HomeMy WebLinkAbout014_C5.1_DetailsPRELIMINARY - FOR REVIEWFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION915 HIGHLAND BOULEVARDDETAILSBOZEMAN HEALTHBOZEMAN, MTC5.1 RPE17095.16_DETAILS.DWGDME07/02/2026SP SUBMITTAL08/28/2026-----SITE PLAN SUBMITTAL 2-------17095.16TYPE 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
PRECAST BASE UNLESS
OTHERWISE APPROVED BY CITY.
MINIMUM THICKNESS IS 6".
TOP OF PIPE MAY
NOT EXTEND
PAST INSIDE
WALL OF
MANHOLE. IF
NECESSARY TOP
HALF OF PIPE
MAY BE TRIMMED
OFF SMOOTH. (8"
DIAMETER ONLY)
FLEXIBLE GASKETED JOINT (TYPICAL
FOR PRECAST BASES - SEE DETAIL)
PRE-CAST CHANNEL
FLOWLINE
PRECAST REINFORCED CONCRETE MANHOLE RISER AND
ECCENTRIC CONE TOP MANUFACTURED IN ACCORDANCE WITH
ASTM C-478.
GROUT INVERT TO
SPRINGLINE OF PIPE IF
GAP BETWEEN PIPE AND
CHANNEL IS GREATER
THAN 1/8".
FRAME AND COVER TO BE D&L A-1178, EJIW
3771/ 3772 SERIES, OR APPROVED EQUAL.
COVERS SHALL HAVE TWO 1" PICK HOLES.
CONSTRUCT CONCRETE COLLAR PER STD.
DRAWING 02213-1.
MANHOLE STEPS
UNIFORMLY
SPACED, 16" MAX
ON CENTER
ADJUSTABLE RINGS,
2" MIN., 12" MAX.
NOTES:
1.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOP
SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE
WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL
FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE.
2.STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS
AND THE LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOM
OF MANHOLE.
CHANNEL = DIA. OF PIPE
SLOPE AT 1" PER
FOOT CHANNEL TO
FULL PIPE DEPTH
RADIUS OF
MANHOLE
5'-10" DIA.
(MIN.)
4'-0"
(MIN.)
2'-0"
SHELF-SLOPE 1" PER
FOOT TOWARD
CHANNEL. SEE
CHANNEL DETAIL.
7"
4'-0"
VARIABLE
12" MAX. (TYPICAL FORPOURED-IN-PLACEBASES)DIA. OF
SEWER PIPE
A
A
SECTION A - A
STEPS SHALL BE ALIGNED WITH
MANHOLE BENCH UNLESS
OTHERWISE APPROVED.
FRAME AND COVER
CHANNEL
BENCH
PLAN VIEW
CL
SANITARY SEWER AND
STORM DRAIN MANHOLE
NO. 02720-3
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
10' MINIMUM WIDTH FOR SHARED USE
6' MINIMUM WIDTH FOR SINGLE USE1' GRAVEL
SHOULDER
NOTES:
1.PATHWAYS SHALL ADHERE TO THE MINIMUM
REQUIREMENTS NOTED ABOVE, SUBJECT TO A
RECOMMENDATION FROM A GEOTECHNICAL ENGINEER
FOR THICKER SECTION IN AREAS WHERE EXISTING
SOILS ARE UNFAVORABLE.
2.A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE
PRIOR TO PLACEMENT OF THE GRAVEL BASE.
3.PREFERRED CROSS SLOPE IS 1.5%, MAXIMUM CROSS
SLOPE IS 2%.
1' GRAVEL
SHOULDER
CLEAR & GRUB, MINIMUM LIMITS
1 1/2" MINUS CRUSHED GRAVEL BASE, 9"
MINIMUM THICKNESS, COMPACTED TO A
MINIMUM OF 95% OF MAX DRY DENSITY AS
DETERMINED BY AASHTO T99
TYPE B ASPHALT PLANT MIX 2 1/2" MINIMUM
THICKNESS, COMPACTED TO A MINIMUM OF
93% OF MAX. DENSITY AS DETERMINED BY
ASTMD 2041
4:1 MAX
4:1 MAX
1.5% SLOPE
ASPHALT TRAIL NO. 02529-12
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING ENABLING SITE WORKP:\17095_16_Bozeman_Health_ED_&_BT_Expansion\CADD_C3D\PRODUCTION_DWG\17095.16_DETAILS.dwg, C5.1, 8/28/2026 1:22:39 PM, mbasile, 1:1