HomeMy WebLinkAbout12 C400E CIVIL DETAILS SITE PLAN PACKAGE 'E'ABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONPROJECT:OWNER:PROJECT ADDRESS:OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718OXBOW APARTMENTSPHASE IIOXBOW LAND HOLDING LLC3112 LOS FELIZ BOULEVARDBOISE, ID 847032023075®REVISIONSA10.18.2024FORMAL SITE DEVELOPMENTREVIEWMARKDATEDESCRIPTIONC400ECIVIL DETAILSSITE PLAN PACKAGE 'E'1C400EASPHALT PAVEMENTASPHALT PERGEOTECHNICALRECOMMENDATIONSPREP SUBGRADE PERGEOTECHNICALRECOMMENDATIONS.6"3"BASE COURSE PERGEOTECHNICALRECOMMENDATIONSMIRAFI 600X OR EQUAL.SUBBASE COURSE PERGEOTECHNICALRECOMMENDATIONS12"NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED 0F ALLORGANIC TOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECEOF CONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINEITS STABILITY. IF ANY SOFT SPOTS ARE OBSERVED, REFER TO THE GEOTECHNICALREPORT 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 MOISTURE*REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS' UNLESS DIRECTEDOTHERWISE BY OWNER.2C400ELIGHT DUTY CONCRETE4,000 PSI CONCRETE PERGEOTECHNICALRECOMMENDATIONSPREP SUBGRADE PERGEOTECHNICALRECOMMENDATIONS.4"4"CLEAN CRUSHED BASECOURSE PER GEOTECHNICALRECOMMENDATIONSGRANULAR STRUCTURALFILL PER GEOTECHNICALRECOMMENDATIONS12"NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED 0F ALL ORGANICTOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECE OF CONSTRUCTIONEQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITS STABILITY. IF ANY SOFTSPOTS ARE OBSERVED, REFER TO THE GEOTECHNICAL REPORT FOR FURTHERREQUIREMENTS.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 MAXIMUMWIDTH OF ¼ INCH, AND BE CUT AT LEAST ONE-QUARTER OF THE THICKNESS OF THECONCRETE.5.INSTALL EXPANSION JOINTS BETWEEN SLABS NO MORE THAN 40 FEET APART AND AT THESIDEWALK/DRIVEWAY AND SIDEWALK/DOORWAY ENTRY INTERFACES. AT EACH OF THESELOCATIONS, EXPANSION JOINTS SHOULD HAVE A MINIMUM ¾-INCH WIDTH. FILL ALLEXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OFWATER INTO THE UNDERLYING SOILS.6.REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS' UNLESS DIRECTEDOTHERWISE BY OWNER.3C400EHEAVY DUTY CONCRETE4,000 PSI CONCRETE PERGEOTECHNICALRECOMMENDATIONSPREP SUBGRADE PERGEOTECHNICALRECOMMENDATIONS.6"6"GRANULAR STRUCTURALFILL PER GEOTECHNICALRECOMMENDATIONS6"NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED 0F ALL ORGANICTOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECE OF CONSTRUCTIONEQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITS STABILITY. IF ANY SOFTSPOTS ARE OBSERVED, REFER TO THE GEOTECHNICAL REPORT FOR FURTHERREQUIREMENTS.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 MAXIMUMWIDTH OF ¼ INCH, AND BE CUT AT LEAST ONE-QUARTER OF THE THICKNESS OF THECONCRETE.5.INSTALL EXPANSION JOINTS BETWEEN SLABS NO MORE THAN 40 FEET APART AND AT THESIDEWALK/DRIVEWAY AND SIDEWALK/DOORWAY ENTRY INTERFACES. AT EACH OF THESELOCATIONS, EXPANSION JOINTS SHOULD HAVE A MINIMUM ¾-INCH WIDTH. FILL ALLEXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OFWATER INTO THE UNDERLYING SOILS.6.REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS' UNLESS DIRECTEDOTHERWISE BY OWNER.BASE COURSE PERGEOTECHNICALRECOMMENDATIONSMIRAFI 600X OR EQUAL.TRUNCATED DOMESCAST IN PLACEPANELFULL HEIGHTCURB BEYOND4" CONCRETE SIDEWALK,SEE DETAIL 2/C400E.VARIES,SEE PLAN6'0"CURB & GUTTERSEE DETAIL 6/C400E.DROP CURB FORPEDESTRIAN RAMP,SEE DETAIL 6/C400E.8% MAX SLOPENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)LANDING AREA1.50'1.50'3.0' MIN4C400ESIDEWALK RAMP6C400ECURB & GUTTER DETAILS5C400ESNOW CURB & GUTTER7C400EDRIVEWAY APPROACH #4 @ 16" O.C.EACH WAY-OR- WWF 4X4 W4.0/W4.03"1"FINISHED STREETSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPCONTRACTORWILL BACKFILLWITH DIRTCRUSHEDBASE - 6"MIN.24"6"MIN.R8"R12"11"4"6"MIN.1"10"NOTE: 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 CURB5.006.006.008C400EPARALLEL PEDESTRIAN RAMP