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HomeMy WebLinkAbout011 - C701 Site Details3" 8" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE NOTES: 1.FOR ADDITIONAL SECTION DETAIL SEE ADDENDUM TO THE GEOTECHNICAL INVESTIGATION REPORT JANUARY 18,2023 BY RAWHIDE ENGINEERING AND PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT SOUTH 40 SUBDIVISION REPORT OCTOBER 21, 2022 2.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. 3.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (3"). 4.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"). 5.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 6.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. 7.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 3"(MIN) 3/4" MINUS CRUSHED LEVELING COURSE MATERIAL NOTES: 1.SEE PRELIMINARY GEOTECHNICAL INVESTGATION REPORT SOUTH 40 SUBDIVISION OCTOVER 21, 2022 FOR ADDITIONAL DETAIL. 2.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK. 3.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. 4.FINISH CONCRETE WITH LIGHT BROOM FINISH. 2% MAX CROSS SLOPE COMPACTED SUBGRADE 4" (MIN) 1'-0"6" (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 COMPACTED BACKFILL COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB 4" (MIN) 1'-0"6" (MIN) 6" (MIN) 6" (MIN) 6" (MIN) 4" R 1/2" PER 1' SLOPE 2" 9" 612" [0.53']7" [0.58'] 2'-0" TOPSOIL COMPACTED BACKFILL COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE FLUSH WITH GUTTER LIP LAYDOWN CURB 3" R 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 NOT MORE 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. 5'-0"VARIES 5'-0" 1'-0" 1'-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.RAMP AND CURB MAY BE POURED MONOLITHICALLY. 5.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM. SIDEWALK INSTALLED PER DETAIL 4 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 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.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM. 6" (MIN) THICK CONCRETE OVER 3" (MIN) THICKNESS OF 1-1/2" MINUS WASHED ROCK DOWEL (TYP) NO LIP TOP-BACK OF CURB FACE OF CURB CURB FLOWLINEEDGE OF ASPHALT 5'-0" 5'-0" 8'-0" 6'-0" 5'-3" 6" RA M P S L O P E 12( H ) : 1 ( V ) M A X RAMP S L O P E 12(H) : 1 ( V ) M A X LANDI N G S L O P E 2.00% M A X 5" 6" 9" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE CONCRETE PAVEMENT NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6"MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE MINIMUM DEPTH OF 6" MINUS PIT RUN GRAVEL 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) 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" 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 9' PARKING STRIPE4" WIDE YELLOW 9'9' 20' ACCESSIBLE STALLACCESSIBLE SIGN @ EACH SEE SYMBOLPAINTING DETAIL THIS SHEET VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\ACAD\SHEETS\C701 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 Jul/14/2023 SRX CLUB HOUSE BOZEMAN MONTANA SITE DETAILS 5659.019 10 C701 CMS CMS JAU 07/14/2023 R Know what's below. before you dig.CallKnow what's below. before you dig.Call R 1 CURB AND GUTTER DETAILS CITY OF BOZEMAN STANDARD DRAWING NO. 02528-1 STANDARD CATCH CURB & GUTTER STANDARD SPILL CURB & GUTTER 3 CONCRETE SIDEWALK DETAIL NOT TO SCALE 4 STANDARD DUTY BITUMINOUS PAVEMENT DETAIL NOT TO SCALE 2 PEDESTRIAN CROSSING CROSSWALK NOT TO SCALE 5 ACCESSIBLE PARKING PEDESTRIAN RAMP DETAIL NOT TO SCALE 6 PEDESTRIAN RAMP DETAIL-BOULEVARD STYLE NOT TO SCALE CONTROL JOINTS AT 10' OC INSTALL #4 BAR ON A 2' X 2' GRID SCALE: 1" = 1'-0" 8 ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL SCALE: 1/2" = 1'-0" 9 SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL SCALE: 1" = 1'-0" 7 ACCESSIBLE PARKING SIGN DETAIL SCALE: 1" = 1'-0" 10 ACCESSIBLE PARKING DETAIL NOT TO SCALE No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER