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HomeMy WebLinkAboutCU502 UTILITY DETAILS & STRUCTURE TABLES2'-0" BASE FLOW CHANNEL 1'-0"SEE LANDSCAPE PLANS FOR PLANTING INFORMATION NOTES: 1.SEE SITE STABILIZATION PLANS FOR LIMITS OF EROSION CONTROL MAT EROSION CONTROL BLANKET, RE: SPECS 1" TOPSOIL ABOVE TRM TURF REINFORCEMENT MAT (TRM), RE: SPECS 4" TOPSOIL BELOW TRM GEOTEXTILE FABRIC ENGINEERED BIOSWALE SOIL MIX 6" UNDERDRAIN 1'-0"8"POROUS BACKFILL MATERIAL GEOTEXTILE FABRIC IMPORTED SANDY LOAM TOPSOIL ENGINEERED BIOSWALE SOIL MIX 6" UNDERDRAIN 8"2"8"POROUS BACKFILL MATERIAL SPILLWAY CONSTRUCTION INFORMATION BASIN TOP OF BERM (FT) CREST ELEVATION (FT)WIDTH (FT) WEST POND EMERGENCY SPILLWAY 900.00 899.50 28 SPLASH PAD BIORETENTION AREA (EMERGENCY SPILLWAY)901.00 900.50 12 SPLASH PAD BIORETENTION AREA (CONNECTING SPILLWAY)901.00 900.25 20 WETLAND EMERGENCY SPILLWAY 901.00 900.50 19 TOP OF BERM ELEVATION WIDTH TOP OF BERM ELEVATION CREST ELEVATION SLOPE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT (TRM) TOPSOIL THICKNESS PER LANDSCAPE PLAN 4" TOPSOIL BELOW TRM 3 1 3 1 1" TOPSOIL ABOVE TRM SEE LANDSCAPE PLANS FOR ADDITIONAL PLANTING INFORMATION. STRUCTURE TABLE NAME CB-01 CB-02 CB-03 CB-04 RIM 900.09 899.00 901.00 898.41 TYPE CATCH BASIN CATCH BASIN CATCH BASIN CATCH BASIN DETAIL REFERENCES 3 & 5 / CU501 3 & 5 / CU501 3 & 5 / CU501 3 & 5 / CU501 STRUCTURE TABLE NAME CO-1 CO-2 CO-3 CO-4 CO-5 CO-6 CO-7 CO-8 RIM 901.10 900.00 900.00 899.00 899.00 913.79 911.23 912.98 TYPE CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT DETAIL REFERENCES 4 / CU500 4 / CU500 4 / CU500 4 / CU500 4 / CU500 4 / CU500 4 / CU500 4 / CU500 STRUCTURE TABLE NAME FES-01 FES-02 FES-03 FES-04 FES-05 FES-06 FES-07 INVERT 898.67 898.17 897.37 900.00 897.29 897.44 898.03 TYPE FLARED END SECTION FLARED END SECTION FLARED END SECTION FLARED END SECTION FLARED END SECTION FLARED END SECTION FLARED END SECTION DETAIL REFERENCES 1 & 2 / CU500 1 & 2 / CU500 1 & 2 / CU500 1 & 2 / CU500 1 & 2 / CU500 1 & 2 / CU500 1 & 2 / CU500 REFER TO DETAIL 1/CU501 FOR OUTLET CONTROL STRUCTURE TABLE. REFER TO DETAILS 1&2/ CS511 FOR ELLIPTICAL PIPE UNDER ROADWAY STRUCTURE TABLE NAME TYPE LENGTH DETAIL REFERENCES TD-1 30" TRENCH DRAIN 15 LF 3/ CS505 TD-2 20" TRENCH DRAIN 110 LF 3/ CS505 TD-3 8" TRENCH DRAIN 24 LF 3/ CS505 TD-4 8" TRENCH DRAIN 24 LF 3/ CS505 TD-5 10" TRENCH DRAIN 12 LF 3/ CS505 SUBSURFACE UNDER DRAIN SHALL BE 6-INCH DIAMETER PERFORATED HANCOR HI-Q OR EQUIVALENT. REFER TO UTILITY PLANS FOR LOCATIONS AND INVERT ELEVATIONS OF SUBSURFACE UNDERDRAINS. PIPE TABLE PIPE NAME WALL UD - END 1 CS01-FES03 END 5-CB03 CO7 - END 2 FES01-FES02 CB02-FES07 FES04-CS02 CS02-FES05 TD4 - END 4 TD3 - 1B (45 DEG BEND) 1B (45 DEG BEND) - END 3 CO3 - END 6 EX CB1 - EX CB2 CO5-CS2 CB04-FES06 SIZE 6.0" 12.0" 6.0" 6.0" 15.0" 8.0" 12.0" 12.0" 6.0" 6.0" 6.0" 6.0" 8.0" 6.0" 15.0" LENGTH 128 LF 18 LF 11 LF 97 LF 56 LF 88 LF 27 LF 207 LF 20 LF 1 LF 43 LF 38 LF 287 LF 131 LF 91 LF SLOPE 0.78% 0.00% 0.00% 2.00% 0.90% 0.30% 0.59% 0.42% 1.00% 1.04% 0.46% 0.08% 0.13% 0.25% 0.50% MATERIAL PVC RCP PVC PVC RCP PVC RCP RCP PVC PVC PVC PVC PVC PVC RCP 6.0' BASE FLOW CHANNELCENTER LINENOTES: 1.SEE SHEET CS111 (THIS SHEET) FOR EXACT SIDE SLOPES AT DIFFERENT LOCATIONS THROUGHOUT . BOTTOM ELEVATION AT CROSS SECTION LOCATION 897.29 100 YEAR STORM ELEVATION 898.7 901.00 VARIES 902.00 UTILITY DETAILS & STRUCTURE TABLES 11640 CU502 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 ISSUED FOR CONSTRUCTION 09/10/2020 SCALE: 1" = 1' SPLASH PAD BIORETENTION AREA2 SCALE: 1" = 1' BIOSWALE3SCALE: 1" = 1' WETLAND CHANNEL SECTION1 NTS SPILLWAYS4 NTS OPEN CHANNEL CROSS SECTION5 PER CITY STORMWATER RVW 09/21/2020 PER CITY STORMWATER RVW 10/16/2020