HomeMy WebLinkAbout004_C020-PH1E&SCPlan8'S01° 26' 10.68"W274.054N88° 55' 43.33"W
690.431
N01° 26' 10.68"E271.899N04° 16' 03.73"E276.635N88° 33' 49.32"W
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DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/24/2025 8:42 AMZ:\PROJECTS\ENCOMPASS\25008-EDMT-HIGHLANDS\CAD\HIGHLANDS_C020_PH1-E&SC-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:PH1 E&SC PLANHIGHLANDS APARTMENTSC020 ZWGTMRBOZEMAN, MT25008_EDMT-HIGHLANDS10/24/2025
0 40
SCALE IN FEET
80
N
EXISTING 10.00'
UTILITY EASEMENT
EXISTING 10.00'
UTILITY EASEMENT
EXISTING 10.00'
UTILITY EASEMENTEXISTING 10.00'
UTILITY EASEMENT EXISTING 26.00' SHARED
ACCESS EASEMENT
EXISTING 26.00' SHARED
ACCESS EASEMENT
TO BE ABANDONED
REMINGTON WAY SOUTH 23RD AVESOUTH 25TH AVELOT 1 | BLOCK 2 LOT 1 | BLOCK 2
LEGEND
1935
1935 EX. MAJOR CONTOUR - 5' INTERVAL
EX. MINOR CONTOUR - 1' INTERVAL
PROP. MAJOR CONTOUR - 5' INTERVAL
PROP. MINOR CONTOUR - 1' INTERVAL
LIMITS OF DISTURBANCE
SILT FENCE - SEE DETAIL 1/C022
GENERAL FLOW PATH
STABILIZED CONSTRUCTION ENTRANCE - SEE DETAIL 2/C022
SOIL STOCKPILE
MATERIALS HANDLING & EQUIPMENT STORAGE AREA
NOTES
KEYNOTES
CONCRETE WASHOUT - SEE DETAIL 3/C022
TRASH COLLECTION AREA
RESTROOM AREA
INLET PROTECTION REQUIRED - SEE DETAIL 4/C022
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2
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1.MAINTAIN/ESTABLISH GRASS ON AREAS NOT BEING AFFECTED BY
EARTHWORK ACTIVITIES - SEE LANDSCAPE PLANS.
2.MAINTAIN A MAX. 3:1 SLOPE ON ALL DISTURBED SLOPES.
3.FILL SOIL NEEDED FOR SITE MAY BE TAKEN FROM THE SOIL
BORROW AREA. FILL SOIL MUST MEET ALL REQUIREMENTS OF THE
GEOTECHNICAL REPORT.
4.AT CONCLUSION OF CONSTRUCTION, REMOVE ANY ACCUMULATED
SEDIMENT IN STORMWATER INLETS, CATCH BASIN, MANHOLE, DRY
DETENTION BASIN, AND FOREBAY.
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SILT FENCE
SILT FENCE
SILT FENCE