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32'18'24'24'21'
18'15'10'109.5'18'25'13'TYP.9'TYP.R5'
R5'
R3'R120'R104'R71'R150'R216'20'24'24'R3'
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&
ENGINEERS
PLANNERS
SURVEYORS
DESIGNER
DRAWN
CHECKED
PROJ. NO.
DATE
SURVEYED
DESCRIPTIONDATEREVISION SHEET
OF
8/30/23 09:13 KYLE.DRUYVESTEIN F:\7350 TIDAL WAVE AUTO SPA, NORTH 19TH, BOZEMAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\4 - SITE PLAN.DWG;254
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DJ&A, P.C.
08/25/2023
7350
MR
KD
KD
SITE PLAN BOZEMAN, MT
TIDAL WAVE AUTO SPA NSCALE IN FEET
0 25 50
RAISED CONCRETE ISLAND WITH CURB AND GUTTER (450 SQ FT)
EAST VALL
E
Y
C
E
N
T
E
R
R
O
A
D NORTH 19TH
AVENUE
PROPERTY LINE, TYP.
FUTURE BUILDING FOOTPRINT, SEE ARCHITECTURAL SHEETS
DUMPSTER
ENCLOSURE , SEE
DETAIL 3 SHEET 12
PAY STRUCTURE, SEE DETAIL 2 SHEET 12
VAC HOUSE, SEE ARCHITECTURAL/STRUCTURAL SHEETS
CONCRETE SIDEWALK, SEE DETAIL 3 SHEET 14
VAC EQUIPMENT, TYP. SEE DETAIL 1 SHEET 12
CANOPY, TYP. SEE STRUCTURAL PLANS
PAVEMENT
MARKING/STRIPING,
TYP. SEE DETAIL 1
SHEET 13
ADA PARKING, SEE DETAIL 2 SHEET 13
L SHAPED CURB AND GUTTER , TYP. SEE DETAIL 1 SHEET 14
CONCRETE SECTION, TYP. SEE DETAIL 3 SHEET 13
30'R33'ROLLED CURB AND GUTTER, TYP. SEE DETAIL 2 SHEET 15
CONTINUATION OF EXISTING RIGHT TURN
LANE , SEE DETAIL 1 SHEET 16
CONTINUATION OF
CONCRETE CURB RETURN ,
SEE DETAIL 3 SHEET 14 AND
DETAIL 2 SHEET 17
ASPHALT TRAIL/PATHWAY,
SEE DETAIL 1, SHEET 17
CONCRETE ADA PEDESTRIAN ACCESS
RAMPS, TYP. SEE DETAIL 2, SHEET 17
CONTRACTOR TO SAWCUT AND TACK FOR
TIE TO EXISTING ASPHALT PATHWAY 8'8'GENERAL NOTES
1.CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF CIVIL-RELATED WORK.
2.UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT LIMITS.
3.CONTRACTOR TO SAW CUT, TACK AND JOIN BETWEEN
EXISTING AND PROPOSED ASPHALT SECTIONS.
4.PARKING LOT DIMENSIONS ARE TAKEN FROM FACE OF
CURB TO FACE OF CURB, RADII ARE TAKEN FROM FACE OF
CURB.
5.PARKING SPACE TOTAL AREAS:
5.1 EXISTING: 0 SPACES TOTAL = 0 SQ FT
5.2 PROPOSED: 6 SPACES TOTAL (2 ADA) = 171 SQ FT
6.BLOCK FRONTAGE STANDARD: GATEWAY
7.OPEN SPACE: 2% OF SITE AREA MUST BE OPEN SPACE
7.1 TOTAL SITE AREA = APPROX. 90,200 SQ FT
7.2 OPEN SPACE AREA = APPROX. 2100 SQ FT
8.APPROX. PERCENTAGE OF PARCEL:
8.1 PROPOSED BUILDINGS: 5%
8.2 DRIVEWAY AND PARKING AREAS: 35%
8.3 OPEN SPACE/LANDSCAPE AREAS: 60%
9.CONCRETE ISLAND AND ASPHALT ROADWAY ALONG EAST
VALLEY CENTER ROAD IS TO BE BUILT PER MDT
STANDARDS.
SAWCUT LINE FROM DEMOLITION,
NEW EDGE OF ASPHALT
CANOPY COLUMN, TYP. SEE STRUCTURAL PLANS
20' GREENWAY CORRIDOR
30' UTILITY EASEMENT, TYP.
50' GREENWAY CORRIDOR
8'6'
50.5'
30' UTILITY EASEMENT
LICENSE PLATE READERS, SEE ELECTRICAL SHEETS
19'
TYP.
OPEN SPACE, TYP.
PLOWABLE END SECTION, SEE GRADING SHEET
EXISTING ASPHALT PATHWAY
1' WIDE CURB CUT EVERY 50'
ALONG THE CURB NORTH EAST
RETENTION POND, SEE GRADING AND DRAINAGE SHEET
DRAINAGE SWALE, SEE GRADING AND
DRAINAGE SHEETS
PARK BENCH, SEE DETAIL 1
SHEET 19
PROJECT TRANSITIONS TO PRIVATE CONCRETE ROADWAY
AT ROW LINE, NO LONGER FOLLOWS MDT STANDARDS
RESTRIPE 6" SHOULDER
STRIPE PER MDT STANDARDS
3' WIDE ASPHALT TIE IN TO EXISTING
ROADWAY
SET BACKS:
BLOCK FRONTAGE: GATE WAY
ZONING: B-2
FRONT: 25'
REAR: 10'
SIDE: 5' (BUILDING) 8' (PARKING)
SECONDARY ACCESS THROUGH NEIGHBORING PARKING
LOT, CONTRACTOR TO PROVIDE SMOOTH TRANSITION/TIE
IN TO EXISTING
PLAZA AREA, SEE LA & ARCHITECT SHEETSREMOVABLE BOLLARDS,TYP. SEE DETAILS. INSTALL "NO
PARKING" SIGN (MUTCD R8-3) TO MIDDLE BOLLARD ON
EACH SIDE.
0.5' CURB CUT, TYP.
ADA PEDESTRIAN ACCESS RAMP, TYP.
INSTALL STOP SIGN, MUTCD R1-1
INSTALL STOP
SIGN, MUTCD R1-1