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HomeMy WebLinkAboutSite A _ C700 Site Details4'-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 RESERVEDPARKING $100 FINEPERMIT REQUIRED6" 1" 6" 1" 18" 12" BASE ASPHALT 1½" MINUS CRUSHED GRAVEL PIT-RUN GRAVEL LIGHT DUTY ASPHALT SECTION 3" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE 4" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95% RELATIVE COMPACTION 8" OF 6" MINUS PIT-RUN GRAVEL COMPACTED TO 95% RELATIVE COMPACTION (COMPACTION BASED UPON AASHTO T-99) SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99) HEAVY DUTY ASPHALT SECTION 4" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE 4" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95% RELATIVE COMPACTION 10" OF 6" MINUS PIT-RUN GRAVEL COMPACTED TO 95% RELATIVE COMPACTION (COMPACTION BASED UPON AASHTO T-99) SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99) FABRIC, CONTECH C-200MARAFI 500X OR APPROVED EQUAL, AS DIRECTED BY ENGINEER 9' PARKING STRIPE4" WIDE YELLOW 9'9' 20' ACCESSIBLE STALLACCESSIBLE SIGN @ EACH SEE SYMBOL PAINTING DETAIL THIS SHEET 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 COMPACTED SUBGRADE SLOPE PER PLAN COMPACTED SUBGRADE SLOPE PER PLAN GROUND LEVEL SURFACEFLANGEMOUNT WALL WALL GROUND LEVEL VANACCESSIBLE RESERVED PARKING $100 FINEPERMIT REQUIRED VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY $100 FINE PERMIT 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 DLETTERS 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) OLD LONDON MERMAID GRANITE STAMP PATTERN 0.5' BORDER 0.5' BORDER 6' 5' CONCRETE COLOR IS ASH WHITE, ACCENTED WITH PLATINUM GREY AND ANTIQUED W/ SMOKE BEIGE BORDERS SHALL HAVE TROWELED EDGES, USE MORE RELEASE AGENT TO CREATE A VISUAL CONTRAST AND HAVE A BROOM FINISH CROSSWALK TO BE SEALED W/ 25% CURE SEALER SIDEWALK SIDEWALK NOTE: CROSSWALK TO BE FLUSH WITH ADJACENT ASPHALT GRADES. ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL ACCESSIBLE PARKING SIGN DETAIL SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL © 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2021 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\Site Plans\Building-A\Everhome\Sheets\3638.009 C700 Site Details.dwg Plotted by cody bender on Aug/11/2021 engineerssurveyorsplannersscientistsengineerssurveyorsplannersscientists 3638.009 12 C700 BOZEMAN MONTANA CMS JAU JAU 08/2021 EVERHOME HOTEL SITE DETAILS SITE "A" BOZEMAN GATEWAY PUD