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c °f ' 1 ��/� �/� f •f `� P10TES e •
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1 I I 0' �j \ \, All construction Hark on this project shall a
o I (• \\ `lo \ be completed in accordance with Montana m'
Public Works Sf^,dare Specification, Third t
\ \ Edition, October, 1988, with Addendum No.1
e
•w a� �� , o August, 1991 and City of Bozeman
w
o � �\ modifications. d
All traffic sign-i and marking shall be done
in accordance w th the Manual on Uniform
Traffic Control '-vices. 1988 Edition. V
oI The Contractor Gall restore all roadway
,� r surfaces to equa., or better condition than
o existed prior to excavation as determined by
6 A ba m + the City and Enq,neer. A City of Bozeman OI®
/ I Street Cut ern•t shall be required when
of i - �r o ;e so into City Streets.
ocn
The Contractor stroll be responsible for
o r I ly checking with the owners of underground
I m utilities such as power, telephone, cable, and
0 gas companies as to the location of their
' b undergouund line;. The Contractor is solely Z
e responsible for any damage done to these
r ten , installations due to failure to locate them or I 1
\ to property protect them when their location is r
is known.
I. \` Montana One Cc System 1-000-424-5555
� 1 �lll I I II�UL�. •.rlt t_ tf�
Layout Sheet 1
/ 4•Thick by 4' Road Design 2 ••-t
Wide Extruded Sewer Desig n 3 4 W
/ Insulation Board
(AASHro SPEC, Water Design 4 %d
Polystyrene. M230-70)
8• Length Min.
' f7 Fnsti^g Stom Drain - - 2- Thick
R Sand Cushion
p A LEGEND _
r ran. - ---— O
Fire Hydrant
�1I °wiai•'•°is l`4 s.'!1t Water Volue W "�_
• Proposed Wale, Lme
,��� �"�-'�--�'----.......................................... Existing water
C �I� �a( STREET SECTION TRENCH WALL
•I� / i N.T.S.
.y; NOTES Proposed Sewer Line '
•,..,9 w°} t Swelura of 2' lern it u sound cmv.l•ee Y et d to a%R06t
tear..en 6'er t'er•el pit rue eubeo•e eeuree,ernpxbd 1.9!x Prdlly \ Existing $ewer
ampxtlen on eaegreM•tM top 6'� .-"led end eempoeled to 961 Re1dM l � PROJECT NUMBER `� compaeuon,eASHTO T-99.eRh 0.30 en pw•duere tare MC-7a PAe•Cell. SEWER MAIN ——————————————————— Existing Storm Drain e
�• � 2J93.001 cQ
I SEWER MAIN SHUT NUMBER
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SSMN 95 \ / NOTE: THE CITY OF SOIEMAN SMALL INSTALL SEWER SEANCES
RIM 4927,80
INV WT.4920.08 4 TO LOTS 7 AND 17 UPON APPLICATION BY THE LOT OWNER.
/ SEWER ESM•T VARIES 30'MINIMUM /r .. Of
/ A. GRAPHIC SCALE
_ °
INSTALL 4'SE R LATERAL TO
3 / UNITS OF EM NKMENT,TYPICAL w
faA La96 op .00•MIET \ 11. IN, 7 r - - ----- Q
WATER
STA 4♦03.68 PR'JPOSE_D 6•— - (nch h 40 ITT I�
!— ' — — 1 I M1
N� � oo rO�pr Y
u $ / STA 5+49AL
8-PVC SEWER Drive SSMN 93 DROP MH -ST 8♦5427
pICoT'
o hell RIM
INV IN-4973.25
49 T.CI A q
/ // P°• INV OUT.4957.52 lost.
EXISTING EDGE, •) / I �, Pa,�n ;`V z �'�e
OF PAVEMENT C d / STA 2+38.38
p
O/ SSMN 92
s
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RIM.4922.40 r L •�' P r '_•' lc:L"'f " 4':
/ INV IN 4918.35 \ \ 1 / — EXISTING 6"WATER �,4l • ``
P INV IN: 4918.35 SEWER MAIN CROSSING UNDER
51" INV WT 49135 °�.1 WATER MAIN. CONTRACTOR TO �, '4Gf (RV\�•
\ 7A VERIFY DEPTH AND LOCATION 11.00'MIN
R•{ BEFORE CONSTRUCTION. / SEWER MAIN CROSSING UNDER • ••� r �
30.DO'SEWER ISN'T \ /• VERIFY DEPTH AND MAIN. CON�LOCA ACTOR ON 0
PRIOR TO CONSTRUCTION. , 000 VI n 9 h
\ �• w =6�'o
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STA 10447.20
air �� \ �� /• ` ye Sao_ min
>•• / /• STA 12+41 73
ER
I AC♦ WIDM r MT ARES LATERAL TO�UMTS `
�,• OF EMBANKMENT $f114-0 _ INSTALL
ak / SSMI 9BefB t re OSED 6T• _ N -'� EXISTING Y gt><WER LATERK
STA111
PROP AT
A WA TEP --o_ 0
1 INV OUT.NW197 L1 On�!
SSW 9 EXIST MIN �O U STA 13+02.70
RIM. 4927.94 o�r/ INV IN. 4917 30 • yg Q/ Con
OUT/ fT INV T 4917.20 / i6e• `Sd hell bl'IDe
STA 0+50 / 'g�•,. ar• / ` OO Cv ,.
0-e%603
\ e+i ' <`.; /• SSMH 94 STA fNB969 _
y/ $� IM OUT6COL.EO b `yd
Ile •�Q ' w INV T 499a-02 4991.B8 JA C.
f
\/fir 1•PK SS LAT �� g _EXISTING WATER MAIN /
S�2x MIN. TWICAI + MIN CLEARANCE- 18' YC///
1
y F / / n�F D°COIL tf I, O
SE O
g!A r PROPOSED PROBE i-
n 4980
4980 EXISTING PROFILE SOP IT, CI CI YI t
-- - - EMSTINO WATER MAIN V r ■
i •
MIN CLEARANCE-18• N J M 3 !
q70 nn C
JA
IN
O�Lo
1
4960
I -�!_— — nWyi Fln'NLL My �' 9rl IYCr• •H
EXISTING AND PROPOSED o
PROFILE ♦ ♦ V)
Cd
g W i pJC 5 VV' ROADWA EMBKMENT TO B n 4940 A
4940 �^ '3 STRU D I T
♦ m
as AN _ r
COMPLETI 4G M
N 03
N E+ / ♦p
EXISTING GROUND PROFILE NNvnnm _♦A�-,8 /y N �E
ss r ion n
PROPOSED PROFILE
M >i =b
F- GROUND.*ING GROUND PROFILE 2 4930
1 W
4930 H If
H i i H PP roOSED PROFILE
>
4920
1831 L F f SDR 35 Py1.t10f
o e
• 2J8.J8 if 8•SDR 35 PVC 5.0.401[ n + _ _ __ __—_
n
• ----- _. _ __ --.. _.._ SEWER IIISIILA
SB TI SEWER INSULAON �
DAMN AL&V 4970 PROJECT NUMBER
PAMy �» 2393-001
00
n o_ SHFFT NUMBER
D+00 1+00 2♦00 J+00 4+00 5+00 6+00 7+00 5+00 3+00 H00 `"
NX
A-Ij
/ NOTE TNAT EASEMENTS FOR WATER SERVICE
CURB STOPS AND BO%ES WLL BE AS-BUILT
AND SHOWNON A CERTIFICATE OF SURVEYBEING PREPARED AS PART OF THIS PROJECT.00
�+q1.e6+26STA i+-3o-.27" tALL 11-1/4 OEC BEND INSTALL{5 DEGREE BEN ♦p 00 HRUST BLOCKING W/THRUST BLOCKING ♦P STA l+6R60 11 MIN SE PARATIryI3/4-WATER SERVICE TO BEINSTAL, 6'X6' TE COVPLE'E WTH e'f,V ON STN WATER e THE SDl'TH,6";�'CN 'HE EA:1 w/ CAP --. i STORM SE wER INSTALLED BEYOND LIMITS OF ROAD EMBANKMENT AS OION THE NORTH W"H 'HR'.'Sl B'OC✓Nf.AS REQUIREDDETERMINED IN THE FIELD BY THE ENGINEER. D
INSTALL 11-1/4 DEG BEND GRAPHIC SCALE o
W/THRUST BLOCKING / \
Op
STA TASD ` \ STA B+ {
INSIALL ST ANCARC ':"•A-4)FIRE 4YDRANT CF + N ! \�\ INSiA TEMPORARY 1' W
SE TTNr.fCVPLE TI W'H R'rF' TE,6'GV- 5 C _ BLOW FF vA'_VE N
k BOV �oGF IHEP WrH•4 LF 6-CL 5• C'R - / tP ' / o
HYDPANT RL'N AVC S' Y^RAVT BAR.TR - \ 00 �v�/LAON
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T NeRe- 4o Nc
AND ALL RE 7L�Rf^ R.- "�KM: ,� o. O '.
I \ STA 8+54 27
TY'\Ve l�11.00'M REMOVE CAP AND THRUST B
nCll L 1 00'MI — AND CONNECT TO EX,6'MA
1 Q'COn 11-1/4 DEG BEND W/THRUS
\ IF REQUIRED. INSTALL 6'CBOX "
EXISTING EDGE `�
OF PAVEMENT O / ^O. y,• - S
NP�t b
/ STA 4+03,6e '8
L�INSTALL 45 DEGREE BEND / EXISTING 6•WA �* -���N, �•
W/TNRUST BLOCKING WATER MAIN. CONTRACTOR TO .20VERIFY DEPTH AND LOCATION P AND THRUST BLOCKINGBEFORE CONSTRUCTION. / ECT TO E%6'MAIN """"'"•" i
Y -�_ /• N VI VI n In
N oTE 1Mc - 1+4 Cc ,��rc5,
2•' 4AS 1y e=oae / / ` Nb 1. 0 --INSTALL 11-1/4 DEG BEND `<jb Z N Ern
GIP
_ T2F•-lcw ? 7 t}r ` W/THRUST BLOCKING r y S1A 1J+02
r R O 47/ /• �ch INSTALL TEMPORARY W O An.•.
`�'' /• o� WATER LSERVICE� / AR RELEASE TAP a= R
1' \ 3/4-WATER SFPNCE STA
1344g
E '4- TYPICAL \\ REMOVE CAP AND THRUST BLOCKING
y sNH+NAt9e• o fi
WAT�E'R WAIN.�COONTRACTOORR�TO -�° � 57 DIP n`, � � INSTALL 6'GATE VALVE
0 6"CL CONNECT TO EXISTING H MAIN RTIi a
VERIFY DEPTN AND LOCATION 11-1/4 DEG REND R/THRUST p
PRIOR TO CONSTRUCTION. 4+ /! BLOCKING IF AE("RED DO
CO NNECTTIO EXIST r , s6� NA y�� O'Connell Drive -♦
MAIN. INSTALL B'OV AA
W/THRUST ROCKING 00
// 'r 1'Y /• INSTALL I'
C• 0
WATER$FRNCF
STA 17-
`el `,6,4 \.\ V� /• 0. INSTALL 27-I/2 Dfr,9EE BEND C
w/THausT R_�K'ac
/
s 0 VVVV
�
\a'�D ,
PROPOSED PROFILE
49Ac EXISTING PROFILE / a.
T4 n.„n..rn I•w wnr ,-�' �
4910
- -
10 5 CL
--- / i EX EL 5GOJ3.!FTVc yRpq
SEPARATION O SO30
"I IL
_— _.. oo te e; i EXISTING PROFILE�_�% 4y Z
ww
_______ _..:)FVPO PROVIDE
65
<Nuo -m�-- GPM" I-IV COVER EOVEP J �wm
PROFILE OF RETENTION BASIN O /
o
CATCH POINTS i K u W <I u •r•1
Y Z o <W O R: �,• WATER MAIN � F j Z u u $020
PROPOSED PROFILE
Z m W I 72 apu 0-Ytir�',<
w� z� � r <o - III --- B.S' IN - ^1 -- 'N�M �v!� W
o vFi> Q c b i 6.5 MIN n °tom CO - L w 5010 r Q
4940 <ui s COVER o p �� ~off Vl
PROPOSED PROFILE b # j� F u
-tL--- - -- - - -- - W
CQ
� Epp d
EXISTING PROFILE t, 'R o>U o Wo
v, Z 4,493(
F^
COVER A99C.
r MAN 6'CL 1 01P
U
.C N A960 PROJECT NUMBER
1 4rsoop - � zses o01
♦/ o €O < ry v, n o ; SIHETT NUMBER
1 : N=m6]
3+0 6+00 7+00 a+00 11+00 12-10 13+00 4/4
W00 1+00 2+00 0 1400 5+00