HomeMy WebLinkAboutWest Sanitary Trunk Sewer WEST SANITARY TRUNK SEWER
B OZEMAN, MONTANA
PLANS AN D Q UANTITI ES
ESTIMATED QUANTITIES INDEX OF SHEETS
ITEM QUANTITIES
TRENCH EXCAVATION & BACKFILL 7000 Cu.Yd.
TITLE SHEET
SELECT GRAVEL BACKFILL 170 Cu. Yd.
LOCATION MAP- North of City. 417-28- 1
INSTALL 21' VITRIFIED CLAY PIPE 3,441 Lin. Ft.
LOCATION MAP-Within City . . .417-28-2
INSTALL 18"VITRIFIED CLAY PIPE . 945 Lin. Ft.
PLAN 6 PROFILE -Sta.0+00 to 21+70 . 417-28- 3
INSTALL 15"VITRIFIED CLAY PIPE . 3,667 Lin. Ft.
PLAN fl PROF I LE -Sta.21+70 to 43+85 417-2B-4
INSTALL 12"VITRIFIED CLAY PIPE 1,384 Lin. Ft.
PLAN 9 PROFILE -Sta. 43+85to 60+64 417-2B- 5
INSTALL 15"X 4" V.C. WYE. 40 Each
PLAN 9 PROFILE -Sta. 60 t 64 to 82+84. - 417-25-6
INSTALL 12 X 4"VC. WYE 44 Each
PLAN B PROFILE - Sta. 82 +84 to 97+64 .417-28- 7
4
MANHOLES-5.00 MAXIMUM DEPTH 5 Each TYPICAL DETAILS .417-28- 8
SPECIAL DETAILS 417-2B-9
MANHOLES-Z01' TO 9.00' DEEP 10 Each
MANHOLES-5.01' TO 00' DEEP 9 Each DETAILS OF RAILROAD CROSSINGS. 417-28-10 MANHOLES- 9.01' TO II.00' DEEP 4 Each
SPECIAL MANHOLE- STATION 0+42 1 Each
RAILROAD CROSSING -STATION 7t88 I Each
RAILROAD CROSSING - STATION 21+00 I Each
ti
IRRIGATION CULVERT-STATION 7+35 . . . I Each ate\
DRAINAGE CULVERT -STATION 32+85 I Each
/4O
CONNECTION INTO MANHOLE I Each PREPARED BY
MORR ISON-MAIERLE, INC.
CONSULTING ENGINEERS
HELENA, MONTANA
Approved by �_
County Rood \ \. - -•--- •----. � �/�\ y ;
\ SEWAGE
\ •\y 1 TREATMENT
1 \ I PLANT
y
1-6. bLO OUTFALL
/ `�'/mod I ;i`'i' --..-•1' - � \ \_ 4 _— -: =' _ ._ _ __ �1� �..,":,;":'".'<:
6 1
ryp \ I '� L \ .•.+ M.N. SST¢ 0t•4,Z •Y 2/' PIPE TO PLANT
O 't �. - 1 /'\ �' � h ♦i s. a/QD
ConC. / e undsr- - A/fled A/�k/es ,x`' /. 7t/Offi " - ._... ... ./.�
' ' y1` �. �LS /'P%//•000� —' -on s _ n eman/Connie\ Jfa Tr 1' �i ..•�,i i,.� - �
1• - i• 'r- ,1�`• /n✓�1�'f- OUf/7� �f7/�B C.
y �-sLo�- .-_. ye-- _ r»Pbb
C/ore ,
C x +S �f - ,P 1• {I -y re^.�W 1,700— - -
' \ - ,i \ I c ��ti• I �_ �1 w i B �>r��r' zr...1t,'�.4;+5-•rch 9tIf IOc ce.i:odl
EX/STING 20" TRUNK
z ' SEWER FROM CITY
cmrf Sfs zorR 9 1 •2/' t' •� r\% f
V
\ n k \ oV 1 e 'er
.+
e x i A
a
h�9��. k� end" 4720
tip' r,` to ,, �+- Ly , - •_ _P�/,'fi;to h°.t:�o.,. �-`�
2 •L' • � •
A Y
x
C
o c xs. Lf" J Z¢` Concrez`e ,oioe
A
,Lx
_ o
-if"
`o ,t/1-ynon • wesilalre
_ West/oka fr
A .x
Bozemon Canning Compony
° a }
S•ty _Limit -- -- -- -- -- -- --
-
/ -- III ..,txx, aI � Cowi.rr.tot9St4 / F
Fair Grounds
' I _
l I �� e�
I
-� �r`•I"°YS -� WEST SANITARY TRUNK SEWER
LEGEND , Dwe 8 --
�� Trunk Lines To Be Constucted I _ CITY OF B 0 Z E MAN, ,
Sce/e: l"= 000' — Trunk Stub Lines For Future Growth
0 la0 Zoo 300 400 boo LOCATION , MAP '
v.E, 417-
11
"` NORTH OF CITY
A'
a rglKKuu�1 r '1:�RF21�t :;li a kn;^ '
,r w.1.L.
• I - llr. I •:J\S.LT.' -L'?M9,r�f-r - c
-- City Limit _- _ -- -
-- -- -- -- -- -- -- -----�---� - ��-r-r- 1--r-�- �-�-r 1'�--T-1'-��- /r-T'/7-!
r
1LT1111u
L [71
TENTH
P _
Pro ose d Po/k
> _
\ MAVENUE� — — -- — �' f r T
N/NTH ��� I
� —♦— —� 01I 1//� I 1 _ --a — ,5�=_ � IDS P 6 t s•
LE]- I W --- ,z ry I i l l l -I I I I I I I
- I �zt,6 .. L,Brta���L1r � ,z�s 6_LLJ uJu �11�.�_L _
l l /� Y1 - F'/3B 9
y E/GHTH I AVcNUE �— T T T— (y°� .< ^''! -7 -T T TI-I I ���� f ti
j— � T— � I I I � TTTT] r— —T- ZP.Sf '
I
I IF-1� �❑ SEVENTH AVENUE L1�11�.��uJ L��LL
h US Highway No. lO
`4..
J O
`t W k SIXTH AVENUE
2 2
J m
I' FIFTH AVENUE a- P/ 4.3fB,5�' I
F
01 U �6
FOURTH AVENUE
I V I
QL I
I I TH/RD AVENUE
i
I `
I I 71 F I I F-I F
LEGEND L
'
—�— Existing Trunk Lines GRAND AVENUE Fair Grounds
Trunk Lines To Be Constructed
I
= Trunk Stub Lines For Future Growth 1
t
' I
--- REVISIONS WEST SANITARY TRUNK SEWI
Na. Date By I D.—.plwn
sco/e: /"= 200' I - CITY OF BOZEMAN
-- ---
'" LOCATION MAP
0 /00 200 500 400 400 - -- l:he.4.A x.H/,f j 417
WITHIN CITY
_ Jinn 11.MORRIMIN c E, MORRISON-MAIERLE INC. ;,;I'I Ly
CONSULTING'ENGIN EERS 111klrl 11
M1.MATERIX
..--.C. HELENA MONTA NA ��rI—1
1.•.c.N.An.Aae.C.F_
1
N � 4
O\ I i. 1
\ O I '
$ 24 Conc.Pipe ti 2
F*I Lr un✓er fracd-s `� ti �
Test No% �
A ,{rest MaleIt \. T
I
p \
�Sfea/ Liner To x' �4s. ^I -
see s/>t 4/7-IB-/O ,� Y\y * �R Oike
`\O q w
It
C I C F Z h h B/ocf Loom
ti L Z e Sond 1 Grovs/
47/6.0
Sand s6iove/
4790 —
4725 - _ -
4720
rf 7/
0 471.5-
- -
47/0 --- -- _. .--_ ---- _ _ - - ----
-
- — - -
- - - - - 20►00 1 +O 18+00 t7s 6a00 15aGYJ ♦ 3+00 12+00 11+00 10><00 9a00
12*00 2/1 20r00
6 M.-Nail On West SiCe Po wei
B.M.-Flay 5/oike /n B./K- Flay SPi ke /o Fence Post -� j/ �r Po/e S W Lorner Of
On Norti> P/W f ence of R.R. Abo t� ` 0 4 Treatment P/vnt.EL=47/0.32
Timber Plonk goNW Edge vi /p, 2/•Exisfin`y S~&I-
"�^� v a Of Oerai/er Lever Base 25r N W. Of Oaroi/er. E/•47/S40
b� * O i L i e a
o Irriyot/on Ditch /
Abovt N W. o f Line. s C
E/. = 4720-4S. _ l/
special Manho% L
L 4 C see detail siieet
4 /
�kll-
W 4/7 2B 9. �I" 6HP Gaa Lines-Approx.L" 4" Water Line -Appox. LocationBve477- 47/s- - - _ - -LET
AA
- ESANITARY TRUNK smff
- - --
47/O — - CITY OF B OZEMAN
, P B. 7
x:, PLAN a PROFILE 41 -2F
STA. 0+00 TO 21 +70 - 3
MORRISON-MAIERLE INC ,R..rsrne..r
)[,TINGE INFF 25 1\xrl!xI-YU:1.F:
NGMONITANA
. ....
r
- - - - - ---- -_-. SaJp f+00 9.00 2+00 1°Oo 0+00 coNsu 1
" J,I',EI'II rI nRinerr
0
7'fOO 6+00 ,�+a«N-tm 'i H E I_E N A
1GYQ( 9a00 BaL7� 7a00 PUT P,�N-PRl.rlir ( r.R 6 R.E.SrANV.RV
. N[Vrr A i 51R^u,nfW YDRa
1 -- Inrerf ut cu/✓erf vn dew
RR. to north = 47/Z.B
w
.� O O Q h Oroinoge ditch.
tub oB west
side of manho%
Y� Q•stub otr west C II
p ;, Zw 1 side of manhole
D
q� R TM
L
/ 4/7-ZB-9 lTt Hol,
EI
cor to relocate d n spa
raiaye channel Song,Grore/
�I C boulders.
pp to east• cost of movie channel sha//
be me%das /r� the lump sarn bid for the 0 ��
p � ��'' culvert at station 32rB6�.
ob -- — -
-- -- - _ -- - - -- -- -- - -- �.7
o y 4730 -... -- - -- — -- - - - -- - - - - -
- — ...-
¢7P
4725 fti
�
--
- 7
/a - - _-- - - --- - - -- - - -- __ - -
- _ - - — 34roo 39fOo 32too
-- - -44 JJ 93+�0 42o00 4/r00 40►00 79+00 38+00 37f00 3Qto0
ri
• r _x �0 �n
O v R N ry
- 4790
- - -
_ - Q
Mo nd o✓e
= I
� az - - - :-_- - __ _ _-p _ .Zo -- _ - __ = I Y K SEW ER
WEST SAN TAR TRUN
OF BOZEMAN
CITY
♦ 411�L�1',B
{
STA. 2PLANILE
i70 TO f 43+85
— - -
- MORRISON-MAIERLE. INC s.nNwri ERR weer
- - ---
5 LTING E IxN.0
C'3rDO 2ZfOO AEwieE1N\nE g.r HLF: HELEN Au NGMONT ANA
b
�I�reeinrwt nR geer
— - — _ — — — 2409
_ I
.30, 0 29#00 28f00 17/ii0 26r00 25.00
82t00 PLATE.PL.N•RR-ILE 0.r R IR.f SLSNCiRU --
M f'..fEEL l MER Z0 Ntw YO•K -----------
�I.p�^' 7 �zv � N I•
r b�B stub on north
l side of manhole '3wy Je
'1
stub on west
a � �yB/RC„y ys h3 h h3 h 3h h s �e sick of rrionho/a
Wye l B strib on south ro ��
y Bi2z' side of manhole S stub on south L Nh^I' v
2"H.P Gas Line �I side of manhole ;:
ql Location very �^ `
` .. � 0 approximate 3�'h
cY �� �� a
- - - - Zj
- - -
I
-- ---- - -- - - _.- - -- _ _. - - -- --- - --- - - 4TSS
--
z
- —_—
14740
— 73 tQr
—
6/t00 60t00 S9t00 SBt00 S7t00 S7t00 S6rQ%-/ SSf00 S4r00 S3s010 S1t00
YI
1 N• I I C' �f �'
hi Irtiyetion Ouch I � I'0� .� h ,
8 slab on west lyI ----__---_-�oJ � 'l�lT oy ti "
s;de of manhole I 'J
_ Section Line= Y `S
I/-8-5tub on south �• B Stubs f' east l sou>h
--- j %- side of manhole. h �I sides of' monho/e.
B Al -X on. SW side of base I I
B/oc.4 Loom �' 3� R
Cess Pool wye h�, of Chamber of Con'/rnerce
exca✓e>ion for h i siyn. Elev 4746.03 ^ Y e 1,,,,� q
Hauser residence i ch? 0 I�
west of station �:
sPt12 vh a h x
1 Lq
_
sans Grsve/ 0 e Q
L � _
47so - - _ - _ --
I�.. -i
47fS - -- --- - -- - - : - - - --
WEST SANITARY TRUNK SEWER
- - -- -
- -A, -
-- - -- - - --- -- -- -- 4 - - - - I
CITY OF BOZEMAN
5N k.M.T fin.
- r
Che�ludJ P.
- - . 43
PLAN & PROFILE
STA
-- --- -- .I.P
S3t00 SP*G10 ✓r/f00 SOf00 49+`00 48�00 47t00 46t00 _
PATE 2 PLAN PROFILE o.F.R.6 R.[.
M11c,L!SSCR 1.,xl.YONN
n '
� �
/
4 Water e , A.�t I I I E
cafes i I
s I uPProx. /acation I r Orai/laye Oifch
wre
- I l I I I W I 1
•,z�
-;5 ROAD - - -
/O Stub on west r --- - - - - - - --- - - - - - - - - - - - -n I - -- O-�
DURS770A/ 4" siCe of manhole
IN ^� I ;� I m I
—x —co
y
t I I L I I n^ I I n I 6 s!'ub on evs�F I I I n
I I R n 1 side oi'�no�ho�/e A
vim, 2•H.R 4as Line
Q I I x I
I oPProx.
E.I
0
It b 4770
4770 -
'
4765 -- - -- - - - _ --
- — ol
x.
4160
o 4760 -- — — - -- -- - - - - —
a Y cab
-
1476-0
'+t -
-- 1 v,
83t00 82t00 B3t00 82r00 B/t00 80t00 79f00 78t00 77.00 76r00 7St00 74t00 7B1100 72t00 7/t00
OD
�r�cl i �; I 33 I g3 I �h� �� i I ; I a ; �► I 3 so
vl h� vl ` I PI AI \q \hl hl �I o1 hl �I kI
V - - - - - --
I
- _ _
Imo' C � __ - ___. - _-- � - - - - - - -- - _— -_ __ - - ___ - _ - _
Lz-Z -- - - - - 4755
47�5 - - -- - -- - - - - -- - - - -
4750t- �7
WEST SANITARY TRUNK SEWER
- — _ - 0F B0ZEMAN
W...Ile R8. 0— _- -- - — ch can, to CITY
81 PROFILE
--- -' --- - - Ilse 7 `.
417 2
'STA. 60+64 TO 82+84 g
lE, .-_-_- - _- _-. .. - - - -- _-- tit_ — -.— -- _ - AA
- so H.MORRISONC.I- M C yrlf�\.\ III. I�iH
_ - .n I _ - ORRISON MAIERLE. INC. ,
RS
l` 1` =
CONSULTING ENGINEERS
A.N\It:R1.F. IllRfllLi tL It.
7/t00 70r00 69t00 - 68f00 67t 00 66t00 6 6 f0 fit 6Of Aes. A..Bo.0.EL HELENA M0 NTANA •n trc n-..
P+f.2-�.N PROFILE O.V.R.a R.1.STANC.RO
.'.-UFFEL L E55ER CO.NEW om
>� I
a��", - -
W+ o\Q +o
h I S a t V/LLARD S
N/NTH" AVE (� TREET
/P•E,�i�tin _ li
e e of �o
v
� o
4785
-- - - -
AL
4760
4780 - - - - - - —
0 ? {
- Exi ti Mo o% - - - - —
47,1 t -
� 47TS
4770
0 0 _- - -- - --. - --- -- -- .. -- -- - -- _ -- -- --
z z 4770 /00
ty.
4765
98s00 97s00 96,'04 9Sf00 9¢t00 r0o 93t00 9 +00 !
514
i vale
3 3 Kok
�——
m;� 3
� I l I I I
a
2.H.R 6os Line
Ll
4 Wofer Liir , N
c
0 � Z
zl O - - 477SN r
< 4775
I
--
El, 77,W2
z=W
4770
--
m
ELLi 4 W ter -- - - --- _. --- ----- 74S
4765 .. -- - --- - - - --- _- - -
4760 - - - ml WEST SANITARY TRUNK SEWER
CITY OF BOZEMAN
{
- - -
, — � PLAN 81 PROFILE
gTA. 82 +84 TO 97+64 417�B
-- -
-- -- _--- --. _ - _ ._-. -- -- _ -- ----- --- - - — --- -- _ - -_ .E. -
-- -- RRISON-MAIERLE. 1 C. ti'�a \tA:M�F.wEw
}
.. M�CONSULTING E N I.P
_ Jr ♦ E.
---_..- -- -_
CONSU NGINEERS
- JIINEIN\M\IP.Rt.h 11ARULU/
93+00 92"00 9/f00 AOf00 891-00 88f00 87rOYJ 86f00 8Sf00 84fGb B3t00 M,I.,y�.(.E ...Ir.e ^."
PLATE?FLAN.PROFILE ^.P R 6R,F,STANMRD
�Ma/717016- rind &: cover to tb&
furt'�ishe d by Owner
1
22�" to /70, r7fo/
1�
�i> Mon/�o/e to be Pr•e-cc7sJ�'
:p or e9cuo/ See 5oec,5.
1= :°' W YC DE TAIL
No stole
�'✓ D•• Slope shelf to •� i
�'t� o �cen ter
o err..
Q Q I' a
i ,
y_ shelf
ILIA TER/AL PER ✓O//VT
A '.; Slope she/t to center' A _ WEIGHT /N AOU/VOS
�i Install /plugged stubs Prpe sire' ✓ure *✓ornt Co9,,00und
- for future /atera/,v os --- --
y - - O.n s7 /Z 50 9 O 2.
I � � shown on the p/a
� I
O-G8 3. 9-5
Tom. , • /B" 0..919 -Q. t9 0
5,-Q 4G�e Mesh
c%nt corrmRoun a'
r/Ute '1E Inc/udes /O 7.- excess
SECTION A-A
MANHOLE DETAIL Scale 3/4"=l'-0" CLAY PIPE JOINT
Scale 3/4"= l'-0" No scale
1
Po_y w/011,171
rsee lab/e � �"
,� Eor�h fill\ W/DTf/ FOR COMPUT/lYG QU,4/VT/T/E-S
pipe s/ze W/a'7`h -
�� emotes
o '
o / / !/n/ess otherwise authorized by the
e E 7'0,-- , SECTION FOR PIPE /N SHALLOW TRENCH
�� xcavation shall not be carried or paid for
41 be%w the sewer invert _grade,
e.A��y pipe beo'o'ing !sand 5o�' fine rare/J required shq/; No scale
\\ if possible, be obtained from the e rcavgted
Q material. /Vo pipe beddiCV material w1// be paid for
Q other than as trench excavation unless /t /s
necessa-:y t-o haul it in a O' such,oroeurernen>` /s
ordered by -- ---
-� -�— 3. Where moundin_g over the pine 1-5regw1rec, a depth WEST WEST SANITARY TRUNK SEWER
/avert of P/pe of four feet wi// be f erred as, trench excavation 6r Des-prton
to compensate for fi///ny above the or�iaa/ Around. I CITY OF 8 0 Z E M A N
FOR PAY SECTIONS I"•'°"i TYPICAL DETAILS
DIMENSIONS 7 p
- tArrcM H)H4E �}I I-Z O
B
No scale 1 I _ HNn 6l&r l ( ,
- Jllll\H:MIIRRl40\1'.E. Itlill\'i:l\.1'H IY\,I III:
MORRISON-MAIERLE,IN
M.Am.tor.l'.E. Suni4p-1'upnr %
CONSULTING ENGINEERS
)ny EPR 1,MAIRRI.R H.11tULi1 1..Ea�:l.i:
I ...ter.M.AIn.Aar.V.E. Fi E L E N 4. M C1 N TA N A urn!Ene�n
t
i
Provide sockets rn rock ° 9 cc.P/o<esin
end of channel s1r77:lar morho/r whrn cast '
to cloy pipe socket
to:-o
C� i{
2-O _J This arra io br o�oer� to a.--,a .if
I�^T �eimit by-passing f/w
/ into o/d ouffa// b-1"sea/in9
/awe end of
u Z/ chorne% SECT/ON B-B
y' Clvert see spec
_ H
'Q � RiproP '
y E
I i I 7
j
I I Vf
------t.--. - ---L,---------{�}-----� Riiry and cover to br
---------�
`Z/ YiYrif%ed C/oy pipe SECT/ON C-C A� f, E/ P�ov:eed by ownrr
To 47/S50
D
• ° o
CULVERT ABOUT S TA. 7*35 3177o17ho% 51CPs Channel fo be calf
/n t. secfrbn A: into sr c tion of
SCALE: J/s"w/Lp" e_ inalhole before
so thof
/ar/ns con be removed '
30-0.. 41- /-.9 4 drat/i sale of openiir ,bhp'ie�69er t P9'c.c 3ie°eoch side of oReniry
i, I 1
D D.
` Opening for channr/ ° I.j. !"
to de made when
d-O manhole js prrcast ,N z0 y `
In. E/ 4708.dt/ t
V e .s is below openm_y .,0. l/ �itnfied Uoy Piers 1 F
2 Ex,sting
°
I Grougd,Line
Channel to be
o3s.
as a
reed `,
Z/"Ui tri fied C/ay P.Pe ''� r
Riprap 2 Existing Ground Line b
. ,P/.� T •//.� v
Cu/✓ert -`5ee S`k^C5
N d'
SECT/ON D-D 4- - — °
D
„k -ZD Ex isfin9 Pipe as She/{
q .p
pb. R
CULVERT ABOUT S TA. 32 f 85
` SCALE: i4'= /=-Q
A 6,6 - V Gaye Mesh SECT/ON A-A
MANHOLE ABOUT S TA. 0+42
SCALE.-
NOTES.' .. REVISIONS i•
�-fAe drainage channel flowing under the Pipe at sJOlion 3P+ WEST SANITARY TRUNK SEWER
B5 shot/ be relocated I No Date By I Descriptron '
as shown on sheet 417-28-4 and regraded using the section IAown d, 'At left
n to provide o smooth now of water through ,he Culver, under ,he serer viPe - CITY OF B 0 Z E MA N
and to the eu/vert under the railroad.
Drew.RF Pa.
- checked Rv,>--` 4 I7-2 B
ORA/NAGS CHANNEL SECT/ON App �c SPECIAL = oETai�s _ 9
Y t n I ' A`8 S"N'
%. �h MORR ISON•MAIERLE.We
SCALE: CCNSULTING ENGINEERS
If F111.MAIFR
k M..1m 5w.f.F HELENA. Mb NTANA It n
6 -0- I Trench excovatio� ,oai4
_ A -- - --� �9-.� for uro to this Pain!
4e0ea way �i{_ Trench excv✓otion Poid
'Iv� for Gc• •ons this Paint 42-O ,4e O
tje� Steel Liner
• /� I I r ,j,71,` Exca vat/on e6-0 29-0 Ex co vo Non
_ a I
40" +'/2 Gaye Sheeted i Sheeted
"' ` e a •' �t;f nesfib/E> Corrugated
I I I :,r a /S=0" This .Section TunnB//ed /S=0•'1 e �
AY I � •� j ,`, aJ each end of liner.
-A li r111
i� ,. _. Nestib/e pipe furnished i
by Owner.
11 Liner
2/ liifrifieo' --� "t Bu/Hheac/ . ..
C/ayPi�� 2•-O min,rnum i
1 6 - cover
A
SECT/ON A-A -
SECT/0N C C
1 SCALE.. p'-/, O„
L/NER BUL KHEA D DE TA IL
SCALE:
/2 = /. O.. Z/• Vitrifies C/ucf Pipe .Steel Liner -' -- -
SEC T/ON ABOUT S TA. 2/t 00
I
SCALE: %9 = / -O., Trench exco vofibn polo'
for u to this point
Trench excavation Pars
for bond this point 40'0 40-0,
EX, 22'6' 22-6- Excav'
B� Sheetraf Sheet
Steel This .Section i. T, lei d
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/O \° 2/._Vitirfies C/oy Pips
f '10. i Liner Bu/ffhead.� -
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2/ Vitrified Cloy Pier Steel Liner
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SEC TION ABOUT STA. 7f85
B� SECTION B-B SCALE: i8"=l'-O"
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PIPE AND LINER DETAIL
SCALE: l' = l'-O"
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t The cost of a// excavation required between the limits for french excavation i---- ------ - WEST SANITARY TRUNK SEWER
No. Dare By D-- t—
shall be included in the lump sum price bid for railroad crossing.
rx�tpP.; ... ..._. . -. CITY O F B O Z E M A N
2. lnito price
of vile fled Nation f she sewer
road crossing shall be paid for of the unit price bid for installation o! sewer pipe. -
3. Cradle for sliding pipe into tunnel to be designed by the contractor and k a n, �c j DETAILS OF
submitted to the engineer for approval 417-2B
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