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OTHER SITE IMPROVEMENTS INCLUDING GRADING,
PAVING,CURB AND GUTTER AND IMPROVEMENTS A
TO THOMAS LANE HAVE NOT YET BEEN COMPLETED Y
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1- ALL PIPING AND VALVES WRAPPED IN 8 MILL I i
POLE THYLENE WRAP I SEi,rKE HKIAI Lk� I B SITE PLAN
SCALE: 1"=40'
2 BRASS CONDUCTIVE WEDGES INSTALLED ON ALL JOINTS -
-n'alwrPnAcN�tRlwl C20
AND FITTINGS,A MINIMUM OF THREE PER JOINT
3. PROTECTIVE BARRIER POSTS ARE REQUIRED AS
SPECIFIED ON PLANS -
4.V ALVES AND FITTINGS INSTALLED ACCORDING TO THRUST lAe1NCSEWERR Ctf
BLOCK DETAIL PROVIDED-CITY OF BOZEMAN MODIFICATIONS TO MONTANA ti s �BAXTER LANE
PUBLIC WORKS STANDARD SPECIFICATIONSw,r- -,�---_-
- - -- - - --- --- - - --- ICI
-- -- -- -
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41M,rtrD PAR1NiJbNV
A DETAIL
zoNur,.As I
C2.0 SCALE: 3/4"=1'-0"
Z
F
��
Ht' T a
8'FROM PROPERTY LINE � Z
64'FROM MAIN 0 I-
MUELLER SUPER CENTURION
250 3-WAY A-423 FIRE
HYDRANT WTH MJ INLET �Q
PUMPER NOZZLE FACING STREET O
THOMAS LANE Z
MIN,4'-0-CLEAR ALL
AROUND(TREES,HEDGES, - _
BUSHES,ETC.) ; FINISH GRADE
HYDRANT(7.0'BURY)
THREE PIECE CAST --
IRON VALVE BOX \,
6860 SERIES
MIN.6.5 COVER \ IV
w
MUELLER/T2360-- - O
RESILIENT
VALVE
N N/ JJ X FL END S\ 'C m
6*0 CLASS 51
DUCTILE IRON PIPE
3/4"MINUS WASHED GRAVEL
Cam!
PLACED I'ON ALL SIDES OF
HYDRANT,6'ABOVE HYDRANT, I. --- ® ai
1/2 CUBIC YARD MIN ® Q
UNDISTURBED EARTH -- ® O
CONCRETE IHRUSI BLOCK. - - ® ® --
8 SOP T.MIN BEARING AREA,TO REMAIN
AHYDRANT WEEP HOLES -w
'
i0 REMAIN UNOBSTRUCTED. / MUELLER 12"X 6�H-304STAINLESS STEEL 1APLAG SLEEVE
BEARING BLOCK W/STAINLESS STEEL FLANGECONCRETE THRUST BLOCK
DEC 06 1999
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