Site DetailsFile Location:g:\2021\121098\cad\_czc\210808 czc c200 materials plan 121098.dwgLast Plotted By:elaine zabriskieDate Plotted:Friday, August 20 2021 at 02:50 PM
CZCMeridian, Idaho 83642
1653 & 1761 S Meridian Road
Epic Shine Overland and Meridian
8.20.2021121098CZCC1.50Site DetailsRevisions1.Date of Issuance:Project No.:Project Milestone:----1CONSTRUCTIONNOT FOR6'10'-8"12'1'(TYP.)6'LATCHSTRUCTURAL 'B' DECK FULLY WELDED TO TUBEFRAME. PAINT TWO COATS, COLOR PER OWNER.STUCCO FINISH OVER CMU.COLOR PER OWNER.3-HEAVY DUTY HINGESPER GATECOMMERCIAL GRADE DROP BOLTWITH PADLOCK AND SLEEVEEMBEDDED IN CONCRETE5' x 5'-8" GATE(TYP. OF 2)6" Ø STEEL PIPE BOLLARD(TYP. OF 2)SLOPE 2%TRASHSLOPE 2%PRECAST CONCRETE CURB DOWELEDTO SLAB (TYP. OF 3)2" x 2" x 1/4" STEELTUBE FRAME TRASHENCLOSURE GATE4" x 3/8" x 5' STEEL PLATEWITH #4 BARS, HOOK ONEEND AT 12" O.C. WELDEDTO PLATEGROUT CELLS SOLID WITH(1) #5 BAR VERTICALLYSTRUCTURAL 'B' DECK FULLYWELDED TO TUBE FRAME.PAINT COLOR PER OWNER.3-HEAVY DUTY HINGES EQUALLYSPACED WITH GREASE FITTINGSSTUCCO FINISH OVER CMU.COLOR PER OWNER.TYPICAL HINGE DETAILNTSTYPICAL WALL SECTIONNTSSTUCCO, COLOR PER OWNERCONCRETE CAPBOND BEAM WITH (1) #5(1) #5 AT 4' O.C.8" SMOOTH-FACE CMUGROUT SOLIDSEALANT OVER 1/2" PERFORMEDEXPANSION JOINT FILLERPRECAST CONCRETE CURBDOWELED TO SLAB4" CONCRETE SLAB4" GRAVEL(2) #5 TOP AND BOTTOM1Trash Enclosure LayoutScale: NTS12"
6"6"1.HOOP RACK BY DERO.2.FINISH/COLOR TO BE STAINLESS STEEL3.SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS.4.INSTALLATION PER MANUFACTURER'S SPECIFICATIONS.NOTES:CORE DRILL 4" DIA. x 6" DEEP.FILL HOLES WITH HIGH STRENGTH 2PART EPOXY GROUT.4"CONCRETE FLATWORK PER PLANS3'4" DEPTH OF CRUSHEDAGGREGATE BASE COURSEPER ISPWC SECTION-8000Scale: NTSBike Rack 2LIGHT BROOM FINISHTOOLED SCORE JOINT1/2" RADIUS4" DEPTH CONCRETE4" DEPTH, 3/4" MINUS CRUSHEDAGGREGATE BASECOMPACTED SUB-GRADEEXPANSION JOINTBUILDING LINE, COLUMNS, CURBS CONC. FOOTING, ETC.SEALANT-POLYURETHANE SEALANT FS-TT-S-00227,TYPE II, NONSAG AND TYPE I-SELF LEVELING, CLASS A.NOTE:1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTHOF WALK, AS SHOWN ON DRAWINGS.3Standard Concrete FlatworkScale: NTSSLOPESLOPEEXPANSION JOINT (BOTH SIDES)4"TRENCH DRAIN WITH INTERLOCKING SLOPEDCHANNELS AND A.D.A. COMPLIANT DUCTILE IRONGRATE (ABT POLYDRAIN, GRATE #2505 OR APPROVEDEQUAL)4" VERTICAL OUTLET (AT TRENCH LOWPOINT) WERE SHOWN ON PLANS2% MIN.RIM ELEV: SEE PLANSASPHALT PAVING ANDBASE SECTION.RE.: LAYOUT PLANSBEND AS REQUIRED,TAP INTO TOP HALFOF PIPE4" TEE-ROTATED 45°FROM HORIZONTAL.6" STORM DRAIN PIPEPER DRAINAGE PLANS℄ OF PIPE4" OF TYPE 1 BEDDING PER ISPWC SECTION305SET IN 4 INCHES OF CONCRETE PERMANUFACTURERS RECOMMENDATIONS4"4"CONCRETE FLATWORKAND BASE SECTION.RE.: LAYOUT PLANS5Trench Drain Cross SectionScale: NTS