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FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVEOVERALL EXISTING SITE AND DEMOLITION PLANSIMKINS-HALLIN TRACT 3-BNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC2.1 TP21363_01_EX_PROD.DWGCS/KA01/31/24SITE PLAN SUBMITTAL06/14/24-----SITE PLAN SUBMITTAL-------21363.01 NORTH
0 40
SCALE: 1" = 40'
802040
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.
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
PROJECT SURVEY CONTROL
POINT #NORTHING (IFT)EASTING (IFT)ELEVATION (USSF)DESCRIPTION
12 535348.737 1572307.414 4692.892 QC / FND1.5"ACR CE COR SEC 36 T1S R5E ILLEGIBLE
203 536105.280 1571464.819 4680.362 PC / FND5/8"YCR5606GASTON
206 535594.005 1571377.649 4685.556 PC / FND5/8"YCR5606GASTON
207 535379.950 1571341.062 4689.102 PC / FND5/8"YCR5606GASTON
PROJECT DATUM: LOCAL DATUM NAVD 88
SURVEYED: 11/21/22 BY: SANDERSON STEWART
P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\21363_01_EX_PROD.dwg, C2.1, 6/13/2024 8:36:35 AM, cschreiner, 1:1