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HomeMy WebLinkAboutS1-1-1 - SPRAYGROUND ENLARGED PLAN 9 0 5 ' - 0 " 906' - 0" 907' - 0" 908' - 0" 909' - 0" 910' - 0" 904' - 0" 904' - 0" 9 0 4 ' - 0 " 905' - 0" 906' - 0" 907' - 0" 908' - 0" 909' - 0" 910' - 0" 904' - 0" 905' - 0" 906' - 0" 907' - 0" 908' - 0" 909' - 0" 910' - 0" 911' - 0" 910' - 0"911' - 0" 907' - 0" 908' - 0" 909' - 0" 910' - 0" 911' - 0"912' - 0" 904' - 0" 905' - 0" 906' - 0" 911' - 0" 9 12 ' - 0 " 20S2.1.124S2.1.1PRE-FABRICATED BRIDGE, SEE CS512SPRAYGROUND SOG, SEE ARCHGRADE TOPOGRAPHY, SEE CG402GRADE TOPOGRAPHY, SEE CG40251S2.1.1OPPHAND15°15°TYP15°TOW EL = 907' - 6"TOW EL = 909' - 6"TOW EL = 911' - 0"TOW EL = 912' - 9"36S2.1.1WATER SOURCE BLOCK, TYP SEE CS50512" CONCRETE SLAB, TYP10' - 3"12' - 0"11' - 0"5' - 6" 3' - 6"9' - 0"80°90°90°65°50°25°35°90°COORD W/ CIVIL16' - 5 1/2"TYP4' - 0"8' - 0"TYP15°T Y P4' - 0 "16' - 11"UNDER BRIDGE7' - 0" CENTERED1 3 ' - 6 "15' - 8"9' - 4"TOW EL = 912' - 0"CONCRETE RETAINING WALL, TYPEXTENT OF RETAINING WALL FOOTING BELOW, TYPPRE-FAB BRIDGE SUPPLIER18' - 4" COORD W/PENETRATIONS FOR WATER JET SPIGETS, SEE NOTE EUNDER BRIDGE7' - 0" CENTERED20°5' - 9"END OF WALL TO TERMINATE AT PAVEMENT CORNERTOW EL = 912' - 9"TOW EL = 912' - 6"TOW EL = 913' - 6"15' - 4"13' - 3"1 0 ' - 0 "END OF WALL TO TERMINATE AT PAVEMENT CONTROL JOINTTOW EL = 914' - 0"STEP FOOTING, SEE DETAILTOF EL = 901' - 0"TOW EL = 911' - 4 1/2"TOP OF WALL TO MATCH SLOPE & ELEVATION OF GRADE, COORD W/ CIVILCOORD W/ CIVIL28' - 3"TOW EL = 912' - 9"TOW EL = 912' - 8"TOW EL = 912' - 6"TOW EL = 912' - 7"TOW EL = 912' - 9"51S2.1.1TYP6"ROBINIA POST AT SITE TO BRIDGE GUARDRAIL TRANSITION TYP, SEE CS504/34S2.1.1TYP2"COORD W/ CIVIL6' - 3"A. ESTABLISHED ELEVATIONS:1. TOP OF SPRAYGROUND SLAB EL...........................SEE CIVIL2. TOP OF FOOTING EL................................................901'-6" UON3. TOP OF WALL EL.......................................................SEE PLAN4. ELEVATIONS AS INDICATED ABOVE UNLESS OTHERWISENOTEDB. COORDINATE TOP OF FOOTING ELEVATION WITH CIVIL GRADINGPLANS TO ENSURE BOTTOM OF FOOTING IS 3'-0" MINIMUMBELOW FINISH GRADE.C. COORDINATE TOP OF WALL ELEVATIONS WITH CIVIL GRADINGPLAN.D. FIELD LOCATE EXISTING UNDERGROUND UTILITIES, PIPING, ETC.PRIOR TO PLACEMENT OF FOUNDATIONS. NOTIFY ENGINEER OFANY INTERFERENCES WHICH MIGHT REQUIRE RELOCATIONAND/OR MODIFICATION OF FOUNDATIONS.E. PROVIDE SLEEVE PER TYPICAL SLEEVE FOR UTILITIES DETAILTHROUGH CONCRETE RETAINING WALL FOR WATER JETSPIGETS. COORDINATE EXACT LOCATION AND ELEVATION OFSLEEVES WITH CIVIL DRAWINGS.F. REFER TO CIVIL FOR CLIMBING WALL CLADDING SYSTEMREQUIREMENTS AND ADDITIONAL CONRETE RETAINING WALLCOORDINATION.G. DO NOT SET BRIDGE UNTIL CONCRETE ABUTMENT WALL HASREACHED ITS 28-DAY COMPRESSIVE STRENGTH AND ALLBACKFILLING IS COMPLETE.SHEET NUMBERPROJECT NUMBERDRAWING TITLESEALS AND SIGNATURESISSUED FORREV DATE44 EAST MIFFLIN STREETSUITE 500MADISON, WI 53703608.251.1177www.smithgroupjjr.comSCALEWEST PARK:THE CORE3030 W. 116TH STREETCARMEL, IN 46032OWNER:500 PARK BOULEVARDSUITE 800ITASCA, IL 60143630.221.1212www.williams-architects.comISSUED FOR CONSTRUCTION09/10/2020As indicatedSPRAYGROUNDENLARGED PLANS1.1.111640.000GENERAL SHEET NOTESSCALE:3/16" = 1'-0"1SPRAYGROUND ENLARGED PLANNORTH5'-6 1/2"PER CITY STORMWATER RVW 09/21/2020