HomeMy WebLinkAboutBarnard Office HQ Infrastructure PlansVICINITY MAP
NORTH
PROJECT NO:
BARNARD CONSTRUCTION
BOZEMAN, MT 59715
101 EAST MAIN, STUDIO ONE
BOZEMAN, MT
PREPARED FOR:
BARNARD OFFICE HQ INFRASTRUCTURE PLANS
ROYAL WOLF WAY
22285 RECORD DRAWINGS C1.0
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
22285
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RECORD DRAWINGS
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04/28/25
ISSUE FOR CONSTRUCTION PR 0105/24/23
DE
22285_COVER_INFRASTRUCTURE.DWG
RPE
106 East Babcock, Suite L1 Bozeman, Montana 59715 406.522.9876 sandersonstewart.com
SITE
LAND USE MAP
ZONING MAP
1
2
3
4
5
6
SHEET TITLE
C1.0 COVER SHEET
C1.1 LEGEND AND ABBREVIATIONS
C2.0 EXISTING SITE AND DEMOLITION PLAN
C3.0 FIRE LINE PLAN AND PROFILE
C3.1 WATER SERVICE PLAN AND PROFILE
C3.2 FIRE HYDRANT PLAN AND PROFILE
C4.0 DETAILS
C4.1 DETAILS
7
8
P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_COVER_INFRASTRUCTURE.dwg, 24x36-COVER, 4/17/2025 9:33:19 AM, abelluscio, 1:1
RECORD DRAWINGSELECTRIC 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
ROOF DRAIN
SIGNAL POLE
EXISTING SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
CONIFEROUS TREE
DECIDUOUS TREE
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
WELL
YARD HYDRANT
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
EXISTING WATER REDUCER
GAS WELL
FOUND CORNER MONUMENT AS NOTED
SET CORNER MONUMENT, REBAR WITH CAP
BENCHMARK
SECTION QUARTER CORNER
SECTION CORNER
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
PROPOSED CATCH BASIN
PROPOSED WATER REDUCER
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED CURB STOP
PROPOSED SANITARY SEWER MANHOLE
PROPOSED STORM DRAIN MANHOLE
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
EXISTING MONUMENT BOX
PROPOSED MONUMENT BOX
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 6TH EDITION, APRIL, 2010, AND THE CITY OF
BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.
-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 - BARBWIRE
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 DESCRIPTION LEGEND AND ABBREVIATIONSBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC1.1 RPE22285_COVER_INFRASTRUCTURE.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 22285DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
FULL HEIGHT CATCH CURB
FULL HEIGHT SPILL CURB
TRANSITION FROM CATCH
TAPER CURB HEAD 3'
TO SPILL CURB TOP OF CURB - 0.58' = LIP
TOP OF CURB - 0.53' = FLOWLINESPILL CURB
TOP OF CURB - 0.38' = LIP
TOP OF CURB - 0.45' = FLOWLINECATCH CURB
THICKENED EDGE SIDEWALK
GRADING PLAN
P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_COVER_INFRASTRUCTURE.dwg, 24x36-LEGEND, 4/17/2025 9:33:20 AM, abelluscio, 1:1
PROJECT SURVEY CONTROL (LDP)
Point #
202
204
207
209
212
215
Northing (IFT)
138301.31
138118.90
138173.16
138709.36
139059.70
138684.57
Easting (IFT)
370174.94
370220.23
369843.21
369116.23
369526.85
369655.13
Elevation (USSF)
4600.20
4598.27
4603.69
4600.32
4597.37
4599.39
Description
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PROJECT DATUM: LOW DISTORTION PROJECTION
COORDINATE SYSTEM (LDP MT83-BOZ-IF) NORTH
AMERICAN DATUM OF 1983
SURVEYED: 10/10/22 BY: SANDERSON STEWART
RECORD DRAWINGSNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION EXISTING SITE AND DEMOLITION PLANBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC2.0 RPE22285_EX_INFRASTRUCTURE.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 222850 60
SCALE: 1" = 60'
1203060
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 BUILDING SHALL BE REMOVED
AND PLUGGED BACK TO THE EXISTING MAIN. ANY EXISTING PIPING WITHIN THE PROPOSED BUILDING AREA 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.
PHILLIPS 66 PIPELINE NOTES:
1.WARNING HIGH PRESSURE PIPELINE(S). NO EXCAVATION OR CONSTRUCTION IN THIS AREA WITHOUT ONE-CALL AND WITHOUT
CONTACTING PHILLIPS 66 PIPELINE LLC (P66PL) AT (406) 587-7060.
2.CONTRACTOR TO CONTACT YELLOWSTONE PIPELINE REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO ANY WORK NEAR OR
WITHIN THE EASEMENT. YELLOWSTONE PIPELINE REPRESENTATIVE MUST BE PRESENT ON-SITE DURING ALL EXCAVATION
ACTIVITIES WITHIN THE EASEMENT
P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_EX_INFRASTRUCTURE.dwg, 24x36-SITE, 4/17/2025 9:34:09 AM, abelluscio, 1:1
RECORD DRAWINGSNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION FIRE LINE PLAN AND PROFILEBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC3.0 RPE22285_FIRE LINE P&P.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 22285VERTICAL 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) 6TH EDITION,
APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.
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 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.P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_FIRE LINE P&P.dwg, 24x36-PnP_Fire, 4/17/2025 9:35:38 AM, abelluscio, 1:1
RECORD DRAWINGSNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION WATER SERVICE PLAN AND PROFILEBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC3.1 RPE22285_WATER LINE P&P.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 22285VERTICAL 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) 6TH EDITION,
APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.
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 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.P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_WATER LINE P&P.dwg, 24x36-PnP_Water, 4/17/2025 9:35:53 AM, abelluscio, 1:1
RECORD DRAWINGSNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION FIRE HYDRANT PLAN AND PROFILEBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC3.2 RPE22285_HYDRANT LINE P&P.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 22285VERTICAL 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) 6TH EDITION,
APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.
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 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.P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_HYDRANT LINE P&P.dwg, 24x36-PnP_Water, 4/17/2025 9:36:58 AM, abelluscio, 1:1
RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION DETAILSBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC4.0 RPE22285_DETAILS_INFRASTRUCTURE.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 22285P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_DETAILS_INFRASTRUCTURE.dwg, 24x36-DETAILS, 4/17/2025 9:37:40 AM, abelluscio, 1:1
RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION DETAILSBARNARD OFFICE HQ INFRASTRUCTURE PLANSROYAL WOLF WAYBOZEMAN, MTC4.1 RPE22285_DETAILS_INFRASTRUCTURE.DWGDE05/24/23ISSUE FOR CONSTRUCTION PR 0104/28/25------------ RECORD DRAWINGS------------ 22285P:\22285_Barnard_Office_HQ\CADD_C3D\PRODUCTION_DWG\INFRASTRUCTURE\22285_DETAILS_INFRASTRUCTURE.dwg, 24x36-DETAILS 2, 4/17/2025 9:37:48 AM, abelluscio, 1:1