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ASPHALT1½" MINUS CRUSHED BASE COURSEPIT-RUN GRAVELTYPE 1 (LIGHT DUTY) ASPHALT SECTION (TOTAL SECTION THICKNESS = 21")·3" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE·6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95%RELATIVE COMPACTION·12" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.·IF SILT/CLAY SUBGRADE, PLACE WOVEN GEOTEXTILE (MIRAFI 600X ORAPPROVED EQUAL) ON COMPACTED SUBGRADE.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.TYPE 2 (MEDIUM DUTY) ASPHALT SECTION (TOTAL SECTION THICKNESS = 24")·3" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE (TWO LIFTS)·6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95%RELATIVE COMPACTION PER AASHTO T-99·15" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.·IF SILT/CLAY SUBGRADE, PLACE WOVEN GEOTEXTILE (MIRAFI 600X ORAPPROVED EQUAL) ON COMPACTED SUBGRADE.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.TYPE 3 (HEAVY DUTY) ASPHALT SECTION (TOTAL SECTION THICKNESS = 27")·3" ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE (TWO LIFTS)·6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95%RELATIVE COMPACTION·18" OF 6" MINUS SUB-BASE COURSE COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.·IF SILT/CLAY SUBGRADE, PLACE WOVEN GEOTEXTILE (MIRAFI 600X ORAPPROVED EQUAL) ON COMPACTED SUBGRADE.·SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVECOMPACTION PER AASHTO T-99.FOR AREAS WITH SILT/CLAY OR DIRTYGRAVEL SUBGRADE: INSTALL 315 LB.WOVEN GEOTEXTILE FABRIC, MIRAFI 600XOR APPROVED EQUAL, AS DIRECTED BYENGINEER.NOTES:1.THERE ARE TWO OPTIONS FOR SUB-BASE COURSE MATERIAL:A.FULL THICKNESS OF 6"-MINUS, IMPORTED SUB-BASE COURSE MATERIALPER MPWSS.B.A MIXTURE OF 75% MAX. (BY VOLUME) ON-SITE ASPHALT MILLINGS/BASEGRAVEL MIXTURE, AND 25% MIN. IMPORTED SUB-BASE COURSE PERMPWSS, BUT SCREENED TO A 3"-MINUS MATERIAL. THE ON-SITE ANDIMPORTED MATERIALS SHALL BE THOROUGHLY MIXED AND BLENDED TOA HOMOGENEOUS MIXTURE.2.FOR ADDITIONAL REQUIREMENTS, SEE GEOTECHNICAL REPORT, LAW& JUSTICE CENTER, FEBRUARY 2016 BY ALLIED ENGINEERING SERVICES, INC.LEGENDC-110DEMOLITION AND PAVINGDETAILSProject Number:Drawn By:Reviewed By:Approved By:2200.049CJFMGHMGHGALLATIN COUNTYCOURTS615 SOUTH 16TH AVENUE,BOZEMAN, MONTANA, 597152200.049IssueDate08 JULY 2022CONSTRUCTION DOCUMENTSGALLATIN COUNTYGallatin County Commission311 West Main StreetBozeman, MT, 59715Telephone: 406-582-2300ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020ArchitectAndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448Associate ArchitectMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Civil EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Structural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Mechanical EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Plumbing EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Electrical Engineer11/9/2021 1:30:52 PM
engineers surveyors planners scientistsMorrisonMaierleDesign 5 Landscape Architecture111 North Tracy AvenueBozeman, MT 59715T: 406-587-4873Landscape Architect02 AUGUST 2022ADD-02Morrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Fire Protection EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721Technology Engineer26 OCTOBER 2022ADD-03DETENTION CENTER(TO REMAIN)LAW AND JUSTICE BUILDING(PHASE 2 DEMOLITION)SAW CUTASPHALT REMOVALCONCRETE REMOVALPROPERTY BOUNDRYEXISITNG CONCRETEPHASE BOUNDRYUTILITY TO BE REMOVED12" MIN. SUB-BASE COURSE*COMPACTED SUBGRADE3" RIGID INSULATIONRADIANT HEAT TUBING(SEE MECHANICAL PLANS)6" MIN. BASE COURSEVARIESM-4000 CONCRETE PERMPWSS, 6" THICK#4 BARS A@ 12" O.C.EACH WAY* EITHER OF THE TWO SUB-BASE OPTIONSSPECIFIED IN DETAIL 2 MAY BE USED.KEY NOTESREMOVE AND SALVAGE LIGHT POLE - SEE SITE ELECTRICAL PLANSPROTECT LIGHT POLE IN PLACE - SEE SITE ELECTRICAL PLANSFOR EXISTING UTILITIES ENCOUNTERED DURING EXCAVATION THATARE TO BE ABANDONED IN PLACE, CUT AND CAP OR PLUG PIPE PERSHEET C-002 (SITE DEMOLITION PLAN).PROVIDE UNINTERRUPTED UTILITY SERVICES TO THE COURTS ANNEXBUILDING AND THE LAW & JUSTICE BUILDING UNTIL THE BUILDINGS ARENO LONGER IN USE AND HAVE BEEN PREPARED FOR DEMOLITION.INSTALL TEMPORARY REPLACEMENT SERVICES AS NEEDED.213212REMOVE HVAC EQUIPMENTAND CONCRETE SLABREMOVE TREEPROTECT TREESREMOVE TREESREMOVE TREESREMOVE TREEREMOVE TREE3333PROTECT EXISTING ISLAND, CURB & GUTTER ANDASSOCIATED UTILITIES DURING ASPHALT REMOVAL.COURTS ANNEXSEWER SERVICE44COURTS ANNEXWATER SERVICE44COURTS ANNEXBUILDING(PHASE 1DEMOLITION)4LAW & JUSTICE WATERAND SEWER SERVICESSAW CUT THROUGH CURB & GUTTERSAW CUT THROUGH CURB & GUTTERADD-03ADD-03