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HomeMy WebLinkAbout012 C602 Details - Site3" 8" 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 SIX INCHES (6"). 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 6" MINUS PIT-RUN GRAVEL 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 4"(MIN) CLASS M-4000 CONCRETE 6"(MIN) GRANULAR STRUCTURAL FILL NOTES: 1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK. 2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. 3.FINISH CONCRETE WITH LIGHT BROOM FINISH. 2% MAX CROSS SLOPE COMPACTED SUBGRADE 7" 10" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE NOTES: CONCRETE PAVEMENT NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 4"MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE MINIMUM DEPTH OF 6" MINUS PIT RUN GRAVEL PER PLAN 1'-0"9" (MIN) 6" (MIN) 9" 214" 2'-0" 412" [0.38']512" [0.45] 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE TOPSOIL OR PAVEMENT AS NOTED ON PLAN COMPACTED BACKFILL/BASE MATERIAL PER PLAN COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB 6" (MIN)6" (MIN) 6" (MIN) 4" R 3" R 1/2" PER 1' SLOPE 2" 9" 612" [0.53']7" [0.58'] 2'-0" COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE FLUSH WITH GUTTER LIP PER PLAN 1'-0" 6" (MIN) TOPSOIL OR PAVEMENT AS NOTED ON PLAN COMPACTED BACKFILL/BASE MATERIAL PER PLAN LAYDOWN CURB 3.46'3.46'6.92'13.85'13.85'2.60'3.44'6.87'13.85'4.30'4.20'0.12'Catch Ped RampCatch Curb 3.44'3.62'13.85'1.05'Spill Ped Ramp Spill Curb NOTES: 1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 5.CONCRETE SHALL BE CLASS M-4000. 6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT. 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) 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) RESERVEDPARKING VANACCESSIBLE$100 FINEPERMIT REQUIRED RESERVEDPARKING $100 FINEPERMIT REQUIRED 7'-0" 1" 18" 6" 12" 1"6" 1"6" STANDARD ACCESSIBLE PARKING SPACE SIGN ASSEMBLY VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY 18" 12" $100 FINEPERMIT REQUIRED 1.5" 0.5"1" 1.5" 1.5" 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" R7-8NA (NO ARROW) 12" x 18" "$100 FINE" PLAQUE 12" x 6" R7-8A 12" x 6" "$100 FINE" PLAQUE 12" x 6" 2" SQUARE PERFORATED GRADE 50 STEEL POST FINISHED GROUND SURFACE WHITE BACKGROUND SIGN BLANK & BORDER SAME AS R7-8A 1.5" GREEN SERIES D LETTERS 1" GREEN SERIES D LETTERS SIGN POST FOUNDATION PER DETAIL 4 THIS SHEET NATIVE GROUND 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 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 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2025COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10554\001 - 3100 W HUFFINE\ACAD\SHEETS\C600 SITE DETAILS.DWGREVISIONS 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 PLOTTED BY:CELINE SAUCIER ON Aug/27/2025 VELOCITY CAR WASH BOZEMAN MONTANA DETAILS - SITE 10554.001 11 C602 CMS CMS MEE 1 CONR SUBMITTAL 06/28/24JAZ JAZ 4 CURB AND GUTTER DETAILS NOT TO SCALE 3 CONCRETE SIDEWALK DETAIL NOT TO SCALE 1 STANDARD DUTY BITUMINOUS PAVEMENT DETAIL NOT TO SCALE 2 PEDESTRIAN CROSSING CROSSWALK NOT TO SCALE CONTROL JOINTS AT 10' OC INSTALL #4 REBAR ON A 12" X 12" GRID No. 49499 CELINE M PR O FESSIONAL E N G INEERM O N TANA LICENSE D SAUCIER 7 ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE 5 ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL NOT TO SCALE 6 SINGE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL NOT TO SCALE