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HomeMy WebLinkAboutC403 STORM SEWER PLAN AND PROFILES7.330± ACRES 100-YEAR ELEV. SPILLWAY = 892.09' BUILDING 1 M.F.FE. =894.59' MFPG=892.1' MLAG= 894.09' PAD =896.75' LOT 1 7.330± ACRES BUILDING 1 M.F.FE. =894.59' MFPG=892.1' MLAG= 894.09' PAD =896.75' 6" UNDERDRAIN REQUIRED IN INVERT OF DRY DETETNION 100-YEAR ELEV. SPILLWAY=891.95' STR 409 - STR 410 PROFILE STR 410 - STR 413 PROFILE STR 421-422 PROFILE C403 KE E L E R - W E B B A S S O C I A T E S 2312-011 42 8 1 W e s t 1 0 6 s t S t r e e t Ca r m e l , I N 4 6 0 3 2 La k a w a n t S i n g h & M i k e S i n g h Si n g h S u b d i v i s i o n 65 3 5 C r e s s e n d o P l a c e In d i n a p o l i s , I N 4 6 2 5 9 31 7 - 9 8 5 - 8 5 1 3 em a i l : l a k w a n t k h a l s a @ y a h o o . c o m STORM PLAN & PROFILES Si n g h M i n o r Su b d i v i s i o n ID E M R E V I S I O N 8/ 1 6 / 2 0 2 4 PRIVATE DRAINAGE SYSTEM ID E M R E V I S I O N 8/ 2 7 / 2 0 2 4