HomeMy WebLinkAboutPreliminary Storm Design Exhibit BAXTER DITCH
PROPOSED BARTER INV t 4705.00 EXISTING CHANNEL
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DITCH PIPE AND
CONTROL STRUCTURE J
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PROPOSEDSTORM
OVRFLOW WDNCOTTOOO
STORM OVERFLOW
PROPOSED PROPOSED- PROPOSED
COTTONWOOD
t•t4712.5D 50 t-±4712. RETENTON POND
OVERFLOW=*4713
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HORIZ SCALE IN FEET
5 2S 0 5 10
BAXTER LANE VERT.SCALE IN FEET
4735 - - - - 4735
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473D - - -- - - — - - 4730
VPI STA-14+33,35
V_PI_ELEV=4714.66 1
K=2D0.00
`.. .. -._ .. . HP STA 14+48.08--
4725 4725
EXISTING
m BAXTER LANE
4720ExISTING -- 4720
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4715
PROPOSED GROUND `.._> > -....._ _..... - j > -058Ye
AT ROAD CENTERLINE 1 --- ---- 47
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4710 ..
Q N N O
--- EXISTING GROUND v w a r -- -- ------ __ --- _-- -- - 47
AT ROAD CENTERLINE
ESTIMATED HGH - --- -- ---- - ------- - — — - -I ---- ------ --- -- - -- ' ------
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P 4705 —- I6TA-17+24.83 7---- OT�IA�T - - - --
ROAD 47t
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w 4700 4700
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i VERIFY SCALEI REVISIONS DRAWN BY: CGM PROJECT NUMBER
us NO. DESCRIPTION By i DATE NORTHWEST CROSSING SUBDIVISION 6787.002
THESE PRINTS MAY BE REDUCED. DSGN.BY: CPK
LINE BELOWMEASURES ONE INCH O 2880 Technology Blvd West
ON ORIGINAL DRAWL, Morrison Bozeman,MT 59718 APPR.BY: MEE PHASE2 SHEET NUMBER
f BOZEMAN MONTANA 1
Y 406.587.0721 DATE: 042022
MODIFY SCALE ACCORDINGLY! M a i e r e ® www.�,net Q.C.REVIEW DRAWING NUMBER
PRELIMINARY STORM DESIGN
engineers.surveyors.planners•scientists BY: SD-1
jE PLOTTED BY:COOPER KRAUSE ON AugM9l M COP✓—HTO MORR50NJAA—,2URz DATE: