HomeMy WebLinkAboutSundace Business Court APPROXIMATELY 3.5'-4.5-
OF 1-1/2'MINUS GRAVEL OF WA
__----------------__.3"ASPHALT_____________________ BASE COURSE AT TRANSITION `4
PIT RUN ON
EASEMENT
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— 1-1 MINUS GRANULAR LINE '$ A
maenn MmNrt CFNIOLER
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- 8'MINUS BASE GRAVEL 18.5' 5.5' 5' 1 ►6TM1fT.r.W r R M 4c.oa.
EXISTING PAVING 9 2 -- --
COMPACTED SUB-BASE 3% SLOPE NEW PAVING 1/4"/FT GR RES Sheet f of I
1 TYPICAL ASPHALT CROSS-SECTION SIDEWALK VP Maus Lane
Aga NTS - .19FdJINt 7 C m s
EXCAVATED UNTIL
MINIMUM 9'PITRUN CROSS ie aasnA m g
SECTION WAS OBTAINED 5,5
PITRUN AND ROAD MIX-
PER _ LK 999 Scak In Feet
DESIGN REPORT $ SEE DEEAL 30 0 30
COMPACTED SUBGRADE a a' �• Q 9 D 9 ► D
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Scale In Meters
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PLAN VIEW — N.T.S. LINE -� oxoP
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xx CD 4710
J LEGEND
...........................................
Arolwn 9DaIrA<. eourvNm '� a LL ,a EXISTING SANITARY SEWER MANHOLE
rEn sm IA1NIIl0 onze-� ,.
EXISTING SANITARY SEWER LINE
SECTION B — N.T.S. OUTLET CHASE �HYDRANT RELOCATION DETAIL
Aga ��: 1•-10' m ��� EXISTING WATER MAIN
5111E a —cAs— EXISTING GAS LINE Fa/�
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4700 }..+, EXISTING HYDRANT
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EmaNmN 4orrt r r - m ec rcrE.wm e;ENGNEFA FL-98.07 STING FL=98.22 EXISTING WATER VALVE
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.............. Eas nuu e a cuNe aEvuNc Z35
.������������ r �:.-.�.•.:�..�.� BUILDING TIE DIMENSION
Amu .•.. PROPOSED SPOT ELEVATION
cowcTE sruu eE u-�mD
I ca s wus ea*—To rwuE •RD ROOF DRAIN
4' o CO. SEWER SERVICE CLEAN OUT w
SECTION A — N.T.S. I—�
CATCH BASIN #1 TBC = 00.65 4eYD ® PROPOSED CURB STOP /1 Z O
CITY OF BOZEMAN SCALE. CONCRETE STORM DRAINAGE INLET CASTNG TRAFFIC FLOW
NO. 02529-14 NEDOM R-3067 DRAINAGE DIRECTION
STANDARD DRAWING NONE OUTLET CHASE DEC. 2003 OR IFOO 515-7 PROPOSED CABLE, ELEC. TELEPHONE �I Q
_ FLAT TOP EL=99.55 DATUM=17
AND GAS TO EACH BUILDING
4'} _ —24' SOUARE 468500 PROPERTY UNE
1_ OPENING ADJOINING PROPERTY LINE
♦ + +'e EASEMENT LINE
AS U W
R.C.P. YARD SETBACK UNE �j O
T M C-76 - - �y
CLASS 2 1+00 3+00 PROPOSED CURB
_ PROPOSED SWALE/RETENTION POND CONTOUR
BLL-OCK OUT FOR 1 TOP BACK OF CURB PLAN AND PROFILE Q
GENERAL NOTES _
SCALE: (1'=50'-0' HORIZONTAL) (1'=5'-0' VERTICAL)
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS, W
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE a
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN a VICINITY M A P
ENGINEERING DEPARTMENT.
3. PRIOR TO THE PRECONSTRUCTION MEETING THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND THE CITY OF BOZEMAN WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., OUTLET FL = 98.22
FOR ALL EQUIPMENT AND MATERIALS Y0 BE USED ON THE PROJECT.
INSTALLATION SHALL NOT LSBEgy MADE E WIINTHHOUETE THE(PRIOR E WRITTEN APPROVAL OF ALL
MAINSMSTORM SEWERRIAND STREET IMPROVEMENTS'ONLYS)TO PUBLIC SEWER/WATER
(MIN)
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. BENCHMARK' q'
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
TOP NUT OF HYDRANT 0642
PRIOR TO BEGINNING CONSTRUCTION. SE CORNER OF LOT 27 Drauing Date: 918105
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 6' PRECAST BASE ELEVATION - 4708.75 FEET_
7. TRENCH BACKFILL SHALL BE TYPE A. FOR ALL AREAS TO BE PAVED.
-
8. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE EASEMENT LINE TO LEGAL DESCWTION L
THE BUILDINGS ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT.
9. THE INSTALATION OF THE WATER SERVICE ONES FROM THE EASEMENT UNE TO THE BUILDINGS LOT 27,GORDON MANoc nu.E STATE SCHOOL SUBDIVISION
ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. �38' STANDARD CATCH BASIN DETAIN. SE 1/4,SEC. 36.T. I S..R.5 E.OF P.Y.M., t
10. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS. APPROVED DOUBLE CHECK BACKFLOW Aga �,�, NTS GALIATIN COUNTY.MONTANA AB3
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR EACH NEW BUILDING SHOWN. NOT TO SCALE
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