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C3.0SITE AND UTILITY PLANissue date
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08.17.21 FIRST SECURITY BANKGLACIER BANCORP4TH SP SUBMITTAL 08.17.21
4TH SP
SUBMITTAL
LOT AREA: 1.449 ACRES
LEGAL DESCRIPTION: LOT 13, GALLATIN CENTER SUB. PH4 PLAT J-423
ZONING: B-2
1 SPACE PER 300 SQ. FT OF GROSS FLOOR AREA
5,100SQ. FT. / 300SF+5,100SQ. FT./250SF+2*3 LANES = 43 SPACES
PARKING CALC:
REQUIRED:
42 STANDARD + 2 ADA ACCESSIBLE = 44 SPACES
PROPOSED:
GENERAL NOTES:
1.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.
2.EXISTING UNDERGROUND INSTALLATIONS AND 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.
3.UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE
CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE IS 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.
4.ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY.
5.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO COMMENCING ANY WORK.
6.THE CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
SANITARY SEWER:
7.UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE 4" SDR 26 PVC INSTALLED PER C.O.B. STANDARD
DRAWING NUMBER 02730-2.
8.UTILITY TRENCHES PER C.O.B. STANDARD DRAWING NUMBER 02221-1.
WATER:
9.USE JOINT RESTRAINT AT ALL FITTINGS AND VALVES AS SPECIFIED IN RESTRAINT TABLES.
10.UNLESS OTHERWISE SPECIFIED, ALL WATER SERVICES ARE ARE TO BE 2" TYPE K COPPER PIPE INSTALLED PER C.O.B.
STANDARD DRAWING NUMBER 02660-6.
11.INSTALL IN TRENCH PER C.O.B. STANDARD DRAWING NUMBER 02221-1.
STORM SEWER:
12.STORM SEWER MANHOLES SHALL BE INSTALLED PER C.O.B. STANDARD DRAWING NUMBER 02720-3 WHEN THE DISTANCE
FROM THE RIM TO THE LOWEST INVERT IS GREATER THAN OR EQUAL TO SIX FEET. INSTALL PER C.O.B. STANDARD DRAWING
NUMBER 02720-4, WHEN THIS DISTANCE IS LESS THAN SIX FEET.
13.24"x36" INLETS SHALL BE INSTALLED PER C.O.B. STANDARD DRAWING NUMBER 02720-1A
FIBER OPTIC
GAS PIPELINE
SANITARY SEWER
STORM DRAIN
TELEVISION/CABLE
WATER
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
EXISTING
WATER VALVE
FIRE HYDRANT
LEGEND
SANITARY SEWER MANHOLE
FOUND CORNER MONUMENT AS NOTED
EASEMENT
LOT LINE
SIGN
PROPOSED
UNDERGROUND POWER
ASPHALT
CONCRETE
LIGHT POLE
12,056 SQ. FT. / 1 STALL/1000SF = 12 BIKE SPACES
12 BIKE SPACES
1 SPACE PER 250 SQ. FT OF GROSS FLOOR AREA
2 SPACES PER DRIVE THROUGH LANE
SITE DATA
REQUIRED PROVIDED (MIN)
FRONT BUILDING SETBACK 10FT ±90FT
SIDE BUILDING SETBACK 8FT ±8FT
REAR BUILDING SETBACK 10FT ±80FT
LOT COVERAGE 100%±10%
DRIVE THROUGH LANE DIMENSIONS
LANE REQUIRED (MIN)PROVIDED
LANE 1 108FT 160FT
LANE 2 108FT 145FT
LANE 3 108FT 120FT
LENGTHS ARE MEASURED FROM THE SOUTH END OF THE
CURB ISLAND TO THE END OF THE PROPOSED STRIPING
ALONG THE CENTERLINE OF EACH LANE
SNOW STORAGE AREA