Harris Financial - Concept PlanIR
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BUILDING
SETBACK
5.00' BUILDING
SETBACK
5.00' BUILDING
SETBACK
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BUILDING
SETBACK
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12-16-25
CGM
CMS
10 205100
SCALE IN FEET
1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED
APRIL 2021 (MPWSS); THE CITY OF KALISPELL STANDARDS FOR DESIGN AND
CONSTRUCTION; AND THE PROJECT SPECIFICATIONS.
2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER
CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,
OWNER, AND/OR ENGINEER.
3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS
APPROVED BY AGENCY AND/OR ENGINEER.
4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100FOR MORE
COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.
5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED
MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851
OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR
OWNER.
6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.
7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG
TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY
CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF
ONE-EIGHTH INCH (1/8").
8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S,
PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION
JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.
9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY
THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN
(AS REQUIRED).
10.CONCRETE SHALL BE CLASS M-4000.
11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE
OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH
CURB AND GUTTER SHALL BE SIX INCHES (6").
LEGEND
PROPOSED CONCRETE
(DETAIL 5 SHEET C6.0)
AREA TO BE PAVED
(DETAIL 4 SHEET C6.0)
PARKING PROVIDED
37 SPACES
= NUMBER OF PARKING SPACES IN ROW OR GROUPX
THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO
INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH
THE AMERICANS WITH DISABILITIES ACT.
KEY NOTES
ACCESSIBLE PARKING SPACES & SIGNAGE PER DETAIL 1 SHEET C5-0
INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH
(4") YELLOW PAINT AT THIRTY DEGREE (30°) ANGLE TO PARKING STALL SPACE
AT 2.50' ON-CENTER PER DETAIL 2 SHEET C5-0
TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS FOR DETAILS.
PEDESTRIAN ADA RAMP PER DETAIL 3 SHEET C5-0.
MONUMENT SIGN. SEE ARCHITECTURAL PLANS.
1
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EXISTING ASPHALT
Project Number:
Date:
Drawn By:
Checked By:
Revision Date:
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THESE PLANS AND SPECIFICATIONS
ARE THE SOLE PROPERTY OF
MONTANA CREATIVE
ARCHITECTURE AND DESIGN ANY
REPRODUCTION OR REUSE OF
THESE DOCUMENTS IS FORBIDDEN
WITHOUT WRITTEN PERMISSION
FROM MONTANA CREATIVE
ARCHITECTURE AND DESIGN
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MONTANA CREATIVE
ARCHITECTURE +DESIGN
158 RAILWAY ST.
WHITEFISH, MT 59937
406.862.8152
FAX# 406.862.8153
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REVISION SCHEDULE
#DESCRIPTION DATE
10
10
1 1
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PROPOSED BUILDING
4
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