HomeMy WebLinkAbout005-C1.3_GradingandDrainagePlan_03102022HYDUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASUGPUGPUGPUGPUGPUGPUGPUGPUGPFOFOFOGASGASGASSEWSEW SEW SEW
SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW
WAT
WAT
WAT
WAT
WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWAT
ST
ST
ST STSTSTSTST ST ST ST ST ST ST ST ST STDDS
HYDSS459545954598459445954599459745964595-3.38%-3.
0
0
%-2.48%-0.98%-1.19%-2.87%-0.90%-1.84%-3.
0
0
%-2.35%-0.99%-1.
1
6
%-0.03%-1.44%-1.01%-2.
6
5
%-0.51%-1.62%-3.57%-3.
3
6
%
-2.
5
3
%
-1.
7
1
%-0.52%-0.56%-1.00%-1.08%-6
.47%
-9.48
%-2.27%-3.
8
0
%
-3.00%-4.25%
-2.
9
1
%-3.81%-0.85%EG: 4597.50EG: 4597.41FG: 4595.04FG: 4594.54FG: 4594.94FG: 4593.59FG: 4594.68FG: 4594.71FG: 4593.32FG: 4598.03FG: 4598.37FG: 4596.55EG: 4599.39EG: 4599.40EG: 4599.05EG: 4598.89EG: 4597.40EG: 4596.99-1.01%
-1.
8
8
%
-0.
9
9
%
-2.
0
0
%
1.5'15.0'1.5'12.0'1.5'VARIES0'20'40'60'C1.3AS NOTEDGRADING ANDDRAINAGE PLANCKHEC Mar 10, 2022 - 2:15pmCAD FILE: M:\213624\Drawings\Site Plan Submittal\1 - SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018LOT 17 ROYAL WOLF ROAD BOZEMAN, MT03/08/202221362422x34 originals SCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
IG
ENEPRELIM
INARYTIE INTO EXISTINGROADWAYTIE INTO EXISTINGCURB & GUTTERNOTES: - FG CONTOUR INTERVAL = 0.5' - EG CONTOUR INTERVAL = 1.0'PROPOSED CURB& GUTTERPROPOSED 5'SIDEWALKPROPOSED 30'x15' STORMRETENTION POND - 363 CFVOLUMEPROPOSED 30'X15' STORMRETENTION POND CROSS SECTIONROYAL WOLF ROADFF=4595.50'FF=4596.50'4:1MAX WATER ELEVATION: 4598.37TIE INTO EXISTINGROADWAYTIE INTO EXISTINGCURB & GUTTERTIE INTO EXISTINGCURB & GUTTERTIE INTO EXISTINGCURB & GUTTERPROPOSED 60'X12' STORMRETENTION POND CROSS SECTION4:1MAX WATER ELEVATION: 4594.71PROPOSED 70'X60'X45' STORMRETENTION POND CROSS SECTION4:1MAX WATER ELEVATION: 4594.94PROPOSED 60'x12' STORMRETENTION POND - 540 CFVOLUMEPROPOSED 70'x60'X45'STORM RETENTION POND -1,368 CF VOLUMESTEM WALL TO BE 2' ABOVE FINISHEDFLOOR ALONG THE SOUTHERNCORNER OF PROPOSED BUILDINGPROPERTY LINEPROPOSED UTILITY EASEMENTEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING UNDERGROUND FIBEREXISTING 8" SEWER MAINEXISTING SEWER SERVICE LINEPROPOSED 6" SCH 40 PVC SEWER SERVICEEXISTING 8" DUCTILE IRON WATER MAINPROPOSED 1.5" COPPER WATER SERVICEEXISTING STORM WATER MAINPROPOSED STORM PIPEPROPOSED STORM RETENTIONEXISTING SIDEWALKPROPOSED SIDEWALK/WALKWAYPROPOSED ASPHALTFINISHED GROUND ELEVATIONEXISTING HYDRANTEXISTING STORM DRAIN MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING RECTANGULAR STORM DRAIN INLETEXISTING VALVEEXISTING POWER POLEMASTER LINE & SYMBOL LEGENDGAS1000OHPFO8''SSEWWATSHYDSTPROPOSED CURB CUTAND SIDEWALK CHASE