HomeMy WebLinkAboutCherry Drive Sanitary Sewer Line 1.,,
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CHERRY DRIVE SANITARY SEWER LINE
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WESTLAND ENTERPRISES
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HARM
---- Bozeman Montana
SHEFIDAN
0 60 120
scale miles GENERAL NOTES
1. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE
CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATION PRIOR TO CONSTRUCTION.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO
PROTECT ALL EXISTING UTILITIES.
2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM
THOSE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO THE PERFORMANCE OF SHEET INDEX
WORK.
3. ALL WORK AND MATERIALS IN THE SITE PORTION OF THIS CONTRACT SHALL
BE DONE IN ACCORDANCE TO MONTANA PUBLIC WORKS STANDARD
Bozeman, Monta SPECIFICATIONS, 4TH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO
MONTANA PUBUC WORKS STANDARD SPECIFICATIONS, MAY 1997 INCLUDING DESIGN PLANS
ADDENDUM NO. 1.
4. CONSTRUCTION SAFETY AND SANITATION FACIUTIES SHALL BE PROVIDED BY
THE CONTRACTOR AND MAINTAINED PER THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION. 1 COVER SHEET
5. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY
FROM DAMAGE DURING CONSTRUCTION.
6. ALL PARK AREAS DISTURBED DURING CONSTRUCTION MUST BE RESEEDED AND 2 SANITARY SEWER PLAN AND PROFILE
RESTORED TO THEIR ORIGINAL CONDITION UNDER THE PARK SUPERINTENDENT'S
DIRECTION.
7. EXISTING SANITARY SEWER LINE BETWEEN MANHOLES BI AND B2 TO BE CUT&
CAPPED AT THE EAST PROPERTY LINE OF LOT 12- A PORTION OF THE EXISTING
SANITARY SEWER MAIN LOCATED WITHIN LOT 13 TO REMAIN IN SERVICE.
8. THE FLOW CHANNEL IN MANHOLE 82 MUST BE REFORMED.
9. CONTRACTOR SHALL EXPOSE EXISTING WATER MAIN AT STATION 2+00 PRIOR TO RECORD DRAWING
-N- SEWER MAIN INSTALLATION TO VERIFY ADEQUATE SEPARATION BETWEEN WATER INFORMA UON
AND SEWER (IS- MIN). 1
J! Prepared by
J C T MSE-HKM, Inc.
LOCH RISE 601 NIKLES, SUITE 2
Miles HIGH Bozeman, MT 59715-1090
(406) 586-8834 T 11
ENGINEERING FAX (406) 586-1730 Iq
LJ
aJVr0/V O.LME V766 PE
0--
PROJ. No. 4S118.101 AUGUST 1998 Projwt M"Assger
SE tes U -WM ociR Sheet 14o.
of 2
KM, Inc., All-Rights Res
COVER.DWG----AUGUST 1998 Copyright 0 1999-MSE
EXISTING MH H-11-� -
--- N 5469.01
CAUTION 8,�r RIM 1
EXISTING UTILITIES IN AREA j, BACKSLOPE AS SPECIFIED
CONTRACTOR RESPONSIBLE FOR 1� TO CONFORM TO O.S.H.A.
UTILITY LOCATES PRIOR TO \ REGULATIONS- j TRENCH WIDTH O.D. OF AND DURING CONSTRUCTION 5 �`� TYPE I EXC. (NO STEEPER I PIPE PLUS 2'
'S 24
-ACP �\ 1:1 MIN. TRENCH WIDTH 3.5' i
THAN SLOPE EXCEPT I i
IF L-eras ,
CONCRETE ENCASED 3' \ `, FOR ROCKS)
EACH SIDE OF ` -�f- TYPE -A- TRENCH BACKFILL
WATERLINE \` `, PARK AREA 'STA. 2+43.69 Z SHALL CONSIST OF 6' MINUS
MH N1 2 CLAYEY GRAVEL (GC). POORLY
SEE GENERAL NOTE 6 ` �, CONSTRUCT MANHOLE GRADED GRAVEL WITH CLAY (GP-GC)
3 srA. l+za.ss
I` E 53011.1965 OR APPROVED ALTERNATE.
MATERIAL SHALL BE COMPACTED y
2 INSTALL SERVICE RIM EL-98.78 NOT LESS THAN 95%OF MAXIMUM
DRY DENSITY AT t 2%OF OPTIMUM
INSTALL 227.12 LF. 8- PVC r`• 50 0 50 100 MOISTURE TO ASTM D698
a
3 8�STA. 0+41.61 ASTM 3032 Cyi stole feet IMPORTED 3/4' MINUS
2 INSTALL SERVICE - '1 TYPE 1 BEDDING MATERIAL
STA. 0+16.57 PARK AREA ,q _ AS SPECIFIED IN SECTION 'r
EXISTING MH B-2 - - i -` SEE GENERAL NOTE 9 02221-2.1.1 (M.P,W. SPECS
N 5210.4981 1996 4TH ed.) BEDDING
5 �
E 4776.4427 `\. EXISTING MH B-IA MATERIAL PLACED IN 6- MAX
RIM EL.=105.98 . ,� j )® tt N 5219.0662 LAYERS AND COMPACTED TO —
t{ , / E 5012.7076 MAXIMUM DRY DENSITY AT f 2%
CONNECT NEW 8' PIPE � '� RIM EL-101.66 m OF OPTIMUM MOISTURE ACCORDING
TO EXISTING MANHOLE, '' - __ ® t• _ �-* TO ASTM D698 Typf
REFORM FLOW CHANNEL, - \ ss--y _ - -- - WHp
PLUG EXISTING CHANNEL -- s - . -- _ _ - NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL, TRENCH WALLS SHALL SOF'
A- ss�--
i BE BACKFILLED FROM THE BOTTOM OF THE TRENCH. FOUI
/ LOT .�C (TYPE I EXCAVATION)'
5s' \ LOT 12
Y / '' • SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
EXISTING SEWER LINE
LOT 11 \ 1 Train ,dry SECTION 1926.651 AND 1926.652.
ABANDONED IN PLACE AND '� i C:7
DETAL - TYPICAL SEWER T
PLUGGED AT MANHOLE - � • �a.'kca
LOT 10 \ s�rFuc� s a_749s
/ 3 _rose 2 SCALE NOT TO SCALE
CP 3 \ EXISTING MH B-I
60d NAIL c
N 5207.9544
N 5157.0.37 08
E 4B3 b; E�4999.5272 LEGEND
RIM EL.='104,13 Standrd.o.w4 a�w
6
I LQT; m I France and cow to be Khw Cplyd No.52441 ua 305 home,
CAP EXIST. CHANNEL =___=====Y EXISTING CULVERT tJsISA cover,ar IFCO 772 hrn.,772-B-'Co—.hall nave
/ LOT 9 �\ /' I (NOTE 7) � plrk na».
\v/ PROPERTY LINE Fbt doti row
EXISTING FENCE /.dN" "L
\ - 2 m6..12
---ss--- EXISTING SANITARY SEWER --- NOTE: NI plot,b.ttr«n mannde•.coons,
--W--- EXISTING WATER monhole ring&top.sotion,and orotmd
/ C »•.r pp.Into maMd..h.e b.-tr-
/ LOT 1✓ \ /�CP:-1 - -7EL- 21'-I L .10111 o atrtd.ndl ba'R--Nek'
/ 6 NAIL EXISTING TELEPHONE or O,a r. all mpktt.erupt bat.»n
LOT 8 \ 100.00 __'0--- EXISTING GAS »•r pp.rid manna.•all.
N 5000.00 - --- EXISTING POWER p Noma.
i 9
E 5000.00 O EXISTING CURBSTOP step•at
Y., Pr.cast rN,rorad eured In annds rkw
o / LOT 1B EXISTING MANHOLE siv ` 16-cr,lr. •'dnn A51�1 d-19".tton C-47B accordance
/ J 1 ,EXISTINC MH A-1
N 4971.3674 EXISTING TELEPHONE PEDESTAL
E 4970.4718 O EXISITNG TREE OR SHRUB 1,81 4e'r
� x� 5Y RIM EL=104.98 CONTROL POINT MONUMENT ¢$:
GV LOT 17 \ / _SS— NEW SANITARY SEWER aewts w.NEW MANHOLE T3
��
FENCE POST O
LOT 18
. Pr.00.t a pa,rad-ti-pow be...
Pound-h-pWu b.•.. InMmnn
i Z - —t.thlrk—b.1-pp.k•
e Inaw Pr.o»t bo»,mr.—
Y NOTE: BOTH VERTICAL h HORIZONTAL DATUMS ARE ASSUMED, 21,m 1.a Ina..
/ 2 DETAL - STAPOAPD STRAIGHT MA
PROFILE 2 SCALE : NOT TO SCALE
INSTALL 227.12'L.F. B'PYY• ASIA/,70,74 Scale 1'=50' Horiz.
:IN7H 14 X2:DOw STYROFOAM/NSULAnow Scale 1'=5' Vert.
105 105
..............:................ . {I�.....:.. � ....................................
..-....... .....SEE QETA/L....1.......... ...... -. 5 1/ B EASEMENT
MPERTY
LINE OR
CTWP
LINE
STREET SLWACE �EX/S7*VC QO/ND RExdaA/'E /St e ........ 3.,..
. EACH .
MANHOLE G{AN COMPACT
(SEE
CENTER 1 20' PIPE SECTION
95 0 AT�R U NT 95
RcTr-ru
10'
a Uirs ANC
T - SON"LINE SLOPE- 1/4- APPROVED AL'
45 ELBOW PER FOOT MAP., 1/2-PER FOOT PLL
MAX
90 90
__.................__... ...__..... ;. ................. ... .. .. ...... ..___. ., ... .... ..... _..._....._.
SEWER MAIN
n RECORD DRA*7NG
N �o ro a w /NFORMA T/ON IN LINE""E�IM FOR
I ^ A or RISTAL1ATIOW.
m h � y3y�e e u^ t 03-22-99 SADDLE FTITNO9 ATLOW0
d Will
... 85 FOR EINOW II/STMlA110Ns
.............:.........} i i1 _... __..._ IL.;C� .____. LOWER
INVENT NO ONLY UPON APPROVAL OF
:........ .... O WJ
�Id ^ h - TNAN SPRING CITY OF NOZEMAN SEWER
��) h h _)) _ LNE OF SEWER MAIN DEPARTMEY0
W ya2 2 _ x x FOR WYE FrrrNcs. 3 DETAL - SANTARY SEWER SERVK
80h
80 2 SCALE NOT TO SCALE
0.00 r+OO 1 2r00 J? -- -----
Copyright 0 1999 1