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HomeMy WebLinkAbout015 - C400 - CIVIL DETAILS©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |URSUS MAJOR BOZEMAN, MT 2026SITE PLAN03.06.2026URSUS_MAJ3/6/2026 6:09 PM | L:\URSUS_MAJ\BIMCAD\Civil\Sheets\URSUS_MAJ_C400.dwgC400CIVIL DETAILSSCHLEGEL-PLANT MIX ASPHALTCEMENT SURFACEPREPARED SUBGRADE3"9"NON-WOVEN GEOTEXTILESEPARATION FABRIC (MIRAFI 180NOR APPROVED EQUAL)CRUSHED BASE COURSECRUSHED SUB-BASE COURSE6"1C400LIGHT DUTY ASPHALT PAVEMENTPLANT MIX ASPHALT CEMENTSURFACE (2-2" LIFTS)PREPARED SUBGRADE4"9"NON-WOVEN GEOTEXTILESEPARATION FABRIC (MIRAFI 180NOR APPROVED EQUAL)CRUSHED BASE COURSE2C400HEAVY DUTY ASPHALT PAVEMENTCONCRETEPREPARED SUBGRADE4"CRUSHED BASE COURSE6"3C400LIGHT DUTY CONCRETECONCRETEPREPARED SUBGRADE7"CRUSHED BASE COURSE6"4C400HEAVY DUTY CONCRETENON-WOVEN GEOTEXTILESEPARATION FABRIC (MIRAFI180N OR APPROVED EQUAL)PREPARED SUBGRADE7"CRUSHED BASE COURSE6"5C400REINFORCED CONCRETENON-WOVEN GEOTEXTILESEPARATION FABRIC (MIRAFI180N OR APPROVED EQUAL)TRUNCATED DOMESCAST IN PLACEPANELFULL HEIGHTCURB BEYOND4" CONCRETE SIDEWALK,SEE DETAILVARIES,SEE PLAN6'0"CURB & GUTTER.DROP CURB FORPEDESTRIAN RAMP.8% MAX SLOPENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)LANDING AREA1.50'1.50'3.0' MIN7C400SIDEWALK RAMPNOTE: FLARES ADJACENT TOLANDSCAPING TO BE SLOPED AT 0.5':1.5'.FLARES ADJACENT TO SIDEWALK TO BESLOPED AT MAX 8%.8.3%8.3%2% MAX.FRONT VIEWLANDINGLANDINGTRUNCATED DOMENOTES:1. A.D.A. RAMPS PER MPWSS. TRUNCATED DOMES WARNING PANELS SHALL BECAST-IN-TACT, EZ SET "ELITE PANEL" OR APPROVED EQUAL.2. STRIPE, SYMBOL, AND SIGN HANDICAP SPACES PER A.D.A. CODES.3. LANDING AREA SHALL HAVE NO SLOPES GREATER THAN 1/48 (APPROX. 2%).4. USE RETAINING CURB WHERE SIDE OF RAMP IS ADJACENT TO GRASS ORNON-PEDESTRIAN SURFACE.MAXMAXRETAINING CURB5.006.006.008C400PARALLEL PEDESTRIAN RAMPNOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED 0F ALL ORGANIC TOPSOIL, RE-COMPACTED ANDPROOF-ROLLED USING A HEAVY PIECE OF CONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITSSTABILITY. IF ANY SOFT SPOTS ARE OBSERVED, REFER TO THE GEOTECHNICAL REPORT FOR FURTHER REQUIREMENTS.2.LIFTS OF GRAVEL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 12" THICK*.3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE4.CONTRACTION JOINTS SHOULD BE SPACED A MAXIMUM OF 8 FEET, HAVE A MAXIMUM WIDTH OF ¼ INCH, AND BE CUT AT LEASTONE-QUARTER OF THE THICKNESS OF THE CONCRETE.5.INSTALL EXPANSION JOINTS BETWEEN SLABS NO MORE THAN 40 FEET APART AND AT THE SIDEWALK/DRIVEWAY ANDSIDEWALK/DOORWAY ENTRY INTERFACES. AT EACH OF THESE LOCATIONS, EXPANSION JOINTS SHOULD HAVE A MINIMUM¾-INCH WIDTH. FILL ALL EXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OF WATER INTO THEUNDERLYING SOILS.R.O.W.PRIVATE1.0'2.0%6.5' BOULEVARD2.0%5.0' SIDEWALK3" MINUS GRAVEL BASEEXISTING CURB &GUTTER6" DEPTH TOPSOILPREP SUBGRADE PER GEOTECHNICALRECOMMENDATIONS.4" THICK STANDARD.6" THICK AT DRIVEWAYCROSSINGS.M-4,000 CONCRETEEXPANSION JOINT(LOCATED 30' MAX AND WHERE PAVING AGAINST ANY EXISTINGSIDEWALK AND/OR PAVEMENT)T T/3 1/2" PREFORMED EXPANSIONJOINT MATERIALT = PAVEMENT THICKNESST T/3 T = PAVEMENT THICKNESST T/3 T = PAVEMENT THICKNESSCONSTRUCTION JOINTCONTRACTION JOINT1/2" EXPANSION JOINTWITH ROUND EDGESPOURED JOINT SEALANTRECESSED 1/8" TO 1/4"BELOW TOP OF PAVEMENTBACKER ROD TO FITSNUG IN JOINTCONTRACTION JOINT(MAX. 6' BETWEEN CONTRACTION JOINTS IN SIDEWALK)(MAX. 10' BETWEEN CONTRACTION JOINTS IN CONC. PAVEMENT)CONSTRUCTION JOINT1/2" VERT. HAND TOOLED CUTPOURED JOINT SEALANTRECESSED 1/8" TO 1/4"BELOW TOP OF PAVEMENTBACKER ROD TO FITSNUG IN JOINT1/8" VERT. HAND TOOLEDJOINT WITH ROUND EDGES(OR SAWCUT PER SPECIFICATIONS)NOTE:1.ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH.2.CONTRACTOR TO PROVIDE A CONSTRUCTION JOINT WHERECONCRETE PAVEMENT MEETS CURB AND GUTTER. (DOWELING NOT REQUIRED AT CURB AND GUTTER)3.PROVIDE EXPANSION JOINT FILLER AT BUILDING PERSPECIFICATIONS.DOWEL TO BUILDING ONLY PERSTRUCTURAL DRAWINGS#6X18" @ 12" OC ORAPPROVED EQUALDOWELING SYSTEM#6X18" @ 12" OC ORAPPROVED EQUALDOWELING SYSTEMPOURED JOINT SEALANTRECESSED 1/8" TO 1/4"BELOW TOP OF PAVEMENT10C400CONCRETE JOINTS6C400CITY SIDEWALK9C400VALLEY GUTTERCONCRETESIDEWALKNOTE:SLOPE TRENCH DRAINSTO 0.4% MIN.11C400TRENCH DRAINCONCRETESIDEWALKLANDSCAPENEENAH FOUNDRY COMPANYTYPE P 12" SOLID COVERNEENAH FOUNDRYCOMPANY R-4990AXTRENCH FRAMENEENAH FOUNDRYCOMPANY TYPE PSOLID COVERDOUBLECLUBCONCRETECHANNELCONCRETECHANNELINTERNALROOF LEADERSEE PLUMBINGPLANS.SWALE4000 PSI CONCRETEJOINTING TO BE PER MWPSSREINFORCE WITH #4 BARS @12" ON CENTER EACH WAY