HomeMy WebLinkAbout003_C2.1_ExistingSiteAndDemolitionPlanCP#201
CP#202CP#203
CP#204
CP#205 CP#206
CP#207
CP#208
PROJECT DATUM: LOW DISTORTION PROJECTION
COORDINATE SYSTEM (LDP MT83-BOZ-IF) NORTH
AMERICAN DATUM OF 1983
SURVEYED: 05/29/24 BY: SANDERSON STEWART
PROJECT SURVEY CONTROL (LDP)
POINT #
200
201
202
203
204
205
206
207
208
NORTHING (IFT)
123796.30
123593.68
123576.62
123575.42
123441.70
123434.51
123436.58
123444.96
123513.77
EASTING (IFT)
384331.08
384268.28
384190.05
384103.82
384102.70
384188.34
384326.15
384072.72
383946.75
ELEVATION (USSF)
4763.24
4764.19
4764.39
4765.42
4768.18
4768.36
4768.09
4768.40
4767.84
DESCRIPTION
PC /YPC 5653
PC /YPC 9518 26IN B.G.
PC /YPC 9518
PC /YPC 9518
PC /YPC 9518
PC /YPC 9518
PC / YPC BENT
PC /2AC 34822
PC /1BC 34822
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION906 N. ROUSE AVEEXISTING SITE AND DEMOLITION PLANALTOS PHOTONICSNORTHERN PACIFIC ADD., BLOCK 116, TRACT 24ABOZEMAN, MTC2.1 RPE24141_EXISTING_PROD.DWGCS10/04/2024SITE PLAN SUBMITTAL12/20/2024-----SITE PLAN SUBMITTAL-------24141.01 NORTH
0 20
SCALE: 1" = 20'
401020
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 AND MDT 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 REMOVED UNLESS OTHERWISE NOTED.