HomeMy WebLinkAbout02-C5.1-DETAILSDETAILSSITE 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 BOZEMANC5.14" PAINTED LINE (TYP.)8" DIAM.1'-4"10"1'-10"8"1'-2"14"R3'RPAINT SOLIDPAINT SOLID1'-2"1'-8"1'-8"1'-2"3'-0"1'-0"1'-2"1'-0"1'-2"3'-0"3'-0"NOTES:1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL2.PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THECURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES3.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE,UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADACODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN.ACCESSIBILITY SYMBOLNOT TO SCALEDIRECTIONAL ARROWNOT TO SCALE6'-0"6'-0"PAVEMENT MARKINGSNOT TO SCALE1C5.112 - 18"
3'3'
3'
7.5'LOOP1.5 x 5 FEET9' - 9.5'NOTES:1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC.2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.CONDUIT FROMBUILDINGMENU BOARDFOUNDATIONMENU BOARDLOOPSUPPORT2" CLEAR BETWEENLOOP AND SURFACE PLAN VIEWSECTION VIEW3' CLEAR PERIMETER, FREEFROM REBAR, WIRE SCREEN,REINFORCING BARS, ELECTRICCABLE OR METAL OBJECTS.1425MENU BOARD LOOP DETECTION SYSTEMNOT TO SCALE1234567PREFAB (FOLDED) LOOP (1.5' x 5')1/2" PVC COUPLING1/2" PVC SLEEVE COUPLING1/2" PVC TUBING (3' LENGTH)1/2" PVC CORNER FITTING1/2" PVC 90° ELBOW1/2" PVC TUBING (2' LENGTH) PARTS LIST 2C5.13C5.1SPEAKERDRIVE
THRU
LANECONCRETE PAV
ING 122534671234567PREFAB (FOLDED) LOOP (1.5' x 5')1/2" PVC COUPLING1/2" PVC SLEEVE COUPLING1/2" PVC TUBING (3' LENGTH)1/2" PVC CORNER FITTING1/2" PVC 90° ELBOW1/2" PVC TUBING (2' LENGTH) PARTS LIST ISOMETRIC VIEWMENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW)NOT TO SCALENOTES:1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BYMH ELECTRONICS, INC.2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.4C5.190° PARKING STRIPINGNOT TO SCALENOTES1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IFONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES& ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS.4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKINGLOTS.6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSHCURB OR A RAMP.8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE.9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR6C5.1PAVEMENT EDGE DETAILNOT TO SCALEASPHALT PAVEMENTAND BASE COURSEPAVEMENTTHICKNESSSEE NOTE #112"0.75'REQUIRED AT ALL JUNCTIONS WITH CONCRETENOTE:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT REFERENCED ON THE COVER SHEET OF THIS PLANSETFOR PAVEMENT SECTION AND SUB-GRADE REQUIREMENTS.STANDARD OR DECORATIVECONCRETE WHERE OCCURSON PLANDRIVE-THRU CLEARANCE BARNOT TO SCALE7C5.113" x 13" x 34" STEEL BASE PLATE W/ (4) 34"Ø ANCHORS ON 9"CENTERS IN EA. DIRECTION8'-9"
9'-0"
2'-6" FROM
B
A
C
K
O
F
C
UR
B
2'-0"ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGNSTANDARDSPIVOT9'-0" CLEARANCEFLAT CUT ALUMINUM COPY ON FACE OF ARMFACING ENTRY TO DRIVE-THRU TO MATCH SW #5403GRAYDRIVE-THRU LANE9'-0"3" x 3" x 316" HSS w/ CAPPED ENDS6" x 6" x 316" HSS w/ 38"STEEL CAP PLATE34"Ø x 36" HEADED ANCHOR BOLTS w/ 3 12"PROJECTION ABOVE GRADE; #4 TIES @ 12"O.C.2'-0"Ø x 4-0" DEEP CONC. PIER FOUNDATION; VERIFY PIERSIZE w/ GEOTECHNICAL REPORT PRIOR TO CONSTRUCTIONNOTES:1. ENTIRE CLEARANCE BAR & HARDWARE TO BE POWDER COATED QPC P-820 MATTE BLACKFINISH2.CLEARANCE BAR ARM TO ROTATE WHEN STRUCK & RETURN TO ORIGINAL POSITION3.COORDINATE w/ THE ARCHITECT & STRUCTURAL ENGINEER8C5.1CONCRETE APRON AT TRASH ENCLOSURENOT TO SCALEASPHALT PAVEMENTAND BASE COURSE#4 REBAR FOR CONTINUOUSREINFORCEMENT OFTHICKENED EDGE12" COMPACTEDSUBGRADE SEE NOTE #1#3 @ 18" ON CENTEREACH WAY4000 PSI COMPRESSIVESTRENGTH CONCRETE12"6" CRUSHED AGGREGATE BASESEE NOTE #1.9"ASPHALT THICKNESSSEE NOTE #1NOTE:1.SECTION SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTORSHALL REFERENCE GEOTECHNICAL REPORT LISTED ON PLAN SETCOVER FOR PAVEMENT SECTION REQUIREMENTS.2.CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TOPOUR.2"PAVEMENTTHICKNESSSEE NOTE #1PAVEMENTTHICKNESSSEE NOTE #10.75'6" CONCRETE
4C5.190° PARKING STRIPINGNOT TO SCALENOTES1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IFONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES& ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS.4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKINGLOTS.6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSHCURB OR A RAMP.8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE.9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTORGEOTECHNICAL ENGINEERINGREPORTJOB NUMBER: C4245027DATE: JUNE 27, 2024GEOTECHNICAL ENGINEERINGREPORTJOB NUMBER: C4245027DATE: JUNE 27, 2024DETAILSCONCRETE CURB & GUTTERNOT TO SCALE9C5.1NOTES:1.CONCRETE FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS.2.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.3.AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKEBOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE.4.CONTRACTION JOINTS @ 10'-0" O.C. TOOLED 14" (± 116", -0) WIDE, 1" OR MAX. D/4 DEPTH WHICHEVER IS GREATER.EXPANSION JOINTS @ 40'-0" MAX., AT ENDS OF RADIUS, AND A MINIMUM OF 5 FEET FROM INLET STRUCTURES,UNLESS APPROVED OR INDICATED OTHERWISE ON PLANS.5.GUTTER SLOPE AT ACCESSIBLE SPACES TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL.6.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.7.LIGHT BROOM FINISH; PERPENDICULAR TO CURB.112"R1"6"2'-0"PAVEMENT DIMENSIONS REFERTO FACE OF CURB UNLESSINDICATED OTHERWISE12"R6"
12"
7"
1-1/8"34" PER FT.LIGHT BROOM FINISH