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HomeMy WebLinkAbout4192025 C070-Pvt Marking Details 2021-05-244'-0" 1'-6" DIA. CONCRETE OR FINISH GRADETOP OF CURB / WALK SET IN CONCRETE BASE2" x 2" STEEL POST 1'-6" 4'-0" FILLED STEEL POST6" DIA. CONCRETE 0'-3" SET IN CONCRETE BASE VANACCESSIBLE RESERVED PARKING $100 FINEPERMIT REQUIRED6" 1" 6" 1" 18" 12" BASE 28" MINIMUM 24" MINIMUM*** BLUE PAINT*** ±5'-2" ±4'-8" ** WHITE PAINT - STROKE WIDTH = 3" (MIN) REFER TO "STANDARD HIGHWAY SIGNS, 2004 EDITION" APPENDIX (PAGE 6-31) FOR HANDICAPPED SYMBOL DESIGN VANACCESSIBLE RESERVED PARKING $100 FINEPERMIT REQUIRED VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY $100 FINEPERMIT REQUIRED 12" $100 FINE PLAQUE DETAIL NOTES: 1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER. 2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLIC WASHERS. R7-8NA (NO ARROW) 12" x 18" R7-8A 12" x 6" "$100 FINE" PLAQUE 12" x 6" WHITE BACKGROUND SIGN BLANK & BORDER SAME AS R7-8A 1.5" GREEN SERIES D LETTERS 1" GREEN SERIES D LETTERS 1.5" 1.0" 0.5"1.5" 1.5" 6" 1" 6" 1" 18" 12" SUPPORT AND CORRESPONDING ANCHOR SUPPORT ANCHOR TUBE SIZE WEIGHT WALL THICKNESS TUBE SIZE WEIGHT WALL THICKNESS 2" X 2"2.42 LB / FT 0.105" (12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA 0.188" (7 GAUGE) NOTES: 1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT. 2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. 3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS AN OPTION AS APPROVED BY THE ENGINEER. 2" (MAX) 2'-6" 4" 1'-0" 7/16" DIA HOLES SPACED ONE INCH (1") ON-CENTER GROUND LEVEL INSERT SIGN POST 18" INTO ANCHOR 2-1/2" OR 3" SQUARE, NON-PERFORATED STEEL HEAVY DUTY BREAKAWAY ANCHOR CONCRETE FOUNDATION (CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM) NATIVE GROUND 2" OR 2-1/2" SQUARE PERFORATED GRADE 50 STEEL POST SHIMS ARE NOT TO BE USED FASTEN POST TO ANCHOR WITH 5/16" STEEL (STAINLESS OR ZINC PLATED) CORNER BOLT, FLAT WASHER, & NUT (SEE NOTE 2 BELOW) 2-1/2" X 2-1/2"3.14 LB / FT 0.105" (12 GAUGE)3" X 3"23.0 LB / EA 0.188" (7 GAUGE) 4'-0" 1'-6" DIA. CONCRETE OR FINISH GRADETOP OF CURB / WALK SET IN CONCRETE BASE2" x 2" STEEL POST 1'-6" 4'-0" FILLED STEEL POST6" DIA. CONCRETE 0'-3" SET IN CONCRETE BASE VANACCESSIBLE RESERVED PARKING $100 FINEPERMIT REQUIRED6" 1" 6" 1" 18" 12" BASE 4" CONC. SLAB OVER 4" WASHED GRAVEL OR CRUSHED ROCK ATTACH PER MANF. REQUIREMENTS U-STYLE "PARK-IT-2" BIKE RACK W/ BLACK POWDER COAT FINISH OR EQUAL SET RACKS AT 36" CENTER TO CENTERS 24" +/-36" +/-RECYCLE BINSDUMPSTER ℄ 4" DIA. X 60" STEEL PIPE BOLLARD, 36" HIGH 4X4X3/16" T.S. SUPPORTS, SET IN 12" DIA, X 30" SONOTUBE PRIOR TO POURING SLAB WELD HINGES TO ALLOW 180° MIN. GATE SWING PLAN 4" THICKENED EDGE CONC. SLAB W/ #3 BARS @ 18" O.C. EA. WAY OVER 6" WASHED GRAVEL℄1/8"=1'-0"SLOPE2:12SLOPE4X4 TUBE STEEL COLUMN 2X4 T.S. PURLINS @ MAG 36" O.C. 4X6 T.S. BEAM 22 GA. 7.2 STRUCTURAL PANEL ROOF (COLOR BY ARCHITECT) ROOF PLAN PROVIDE WELDED END CAPS AT TOP OF SUPPORTS 2X4 T.S. FRAME 4X6 T.S. BEAM FILL AND WELD ENDS STEEL SLEEVES IN CONC TO ACCEPT CANE BOLTS 2"X2" TUBE FRAME 1-1/8" PLATE STEEL INFILL ON BACK (POWDER COAT TO MATCH INFILL PANELS 4X4X3/16" T.S. SUPPORT, SET IN 2" DIA. X 30" SONOTUBE PRIOR TO POURING SLAB WELD 180° HINGES TO DOOR/ SUPPORTS NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR PROVIDE WELDED END CAPS AT TOP OF SUPPORTS 2X4 T.S. FRAME 4X6 T.S. BEAM FILL AND WELD ENDS STEEL SLEEVES IN CONC TO ACCEPT CANE BOLTS 2"X2" TUBE FRAME 1-1/8" PLATE STEEL INFILL ON BACK (POWDER COAT TO MATCH INFILL PANELS 4X4X3/16" T.S. SUPPORT, SET IN 2" DIA. X 30" SONOTUBE PRIOR TO POURING SLAB WELD 180° HINGES TO DOOR/ SUPPORTS NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR SIDE ELEVATION 22 GA. 7.2 PANELS 2 12 2X4 T.S. SUPPORTS @ 36" O.C. FILL AND WELD ENDS 4X6 T.S. BEAM FILL AND WELD ENDS L2X2X3/16" ANGLE SUPPORTS OPTIONAL 2X3/16" FLAT BAR CORRUGATED METAL TO MATCH BUILDING METAL SIDING AND FINISH L2X2X3/16" ANGLE SUPPORTS 2X4 T.S. SUPPORTS @ 36" O.C. FILL AND WELD ENDS 4X6 T.S. BEAM FILL AND WELD ENDS L2X2X3/16" ANGLE SUPPORTS OPTIONAL 2X3/16" FLAT BAR CORRUGATED METAL TO MATCH BUILDING METAL SIDING AND FINISH L2X2X3/16" ANGLE SUPPORTS NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR SIDE ELEVATION NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR SIDE ELEVATION L2X2X3/16" ANGLE SUPPORTS TS 4"x4"x3/16" POST 24 ga. CORRUGATED METAL SIDING L2X2X3/16" ANGLE SUPPORTS EMBED POSTS 24" MIN. INTO SONO-TUBE 12" DIA x 30" SONO-TUBE PROVIDE WELDED CAPS AT TOP OF SUPPORTS 1'-0" 2'-0" MIN 4" 5'-8" 6'-0" VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C070-PVT MARKING DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jun/03/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA SITE DETAILS C070 CMS CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 2/12/2020CMS BOZEMAN Know what's below. before you dig.Call R ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL ACCESSIBLE PARKING SIGN DETAIL SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL