Loading...
HomeMy WebLinkAboutC6.2 STRUCTURE DATASTRUCTURE TABLE STRUCTURE NAME: ST-50 ST-49 ST-48 ST-47 ST-46-2 ST-46 ST-45 ST-44-5 ST-44-4 ST-44-3 ST-44-2 ST-44-1 ST- 80 ST- 60 ST- 59 ST- 58 ST- 46-1 ST- 45-1 ST- 44 ST- 43 ST- 42 UPSTREAM STRUCTURE DOWNSTREAM STRUCTURE TC/ RIM INV IN/ INV OUT RIM = 849.80 INV OUT = 845.03 RIM = 852.25 INV IN = 844.75 INV OUT = 844.26 RIM = 852.45 INV IN = 843.89 INV OUT = 843.79 RIM = 853.34 INV IN = 843.55 INV OUT = 843.45 RIM = 853.25 INV OUT = 849.93 RIM = 853.27 INV IN = 843.12 INV IN = 848.95 INV OUT = 843.02 RIM = 853.33 INV IN = 842.88 INV IN = 842.91 INV OUT = 842.78 RIM = 853.43 INV OUT = 849.48 RIM = 853.33 INV IN = 849.29 INV OUT = 850.19 RIM = 853.27 INV IN = 849.94 INV OUT = 849.84 RIM = 853.28 INV IN = 849.55 INV OUT = 849.45 RIM = 853.43 INV IN = 849.23 INV OUT = 849.13 RIM = 853.41 INV OUT = 849.47 RIM = 853.44 INV OUT = 850.21 RIM = 853.47 INV IN = 849.87 INV OUT = 849.77 RIM = 853.43 INV IN = 849.60 INV OUT = 849.49 RIM = 853.25 INV IN = 849.28 INV IN = 849.28 INV IN = 849.28 INV OUT = 849.18 RIM = 852.55 INV OUT = 844.16 RIM = 853.32 INV IN = 842.41 INV IN = 848.84 INV OUT = 842.31 RIM = 852.80 INV IN = 842.14 INV OUT = 842.04 RIM = 851.93 INV IN = 841.85 STRUCTURE & CASTING TYPE NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN SOLID LID-DET.72B NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN SOLID LID-DET.72B NYLOPLAST 24" DRAIN SOLID LID-DET.72B NYLOPLAST 24" DRAIN SOLID LID-DET.72B NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET. 72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN SOLID LID-DET.72B NYLOPLAST 24" DRAIN-DET.72A DRAINAGE MANHOLE (HAMILTON COUNTY STD. DET D-20 SUMP = 839.85 UPSTREAM PIPE #; DIAMETER; INV. ELEV. IN PIPE - C50, PIPE DIA 12" INV IN =844.75 PIPE - C49, PIPE DIA 18" INV IN =843.89 PIPE - C48, PIPE DIA 18" INV IN =843.55 PIPE - C47, PIPE DIA 18" INV IN =843.12 PIPE - C46-1, PIPE DIA 10" INV IN =848.95 PIPE - C46, PIPE DIA 18" INV IN =842.88 PIPE - C45-1, PIPE DIA 12" INV IN =842.91 PIPE - C44-5, PIPE DIA 8" INV IN =849.29 PIPE - C44-4, PIPE DIA 8" INV IN =849.94 PIPE - C44-3, PIPE DIA 8" INV IN =849.55 PIPE - C44-2 , PIPE DIA 8" INV IN =849.23 PIPE - C-60, PIPE DIA 8" INV IN =849.87 PIPE - C-59, PIPE DIA 8" INV IN =849.60 PIPE - C46-2, PIPE DIA 10" INV IN =849.28 PIPE - C-80, PIPE DIA 8" INV IN =849.28 PIPE - C-58, PIPE DIA 8" INV IN =849.28 PIPE - C45, PIPE DIA 18" INV IN =842.41 PIPE - C44-1, PIPE DIA 8" INV IN =848.84 PIPE - C44, PIPE DIA 18" INV IN =842.14 PIPE - C43, PIPE DIA 18" INV IN =841.85 DOWNSTREAM PIPES #; DIAMETER; INV. ELEV. OUT PIPE - C50, PIPE DIA 12" INV OUT =845.03 PIPE - C49, PIPE DIA 18" INV OUT =844.26 PIPE - C48, PIPE DIA 18" INV OUT =843.79 PIPE - C47, PIPE DIA 18" INV OUT =843.45 PIPE - C46-2, PIPE DIA 10" INV OUT =849.93 PIPE - C46, PIPE DIA 18" INV OUT =843.02 PIPE - C45, PIPE DIA 18" INV OUT =842.78 PIPE - C44-5, PIPE DIA 8" INV OUT =849.48 PIPE - C44-4, PIPE DIA 8" INV OUT =850.19 PIPE - C44-3, PIPE DIA 8" INV OUT =849.84 PIPE - C44-2 , PIPE DIA 8" INV OUT =849.45 PIPE - C44-1, PIPE DIA 8" INV OUT =849.13 PIPE - C-80, PIPE DIA 8" INV OUT =849.47 PIPE - C-60, PIPE DIA 8" INV OUT =850.21 PIPE - C-59, PIPE DIA 8" INV OUT =849.77 PIPE - C-58, PIPE DIA 8" INV OUT =849.49 PIPE - C46-1, PIPE DIA 10" INV OUT =849.18 PIPE - C45-1, PIPE DIA 12" INV OUT =844.16 PIPE - C44, PIPE DIA 18" INV OUT =842.31 PIPE - C43, PIPE DIA 18" INV OUT =842.04 12" HDPE 24.45 LF 1.00% 18" HDPE 70.23 LF 0.50% 18" HDPE 43.45 LF 0.50% 18" HDPE 61.95 LF 0.50% 10" HDPE 19.72 LF 0.99% 18" HDPE 23.43 LF 0.50% 12" HDPE 37.60 LF 3.00% 8" HDPE 14.41 LF 1.00% 8" HDPE 20.96 LF 1.00% 8" HDPE 24.62 LF 1.00% 8" HDPE 17.60 LF 1.00% 8" HDPE 15.16 LF 2.00% 8" HDPE 5.54 LF 2.00% 10" HDPE 28.42 LF 2.00% 8" HDPE 4.18 LF 2.00% 8" HDPE 4.78 LF 2.00% 18" HDPE 70.85 LF 0.50% 8" HDPE 24.89 LF 1.00% 18" HDPE 29.85 LF 0.50% 18" HDPE 33.45 LF 0.50% 12" HDPE 24.45 LF 1.00% 18" HDPE 70.23 LF 0.50% 18" HDPE 43.45 LF 0.50% 18" HDPE 61.95 LF 0.50% 10" HDPE 28.42 LF 2.00% 18" HDPE 23.43 LF 0.50% 18" HDPE 70.85 LF 0.50% 8" HDPE 20.96 LF 1.00% 8" HDPE 24.62 LF 1.00% 8" HDPE 17.60 LF 1.00% 8" HDPE 24.89 LF 1.00% 8" HDPE 4.18 LF 2.00% 8" HDPE 15.16 LF 2.00% 8" HDPE 5.54 LF 2.00% 8" HDPE 4.78 LF 2.00% 10" HDPE 19.72 LF 0.99% 12" HDPE 37.60 LF 3.00% 18" HDPE 29.85 LF 0.50% 18" HDPE 33.45 LF 0.50% ST-50 ST-49 ST-48 ST- 60 ST- 59 ST-47 ST-46 ST-44-5 ST-44-4 ST-44-3 ST-44-2 ST- 80 ST- 45-1 ST- 46-1 ST-45 ST- 44 ST- 43 ST-49 ST-48 ST-47 ST-46 ST- 46-1 ST-45 ST- 44 ST-44-4 ST-44-3 ST-44-2 ST-44-1 ST- 44 ST- 46-1 ST- 59 ST- 58 ST- 46-1 ST-46 ST-45 ST- 43 ST- 42 8" HDPE 14.41 LF 1.00% STRUCTURE TABLE STRUCTURE NAME: ST-30 ST-29 ST-28 ST-27 ST-26 ST-25 ST-24-1 ST-24 UPSTREAM STRUCTURE DOWNSTREAM STRUCTURE TC/ RIM INV IN/ INV OUT RIM = 849.20 INV OUT = 845.67 RIM = 852.20 INV IN = 844.88 INV OUT = 844.66 RIM = 852.20 INV IN = 844.13 INV OUT = 843.89 RIM = 852.20 INV IN = 843.10 INV OUT = 843.00 RIM = 851.55 INV IN = 842.67 INV OUT = 842.52 RIM = 852.45 INV IN = 842.34 INV OUT = 842.24 RIM = 853.05 INV OUT = 848.90 RIM = 852.26 INV IN = 842.00 INV IN = 848.03 STRUCTURE & CASTING TYPE NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A NYLOPLAST 24" DRAIN-DET.72A DRAINAGE MANHOLE (HAMILTON COUNTY STD. DET D-20 SUMP = 840.00 UPSTREAM PIPE #; DIAMETER; INV. ELEV. IN PIPE - B30, PIPE DIA 12" INV IN =844.88 PIPE - B29, PIPE DIA 15" INV IN =844.13 PIPE - B28, PIPE DIA 18" INV IN =843.10 PIPE - B27, PIPE DIA 18" INV IN =842.67 PIPE - B26, PIPE DIA 18" INV IN =842.34 PIPE - B25, PIPE DIA 18" INV IN =842.00 PIPE - B24-1, PIPE DIA 12" INV IN =848.03 DOWNSTREAM PIPES #; DIAMETER; INV. ELEV. OUT PIPE - B30, PIPE DIA 12" INV OUT =845.67 PIPE - B29, PIPE DIA 15" INV OUT =844.66 PIPE - B28, PIPE DIA 18" INV OUT =843.89 PIPE - B27, PIPE DIA 18" INV OUT =843.00 PIPE - B26, PIPE DIA 18" INV OUT =842.52 PIPE - B25, PIPE DIA 18" INV OUT =842.24 PIPE - B24-1, PIPE DIA 12" INV OUT =848.90 ST-30 ST-29 ST-28 ST-27 ST-26 ST-25 ST-24-1 ST-29 ST-28 ST-27 ST-26 ST-25 ST-24 ST-24 12" HDPE 73.44 LF 1.00% 15" HDPE 48.34 LF 1.00% 18" HDPE 154.23 LF 0.50% 18" HDPE 62.53 LF 0.50% 18" HDPE 31.04 LF 0.50% 18" HDPE 43.93 LF 0.50% 12" HDPE 35.62 LF 2.19% 12" HDPE 73.44 LF 1.00% 15" HDPE 48.34 LF 1.00% 18" HDPE 154.23 LF 0.50% 18" HDPE 62.53 LF 0.50% 18" HDPE 31.04 LF 0.50% 18" HDPE 43.93 LF 0.50% 12" HDPE 35.62 LF 2.19% STRUCTURE TABLE STRUCTURE NAME: ST-1 ST-0 UPSTREAM STRUCTURE DOWNSTREAM STRUCTURE TC/ RIM INV IN/ INV OUT RIM = 848.12 INV OUT = 845.57 RIM = 849.13 INV IN = 845.14 STRUCTURE & CASTING TYPE GRATE INLET (DET. 23A) SNOUT (DET. 73J) SUMP=843.57 EXISTING CURB INLET UPSTREAM PIPE #; DIAMETER; INV. ELEV. IN PIPE - 1, PIPE DIA 12" INV IN =845.14 DOWNSTREAM PIPES #; DIAMETER; INV. ELEV. OUT PIPE - 1, PIPE DIA 12" INV OUT =845.57 ST-1 ST-0 12" HDPE 127.55 LF 0.33% 12" HDPE 127.55 LF 0.33% STRUCTURE TABLE STRUCTURE NAME: ST-10 ST-9 UPSTREAM STRUCTURE DOWNSTREAM STRUCTURE TC/ RIM INV IN/ INV OUT RIM = 850.83 INV OUT = 841.85 RIM = 849.99 INV IN = 841.66 STRUCTURE & CASTING TYPE DRAINAGE MANHOLE (HAMILTON COUNTY STD. DET D-20 SUMP = 839.85 MODIFIED EXISTING DRAINAGE MANHOLE DET. 73I UPSTREAM PIPE #; DIAMETER; INV. ELEV. IN PIPE - D10, PIPE DIA 12" INV IN =841.66 DOWNSTREAM PIPES #; DIAMETER; INV. ELEV. OUT PIPE - D10, PIPE DIA 12" INV OUT =841.85 ST-10 ST-9 12" HDPE 47.34 LF 0.37% 12" HDPE 47.34 LF 0.37% STRUCTURE TABLE STRUCTURE NAME: ST-7 ST-6 ST-5 UPSTREAM STRUCTURE DOWNSTREAM STRUCTURE TC/ RIM INV IN/ INV OUT RIM = 849.46 INV OUT = 845.46 RIM = 848.80 INV IN = 844.58 INV OUT = 844.48 RIM = 848.66 INV IN = 844.40 STRUCTURE & CASTING TYPE GRATE INLET DET. 23A SUMP = 843.46 GRATE INLET DET. 23A SUMP = 843.46 DRAINAGE MANHOLE (HAMILTON COUNTY STD. DET D-20) UPSTREAM PIPE #; DIAMETER; INV. ELEV. IN PIPE - E7, PIPE DIA 18" INV IN =844.58 PIPE - E6, PIPE DIA 18" INV IN =844.40 DOWNSTREAM PIPES #; DIAMETER; INV. ELEV. OUT PIPE - E7, PIPE DIA 18" INV OUT =845.46 PIPE - E6, PIPE DIA 18" INV OUT =844.48 ST-7 ST-6 ST-6 ST-5 18" HDPE 171.89 LF 0.50% 18" HDPE 12.85 LF 0.50% 18" HDPE 12.85 LF 0.50% 18" HDPE 171.89 LF 0.50% UNDERGROUND DETENTION INITIAL DATE DPOR PM DES DRW Engineering Associates, Inc. CEI PROJECT NO. NO. DATE REVISIONS 10/10/14 10/17/14 DESCRIPTION BZA SUBMITTAL ADLS/ DP SUBMITTAL 2/26/15 SUBMITTAL REVISED PER COMMENTS 4/30/15 SUBMITTAL REVISED PER COMMENTS 6/4/15 BID/PERMIT SET JOB # PROJ#28436.0 DRAWING: 28436 Storm.dwg LAST SAVED BY: RNEDKOV LOCATION: C:\CEI-CAD\Vault\28436.0 CLA - 116th St & College Av e - Carmel, IN\Drawings\Design\28436 Storm.dwg UNDERGROUND DETENTION LINE C LINE A-1 LINE B LINE D LINE E EXISTING CURB INLET OFF-SITE EXISTING STRUCTURE (OFF-SITE) EXISTING CURB INLET OFF-SITE 6/2/15