HomeMy WebLinkAbout2002 Water Renovations ------- PLANS FOR THE CONSTRUCTION OF
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OUNEY
CITY OF BOZEMAN
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- -1iIt ----T 2002 WATER RENOVATION PROJECT
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BUM
B BOZEMAN, MONTANA
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ULLM 1111113— ------
—""A,BAN
V111MITY MAP
NOT TO SCALE
0 B0Z
BOZEMAA( M01VTAN4
...... ...... .... .......... ....
............ ..........
------------- ....... . . . .......... ........../ ............. ....................
............
............. ............................
_j
1883
EXISTING CITY WATER
SYSTEM AS SHOWN Old
VUS....------ ..... ............ - -----
THE 1997 CITY WATER' PRO.ECT CO.
MASTER PLAN. SIZES
A PIPE TYPES ARE ND
NOT SHOWN FOR CLAF17Y 0C 770W
PURPOSES (TYPICAL
ji
kE
I A. . .... Prepared by
....... ------ Prepared For
HKM Engineering Inc.
The City of Bozeman
McChesney Professional Bldg.
Olive Sireet 20 E. 601 Nikles Di.,Suite 2
Bozeman, Montana Bozeman,MT 59715
n
............I . ........ (406)586
59715 -8834
ENGINEERING � FAX (406) 586-1730
L
............. .....
PROJI. No. 04M229.134 MAY 2002
............. ..... ... ...................... -------------------- ............
................. ... ......................... ............ ... ... ... ................. ............
RECORD DRAWING
......... ..... ............ . . ........................ ............ .......
1AFORMA TION
A,
.......................
PROJECT MANAGER/ENGINEER
........... ......................... ............................
............ ......... ------- ----------...............
TO WATER
TREATMENT '44
PLANT Sheet No. 1
,-'*,'-bLINTON 0),
LITLE
-78, 10766 PE
CWTION O. L/nE PE
1'r0*0t maww G-1
LOCATION MAP ......
FMI ofmMolla w-
NOT TO SCALE ........ OF 18
Q,\Div 04\4M229134-NORTH\clwg\COVER.dwg 11/19/ 02 03150126 PM MST Copyright 0 2002 HKM ENGINEERING, Inc,, All Rights Reserved.
l
NORThrF"P9CIFIC R R o
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— v
N > o 0
I o m � a
RECORD WA WING \
o
INFORMATION �' F- •
11-28-02 _ 0 2
N o z
---oHP------f-----------------oRP------ ---- -- ---+---°�- - --- P---------�I- 20 0 20 40 Lr,J
PP PP m
-------------------------uc-rEL/o------- ---- ------------- ---uc-irl,/ro---------f `---- LLI a
__ scole feet U) •
5 BEGRJ CONSTRUCTION7fr-
1 BUILDING O o cs^ -y<
LL
(FRONT STREET) 1 _ i REMOVE & REPLACE IN }IND 2 pN No. to Q w z m a
(TAMARACK STREET) I Ly ExlsnNc cuae & cu _ Z
STA. 5+28.80 (FRONT ST.) I ``x EL=4749.B3 0 o
S I IF DAMAGED DURING Q 3 < a o`-
= STA. 0+25.12 ((TAMARACK ST.) 1 '{-,
W INSTALL NEW 12' TEE. I m 130.00 LFCONSTRUCn(TYPICAL)APPROXIMATELY
+
CAP TEE NORTH SIDE. 1 - Ag STING IN PLACE •
LLI COrTNW000 srUMP < — ,ekISTING 6' WATER =
W 24"WA-- 9 1 I INSTALL 223.20 LF. 2 _ LINE. REMOVE AS
(/) P� �(rrvlC.u) Pl 1 12 CL 51 DUCTILE p_1 D_1 �Qva, NEEDED. (TYPICAL) Q
Q �- F �. F� P( 111 IRON PIPE (� 0 I�
PP Z
O � _ --
Q - - - - - - - - - - —�1 i I -- Uo-¢L-= rn
FRONT STR�f�'T 4 sTA 0+48.00 TAM— sr. - _i-_ _ _ - - S —— Z o F' U LU O
N INSTALL 12' BUTTERRRA VALVE 1 - '' _ - �� —
72' WITH BOX. 1 < _ i
------ uj
-------------
13,1
- -
- -- ss - - - - z" Ip - - = g a
in
Q -- - - - _ ----- .-�-VERTICAL DS +
at - ss- -------1 ro=r----REQUIRED REIN - --I--------------- U � Z � Z w 1�
V) J14 J�4. 6'.Cl.RW /--t-y / t-t-> - /-r/s-I -,�:- /-.•-.• r Q d Q
a H LLI Q
j 1 f- ':ND ASPHALT N O O N
Lil LOADIN /� _-�t t _ PAVEMENT. a J
APPROXIMATE LIMITS DOCK •r� pp
TL /TYPICAL Hcc
Z OF TIRE PILES o '9r t �r p� *n -- ss--- ----- -sr ) • m O
ti - ---- - - - - a -� Q w
(TYPICAL) _ C �/i CP 6- S IK + - - - rf \ �y > Z ~
_ - - 7�— - cE - -—�- - - cYi �� K-47as.za -T - - -- -- \ LL O Q Q
/ fEt!o lJ Q /`/ / N 1eeppaa0 �- 7,�-
\p o 0 Z 0
/ ME SFE 1Davet.e3 \ \ �' } w 3 a0
/ �l 7 \ / F SL(,, (� \ \ \ � OC Nj ����. '� '\ \ -UINMARKED EXISTING GAS '],. S�- ABANDONIN PLACE \'\ \. • O W N
P •\ / LINE. UNABLE TO LOCATE '9 EXISTING 6' WATER O \ STA. 3+79.00 '4 n U � 00 wIn
UNKNOWN TO NW ENERGY. T LINE. REMOVE AS O s INSTALL 12x4 TEE w
\ ^- -_-_.__ /�o \ '.\ '•\ \ / ���OXS NEEDED. (TYPICAL) OO� c \ MAT. 4" GATE VALVE N ~ Q
AND BOX. CONNECT TO s Q U)
EXISTING 4- WATER o 3 ~
SERVIrE. VERTICAL 22 1/2' H CO
\ rl \ \ \ \ \ �CONNECTION.IRED TO MAKE z 0
i E E - ° LL
-- a
PROFILE >
Scale 1'-20• Horiz.
Scale 1'=2• Vert. ? C� ?tG 2 •
4752 - 2 1^�� �y 22 �L 47
i...................:...................i.:.............. i... ......
S2
E o ``�d`p*•..a33y��
4750 to
APPROXIMATE conotifc �+`�' 21r 2 2< + 2 N o W c> `~' z
..:. ............. ........ .. ........ ............. .. .............
......................................................................................................... £XISTlNG CROUNU ...:... .. ..... ...:.n.. !0 Q .W .. .... ............. 22 ........... ....... ......... 4750
HOCK :+ �... .. .... 6 ... .............. i._...r ............ _Z', p'_�
- OL£R OF PIPELINE .i...`y Q i i 1'
LARGE 77R£PILES ? i dam~..y�2 2
(TYPICAL) ? i ; - i i E i i ti H X .. 1� Ix.... _ -
:.
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........:........ .......:........................................................:.. .................................:...... ................................................................................... ...................:. •T. .......... .. .... .. .... ....
IN ALE 22J.217 LF: 12�-fl,51�
� ikoN PIPE
E
4740
.•.......................................................................................................................:..................................... ................................................:...................• ... aJ 4740
_..............................................................................................: ...................... ......................................................... ............ ............. ............. ... ....... ............. ... .............
p ABANDON/M PUCE-
•
RE3°A+IR£XISI7KC
:. £XISDNC 6S WATER LINE. COAWI£ET
4736 S i i i i ?. i ° i i i 'WMCAL)
�� At�'EDfD
SERWVt
.EMSIHVG �
(SH BE;"DWD 2
Q i
....... .. ..... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ... .... 4736:...................:...................:... ... .............
Z
310.00 'f. TYPE A': fl
W
:
4736 i
I : :
w
eAar u
.. .......................................................:...................:...............................................................................:.....................................:.......................................:......................................:.................... - i 4736
3 .......... .. ....... ............. Sheet No. 10
Q; Cl'i o
4734
+ 4734
2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+60 4+00 4+20 4+40 4+00 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 OF 16 .04
Q,\Div. 04\4M229134-N0RTH\dwg\F-I,dwg 11/19/2002 09.34,11 AM MST Copyrgr' 0 2002 HKM ENGINEERING, Inc., All Rights Reserved.
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s
a G N
NORTfW"P,4CMIC RR
a
o m
a: a:
ABANDON IN PLACE _o
EXISTING 8' WATER
4 STA. 9+69.08 LINE. REMOVE AS - uG-FEL I o
�NSTAAL�-L fi ATEE•VALVE - REOUIREO.
(TYPICAL) / v o z
WITH BOX. CONNECT TO STATION EQUATION •Y O
EXISTING 6' WATER _ STA. 11+10.34 BACK $ _
SERVICE. _ - pp STA. 1G+93.89 AHEAD HORI. ANG. PT. 0
_- INSTALL PI 45'BEND / 20 0 20 40 •
_ 1 DEFLECT PIPE JOINTS.
3 2_ 3 4 STA. 9+51.49 - n _ CP 6" SPIKE \ pp it f I�i
D-1 - - - INSTALL.-12z6 TEE WITH i _ - - EL=4750.26 1 #_/ ale fee
_ I. o
_ - --FIRE HYDRANT ASSEMBLY _-- N 9664.42 11 ��1/ 'a+v-__ _
_ - -- INSTALL 6' GATE VALVE AND __ --- k E 10669.92 / 3 z o
- - BOX. INSTALL 8'0 BOLLARDS.- 1 /� I o o
<L
- -'- --pt✓-- /'/// ❑
INSTALL 450.00 LF 12' 2 l
_ CL 51 DUCTILE IRON `PE p_1 p_1
U) -- - STA. 9+30.87 HORIL AND.PT. /-/I
---t-� 1 PH NO. It Uqs " Z
w pp DEFLECT PIPE JOINi8 EL-475Q59 pp _ l l P
W
0PROAT I ff STA 9+00.00 HORIZ ANG. PT. 10+00 AwA/7'` " -! + l ����/ • W J p
--11+OD (TMCAL) V Q
C� DEFLECT PIPE JOINTS
-------4------------------- T _ �"
l<7 i rT-i`f tYY 1" s` �f '. Xp --,- �� + I 6' WATER LINE EXISTINGREMOVE ��r� Q Z a CC N
---- /
��----- o \� pp O W Q
+� - •o N O
Q $ 9+00 --�j \\ J 4o
------ ------ss-" - ---- - \ / V 7u�
) \ 712
R. ..SPIKE CVV7Ep cf� �/ Q-' ❑ W V
\ 1 RECONNECT EXISTING \ �' I N 96333..56 FRONT ST. \ \ ,�_ �\ \ �'� cli H �
W \
WATER SERVICES TO 'UtTICAL B i 7 E 10581.1 \ \ EXISTING TREES ` _
J •'' \\ E NEW 12' WATERLINE:' crc-, REQUIRED-/ r / �TL\ '� `� PROTECT IN PLACE (y `syvpC , / •
(TYPICAL) \ (TYPICALy i 6 MAINTNN 18• wtnc 5 \ REPAIR KIND.
lpp (` M U
-•� G r / / \ FENCE IN KIND,
O ?� 2 INSTALL 1dtlo LF. r / / CLEARANCE BETWEEN AS NEEDED. RECORD ORAWdVG Q r j Q
-� / NEW WATER LINE AND / w N
Q �` \ �__\ D-1 D-1 RONLP 51 IPE� % EXISTING SEWER MAIN �\ LNFORMAT/ON a
\ \ �// / �'- (�) REMOVE E70STING-CURB 11 P,`v 11-28-02 o Z
� c STOP. INSTALL NEW CURB 0 0
J STOP AS SHOWN AND CONNEC Z m
\ TO NEW 12' WATER LINE u LL
d
45a00;LF. TYPE&AGIKFKL PROFlLE
- � T
* Vert
Scale 1"=20'Hartz
2 � � � � 4754
4754 :Z __. ...... m� mti _.. .. . ..... ........... ........ ..... ..... .. Q m2. ,`,�� uaai��
.......................
Scale 1 2
_
APPRbX/MA7E m 3 `gyp p_ :�Nj.9••,
�Kz1 ^ M71NGGROUND W,".,ro4� `�
� 4752
,' ... PIP ogiN -
i ... .. ................... .......... _
4752 E E W ............. .. _ :a
OFER;¢OF EUNE
ate. _...... .. ... :.............. o 4'i a ` 5..................:...................:...._.
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tia0t~i141 - 4750
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4744 i _.....:...................i...................i..................L_................E..................................:. .... ... .... .. ........ G .51..017C7NL ''RON"PIPE .................-- .......�...
.. .....:.......... .......:.....
: O -
000 LF f?"
4742
4742 `. .�.. .....__-. ..:.: :.......:.:. .._- ..... ..... ......-.. ....... ..... .... ...._....._-. .......... .......... ...... .... .. ... ... .................................... ....- .................. ... ........ __..... ............. Z
...
J E
CONNECT TO E:XI$flIUG4740. W
...... ........ .. ........ .............
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4738
W
O♦z
............. ............. ............ ............. ............. .. ... ...... ........ ... ..... ..... .......... .. :._. .. ............. ... .. ......... ... __ Sheet No. 11
4738
...............:.............. ........__.-
HW O O: h. ^!' h ■ _`
i.i w: r. �; w; v: ♦: -- ♦: ♦; •; ♦; .- .... . ..... ..... ..... ._.. +. ..................................4736...
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4738 : :...................:...................:............ 11+80.. 12+00.. 12+20
..................:....................................................................................................
7+60 7+80 8+00 8+20 8+40 8+80 5+80 9+00 9+20 9+40 I+AD 9+80 10+00 10+20 10+40 10+80 10+8D 11+00 11+20 11+40 11+80
Copyright Inc.. Allg a essrved.
QADIv 04\4M229134-NORTH\dwg\F-2.dwg 11/19/2002 03,07-35 PM MST
i -
O
T� \ iTs
MATCH LINE — STA. 15+50.00 SEE SHT. NO. F-4in F5
m
/G a
Rp
0 ✓✓ � ° I ¢ 0
I HAM LINK .$ b �
r EENCE
I I I I I 9--
(TYPICAL) / � � S 0
i
I a �
MAXIMUM DEFLECTION d
�20 PIPE JOINT IS 3'
N ONZ 5� ° (TYPICAL) I a
I FR I I •
LL-
I STA. 15+00.00 - 11� 2 3 = W w
20 i I INSTALL 12x6 TEE. i
O INSTALL FIRE HYDRANT i Z
FRONS I ASSEMBLY W TH 6" GATE RECORD DRAWING o ;
Z �ZO d g VALVE AND BOX. INSTA X r 6 o
FRpN� Sj l °I FENCE IN-KIND BOLLARDS- ASPNE /NFORMAT O �.
15.80' INSTALL 45.80 LF. 6" 51
In cFF UNKNOWN l --bUCTILE IRON PIPE.
Li l - _ _ ADDRESS f ;� 0
W \ I
xULID FENCE I �^ I I / °
/ STA. 13+52.2t Il _ _ 29.1't AT n MAINTAIN 18' VERTICAL rJ
INSTALL 12x8 TEE - ABANDON IN PLACE 1 00RNER CLEARAN�E BETWEEN p_i ,&
- i '+ J I I EXISTING 6" WATER I / NEW WA1$R LINE k EXISTING
O __�_ r-� \ LINE. REMOVE AS I SEWER k'STORM Ll� O
Q _ter. —J ' ¢ STA. LL 12*00 REQUIRED. I I ( ) I Q V O
I _ INSTALL 1Y BUTTERFLY I / Q O
+ VALVE WITH BOX \ (TYPICAL) I o REMOVE EXISTING � J �
04 2 INSTALL 350.00 LF. 12' $ I 6" WATERLJNE 0 0 Q d +
_ CL 51 DUCTILE IRON PIPE I \ I I N Z ir Z W
-- -�- I I STA. 14-+27.55 HORIZ G PT Q Q (L Q
Q -----ss'-° _L_ All
-` ------ ss-/��- ___�/_ I INSTALL HORIZ. 12 45'�END H LJJ Q
I Z
(n 13+00 6 I / I STA. 14+13.52 HORIZ NG PT '-' N ,Jco
INSTALL IHORIZ. 12- 45"BEND • 0 Q W 0
3�_ I"BAR �{ j / LL 'Z < Q�
W p/Na 1 _(�8" SPIKE / +00 I 3 Q�c V
Z -,PPWX----415 --- EL-4751.52 t I / I I W ` S
L ' N 9407.87 BLDG. BLDG. J I I INSTALL S.Of L I I i '�' O 0
E 1D653.93 CL 51 DUCTILE 'IPE I O
° °-- �` ° • Q W +
Lu
CY
L <
Q REPAIR EXISTING ¢ _STA. 13+52.2f 6.0't RT J' '�I va r - - - Q
(��-) FENCE IN KIND, ° I I i 20 0 20 40 N
AS NEEDED. - INS A- 6 GATE VALVE I F
WITH BOX. CONNECT TO 'I "i i ,q�,gy .°de 1 feet o 0)
EXISTING 6" WATER LINE. I ° _t—� a"
u
LL
E i PROFILE Al
• 350.00 LF.' TIP£ A'BrCKFXL Scale 1'-20' Horiz.
--._.--- s - --- Scale 1"-2' Vert. - a
•
CL
ti
4756 Q 4756
......................................E.................................-...--......................................................................... ............. ............. ...... ............. ............. .... ............ ............. .............. ............. ............. ............. ............. ... ........
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f i i i i
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N 1'
e.
4754 PP ! i ...* m ?N& N..... O y Q
A....RQXMAIE..:.... ................................................................................................ . . Nm........................ . . :. ..In ...:.... $ .................... _............................................... & .......... .............. ............. ............. ............. ............. ............. .............
nl EXISTING GROUND N N ;i d K oo p m cc Y 3 ,
OVI:R fE OF PI _ �_ 1+1 2 +N�ma� h Z�s+"*...P.OFF, •
h
tiK li
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4752 : 55 i SS 2 2 �i i m: ~2 ~2 2 h�7 m 4752 �•'•�
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4750 4750 �7 ycJ ri
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:.......................................................:...................:..................:.......... ...... ............. ............
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474E i i i i 2 4748 q O
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b
4746 ? Q ; i:: :: I i ::: 4746
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............. ..................................................... ......:. ..........:........................:................... ..........:...................:.......................................... ... ................ ....... ........ ............ ... .. ........... .... ...... ......... ..... .......... .. .-.....-.... - ......... ...
i
I
4744 i 4744
Ell NMSTALL 35000 LF. Lr CL 51 DUCTILE M1liA1
• ........... .. ......: ..... .. .. ... ............ ............. ............. ...... ........ .... ........ .. ...... ........ ............. .................................................... Ll\ J .. .............. ........ ...
i .... :. ....... r...: ...... .............. .............. ......._.
:...—0
�...
s U
�-CONNECT EXISTING WATER
SERVICES TO NEW WATER LINE
4742 ? i TYPICAL _ : .- i�REPAIR EXISTING .... .. ....... .. ............. - i 4742 w
. ... ......... ._(..__.....�. .._._. --.-..... ........................... ........... ..... .......... ............. ...
....................................... ........... ...i.. ..,.. ............ ............ .............. .... ............. ............ ........... ..... ......
......
4740 - 4740
.................:...................:...................:...._.............:.......____...<....-._-..........:...................:...................:................ ............. ............. .............. .............. ............. ............. ............. ............. ............ ............. ............. ............. ............. ............. ................... ............. .. ............. ............. .... ..
wi... -w.••• _ a i••• a•... n•.. _ ... ..... Sheet No. 12
4738a 4738
12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 OF 18
0ADiv, 04\4M229134 NORTH\dwg\F-3.dwg 11/19/2002 U3-23,01 PM MST
opy:,.it 0 2002 HKM ENGINEERING, Inc., All Rights Reserved.
?� RECONNECT EXISTING
WATER SERVICES TO
UNKIND WATER
NEW 12" WATERLINE 11 o m o 0
ADDRESS (NONE FOUND IN FIELD)
a
(TYPICAL)
EXISTING JAVCK FENCE.., � =
REPLACE IN KIND, AS \ • '� w F
NEEDED.
O - ---- _ w c o
HP---- _ - - - - z
------- PP OIf-
- - ---+---- - -- - ---OHP------ ----- °P FRONT STR�4�'T __---- ° U) v 6 as
T - -
.-
-------OHP-- - -- ------ °° - p RECORD ORAW/NG �
-------------+------
STA. 16+42.69 HORIZ ANG PT O /NF-OIPMAT/ON •
INSTALL HORIZ 12 45'BEND O 11-29-02 0 -
5 MAINTAIN 18" VERTICAL INSTALL .00 .F. 1 2 ssg—------ - O
---- Ct 5151 DUCTILE IRON PIPE D-1 D-1 ----`-
------ Nor
D-1 CLEARANCE BETWEEN NEW o
-----
WATER LINE hEXISTING - sse____------- -- 11 D O
SEWER h STORM I -2, ___- - - - ---- J94-00 1 04 o o z
(TYP) I e'
-- -----SS-------- 18+00
\ 17+00 7"'
DH NO. 13 o °
_ 'z
ocAnav \� DEFLECT PIPE -� - XISTING WIRE FENCE. W
ABANDON IN PLACE / ouj
EXISTING 6" WATER I CP 6" SPIKE `\\ NEED DD. IN KIND, AS J o I O
EL=4751.22 _STA. 16+14.OD '�
LINE. REMOVE AS •NE uL - -
N 9236.61 \ INSTALL 12' BUTTERFLY _ TE MAXIMUM DEFlEC1XXV I I(TYP) • (- U Q
NEEDED. POLE
(TYPICAL) E 10845.93 \\ VALVE 1MTF1 BOX. EM EXISTING PIPE.X)MIT IS 3"
6 \ 6" W TER LINE FROM TYPICAL) N J O
STA. 16+48.6t TO SI A. I I I oo Q Q 0- ++
o 20+16*. SEE SHT.iF-5 Q N Z w
IN 0
WOOD 0 0)
FENCE <
S (TYPICAL) > Z F' ~
3: Q
Sx ° }aw O
w U)
�wm `� LO
MfiL
cL=•175L60 .�i \ \`� \ 20 0 20 40 Z O
o \ scale feet IIx
u LL
PROFILE - m
.. ..... o
Scale 1"=20' Horli. •'
Scale 1"=2' Vert. -
•
475ff i a , ? IL a o Q. a 4756
..... .... . ........ .................... .......i......0 ............'..:.: E................ ............. ..... _.. _. ........... ............. .............
:.................... E.: ..... ........ ............ ............. ............. ............. ............. .............
Y S"2 O
O k
4754 41 J O :it 4754 Z �°
...... .. .......... 41. .._.:... .... .......... ....... _... ...... ............. ............. ................_.. .............. ........... .. .............. Ql ............................ i... :.. ...i... .:..... .:.i... .... ............. ............. ............. .............
o e N r; ....... ..................
aOF a ..R ....................................................
+ b ti }x d b N i4PPROXIMAIE
) b� W i FXlsn�G GRQIMO.
4752 E i v~` c y`Y� N _ - 4752 ".
r:+ OVER POIELNE f7
L5� 2 41
: .� ...i................. .. ......... ....... ............. C to .......... .......... ..h ........... z .:. ... ................
__ _ - -- --- ---- - - - --- - ------------- - �
- -
- -.........
00
i . co
i
4748 i ? i i i 4748 q00
O
........... .. ............................ ..............:...................:...................:........... ..:.................:.:................... --•- W
......................................... ................................................................................ ......-:....... . �. ...........................................................................:...................:................ ............. ........ ............. ............. ............. .............
N
4748 4746
...................................
:........................................................ .. :.. .. ...................'.. .....................'................ ............. ........................................ ........
ii i 0 �.............E...................i.................
4744 I i 4741
i �: i
i \ INSTALL 9450.00 LF. f2"CL 51 D!%CTN.E IRON MPE
Z
• i i i i i
i _ et
4742 i i i j .. W
...... .... ... .... ...........�... ...:.............. ..:............... ............ .............. ............. ............. ....
...............................................:........................... ........... ..................... .. ....... ............ ...:... ...:.. ...:.:. ...:... ...:... ......... ............. ............. ............. ............. .............
i
E
E
4740 i E i : ::::: i i -- - 4W.00 LF. F.YPE A"BACKRLL ------- :: - :.: 4740
............................................. .. ......... ..... -. ........... ............. ............. ....... ............
............
-.. ---- -. -... Sheet No. 13
i i
.. ..... .. . .............
n: n: h� ♦, ry: .t. �:--- -O:- O: O� O: O: D• A. ...ryl... b•...
4738 i4738
15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 OF 18
DAD, 04\4M229134_NORTH\dwg\F-4.dwg 11/19/2002 03,44,50 PM MST Copyright 0 2002 HKM ENGINEERING, Inc., All Rights Reserved.
� � N
INSTALL 46.00 LF. 12' ) 2 I o \
C IRON D-1 D-i o m rr rc
PIPE a
n c
REMOVE EXISTING WATER LINE ° z F-
\FROM STA. 16+48.6f TO STA. '> s
20+38.13. SEE SHT. F-4. 0 0
(TYPICAL) o
v
1
?� Z � N
ST �'
EXISTING JACK FENCE. FR01'L 1 t
U REPLACE IN KIND, AS
F- NEEDED. o g l o s
_ \ (TYPICAL)
N ` -- - - - Ni,
\ _ i- ff
LILJ HORIZ PT. INSTALL HORIZ 12' --- • o ,z�
22 1/2'BENp. o O STA. 20+35.011
I STA. 20+41.00
HORIZ ANG PT. INSTALL HONZ 12
O 22 1 ANG PT. INSTALL HORIZ 1 1 11 1/4,BEND. -------'
O 221 BEND. t----- l ----------------
01
O
Z
(�
W
- ` STA. 20148.50 4 • Q J TOry
U) \ \ J\ INSTALL 6' GATE 0 O Q 0.
\ \ VALVE BATH BOX N Z cc cm
\ \ INSTALL 5.0t F. 6' ) Z a 0_ W Q
W \\ �' yPp \ CL 51 DUCTILE IRON D-1 D- T Z F.
i
Z NOTE: VER AL \x; PIPE u IN 0 J N
J BENDS REO IRED i STA. 12+46.00 0
NS ALL 12xl2x a 0
_ \ INSTALL 12x6 REDUCER • OI1 gpyT \ x \ \ \ \ I I >
H SOUTH SIDE
Q~
O
I Z
STA. 20+ .0
R INSTALL 6x8 TEE.Q
- I I / } O
\ Q> \ \ RECONNECT TO EXISTING Al
}F� IN
90LUARII f \ \\ FIRE HYDRANT ASSEMBLY I • V a)a) W O
CP 6' IKE \ `� INSTALL 6' GATE VALVE
Z INSTALL 31.00 LF. 6' \ WITH BOX SOUTH SIDE.
CL S7 DUCTILE IRON EL-47 56 <\ \ > m H
p_ 1
PIPE N 888$.74 \ `� �\ END CONSTRUCTION 20 o zo 40 RECORD DRA WlUVG N Q Q
E 11097.04 \ \\ \\ •aj\ STA. 20+77.0t\ Scale �e INFORMATION o H
\\ INSTALL 6' TRANSITION OR ��2g_Q? Z SLEEVE AS NEEDED. CONNECT d D
EXISTING 6' WATER LINE. (DEP UNKNOWN)
u
PROFILE
Scale 1'-20' Hal:.
vi Scale 1'-2' Vert. o.
4758 ? 2 2 ib IS'
.......................................:........................................................ ................ _ 33r'y%
0 0
Jm 4758
y�<M' ... r: 0
ROXIMATE
RY �I Huai
�p� LI
1. I/ :GROUNDJo4756 i .......11 ..... ....... Ai � R �oW '4 M........_.................:a...................:..... .. .. .. _ _ .. ._.......... ._........... .........
R f PIPELINE 17r�4754 N07E: HORIZONTAL __
. ti W
titi WCh
y�4G2�
4754
..................a.... ........ .. ... - v
..... ... ...............
yF _
PROFILE FOR Z
OR CALLED
i
PURPOSES
STALL 31.00 L.F.:6'
4752
. 4752
. ...............
..................s ......... ....... ...... _ _..... _ .......... I (~ C�9 CO
z A 00 ka
o Z g O O
Q �` 21100
. M F 2' THICK X 4.00' C7 ZW
� .D
100
. RU �
4750 4750 6 N ....
.. ...........:.. ....... .. ........... ...... ....... ... .... .. ......,,...,, . �E165TM�G 6 LINE 4746 .1" CID m G.
........ ........ .... .:... ... ....... _ .............. _ I
:..
i
L
V�Ir� .... 4746
:.................._............ F ) Z
- iT� W
Q i ij LINE 77,011
t Xf5
4744 i i i 2 I i 4 INSTALL 1N UN / Z
.....................................;..................;.................. ..................,..................;............_.................. ..�.`� C.o...._ .. ..
INSTALL MECALUG FROM STA. + A. +
RESTRAINED JOINTS ON ALL MA
1744 AND FlTIINC CONNECTIONS
50 232 l%
En la Z
CD W
�IZ
474Y...........- .... ..:: .......... ........ .............. ..............._.... .........
�.z .. _ ... ...... _ ...... _ __.. - . ........................._ Sheet No. 14
4742
77. L.F. : A a9_ W�.. F 5
4740 of 16
4740 - +:
20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40
Copyright O 2002 HKM ENGINEERING, Inc., All Rights Reserved.
D,\Dlv, 04\4M229134_NORTH\dwg\F-5.dw9 11/20/2002 09-58.45 AM MST
l
NOTES: SEE O.S.H.A.SAFETY AND HEALTH RCGU TIONS FOR ° m
1.ALL EXCAVATION DEPTHS OVER 20 FEET MUST HAVE SLOPING CONSTRUCTION.SECTIONS 1926.651 AND 1926.652, ASPHALT TRENCH RESTORATION zow p O
OR BENCHING SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL EXISTING ASPHALT O
ENGINEER. SURFACE k BASE
COURSE TO REMAIN N
2.WHERE TRENCH PASSES THNUHCH EXISTING PAVEMENT,THE PLANT MIX ASPHALT v
PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A SURFACE COURSE �1❑l.� o it it
MINIMUM OF 1T•FROM THE EDGE OF THE TRENCH OPENING. 0 m
WHERE NEAT LINE IS LESS THAN 3 FEET FROM THE EDGE OF n
EXISTING PAVEMENT OR CURB AND W fDR SECTION,REMOVE ¢ o r O
AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCAI AND • m
EDGE OF PAVEMENT25
3,WHEN IN UNSTABLE OR SOFT MATERIAL. TRENCH WALLS SHALL 00CREBAR ANCHOR
BE BACK SOPED FROM DIE BOTTOM OF THE TRENCH.(TYPE 1
EXCAVATION). • /\/ �\/ \I\ I \ \//\// /\\�\\ \\ \ w� y Z a a
VERTICAL TRENCH WALLS y /\ /\ \/ v \ \ / �\ _
WITH SHORMG TO CONFORM l\\
TO O.S.H.A.REGULATIONS. "MNE�RML
•
EXISTING STREET /� \\ 1 1/2•MINUS CRUSHED
TYPE 2 EXCAVA DON.
:SURFACE SI1B(77ADE OR \ AG'GREGATE BASE COURSE///` OUND SURFACE \ > w - ` Zmu��i c '
/ 2' 1 FOOL CUT-BACK / ` I \� \ oMW (BOiH/1A SIDES)Y CONC. ANCHOR I G # o w i
// // / // /\///�/�•yf % \
INSTALL DETECTABLE WARNING TAPE \\\ VARLAAE
\\ / \ / C"MINIMUM OR 12•MAXIMUM NOTE:
IB"MAkIMUN DEPTH.(OPTIONAL) TO UNDISNRBED AGGREGATE OTH
BASE COURSE BIOTUMASTIC NO. 50 CCOATNGOr
OR EQUAL
�� /\ / _O o o \\ WATER OR
\ / Q pQ O O Q O O OpQ SEWER PIPE
BACK SLOPE AS SPECIFIED i \/ 0 0 / VALVES 12 HNC:TES AND LARGER
CONFORM TO O.S.H.A,REGULATIONS.• % OO O°oO u
TYPE 11
EXCAVATION: (NO STEEPER \ / \/ O p O Q_p0 O J WILL LIE HORItONTAL DUE
THAN 1:1 SLOPE EXCFpT FOR ROCKS). / o 0 000 /\/ TO BEVEL GEARING. o,
/ -0 OOO o
TRENCHWIDTH-0.0.OF PIPE PLUS T FEET / c7Qo 00 O �pQ/� • F""
wiimi b mETiF�N VADTH.as FEET / 0 cp Qpo Opp /� THRUST BLOCK DIMENSIONS W (0
TYPE'A' TRENCH BACKELL O o OO OO \�
N
/ ANCHOR O J
o /\�j\\�;\\%\��%\\����%�\%/ Roo VALVE 1so Psi o Z O Q a
I YPF"1"PIPE BEDDING Q OQ Qd Q O OOOpQ Q < ` W
001,O, 000°0000 SIZE SIZE A- B- •C^ > Q ,l F'
IMPORTED 3/4'MINUS SELECT 0 pO �OOo-OoQ NOTES' ~ Q
BtODING MATERIAL,PLACFO IN 0 o0°pOQO O �[lpp� 1.WHEN THE EDGE Of ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE 3/4" 6" & 8" 2'-0" 2'-0" 2'-D" Z Z
n'MAXIMUM LAYERS AND OOO - - OOO iO GUTTER OR EDGE OF ASPHALT,THE ASPHALT SHALL BE REMOVED TO THE GUTTER a` N O O (n
tIIOROUGHLY COMPACTED. _n Q 1 OR EDGE OF ASPHALT AND RESTORED.THIS EXTRA SURFACE RESTORATION SHALL o O P C
l!p O p O o0 h 3 4" 10" 2'-F" 2'-6" 2'-0" a C
d(J�� BE PAID FOR,BASED UPON THE PROVISIONS INCLUDED IN THE MEASUREMENT AND / m
O PAYMENT FOR ASPHALT SURFACE RESTORATION. • Q O
TYPE"2'BEDDING WHERE ;0.
RE rzO 2 ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS' 3/4" 12" 3'-1)" 3'-0" 2-8" O Z Z
REWIRED FlM SOFT OR 0 /\ Q
\ ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN 3 Q
UNSTABLE FOUNDATION, ;e - 1 1/8" 16" 4'-4" 3'-0" 3'-0"
TYPE"I"- 3' 3' 9" 1
o r LU W J
\/ \� N wu Jl
3.If ICE TE!THTH E O PAVEMENT SECTION IS COMPOSED OF ASPHALT OVER NOTE: Pressures shown above are maXlmurn working pressure In system U
\\ CONCRETE. , FOOT CUT-BACK APPLIES ONLY TO THE ASPHALT. -'— • [[m CO
\\/\\�\\/\\//.•/\\//\\/51 I I \\ N WQ
2 DETAIL - ASPHALT STREET SURFACE 3 DETAIL - THRUST BLOCKING FOR a 3
_ 0
,__DETAIL - TYPICAL UTILITY TRENCH D-t RESTORATION D-t WATER MAW VALVES LE ;NONE Z
D-t SCALE :NONE SCALE :NONE
Q.
0
PLACE STRIPPED VEGETATION `` tlFlNuna�/'
PROVIDE AMOCO 4 No VERTICAL REQUIREMENT
PR 553 NON \A dT* a
AND ORGANICS. SEED AND
FERTILIZE. COVER WITH C150 WOVEN FILTER FABRIC OR
EROSION CONTROL MAT TO EQUIVALENT. PLACE AS
-,..
(TYPICAL)
LIMITS SHOWN. (TYPICAL) SHOWN (
..................1...._._._._.__.,..................................... - -----" II
I f { I 1 Ill EXISTING I I i I - Iy................
E i i i 1 ! i I I 1 } t WMEA be SEVER TO.MIN. �) 6
{ { • 1 TOP F BANK -t------- ............. { F t -
�._- .........t.................. ......_.._._ .(_ ..._._._........ ...... -------- -'_.t..'.'..............y...................r......................� 4760 '�iiinntl
4760�............._...... ...............I"""""'.......--•-•-----_............ t .. .'{...SALVAGE p^•STING-RIP RA TYPI AL I { { i E { PARALLEL. ARRANGEMENT o
t-v, -
I { { { Nk PROVID[ ADDITIONAL
STRIP A VEGETATIO(' AND { 1 i
F I CLASS 0 ♦jIP RAP TO IMITS NOTEaDIMENS10N lF RIP RAP ,9{ ANCHOR
' i I ORGANIC;.. REPLACE IN-KIND. E I SHOWN (TIi'PICAL). REPLACE I jTRENCH SH�WN ON THIS,SIDE ARE { I I O (•}"
j I TYPICALL..� I I i I ALL MATE IALS TO API IROX. I !TYPICAL FO-BOTH SIDES!'OF { { i { { { ,'Z', u O
I _ E I I ..............! EXIS PING ONTOURS. RI--.,... .. i ......... t OZEMAN_C_IEEK:_........ !_............ { ' { ' "-1
...........i.. .. ......... . ........... .{.... .............. p ...t.. ....T...................;..................4........-----------I...1 4750
4750 ._-. .. _T.. . I ..... I V�G@TAYE ALL-fOF'..SO{L 1 } 1 `---- ------+-------{- - -i / 2 E�
_�- �_--_ -__ -----{- ----� --- --- ! ARFAS. { i 1 I- If_Lv I 4 W (n r�
O 2 i i a
1 _ { 1 7 i t { t Q00
.....! f I a € a O TY 1 1 Do
t ! 1 .. 00
t " \ i { OO
..............
........ ...�. .. ............. ......... ' .._._.-._._ .._._._..._. ............ r 4740 Z FA
4740 .... ..................�.__..-._.-. {.... ._._._._. __--_. 1.5 �.l{... .1... ..t... i # 1 18"MIN.j (e lOa NEw PIPE � 1
{ ICUT BANK �ACK TO ' 11 - ' _ { I 1 I I I `8• GAiE VALVE I i 1 I Q E%Isnnlc PII E W ,y4 DO .
I I i LIMITS SHO PLACE I 1 i - 1 I I 1 i SEE SF{EET TK-1 i i R"IMINO LO
1 ° 1 i ! i �- -� L NEW PIPE _
{ RIP RAP (M NTANA OEPt. } I { I I i OR LOCATION E O + Z 4)
OF TRANSP(RTATIOF`1 ; I I E[!S:TA,lL M£CALUC FROM!STA. .7+?D.00 TO IA. S+IQ { ! ! FOR LOL) I N
I ! �.................
..... ......1............... { {
CLASS-II-SP fAFICATI(N4............. --t-- IILL..RESTRA/NED &NTS ON-ALL-AIA/NiL.E PIPE_.i. .. - +_..-------_._._ ___._._----.-!-----.-•--.-.-f..........._..........! 4730 .�i O
47.i0 ...........................................)..._...-..... )i - - E EXISDNC?IPE O
I I o 4
I ITO LIMITS AND n_T17NG 2LN cnaas x co Cp
I I I 1 SHOWN
I
22 L.F. CL 52 RESTRAINED JOINT DUCTILE IRON PIP CROSSINGS O
1. Specific Montana Departmi l of Health and&Wwonmental Sciences app,onl is required fora hod—tol %
L3separation land ge Ins rho„ 10 foal and tOr o vertical eeporation distance o/less Man 1.5 lest between
water main and ity,sower mam.
2. No exception to the minimum separation requirements(vertical or horizontal)is permitted when the sowoge
5+40 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 ,.uts will bbee evnd:eont main.
as for°as Po•nleall trom the w.t.,ed mane bang croesea.avn or Aewer tares mnm Z
of
SCALE: HORIZ.-1"-10.00' 3 wne.e Nees Man la inches of vertical wepomlian has peen approved M both ens city of
eozem and Me M'
INSTALL 8" RESTRAINED JOINT VERT. -1"=1.Ix) Montana Department of Health and E-iranmenlol Science.. Me ae an
CL 52 DUCTILE IRON PIPE w 9—i o.ewe mam,or°t^e new w°owts,n w
AS SHOWN BY OPEN CUT malls at U,,ecrowsinq.hall be made from a full length of pipe centered n There ossing, d the cr ,g Z
ahq apph,Kim.h,y 90 degrees. New g.avity.ewer mai s crossing within IB inches of a new or -
METHODS IN COMPLIANCE Xiwting water main must aI..meet or esceed Me regaaements of"Necommended Practice to,Low-Prat—re
WITH ALL APPLICABLE Ail Testing of Installed Sewer Pipe"(UNI-B-00,o, lole.l vera,on).
PERMITS
4. "1"is the long-, availa°le standard length of pip-ae supplied by a pipe manufacturer-
nCO DRAWING Adequate.o-aawml.appan to,pipes al cra..:ngs -mall b. prr,ra.d
MAT/ONsheet No. is
DETAIL - BOZEMAN CREEK CROSSING 8-o2
D-t SCALE :HORIZ. - 1--10.00' S DETAIL - WATER & SEWER D-1
VERT. - 1'w•10.00' o-t MAIN SEPARATION
SCALE :NONE OF 18
Copyright ®2002 HKM ENGINEERING, Inc.. Ail Rights Reserved.
Gr\DIV. 04\4M229134_N0RTH\dwg\D-I.dwg 11/20/2002 09,03,35 AM MST
STEEL POST MARKER
5'LONG,PAINTED BLUE/ •.0•MAX PAINT TFD m
PROPERTY AS NO7E0
/ EUNEAS OR T- A MIN. _-_ BELOW - -- N
I EASEMENT TO RACK OF CURB
\ v
5 112'BOULEVARD IINF p m
(TYP) D.
2• INSIALL PLUMB WITH Q
STREET SURFACE GROUND SURFACE PUMPER NOZZLE • z F
5'.
�)R FACING STREET
I NEW HYDRANT, v
L7Il_/7 �- MUELIFR CEHIURION �j m
- � Z
MUELLER I. CURB
X- MIN,4'-AROUND(0'CLEAR ALL Y
EXTENSION ROUES.VTRCFS.HEDGES. / "- \.,� v\.i w 2
TYPE
(TYP) �� • w
6 1/2'MIN,E AD.IUSTABLE SCREW U 0
COV R LLEVAB S ONS AS HOWN O TYPE VALVE BOX ? ^3 N
ON PLANS OR 0.2' WITH 110 \•, / ; w m W D p
I
.SEE DETAIL. 6.EXCEPT IN SPECIAL ABOVE
DE TOP OF CURB CONCRETE(TYP-)
TAP MY cnMm clox BELOW ORCUMSTANCES WHERE CITY HAS J' • -
\ NEW CORP STOP APPROVED ALTERNATE LOCATION) GROUND LINE
CURB STOP
1 I
ON FRONT sr. MUfILER Ft 8-10. HEAVY-DUTY STEEL PIPE r
\ FILL W1T1 2000 P.S.1.CONCRETE
WATER MAIN - -
UNDISTURBED
BADE W W TER . FNiTfI _ V MIN 6.5'COVER
MEW!4'Ow MIN ... / 1�":�v°n. y�vrrv.••q�a4 f]
// �t alr.�.•'yr.
DETAIL OF A CORPORATION STOP stun E.LENOm = :U A I• .:Y ;ez Be
NSTTPERLY ItALLEI] /'// �/ / / / TAOI LOG1MN FOR \\`\•♦ V ' .x :��'.`. - W V/
s10UR1PO5110 we / �/ //////� / y '�= r t�.'f,-.'r.'• —1 0 J
COOSFNECK IN // / / / EaIs1W0 BLOCK •• ' A N O Q Q
SERVICE PIPE / / / SEM'ICE PIPE \ \ //� 6•CL 51 DUCTILE IRON Z a Z F-,
` ` PIPE TO MAIN LINT 21• Q a Q
IL 4 �1RWLSI1gxmCallPl110 �.{+'+i r"A�.• mS. •Y, +,- ;, JOIN AS REQUIRED FOR O W F ` 0
cvuPII1E coxxEcrroN - -� i .�'� •��4; y O PIPE SPECIFIED • Q
aDNWAI ND1E5 -,\ 0> Z z
I wArEA sUmcE uNEs sruu HwE A uxnMw s,/P Foal coNn MFasuxm rPaM TxE onsnxc cxouxv suxFACE ExcEPr n1°r coax sw,u OF
MFASI WEb 1"I:ENITR IMF SIREFI OIMaC WHFN s1-1 INES AWE Wa TO A—W SIDE WVltt,Nl.AN UY,rPt SiLNE WATER sDA 1 tlNES 1 � ( (<1 S •f� ���Y-�F �- ..� �. o >.W� ,J
1 rNR n MA%—r,/z F_cavEW nr I:uxa swv NOTE:POST NOT REQUIRED WHERE NATURAL BARRIER'.; I XIS! I � J
NEW 6•AUXILIARY GATE VALVE
z. wARW sEmnr:P rAElrs sHa1.WE IxsrNrm wrrDl1 sxvwN orl nM vWAWxcs aR AS svcunm. FLANGE JOIN PAINT POSTS WITH SHERWIN-WILLIAMS METAIAI'EX OEMs-�,LC;: • � W
] Fmn SIwI m 1'I,IA xAxIMRM wnruH e'or s 1 PIPE MIN 1/[URUIC YARD WASWU GRAVEL COATNG,SAFETY RED(B42 R38 620-4069). � co
V
♦ x 1 IASF!DxIY nQ"A k CUxn srq•—BE F1ml1Wm WIH A SNB•1F-.h5lf10N CoaPMNO Ta MCONNECT W W
INE fI61INU 5[RNLES rD n1El NEW WARP TINE L
FIRE HYDRANT ASSEMBLY r
a. ix fAs[5 WWNk WNE]rF-ORSERNf:F SNIP ARF Q.xEguWm,THE f.0111PALION srWll CN THE—1-WAIFII sFRNCf. N
ib FIN WV`NOMMIF IFxaM ANa mIw 1 To ME NEW WARP IMF IIWo .THE bo"R.TOR—PRON.AD APPUWiFWNCEE
RL(NIIRm TO CONn1FR Rr CO4-11Ps.
�2� DETAL - FIRE HYDRANT 3 DETAIL - FIRE HYDRANT �RECORD DRAW/NG 3
�1 DETAIL - WATER SERVICE LINE o-2 BARRIER POSTS /NFORMAT/ON
—2 SCARE :NONE SCALE:NONE 11-29-02 6
—2 SCAlf :NONE
u
0
Ct
ALL FITTINGS SHALL BF MFCHANICAL /
EXISTING WA7JOINT WITH 3/4-TIE ROOS IN EVERY EXISTING SEWER OR STORM J
EXISTING WAI EN LINE- OTHER AVAILABLE BOLT HOLE.- att xsr ls�F VY11j11111I�113��
WORD"WATER" FINISHED GRADE
ON TOP
YA•W.. IT
U
arouxo uxF CV
t•"vc PIPE
VA!vt BOX y
Z Z ILO O
z r4 RE BAR ANCHOR RODS ,,,r:,� o- `�"y,.; BACKFIU WITH r•,I ♦y r•1 Cr.)
WITH BFTUMINOUS COATING _ `::A•LT. y�.�ri•if PLOWABLE FILL ry ^� t—
(1YP.) Y`^f?^.�•; AnrF rm»£c»vE W
10 ~
.' mwwrP• -Y GATE ALVEOm A W`W
CIO
(SEE PLANS) GRAVITY THRUST BLOCK� �. : 7.. 00
'�•i +' GO
CONIRK ILNn ,•.�... (OMOMIIaII smA MWI uesu wAMsa F-,
TEST WIRE iAxi:cola rm \
e-WATER UNL CL 51 &CA 52 e 1 W 0
DUCTILE IRON PIPE(6-,8-& In Z 07
MECHANICAL RESTRAINED JOINTS—
MAY BE USED IN LIEU OF 3/4- I_\ z u vmu v O
l Nr.
TIE RODS. i - - o n-rssn xSi CO aI GLI
� XmYPu nxrc
°•,, � , x EUEP I
WertWla
CONCRETE THRUST BLOCK � P�miFu PME �^o�S veo,SPal x sraP Wrx
• A 1'BWWS SFiLWfY"J"' SrAmMmK-NeO��Nrw1�XPiEIY
_ Nell— N10X` sH
oW
THRUST BLOCK 3
Mwlm.-a,m NRe atop Wry
NOTE:SEE PLANS FUR VALVE LOCATIONS U x-,mm n.We eoX nnnr
P 1 X P'M.rClf-I'vE WSWNO (�
°1
lY
W
W
NOTES.
Z
1.POLYETHYLENE ENCASEMENT IS REQUIRED(IN ALL DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED. f—i'hN µydronta shall Oren zing,self draining Ope w^th o 6.5o bury. Those hydrantoT U,e
will be —
Iumished Ih o 2'FlP let,a n-turning operatlng e.end shall pen to the left. All ('
warking parts aholl be oL bronzeTrto-bronze design.o d be erviceable from above grode with no
2 VERTICAL CLEARANCE OF 18-IS NOT REWIRED FOR SEWER&STORM SERVICES.REPAIR ANY OAMAG( digging, The utbt shall also bronze and be 2 1/2-MST. Hydrants churl be IoeMaDle and shoo Z
CREATED OR CAUSED BY CONSTRUCTION TO THESE EXISTING SERVICES. be Moinguard 17/as monuloctu d by Kupf.de Fol ndry Co.,SL tar xA.MO,or approved equal. 10 W
Sheet No. 16
4 DETAIL - WATER MAIN VALVE & BOX 5 DETAIL - WATER MAIN CROSSING 6 DETAL - STANDARD BLOWOFF D-2
D_2 SCALE :NO SCALE —2 NEW OR EXISTING SEWER MAW —2 HYDRANT
SCALF :NONE SCALE :NONE OF 18
Copyright 0 2002 HIM ENGINEERING, Inc., All Rights Reserved.
OI\Olv. 04\4M229134_NORTH\dw0\0-2,dwg 11/20/2002 09106,47 AM MST
0 0
0 o 0 -
x x
24" '• - m it
UNDISTURBED 5' r _ B _ a �^3co
EARTH (TYPJ I - _ I n DEPRESS CURB TO THIS LINE FOR - r ; y w a
CURB DROP. THE TRANSITION
LENGTH BETWEEN A NORMAL CURB er
4• TOPSOIL a - 3.� SECTION AND A DROP CURB SECTION
L(IYPa 4 R
SHALL BE 3' MIN, 5' MAX
CONCRETE THRUST "��f; pip d t,5• 3/4°TO 1'SLOPE I b REDUCER d w
BLOCK (TYP.) ''.t• : a I �•��Y// L
MJ GLAND 1 / • ! ° e ° UNDISTURBED EARTH -['
B =
D.I. MJ
1 m �o
PIPE TEE PIPE O PIPE
\o
MJ VALVE ;°CRUSHED�GRAVEI BASE° p
B" MIN.
D.I. �1
MJ GLAND, PIPE VALVE THRUST 3
BLOCK A TEE v
(TYPICAL) p-1L TEE (Plugged) BEND
GIN 1 3L NOTES: \ COMPACTED SUBGRADE DIMENSIONS FOR THRUST BLOCKING
O I.J/4'MIN.CORROSION RESISTANT ALL THREAD •
RSTALLE I ROD,CONFORMING TO ASTM BOLT 1. NOTES:
LOWERS &
MJ VALVE INSTALLED IN HALT THE AvuustE FLANGE BOLT MG LEES&PLUGS 90'BEND 45'BEND&WYE 22 1 2'BEND uJ N HOLES(TYPJ WHERE NECESSARY,CLAMPING LOGS 1. Subgfode or base course compaction shall conform to section 02230(M.P.W. Specs., 1996 ed.) A B A B 8 A B N -�
DESIGNED TO FIT DUCTILE IRON(D.1.)PIPE,AND O
cONFONMING To TLI s RESTRAINING SHALL BE . IN2� Contraction )*Into shall be placed at 10' Intervals and shall hove a minimum depth of 3/4' and minimum width of 1/B'. 3' &4' 1'-10' 1'-5" 1'-10` 1'-6' 1'-8' 1'-0' 1'-7' 0'-6" $ Z
MJ GLAND-/ CONFORMING
WITH THE RESTNAINING RODS. M
PIPE 2. WHEN USING MECHANICAL JOINT CONNECTIONS 3• 1/? expansion pint material shall be placed at di P.C,s, P.T.e, curb returns and at not more than 300' Intervals. The 6' 2'-3' 1'-11' 2'-8• 2'-4' 2'-0s 1'-8' 1'-9' 1'-0' < Q(L W
MEGALUG OR APPROVED EOUAL RESTRAINED
expansion material shall extend through the full depth of the curb and gutter. B' 3'-0" 2'-6' 3'-8 3'-2 2-6 2'-3 2'-0- 1'-8' f"
JOINTS MAY BE USED IN UEU OF 3/4'TIE Z
RODS, 4. No curb and gutter shall be placed without a final farm Inspection by the City Engineer or his representative. 10 3-8 3-3 4-4 4-0 -3 2-10 -5 2-0 o O V)
3.FLANGE CONNECTIONS MAY BE SUBSTITUTED 12 4-3 4-D 5-1 4-10 -1 3-6 2-9 2-6 p O F
FOR TEE/CROSS AND VALVE CONNECTONS.IF S. Concrete shall be Class M-4000. m
FLANGE CONNECTIONS ARE USED,STAINLESS 14' S-8 4-1 8-9 5-0 $- 3-8 3-7 2-7 Q
STEEL BOLTS SHALL BE USED. 6. Crushed grovel base shall most the requirements of Section 02235 (MPW SPECS, 1996 ed.) 18' 6-3 4- 00 7-8 5-9 5- 4- 4-5 -9 I
NOTE o
500 PTHIS S SOIL BEARING IS BASED NPRESSURIE 150 MAIN PRESSURE a
1 DETAIL - TYPICAL 2 DETAIL - STANDARD CURB & GUTTER DOUBLE WRAP ALL FITTINGS DOUBLE NTH POLYETHYLENE. m
0-3 VALVE/TEE RESTRAINT o-3 SCALE :NONE ry
a
SCALE :NONE 3 DETAIL - THRUST BLOCKING
-- 0
D-3 SCALE :NONE
0
z
w
n.
``YYYtP*nm3A��� '
= c
EXISTING I R
ASPHALT J
SURFACING GRAVEL TRENCH RESTORATION ZENE may% = 7 O�N�
(TYPICAL) I EXISTING CRAVE) --
PLANT MIX ASPHALT SURFACE&BASE
SURFACE COURSE COURSE TO REMAIN I -s'OF 1 i/2'MINUS C7I!/Y/r/rill��l�t`A
12'MIN. SURFACE COURSE u,
(TYPICAL) I
NOTES: ~
1. FLOWABLE Fit SHALL BE USED IN ALL PAVED AREAS THAT FALL WITHIN " v� X ``r�
THE MONTANA DEPARTMENT OF TRANSPORTATION HIGHWAY RIGHT OF WAY. d � Z M f0
\ Av xJ NON-SHRINK 2 FLOWSURFPRIORACING
PLACING LE FILL ASPHALTO BE POURED
ET SURFACING. MN FOUR F INCHES OF ASPHALT /\\ \\\/\/ \/\ \ \ l I �/\ P,A ry
SURFACING AND ALLOWED TO SET FOR A MINIMUM OF THREE (3) HOURS \///[ /\ i / \ /�`f/�f - \ \/,� W to
-A BACKFlLL \\ '�If\\6a,\ /�\ z A E�.I 00
, M00
\� „ _ _a- •\.�' ,1. IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL /� I \� e'OF 3'MINUS MINUS CRUSHED I-I
_ BE POURED TO THE TOP OF THE ASPHALT SURFACING, AND A MINIMUM OF ' \ �/, AGGREGATE BASE COURSE C3 T» ,
00
THREE (3) HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: y< I �j z . Q m p
\ a - PRIOR TO PLACING THE ASPHALT SURFACING, 4- OF SLURRY MIX SHALL BE '� W �4 fb 00 dr
RE MT BEYOND THE TRENCH LINE.OVED, AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM OF ONE (1) '
I Z
FO0 '
\ F / ✓/ y �N
4. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE
ATER PIPE PERMANENT ASPHALT PATCH. \ / 6' UNDISTURBED
OR 12'MAXIMUM
Oo0°p / I �� BTO ASE COURSE
AGGrfEGATE
IMPORTED 3/4'MINUS SELECT � � o� 000 OO \\�� 5. A MINIMUM OF FOUR (4) INCHES OF HOT ASPHALT SMALL BE USED FOR THE \/
BEDDING MATERIAL,PLACED IN O o �pQ O �/ PERMANENT ASPHALT PATCH, COLD MIX ASPHALT MAY BE USED AS A TEMPORARY i I
T6.HOMAXI ROUGHLY LAYERS AND CWPAC7ED -/ Boo`�o o�oo� PA1CH UNTIL, HOT MIX ASPHALT IS AVAILABLE. \ D o o p1 0000 WATER OR
SEWER PIPE /)
/ 00 - 0 000 �\ 0000�00 �I�io�O o j
ao D o 0o \ O
o
07\ ,e ° 0r�\0\\ \/O �0�� OHO°O Z
00
O o�Y 00 00 W
RECORD DRAWING
/NFORMA T/ON z
DETAIL - FLOWABLE FILL 11-29-02
3 SCALE :NONE
Shoot No. 17
5 DETAIL - GRAVEL STREET SURFACE D-3
-3 RESTORATION
SCALE :NONE j OF 10
01\Div, 04\4M229134-NORTH\dw0\D-3.dwg 11/20/2002 19,06,59 AM MST Copyric't 0 2002 HKM ENGINEERING, Inc., All Rights Reserved.
i
SCHEDULE 80 TEE o° K
AND CPVC ADAPTER BUSHING '^
o i Z
2.25 kel POLYESTER o m
FLEX HOSE LEAD IN a
o z_
w
0
m Z
V
_ ��a
of m<o0
O 3 ZF ZD
p 4o�z
NOTE
S
10.D0' p
1. EMBED CONDUIT AND LEAD IN HOSE IN SAND. AFTER THE DETECTOR LOOP IS M PLACE �
BACKFILL THE SLOT WITH SAND TO A DEPTH OF 1• ABOVE THE CONDUIT AND LEAD IN HOSE. of
U
O
5,1•I.D. POLYPROPYLENE CONDUIT- 2. CHECK RESISTANCE OF THE WIRE LOOP TO GROUND BEFORE AND AFTER THE o, C0
OR 5/8• POLYVINYL CHLORIDE CONDUIT LOOP IS SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 100 MEGOHMS o Q
INDICATES A FAULTY SPLICE OR WIRE INSTALLATION. AND MUST BE CORRECTED •
U w
3. USE STRANDED AWG NO, 14 TFFN CONDUCTOR IN ?• CONDUIT OR STRANDED
AWG NO. 12 XHHW CONDUCTOR IN ?•CONDUIT FOR THE DETECTOR LOOP WARE. Z
TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE OF THE ROAD AND a Q d Q
CONNECT TO DETECTOR LOOP SHIELDED CABLE WITH A SOLDERED, WATERPROOF W Z
SPLICE FOR THE LEAD IN RUN TO THE CONTROLLER. a N O 0
U.>
6.00, O Z�
NUMBER OF TURNS OF WIRE-MATCH EXISTING o W EL
IJI V
RECORD DRAWING • IV
1NFORMA T/ON V m J
11-29-02
Q U
Q LL
O Q
1 DETAL - TYPICAL CONDUIT PLACEMENT
z
-4 SCALE :NONE
0
a`
PAVEMENT
2' MIN.
SANDw
\\`P3N
PULL BOX ^^0 J_
O O O O
O 0 0 0 O O O O O O O O O =Z•'. Z O v_-��
O O O O O O O O O 0•• j �_ \\
NEW PAVEMCNTLOOP DETECTOR BASE3' MAX. -
w m
zQE '0 00
ELEVATE PULL BOX 1/2• ABOVE SIDEWALK 00
2 SECTION - NEW PAVEMENT LEVEL. SLOPE CONCRETE AWAY FROM PULL
D-4 SCALE :NONE BOX IN ALL DIRECTIONS. Cd 00
xo0
1•MIN. s c0 X G,
PAVEMENT ///
PUNT MIX NDUIT b, b d / I
ROO
V ' a /l
CUT THROUGH .•.v'' .' V•' • '
PAVEMENT OR TO
A MAXIMUM DEPTH �—EXISTING PAVEMENT 0 ° 0 ° o Q Q Z
OF 6' 0 0 0 0 0
O O OO 0WBASE ° 0 o LOOP DETECTOR 0 0 0 0 0 0 0 W
0 0 0 0 0 0 Z
0 0 0 0
DUCT SEAL BOTH ENDS OF THE CONDUIT ---SCHEDULE 80 PLASTIC CONDUIT 0
1 1/2• CONDUIT FOR 1 LEAD IN Z
BASE 2' CONDUIT FOR 2 OR 3 LEAD INS w
2 1/2• CONDUIT FOR 4 LEAD INS
Sheet No. 18
3 SECTION - EXISTWO PAVEMENT 4 DETAIL - PULL BOX LOOP DETECTOR LOCATIONS D-A
-4 SCALE:NONE -4 SCALE :NONE M�F
OF 18
Copy ioht ®2002 HKM ENGINEERING. Inc.. All Riqhts Reserved.
0ADly. 04\4M229134_N0RTH\dwg\D-4,dwg 11/20/2002 0908,14 AM MST
gem
( _ -
r- I 2 1. THE CONTRACTOR
A EXISTING UTILITIES FORSHOWNC ARE APPROXIMATE AND 7HEU77 CON7W THE R ALL FIELD VERIFY PRIOR N CO WORK
ON T?HI TIE
CONTRACTOR SHALL BE REQUIRED
TO TA FOR CONTACTING ANY AND ALL O PR07 N 7X, Iw A PRIOR TO BEGINNING ANY MORK ON THIS PROJECT. r S S
IBOZEMAN CREEK CROSSING ( 1 THE C(NTRACIQR/S REWIRED TO TAKE ALL PRECAU710NARY MEANS TO PROTECT pGTf'N-UTHl1tE5. n m
�I I [SEE SHEET TK-2FOR CROSSING DETAILS D-1 1
2.EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACING NEW WATER LNE. A GNMENT OF NEW WATER LINES MAY BE REWIRED TO a
CHANGE AS PART THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS.
[ I V^ i OF ° a
J ADVANCE N077CE SHALL BE GIVEN 10 ALL AFFECTED CUSTOMERS IN ACCORDANCE WITH MX JE'CT SPECFICATIONS TEMPORARY WATER
1 r1lJllt)IR St I 1 ` SERWCE SHALL BE PROVIDED TO ALL CUSTOMERS AS SPECIFIED UNDER'TEMPORARY t A JTR 9A PLY• 0, 0 O
$t. -TK- ,r.y R.�, 4.ALL EXISRNG WAXER SERNCES SHALL BE RECONNECTED 10 THE NEW WATER MAWS IN A X'M IANLE TWIN PROJECT SPECFICA)ION1ock . m o
----- - °
5.A MINIMUM OF'10 FEET HORIZONTAL Sr-ARA DON AND A MINIMUM 1.5 FEET VERTICAL;I i4Mkl BEINEEN SEWER AND WATER MAWS SHALL B£ a "
MAINFAINLD UNLESS 07HERWTSE DIREC,,D SHORN ON THE PLANS OR BY M£ENGW£E' EFTR TO BOZEMAN STANDARD DRAWING NO. 02715-2 t Z
II I ❑I Aapin 6.ALL"RE HYDRANTS REMOVED OR REPLACED BY THIS CONSTRUC77ON SHALL.BE RER F�17 TO THE BOZEMAN CITY SHOPS LOCATED AT U
871 N.BOZEMAN AVE M 2
1 I u�II IL-1�-,1! I❑ I I y �.OttOTtw00� 7. IHRUST BLOCKS SHALL BE INSTALLED ACCORDING TO MONTANA PUBLIC WORK;FOURTH i 1,PON(1996). ADDENDUM NO 2 AND CITY OF BOZEMAN K Z W y
1 NOT TO SCALE STANDARD MODIFICATIONS FOR CLARITY PURPOSES NO THRUST BLOCKS ARE SHORN ON NE PUN SHEETS SEE DETAIL SF/EE/5 FOR THRUST Z._�•. maw
�L-ll 1 ILJIILJI 1 I 1 Z I BLOCK DETAILS THRUST BLOCKS ARE NOT REQUIRED AT FITTINGS,BENDS, TEES,CROSSE: ETC WERE MEGALUG RESTRAINED JOWTS OR APPROVED
�- c _ BASE MAP SOURCE: EQUAL ARE USED.
❑� 1997 WATER FACILITIES PLAN B.MAINTAIN A MINIMUM OF 6.5 FEET COVER OVER WATER MAINS W}IERE MINIMUM COVER CANNOT BE MAINTAINED,2-WCH THICK BY 4-FEEF WDC O -
�L�I Il JI LLLiiA C I RBEIpDIARO WSUU DON SHALL BE USED./F(:DYER 15 LESS THAN 0.50 FEET, 1 OUCH rHICK BY 4.00 FEET MfDf RICO BOARD/NSUU I70N SHALL Q
I I 1 z l I 1 I F�
I I 9.NEW WATER MAINS$HAU BE PRESSURE TESTED AND D/9NFFC]EO/N ACCORDANCE W77H PRf„ECT SF'fGFICAD01V5. J
O e 2 = Z i / CAUTION ! 10 PIPE BEDDING AND 7RENCH 8ACKF2L SHALL BE IN ACCORDANCE WXTH PROJECT SPECFII A 0N5.REOU/RED BEDDING AND BACKFlLL TYPES ARE
-.- 1 -- - INDICATED ON THE PLANS o
EXISTING UTILITIES IN AREA
=X 1 1 1 ( ALL PIPE AND FITTINGS SHALL BE NRAPPFD IN 8-MIL POL YEIHYLENE/N ACCORDANCE W Tr PRACCT SPECIFICATIONS. °, Fn
- I 1 I I CONTRACTOR RESPONSIBLE FOR W
---- 12. THE WATER ORATOR LINES SHOWN XI THESE PLANS ARE APPROXMATf. THE CONTNAI TKW SHALL VERIFY)FIE LOCATION AND ID£P1H OF EACH
Fti�l I UTILITY LOCATES PR10R 70 ORRICE PRIOR TO REMONNC THE EXISTING WATER LANE 0
ILL-J'11111 AND DURING CONSTRUCTION
1 1 I I I IS THE SANITARY SEWER RSERVICESERO LINES SWORN ON THESE PUNS ARE LOCATED IN O MP T!T Y, THE CONTRACTOR R SHALL VERIFY OR 7HER • O
1I1 m 1 I AND DEPTHS OF SEWER SERVLES EXISTING SEINER SERVICE LANES MAY VARY IN COMP"+Ti7N AND S/IF FROM PVC,CLAY PIPE OR OIH£R p Z
MATERIALS N O ..-1
14. TRANSI RON TO MATCH EXISTING WATERLINES MAY REWIRE SPOOLS COUPLINGS AND OTHFP APPURTENANCES TO COMPLETE CLNNNECRON Q
I I I -�-_- ------ -- - ----�- -t St. 1 WATER LINES VARY IN COMPOSITION AND MAY BE DIP, CPLfA? AND OTHER MATERIALS. SEE OJECT SPECIFICATIONS.FOR CONNECTION REQUIREMENTS OL Z
---- - - ---- I CONTRACTOR SMAU CONFIRM SIZE AND L'OND/TON OF EXISTING WATER UNfS PRIOR TO�,,:IfRING CONNECTION MATERIALS Q z
( 1 r 15 WHERE CONDIRONS ARE ENCOUNTERED WINCH DEWATE FROM THOSE INDICATED ON 7HE l ANS OR/N THE SPEC/FICA TONS, THE CONTRACTOR c�S O Q
�� 1 IJ �I SHALL NORFY THE PROJECT ENGINEER OR H/S REPRESENTATIVE PRIOR TO THE PERFORM 1"'OF WORK. OM W I= Z
0 �I - 1 - I I� L I { 16.ALL WORK AND MATERIALS SHALL CONFORM TO THE PROJECT SPECFICARONS ° WN a O
III���■■■LLLLLL 1J n1 -T I 17. COVSTRUCOpN SAFETY AND SANITARON FACURES SHALL BE PROVIDED BY THE CONTRAC'rVA AND MAWTAWED PER IN£RFW7RElffN75 OF • Y
O �I I 1 1 tl( i AUTHORITIES HAVNG�VRWCTON. 3 m(ILL' a_ _IIJJ ��� I a 1 + O
�L-J L�1❑ 1 ------ 1B THE CONTRACTOR SHALL PR07ECT ADJACENT PRIVATE AND PUBLIC PROPERTY FROM DAMA�:DURWG CONSIRUCTION. ANY DAMAGE CAUSED a Z Q
LIT
�������� IlJ OR CREATED DURING CONS7RUC7ICN SHALL BE REPAIRED BY THE CONTRACTOR AT HIS DWI EXPENSE. Q
W' 1 ��iIJLJi� 1 1 .I 1 I 1 Gf 1 1f., CC f
1 19. THE CONTRACTOR SHALL SUBMIT TRAFFIC CON7ROL PLANS FOR APPROVAL IN ACCORL IN- TWIN PROJECT SPECIFICATIONS >I WW }
I u il�L--'E�-�u�❑1�1�-'10�1 1 i� ''mil__---�J Y W
20. THE CONTRACTOR SHALL COMPLETE ALL WORK IN A DESIGNATED 2QVE(INCLUDING SL 7F C`RES IDRATON)PRIOR TO EXCAVATING M A NEW Q Y
WORK ZONE ALL OTHER RESTMCRONS AND REQUIREMENTS SILL APPLY. U
27. 1W}EREVER iB INCHES OF VERTICAL SEPARA77ON BETWEEN THE NEW WATERLINE AND E.�::%G STORM DRAIN AND SANITARY SEWER CANNOT BE M 3 Z
nnII I I I INDICATES WATER LINES AS- MAINTAINED, THE CONTRACTOR SHALL INSTALL A BENTONITE CLAY COLLAR FOR A MINI rl N 0'70 FEET EACII SIDE OF CROSSING POINT. " a
I�j�IJ I SHOWN ON THE 1997 CITY /OF BOZEMAN WATER FACILITIE 1 { 22.ALL PIPE BENDS VALVES CROSSES&'EE5 SHALL BE EQUIPPED RESTRAINED,XI WNECTONS MfCAIUCS OR APPROVED EQUAL.
AL. o a
PLAN (TYPICAL) i _ _ - _ 23.EXISTING PIPING THAT IS ABANDONED W-PLACE SHALL BE CAPPED OR PLUGGED AT Al :`ENWGS d
SHEET AVEX
❑� DFk a
� SHT. NO. GENERAL SHT^ NO. BOZEMAN NORTH
i F-4 PLAN i i ROFILE STA.15+50.00 TO STA.20+00.00[FRONT STJ
E 6-2 SITE PLAN,KEY MAP i GENERAL NOTES F-6 PLAN i I IO ILE STA.20+00.00 TO STA.21+12.00[FRONT STJ `,ttutttFB/N„
I G 1 COVER SHEET
%
�_ --- SHT^ NO. BOZEMAN SOUTH SHT- NO. DEN /LS
Montana ���
m I 1 IAD-1 MISCELLI F':OUS DETAILS
K-1 PLAN i PROFILE STA.0+98.83 TO STA.6+00.00 IS.BLACK AVEI
m W D•2 MISCELLA rEOUS DETAILS
= n
wLJ BL-4 PLAN i PROFILE STA.6+00.00 TO STA.7+69.4 IS.BLACK AVEI
1 D 9 MtBCELIA N"OUS DETAILS
al sub
-- -i SHT. NO. BOZEMAN NORTH
1 TK'1 PLAN i PROFILE STA.0+50.00 TO STA.3+65.00[TAMARACK ST.I D 4 TRAFFIC OOP REPLACEMENT DETAILS q
I n { TK-2 PLAN i PROFILE STA.3+65.00 TO STA.5+00.00[TAMARACK ST.I CV 1 I
TK-3 PLAN i PROFILE STA.5+00.00 TO STA.10+00.00(TAMARACK STJ pX
Z co
----- ; y, T ---_� TK-4 PLAN i PROFILE STA.10+00.00 TO STA.16+00.00(TAMARACK ST.I
TK-5 PLAN i PROFILE STA.15+00.00 TO STA.19+82.4 ITAMARACK 87.1 W ko
SITE PLAN - CITY OF BOZEMAN F-1 PLAN i PROFILE STA.5+26.80 TO STA.7+50.00(FRONT STJ z A E. .0 um,
2002 WATER MAIN RENOVATION PROJECT F-2 PLAN i PROFILE STA.7450.00 TO STA.12+00.00(FRONT STJ 0 m 00
NOT TO SCALE F-3 PLAN i PROFILE STA.12+00.00 TO STA.15+60.00(FRONT ST.] Z ,-I X
q cD
W �I cd
CaE107AL PMECT LE[�iE71D COMMON A�9EI//ATONS �JETAL &&�/SEAC'wT/O�/N��/� (D - X
-- - ACP ASBESTOS CEMENT PIPE PP POWER POLE ON�IDLG L'ArL/'1NA TIOCEO
EXI.47LMG/706 AEW/TSW ANG ANGLE PT POINT SC7M affS I
.. Exlsmlc WATER vavE LOCATION BLDG. BUILDING RED REDUCER
vF• EXISTING POWER POLE NEW WATER LINE
EXISTING BUILDING --So--- EXISTING SANITARY SEWER LINE C.B. CATCH BASIN SO STORM DRAIN A -INDICATES SECTION LETTER,
® EXISRNG POWER PEDESTAL NEW WATER SERVICE LOCATION
EXISTING PROPERTY LINE OR RIGHT OF WAY -"->�•--EXISTING STORM DRAIN LINE EXISTING TELEPHONE PEDESTAL SURVEY CONTROL POINT
C.I.P. CAST IRON PIPE SO SERVICE STORM DRAIN SERVICE -
!^
EXISTING EDGE OF PAVEMENT --a9--- EXISTING GAS LINE 4 D-1
�ExISnNG TREES Q NEW WATER CORPORATION STOP O.LP. DUCTILE IRON PIPE S= SLOPE DETAIL SHEET LOCATION
EXISTING BACK OF CURB EXSRNG IRRIGATION LINE
EXISTING FACE OF CURB&CUTTER --MP--EXISTING OVERHEAD POWER C:.J EXISTING SHRUBS H NEW WATER VALVE ELL ELBOW SS SANITARY SEWER
d( NEW FIRE HYDRANT BEND ELBOW SS SERVICE SEWER SERVICE d` AIL CALLOUTS (PLAN ShIEETS) _
GEOTECYINICAL DRILL HOLE LOCATION -IK�--EXISTING UNDERGROUND POWER III NEW CROSS S.W. STREET WASHER
EDP EDGE OF PAVEMENT INDICATES DETAIL NUMBER
EXISTING EDGE OF GRAVELED ROAD --Dc-Tn--EXISTING UNDERGROUND TELEPHONE 1 �t
III NEW TEE FH FIRE HYDRANT lYP TYPICAL WL
--05 A/y- EXISTING WATERLINE.SIZE&TYPE -UI'TLL(M}EXISTING UNDERGROUND TELEPHONE-FBER OPTICS T, NEW BEND(SEE PLANS) UGP UNDERGROUND POWER LINE D-1
(SIZE&TYPE NOT SHOWN ON KEY MAP) EXISTING SANITARY SEWER MANHOLE GV GATE VALVE - -DETAIL SHEET LOCATION Z
Q EXISTING FIRE HYDRANT LOCATION EXISTING STORM DRAIN MANHOLE HORIZ HORIZONTAL UG-TEL UNDERGROUND TELEPHONE
C EXISTING STORM DRAIN CATCH BASIN I.E. INVERT ELEVATION UG-TEL (FO) UNDERGROUND TELEPHONE-FIBER OPTICS DE AIL CALLOUTS (DETAIL SHEETS) U'
r EXISTING STORM DRAIN CATCH BASIN V.LP. VITRIFIED CLAY PIPE - �NDICAIES DETAIL NUMBER Z
IRRIG IRRIGATION W WATER lu
L.F. LINEAL FEET
W/ WITH C-2
PLAN SHEET LOCATION Sheet No. 2
MAX. MAXIMUM
RECORD DRAWING MH MANHOLE W.S. WATER SERVICE IF MULTIPLE SHEETS -VARIES'
/NFORMA77ON MIN. MINIMUM VERT VERTICAL G-2
111a-D? MJ MECHANICAL JOINT BFV BUTTERFLY VALVE
OHP OVERHEAD POWER LANE OF 1S
0:\Div, 04\4M229134-NORTH\dwg\KEY-MAP.dwg 11/18/2002 02128iO3 PM MST Copyllgt,f 0 2002 HKM ENGINEERING Inc., All Rights Reserved.
i
STA. 0+36.63 3 4 3 3 4 3 STA. 4+15.56 �
i INSTALL 8' CROSS WITH _ D-1 - - INSTALL 8x6 CROSS. INSTALL I i o o_ N o
___2-Bx6 REDUCERS INSTALL — - -- 3-6'GATE VALVES WITH BOXES O GENERAL NOTES: \ \
1 i 1 2-8' GATE VALVES WITH BOXES I 1 ON EXISTING 6' WATER LINE I I J o „ x x
ON NORTH &SOUTH SIDE S; RUNNING ON BABCOCK. INSTALL I 1. EXISTING BURIED TRAFFIC CONTROL o m m w m
OF CROSS S MAINTAIN 18" VERTICAL 2-E' VERTICAL 45'BENDS& 6- I I I Y PARKING LOT SIGNAL LINES. ,HE CONTRACTOR n
ABANDON IN PLACE SPOOLS EACH SIDE AS REOUIRED [� SHALL LOCATE ALL LINES&LOOPS a c o 0
D-1 CLEARANCE BETWEEN NEW yl; I PRIOR TO CONSTRUCTION. COORDINATE 0 z F F
H EXISTING 4' WATER TO MAKE CONNECTION. y N • 'u, �,
N STA. 1+05.39 2 WATER LINE AND SEWER W LINE- CUT& CAP SIGNAL LOCATING WITH SIEVE ROBBINS
INSTALL 8x6 TEE WITH _ OR STORM y I I TYPICAL I I J (CITY OF BOZEMAN 582-3219) AND ps
d o
V) I , O Z B' GATE VALVE SOUTH SK)E (TYPICAL) ( ) rr o 0
Z I I Z FlRE HYDRANTASSEMBLY.-- - - - y MAURICE DEDYCKER MDT-406-586-9562 m Z Z
I - m A MINIMUM OF 48 HOURS PRIOR TO
u I MAXIMUM DEFLECTION 4 STA. 3+93.60 PROTECT EXISTING EXCAVATION. 6 n a
INSTALL 6' GATE VALVEA d z
I a PER PIPE JOINT IS 3' STORM(TYPICAL)
IN �-
I WITH BOX. REMOVE EXISTING I I (TYPICAL) W INSTALL 8'GATE VALVE I 1 ( )
laj I I II BOOTH FIRE HYDRANT ASSEMBLY. I 'tl WITH BOX PLACE TYPICAL
1 II 'o II STA. 2+28.00&STA. 2+31.00 ; NOTE: VERTICAL N • '^
BENDS&6' SPOOL $ o z^ o w o<
1 I II 3 INSTALL 2-HORIZ 22 1/2' I >n '� PARKING LOT REQUIRED W m m �,
BENDS c `K
I I IFH I I I n - -'..-_'a V) Q
I I I N CURB STOP 1 I 3 i \
0 STA, 4+60.34 2
SEE NOTE REPLACE EXISTING WATER - 0 INSTALL WITH •
II I I �' 1 , II : hl --- ----- - sl - - - , J�AP� SERVICE IF NOT COPPER. I / S. Bl�lClC i � IRE HYDRANT fi ASSEMBLY..
11 I a TALL 31 LF 4'0 FIRE LVE
-A - - _ - WITH BOX. REMOVE EXISTING
J- - -Gas DUCTILE IRON OR CAST
-GAS---�-{I---;' - - -T 9N I IRON PIPE. x
II I II I LINE AND 2'0 COPPER I (TYPICAL) B' _ _ - FIRE HYDRANT ASSEMBLY. w
6 IS DOMESTIC WA1132 SERVICE _ _-_ _ '- ----- - INSTALLED AT EXISTING LOCATION.
I REDII , o , I e' _ ---------- -------- -- --
to'
Y. _ 4 ,_ . . . N-A- 1 •irh+cam\•c-•c-R-1 ai-\i•••'r1 a-A•�F i.•'�4 1 If \ 4. to f \ o� w
_ yn 12' - 2+00 3+00 I 4+00 8xg N • F V O
II a CROSS I t, ¢ O
r • ' J O
II RED I u STA t+zzlt - - - 1' * - -°r;�- 1 2 t F. I / �' W 0 O¢ a O
err T SWIFT 'G' INSTALLED 8x4 TEE. CONN ; I M 25 S. ; a N Z Z W 1p
F u (Tmrw) h TO EXISTING 4' WATER LINE, `O BLACK AVE. a 14.7't °° a z d ¢
0-11 D-t CL 51 DUCTILE IRON PIPE I Z (r
to I I REPLACE EXISTING VALVE. I I STA. 4+15.56 20.00' RT o W Q
M Q I >n W INSTALL 12.0'f LF 6' So I CONNECT LINE
EXISTING I REMOVE & REPLACE (� v N Q Z Z C0
6' WATER UNE I.E=4789.0! o
CL 51 DUCTILE IRON PIPE �, - - I I EXISTING SIGN IN KIND H RECORD dPAWA9/G Q- fx 0
m I ��e �j D-1 D-1 REPLACE EXISTING 8'GATE o F
-INSTALL 16 LF OF 6'0 AS NEEDED ¢ M FORAAWAIT • m¢ W O
DUCA IRON PIPE EMOVE & REPLACE 140 SO. FT.3 RECONNECT EXISTING
w 1 - CONCRETE-SIDEWALK. INSTALL 14.0t - I 1 WATER SERVICES TO I I g &to-01 3 l� Z Q ~
i CURB &GUTTER. RESET& RECONNECT NEW 8' WATER LINE o Q m
STORM DRAIN INLET. I (TYPICAL)mun }
so __ 4 STA. 4+54.00
r m F- N m
02 CONSTRUCTION REMOVE EXISTING 4' WATER 1 2 INSTALL 497.4t LF. fr _ INSTALL e'GATE VALVE I I I r I • Q W O
1 1 LINE AS NEEDED TO CONSTRUCT 5) CL 51 DUCTILE IRON PIPE WITH BOX U) i v m
REMOVE EXISTING 6' VALVE. THE NEW 8' WATER LINE ABANDON Y I
CONNECT TO 6' MAIN WITH 8 IN PLACE REMAINING-EXISRNG 4' ¢
REDUCER & 8' GATE VALVE - - - - - I I - - - --- '� INSTALL 13.00 LF. 6' I I IO v0 ' —r I N ' Y
WATER LINE. CUT&CAP >
1 D-1 CL 51 DUCTILE IRON PIPE I m Z-� a 0 CD
,1 1 FLOWABLE FILL FROM 4 I i I a I O ¢
ST& 0+02.6f TO _3 REMOVE &REPLACE 56 SO. FT.f m 20 0 20 40 m
STA. 1+00.00. 97- LF. CONCRETE SIDEWALK AND 8.00 Lj scab fast z
LF.t CURB& GUTTER AS NEEDED.
Scale LE
1�'--=2I0• Horiz :y�o ? a
€ m z e w
4798 i ? :i: E :40fT;00 Fr.F.7149E 'A'BACKFI(L ' .... j W _ uuoru
i
Seale 1'=2' Vert ti tl •
97.4t LF. FEOWABtE FR6 i 3�. a ...... ....o... ....... -N ..... ..................
.. _
Al
'Q -
01� 2 h�> e� 0g`bkQ �F r
o w
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m. > ................:..................f.............. _... ............................. ..... _ .fo l'. .... .W ....:..:..............-,t -.....-.. ............ 4.......... ............... ............. -
it
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y V➢.J..... ........ e V fy - =0
Qb �et� m Wad. o; ~z SO yU'^21�5'v`Y H yaN�
• �u 2 2 e z k' o;: EXIS)1NGAPPRO)GMQ40UN0
ti 7. 2HJ �2 O � 2 2 J
Jpy O 2�Oe }� a
4794 � 2WSc �,� � � 64
� � �V�,, �k'C3q Np :M� Ol•£R�R/PQ/NE
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SD N
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qc :... h
NN to ^Iry y O i•ak� + �O� ,FV :N2 ry2_... .. I V m
U wa,Uj `•Pi��k' y m '� oQ (4a1�
4 5 ... SS
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a • � �c'� eyK� gg GI�tW� �hhbWhR v~i :. :v/W rnW: _ W (n T .-I
4792 Wr� ? e ti2I�I22" io v~i,.l ti 3b� � - - - --r.. .�r- - = _ ... ........ .. ........... ... ._.. ............. .... ......�... .... ... .4792... W d, cD
H _....._-19..�.,..V.3_..... ._.N.1VO _........................ ._............5/1 ...................... ._...:................... ................. ................ ........ ............ ..... .....SS...... fa E, O' 00
OD
n i i E d p Q 00
SS a A
SO O
4790 i i i i i i e m O U
_ ... .. .......... ............. ..... ... ........ ... ..... .............
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n. i i i iiN
c N
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n I i N () --. h B/'OVD)E� .. x CO W G4
N 4788 47M
'r ': i ? i E ...... .. ......... ............. .............
i
....................
a i IiST 497?1f LF. 8 4786 C1
i
H ��IRON PIP
t3-51 W.
4786 E i -
' ALL
...:.... ........ ......:. .... :.........:...................:...................:...................:..................:..................:...................:...................:................... ..............:...................:...................
_.... ......................... .............................. ............................................................. ............. ........ ............. Z
° xISflNG e' NOTE YERTICALSPOOL K
a AID 2B00 LF 2r THICK x 4 00' W
4784WDE RIGID BOARD INSULA77ON 4784 Z
-- . .._.....-._....-.-.._..'..................i...................i.................................... i
.. ............. ............. .............
_............................................................... ..._............ ..........................,......................,.................:..............:....... .. / A!R G. ...
o ASSUMED 6.0 : -36.00 LF. ? THICK x 4.00 / ...8 TEE IESI&EAST��NEW.C....
z DEPTH FOR ENIST. NfDE RIC1D BOARD/NSULADON J SERW ESE AS NEEDED B'WATER UNES
WAIERUNE 70P 6'ABOW NEW PIPE FROM;NEW: CONNECT R)E7fISRNG Z
Q, OF NUT AT VALVE O 8- TEE NEST-70 EX/S7/NG:WAiER UNE.: (TYPI WATER SEANCE w
nNi 1782 AQ
AT NO47HEASr CORNER 4782
>< .-...-_.-_...'............_OF.MAW..ST...d:.B1ACK.A ...................:............,......:...................:........:.........5...................i................ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
a •• """" Sheet No. 3
MEASURED 5.04'DOWN, i
o .� w: a r� a� _: K N: � •�c n: : � o: o: K w: �v: �ni a: o me K ��n: '
n' v
BL-1
0 4780 i : : i _ : E i i- i i i i E :. -.... i-- --E--- : : -. _ _....: :._.. 4780
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+80 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+80 3+80 4+00 4+20 4+40 4+00 4+80 5+00 5+20 OF 18
Copyright 0 2002 HKM ENGINEERING Inc., All Rights Reserved.
N N r I
N o
RECONNECT EXISTING I
THE NEW N WATERLINE I y i o I STA. 7+79.6t 20.00'RT 3 v T o o g
OU )
2 b CUT do CAP EXISTING 4
(NOT F ND/CONNECTED +44.41 e o m m
WATER LINE ON NORTH SIDE. n
INSTALL 8z6 TEE WITH INSTALL PLUG k THRUST BLOCK a ii o 0
FIRE HYDRANT ASSEMBLY. I i W G �
I ON EXISTING TEE. (SHOWN •
INSTALL. 6' GATE VALVE GRAPHICALLY) > � g g
eMAINTAIN 18' VERTICAL WITH BOX. I I I g
D-1 CLEARANCE BETWEEN I
U NEW WATER LINE AND
J EXISTING SEWER ✓k STORM a i I x z
m (TYP) 19 a I 202 o _ N
3 q 19
BLACKM
F ELKS LODGE/PARKING APARTMENT COMPLEX
II I IIi I -ORE CK AVE. oT •
_N
S. BLelCX Al�d'
W GENERAL NOTES: o m a
LL1
ABANDON I I 1. THE CONTRACTOR SHALL MINIMIZE
I I j I EXISTWO 4'WATER LME. I TEMPORARY DISRUPTION OF THE •
N I S. 9LulCJC APr I H REMOVE AS NEEDED 1 EXISTING 6' FIRE SERVICE TO THE
O 6- I (TIPICAL) I 6- FEDERAL BUILDING TO A MAXIMUM p
O _ --_—_---- _ _ ----_ _— --------_—___-- _�_ _---- -- ---- OF 4 HOURS, THE CONTRACTOR �
-----�sn --------- -�--.-- -- ----------- —6 - I --�--------st=ri ny--- SHALL COORDINATE WITH THE FIRE b+
------------- --- SOL-- -----
O 4' M - Lt-w� _____ DEPARTMENT PRIOR TO DISRUPTION c�
OF SERVICE.
LLI
1A 6 7+00
UEL�47D6.X1 1'�
7IN'TALLNELW
\ _ VQ Nt
N OFFICE/FEDERAL BUILDING REP R+SSTTORM DRAIN o a F�D�1MrnAUGEDODURING RECORD ORA N7NG Z Z Q Z ~LLJ �^ REMOVE &REPLACE EXISTINGI5 s CL Q
Z SIGN IN KIND AS NEEDED. I 1sra s+61.ef i , o f-fo-07 Luz Z J �INSTALL Bx6 TEE I i N NO O OC
CONNECT TO EXISTING I i o F' X. LV O
C) 6' FIRE SERVICE TO THRU I I • 00< Z Q ~FEDERAL BUILDING � 2 INSTALL 16.83 LF. 6' g i.i
Q SEE NOTE NO. 1 D- CL 51 DUCTILE IRON PIPE I i o O 0 Q 3 p
REMOVE &REPLACE 48 SO. FT.
CONCRETE SIDEWALK AND 8.00 111 ~ O
i Z ALL 269.4t LF. 8' LF.f CURB h GUTTER AS NEEDED. I I u 1 0 W O+
REPAIR GRASS SURFACE IN KIND. U ISL jr to
1 CL 51 DUCTILE IRON PIPE W m
EM coNstaucnoN I I i Q
I., NOTE THE FIBER OPTICS a;
STA. 7+69.4t I TELEPHONE LINE IS SHOWN
i INSTALL 12x8 TAPPING TEE I I I APPROXIMATE. CONTACT 3 V �
WITH 8' TAPPING VALVE WITH BOX �E i I U.S. WEST FOR EXACT 20 0 20 40 o Q
AND THRUST BLOCK '� I I LOCATION PRIOR TO BEGINNING stole teat d -j
TAP BY CITY. i CONSTRUCTION. 7 OO
u
PROFILE - o �
i26A4f LF.E TYPE'A'BAQrfXl Scale 1'=20'Vert.
: Seale 1'=2' Vert � .. -
-.. Q.
4800..... '. W -
.............:...................:...................:........................ ......... ................:................• ...... ...... ............. ...... ._
w ........ .................................... ................ .....0..g. : .. .... ............. .................. ............. ............. .............
4 - ......... ....... ............. .... ..................APPR MATE......... ...'... .
f7051INC GItOVIND r�
:.
OKR fT PPQIN
E
z w
.. s '
€ I � �2 SS ss ss sD :� _ - .. co opa$... � �.•:y`;
+: uW k' .,. E - _ ---.- _ `�' �v~iZ�V
m ~ �t2C�2 i -__�. S in 42 U'�i�wr/PR����P
4796 (ioy q
4 rr
............. . .... .. g
796
...................:... .x.CTi ...................df .4.d........................................ ............. ............. ............. ....................................... ............. ............. ............. CST
o k:
v :6B.00 LF. 2' 7NICK x C00'HIDE Z C�
W N :RIGID BOAR6 INSULA17OAf 6'ABOW
4794 i i (� ? i 3 ;F: i AEW PIPE 4794 W to i
...................:...........................................................:....................................:........... .......... ................:....................... ................... ............. ............. ............. .... ... .. ............. ........ ............. ....................................0.... ...:... �.. W i~
4792 E
E16577N0 1
...................:...................:...................:..................:............... ..............:.
. i 4792.
1^ ........................................................... .........................:. ........................:.......................................:............ .....:...... ........:...:.... ............. ............. ............. ............. .............
WATER LINE
4790 i i Q 4t LF. 8'Cl. 51 DUCn�IRON PIPE 4790cOD W G.
69.
i
WYH
. - ORTN
1611ER t7��S�
.OF'NUT AMFST fJORN£IP
4766 i.......1 2 c01F 0LIt4:Sr. &BLACK 4W. i 4766
...........:...................:.................:..................................................... .......... .;. : .................: ....................................:...................:......................................:....... ................... .............
•••'AAEASUIPfD215'.db.MIN......... ........
S E i E E i W Z
. REPAIR EJQSIlNG - �.....� ? VALVE BOX f!N�rn 1H
V ? AS N DEBRIS o:SEANCES £EpED � W
4786 W
1 4788
: NU ................ ............. ............. ........ ...... .... ............. ............. -
t
t
:SS
�O
Ss U m Z
4784
ti
pg W
tl7 y 2 4784
............. .. ..... ............. ............. ........ ............. ............. ............. ................ ............. Sheet No. 4
A[ ni 7e; w; : T, •t: �.: "t Yf? 0t fc
BL-2
4762 4762
5+00 5+20 5+40 5+80 5+60 6+00 6+20 6+40 6+80 him 7+00 7+20 7+40 7+60 7+80 OF 18
UADly. 04\4M229134-NORTH\dwg\BL-2.dwg 11/18/2002 02,32,17 PM MST Copyright 0 2002 HKM ENGINEERING, Inc., All Rights Reserved.
�_ I
w O
In ,{
90? �04
1 '
r (S I N. W/IACE06 I \� > o 0
SEE SHEET F-1I < ` \ o m
j1 I I I IFOR SERVICE LINE a N a c k o
1 REPLACEMENT �, • A. z F
ABANDON IN PLACE PORCH `� `� . -m
EXISTING 6' WATER I •tea c>
LV I STA. 3+58.11 HC 'IZ ANG PT LINE. REMOVE AS
I INSTALL HORR. 12 45'BEND NEEDED. Y
l ( ) J RECONN_ECY EXISTING \` 01 Z
��� WA R SERVICES TO
w REMOVE d: REPLACE rJ MAINTAIN 1VERTICALC 3 TME NEW 14' WATERLINE ` LA_ • _
I BLOC LF. EXISTING CLEARANCE BETWEEN ` x
D-1 TYPICAL t \ ��u`�
y CURB k GUTTER NEW WATER LINE k EXISTING ( ) 1g�y* Z
SEWER k STORM
LLJ (TW) �. \ W
in w
• Lz�
'UG_ _ _ _ _ _ LJJ
00 T,;
8 :H�, �P --Nc-�-In O o
M
moo_.. .----._.._.._.. ..- -— - - - - - - —-\- -._.._.._..-'- -._.._.._.._.._.._.-_.._._..—-r---.-ynC..- - - . + /NFO/PMA�`illr
o'
3+Q0 — — — —„— — — — Z ------- — — �'� — — F d O
V) �, l 1 Q W
1 I N o co
1 pp Z Z W mi
P M
L.1 - - ---- --oHP--- ----------------- ----orcq= ___________=====r==== _ __ ��__= 1 d d Z
-_ --- --- ------
Z - -------___________________ ------- ---- _ i __ __T_
_ .�P I' I ' PIPE JOINT SFLECTION PER I IJNIE �!i I ? Q MO Q o H co
I l UO (TYP) BUlL[NNC + I I a = • m Q Q O
Q I 920 3+ 7 Z 3 ezz V 3 LL
WALLACE OVE EXISTING FlRE INSTALL 315.00 LF 12� �� Z r TAMARACK
HYDRANT ASSEMBLY. I CL 51 DUCTILE IRON PIPE REMOVE T REPISTI � a ��� 1 O
1 D-1 57 SQ. FT.t EXISTING
INSTALL 12x6 TEE, IJJ 105
NOTE: VERTICAL INSTALL FlRE HMYDRANT CURB, GUTTER k;SIDEWALK T7SC
BEND REQUIRED ASSEMBLY VA 6' GATE I a V m
VALVE AND BOX. INSTALL ro
I 2 3 STA. 0+77. ^ Q
STA.B3O+29 93 HORIZ AND PTI I I NSTALL FIRE HYDRANT
N d co
i INSTALL HORIi. 12 45'L1ENDiVE AND BOX B ASSEMBLY
OLLARDS. INSTALL 20 0 20 40 TE
wale feet z d
U
e d PROFlLE 'o
2 Scale 1"=2d Horiz. a`
H OZ ���
Stole 1'=2• Vert •
'K pp 2 a
Q'
��� 4754 rpuugq.
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2 O 4752 nZ•
47522�� 2?y2 i ?9 ��y ......... rf - o
Q.a .0....,.. ... :...................:.................... ....
...................:...................:........................................... ...............ln ...h.Q. .... .1 ...... ;...:�. `... ax� ,IS'` APPROXIMATE : - .O �O ;U,
i i 2 i (L' UN£Q 2?rn:�. EXISTING GROUND
yr to t
E
OH;R OF'%Pf
i
f 4750 i i i --- .......... ............. .. .. .... ........... ... ............... ............. ............. ......... ....:.....:.. ......:...... ............. ..........
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Lo
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CL
W r
4748 E i ...... ............ ............. ............. ..... .. ............. ............. ... ............. ............. ............. .......... ............. ............. ............. .............
4748
...........................................................:...................:...................: h
:............................................................................:.E...................?......... 00
00
N g... 00
N U (1; CJ VI
Cu 4 i N i' i 4 4746 W ?� a3 d'
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O Q
...
J x
4744
E E .. .. ............ ............. ... ... ............. ............. ............. .... .... ............. ............ .............4744 �. ........... .. �..:.. . ...
a ..................:...................:... ....:........ZT ............. ........ ...�....:
h 2I
' z
4742 l9
742 i i
^.2
4 ..........................................................:....... ...E...
_ STALL J1800 L i 13"d d1 01/CilrE wq AwE
- O /N
STA;J+wit Hcmz ANG PT i .. -
� MILS HOQIZ � 45'�71Rf � W
o _ 3
z i i i i i .......... ............. Q .... .............
4740 :.................:...............:.:.:.:.:.:..... .... _
ro E E ,�R1kaES A3i AEFDED
.71 Z
o, CGMNr��T 10 EXIS�
... .....:...
N i i i i ErATLL MECAL,URC FROM J+00.00 STA. J10 SERHCE - W
Cu ALL R£S, A/N£D.XN TS ON ALL MAN UNE
i ' ... .. ......... ... ............... .4738 N CIZA :............................ ...................................................................:...:...............:............................................ ..... .:...................i.... ...E... ..... ............ ............. ........ ............. ............. ............. ........
v AND..f1TTfNG..GON E
.................................................... ..
/a :...; ... :. c � :.. i J15.40.LF..T)'PEi A'BAp(FTLL _ Sheet No. 5
4738 i E i . i i
4736
0 3+80 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 OF 18
.00
Copyright 32002 HKM ENGINEERING Inc., All Rights Reserved.
i
INSTALL 180.00 LF. 8' CL 52 AIJ •■•■■ •f -`
- SEE MEGALUG N BELOW W •••• r •f•1♦
• M ITCH EXISTING I a // a •• _ _
66.75' UTILITY 8 PROTECT IN PLACE THE I ♦ >
- -- - RI�RAP SECTION m
WARP RIPRAP SECTION- 9 EXISTING UNDERGROUND ♦♦•N- ALL 10"0 �I ♦•• a
-COORDINATE TREE ExISTI�lG TOP \ B ZEMAN CREEK 4 TELEPHONE SYSTEM 3TAT/ally EQlJAT10N I V ♦ S 1 DL& COUP. 3 ABANDON IN ♦ < o F5
TO MATCH EXISTING I L`RpSSING
REMOVAL WITH THE TOP OF BANK BANK (TYPICAL _ j
LANDOWNER- (TYPICAL) I ` EXISTING \ �j f F':IS1N6(TTYP) PLAT/ • -u = g
STA. 0+25.06 AHEAD I I • ` • I >
REMOVE j STA. 3+75.10 BACK w f It, LL 12x8 "�'w ■
K) .. At
I T0� OF y I 511 REPA/tIAND REPLACE EXISIINC I U R f �` PLUG DR CAP •
EXISTING SLOPE ` & TAMARACK DRIVEWAY AND FENCING IN KIND. ¢ I In If RL')U:ER ■
- -- ---_ - - I I RECONNECT S11 O 0 NEW 8'\/ °
1REE IL (TYPICAL) 1f WATER RECONNECT
SERVICESEXISTING
TO o¢ ■ o NEW 12'4 : z
�• I THE NEW 8' WATERLINE 3 1 ■ If.i,ALL 8"-� , �_�INSTALL 12' ■ 0
% ■ BFV W BOX ■ • v, 0
(TYPI AL) z I G/TE VALVE /
g °0U c % T 4.9t H I T pp 4 12x10J/ W/BOX
■ W,HO% INST x
If 8.-° ♦` IN HORIZ 8 45' j IN' ILL -..--.--- BFV o:
0.
068
O �II( Z _ __a IaAXIMUM DEF1EC710N - - •r•- /S / of i, 4�r1 �I f r�•
q ' • - - - -JUG-m- --�'! PER PIPE JOINT IS J'�---- uc- DH wo.4 /ES'4 3 ♦+ ♦f I ••
REPAIR GRAVEL-
ALLEY _ uc-ie�. - i ___ 2t00 - -- _—_ �'47sa6r I i , ff1■■/■■■•♦ o
AS NEEDED OTECT IN f �-—L �— - Uc- -- N, ROTES:
+ 4 6tlPb�E 1 U LINES NG PUCE EXIST.
arl Na a BRACE POST. m. _'............. -..---'--- --- -.._.._ - - - -•-- -----•--------•---- - - - - - - - _.._.._.. 5D- .......... - -
Q .._.._.--••-'__T -- -- --------------- - -------------- ---- - - -_ 2. ;EE MEGALUG NOTE BELOW.
1` _ 1
x 1 - -.
1 •■.'1- y DAMAGED OR DISPLACED D
c
♦ ^INSTRUCTION IN
M- e3 1 ------ "�-----------------
- --GAS--- -------J---- ---- -6a5- ERIICA
- ---- -GAS------- --- - ---- - -- ------------ - -1----------- 1 NOTE: VERTICAL _ O
:VERTICAL BENDS I STA. 1+110.00 HORIZ ANG PT BENDS REQUIRED •1
I 4Jf4)UV lr�SrArAT REQUIRED. (TYPICAL) 1 _ 1 DEFLECT PIPE JOINTS �-� - 0 g �
—— — — —� _ —i-� 14•MCP T"W"Cd" STRAii;, --Uc-m--- u
LLJr4^Acr I ssu•�cP--- - -----__ _____ ---- 1$ - - � --' a Z
- -ss------- ------ --- -t ------------- - - ---r- --- -- ---- - - ----- am=====_____-O_ n Q
Z iF• -DPP +\ ly PPNi� —� _ �I I cC) RECORD ORAW/NG
_-"�----- ------- - I _l__pyp___! �I PP d
_ ----_ _ _ PP PP gyp'
,J � - a- o o - a _ -o - o---- _�__ - i I + � dVFORMAT/ON
= rM� YPC TA. 3+ 7t AN PT a/e'ecBAlr __�Ic-iEL-- i X 1f28-O? o
INSTALL 29 .OB LF 2 I
U I .6 /. I INSTALL HORIZ 8 45'BEND 8' CL 51 DUCTILE D-1 D-1 / j I Q F- • m Q L�jJ 0
F- �1GQS' REMOVE & REPLACE 5 SQ. Fl.t GRASS I IRON PIPE I �)GI I I I 1- 0 >
Q I / SURFACE AND 12.00 LF. LANDSCAPE N o Q C
STA. 4+68.00 8 SALVAGE EXISTING RIPRAP. 4 TIMBERS AS NEEDED. w _
LACE NEW MDT CLAS II U -`� I
INSTALL STANDARD RIP RAP & FILTER FABRIC D_1 I l� I V)
SLOWOFF HYDRANT INSTALL 14.50 LF. 6' CL Z I oQ I I�I W W • 0 N
I t HORIZ ANG PT 51 UC11lE IRON PIPE p_ _1 ro 3 I G W a m
STA. 4+94'00 HORIZ ANG P7 4 Z n
INSTALL HORIZ 8' 45'BEND I ✓� I V Q
INSTALL HORIZ 8 45'BEND. z ,�' J of
INSTALL 8" GATE VALVE STA. 3+28.53 Z 3 = Q Q
WITH BOX. 516 CUT EXISTING TOP OF 4- INSTALL Bx6 TEE WITH - - 5 MAINTAIN 18' VERTIC L I I 14 m m
I TAMARACK BANK TO LIMITS SHOWN FIRE HYDRANT ASSEMBLY. D-1 6' <o
PLACE MDT CLASS II D-1 INSTALL 6' GATE VALVE WITH CLEARANCE BETWEEN NEW
INSTALL 6.70 LF. Z ACE
& FILTER FABRIC BOX. INSTALL 8'A BOLLARDS. WATER LINE AND EXISTING _ 5U '
8' CL 52 DUCTILE jt INSTALL 8' GATE VALVE SEWER AND STORM - I Q 2s 0 20 40 z°
IRON PIPE WITH BOX. ( ) scale test f•••
m
Scale PR020' Horl:. _. .- -..
�o
2
Scale
INSTALL 1b0.00 LF.8":CL 52 MJ _ -
i
JOLt24 LF.:TYPE A.:BACXFKL4750
i BAdl.LC PER T C i i i :. „uuuuq�i
4760 i(55UAiED 3.4"DEPTH.........;- PI 2I3
STA,..4.+A&wO ......................................................:................................... :... * ..
................. ...... ... 0.... i - FOR EXIST 10"WATER LINE: ?Pvow,
3VT�L
INSTALL STANDARD
i
. - -- - OF NUT AI.
BlOMt7FF HYDRANT iCE
... ........ ................... .... .... ......:...................:...... ......... PAS �
4746 ................:...................:............................. . zp.
...:... ...... :...
:.....................
;APPROX/MA1E MLL£D�HDEBR 3s� `y�P•
..................:............. .................,�._..,-�-.^ � �G i i ; INSTALL. 10.10 LF... .......-•-
OF:
a i EXISTING(xtL%/ND T 12'GL 51 DUC7KE 'o�!'*n r��•,
. SfBI.
• b h :OVER q PlPtUNE i 52.00 LF. 4" THICK X 4.00: Y V er
i $y 4 0 •.\ 2 WI AR SU 770N IRON:PIPE i7
i ` 1 r <• ti.' '. ........ ......... 6 DABOW NEW NA TER LINE.. ........... ...........4746
N _.... :.:.................!.:.............. ............. ............. ...... ... s�NTSR•INslu�•haw..oN..uys.T,uv.,.......
4748 .- .....:N ...
1....... a ........
..........:...........h. ..........!'. .y... .. K�.................1. ..................,.I *5'ao 8 , .. (NOT SHOWN ON TK-r FOR CLARITY)
py ...... INSTALL MEGALUG FROM STA. 3+OOi00 7D 3TA. 3*75.10 ...
~ - ... INSTALL RESTRAINED JfSN7S ON ALL:MAIN.LINE PIPE ? 4744 W m Lo
i x l ? y ' ti - ............. ........ 'AND RTT(MG'GCdNNl:GI/AINS....... ....... ......... ....................... w t0
.............b ... ..........:.:...................:................ ... ...... ......... ............. 'vim... F• 90
47M.......: ....( .'.j` .........:x .. ...............I............q;.................R.......... .........`� ................ - 'T,,, F tQ
li
A i 2$4 06 L.F. B'i p 51 pl/CTYE RL111 ~` :... 4742... Gz7 ,� pd •�
4742 1. ..: .........:.NSTALL .. (/�. ..
6 I' ►� "I O
/ IN�G to
CONNECT 70E£XIS �I
• E p 1 I --i _- IYATER SERIk.E 4740
Q i :. �J.-._i. ....: ............. ............. ........... ... ..... ........... .... ..... .......... .....................
4740 F� I yT7PIL AIJ....i ....... ......
..................................�................... ............ ....................................................... --__
�.. I -
0
C
ti i � i i v R �v R ........... ... h i o ~ o ... ~ ............................73Ur
... . �, a........:
4730 41 ao a ao.......:...... _..... Rai..........-.......:................ b.. 5�.. a...... ..
`�'�.....:..... ... ....... .. 2 2 N�. QQY i VN� Z
................................ ..ef 6 ....� ...........;..........�3 ...,.... .i.....: .... m zw luU \ice _
J ti� 0 2 ;.... io < 4� t"ti j < �n 2Q �" ec
2 <, : : rv'rj < 7: INSTALL MEGALUG FROM STA. J+20.00 TO:STA 5+40••.•.• ... Nh p N, QQl tiN -
N INSTALL R£STRA'INEO.K11N7S:ON ALL MAIN NE PIPE - 2 2 N a 2 N u,
2
cp
AND:FITTING ECnONS ? la., O °e 4736 z
V =hb: Nti<h ......... ........... ............. to.............. ......* .. ..... .. ......:..�b........,p .J...... 1f1.1n....:................... I- ............... ....................... Z
SSS d
J JJ
a .
- y y
Id
{ a
h.1E....... ~ ........~h�......~W ti ..........4734
h h h h:
ti
h r h�
a7s4 6ao0'�IINIMIIM h? ..........!� ......i..................V>� ?�.�...............................................................................................
;...................................�. b�:................... :.: w, h ..
InlIzfi.......;.NW �. .. ...
SS ... . ...i... Sheet No. 6
TK-2
4732 i ? �, :.... :... _ 4732
5+00 44-80 �60 4+40 4+20 44-00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+@D 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0 3+40 p OF 16
Copyright t 11P 2002 MSE-HKM, Inc., All Rights Reserved.
0:\I)Iv (14\4M?29134-N0RTH\dwg\TK-2.dwg 11/18/2002 03-02:23 PM MST
i
GENERAL NOTES: : o
hl STA. 8+9881 4 INST/1, 40.00 LF. N
1. EXISTING BURIED TRAFFIC CONTROLo 0
SIGNAL LNES. THE CONTRACTOR I II INSTALL tE'z8 CROSS. INS/ALL _ 8' !_52 MJ
SHALL LOCATE ALL UNES& LOOPS I I 8" GATE V+rLVE WEST SIDti e�tECONNECT EXITING �-AEMLUG RECORD DRAWING PRIOR TO CONSTRUCTION. COORDINATE I 1 I WITH BOX. INSTALL 2-16" �YATER SERVICE TO d = _
SIGNAL LOCATING WITH S1EVE ROBBINS I BFVS WITH BOXES ON NORTH THE m a:
I II ! E NEW 8" WA RUT` BELOW /NFORMAT/ON ° 0 0
& SOUTH DE OF CROSS /1-2P-02 I n
(CITY OF BOZEMAN 582-3219) AND I I II (TYPICAL) � J
MAURICE DEDYCKER (MDT-406 586-9562) 1 STA. 8+2 .33 TO 4 I I I ( I I I c I w • ° b
A MINIMUM OF 48 HOURS PRIOR TO I 1 STA. 9+ 33. N n
EXCAVATION. 1 I I �I 1 SHRINK B CKFlLL _ 423
2•SM. CONDUIT I I 105.00 LF. MOVE & R PLAC 1 TAMARACK I I N NO
�Y TRAFFIC SIGNAL c�II EXISTING TRAFFIC F I v
LOOPS IN-KIND �WOVE ,O Y - o
Y EXISTING HIGH PP I �Ij Na nc sc nur �T�) 11 & 411 1� WATERU INSTALL
5180.00 DUCTILE
2 I = Z Qa
1--• PRESSURE TE F1AGrolf 1 �j m TAMARACK I IRON PIPE Q D D-1 s I •
IN NEW WA
g N U
= AREALINE .
G - - - \ I o,�0 I q I TAMARACK
'7 - - 1 - - W o m��o
r 3
W ie 1 '• 1 I 1 * I rAROLCNra►I rCK W ; ��bo
—iGARBAGEI I o
1 I ' I I i 0 D 1 ____ _
_ ♦ O
O -_____ -__ _ _ .-. — 6+00 4f 7+00
2-AMC CaVSIGNour r 1JO. -- "-- ----- -- m• I OO
iRAFflC SIGNAL
m r --
1 r ruNourr MAXIMUM DEFLECTION --�s-------------- Lo
c
�7 iK iRAFFi( �ICNAL
SEE NOTE NO. 1 PER PIPE JOINT IS 3' - I--- -
T.l.1/A/?�dCiY STR��Ir I ; I 2. STL CONDUIT I r"WA44r .S Arff ---- Q a
06 11• L__�_ __—�. 1',�—,RAFlIC SIGNAL
--- -------- - =-H---- - ---- ��_=r ------ --- ~_ I �A�__ _______-____—_ - -- a Acr I (n N U
Q o, IN CP 223 PP I PP _ - ------ -- ----------SS-- - --------- �- g
_ -�_47iy.43*_________________Oyu_-,_--_--________-;___-_ ____ __________--_ _--___________-_ __I_ N Q
�\ 4 P E 9�7�a— — —r_�— 9 — J— — — — — — — }�� I I (a O
W IRAF(Typ/FIC SIGNAL \�\� 1 I 7 ° -I16
STA. 8+61.00 410 ° n ° I ° - I I I Z T
Z Sn.cONDuir I VAL NTH BOX TAMARACK ' TA41
MARACK STA. +I1 1—. - II � �� � • N O� z ~
� TRAFFIC SIGNAL \ �`\I i I I MAI TAIN 18" VERTI AL S STORM
EXISTING DRAIN
SYS TO EXISTING j = Q F 07
I STORM DRAIN SYSTEM. REMOVE fq U m Q Q
= EXIS77NO le"BFV I I I CLEARANCE BETWEEN BLOWOFF & APPURTENANCES , j �" �, Z f•-
D-1 REPAIR OPENING IN EXISTING , Q 3
colERFO BrASPNALT \\ I I 1 `EWI WATER UNE AND I I I I I STORM RAIN AS NEEDED. -N Wj g
Q I E. NG SEWER & STORM
TY1 I I : � N
l j . I m IA 1 1 >ol h I W STA. 9L 8 G 4
II I N j INSTALL B GATE �
I 3 II m 0 VALVE WITH BOX N Q Q
II I I I o 3 a �
I
1 I I j I I 2D 0 20 40 Q
I code feet
i o
i Scale
PRTO' HOriz.
INSTALLi AAEGALUC fRQN STA. J+2Q00 117 STA. 5+4D a`
Scale 1"=2' Vert. L1NSfA�/;II£S117Api�p;IgM115 p!?,ILI MA/N LINE PIP£ � - -- � � •
AND f7TI NG CONNECTIONS INSTALL 46.00�3: 8• CL 52:MJ
4756 i i iMOYFL PER EXHIBIT"Q"
74.70 L.F. TYPE:A BAC1lFKL !0'xD0 Lfi NON- 6ACKFlLL: i 2BO.J0 L.F. TYPE il"BACKfILL 4756
.............................................................................................................................................................................................................................................................................................. .......... ......................................:....
/
4754 h M C 4 y 4754
.:.. .... ...... ............ ............ ....
4752
i i............54...i............................. SS i 4752 H
.... :... i... ..........:... ........... ....................... .........:....................
........................ .....................:go �mm...... ....* * ^ ...................
.... _ N p : h ' APPROX/MA1E K .... .......... ..... ... ............. .......... ......... ..: . ... .., .. Q N
2 ,L1 8.
km
po EXIS OUN
1La�.
4.
m OVER¢GA/PECINE �o� _ h n 4 (� _
4750 ~~ `� '`2 2 ~y ~ ti E 4750 W ►�l3
i i �+f .............:..N ......... ..........:..... ........ ........ ............. .......... ...... ...... .. i
_.............................................:..!�?k......... ..hW .h.T�. ...........b ..........10. .. . :....... _.. ... .......... h ... .....................:.....:. ........E...................:................_.............� ........, c0
wQE �-� - ---
4748 0 - - : E 4748 00
E i
................. ................. i........ ...........................?................ ...�.... ....... ............. ......
......................................................................... . :...
............. ......
EALSir NOTE NO. 1 _ Z dI
'0"
4746 v- 4746
.......................................................................... .............:.......................:......................... .... ............. ............ ............. ....... ....... ..... ........ ............. ............. ...... ............. .... ... ............. .............. ....... ............. ..... ............. ............
I
4744 i E E ;` 6 4744
...................................................... ........................................ .......
I
...............1.:......................................................................:. .......................................
z
Z - � w
4742
I
W
........:.................:............ .......................i .............:................ ..................:.................:......................:..:......:... ..
:.NVSLILLI60.QD.LF. p.:51..p!/GlflE-IRQN.,P,1pE-. .-.
............. 1......... ............. .............4742 Z
:
REPAIR pasnNc : � � z
4740 i ` t E `*► CONNECT TO EX/S11NG� i 4710 W
i ......... ... ............. .............
i...................i... ......
"i SERI�CES Sheet No. 7
AS REWIRED
yy yy .o'... O - �... .�... .ry:..
M:
vi w ri Mi v: v: •Fi �i P'ii w -
TYR
�: N ,� �: n: N ,�: fin•• �:: V.
GAL,.-� �•
4736 4738
10+00 9+60 9+80 9+40 9+20 9+00 8+80 8+60 8+40 8+20 8+00 7+80 7+60 7+40 7+20 7+00 6+90 6+60 6+40 6+20 5+00 5+6D 5+60 5+40 J 5+20 5+00 OF 18
0,\Dlv, 04\4M229134-NORTH\dwg\TK-3.dwg 11111112102 0422,46 PM MST Copyr apt 11 2002 HKM ENGINEERING, Inc., All Rights Reserved.
i
4 STA. 12+19-)0 0
TMEN T RECORD DRAWING
- INSTALL 8" TEE. v
MON -ANA OEPT OR TA INSTALL GATE VALVE MATH /NFORMAT/ON o m
P BoxE. 11-2R-02
Lo
TR < o
EXISTING UNDERGROUND � • z r=
O TELEPHONE SYSTEM.
PROTECT IN PLACE
REMOVE EXISTING WATER Y o
SERVICE FROM STA. (TYPICAL) INSTALL 500.00 L.F. 8' D 1 U 1 N v o
STA. 13+75.7t CL 51 DUCTILE IRON PIP STA. 10+78.00 1-- Z a a
13+75.7t TO STA. w
15+90.7t AT NORTH - RECONNECT EXISTING s INSTALL NEW 1' SERVIC!• j
WATER SERVICES TO Q cP 41s �, MATH CORP STOP o •
BOZEMAN AVE. SEE E>--4746.4a h
SHEET TK-5. THE NEW 8' WATERUNE N 1005194 p1
LLI
W (TYPICAL) ' h - - _ E Baoe.a7_T_ _ _ _ - _ ___ _ Ld z � �
-_-_._- --. - - - - - --_ -_ ___ J _ _ _ _
z1.
I I --�i7Q- ¢ 7� -� -__-_ _ CAS_____- _ 3
0
1 0 .
---------------- ---------------
O _ -_-_- -__-__ ____ ------------------------4 --_ - ___ _ -_----__ - O -
_ a
--- ------1-��-� ------ - --r ----------- ---- . -I- - �D m o
O M6 I I 1 off Na 7 y I O1
.. I-_ S0� I I EL-474a.39 �� d I 30• 50J0 + J
.._..___..-.._.._------.---•--._.._-'-'---------_. SD .._.._._._._..r.._.._.._.._t_.._._-..-.._.._.._.._.._.._.._.._..__._.._.. SD_ l,---_..--.-..-.-_. - L-•=----.- -..__.-SD_-__..-__.._..___ —_ �-.�..n--�._�_-_-.___ -- _ Oc�
I — — — — ------- — — — — —
to -------------------- d 7-----j--- T----- -- —DIMENSION TIE UNE — — - p o
� T.l.Y.lRlC�f' STJ7d�1' � i i I\ // - I I T.IA(AR9CX STJ?�A'7' � c �
------------------S5Ic--------�--------------�-------�---------------ssra'---- i �----- - -- --- - _---------------- - -- ---------------- --------- F-
• �
-------� p{ - - ----_-- --iPP__- ----- -------- __- - _ Q �� P fS - _ ._-E3 E3 D4 f! _ �' o F- W O
-T I -___ -____________________gimp___-._ �_- o U Q •
Lu
O
J j CLEARANCEMAINTAIN BBETWEENNEW WATER UNE AL D_1 ? u Q d Q
1 I Ii EXISTING SEWER &AND
= W z z ~
W
U I '-- I Z
(TYP) U N O p J f�
I CONTRACTOR'S NOTE: I I ; i Q m Q W O
MINIMIZE DISTURBANCE TO I ] F F-
I I INSTALL 35.00 L.F. 8' CL 51 4 IL Z
SHOP TRAFFIC AT ALL i DUCTILE IRON PIPE. INSTALL o OZ Q Q
TIMES DURING CONSTRUCTION. I I I I < W
I A 8' GATE VALVE vnTH BOX � � O � 9 �+,
i� I IN BOULEVARD STRIP. INSTALL } O
I I f I 8' CAP.
• � O CO)
0
I 5 n W CO O
G�1� SNOPS I i I 1 G�1� SNoP 3 Q
I I i I 0 Q f0
'bj 1 20 0 20 40 d
a
I 1 scde feet z ~
u
- w
PROFLE o
Scale 1'-20' Haft l
--- Scde 1'-2 Vert. :. --- •
4754
....... ............. ............. ............. ............. ....... ............. ............. wui
4754 ...:...................:...................:...................:...................:...................i...... ... ............ .... ............. ............. ...... 11ii i�v.. ....
E i
4752
i 2
i
4782 ...:...................:...:.. :.................:.....................:..............................•.....:................ -
...................:...................:...................:...................:................................................................................................:................
i
Z
►�
iAPPROXIMATf
g
:EXISIING GROUND ' ` 4750
..:...................:......1V on...i...................:.... ............. .. .. ............. ............. ............. ............. ............. ....... ............. .......... .......... ........ N
4750 i...................i...................i.....:.:.:.....:.:..:...:.......:.....;...................E.:.......... S$ .. ......:Qk£R..�.PIP. UN£............ +ro
.......... '.:.
;
E '
4748 w_ ............ ............. ............. W
......................................:...................:...................:...................:.. ..........: .........:...................:............................................. �.....E................r..� .,.,., .� r~ cD
i
•
i
00
i
; - :. . .....i................. i...................i...................i.................:.:.:.... ............. ............. ............. .......... ............. ....... ..... ..... .............
4746 .............: ...:.................................................................................................:...................:.......
Q...................:................................................................................................... --.... _ ... z.....-. 'z,
-' ;
30 QR DRAIN ---- N p
i
'ST M ° - j
i
to
ii i i i ........... ..... .. ............. ....... ............. .............
BfYOND) M G4
744
4744 ............ ............. ............. ............. .-. ............. .... ...... .............
................................................................................:...................:...................
..................:...................:...................:...................:....... .......:...................:........� ........... ..0...
i
i
4
I
V1 p i 4742
4742 i :............ ....... ..... ... .......... .......... .........
..............................t. _ ................. ;............................ E... Z
..i...
_
... i...
2W e:
W
Z ! LF, 'CL 51 LkXkE IRON : i 4740
ii i:: -.... ........... .:........: ............. ............. ....:........ ....:.:...... :.:. ...... ., ..... ... ....... ......:...... ............. Z
INSTALL:5pp
4740 ...................:...................................................... :. ... ............. .....
...i...
P1Pf
...:.....:. .: ........
Vi WATER SERNI
REPAAR E1014TIING: Z
/ .. Sf - W
Q i i 4738
RFCES fiEQOwPfD
4736 i i .. ............................i.................................. .i .. .. ...... .................................. ............. ......... ............. ...... ............. ............. ............. ............ .. ............ ............. ............. .............
:
.............................................. ....................................... - : ---- --- Sheet No. 8
xf- Sri __ vE ni _ inE -u: n:
.: .: .: TK 4
--. 4736
4736
15+00 14+00 14+60 14+40 14+20 14+00 13+80 13+60 13+40 13+20 13+00 12+80 12+60 12+40 12+20 12+00 11+80 11+50 11+40 11+20 11+00 10+80 1D+60 10+40 10+20 10+00 OF 18
Copyrrcht 0 2002 hkm engineering, Inc., All Rights Reserved.
Qj\Div. 04\4M229134-NORTH\dwg\TK-4.clwg 11/19/2002 07:47,24 AM MST
END CONSTRUCTION 4 REMOVE EXISTING WATER
STA. 19+82.43 _ ^lo SERVICE FROM STA. $
REMOVE PLUG OR CAP FROM ICI 13+75.7f TO STA.
15+90.7t AT NORTH
EXISTING CROSS. INSTALL 8' ^D
GATE VALVE WITH BOX. CONNECT /0 BOZEMAN AVE. SEE RECORD DRAWING
0
NEW VALVE & WATER LINE TO IFZ SHEET TK-3. RECONNECT /NFORAUt/ON a
EXISTING CROSS. THE CONTRACTOR '/ F SERVICE TO NEW WATER a `o
SHALL SUPPLY ALL MATERIALS AS y 1 I - I LINE AT STA. 13+75.7t. I ������� • :w W
NEEDED TO MAKE CONNECTION. 1 rL INSTALL 482.4t LF.
p_1 8- CL 51 DUCTILE 4 STA. 15+88.00 MAINT IN 18' VERTICAL rJ
GO I IRON _ INSTALL 8 TEE. CLE ANCE BETWEEN
INSTALL 8' GATE VALVE WITH NEW WATER UNE AND u z° -
WATER METER PIT STA. 19+76.33 HORIZ ANG PT
DEFLECT PIPE JOINTS RECONNECT EXISTING BOX. EXISTING SEWER h STORM
WATER SERVICES TO '�( (TYP)I = _
° THE NEW 8' WATERLINE • �' yy
PROTECT IN PLACE (TYPICAL)
STA. 4 1t HORI AN P EXISTING UNDERGROUND W < <
PP DEFLECT PIPE JOINTS TELEPHONE SYSTEM
GAS- __-_-_-_ __ -e o` o �0�
�___-Gi Q •
-
; b I EL=4750.09 b .-1" t M Q
__-____ -----___-_---_---__-__---_u0_TEI,___48+gQ_--__----___ _____ -0i+p0__ ___________ __�_ _-___ _ __ Q o
W�- _______________ ____.I.,L_ U
19+00 O+
Jn' !0' 11 v
_..-�_.._.._._..___.. _._.._.._._.._.._sn_.._..-.._..___.._.._.._.._.._.._.._. _. _._..-..-..-..-..-..-..--. --_.-_-Sp•�_.. ..-__. _.._-._ _.-_.._._-_._._-.._.._..__-_.-.._.._.._.._.._..__.-..__-.._..-.._Sy'p•.._.._..-.__.._.._.._ _.� Sp•�• � ° H
--—---- -- .'�- .I --- - - --- - - - -- ---- -- - ---- -------'-- ---- --------------------------- '-- - .L -- —-—-—- ---" T H
DIMENSION TIE LINE T.,i..IfARACX .STRB'.fT
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O,\DIv. 04\4M229134_NORTH\dwg\TK-5.dwg 11/19/2002 08,37.47 AM MST Copyri� •,t 0 2002 HKM ENGINEERING, Inc., All Rights Reserved.