HomeMy WebLinkAboutMill Building Renovations - Infrastructure PlansVICINITY MAP
PROJECT NO:
BANGTAIL PARTNERS LLC
MENLO PARK, CA 94026-2652
PO BOX 2652 DEPT 35
PREPARED FOR:
MILL BUILDING RENOVATIONS
INFRASTRUCTURE PLANS
FOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMAN
BOZEMAN,MT
06020.12 RECORD DRAWING C1.1.1
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
06020.12
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-
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RECORD DRAWING
BP COMMENTS
-
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-
-
09/03/2026
06/13/2025
INFRASTRUCTURE SUBMITTAL3/28/2025
DME/MGB
06020_12_COVER_PROD_INF.DWG
RPE
106 East Babcock, Suite L1 Bozeman, Montana 59715 406.522.9876 sanbell.com
SITE
1
2
3
4
5
6
7
8
Sheet List Table
SHEET TITLE
C1.1.1 COVER
C1.2.1 LEGEND, NOTES & ABBREVIATIONS
C2.1.1 EXISTING TOPOGRAPHY & DEMOLITION
C3.1.1 SITE PLAN
C4.1.1 GRADING PLAN
C5.1.1 FIRE LINE PLAN & PROFILE
C6.1.1 DETAILS
C6.2.1 DETAILS
RECORD DRAWINGEW = FINISHED GRADE AT EDGE OF WALK
TC = FINISHED GRADE AT TOP BACK OF CURB
BC = FINISHED GRADE AT BUILDING CORNER
TW = FINISHED GRADE AT TOP OF WALL
AC = FINISHED GRADE AT ASPHALT
EA = FINISHED GRADE AT EDGE OF ASPHALT
EC = FINISHED GRADE AT EDGE OF CONCRETE
SDI = STORM DRAIN INLET
SDMH = STORM DRAIN MANHOLE
FL = FINISHED GRADE AT FLOWLINE
FG = FINISHED GRADE
EX = APPROXIMATE EXISTING ELEVATION
POC = POINT ON CURVE
WTR = WATER
PI = POINT OF INTERSECTION
PRC = POINT OF REVERSE CURVE
RT = RIGHT
LT = LEFT
SS = SANITARY SEWER
PT = POINT OF TANGENCY
SD = STORM DRAIN
GV = GATE VALVE
BFV = BUTTERFLY VALVE
RED = REDUCER
LF = LINEAL FOOT
FT = FEET
SSMH = SANITARY SEWER MANHOLE
BVC = BEGIN VERTICAL CURVE
CS = CURB STOP
EVC = END VERTICAL CURVE
PVI = POINT OF VERTICAL INTERSECTION
LINETYPES ABBREVIATIONS
SYMBOLS
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 7TH EDITION, APRIL, 2021, AND THE CITY OF
BOZEMAN STANDARD MODIFICATIONS, DATED OCTOBER, 2024.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
GR = EXISTING GRADE AT GROUND
BRK = GRADE BREAK
FIBER OPTIC
GAS PIPELINE
OIL PIPELINE
UNDERGROUND POWER
SANITARY SEWER
STORM DRAIN
TELEPHONE
TELEVISION/CABLE
WATER
CONTOUR
OVERHEAD POWER
FENCE - VINYL
FENCE - BARBED WIRE
FENCE - WOOD
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
FENCE - CHAINLINK/
WOVEN WIRE
EXISTING PROPOSED
HP = HIGH POINT
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANLEGEND, NOTES & ABBREVIATIONSMILL BUILDING RENOVATIONINFRASTRUCTURE PLANSBOZEMAN,MTC1.2.1 RPE06020_12_COVER_PROD_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.12DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
LIQUID PROPANE PIPELINE
ELECTRIC JUNCTION BOX
EXISTING STORM DRAIN MANHOLE
EXISTING CATCH BASIN
SIGN
POWER POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
BOLLARD
BUSH
EXISTING CURB STOP
FIRE DEPT. CONNECTION
FIBER OPTIC PEDESTAL
GAS METER
GAS MANHOLE
GAS VALVE
GUYWIRE
IRRIGATION VALVE
IRRIGATION BOX
LIGHT POLE
POWER METER
POWER MANHOLE
ELECTRIC PEDESTAL
PROPOSED ROOF DRAIN
SIGNAL POLE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER CLEAN OUT
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
CONIFEROUS TREE
DECIDUOUS TREECOMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
WELL
YARD HYDRANT
EXISTING WATER REDUCER
GAS WELL
FOUND CORNER MONUMENT AS NOTED
SET CORNER MONUMENT, REBAR WITH CAP
BENCHMARK
SECTION QUARTER CORNER
SECTION CORNER
PROPOSED CATCH BASIN
PROPOSED WATER REDUCER
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED CURB STOP
PROPOSED SANITARY SEWER MANHOLE
PROPOSED STORM DRAIN MANHOLE
EXISTING MONUMENT BOX
PROPOSED MONUMENT BOX
EXISTING WATER MANHOLE
WATER METER
PROPOSED STORM DRAIN CLEAN OUT
CATCH CURB
SPILL CURB
TRANSITION FROM CATCH
TAPER CURB HEAD 3'
TO SPILL CURB
GRADING PLAN
TOP OF CURB - 0.62' = LIP
TOP OF CURB - 0.51' = FLOWLINESPILL CURB
TOP OF CURB - 0.46' = LIP
TOP OF CURB - 0.51' = FLOWLINECATCH CURB
CP#1
CP#10
CP#200
RECORD DRAWINGFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANEXISTING TOPOGRAPHY & DEMOLITIONMILL BUILDING RENOVATIONRECORD DRAWINGBOZEMAN, MTC2.1.1 RPE06020_12_EX_PROD_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.120 20
SCALE: 1" = 20'
401020
RECORD DRAWINGFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANSITE PLANMILL BUILDING RENOVATIONRECORD DRAWINGBOZEMAN, MTC3.1.1 RPE06020_12_SITE_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.120 20
SCALE: 1" = 20'
401020
RECORD DRAWINGFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANGRADING PLANMILL BUILDING RENOVATIONRECORD DRAWINGBOZEMAN, MTC4.1.1 RPE06020_12_GRADING_PROD_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.120 20
SCALE: 1" = 20'
401020
RECORD DRAWINGFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANFIRE LINE PLAN & PROFILEMILL BUILDING RENOVATIONRECORD DRAWINGBOZEMAN, MTC5.1.1 RPE06020_12_UTILITY_PROD_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.12VERTICAL SCALE: 1"=10'
5 3 0
HORIZONTAL SCALE:1" = 5'
5 10
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) 7TH EDITION,
APRIL, 2021, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED OCTOBER, 2024.
2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF
BOZEMAN PERSONNEL ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING OF WORK.
4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
5.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH THE CITY OF BOZEMAN WATER AND ENGINEER DEPARTMENTS
PRIOR TO INSTALLATION OF THE FIRE LINE AND DOMESTIC SERVICE.
6.CONTRACTOR SHALL INSTALL NEW WATER MAIN AND FIRE LINE WITH RESTRAINED JOINT PIPE AND FITTINGS.
7.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL OTHER METAL PARTS
AND SURFACES SHALL BE ENCASED WITH V-BIO® TM ENHANCED POLYETHYLENE ENCASEMENT.
8.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT JOINTS AND SECURED IN PLACE
AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE TAPED TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR
ANY NEEDED REPAIRS FOLLOWING THE TAP.
9.NEW WATER MAIN AND FIRE LINE TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH BACKFILL AND
RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C6.1.1.
10.CONTRACTOR SHALL PERFORM A PRESSURE TEST AND LEAKAGE TEST ON ALL INSTALLED WATER PIPES IN ACCORDANCE
WITH CITY OF BOZEMAN STANDARDS.
11.CONTRACTOR SHALL FLUSH, DISINFECT AND TEST ALL WATER PIPES IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDS.
RECORD DRAWINGFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANDETAILSMILL BUILDING RENOVATIONRECORD DRAWINGBOZEMAN, MTC6.1.1 RPE06020_12_DETAILS_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.12LEGEND
FLANGED OS&Y VALVE
DOUBLE CHECK VALVE (MIN.
REQUIREMENT) AS INDICATED
ON APPROVED PLAN(S)
CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF
DOUBLE CHECK VALVE ASSEMBLY
1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL-LISTED FLANGED
KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE.
2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:
A.UL OR FM LISTED
B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR
CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR
OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN
ON APPROVED PLANS.
C.INSTALLED AS SHOWN ON THE APPROVED PLANS.
3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE
DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM,
METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS
ARE NOT PERMITTED ON DRY SYSTEMS.
4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD
CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK
VALVE SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS
THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER
TWO.
5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR.
6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A
MINIMUM OF 1' FROM ANY INTERIOR WALL.
7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5', AND A MAXIMUM OF
7.5' BELOW THE FINISHED GRADE.
8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING
OF 175 PSI.
9.ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE.
10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO
BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER
(DOWNSTREAM).
ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE
AND BACKFLOW ASSEMBLY TO BE 90° BEND.
NO PRESSURE GAUGES OR
PRESSURE GAUGE FITTINGS WILL
BE ALLOWED ON THE TEST PORTS
OF ANY BACKFLOW ASSEMBLY.
FLANGE TO BE THREADED ON STANDPIPE, M.L.
TO FLANGE ADAPTORS NOT ACCEPTABLE (TYP.
FOR ALL RISER CONFIGURATIONS)
1' MIN., 2' MAX. ABOVE
FINISHED FLOORFLOOR
3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE M.J. BOLT HOLE
(TYP.). 5/8" RODS ACCEPTABLE FOR 4" LINES.
90° BEND WITH THRUST BLOCK
4" OR LARGER CLASS 51
DUCTILE IRON PIPE (TYP.)
MECHANICAL
JOINT
MAIN
THRUST
BLOCK
TAPPING TEE & VALVE, OR
INSTALL VALVE AT PROPERTY
LINE (TYP. FOR ALL RISER
CONFIGURATIONS).
PROVIDE FLEXIBLE,
WATER-TIGHT
CONNECTION FOR ALL
WALL OR FLOOR PIPE
PENETRATIONS.
10' MAX. *
1' MIN., 2' MAX.
ABOVE FINISHED
FLOOR
MECHANICAL
JOINT
FLOOR
OUTSIDE WALL90° BEND WITH
THRUST BLOCK
1' MIN., 2' MAX.
2' MIN., 3' MAX. CLEARANCE
ABOVE FINISHED FLOORWALLCOATED
STEEL WALL
PLATE, 5/16"
MIN.
THICKNESS
*PER NPPA-24 FIG. A.10.6.3.1.
STANDARD FIRE SERVICE
FOR CLASS I, II, & III
SYSTEMS
NO. 02660-12
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
4'
1'
2.5'
1'
8'
11.5'
(TYP.)
6" MIN.
(TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CITY HAS
APPROVED ALTERNATE LOCATION)
6.5' MIN.
COVER
(PROVIDE 5' STATIONARY
ROD IN ALL CURB BOXES)
SEE DETAIL
BELOW
WATER MAIN
TAP
NOTES:
1.WATER SERVICE LINES SHALL HAVE A MINIMUM 6.5' COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM
CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7.5'
COVER AT CURB STOP.
2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.
3.BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE.
4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION.
5.NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORPORATION STOP FOR 3/4" AND 1" SERVICES.
6.STRAIGHT COPPER PIPE SHALL BE USED FOR 1-1/2" AND 2" SERVICES.
7.TAP MAIN AT SPRINGLINE.
8.PROVIDE 5' STATIONARY ROD IN ALL CURB BOXES.
9.INSTALL DETECTABLE WARNING TAPE 18" TO 24" BELOW FINISHED GRADE OVER WATER SERVICE FROM MAIN TO CURB BOX.
10.IF TYPICAL CURB BOX LOCATIONS CANNOT BE MET (I.E. 8 FT SETBACK BEHIND PROPERTY LINE TO ACCOMMODATE DRY UTILITIES), ALTERNATE CRITERIA MAY BE
APPLIED UPON APPROVAL OF THE CITY ENGINEERING DIVISION. THE FOLLOWING CONDITIONS SHOULD BE MET:
-CURB BOXES ARE PREFERABLY LOCATED ON OR NEAR THE PROPERTY OR EASEMENT LINE.
-SUITABLE LOCATIONS ARE PROVIDED FOR DRY UTILITIES THAT DO NOT CONFLICT WITH CURB BOXES OR ABILITY TO CONNECT TO SERVICE STUBS IN FUTURE.
-CURB BOXES MUST BE A MINIMUM OF 3 FEET FROM ALL FOUNDATIONS AND STRUCTURES.
-CURB BOXES ARE ACCESSIBLE TO BE TURNED ON AND OFF AT ALL TIMES AND MUST NOT BE LOCATED IN PARKING AREAS.
-SERVICE STUBS FOR FUTURE CONNECTION MUST NOT BE LOCATED IN PAVED AREAS.
-ALL CURB STOPS LOCATED IN PAVEMENT SHALL HAVE A VALVE BOX RISER AROUND THE TOP OF THE CURB STOP.
DETAIL OF A PROPERLY INSTALLED CORPORATION STOP
SELECT MATERIAL BACKFILL AREA
(SEE SPECIFICATIONS)
1
2
3
4
STREET SURFACE
5.5' BOULEVARD
(TYP.)
5' SIDEWALK
(TYP.)
PROPERTY LINE
OR EASEMENT
LINE
GROUND SURFACE
STEEL POST
MARKER PAINTED
BLUE
CURB BOX
CURB STOP
BASE MATERIAL
TRENCH BOTTOM
3/4" DIA. MIN.
SERVICE PIPE
CORPORATION STOP
WATER SERVICE LINE NO. 02660-6
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
WATER MAIN
CURB STOP AND BOX
NEAREST FOUNDATION
WALL TO CURB STOP
SEE DETAILS
A & B BELOW
6.5' MIN. COVER
1' MIN.
2' MAX.
WATER SERVICE LINE
WATER SERVICE LINE STUB
(SEE C.O.B. STANDARD
DRAWING 02660-6)
1' MIN.
INSTALLED BY CUSTOMER
(SERVICE APPLICATION &
PLUMBING PERMIT REQUIRED)
NOTE: METER SIZED SAME AS INCOMING LINE - NO EXCEPTIONS.
*METER SAME SIZE AS INCOMING LINE - NO EXCEPTIONS. METER MUST CONNECT
DIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE.
**DOWNSTREAM SHUT OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE.
DETAIL A DETAIL B
TYPICAL WALL PENETRATION (N.T.S)TYPICAL FLOOR PENETRATION (N.T.S)
(CRAWL SPACE)
QUARTER-BEND COUPLING
(1-1/2" & 2" SERVICES ONLY)
DOWNSTREAM
SHUTOFF **
BACKFLOW PREVENTION
ASSEMBLY (AS REQUIRED)
ANGLE STOP
METER *
FOUNDATION
WALL
DOWNSTREAM
SHUTOFF **
TO DOMESTIC
FIXTURES
BACKFLOW PREVENTION
ASSEMBLY (AS REQUIRED)
FOUNDATION
WALL
SERVICE
LINE
FLOOR
METER *
ANGLE STOP OR
STRAIGHT STOP
1' MIN.,
2' MAX.
1' MIN., 2' MAX.
NOTES:
1.WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDENT.
2.SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1", 1 1/2", AND 2" SERVICES. SEE STANDARD DRAWING NO. 02660-14A AND 14B FOR 4" AND LARGER DOMESTIC
SERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED.
3.STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2" AND 2" SERVICES.
4.SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE
REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4".
5.PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS.
6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE.
7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT.
8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS.
9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP.
10.METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE.
11.IF TYPICAL CURB BOX LOCATIONS CANNOT BE MET (I.e. 8 FT SETBACK BEHIND PROPERTY LINE TO ACCOMMODATE DRY UTILITIES), ALTERNATE CRITERIA MAY BE
APPLIED UPON APPROVAL OF THE CITY ENGINEERING DIVISION. THE FOLLOWING CONDITIONS SHOULD BE MET:
-CURB BOXES ARE PREFERABLY LOCATED ON OR NEAR THE PROPERTY OR EASEMENT LINE.
-SUITABLE LOCATIONS ARE PROVIDED FOR DRY UTILITIES THAT DO NOT CONFLICT WITH CURB BOXES OR ABILITY TO CONNECT TO SERVICE STUBS IN FUTURE.
-CURB BOXES MUST BE A MINIMUM OF 3 FEET FROM ALL FOUNDATIONS AND STRUCTURES.
-CURB BOXES ARE ACCESSIBLE TO BE TURNED ON AND OFF AT ALL TIMES AND MUST NOT BE LOCATED IN PARKING AREAS.
-SERVICE STUBS FOR FUTURE CONNECTION MUST NOT BE LOCATED IN PAVED AREAS.
-ALL CURB STOPS LOCATED IN PAVEMENT SHALL HAVE A VALVE BOX RISER AROUND THE TOP OF THE CURB STOP.
TO DOMESTIC
FIXTURES
DOMESTIC WATER
SERVICE, 2" AND
SMALLER (PROFILE)
NO. 02660-15A
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
MJ VALVE
MJ GLAND
3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD,
CONFORMING TO ASTM A242-81, INSTALLED IN HALF THE AVAILABLE
MECHANICAL JOINT BOLT HOLES (TYP.). WHERE NECESSARY, CLAMPING
LUGS (ROMAC "DUCTILE LUG" OR EQUAL), DESIGNED TO FIT DUCTILE
IRON (D.I.) PIPE, AND CONFORMING TO ASTM 536-80, MAY BE USED IN
CONJUNCTION WITH THE RESTRAINING RODS. ALL FITTINGS SHALL BE
MECHANICAL JOINT WITH 3/4" TIE RODS IN EVERY OTHER AVAILABLE
BOLT HOLE.
MJ VALVE
MJ GLAND
MJ GLAND
MJ GLAND
CONCRETE THRUST
BLOCK (TYP.)
UNDISTURBED
EARTH (TYP.)
D.I.PIPE D.I.PIPE D.I.PIPE
D.I.PIPE
D.I.PIPE
MJ TEE
TYPICAL VALVE/TEE
RESTRAINT
NO. 02660-9
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
NOTES:
1.POLYETHYLENE ENCASEMENT ON ALL DUCTILE IRON
PIPE AND FITTINGS AS SPECIFIED.
2."MEGALUG" OR "UNI-FLANGE" JOINT RESTRAINTS
MAY BE SUBSTITUTED FOR THE RODS AND THRUST
BLOCKS.
STANDARD
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"
RECORD DRAWINGFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONFOR LOT C1, BLOCK 105, NORTHERN PACIFIC ADD BOZEMANDETAILSMILL BUILDING RENOVATIONRECORD DRAWINGBOZEMAN, MTC6.2.1 RPE06020_12_DETAILS_INF.DWGDME/MGB3/28/2025INFRASTRUCTURE SUBMITTAL06/13/202509/03/2026----BP COMMENTSRECORD DRAWING------06020.12