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HomeMy WebLinkAbout081.14 C701_SiteDetails28" 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 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 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) COMPACTED SUBGRADE SLOPE PER PLAN 5'-0"VARIES 5'-0" RA M P S L O P E 12( H ) : 1 ( V ) M A X * COLOR AS APPROVED BY OWNER * NOTES: 1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH. 2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR. 3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN FIVE FEET (5') FROM THE FLOWLINE. 4.DETECTABLE WARNING SURFACES MUST BE CAST IRON OR DUCTILE IRON FOR RAMPS WITHIN PUBLIC RIGHT-OF-WAY AND THAT ARE MAINTAINED BY THE CITY PER THE CITY OF BELGRADE MODIFICATIONS TO MPWSS SECTION 02529.3.11.B 5. RAMP AND CURB MAY BE POURED MONOLITHICALLY. 6. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM. 7. RAMP AND SIDEWALK WIDTHS MAY VARY. REFER TO PLAN SHEETS TO VERIFY DIMENSIONS. SIDEWALK INSTALLED PER DETAIL 5 ON THIS SHEET 6" (MIN) THICK CONCRETE OVER 3" (MIN) THICKNESS OF 1-1/2" MINUS WASHED ROCK DOWEL (TYP) TRUNCATED DOME PANEL - FULL WIDTH OF RAMP NO LIP TOP-BACK OF CURB FACE OF CURB CURB FLOWLINE EDGE OF ASPHALT PER PLAN (2'-0" TYP.) PER PLAN (2'-0" TYP.) 3" 1'-0" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (3"). 3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2"). 4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 5.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT. 6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH OF 3" MINUS CRUSHED SUB-BASE COURSE ASPHALT CONCRETE PAVEMENT NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6"MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE NOTES: 1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS., 1996 ED.) 2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 34" AND MINIMUM WIDTH OF 18". 3.12" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 4.CONCRETE SHALL BE CLASS M-4000. 5.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED) FOR CURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. 4" (MIN) 1'-0" 6" (MIN) 6" (MIN) 6" (MIN) 4" R 3" R 1/2" PER 1' SLOPE 2" 9" 0.502' 2'-0" TOPSOIL COMPACTED BACKFILL SUB-BASE COURSE AS REQUIRED CRUSHED GRAVEL BASE - 3" MIN FINISHED ASPHALT SURFACE TO BE FLUSH WITH GUTTER LIP LAYDOWN CURB NOTES: 9" COMPACTED SUBGRADE 4" (MIN) 1'-0" 6" (MIN) 9" 2" 2'-0" 4.5"5.4" [0.45'] 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE TOPSOIL COMPACTED BACKFILL SUB-BASE COURSE AS REQUIRED CRUSHED GRAVEL BASE - 3" MIN. FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIPLAYDOWN CURB 9"712" COMPACTED SUBGRADE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C700 DETAILS.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2022 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 THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA SITE DETAILS 6475.005 34 C701 CAB LH MEE 07/2022 SITE PLAN SUBMITTAL - REV 307/2022NOT TO SCALE CURB AND GUTTER DETAILS STANDARD CATCH CURB & GUTTER STANDARD SPILL CURB & GUTTER SCALE: 1/2" = 1'-0" STANDARD DUTY BITUMINOUS PAVEMENT DETAIL (PARKING LOTS) 11x17 SCALE: 1/4" = 1'-0" NOT TO SCALE TYPICAL CONCRETE SIDEWALK SCALE: 1/4" = 1'-0" TYPICAL PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE 11x17 SCALE: 1/8" = 1'-0" SCALE: 1/2" = 1'-0" ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL 11x17 SCALE: 1/4" = 1'-0" SCALE: 1" = 1'-0" ACCESSIBLE PARKING SIGN DETAIL 11x17 SCALE: 1/2" = 1'-0" SCALE: 1" = 1'-0" SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL 11x17 SCALE: 1/2" = 1'-0"  NOT TO SCALE 10' SHARED USE PATH DETAIL NOT TO SCALE CONCRETE CROSSWALK DETAIL - PARKING LOTS ONLY 1' BORDER 6' SCORE JOINTS 3' X 3' GRID (TYP.) CURB AND GUTTER PER PLAN 8'