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HomeMy WebLinkAbout93-LS501SiteDetailsOWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS - AN ICON COMMUNITYSITE PLAN - PHASE 1BOZEMAN, MONTANANWX APARTMENTS LLC 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 GH, JSKS, RH10/29/21: SP 01 06/02/22: SP 02 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com SITE DETAILS LS501 1 2 3 MONOLITHIC CONCRETE PLAYGROUND CURB SCALE: 1 1/2" = 1'-0" NOTES: 1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT 28 DAYS. 2.THE DEPTH OF THE CURB VARIES TO ADJUST FOR STEEP GRADES ADJACENT TO THE PLAYGROUND PITS. IN NO CASE SHALL THE GRADE WITHIN THE PLAYGROUND PITS BE GREATER THAN 2.5%, REFER TO LAYOUT PLAN. 3.SCORE JOINTS ON THE WALKS PERPENDICULAR TO THE CURB SHALL EXTEND THROUGH THE ENTIRE DEPTH OF THE CURB. 4.SLOPE BOTTOM OF SAFETY SURFACE 2% MINIMUM TO DRAIN. CONCRETE WALK #4 REBAR 24" ON CENTER 1" DEEP CONTROL JOINT (2) #4 REBAR 24" ON CENTER CONCRETE CURB, 2" RADIUS ON ALL EXPOSED EDGES, SLOPE TOP 1/4" PER FOOT TOWARD PLAYGROUND ENGINEERED WOOD FIBAR SAFETY SURFACE, REFER TO MATERIAL SCHEDULE, SHEET L-XXX 3/4" WASHED GRAVEL GEOTEXTILE FILTER / DRAINAGE MAT SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY 1 2 3 4 5 6 7 8 9 1'-4" MIN. 1'-2" MIN. 2" 1'-0" MIN. 2"MIN. 6" MAX. 1'-0"2'-0" 1 2 3 4 5 98 6 1/4"1'-0" 7 CONCRETE WALK MONOLITHIC CONCRETE CURB, REFER TO DETAIL 4, SHEET L-15 2" RADIUS ON ALL EXPOSED EDGES (3) #4 REBAR #4 REBAR 18" ON CENTER PLAY SAFETY SURFACE TOOLED SCORE JOINTS, 6" APART (2) #4 DOWELS 18" ON CENTER SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY 1 2 3 4 5 6 7 8 9 PLAYGROUND RAMP SCALE: 3/4" = 1'-0" NOTES: 1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT 28 DAYS. 6'-0"4'-0"6'-0" SECTION PLAN 12:1 MAX.12:1 MAX.12 : 1 M A X . 6" 6'-0" 1'-0" 1'-4" 6" 2 4 5 6 8 9 3 2 1 3 6 7 3 12 1 ADJACENT LANDSCAPE, REFER TO PLANS 6"X18" CONCRETE CURB, 1" CHAMFER ON ALL EXPOSED EDGES ARTIFICIAL TURF, INSTALL AND SECURE TO NAILER BOARD AS RECOMMENDED BY MANUFACTURER, REFER TO MATERIAL SCHEDULE, SHEET L-12 4" DEPTH COMPACTED AGGREGATE PER MANUFACTURERS RECOMMENDATIONS FILTER FABRIC/WEED BARRIER 2"X6" PRESSURE TREATED WOOD NAILER BOARD, HOLD DOWN 1/4" FROM TOP OF CONCRETE CURB, SECURE WITH TAPCON SCREWS OR RAMSET NAILS SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY 1 2 3 4 5 6 7 ARTIFICIAL TURF WITH CONCRETE CURB SCALE: 1 1/2" = 1'-0" NOTES: 1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 / 4,000 PSI AT 28 DAYS. 2.SAW CUT SCORE JOINTS ON CONCRETE CURB AT 8'-0" ON CENTER. 1'-6" 1/4" 6" 21 3 4 5 6 7 4 5 6" MINIMUM PLAY SAFETY SURFACE, REFER TO DETAIL X, SHEET L-XXX 3/4" WASHED GRAVEL TRENCH WRAPPED IN FILTER FABRIC 10" DIAMETER ROUND IRRIGATION BOX 4" DIAMETER PERFORATED PVC DRAIN PIPE, SLOPE AT 1% MINIMUM 4" 45 DEGREE PVC WYE FITTING SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY THREADED WATER TIGHT CAP 4" PVC ELBOW 1 2 3 4 5 6 7 8 PLAYGROUND DRAIN CLEANOUT SCALE: 1" = 1'-0" 312 4 5 6 8 7 1% SLOPE NOTES: 1.CONFIRM FINAL GRADES PRIOR TO INSTALLATION. 2.MARK CLEANOUT LOCATION ON ADJACENT PLAYGROUND CURB WITH CO. 3.COORDINATE OUTFLOW PIPE CONNECTIONS WITH CIVIL OR DAYLIGHT LOCATION. 4.IF PLAYGROUND SURFACE IS POURED-IN-PLACE, SUPPLY PLUG FOR IRRIGATION BOX ACCESS. PLAY SAFETY SURFACE, RE: MATERIAL SCHEDULE, SHEET L1.00 3/4" WASHED GRAVEL MIRIFI 140N FILTER FABRIC OR EQUIVALENT, OVERLAP ALL JOINTS MINIMUM 10" AND STAPLE, FILTER CLOTH MUST WRAP BOTH THE PIPE AND THE ENTIRE TRENCH 3/4" WASHED GRAVEL IN TRENCH 4'' PERFORATED PVC PIPE, 1% MINIMUM SLOPE SUBGRADE COMPACTED TO 95% STANDARD PROXY DENSITY 1 2 3 4 5 6 PLAYGROUND DRAIN SCALE: 1 1/2" = 1'-0" NOTES: 1.SLOPE SAFETY SURFACE AND WASHED GRAVEL 2% MINIMUM TO DRAIN. 2.CONFIRM FINAL GRADES PRIOR TO INSTALLATION. VARIES 1'-0" 1 3 4 5 6 2 1/2" GALVANIZED LOCK NUT WITH WASHER, ZINC FINISH 1/2" HOT DIPPED GALVANIZED DROP FORGED EYE BOLT CONTRACTOR TO USE STEEL SCREW LOCKING CARABINER TO LINK LIGHTING TO METAL RING 4" ROUND TUBE POST, TO BE PRIMED AND POWDERCOATED COLOR: BLACK. RE: DETAIL 7/L-17 DEPENDING ON LOCATION, FOR COORDINATION CRIMPED ALUMINUM WIRE ROPE SWAGE SLEEVE FESTOON LIGHT STRANDS WITH TAUGHT 11 GAUGE STEEL CABLE SUPPORT, REFER TO ELECTRIC PLANS TYPICAL JUNCTION BOX LOCATION FESTOON LIGHT, TYP. 1 2 3 4 5 6 7 8 FESTOON LIGHT POLE CONNECTION SCALE: 3" = 1'-0" NOTES: 1.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2.THIS DETAIL SHOWS DESIGN INTENT ONLY. ENGINEERING SHALL BE DESIGNED BY A LOCALLY LICENSED STRUCTURAL ENGINEER AS REQUIRED FOR PERMITTING . 3.CONTRACTOR SHALL MEET ALL APPLICABLE CODES. 4.ALL METAL HARDWARE SHALL BE ZINC PLATED. 5.ELECTRICAL CONDUIT SHALL BE RECESSED THROUGH TUBE STEEL POST INTO JUNCTION BOX 4" 1 2 4 3 1" 6 5 7 8 10'-0" 2 FESTOON LIGHTING, RE: ELECTRICAL 4" POWDERCOATED ROUND 3/16" TUBE STEEL POST, 10'-0" HT. ABOVE GRADE, WELD OPEN TOP SHUT, COLOR: BLACK FESTOON LIGHTING JUNCTION BOX, RE: ELECTRIC PLANS FINISH GRADE, REFER TO PLANS FOR SURFACE TYPE 9" DIA.,1/2" THICK BASE PLATE, FULLY WELDED 1 1 2" NON-SHRINK, NON-METALLIC GROUT 1 2 3 4 5 6 NOTES: 1.CONTRACTOR SHALL COORDINATE WIRING WITHIN TUBE STEEL POSTS FOR BISTRO LIGHTING WITH ELECTRICAL. 2.FINAL ENGINEERING SHALL BE SIGNED AND SEALED BY A LOCALLY LICENSED STRUCTURAL ENGINEER AS REQUIRED FOR PERMITTING. 3.CONTRACTOR SHALL MEET ALL APPLICABLE CODES. 4.ALL METAL HARDWARE SHALL BE GALVANIZED. 1 L-17 8 4 3 3'-6" 1'-6" 6" 5 9 10 7 12 11 6" 3" CLEAR 3" CLEAR 6 8 (3) #3 TIES AT 3" ON CENTER. AT TOP CAST IN PLACE CONCRETE FOOTING (4) 3 4" DIA. X 18" ALL-THREAD BOLT, WITH DOUBLE HEX NUT AND WASHER AT BOTTOM #3 TIES AT 12" ON CENTER (6) #5 VERTICAL CONDUIT SLEEVE, RE: ELECTRICAL COMPACTED AGGREGATE BASE WITH 95% PROCTOR DENSITY COMPACTED SUBGRADE 7 8 9 10 11 12 13 13 FESTOON LIGHT POLE SCALE: 1/2" = 1'-0"6 7