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HomeMy WebLinkAboutCV103 EXISTING CONDITIONS NOTES & TABLESStructure Number #Structure Type Structure Details Notes 5017 Sanitary Manhole 24"Rim Elev = 900.047' (N): 8" PVC INV=894.847' (E): 10" PVC INV=894.747'Pipe from north completely full of sewage. Hard to size and invert pipe 5526 Sanitary Manhole 24"Rim Elev = 899.364' (N): 8" PVC INV=895.864' (S): 8*" PVC INV=895.764'*Pipe size approximate 7739 Storm Manhole 24"Rim Elev = 904.443' (NE): 12" Cast Iron INV=899.693' (E): 12" RCP INV=899.593' (NW): 12" Cast Iron INV=899.343'Structure has weir wall. ▲H of weir wall = 4.85' Elevation of weir wall = 899.593' 7448 Curb Inlet Rim Elev = 904.224' (SW): 12" Cast Iron INV=899.914'2' of standing water at the bottom of the structure. 6.22' to the bottom of the structure 7948 Storm Manhole Rim Elev = 903.52' (NE): 12" CPP INV=898.10' (SE): 12" CPP INV=897.97' (W): 8" CPP INV=898.22' (NW): 8" CPP INV=898.19'No Flow 8017 Storm Manhole Rim Elev = 903.375' (NE): 12" CPP INV=898.03' (SW): 12" CPP INV=898.02' (NW): 8" CPP INV=898.07' 8018 Storm Manhole Rim Elev = 902.04' (NE): 8" CPP INV=898.78' (E): 8" CPP INV=898.74' (SE): 8" CPP INV=898.75' (SW): 12" CPP INV=898.69' (NW): 8" UNKN INV=898.74' 8019 Storm Manhole Rim Elev = 900.969' (NE): 8" CPP INV=897.74' (SE): 8" CPP INV=897.76' (W): 8" CPP INV=897.69' (NW): 8" CPP INV=897.69' 8020 18" Square Inlet Rim Elev = 900.132' (SE): 8" PVC INV=898.382' 8021 18" Square Inlet Rim Elev = 900.089' (NW): 8" PVC INV=897.989' (S): 8" PVC* INV=897.969' (SW): 8" CPP INV=898.14'*Material approximate 8022 18" Square Inlet Rim Elev = 902.143' (NW): 8" CPP* INV=898.84' (SE): 8" CPP INV=899.84'*Material approximate 8023 18" Square Inlet Rim Elev = 902.156' (SE): 8" PVC* INV=900.656'*Material approximate 8102 Square Catch Basin Rim Elev = 898.12' (SE): 6*" PVC INV=897.17'*Pipe size approximate 520815 Storm Manhole Rim Elev = 900.20' (NW): 12" CPP INV=895.40' (SW): 12" CPP INV=895.65' 521126 Other Water Manhole Rim Elev = 902.611'Irrigation valve in manhole and possibly water/sanitation bolted up inside 521140 Sanitary Manhole Rim Elev = 899.64' (S): 6*" PVC INV=897.44' (NW): 6" PVC INV=897.54'*Pipe size approximate 521143 Storm Manhole Rim Elev = 900.39' (SE): 12" CPP INV=896.34 (NE): 12" CPP INV=896.44' (E): 12*" CPP INV=896.42'*Pipe size approximate 521144 Storm Inlet Rim Elev = 900.11' (NE): 8" PVC* INV=897.96' (SW): 8" PVC INV=898.01'*Material approximate 521145 Storm Inlet Rim Elev = 900.18' (NE): 8" PVC INV=898.43' 521146 Storm Inlet Catch Basin Rim Elev = 900.27' (SE): 8" PVC* INV=898.02'Bottom of Structure elev = 897.42' *material approximate 521147 Storm Inlet Rim Elev = 900.12' (NW): 8" PVC INV=896.97' (SW): 8*" CPP INV=897.08' (NE): 8" CPP INV=897.12'*Pipe size approximate 521148 Storm Manhole Rim Elev = 901.02' (NE): 8" CPP INV=897.38' (SW): 12" CPP INV=897.36' (SWW): 8" CPP INV=897.51' 12" CPP INV=897.37' 521339 Storm Manhole Rim Elev = 900.86' (E): 12-15*" RCP INV=896.81' (W): 12-15*" RCP INV=896.81'*Pipe size approximate 521392 Beehive Rim Elev = 901.02' (S): 12*" PVC INV=897.72'*PVC pipe may be a boot as connecting pipe is a RCP. Bottom of structure ▲H=5.1' (895.92') Approximately 1.8' of standing water in structure 521574 Square Catch Basin Rim Elev = 900.75' (E): 6" CPP INV=899.20' (W): 6" CPP INV=899.20' 521610 Square Storm Yard Drain Rim Elev = 900.19' (NW): 6" PVC INV=898.79' 525000 Square Catch Basin Rim Elev = 900.59' (E): 6" CPP INV=899.14' (W): 6" CPP INV=899.14' 525161 Square Inlet Rim Elev = 899.15' (NW): 8" CPP* INV=898.24'*Material approximate EXISTING CONDITIONS NOTES & TABLES 11640 CV103 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com WEST PARK: THE CORE 2700 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 65% REVIEW 04/20/2020 90% CONSTRUCTION DOCUMENTS 06/01/2020 100% REVIEW 06/19/2020 ISSUED FOR BID 07/14/2020 STRUCTURE TABLE