HomeMy WebLinkAbout028_C5.2_DetailsPRELIMINARY - FOR REVIEWFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION915 HIGHLAND BOULEVARDDETAILSBOZEMAN HEALTHBOZEMAN, MTC5.2 RPE17095.16_DETAILS.DWGDME07/02/2026SP SUBMITTAL08/28/2026-----SITE PLAN SUBMITTAL 2-------17095.16ENABLING SITE WORKSTANDARD
CURB & GUTTER
NO. 02528-1
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
CATCH CURB
9.5"
2"
6.10"
6" OR OTHERWISE
AS REQUIRED
4"R
3"R
4% SLOPE
-4% SLOPE
24"
24"
24"
6.66"
9.5"
1.51"
0.49"
9.5"
0.75"
4% SLOPE
4% SLOPE
NOTES:
1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPWSS).
2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND
MINIMUM WIDTH OF 1/8".
3.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOR MORE
THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB
AND GUTTER.
4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FORM AND/OR STRINGLINE INSPECTION BY THE CITY
ENGINEERING DIVISION.
5.CONCRETE SHALL BE M-4500.
6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS) FOR CURB AND
GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
7.STANDARD CATCH CURB SHALL MATCH DIMENSIONS OF MONTANA DEPARTMENT OF TRANSPORTATION
DETAILED DRAWING NUMBER 609-05.
8.STANDARD CATCH CURB MOLD MAY BE ROTATED ABOUT LIP OF GUTTER TO CONSTRUCT SPILL CURBS.
CATCH DROP CURB FOR DRIVEWAYS
SPILL CURB
CATCH DROP CURB FOR PEDESTRIAN RAMPS
24"
-4% SLOPE
-4% SLOPE
SPILL DROP CURB FOR DRIVEWAYS
SPILL DROP CURB FOR PEDESTRIAN RAMPS
2.27"
5.52"
24"
24"
9.5"
1.51"
0.93"2.85"
2.09"
0.17"
7.42"
6.59"1.01"
9.5"
CRUSHED
GRAVEL
BASE, 3"
MIN.
SUB-BASE
COURSE AS
REQUIRED
9"
FUTURE SIDEWALK
LIMIT OF PUBLICLY
MAINTAINED SIDEWALK
FUTURE SIDEWALK
NOTE:
1.PUBLICLY-MAINTAINED SIDEWALKS TO BE 6"
THICK M-4500 CONCRETE REINFORCED WITH
1.5 LBS FIBERMESH PER C.Y.
1'
5'
6' (MIN)
SIDEWALK
6"
VARIES
5'
1'
5'
CURB &
GUTTER
PROPERTY LINE
5'
PUBLICLY MAINTAINED
SIDEWALK
NO. 02529-11
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
C
C
VARIES 5' (TYP)VARIES
RAMP LANDING TRANSITION RAMP
SIDEWALKSTREETCURB
2% TYP.≤ 5% DES.≤ 5% DES.≤ 1.5% DES.
6"
2 3 4 4 5 2 3 4 4
STANDARD
CURB SECTION
8
FLARE
6"
VARIES
DEPRESSED
LANDING
FLOW LINE DETECTABLE
WARNING
3" GRAVEL BASE (TYP.)
VARIES 5' (TYP)VARIES VARIES
≤ 8.3% DES.10% MAX 10% MAX
FLARE 7 RAMP FLARE FLARE RAMP
B
B
≤ 1.5% DES.
5' X 5'
SIDEWALK
LANDING ≤ 1.5% DES.≤ 5% DES.
TRANSITION
RAMP≤ 5% DES.A A
5'
≤ 5% DES.
RAMP
RAMP≤ 8.3% DES.
FLARE≤ 8.3% DES.10
%
M
A
X
.
FL
A
R
E
24" MIN
1' (TYP.)
PL
PL
5'
SIDEWALK
(TYP.)
6'-6"
BLVD. (TYP.)BACK OF
CURB
FLOW LINE
STORM DRAIN
INLET
EXPANSION
JOINT (TYP.)9
DOWEL WITH 24" NO. 5
REBAR, 3" INTO BACK OF
CURB. 3" CLEAR (TYP. OF 2)
1
DEPRESSED LANDING
DETECTABLE
WARNING
BOTTOM
GRADE BRAKE
6
10
EXPANSION
JOINT
SECTION C - C
SECTION A - A
SECTION B - B
(SEE DRAWING 02529-8B FOR NOTES)TRANSITIONRAMPACCESSIBILITY RAMP
DETAIL
NO. 02529-8A
10/2024
SCALE:
AS
SHOWN
CITY OF BOZEMAN
STANDARD DRAWING
GENERAL NOTES:
1.THIS DETAIL REPRESENTS A TYPICAL PEDESTRIAN RAMP LAYOUT FOR LOCAL STREETS AND INTERSECTIONS BETWEEN LOCAL STREETS AND COLLECTOR
STREETS. DIMENSIONS MAY VARY DEPENDING ON SPECIFIC SITE CONDITIONS AND ALTERNATE LAYOUTS MAY BE ACCEPTABLE. PEDESTRIAN RAMPS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 608 OF MONTANA DEPARTMENT OF TRANSPORTATION DETAILED DRAWINGS, PUBLIC RIGHT OF
WAY ACCESSIBILITY GUIDELINES (PROWAG), AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.
2.REFER TO SECTION 608 OF MONTANA DEPARTMENT OF TRANSPORTATION DETAILED DRAWINGS FOR PEDESTRIAN RAMPS ON COLLECTOR AND ARTERIAL
STREETS.
3.REINFORCE CONCRETE RAMPS WITH FIBERMESH™ AT A RATE OF 1-1/2 LBS./CY OR 6 X 6 X 10 GUAGE WIRE MESH.
4.RAMP AND CURB CAN BE PLACED MONOLITHICALLY.
KEY NOTES:
CURB SHALL NOT HAVE LIP OR OTHER CHANGES IN LEVEL AT TRANSITION TO RAMP.
THE DESIRABLE CROSS SLOPE IS 5% (1:20) OR FLATTER. THE MAXIMUM RUNNING RAMP SLOPE IS 8.3% (1:12).
THE MINIMUM WIDTH OF RAMP IS 5 FEET.
THE DESIRABLE CROSS SLOPE OF LANDING, RAMP OR SIDEWALK IS 1.5% (1:66.7). THE MAXIMUM CROSS SLOPE IS 2% (1:50).
THE MINIMUM LENGTH OF LANDING IS 5 FEET. THE LANDING WIDTH SHALL BE EQUAL TO RAMP WIDTH.
PROVIDE ADA COMPLIANT DETECTABLE WARNING SURFACES ON BOTTOM GRADE BREAK OF EACH RAMP. DETECTIBLE WARNING SHALL COVER THE
ENTIRE WIDTH OF RAMP (EXCLUDING FLARED SIDES) AND BE A MINIMUM OF 2 FEET LONG IN THE DIRECTION OF TRAVEL. BOTTOM GRADE BREAK
SHOULD GENERALLY BE LOCATED AT BACK OF CURB AND BOTH ENDS OF BOTTOM GRADE BREAK SHOULD BE LESS THAN 5 FEET FROM BACK OF
CURB.
THE DESIRABLE SLOPE OF FLARE IS 8.3% (1:12) OR FLATTER. THE MAXIMUM SLOPE OF FLARE IS 10% (1:10).
FLARES BETWEEN RAMPS MAY NOT REACH FULL HEIGHT OF STANDARD CURB. CONSTRUCT STANDARD CURB SECTION BETWEEN RAMPS ONLY WHEN
MAXIMUM FLARE SLOPE IS NOT EXCEEDED.
CURB EXPANSION JOINT SHALL NOT BE LOCATED IN RAMP.
STORM DRAIN INLET SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON APPROVAL BY CITY OF
BOZEMAN.
2
1
3
4
5
6
7
8
9
10
ACCESSIBILITY RAMP
DETAIL - NOTES
NO. 02529-8B
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
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