HomeMy WebLinkAboutC-2-Grading-061118 EXISTING l CH-LIGWAENTSEJ MRnNE— _ __
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————————/ ————— RECREATE 17 CFS
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PROPkRfY 9OUNDA Y —/ — i '" N N^, ,.� ,.,,�,.,,.,,.,,.�\ti,.,... 7 ——— \ \\\ \\\_ \IsHEET�4_
\ \ \ \\INSTALL 8"PVC OR.PIPE I \ \ \ �'�.\ "�^' I
\ ` PROPOSED 110 CF `A \ W/CQeCRETE COL �N END
ZONE 2NNE RETE�TION FONDA
BIDS:
\ TOP 827.0].0 � INSTALL,OUTLET STRU TC U E PER SHED-4
— -- — —
\ `U
\ \ —� L \ —� ( TILITY EASE ENTJ
35'WATERCOURSE
SETBACK�\ \ \ \ \ ROPOSED 270 CF
\ \ SNOW STORAGE 35''WATERCOURSE
D TEN
\ \ BT .75 _ZONE 2 LANE
TOP=�828.76
ti G29.��33
=2b.8
3 I I I I A I\\\ \\
\ PROPOSED 8,640 SF BUILDING INI7'x4"I \ Imo
760 OSTERMAN DRIVE SIDEWALK\ TBC-FSW-31.90/
FFE=4629.30'
INSTALL`40"HP STORM PIPE
W/CONCRETE COLLAR ON END
INdyTALL 6"THICK SW I \ \
W/REINF.IN FRONT
Off GARAGE DOORS / IN ST LL]'X4•
I SI%WALK // GHEE -E
TBC=29.1 /S+
// I TBC=F'129.1 F-2 6 HEET C-3 TBC30.3 \
/ TBC=29.1 BC=29.1 I I FLAG=2
C-4 HE PER RE TINSTALL OUTLET STRU�U P SET\ \\\\ II I I I I I / \\\ TBC I RAMP E9 I\ \\ II II // /
\ RB PF�R TO F T SHE TC
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\ SNOW STORAGE
INSTALL 5)X 4" I I \ \
\ \ > SIDEWALI / 24'DRIV�AISLE
TBGFSW19� A V I v GRAPHIC SC
CIS . \ \ \ I / / I 1 15 0 7.5 15
m 1
lu
IN FEE )
11"X17":1" 30a
/ 0
RU CURB SEE
/ !z DET I I 1I l a I I FUTURE BUILD,VG SITEI\ I I
INST�IN L- F�RATION/UNDERGROUND / - / / I IICH / I I N I I 770 OSTERMAN DRIVE
i STORAGE SYSTEM(POND B)PER/
STORAGE CAPACITY FFE=4632.1
V A 1 1 s ILL // 5.0^°
INSTALL INL
INSTALL
I 48" TSRM t � u,IFTNLBVAF Go'=2u025 52.9."150)o=02)=3z6\3MAHOLE
NV OUT=4823. .
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\ STALL IO"HPST PIPE
\ / / T TAPERSANIN \ \ 4 W3 CO S \\1 �Q
\\I ss \ s N Ss \ I II I \I \ ///////c/ \�1 \\ CO
\ 0� \ \ TeC=F1 31.90 I } }
INSTALL 12"CLASS IV \I \ NSTAL(CURB INLET\ \26'DRIVE ISLE \ 4 4/ N \ \M \\ \ I I I II I I \\\\\\\ — )\>
CONCRETE STORM PIPE
\ — �\ \y NC2fi 0 C �V 17 -23.]5 I I \\ \ \\ I I II I II II ` /
\ \\ y TRAS E CL05U
/ \ 10'UTILSS
T G
\ /
OSTERMAN DRIVE I \ \ I / 1 OAEL TBC RADII ARE 3.0'UNLESS OTHER"SE NOTED.
PROIP�RTYBO NDARY\ l I ` / 2.ALL CURB&GUTTER SHALL It,STALLE
DETAIL ON
SHEET C-3.
3.SEE LANDSCAPE PLAN FOR LOCATIO OF PROPOSED
LANDSCAPING.
/ EXISTING HYDRANT \\\ \\/ , \ , \ \\\\\\//\ \ I I I I / 4.ALL PLASTIC PIPE ENDS THAT WILL E EXPOD TO
_ \ \ \ \ 1 I I I SUNLIGHT SHALL HAVE PREFABRIC ED ENDS CTIONS OR
CONCRETE COLLARS POURED TOP OTECT THE PIPE.
5. CATCH TBC=FLAG+0.38'
6. SPILL TBC=FLAG+0.52'
7.TRANS TBC=FLAG+0.45'8.SP=SPILL,LOW-LOW POINT, =HIGH POINT,VG=VALLEY
B GAR"UlLDING \\ \\ \\ ) / / / // / GUTTER,GB=GRADE BREAK,C --CATCH.
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE By OSTERMAN COMMERCIAL CONDOS 1086.010
REDUCED.LINE BELOW CHK'D.BY:
MEASURES ONE NCH ON 1 UPDATED PER DRC COMMENTS 0611-18 JRM BOZEMAN 760&770 OSTERMAN DRIVE MT SHEET NUMBER
ORIGINAL DRAWING _ Engineering APPR.BY:
ENESIS Consulting 204 N.11th Ave.
Bozeman,MT 59715 DATE:04/10/18 DRAWING NUMBER
��1/ Design Phone:(406)581-3319
MODIFY SCALE ACCORDINGLY ENGINEERING, INCy Planning O.A.REVIEW GRADING&DRAINAGE ``_Z
BY:
HA1086\010WCAD\SHEETS\MASTER SITEPLAN\C-2-GRADING.dwg Plotted by christopherwasia on 6/8/20187:22 AM e(Beginmnq O aNew Standardo COMMit16Cat COPYRIGHT®GENESIS ENGINEERING,INC.2018 DATE: