HomeMy WebLinkAbout02-C5.0-DETAILSW W WSTORAGERE: KITCHENFOR SHELVINGIN THIS AREADETAILSSITE PLAN REVIEW11/10/25Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERWHODRAWN BYNO.DATEDESCRIPTIONBRIDGER POINTREVISION SCHEDULEA046651234BCDEABCDE1234FSR#CHICK-FIL-A
3204 N 19TH AVE
BOZEMAN, MT 59718 Chick-fil-A5200 Buffington RoadAtlanta, Georgia 30349-299822282BUILDING TYPE / SIZE:RELEASE:Dial 811Callbefore you dig.below.Know what'sCHICK-FIL-A BOZEMANC5.0EXTEND BASE 6" BEYOND FORAPPLICATIONS WITHOUT CURB &GUTTER, SIDEWALKS, BUILDINGSOR OTHER STRUCTURES.3" THICK ASPHALTICCONCRETE SURFACE COURSESEE NOTE 26" THICK CRUSHEDAGGREGATE BASECOURSEIF PRESENT ON-SITE, UNSUITABLE SUBGRADEMATERIAL SHALL BE REPLACED WITH SUITABLEMATERIAL AS SPECIFIED IN THE GEOTECHNICALREPORT.NOTE:1.SECTION SHOWN FOR REFERENCE ONLY. GENERALCONTRACTOR SHALL REFERENCE SITE SPECIFICGEOTECHNICAL REPORT LISTED ON PLAN SET COVER FORPAVEMENT, AGGREGATE, AND SUBGRADE SECTIONREQUIREMENTS.2.MINIMUM PAVEMENT THICKNESS SHOULD BE 3" ASPHALT.SUBBASE SEE NOTE #1TYPICAL HMAC PAVEMENT SECTIONNOT TO SCALE1C5.02C5.0CONCRETE PAVEMENT DRIVE-THRU LANENOT TO SCALE5"
2"XXXX6" CRUSHED AGGREGATE BASESEE NOTE #1.#3 BARS - 18" O.C.E.W.4000 PSI COMPRESSIVESTRENGTH CONCRETEMIX PER SPECIFICATION.12" COMPACTED SUBGRADESEE NOTES.NOTES:1. SECTION FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT LISTED ON PLAN SET COVER SHEET FOR PAVEMENT SECTION REQUIREMENTS.2. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS.3. CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO POUR.3C5.0BARRIER CURBNOT TO SCALE5C5.018" STEP-OFF CURBNOT TO SCALE6"12"2.5"12" EXPANSIONJOINT PER DETAILTHIS SHEET#3 REBAR @ 18" O.C. (VERT)& #3 REBAR @ 18" O.C.(HORIZ) C0NTINUOUS LOCATEALL BARS MIN. OF 2-1/2"CLEAR FROM FACE OFCONCRETE6C5.0TRASH ENCLOSURE AND STORAGE AREANOT TO SCALEREFUSE ENCLOSURE PLAN NOTES:1. SEE SITE PLAN FOR LAYOUT OF CONC.LOADING PAD.2. SEE GRADING PLAN FOR ELEVATIONS ONDUMPSTER PAD & DRAINAGE OF INTERIORTRASH ENCLOSURE.3. PROVIDE POSITIVE DRAINAGE ONAPPROACH PAD AWAY FROM DUMPSTER.4. SEE ARCHITECTURAL PLANS FORADDITIONAL DETAILS ON ENCLOSURE;COORDINATE & VERIFY SIZE WITH ARCHITECT& STRUCTURAL ENGINEER.5. GENERAL CONTRACTOR SHALL DRILLHOLES FOR GATE PINS IN BOTH THE OPEN &CLOSED POSITION.6. ARCHITECTURAL PLANS SUPERCEDE CIVILDRAWINGS - CONTRACTOR TO FIELD VERIFYTRASH ENCLOSURE LAYOUT AND FOOTINGSPRIOR TO CONSTRUCTION AND NOTIFYENGINEER OF ANY DISCREPANCIES.7C5.0CROSSWALK MARKINGSNOT TO SCALE12" WIDE WHITE STRIPES @ 36" CENTERS2.1.NOTES:MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL.SEE SITE PLANAND GUTTERTYPICAL CURB3.THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE.SIGN TO BE PLACEDAT THE LEADING/TRANSVERSE LINESOF THE CROSSWALKPER THE SITE PLANVARIES
(SEE SITE PLAN)MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODEREQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.SIGN TO BE PLACEDAT THE LEADING/TRANSVERSE LINESOF THE CROSSWALKPER THE SITE PLAN4.CONCRETE IS TO BE STAMPED PER COLOR PRINTED CONCRETE FINISHES SPEC. SEE SHEET C5.1.XXXXXXXXXX12" EXPANSION JOINT(SEE NOTE #1)SMOOTH TOOLEDFINISH AROUNDALL EDGES ANDJOINTS (TYP)LIGHT BROOM FINISH(PERPENDICULAR TO TRAVEL PATH)6"x6"x6 GAUGE WELDEDWIRE FABRIC SEATED ANDSECURED ON STANDS5'-0" (TYP)2"
2"
4"12" CONTRACTION JOINT(SEE NOTE #1)CONTRACTION JOINT3000 PSI COMPRESSIVESTRENGTH CONCRETEMIX PER SPECIFICATION.2"
4"EXPANSION JOINT12" CONTRACTION JOINT(SEE NOTE #1)SEE PLAN4" AGGREGATEBASE COURSE12" DECK-O-FOAM EXPANSIONJOINT FILLER W/ PRE-SCOREDSTRIP, "ZIP STRIP" OR OTHERCFA APPROVED MATERIALURETHANE JOINT SEALINGCOMPOUND14TNOTES:1.JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20'MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATEDOTHERWISE ON PLAN VIEW JOINT PATTERN.2.CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORTLISTED ON THE COVER SHEET OF THIS PLAN SET FORSUB-GRADE AND CONCRETE SECTION REQUIREMENTS.8C5.0TYPICAL CONCRETE SIDEWALKNOT TO SCALE9C5.0EXPANSION JOINTNOT TO SCALE114" MIN.CLEARANCEDOWEL SLEEVE (CLOSEDEND) TO FIT DOWEL ANDBE SECURED.TO BE INSTALLED 1'-0" C.C.24" LUBRICATED NO. 8 SMOOTHDOWEL2" (MIN.)12 DEPTHNOTES:1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCHPAVEMENT THICKNESS.2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OFLONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USEOF A MECHANICAL EQUIPMENT.4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WETCONCRETE NOT ACCEPTABLE.5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT).#3 BARS ON 16" ONCENTER EACH WAYLUBRICATE THIS ENDXXX12" DECK-O-FOAM EXPANSION JOINTFILLER W/ PRE-SCORED STRIP OROTHER CFA APPROVED MATERIALURETHANE JOINTSEALING COMPOUND14T 6" TYPICAL (FORREFERENCE ONLY. SEEGEOTECHNICAL REPORTFOR SECTION. )4C5.0CONTRACTION JOINTNOT TO SCALEVERTICAL SAW CUT38" WIDE (MIN.)URETHANEJOINT SEALING COMPOUND(TOP 14" NO SEALING COMPOUND)6" TYPICAL (FOR
REFERENCE ONLY. SEE
GEOTECHNICAL REPORT
FOR SECTION. )12 DEPTH
T4#3 BARS ON 18" CTRS. BOTHWAYSSUBBASESEE NOTE #1NOTES:1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT.2.SECTION SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALLREFERENCE GEOTECHNICAL REPORT LISTED ON PLAN SET COVER FORPAVEMENT SECTION REQUIREMENTS.GEOTECHNICAL ENGINEERINGREPORTJOB NUMBER: C4245027DATE: JUNE 27, 2024GEOTECHNICAL ENGINEERINGREPORTJOB NUMBER: C4245027DATE: JUNE 27, 2024GEOTECHNICAL ENGINEERINGREPORTJOB NUMBER: C4245027DATE: JUNE 27, 2024ACCESIBLE PARKING SIGNNOT TO SCALE11C5.0VANACCESSIBLERESERVEDPARKINGGREEN'REFLECTIVE'COLORBLUE 'REFLECTIVE'COLORWHITE 'REFLECTIVE'COLORBLUE 'REFLECTIVE'COLOR WITHWHITE 'REFLECTIVETEXT'2"x2" SQ. TUBING1"R12"18"
6"LETTERING STYLE TO BEHELVETICA MEDIUMACCESSIBLE PARKING SIGN(MUTCD R 7-8 AND R 7-8P5)PENALTY SIGN WITHWORDING AS REQUIREDBY STATE OR LOCALLAWWHITE 'REFLECTIVE'COLORBOLLARD MOUNTED SIGNNOT TO SCALE10C5.0REFER TO DETAIL 6/C8.14000 PSICONCRETE2'-6"
6"
80" TO BOTTOM OF LOWEST REQUIRED SIGN 2"X2" SQUARETUBINGPAINT CONCRETE BLACKAFTER CURING ATASPHALT LOCATIONS3'-0"NOTE:SIGNS SHALL BE FABRICATED USING S/F0.08 NON-ILLUMINATED ALUMINUM WITHVINYL COPY APPLIED TO THE FIRSTSURFACE.NOTE:VERIFY COLORS WITH LOCALMUNICIPALITY.2'-0"DETAILS12C5.0ASPHALT SECTION FOR PATHNOT TO SCALE2" THICK ASPHALTICCONCRETE SURFACE COURSESEE NOTE 26" THICK CRUSHEDAGGREGATE BASECOURSEIF PRESENT ON-SITE, UNSUITABLE SUBGRADEMATERIAL SHALL BE REPLACED WITH SUITABLEMATERIAL AS SPECIFIED IN THE GEOTECHNICALREPORT.NOTE:1.SECTION SHOWN FOR REFERENCE ONLY. GENERALCONTRACTOR SHALL REFERENCE SITE SPECIFICGEOTECHNICAL REPORT LISTED ON PLAN SET COVER FORPAVEMENT, AGGREGATE, AND SUBGRADE SECTIONREQUIREMENTS.2.MINIMUM PAVEMENT THICKNESS SHOULD BE 2" ASPHALT.SUBBASE SEE NOTE #1