HomeMy WebLinkAbout003_C2.1_OverallExistingConditions&DemolitionPlanPROJECT SURVEY CONTROL
Point #
1
3
21
23
29
41
42
43
44
45
Northing
10858.94
10783.31
10538.56
11269.58
10511.80
11795.87
11596.81
11450.70
10711.76
11596.99
Easting
9842.57
10460.22
9887.59
10126.73
10247.29
10450.99
10528.03
10949.91
9851.88
10664.10
Elevation
4911.77
4914.09
4919.58
4899.15
4918.13
4875.49
4889.91
4888.67
4912.16
4892.95
Description
CP SPIKE
CP SPIKE
CP SPIKE
CP SPIKE
CP SPIKE
CP SPIKE
CP /SPIKE
CP /SPIKE
CP /SPIKE
CP /SPIKE
CP#42 CP#45
CP#44
CP#43
CP#41
CP#29
CP#1
CP#3
CP#21
CP#23
PRELIMINARY - FOR REVIEWFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION915 HIGHLAND BOULEVARDOVERALL EXISTING CONDITIONS AND DEMOLITION PLANBOZEMAN HEALTHBOZEMAN, MTC2.1 RPE17095.16_EXISTING_PROD.DWGDME06/22/2026SITE PLAN SUBMITTAL--------------17095.160 80
SCALE: 1" = 80'
1604080
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 MATERIALS TO BE REMOVED AND PROPERLY DISPOSED IN ACCORDANCE TO
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT AND PAVEMENT MARKINGS TO
BE RESTORED IN ACCORDANCE WITH MTPWSS, 7TH EDITION, APRIL, 2021. ALL ASPHALT
MATCH LINES SHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION AND SEALED.
6.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.
7.ALL UTILITY JUNCTION BOXES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
8.ALL TREES AND SHRUBS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
PROJECT DATUM: LOW DISTORTION PROJECTION
COORDINATE SYSTEM (LDP MT83-BOZ-IF) NORTH
AMERICAN DATUM OF 1983.
SURVEYED: JANUARY 2026 BY: SANBELL
ENABLING SITE WORKP:\17095_16_Bozeman_Health_ED_&_BT_Expansion\CADD_C3D\PRODUCTION_DWG\17095.16_EXISTING_PROD.dwg, C2.1, 6/22/2026 1:02:11 PM, mbasile, 1:1