HomeMy WebLinkAbout013_C200-OverallGradingPlan8'VANHSS 30x52
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4907.950'
VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
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VITREOUS CHINATOILETDEVONSHIREK-3457
VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
VITREOUS CHINATOILETDEVONSHIREK-3457
VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VITREOUS CHINATOILETDEVONSHIREK-3457
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VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
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VIKRELLSHOWER STALLACCORD72240100
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
VITREOUS CHINATOILETDEVONSHIREK-3457
VIKRELLSHOWER STALLACCORD72240100
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VITREOUS CHINATOILETDEVONSHIREK-3457KITCHEN SINK FAUCETTOURNANTK-77515 KITCHEN SINK FAUCETTOURNANTK-77515 CCCCC4907.950'
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VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
VITREOUS CHINATOILETDEVONSHIREK-3457
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VITREOUS CHINATOILETDEVONSHIREK-3457
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VITREOUS CHINATOILETDEVONSHIREK-3457
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VIKRELLSHOWER STALLACCORD72240100
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VITREOUS CHINATOILETDEVONSHIREK-3457
4909
4910
4909 4908 49074906490949084910
4910
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49104910490949084907490549064907490
8
49094908
4910
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4910 4909 490849074906490649054907490849034904490549054906490749084909
49094910N88° 55' 43.33"W
690.431
S01° 26' 10.68"W274.054N88° 33' 49.32"W
676.752N01° 26' 10.68"E271.899N04° 16' 03.73"E276.635DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/24/2025 9:09 AMZ:\PROJECTS\ENCOMPASS\25008-EDMT-HIGHLANDS\CAD\HIGHLANDS_C200_OVERALL-GRADING-PLAN.DWG
DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION
REVISIONS
This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE:
PERMIT DATE:
IFC DATE:OVERALL GRADING PLANHIGHLANDS APARTMENTSC200 ZWGTMRBOZEMAN, MT25008_EDMT-HIGHLANDS10/24/2025
0 40
SCALE IN FEET
80
N
LEGEND
PROPERTY LINE - SUBJECT PARCEL(S)
PROPOSED CURB & GUTTER
PROPOSED 3' RETAINING WALL
PROPOSED LANDSCAPED AREA
PROPOSED ASPHALT PAVEMENT
PROPOSED LIGHT DUTY CONCRETE PAVEMENT
PROPOSED REGULAR DUTY CONCRETE PAVEMENT
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED STONE PAVERS
EXISTING MAJOR CONTOUR - 5' INTERVAL
EXISTING MINOR CONTOUR - 1' INTERVAL
PROPOSED MAJOR CONTOUR - 5' INTERVAL
PROPOSED MINOR CONTOUR - 1' INTERVAL
CONSTRUCTION NOTES
1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN
IMPLEMENTED.
2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT
BY ALLIED ENGINEERING DATED AUGUST 2022.
3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED
WITHOUT THE PRESENCE OF AUTHORIZATION OF THE OWNER'S
REPRESENTATIVE.
4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING
CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO
COMMENCING EARTH MOVING OPERATIONS. NOTIFY ENGINEER OF
ANY UNFORESEEN CONDITIONS.
5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND
EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION
IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.
6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.
7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE
NOTED.
8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE
LATEST STANDARDS OF OSHA DIRECTIVE OR ANY OTHER AGENCY
HAVING JURISDICTION FOR EXCAVATION AND TRENCHING.
9.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS
SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND
SPECIFICATIONS.
10.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811)
AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING
ACTIVITIES OR UTILITY EXCAVATIONS.
KEYNOTES
SEE C201
SEE C202
1
2
1 2
REMINGTON WAY SOUTH 23RD AVESOUTH 25TH AVE5966.19 TBC
SPOT GRADE
FEATURE
INDICATOR
SPOT GRADE
BW BOTTOM OF WALL
FG FINISHED GRADE
FL FLOW LINE
MEG MATCH EXISTING GRADE
RIM RIM ELEVATION
TA TOP OF ASPHALT
TB TOP OF BERM
TBC TOP BACK CURB
TC TOP OF CONCRETE
TW TOP OF WALL
1935
1934
1935
1934
10/24/2025
BUILDING A
95,970 SF
80 UNITS
BUILDING B
85,918 SF
69 UNITS