899.00 MAXIMUM CLOGGED PONDING ELEVATION 899.00 MAXIMUM CLOGGED PONDING ELEVATION 900.19 MAXIMUM CLOGGED PONDING ELEVATION 900.68 MAXIMUM CLOGGED PONDING ELEVATION 901.00