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Home My WebLink About007 - C100 - SITE PLANoh oh oh oh oh oh oh oh oh oh ohWSSEEEE ETTTTTFOFOFOFOTTTTTTTTEEX XSSDSDELot 3AMinor Subd iv is ion 503CCommon Open Space AMinor Subdivision 503CPublic Right-of-Way DedicationMinor Subdivision 503CKagy BoulevardWidth VariesSouth 19th Avenue Width Varies S 88°36'18" E 191.26' (R1)S 89°52'03" E 191.26' (M)S 28°49'39" E9.81' (C)S 27°33'54" E9.81' (R1)S 00°20'06" W 245.17' (M) S 01°33'21" W 245.27' (R1)S 89°44'45" W 126.63' (M)N 88°56'52" W 126.64' (R1)N 01°03'08" E 44.41' (R1) N 00°12'23" W 44.48' (M)S 89°44'40" W 81.63' (M)N 88°56'52" W 81.67' (R1)S 00°12'31" E20.80' (M)S 01°03'08" W20.83' (R1)S 89°45'28" W 33.87' (C)N 88°56'53" W 34.00' (R1)N 01°03'08" E 179.47' (R1)N 00°12'37" W 179.44' (C)S 88°56'52" E 48.50' (R1)N 89°47'23" E 48.50' (C)N 01°03'08" W 51.97' (R1)N 00°12'37" W 51.97' (C)Lot 2A-1Minor Subdivision 503CArea = 1.262 acres10' Public Utility EasementPer Minor Subdivision 50310' Public Utility Easement Per Minor Subdivision 503 30' Sewer and Water and Access EasementDocument No. 2471376 30' Easement perDocument No. 2471376Easement perDocument No. 2841657Middle Creek Ditch 24.00EXISTING STORM PONDEXISTING MIDDLE CREEK DITCH. COORDINATE WITH DITCH COMPANY FOR NEW CULVERT DDCOC O TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.SSHYDPROPOSED BUILDING15,057 SF4921.00 FFEEXISTING PAVEMENTTO REMAIN, TYP.EXISTING PAVEMENTTO REMAIN, TYP.ATMATMNIGHT DROP5'SIDEWALK5' SIDEWALK10'ESMT10' ESMT8.0010.505.0010.005.0010.5025.3124'5' SIDEWALK25.9730' EASEMENT40.0028.4940.0051.5418.007.5' SIDEWALK 5'SIDEWALK20' BUILD-TO 20'BUILD-TO5' SIDEWALK7.0018.00 24.00 18.00 9.009.505.0010.0020' FIRE LANEEXISTING SOLID WASTE ENCLOSURE TO REMAINSTEPSEXISTING IRRIGATION WELL.SEE IRRIGATION PLANS.1461251011128141339444115725106321131616161820172324262221251919121332713.50 23.008.0011.005.501.LIGHT-DUTY CONCRETE. SEE DETAIL 3/C400.2.REINFORCED CONCRETE. SEE DETAIL 5/C400.3.SNOWMELT CONCRETE. SEE DETAIL 6/C400.4.CITY CONCRETE TRAIL. SEE DETAIL 7/C401.5.INSTALL A.D.A. SIGNAGE. SEE DETAIL 2/C401.6.NEW A.D.A. STRIPING. SEE DETAIL 1/C401.7.SIDEWALK RAMPS. SEE DETAIL 7/C400.8.SITE LIGHTING. SEE ELECTRICAL PLANS.9.CONCRETE CONTRACTION AND EXPANSION JOINTS. SEE DETAIL 4/C400.10.PARALLEL PEDESTRIAN RAMP. SEE DETAIL 8/C40011.PARKING STALL (9'X20').12.PARKING STALL (9'X18').13.BOLLARDS. SEE DETAIL 3/C401.14.NEW CURB AND GUTTER. SEE DETAIL 6/C401.15.PROPOSED UNDERGROUND INFILTRATION SYSTEM EXTENTS.16.APPROX. EXTENT OF NEW ASPHALT. SEE DETAIL 1/C400.17.BIKE PARKING - 12 SPACES. 2'X6' SPACING.18.EXISTING CURB TO REMAIN.19.EXISTING TREES TO REMAIN.20.TELLER LANE ISLANDS.21.EXISTING APPROACH TO REMAIN FOR SHARED ACCESS.22.COMPACT PARKING STALL (8'X18') INSTALL SIGNAGE. SEE DETAIL 4/C401.23.COLUMN, TYP.24.ROOF LINE.25.EXISTING PARKING STALLS.26.EXISTING CITY SIDEWALK TO REMAIN.27.SHARED PATHWAY SIGN. SEE DETAIL 9/C400.KEY NOTES©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |BOZEMAN BRANCH WHITEFISH CREDIT UNION2026SITE PLAN SUBMITTAL 04.30.2026WFCU_BOZ07.29.2026 CITY COMMENTS #17/29/2026 12:50 PM | L:\WFCU_BOZ\BIMCAD\Civil\Sheets\WFCU_BOZ_C100.dwgC100SITE PLANMIRANDAMIRANDASCHLEGEL1C100SITE PLAN0102040SCALE: 1" = 20'NORTHCONSTRUCTION NOTES1.THE CONTRACTOR SHALL REFER TO BUILDING PLANS FOR LOCATION AND DIMENSIONS OFSLOPED PAVING, EXIT PORCHES, TRUCK DOCKS, BUILDING DIMENSIONS, BUILDINGENTRANCE LOCATIONS, TOTAL NUMBER, LOCATIONS AND SIZES OF ROOF DOWNSPOUTS.2.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUALON UNIFORM CONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THEPLANS.3.ALL CURB RADII SHOWN ARE TO FACE OF CURB.4.ALL PAVING DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISENOTED.5.ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL.6.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT.7.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE ANDALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED.8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTINGIMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THANEXISTING CONDITIONS.9.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECTSPECIFICATIONS.PAVING NOTES1.PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.2.PAVEMENT SECTION RECOMMENDATIONS WERE TAKEN FROM THE GEOTECHNICAL REPORT.