Loading...
HomeMy WebLinkAboutCHS Murray Field Drainage Ditch Rehab C200UT UT UT GASUT UT UT GAS GAS GAS 170.10'156.90' 79.50'30.55'80.75' 123.10' 132.10'41.70'35.00'73.80' 32.50 ' 20.40' 29.37' 23.60' 1.70 ' 19.50' 9.70' 9.25' 2.80' 9.95 ' 2.25' 4.90 ' 4.90' 10.00'60.00'23.20' 12.00 ' 44.00' 12.00'27.40' 62.30 ' 15.3 0 ' 3.30' 3.30' 0.85 ' 8.00'119.00'24.70' 6.20 ' 7.00' 37.00' 12. 00 ' 3.30' 10.25'38.10' 28.80' 15.4 0 ' 31.35' 33.40' 14.4 0 ' 34.45' 4.70' 4.00 ' 4.00 ' 7.0 0' 7.60' 10.30' 2.00' 9.50' 2.00' 4.15'39.70' 4.15 ' 36.90' 94.20 ' 5.40' 4.00'132.50' 20.20' 10.30' 6.20 ' 110.30' 6.20' 9.70' 6.2 0' 52.40' 10.70' 14.00' 14.00' 14.00' 14.00' 14.00' 14.00' 12.30'14.40'13.0 0 ' 12.30' 17.90' 17.32' 12.00 ' 22.00' 3.70' 25.60'23.10'90.10'201.10' 91.25 ' 13.50' 59.10' 10.00' 6.50' 9.00' 127.30' 14.10' 12. 0 0 ' 4.10'52.10'15.40'12.30'25.40'78.90'70.20' 3.40' 3.95' 8.00' 3.95' 209.6 0 ' 7.10'18.00' 6.60' 6.60' 23.00' 11.70' 21.80' 5.00' 7.00'40.90' 13.00' 13.10' 13.00'13.10' 16.30'62.90'13.70' 6.70' 6.70' 46.70'13.70' 6.70' 6.70' 62.90'16.40' 13.05' 13.05'13.05' 13.05' 13.05' 16.70' 18.00' 7.30'30.65' 18.80' 7.30' 8.10'69.50' 47.00'56.40' 114.99'34.60' 14.90'15.30' 11.70' 13.70'14.10'14.10' 14.00'14.00' 14.10' 14.00' 10.35' 62.90' 6.60'13.70' 15.60' 2.30' 46.80' 6.60' 13.70' 2.30' 15.60' 2.30'46.80' 6.60' 2.30' 2.30' 13.70' 15.60' 2.30'19.90' 62.90'17.00' 14.10' 14.00' 14.00' 15.70' 19.90' 19.90' 34.40' 1.40 ' 3.30' 0.70 ' 3.10' 0.50 ' 2.00' Typical 2.30' 0.55 ' 0.55' 2.60' 3.00' 1.00' 2.60' 1.30' 1.00' 1.30' 2.70' 2.70' 1.00' 3.25' 3.35' 0.30' 1.50' 1.95' 1.30' 2.00' 2.45' 13.10' 2.45' 1.95' 1.85' 1.95' 2.45' 2.30' 1.30' 4.60' 4.50' 1.60' 0.70' 2.10' 0.70' 1.50' 2.30' 2.30' 2.30' 2.30' 2.30' 2.30' 2.30' 2.30' 1.30' 2.30' 2.35' 1.55' 0.67' 1.95' 0.67' 0.67' 2.55' 0.67' 1.68' 2.40' 0.65' 0.70' 4.20' 0.65' 1.30' 1.25' 0.65' 2.20' 1.30' 0.65' 1.25' 0.65' 1.35' 0.55' 0.55' 1.40' 2.00' 4.05' 0.70' 2.40' 1.95' 2.40' 2.35' 1.95' 0.67' 0.67' 1.95' 0.67' 0.67' 1.95' 0.67' 0.67' 1.95' 2.30' 2.30' 1.95' 3.35' 1.15' 1.15' 3.30' 2.30' 1.00' 2.30' 2.30' 1.00' 2.30' 2.30' 2.00' 0.80' 2.50' 2.00' 0.6 3' 0.40' 5.80 ' 0.40' 0.80' 2.00' 0.80' 0.80 ' 1.60' 0.80' 1.55' 1.55' 0.8 0' 1.60' 0.80' 0.80' 3.5 0' 33.36' 1.95 ' 1.80' 7.70' 8.00'9.95' 1.95'8.60' 1.9 5' 5.50' 5.7 0' 3.70 ' 3.70'Typical 4.40' 0.40' 1.95' 4.65' 0.90' 2.00' 0.45'Typical Typical Finish Floor = 853.37 Finish Floor = 853.33 Finish Floor = 853.34 Finish Floor = 853.38 Finish Floor = 853.32 Finish Floor = 853.34 Finish Floor = 853.27 Finish Floor = 853.20 Finish Floor = 853.35 Finish Floor = 853.34 Finish Floor = 852.05 Finish Floor = 852.11 Finish Floor = 852.03 Finish Floor = 852.01 Finish Floor = 837.30 Finish Floor = 852.12 Finish Floor = 849.33 Finish Floor = 849.37 Finish Floor = 835.15 Finish Floor = 835.20 Finish Floor = 835.19 Finish Floor = 835.08 Finish Floor = 835.08 Finish Floor = 835.08 Finish Floor = 749.42 Finish Floor = 853.43 Finish Floor = 853.37 Finish Floor = 853.35 Finish Floor = 853.33 Finish Floor = 853.35 Carmel High School Carmel High School WV WM AC GM X X AC WM GATEGATE X X AC GM X X AC CU CU 6"PVC 6"PVC24.4' 13.3'2.0 ' 20.0 '39.4'4.0'26.5 '24.2 ' 10.5' 4.8 ' 10.8' 34.1'26.2 ' 40.0 ' 30.0 '44.0' 23.9' 9.7' 9.7' 13.0' 39.1' 6.2' 1.8'35.9'9.8'15.4'19.2 '19.2'14.3'12.5'10.2'24.3 '12.1'49.3'61.3' 24.8' 5.4' 30.1' 22.3' 22.3'22.2'22.2' 37.0 ' 24.2' 30.7'26.3' 1.2 '11.0' 44.0 ' 9.6'x9.2'Metal Shed 10'x12'Wood Shed FF = 841.67 8 'VCP 8'VCP FF = 848.82FF = 844.45 FF = 844.45 Carport FF = 848 .81 Concrete FF = 847.09 FF = 836.49FF = 836.48 CU CU Concrete SepticTank Lid SepticTank Lid FF = 843.27 FF = 847.20 CU 8"VCP 8"VCP SS SS MH WV WV WV EAST MAIN STREET CHS EAST 136TH STREET 150 4500 150 300 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 811 or 1-800-382-5544 Before You Begin Any Digging Project. Call 48 hours or 2 working days before you dig. It's Fast, It's Easy and It's the Law in the state of Indiana! 1. SEE DRAWING C002 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. GENERAL NOTES COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT PROJECT NUMBER: TLF-2020-296 MURRAY FIELD DRAINAGE DITCH BANK REHABILITATION CARMEL CLAY SCHOOLS 520 STADIUM DRIVE CARMEL, INDIANA PROJECT ISSUE DATE: JULY 20, 2020 DRAWN BY: HHW REV. NO. DESCRIPTION DATE BID SET 07/20/2020 OVERALL SITE PLAN C200 09/10/20