HomeMy WebLinkAbout012_C6.1_DETAILSPRELIMINARY - FOR REVIEWFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONDETAILSBIKEFILL COMMUNITY BIKE PARKPATH AND ON-SITE IMPROVEMENTSBOZEMAN, MTC6.1 RPE22147.01_DETAILS_ONSITE.DWGDME04/29/2026SITE PLAN SUBMITTAL07/20/2026-----SITE PLAN RESUBMITTAL-------22147.01STANDARD
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"
CONCRETE FOOTING
BOTTOM RAIL
FENCE FABRIC. 9 GA. 2" MESH
POWDER COATED. INSTALL FABRIC
ON 'FIELD SIDE' OF FENCING
TENSION BAR
MIDRAIL
TOP RAIL CONTINUOUS
1-5/8" POWDER COATED
RAIL END BRACKET
END POST TOP
6'-0"3'FENCE TOPPER
FABRIC 'KNUCKLED' AND INSTALLED NO LOWER
THAN 1/2 WAY UP TOP RAIL FOR SAFETY PURPOSE.
A
A
B B
CONCRETE CHANNEL
SLOPE GUTTER TO DRAIN AT OUTLET/INLET CHASE.
MATCH SLOPE OF SURROUNDING GUTTER.
BACK OF CURB
FLOWLINE
EXPANSION JOINT
EXPANSION JOINTS
12'
SOLID COVER
5'1'SIDEWALK
5.5' (TYP.)
BOULEVARD
1.5'
PLAN VIEW - N.T.S.
6"
6"
VARIES END CHASEEND COVERPROPERTY LINEPROVIDE
EROSION
CONTROL
AS REQUIRED
FLOWLINE
FLOWLINE
SECTION B - N.T.S.
SECTION A - N.T.S.
EXPANSION JOINT
4" BASE COURSE
INLET CHASE
OUTLET CHASE
D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN COVERS, NEENAH FOUNDRY
"R-4990 SERIES", WITH "TYPE D" SOLID BOLT DOWN COVERS, (OR APPROVED
EQUAL).
NOTES:
1.DIMENSIONS w AND h VARY, SIZE TO BE
DETERMINED BY ENGINEER BASED ON
25-YEAR EVENT, BUT h SHALL BE NO LESS
THAN 6" AT CURB OPENING.
2.CONCRETE TO BE M-4500.
3.COVERS MUST BOLT DOWN TO FRAME.
4.DIMENSION w MUST BE 10" OR 21".
4:1 MAX
4:1 MAX
2% MIN.
1.5%
6"
6"
6"
1.5%
END CHASE
END COVER
0.5%MIN.
CURB & GUTTER PER STD.
DRAWING 02528-1
4" MIN.
4" SIDEWALK
EXPANSION JOINT
BASE COURSE
W + 212"
VARIES
AS
REQUIRED 1.5'
h
5'
SIDEWALK
5.5' (TYP.)
BOULEVARD 2'
AS
REQUIRED 1.5'5'
SIDEWALK
5.5' (TYP.)
BOULEVARD 2'
10'
CURB & GUTTER
h
6"
6"w 6"
D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN
COVERS, NEENAH FOUNDRY "R-4990 SERIES", WITH "TYPE
D" SOLID BOLT DOWN COVERS, (OR APPROVED EQUAL).
D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN
COVERS, NEENAH FOUNDRY "R-4990 SERIES", WITH "TYPE
D" SOLID BOLT DOWN COVERS, (OR APPROVED EQUAL)
D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN COVERS, NEENAH
FOUNDRY "R-4990 SERIES", WITH "TYPE D" SOLID BOLT DOWN COVERS,
(OR APPROVED EQUAL). DIMENSION w MUST BE 10" OR 21".
h
CONCRETE STORM
DRAINAGE OUTLET AND
INLET CHASES
NO. 02720-11A
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
TOP BACK OF CURB
DEPRESSED
SECTION A-A FLOW LINE
12"18"12"
7"
TYPICAL CURB
SECTION
DEPRESSED
FLOW LINE
SECTION B-B
GENERAL NOTES:
1.CURB AND GUTTER TO BE CONSTRUCTED IN
COMPLIANCE WITH MPWSS AND C.O.B. STANDARD
DRAWING 02528-1.
2.FINAL GRADE SHALL NOT EXTEND ABOVE CURB
FLOW LINE OUTLET.
A
A
B
B
CURB CUT NO. 02720-11B
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
4" MINIMUM, 7" MAXIMUM OPENING
2'
3'
3'
4'
6"
INLET CASTING
NEENAH R-3067-L,
EJIW 7030,
DEETER 2047L, OR
D & L I-3517
TRANSITION CURB & GUTTER
TO MATCH INLET CASTING
(TYPICAL FOR ALL INLETS)
5'
3' x 2' PRECAST
REINFORCED
CONCRETE
BLOCK OUT FOR
LATERAL PIPE
12" RCP (TYP.)
6"
NOTES:
1.CURB AND GUTTER TO BE WARPED TO
MATCH INLET.
2.DESIGNERS WILL PROVIDE ADDITIONAL
DESIGN DETAILS TO FIT SPECIFIC
CONDITIONS.
3.MAINTAIN ADEQUATE COVER OVER
STORM DRAINAGE PIPE PER
MANUFACTURER RECOMMENDATIONS.
4.BASE AND WALLS MAY BE MONOLITHIC.
5.STRUCTURE SHALL BE DESIGNED IN
ACCORDANCE WITH ASTM 857.
1" MAX. OFFSET ALLOWED FOR
CASTING BACK PIECE ADJUSTMENT
VARIABLE
9" SUMP
SIDE VIEW
FRONT VIEW
VARIABLE
STANDARD SQUARE
STORM DRAIN INLET
NO. 02720-1B
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
TYPE 1 PIPE BEDDING
PLACED IN 6" MAX. LAYERS
AND COMPACTED
THOROUGHLY
EXISTING STREET SURFACE
VERTICAL TRENCH WALLS WITH
SHORING TO CONFORM THE O.S.H.A.
REGULATIONS
6"
SELECT TYPE 1 BEDDING
MATERIAL PLACED IN 6" LAYERS
AND COMPACTED
AS SPECIFIED IN SECTION 02221
TRENCH WIDTH=O.D. OF PIPE PLUS 2'
MIN. TRENCH WIDTH=3.5'
4"
NOTES:
1.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A
MINIIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING
PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE
OF PAVEMENT.
2.WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42' DEPTH OF BURY.
3.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH
DESIGN FEATURES.
4.EXCAVATIONS SHALL CONFORM TO O.S.H.A. CONSTRUCTION STANDARDS.
TYPE 2 PIPE BEDDING WHERE
REQUIRED FOR SOFT AND
UNSTABLE FOUNDATION
SLOPING, BENCHING OR
SUPPORT SYSTEMS IN THIS AREA
TO CONFORM TO O.S.H.A.
REGULATIONS
12" MIN.
SUBGRADE OR
GROUND SURFACE
INSTALL DETECTABLE WARNING
TAPE 18" MIN, 24" MAX. DEPTH
TYPE "A", "B", OR "C" BACKFILL.
FLOWABLE FILL SHALL BE
USED IN COLLECTOR AND
ARTERIAL STREETS (SEE
DETAIL 02221-1A).
TYPICAL UTILITY TRENCH NO. 02221-1
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING