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SCALE: 1" = 60'
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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 3:49:27 PMC4.0
OVERALL SITE AND UTILITY 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
UULC
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
3.PROPOSED BUILDING MUST BE 50' MINIMUM FROM EXISTING YELLOWSTONE PIPELINE.
4.PROPOSED GEOTHERMAL WELL PIPING MUST PASS UNDERNEATH THE EXISTING YELLOWSTONE PIPELINE(S) BY A MINIMUM OF
24 INCHES.
5.DURING INSTALLATION OF UNDERGROUND PIPELINES OR FACILITIES WITH DRILLING OR BORING TECHNOLOGY, AN
AUTHORIZED PERMITTOR REPRESENTATIVE SHALL HAVE THE RIGHT TO EVALUATE AND APPROVE THE DRILLING PLAN. FOR A
DRILLED CROSSING, PROVIDE AT LEAST 10 FT OF VERTICAL SEPARATION FOR CROSSINGS AND 15 FT FOR PARALLEL BORES
BETWEEN NEW AND BORE AND EXISTING PIPELINES. IN ADDITION, PHILLIPS 66 MAY REQUIRE PERMITTEE TO EXCAVATE AN
OBSERVATION HOLE PARALLEL TO AND APPROXIMATELY 5FT ON ONE OR BOTH SIDES OF PERMITTOR'S PIPELINE(S) EXTENDING
AT LEAST 1 FT BELOW THE PIPELINE OR BORE, WHICHEVER IS SHALLOWEST. THE OBSERVATION HOLES(S) ARE TO BE
MONITORED DURING BOTH THE PILOT BORE AND BACK REAMING.
6.PERMITTEE WILL REMOVE CUTTING TEETH FROM EXCAVATION EQUIPMENT BUCKET WHEN WITHIN 10 FEET OF PERMITTOR'S
PIPELINE(S). MECHANICAL EXCAVATION WILL CEASE, AND ONLY HAND EXCAVATION SHALL BE PERMITTED, WITHIN 18 INCHES
OF A CRUDE OIL OR PRODUCT PIPELINE AND WITHIN 24 INCHES OF A LINE CONTAINING HIGHLY VOLATILE LIQUIDS (HVL).
EXCAVATION WILL NOT BE ALLOWED TO CONTINUE UNTIL THE PERMITTOR'S PIPELINE, VALVES, AND/OR FITTINGS TOP AND
SIDES ARE VISIBLE TO THE SPOTTER. HOWEVER, PROCEED WITH EXTREME CAUTION WHEN WITHIN THREE (3) FEET OF THE
PIPE.
GEOTHERMAL PIPING NOTES:
1.GEOTHERMAL WATER PIPE SHALL BE PVC C900 DR 14.
2.GEOTHERMAL WATER PIPE SHALL BE RESTRAINED AND CONSTRUCTED IN ACCORDANCE WITH THE MPWSS WATER LINE
SPECIFICATIONS.
3.SEE MECHANICAL AND GEOTHERMAL WELL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.