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C6.1 STORM PROFILES & OFFSITE STORM IMPROVEMENTS
PROPOSED 15' DRAINAGE EAEMENT STR. 100 RIM=906.96 INV(E)=901.02 (24" RCP) INV(W)=900.92 (24" RCP) 78' - 24" RCP @ 0.20%70' - 24" RCP @ 0.20% EXISTING STORM STRUCTURE TO BE CORE DRILLED, CONNECTION TO BE SEALED WITH NON SHRINK GROUT AND ENTIRELY ENCASED IN CONCRETE ON EXTERIOR OF EXISTING STRUCTURE.PETTIGRU DR.TAFT CIRCLE STR. BMP 2 RIM=906.18 INV(E)=900.78 (24" RCP) INV(W)=900.78 (24" RCP) HORIZONTAL SCALE: 1"=20' VERTICAL SCALE:1"=5' 895 900 905 910 915 920 895 900 905 910 915 920 0+00906.4906.71+00907.0907.0906.432+00907.3906.44906.9906.433+00906.9906.48INV.=902.38 W (15" RCP)INV.=902.80 N (10" HDPE)STR. #103 - 48" MANHOLERIM.=906.3092' - 15" RCP @ 0.30%INV.=902.10 E (15" RCP)INV.=901.85 W (18" RCP)STR. #102 - 48" MANHOLERIM.=906.0668' - 18" RCP @ 0.25%INV.=901.68 E (18" RCP)INV.=902.18 N (12" RCP)INV.=901.18 W (24" RCP)STR. #101 - 48" MANHOLERIM.=906.2778' - 24" RCP @ 0.20%INV.=901.02 E (24" RCP)INV.=900.92 W (24" RCP)STR. #100 - 60" MANHOLERIM.=906.9670' - 24" RCP @ 0.20%INV.=900.76 E (24" RCP)INV.=900.36 N (30" RCP)INV.=900.26 S (30" RCP)STR. #EX.MH 1 -RIM.=906.41INV.=900.78 E (24" RCP)INV.=900.78 W (24" RCP)STR. #BMP 2 - CS-6 WQURIM.=906.1810' - 24" RCP @ 0.20% HORIZONTAL SCALE: 1"=20' VERTICAL SCALE:1"=5' 895 900 905 910 915 920 895 900 905 910 915 920 0+00905.3906.63905.4906.36INV.=901.10 S (12" RCP)STR. #200A - 2' X 3' INLETRIM.=905.8055' - 12" RCP @ 0.32%INV.=900.52 S (18" RCP)INV.=900.92 N (12" RCP)INV.=900.42 E (18" RCP)STR. #BMP 1 - CS-5 WQURIM.=906.63HORIZONTAL SCALE: 1"=20' VERTICAL SCALE:1"=5' 895 900 905 910 915 920 895 900 905 910 915 920 0+00907.0906.27906.5906.34INV.=902.37 S (12" RCP)STR. #101A - 48" MANHOLERIM.=906.2359' - 12" RCP @ 0.32%INV.=901.68 E (18" RCP)INV.=902.18 N (12" RCP)INV.=901.18 W (24" RCP)STR. #101 - 48" MANHOLERIM.=906.27HORIZONTAL SCALE: 1"=20' VERTICAL SCALE:1"=5' 895 900 905 910 915 920 895 900 905 910 915 920 0+00904.5905.3906.661+00905.8906.43906.4906.982+00INV.=901.54 N (10" HDPE)INV.=901.12 E (15" RCP)STR. #202 - 48" MANHOLERIM.=906.3693' - 15" RCP @ 0.25%INV.=900.89 W (15" RCP)INV.=900.64 N (18" RCP)STR. #201 - 48" MANHOLERIM.=906.3549' - 18" RCP @ 0.25%INV.=900.52 S (18" RCP)INV.=900.92 N (12" RCP)INV.=900.42 E (18" RCP)STR. #BMP 1 - CS-5 WQURIM.=906.6346' - 18" RCP @ 0.25%INV.=900.30 W (18" RCP)INV.=899.30 N (30" RCP)INV.=899.40 S (30" RCP)INV.=899.40 E (12" RCP)STR. #EX.MH 2 -RIM.=905.02131ST STREET TOWNE ROADEXISTING HARLESTON POND 5 CONTRACTOR TO INSTALL 8.75" ORIFICE OVER EXISTING 15" OUTLET AS DIRECTED BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING 3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME: DATE: JOB NO. SHEET 02/14/2023 12357 ACE HARDWAREVillage of WestClayHARLESTON STREET, CARMEL, IN 46032FILENAME: 12357_C6.0 UT SCALE 1" = 20' 200 40 N R CERTIFIED BY NOT F O R CON S T R U C TI O N STORM PROFILES & OFFSITE STORM IMPROVEMENTSC6.1 OFF-SITE STORM SEWER SCALE: 1" = 20' OFF-SITE DRAINAGE IMPROVEMENTS SCALE: 1" = 30' GRANULAR BACK FILL NO. 8 STONE EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE PROFILE LEGEND: N N MATCHLINE - SEE C6.0