HomeMy WebLinkAboutStoneridge PUD Subdivision Phase 2A \ \ If
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GRAPHIC SCALE l STA o+00.0o s1a o+2z.08 =_ o "s
STA 0+11.0 z�zo z
so o m +os mo x�'s W.M.&S.M. INSTALL 8x8x8 J. INSTALL B'90 M. u w rc o0
1 CROSSING E w/T.B. \ BEND w/T.B.
11 GENERAL NOTES o 0
4 IN FEET 1
1 I inch- 50 feet horizontal
I Inch= 5 feet vertical 1 N33y" �Q
1 1. All can traction work an this project shall be completed in occordance with
Montano Public Works Standard Specifications,Fourth Edition,January,1996 and
\ 1 / STA 0+24.95 any Addendums and with the May,1997 C.O.B.Modifications to MPW and any $�¢ •'w.Jh I
\ POURED Addendums to C.O.B.Modifications and these Contract Documents.
E%ST.BLOWOFF HYD. 1 INSTALL 8'22.5' h a
MA
THRUST TO BE REMOVED
1 / .BEND w/T.B. -
� 1 2. The Contractor shall restore all roadway surfaces to equal,or betty condition
( BLOCK SEE DETAIL TO RIGHT FOR 1 than existed prior to excavation and determined by Owner and the Engineer. 4rrrlrh`r"""`
CONN
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3- The location,depth and size of existing utilities shown on these plans is
1 I approximate. The Contractor shall verify the existence,location,depth and size
-----II ` -- i - of the utilities prior to construction. The Contractor shall be solely responsible
---- ---
If CONTRACTOR IS TO VERIFY THE ELEVATION for any damage to the existing facilities due to failure to locate or properly
IS 1 OF EXS.W.M.0 THE POINT OF N IS CONSISTENT w/ELEVATIONS provide proper protection when location is known.
CONNECI 20.0iSTUB SHOWN ON THE PLANS.
--- --. -STA ALL 8'30 --- _J/ �� �� 4, f list of representatives to contact for information regarding focYilies is as o
� 3o WATER AND INSTALL 8'22.5'M.J.BEND 1 OF 8"PVC � follows:
SE EASEMENT w/T.B. ---- STA 0+28.8
\ CONNECT TO EXST.6'W.M.REMOVE EXST. Montana One Call System Dispatcher 1-800-424-5555
(y Montana Paver Co. Chuck Basta 582-4612
ENDCAP&T.B.REPLACE w 6'M.J.GATE io
/ AT&T Cable Scott Riis 1-800-316-9644
W.V.w/T.B.,V.B. US West Phil Weslfdl %5-2350 (including Fiber
r_ _ _-_- - Optics)
STA 3+08.99 \ \\
I INSTALL BxBx8 \ \ POURED 5. Maintain 11'horizontal and 18'vertical separation between water mains and a6
I M.J.TEE w\T.B.'S \ \ sanitary sewer mains.
sTA o+7a5o INSTALL exaxe M.J.TEE w\END C THRUST
6. All valves sholl be installed with thrust blocking,and valve boxes in accordance _
!!nn &4'FIRE LINE MAINTAIN 2' SEPARATION BLOCKS STA 0+26.87 _ GRAPHIC SCALE W z =
t-I FROM WATER SERVICE.EXTEND 6' - \ - with C.O.B.modifications and C.O.B.STD.DWG.No.2718-1. Mega Lug =�i
INTO LOT w/4'ENDCAP&T.B.,26.6 LF INSTALL 8x6 M.J.
20.0' restraints in lieu of thrust blocks will be allowed. If Mego Lug restraints are w
INSTALLED REDUCER w/T.B. ' o used the restrained length must be in accordance with the manufacturers
SEE C.O.B.STD DWG.No.02719-3 `
requirements. �
STUB-END gg
r.i / 1 Th FEET) 7. All fittings including bends greater than 11-1/4 derees,lees and plugs shall be €9i R
> STA 0+76.5 INSTALL 1'WATER CAPPED AND I inch= 10 feet horizontal CU
SERVICE 26.6 LF I inch= 5 teat verttcwl R
thrust blocked in conformance with C.O.B.modifications to MPW STD.DWG.Na.
N THRUST BLOCK 2713-1 Z EaE -
N STA 0+01*IM XST.BL HYD. c)w 8 m
CONNECT TO EXST.8'W.M. POURED TO BE RE OVED 8. Datum used is the City of Bozeman datum. Conversion to Standard USGS �� y
= REMOVE EXST.ENDCAP.& / Datum=C.O.B.+15.44'
T.B.REPLACE w/8'M.J. _
I GATE W.V.w/T.B., V.B. /! 9. All water main shall be laid with a minimum of 6.5'cover from finished grade w g �
I ^ / or insulated with extruded polystyrene- All water main shall be wrapped with ^ d
1 / \ WATER CONNECTION DETAILS FOR polyethylene encasements. �Svt
STONERIDGE DRIVE & WINDSOR DRIVE 0
€ !
�£
(SEE CLOUDED AREA SHEET W-1) ❑I n�I 8
STA 0+00 TO STA 3+08.99 - _-STA 0+00 TO STA 0+28.8 _UN
4760 INSTALL 309 LF 8' D.I.P. 4760 4760 - INSTALL 29 LF OF 8 D.I.P.
----- 4760 o
-:TYPE '1' PIPE BEDDING _ - STATION 0+00 TO
STATION 0+28.8
TYPE 'A' BACKFILL m I
I _ - TYPE '1" PIPE BEDDING an �
STA 3+00 TO 3+08.99 WATER - - TYPE "A" BACKFILL Q x o a
DEPTH GREATER THEN 6.5' -�'
4/bt, - 4755 4755 EXISTING 4755
---. GROUND PROFILE
12' RCP STORM DRAIN
_ FINISHED a
- - GRADE PROFILE - Z
-_--_--_-----
---- 4750EXISTING 3' GAS, n 4750 7504750 ww' --\PHONE, & CABLE LINES
VERTICAL LOCATION
�
UNKNOWN 6.5'MIN.COVER REO'D
4745 4745 4745 4745 >0
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m
m NOTE: -- - _ --- m
4740 \ s h 4740 a 14O m - - a/40 (n I
,`y w 1I1I�\� USE MEGA-LUG RESTRAINTS N
ON ALL FITTINGS FROM STA
N I€oo at UUU 8g N yyg N y 0+2208-STA 0+28.8
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n 4735ai
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N F $ D Q
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441.50 4730 4730 4730 Z
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4725 a 4725 4725 W
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4720 R ~ 4720 4720 4110 PROJECT NO.
26D5.021
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SHEET NUMBER
e a v d a o a a d DRAWING NUMBER
N 0+00 1+00 2+00 3+00 0 W_1
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