HomeMy WebLinkAbout003_C3.0_ExistitngSiteAndDemoPROJECT SURVEY CONTROL (LDP)
Point #
202
204
207
209
212
215
Northing (IFT)
138301.31
138118.90
138173.16
138709.36
139059.70
138684.57
Easting (IFT)
370174.94
370220.23
369843.21
369116.23
369526.85
369655.13
Elevation (USSF)
4600.20
4598.27
4603.69
4600.32
4597.37
4599.39
Description
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PC /OCR MORRISON MAIERLE 16411LS
PROJECT DATUM: LOW DISTORTION PROJECTION
COORDINATE SYSTEM (LDP MT83-BOZ-IF) NORTH
AMERICAN DATUM OF 1983
SURVEYED: 10/10/22 BY: SANDERSON STEWART
NORTH
0 60
SCALE: 1" = 60'
1203060
Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect
MEP Engineer
Landscape Architect
Civil Engineer
Seal
Project Number
Sanderson Stewart
106 East Babcock St.
Suite L1
Bozeman, MT 59715
T: 406-522-9876
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect
Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Sanderson Stewart
106 East Babcock St.
Suite L1
Bozeman, MT 59715
T: 406-522-9876
3/29/2023 3:49:16 PMC3.0
EXISTING SITE AND DEMOLITION PLAN
CS
RPE
RPE
21-723BARNARD OFFICE HQ
21-723
BOZEMAN, MT
ROYAL WOLF WAY01/25/23SITE PLAN SUBMITTAL
03/29/23SITE PLAN RESUBMITTAL
BARNARD CONSTRUCTION
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 ASPHALT, CONCRETE AND OTHER EXISTING FACULTIES WITHIN THE “DEMO AREA” TO BE REMOVED AND
PROPERLY DISPOSED IN ACCORDANCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS.
5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER, PUBLIC SIDEWALK AND PAVEMENT MARKINGS
WITHIN THE PUBLIC RIGHT-OF-WAY TO BE RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINES
SHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION AND SEALED.
6.ALL EXISTING UNDERGROUND SERVICE STUBS WHICH ARE NOT UTILIZED FOR THE PROPOSED BUILDING SHALL BE REMOVED
AND PLUGGED BACK TO THE EXISTING MAIN. ANY EXISTING PIPING WITHIN THE PROPOSED BUILDING AREA SHALL BE
REMOVED & DISPOSED.
7.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.
8.ALL UTILITY JUNCTION BOXES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.ALL TREES AND SHRUBS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. SEE TREE PROTECTION PLAN AND NOTES.
PHILLIPS 66 PIPELINE NOTES:
1.WARNING HIGH PRESSURE PIPELINE(S). NO EXCAVATION OR CONSTRUCTION IN THIS AREA WITHOUT ONE-CALL AND WITHOUT
CONTACTING PHILLIPS 66 PIPELINE LLC (P66PL) AT (406) 587-7060.
2.CONTRACTOR TO CONTACT YELLOWSTONE PIPELINE REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO ANY WORK NEAR OR
WITHIN THE EASEMENT. YELLOWSTONE PIPELINE REPRESENTATIVE MUST BE PRESENT ON-SITE DURING ALL EXCAVATION
ACTIVITIES WITHIN THE EASEMENT