HomeMy WebLinkAbout016_C210-OverallDrainagePlan8'
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CCCCC4907.950'
4909 4909490
8
4907490649054909
4910
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4910 4909491049094907490849064905
4909491049104909 490849074906DRAWING:Print Date:Copyright 2022, Graham Engineering LLC10/24/2025 9:14 AMZ:\PROJECTS\ENCOMPASS\25008-EDMT-HIGHLANDS\CAD\HIGHLANDS_C210_OVERALL-DRAINAGE-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 DRAINAGE PLANHIGHLANDS APARTMENTSC210 ZWGTMRBOZEMAN, MT25008_EDMT-HIGHLANDS10/24/2025
0 40
SCALE IN FEET
80
N
KEYNOTES
SEE C211
SEE C212
1
2
REMINGTON WAY SOUTH 23RD AVESOUTH 25TH AVELEGEND
1 2
CONSTRUCTION NOTES
1.STORMWATER PIPE AND FITTINGS SHALL BE PVC PER ASTM D3034 SDR-35.
PIPE SHALL BE BELL AND SPIGOT OF THE GASKET TYPE.
2.PROVIDE STORMWATER CLEANOUTS AT ALL SYMBOLS IN ACCORDANCE WITH
DETAIL 2/C404.
3.ALL STORMWATER TRENCHING AND BEDDING SHALL BE IN ACCORDANCE WITH
DETAIL 1/C404.
4.ALL DOWNSPOUT CONNECTIONS PER DETAIL 8/C402.
5.ALL PIPES CONNECTING DOWNSPOUTS TO COLLECTOR PIPES ARE TO BE 6" Ø
UNLESS OTHERWISE MARKED.
D
1935
1934
STST
PROPERTY LINE - SUBJECT PARCEL(S)
PROP. MAJOR CONTOUR - 5' INTERVAL
PROP. MINOR CONTOUR - 1' INTERVAL
PROP. STORMWATER PIPE
PROP. STORMWATER CURB INLET (SEE DETAIL 3/C404)
PROP. STORMWATER CURB INLET/MANHOLE (SEE
DETAIL 5/C404)
PROP. STORMWATER AREA INLET (SEE DETAIL 7/C404)
PROP. STORMWATER MANHOLE (SEE DETAIL 4/C404)
PROP. STORMWATER COMBINATION MANHOLE AND
AREA INLET (SEE DETAIL 6/C404)
PROP. STORMWATER CLEANOUT (SEE DETAIL 2/C404)
PROP. STORMWATER PIPE REDUCER
PROP. STORMWATER INFILTRATION BASIN (R-TANK)
R-TANK INSPECTION/MAINTENANCE PORT
10/24/2025
BUILDING A
95,970 SF
80 UNITS
BUILDING B
85,918 SF
69 UNITS