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HomeMy WebLinkAboutC400Details_042120216/9/2021 11:10 AM | L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C400.dwgC400CIVILDETAILSSCHLEGEL-WHITEDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PARCEL DISTRIBUTION FACILITY UPS BOZEMAN, MONTANASITE PLAN SUBMITTAL04.21.20212021R.O.W.PRIVATE1.0'2.0%6.5' BOULEVARD2.0%5.0' SIDEWALK9C400R.O.W. CURB & GUTTER DETAILS8C400DRIVEWAY APPROACH 6C400CITY SIDEWALK & BOULEVARD DETAILNOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED 0F ALL ORGANIC TOPSOIL, RE-COMPACTED AND PROOF-ROLLEDUSING A HEAVY PIECE OF CONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITS STABILITY. IF ANY SOFTSPOTS ARE OBSERVED, SUBEXCAVATE AND REPLACE WITH COMPACTED STRUCTURAL FILL.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 MINIMUM ¾-INCH WIDTH.FILL ALL EXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OF WATER INTO THE UNDERLYING SOILS.EXISTING CURB &GUTTER6" DEPTH TOPSOILNOTES:1.SEE CIVIL PLANS FOR FINISH & JOINTS.8"4"NOTES:1.SEE CIVIL PLANS FOR FINISH & JOINTS.14"6"NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED OF ALL ORGANICTOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECE OFCONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITSSTABILITY. IF ANY SOFT SPOTS ARE OBSERVED, AREAS SHALL BE SUB-EXCAVATEDAND REPLACED WITH COMPACTED STRUCTURAL FILL.ASPHALT PAVEMENT(2-2" LIFTS)PREP SUBGRADE PERPROJECT SPECIFICATIONS.9"4"NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED OF ALL ORGANICTOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECE OFCONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITSSTABILITY. IF ANY SOFT SPOTS ARE OBSERVED, AREAS SHALL BE SUB-EXCAVATED ANDREPLACED WITH COMPACTED STRUCTURAL FILL.1.5"-INCH MINUS CRUSHED(ROADMIX) GRAVEL PERMPWSS 02235.MIRIFI 180N OR EQUALGEOTEXTILE FABRIC.4"4"1C400CROSS SECTION: NOT TO SCALELIGHT DUTY ASPHALT PAVEMENT2C400CROSS SECTION: NOT TO SCALEHEAVY DUTY ASPHALT PAVEMENT3C400CROSS SECTION: NOT TO SCALELIGHT DUTY CONCRETE4C400CROSS SECTION: NOT TO SCALEHEAVY DUTY CONCRETE10C400UPS:CURB04LANDSCAPING CURB11C400UPS:CURB05ASPHALT EDGE CURB5C400UPS:PAVE10THICKENED EDGE EXTERIOR CONCRETE SLABASPHALTIC PAVING CONCRETE SLAB1'-0"1'-0"AGGREGATEBASE PERPAVEMENTDETAILASPHALT PAVEMENT(3-2" LIFTS)PREP SUBGRADE PERPROJECT SPECIFICATIONS.1.5"-INCH MINUS CRUSHED(ROADMIX) GRAVEL PERMPWSS 02235.MIRIFI 180N OR EQUALGEOTEXTILE FABRIC.CONCRETE PER PROJECTSPECIFICATIONS.PREP SUBGRADE PERPROJECT SPECIFICATIONS.1.5"-INCH MINUS CRUSHED(ROADMIX) GRAVEL PERMPWSS 02235.MIRIFI 180N OR EQUALGEOTEXTILE FABRIC.CONCRETE PER PROJECTSPECIFICATIONS.PREP SUBGRADE PERPROJECT SPECIFICATIONS.1.5"-INCH MINUS CRUSHED(ROADMIX) GRAVEL PERMPWSS 02235.MIRIFI 180N OR EQUALGEOTEXTILE FABRIC.PREP SUBGRADE PER PROJECT SPECIFICATIONS.4" GRAVEL BASE COURSE.4" DEPTH CONCRETE (6" DEPTH ATDRIVE APPROACH LOCATIONS.7C400UPS:CURB01FEEDER CURB AT STAGING PADNOTE:OPTION 1 POUR BUMPER BEFORE PAD AS MONOLITHIC POUR.OPTION 2 POUR BUMPER ON TOP OF PAD WITH DOWELS.DRAIN BYPASS NEEDED IN CURB ONLY IF SHEET DRAINING TO BACK SIDE OF CURB.BYPASS DRAINBASE MATERIAL PERPAVEMENT DETAILBASE MATERIAL PERPAVEMENT DETAIL13C400NOT TO SCALESPILL CURB & GUTTER12C400UPS:CURB03 (MOD)CATCH CURB & GUTTER1'-6"GUTTER SLOPED12" PER 1'-0"1'-6"GUTTER SLOPED12" PER 1'-0"1'-3/4"14C400LAYDOWN CURB & GUTTER9"1'-3"34"GUTTER SLOPED12" PER 1'-0"CL10'-0"75'-0" 5'-0"35'-0"CLCAR ALIGNMENT LINE 10'-0"2'-0"10'-0"4" LINE10'-0"10'-0"10'-0"30'-0" 65'-0" 5'-0" 5'-0"SOLID YELLOWSOLID YELLOW4" LINESTRIPING AT45 DEG.STRIPING AT45 DEG.STRIPING AT45 DEG.15C400UPS: PAVE04AMIRROR ADJUSTMENT STRIPINGDISTANCE VARIES. SEE PLAN#4 REBAR12" DEPTHBASE COURSESEE 4/C400(MATCH EXISTINGSTREET SECTION)