HomeMy WebLinkAboutMeadow Bridge Subdivision - Street, Pedestrian, Utility ImprovementsVICINITY MAP
PROJECT NO:
MEADOW BRIDGE PROPERTIES, LLC
BOZEMAN, MT 59719
PO BOX 10130
BOZEMAN, MT
PREPARED FOR:
MEADOW BRIDGE SUBDIVISION
PROVIDING STREET, PEDESTRIAN, AND UTILITY
IMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISION
05021.29 C1.1
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
05021.29
--
-
-
RECORD DRAWINGS
BRIDGE UPDATES
ELECTRIC AND GAS UPDATES
STORMWATER OUTFALL REV
-
-
01/07/2026
09/13/2025
09/25/2025
08/21/2025
ISSUED FOR CONSTRUCTION07/17/2025
CS
05021_29_COVER_PROD.DWG
RPE
106 East Babcock, Suite L1 Bozeman, Montana 59715 406.522.9876 sanbell.com
SITE
Sheet List Table
Sheet Number Sheet Title Sheet Count
C1.1 COVER SHEET
C1.2 LEGEND, NOTES, AND ABBREVIATIONS 1
C2.1 OVERALL EXISTING SITE 2
C2.2 EXISTING SITE AND DEMOLITION PLAN (NORTH)3
C2.3 EXISTING SITE AND DEMOLITION PLAN (SOUTH)4
C3.1 OVERALL SITE PLAN 5
C3.2 SITE AND UTILITY PLAN (NORTH)6
C3.3 SITE AND UTILITY PLAN (SOUTH)7
C4.1 OVERALL GRADING PLAN 8
C4.2 GRADING PLAN (NORTHWEST)9
C4.3 GRADING PLAN (NORTHEAST)10
C4.4 GRADING PLAN (CENTRAL)11
C4.5 GRADING PLAN (SOUTH)12
C4.6 KENZI LANE PLAN AND PROFILE 13
C4.7 KURK DRIVE PLAN AND PROFILE 14
C4.8 LAST LOOP DRIVE PLAN AND PROFILE STA 0+00-6+00 15
C4.9 LAST LOOP DRIVE PLAN AND PROFILE STA 6+00-11+50 16
C4.10 BLACKWOOD ROAD PLAN AND PROFILE 17
C5.1 KENZI LANE SANITARY SEWER PLAN AND PROFILE 18
C5.2 LAST LOOP DR SANITARY SEWER PLAN AND PROFILE STA 100+00-104+00 19
C5.3 LAST LOOP DR SANITARY SEWER PLAN AND PROFILE STA 104+00-108+00 20
C5.4 LAST LOOP DR SANITARY SEWER PLAN AND PROFILE STA 108+00-112+25 21
C5.5 SOUTH 23RD AVE SANITARY SEWER PLAN AND PROFILE STA 100+00-103+00 22
C5.6 SOUTH 23RD AVE SANITARY SEWER PLAN AND PROFILE STA 103+00-106+25 23
C6.1 KENZI LANE WATER MAIN PLAN AND PROFILE 24
C7.1 NORTH POND GRADING PLAN 25
C7.2 KURK DRIVE POND GRADING PLAN 26
C7.3 SOUTH POND GRADING PLAN 27
C8.1 CONSTRUCTION DETAILS 28
C8.2 CONSTRUCTION DETAILS 29
C8.3 CONSTRUCTION DETAILS 30
E1.1 ELECTRICAL SITE PLAN 31
E1.2 ELECTRICAL SITE PLAN 32
E1.3 ELECTRICAL SITE PLAN 33
E1.4 ELECTRICAL WIRING DIAGRAM 34
E1.5 ELECTRICAL DETAILS 35
E1.6 ELECTRICAL DETAILS 36
E1.7 ELECTRICAL DETAILS 37
E1.8 LUMINAIRE CUT SHEETS 38
CATCH CURB
SPILL CURB
TRANSITION FROM CATCH
TAPER CURB HEAD 3'
TO SPILL CURB
GRADING PLAN
EW = 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 DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLEGEND, NOTES, AND ABBREVIATIONSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC1.2 RPE05021_29_COVER_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
TOP OF CURB - 0.62' = LIP
TOP OF CURB - 0.57' = FLOWLINESPILL CURB
TOP OF CURB - 0.46' = LIP
TOP OF CURB - 0.51' = FLOWLINECATCH CURB
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
CP#3
CP#4
CP#2
CP#1
PROJECT DATUM: LOW DISTORTION PROJECTION
COORDINATE SYSTEM (LDP MT83-BOZ-IF) NORTH
AMERICAN DATUM OF 1983
SURVEYED: 01/30/24 BY: SANBELL
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONOVERALL EXISTING SITEMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC2.1 RPE05021_29_EXISTING_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 100
SCALE: 1" = 100'
20050100
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONEXISTING SITE AND DEMOLITION PLAN (NORTH)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC2.2 RPE05021_29_EX_DEMO_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 50
SCALE: 1" = 50'
1002550
SITE DEMOLITION NOTES:
1.ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE
APPROXIMATE AND THE PROJECT DRAWINGS MAY NOT INCLUDE ALL EXISTING
FEATURES WITHIN THE PROJECT BOUNDARIES. THE CONTRACTOR SHALL THOROUGHLY
REVIEW THE SITE PRIOR TO BIDDING AND CONSTRUCTION TO BECOME FAMILIAR WITH
THE EXISTING SITE FEATURES AND CONDITIONS. IF DISCREPANCIES ARE FOUND
BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THE CONTRACTOR SHALL
CONTACT THE PROJECT ENGINEER FOR CLARIFICATION.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL
PERMITS NECESSARY TO COMPLETE THE PROPOSED WORK INCLUDING DEMOLITION,
RIGHT-OF-WAY AND ENVIRONMENTAL PERMITS.
3.ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BE
COORDINATED WITH THE APPLICABLE UTILITY PROVIDERS AND PERFORMED IN
ACCORDANCE TO THEIR RESPECTIVE STANDARDS AND SPECIFICATIONS.
4.ALL EXISTING ASPHALT, CONCRETE AND OTHER EXISTING FACULTIES WITHIN THE
“DEMO AREA” TO BE REMOVED AND PROPERLY DISPOSED IN ACCORDANCE TO ALL
FEDERAL, STATE AND LOCAL REGULATIONS.
5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER,
PUBLIC SIDEWALK AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY TO BE
RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINES SHALL BE
SAW CUT TO PROVIDE FLUSH TRANSITION AND SEALED.
6.ALL EXISTING UNDERGROUND SERVICE STUBS WHICH ARE NOT UTILIZED FOR THE
PROPOSED LOTS SHALL BE REMOVED AND PLUGGED BACK TO THE EXISTING MAIN. ANY
EXISTING PIPING WITHIN THE PROPOSED LOT AREAS SHALL BE REMOVED & DISPOSED.
7.ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND
COMPACTED IN A CONTROLLED MANNER PER THE PROJECT GEOTECHNICAL
REQUIREMENTS. SEE REQUIREMENTS IN THE GEOTECHNICAL REPORT.
8.ALL UTILITY JUNCTION BOXES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.ALL TREES AND SHRUBS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONEXISTING SITE AND DEMOLITION PLAN (SOUTH)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC2.3 RPE05021_29_EX_DEMO_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 50
SCALE: 1" = 50'
1002550
SITE DEMOLITION NOTES:
1.ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE
APPROXIMATE AND THE PROJECT DRAWINGS MAY NOT INCLUDE ALL EXISTING
FEATURES WITHIN THE PROJECT BOUNDARIES. THE CONTRACTOR SHALL THOROUGHLY
REVIEW THE SITE PRIOR TO BIDDING AND CONSTRUCTION TO BECOME FAMILIAR WITH
THE EXISTING SITE FEATURES AND CONDITIONS. IF DISCREPANCIES ARE FOUND
BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THE CONTRACTOR SHALL
CONTACT THE PROJECT ENGINEER FOR CLARIFICATION.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL
PERMITS NECESSARY TO COMPLETE THE PROPOSED WORK INCLUDING DEMOLITION,
RIGHT-OF-WAY AND ENVIRONMENTAL PERMITS.
3.ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BE
COORDINATED WITH THE APPLICABLE UTILITY PROVIDERS AND PERFORMED IN
ACCORDANCE TO THEIR RESPECTIVE STANDARDS AND SPECIFICATIONS.
4.ALL EXISTING ASPHALT, CONCRETE AND OTHER EXISTING FACULTIES WITHIN THE
“DEMO AREA” TO BE REMOVED AND PROPERLY DISPOSED IN ACCORDANCE TO ALL
FEDERAL, STATE AND LOCAL REGULATIONS.
5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER,
PUBLIC SIDEWALK AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY TO BE
RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINES SHALL BE
SAW CUT TO PROVIDE FLUSH TRANSITION AND SEALED.
6.ALL EXISTING UNDERGROUND SERVICE STUBS WHICH ARE NOT UTILIZED FOR THE
PROPOSED LOTS SHALL BE REMOVED AND PLUGGED BACK TO THE EXISTING MAIN. ANY
EXISTING PIPING WITHIN THE PROPOSED LOT AREAS SHALL BE REMOVED & DISPOSED.
7.ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND
COMPACTED IN A CONTROLLED MANNER PER THE PROJECT GEOTECHNICAL
REQUIREMENTS. SEE REQUIREMENTS IN THE GEOTECHNICAL REPORT.
8.ALL UTILITY JUNCTION BOXES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.ALL TREES AND SHRUBS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONOVERALL SITE PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC3.1 RPE05021_29_OVERALL_SITE.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 100
SCALE: 1" = 100'
20050100
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONSITE AND UTILITY PLAN (NORTH)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC3.2 RPE05021_29_SITE_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 50
SCALE: 1" = 50'
1002550
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
IMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISION
SITE AND UTILITY PLAN (SOUTH)
MEADOW BRIDGE SUBDIVISION
PROVIDING STREET, PEDESTRIAN, AND UTILITY
BOZEMAN, MTC3.3RPE
05021_29_SITE_PROD.DWG
CS
07/17/2025 ISSUED FOR CONSTRUCTION
08/21/2025
09/25/2025
09/13/2025
01/06/2025
-
-
STORMWATER OUTFALL REV
ELECTRIC AND GAS UPDATES
BRIDGE UPDATES
BLACKWOOD GUARDRAIL
-
-
--
05021.29050SCALE: 1" = 50'1002550
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONOVERALL GRADING PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.1 RPE05021_29_OVERALL_GRADING.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 100
SCALE: 1" = 100'
20050100
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONGRADING PLAN (NORTHWEST)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.2 RPE05021_29_GRADING_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 30
SCALE: 1" = 30'
601530
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONGRADING PLAN (NORTHEAST)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.3 RPE05021_29_GRADING_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 30
SCALE: 1" = 30'
601530
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONGRADING PLAN (CENTRAL)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.4 RPE05021_29_GRADING_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 30
SCALE: 1" = 30'
601530
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONGRADING PLAN (SOUTH)MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.5 RPE05021_29_GRADING_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 30
SCALE: 1" = 30'
601530
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONKENZI LANE PLAN AND PROFILEMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.6 RPE05021_29_STREET_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONKURK DRIVE PLAN AND PROFILEMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.7 RPE05021_29_STREET_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLAST LOOP DRIVE PLAN AND PROFILE STA 0+00-6+00MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.8 RPE05021_29_STREET_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLAST LOOP DRIVE PLAN AND PROFILE STA 6+00-11+50MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.9 RPE05021_29_STREET_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONBLACKWOOD ROAD PLAN AND PROFILEMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC4.10 RPE05021_29_STREET_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONKENZI LANE SANITARY SEWER PLAN AND PROFILEMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC5.1 RPE05021_29_SANITARY_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLAST LOOP DR SANITARY SEWER PLAN AND PROFILE STA 100+00-104+00MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC5.2 RPE05021_29_SANITARY_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLAST LOOP DR SANITARY SEWER PLAN AND PROFILE STA 104+00-108+00MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC5.3 RPE05021_29_SANITARY_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLAST LOOP DR SANITARY SEWER PLAN AND PROFILE STA 108+00-112+25MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC5.4 RPE05021_29_SANITARY_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONSOUTH 23RD AVE SANITARY SEWER PLAN AND PROFILE STA 100+00-103+00MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC5.5 RPE05021_29_SANITARY_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONSOUTH 23RD AVE SANITARY SEWER PLAN AND PROFILE STA 103+00-106+25MEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC5.6 RPE05021_29_SANITARY_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONKENZI LANE WATER MAIN PLAN AND PROFILEMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC6.1 RPE05021_29_WATER_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
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 MAIN AND DOMESTIC SERVICES.
6.CONTRACTOR SHALL INSTALL MAIN 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 TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH BACKFILL AND
RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C8.2.
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.
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONNORTH POND GRADING PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC7.1 RPE05021_29_STORM_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 20
SCALE: 1" = 20'
401020
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONKURK DRIVE POND GRADING PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC7.2 RPE05021_29_STORM_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 20
SCALE: 1" = 20'
401020
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONSOUTH POND GRADING PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC7.3 RPE05021_29_STORM_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.290 20
SCALE: 1" = 20'
401020
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONCONSTRUCTION DETAILSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC8.1 RPE05021_29_DETAILS.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29STANDARD
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"
(REF. OUTLET PIPE)
TOP VIEW
SIDE VIEW
6"
6"
INLET OPENING WITH GRATE-
SIZE AS REQUIRED
BOTTOM OF POND ELEV.
9" MIN
44" TYP.
24" SLOTTED MANHOLE
COVER WITH RING
TOP OF POND ELEV.
OUTLET PIPE-SIZE
AS REQUIRED
(12" MINIMUM)
TEE SET VERTICAL
SET INVERT AT BOTTOM OF
POND ELEV.
0.5%(MIN)
ORIFICE-SIZE
AS REQUIRED
FINISHED GRADE/TOP
OF POND ELEVATION
NOTE:
1.THIS DETAIL IS FOR ILLUSTRATIVE PURPOSES. OUTLET
CONTROL STRUCTURES SHALL BE DESIGNED TO MEET
SPECIFIC PROJECT REQUIREMENTS AND CONTROL
OUTFLOWS IN ACCORDANCE WITH CITY OF BOZEMAN
DESIGN AND CONSTRUCTION STANDARDS.
DETENTION POND OUTLET
CONTROL STRUCTURE
NO. 02720-12
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONCONSTRUCTION DETAILSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC8.2 RPE05021_29_DETAILS.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29PRECAST 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
GREEN STEEL POST
AT END OF SERVICE
PROPERTY LINE OR
EASEMENT LINE
5' SIDEWALK (TYP.)GROUND SURFACE
5 12'BOULEVARD (TYP.)
STREET SURFACE
2" X 2" WOOD
MARKER
PLUG
INLINE WYE FITTING FOR NEW
INSTALLATIONS. SADDLE FITTINGS
ALLOWED FOR EXISTING INSTALLATIONS
ONLY UPON APPROVAL OF CITY OF
BOZEMAN SEWER DEPARTMENT.
SEWER MAIN
45° ELBOW
SERVICE LINE. SLOPE = 1/4" PER
FOOT MIN., 1/2" PER FOOT MAX.
4'
COMPACTED BACKFILL 2.5'
(SEE SPECS)
1'
(TYP)
11.5'
(TYP)8'
SERVICE INVERT NO
LOWER THAN SPRING
LINE OF SEWER MAIN
FOR WYE FITTINGS.
NOTE:
1.IF DEPTH OF COVER AT STUB END WILL EXCEED
6.5' FOLLOW STANDARD DRAWING NO. 02730-3.
SANITARY SEWER
SERVICE LINE
NO. 02730-2
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
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
GENERAL NOTES:
1.APPROACH WILL BE PLACED MONOLITHICALLY.
2.TAPERS SHALL BE 5' IN LENGTH MINIMUM.
3.JOINTS MAY VERY DEPENDING UPON WIDTH OF APPROACH
AND WALK. JOINTS IN THE FLOWLINE ARE TO BE AVOIDED,
BUT IF NECESSARY FLOWLINE JOINT SHALL BE SEALED WITH
AN APPROVED JOINT SEALER.
4.BOULEVARDS THAT EXCEED 12' IN DEPTH REQUIRE A
TRANSVERSE JOINT.
INVERT
2" MIN
4.5" MAX
C-LINE
0.5" LIP
OPTIONAL BOTTOM OF CONCRETE
CENTER LINE OF ALLEY
(FLOW LINE)
1.5% SLOPE
SECTION A - A
KEY NOTES:
PREFERRED CROSS SLOPE IS 1.5%,
MAXIMUM CROSS SLOPE IS 2%.
INVERTED ALLEY APPROACH AS REQUIRED
FOR DRAINAGE. 2" MINIMUM, 4.5" MAXIMUM.
1
1
CONT
R
A
C
TI
O
N
JOIN
T
CONT
R
A
C
TI
O
N
JOIN
T
1.5%
S
L
O
P
E
PROPERTY
LINE
VARI
E
S
EXPANSION
JOINT
5'-0
"
5'-0
"
NO JOINT
NO JOINT
1'-0"
6"
6"
5' SID
E
W
A
L
K
(
T
Y
P)
SLOP
E
1.
5
%
(
1:
6
6
.
7)
1
A
A
2
VA
R
I
E
S
AL
L
E
Y
A
P
P
R
O
A
C
H
5' -
0
"
M
I
N
TR
A
N
S
I
T
I
O
N
5' -
0
"
M
I
N
TR
A
N
S
I
T
I
O
N
5.5' B
O
U
L
E
V
A
R
D
2
C-LINE
C-LIN
E
1
ALLEY APPROACH, WITH
BOULEVARD
NO. 02529-7A
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
24"
60" TYP.
ROADWAY GRADE
ROADWAYLC
SIGN POST FOUNDATION AS
PER STANDARD DRAWING
09810-1
2" PERFORATED SQUARE
TUBE POST (TELSPAR OR
APPROVED EQUAL)
18" DIAMOND BLACK PANEL WITH 9 RED
REFLECTORS, 3" MIN. SIZE - NUMBER OF
PANELS AS REQUIRED BY THE DIRECTOR OF
PUBLIC SERVICE
48" MIN.
24"
NOTES:
1.SIGN BLANKS SHALL BE CONSTRUCTION GRADE
ALUMINUM, 0.08 INCH THICK, WITH ENGINEER GRADE
REFLECTIVE SHEETING.
DEAD END
BARRICADE DETAIL
NO. 09810-2
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONCONSTRUCTION DETAILSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTC8.3 RPE05021_29_DETAILS.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29A
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 DRAWINGBTEE3BMIN.A
TEE (Plugged)BEND
REDUCER
UNDISTURBED EARTH
STANDARD DIMENSIONS FOR THRUST BLOCKING
FITTING
SIZES
TEES AND PLUGS 90° BEND 45° BEND & WYES REDUCERS & 22.5°
BEND
A B A B A B A B
4"2'-1"1'-9"2'-6"2'-1"1'-10"1'-6"1'-4"1'-1"
6"3'-0"2'-6"3'-7"2'-12"2'-8"2'-2"1'-11"1'-7"
8"3'-11"3'-4"4'-8"3'-11"3'-5"2'-11"2'-6"2'-1"
10"4'-10"4'-1"5'-9"4'-10"4'-3"3'-6"3'-0"2'-6"
12"5'-9"4'-10"6'-10"5'-9"5'-0"4'-3"3'-7"3'-0"
14"6'-8"5'-7"7'-11"6'-8"5'-10"4'-11"4'-2"3'-6"
METRIC DIMENSIONS FOR THRUST BLOCKING
FITTING
SIZES
TEES AND PLUGS
10cm 0.6 0.5 0.8 0.6 0.6 0.5 0.4 0.3
15cm 0.9 0.8 1.1 0.9 0.8 0.7 0.6 0.5
20cm 1.2 1.0 1.4 1.2 1.1 0.9 0.8 0.6
25cm 1.5 1.2 1.8 1.5 1.3 1.1 0.9 0.8
30cm 1.8 1.5 2.1 1.7 1.5 1.3 1.1 0.9
36cm 2.0 1.7 2.4 2.0 1.8 1.5 1.3 1.1
NOTES:
1.THESE TABLES ARE BASED ON 200 PSI (1,380 kpa) MAIN PRESSURE AND 2,000 PSF (9,800 kg/m2) SOIL BEARING PRESSURE.
2.WRAP ALL FITTINGS WITH POLYETHYLENE.
90° BEND 45° BEND & WYES REDUCERS & 22.5°
BEND
A B A B A B A B
THRUST BLOCKING FOR
WATER MAIN FITTINGS
NO. 02660-1
10/2024
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
SCHOOL CROSSING OR
UNCONTROLLED CROSSING
YIELD LINE
SPACE BARS TO BE SEE NOTE 3
OUT OF WHEEL PATHS
8' TYPICAL
2' MIN. 3.5' MAX
2'
1'
NOTES:
1.THE LOCATION OF THE CROSSWALK LINES
ARE DEPENDENT UPON LOCATION OF THE
SIDEWALKS.
2.USE YIELD LINE FOR UNCONTROLLED
CROSSINGS, STOP LINE FOR CONTROLLED
CROSSINGS.
3.4' MINIMUM FOR SINGLE LANE
APPROACHES. FOR MULTI-LANE
APPROACHES, SEE MUTCD SEC 3B-16.4' MIN.3'
2'
SCALE:
NONE
CITY OF BOZEMAN
STANDARD DRAWING
TYPICAL PAVEMENT MARKINGS,
TYPE B CROSSINGS
NO. 02581-2
10/2024
REBAR ANCHOR
CONCRETE
ANCHORS
6"
"B""A"
"C""C"
THRUST BLOCK DIMENSIONS
ANCHOR
ROD
SIZE
VALVE
SIZE
100 PSI 150 PSI 200 PSI 250 PSI 300 PSI
"A""B""C""A""B""C""A""B""C""A""B""C""A""B""C"
1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"
1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"
1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"
1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"
1 1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"
1 1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"
1 3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"
NOTES:
1.PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM.
2.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE
ENGINEER. MEGALUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.
THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.
3.COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.
THRUST BLOCKING FOR
WATER MAIN VALVES
NO. 02660-3
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.
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
SIDEWALK CHASE SIZING
SIDEWALK
CHASE BOULEVARD WIDTH (FT)h (FT) @ 1.5% MIN. SLOPE w (FT) (0.5' MIN.)
POND 5B 7.5'1.0 1.25
POND 6A 7.5'1.0 2.00
POND 6B 6.5'1.0 2.00
0 100
SCALE: 1" = 100'
20050100L4L5
L3
L2
L1
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL SITE PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.1 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
L1
L2
L3
0 30
SCALE: 1" = 30'
601530
CONDUIT & WIRE SCHEDULE
A
B FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL SITE PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.2 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
L4 L5
0 20
SCALE: 1" = 20'
401020
CONDUIT & WIRE SCHEDULE
A
B
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL SITE PLANMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.3 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
AWG NO.2
SERVICE
120/240 VOLT
GROUND ROD
BARE AWG NO.6
SERVICE RATED
200 AMP METER
MAIN
CIRCUIT BREAKER
20 AMP,2 POLE,
SINGLE THROW
MAIN DISCONNECT
200 AMP
AWG NO.14
AWG NO.6
TO LUMINAIRESAWG NO.10 (120 V)
(120 V)
N.E.M.A.TYPE 3R
CABINET
AUTO-OFF-MANUAL
SWITCH
PHOTO-ELECTRIC
CONTROL
TO GROUND LUG
OF EACH POLE
AWG NO.8
20 AMP CONTACTOR
2 POLE,SINGLE THROW
LIGHTNING
ARRESTOR
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL WIRING DIAGRAMMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.4 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
··
··
··
·· FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL DETAILSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.5 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL DETAILSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.6 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONELECTRICAL DETAILSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.7 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONIMPROVEMENTS FOR MEADOW BRIDGE SUBDIVISIONLUMINAIRE CUT SHEETSMEADOW BRIDGE SUBDIVISIONPROVIDING STREET, PEDESTRIAN, AND UTILITYBOZEMAN, MTE1.8 RPE05021_29_ELEC_PROD.DWGCS07/17/2025ISSUED FOR CONSTRUCTION08/21/202509/25/202509/13/202501/07/2026--STORMWATER OUTFALL REVELECTRIC AND GAS UPDATESBRIDGE UPDATESRECORD DRAWINGS----05021.29