HomeMy WebLinkAboutMain Mall Water & Sewer Improvements I
TIIE MAIN MALL WATER & SEWED IMPROVEMENT.`� ,
R n?E-,VAN MONTANA
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„ 1.1 1.I-L COMPLEX' j
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PAVED PARKING AREA
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PACED PARKING AREA
SEEDING AREA
SEEDING ARf'-1 i� SEEDING AREA
I.I \rIIll1I�I� l� 1"f1 11 —
- _ SHEET INDEX:
SHEET 1 OF 4 COVER PAGE
I SHEET 2 OF 4 SEWER IMPROVEMENTS
STA. 0+00 TO STA. 16+08
I
I'I IIEW SHEET 3 OF 4 WATER IMPROVEMENTS I
-- STA. 0+00 TO STA. 4+28 I
STA. 0+00 TO STA. 1 +55
SHEET 4 OF 4 WATER IMPROVEMENTS
STA. 0+00 TO STA. 8+45
I I
Morrison CC ENGINEERS
I PLANNERS
Maierte SURVEYORS
_ P.O. Box 1113
901 TECHNOLOGY BLVD.
Bozeman, MT 59771-1113
Phone (406) 587-0721
SION DATE:
ON DATE:
L: 4/12/94
NO.: D:\1632\CVR
As CONSTRUCTED
a m
11+50
SEWER SERVCE Z O Vf
21 LF 6'PVC SDR O-1
}5 \ ; Z
MIN.SLOPE 1/4 PER
O 0 S
/3f17A 4. • � � � N
2ELFR 6"PVC ESDR 35 2'IRRIGATION LINE Z
f MIN.$LOPE 1/4'PER FT. APPROX.LOCATION o D
STA. 7+50 U r
SEWER SERVCE 9'�
21 LF 6"PVC$OR 35 y.5' r--" /
MIN.SLOPE 1/4-PER FT. I ---- -1
SEWER NM/2 �________ '
-
STA. 6+18 _ �"""� _-__--_ - �
RIM-4834.70 R d __ ____W__ 5+ 1 + 4+00 11+00 12+ ` SSTA EWER4+685
�STq. 5+50 \ --_"-"' 00 s 6s IIM IN 485
INV.IN=4822. JO/.•. ""_ x 2+o0 13+00 +oo
SEWER SERVICE INV.OUT-482 .20 _ 7�TA
____________ __ 8"_5_DR 35 PVC 190 LF __________
x
.79
20 LF 6'PVC SDR 35 8+�10.SOP 35 PVC 3 4c_' -n W, }r 11.00' - ;NV
WT-1825.69
MIN.SLOPE 1 4'PER FT. - _ __ _ -
"7+00 - �9.D' MH/3
SEWER MH/1 _ - "-"" 7+ "---" 10+07 8"SDR u N ul ZS F
STA. MHOI A.i _----"--- "_ �� 834,51 ��
g+00 ss36'o CULVERT 35 PVC 71 f 88 $O z z
RIM-48}4.66 - 9 EDGE OF PAVEMENT d N=4823.76 APPRO%. LOCATION 71 - STA.14+1+ < z p r yr
INV.IN-4821.686 g+ __ - INV. UT=482}.66 g SEWER SERVICE = N< 2 p
__ _�1.5"IRRIGATION LINE SEWER MH 4 21 LF 4'PVC SDR 35 qq
INV.OUT-IB21,b8 J! ""--'"_ O- R 35 PVC 277 LF S+00 s�- - _",_ """Q-^>� APPROX LOCATION APP ELECTRICAL
LOCATION RIM=4832 9N O NIN.SLOPE 1/4"PER FT.
si - TER INV.IN-4825.41 d u w 4 4 O Z
------------
------------
ELECTRICAL151AND/pLAN LINE A
APPROX.LOCATION Z
ELECTRICAL LINE g
APPRO%. LOCATION nR STA. 14+93 Z ut 6
�13.00' P
m EDGE OF PAVEMENT N SEWER SERVVC
ICE N'
M ` MINL SLOPE 1/IS'O PERS FT. = z z
4 i QJ` (:OOROINATL TARIF LISTING '
IRRIGATION LINE EDGE OF PAVEMENT y IRRIGATION LINE STA. SERVICE
APPROX.LOCATION APPROX.LOCATION o +02
SEWER SERVCE - �a�3N'1111j1
OESC NORTHING FASTING + 21 LF{' PVC SDR 35
o' MIN. SLOPE 1/4-PER FT.
STA. 0+ MHS12 1266.8631 5577.810,1STA
S STA.5+ SERVICE 4974 17297 5153.6319 'Q Z STA
�9 P P pD STA. 7+1 SERVICE 4009
942 5705 4956.32428 i456 SEWER MH/g 2 S -Z;
♦1� ti STA. 10+ 7 MHe13 4901 7580 4701.1557 STA. 16+08 rp
5 GAS LINE ST.//f! STA SE NCE 496P66B? 4
680-7309
J' S7./!f2 STA. SERVICE 49664++4 4167-74d6 I RIM={830,00
APPROX.LOCATION 4826 3 h7•
f STA. 1}+ 7 MH/4 4907.5363 4310.6209 IIII"`Ili•ii�.
''x 2'IRRIGATION LINE STA. 14+ 8 MH//5 49408829 4248.0691
•T 6T 14+55 STA, 14 SERVICE 4 940 88 8--
APPRO%.LOCATION STA, 14+ 3 SERVICE 50753703 4247.5771
1 L% STA. 16+ 2 SERVICE 4966.2600 4247.872
J STA. 16+ 8 MH/6 5081 0041 4247.}213
Al
1 LEGEND:
¢C
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Vt
ONTRACTOR TO CALL FOR A LOCATE SCALE T.B. -THRUST BLOCKING
�" I I ALC UTILITIES PRIOR TO EXCAVATION. PLAN', 1"-50' -EW-=EXISTING WATER O v
30'UTILITY EASEMENT PROFILE: -W-PROPOSED WATER
CENTERED ON SEWER MAIN AINTAIN 11'SEPAPA THE WA BETWEEN THE HOR12.1"=50' 4 ENTERUNES OF THE WATER @ SEWER. -55-=PROPOSED SEWER
LL ASPHALT IS TO BE SAW CUT. VERT. 1"=10' t
P -NG-=NATURAL GAS
-TEL-=TELEPHONE o a
CONNECTION TO EXISTING MANHOLE/72 -------------=UTILITY EASEMENT BOUNDARY m
- CONNECT TO EXISTING SHALL REWIRE TAPPING OF MANHOLE, #=LIGHT POLE
SEWER 14O FORMING A NEW INVERT FOR THE 10"MAIN SEWER MAIN EXTENSION -IG-=IRRIGATION LINE
STA.0+9 AND COMPLETING CONNECTION WITH WATERTIGHT,
RIM-NV IN-48206/B I FLEXIBLE JOINT BETWEEN NEW 10 PIPE AND
1Y INv,lu-bazo6o MANHOLE -EL-=ELECTRICAL LINE
10 INV.IN-4820"6
,2-INV.WT-482D.40 STATION 0+00 TO 16+08
EXISTING GRWND
FINISHED GRADE
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n nN V
N�+
Z NYX 4 Xr Z •M
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Z O
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-140 3 Y
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N 8' VC SOR 35
g'P C SDR 35 SLOP 0.40%FT/FT O ^ S
SLOPE -40%FT/FT rc
LLJ
Z O mm m i
tr • N ON S O
- F G $ +
Z A O Q W Z< W W3
f b 4 a�O mm N -X to OZO N FVI
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Ex SIING GROUND <�_= FI(SHED GRADE <Sz O
w 3Q N �j1
14+00 15+00 16+00 484C.
4840 3 ��� l
In
(/ In rW, tV'
4830 �'---- ----- -- • • • - � 483r.� � � w N
° � y u
!40 LF- 390 8'PVC SDR 35
SLOPE 0.40 FT/FT �
LF-540 10'PV SDR 35 SLOPE 0.28 FT/FT lF= 217
1 PVC SDR 3 SLOPE 0 8 FT/FT F- 389 0'PVC SDR 5 SLOP 0.2B1G FT/FT Z IV O w �I N
Gm 4821:i r'I �`V E`•I
4820 p o
O� �W m-x �%Z CJN O�%w O O
Y 3 < N¢ N_
4810 z< < V+i �o d1.ti' z� 4'�nii 481-
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AIL
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4800 <o u< PROJECT NO.
1632.011 040 0310
SHEET NUMBER
0+00 1+00 2+00 3+00 4+00 5+00 1 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
2/4
x >
h m
WATER MAIN EXTENSION B-B F
O1 a
415;FROM ol I I I
ti/30 EASEMENT
ELECTRICAL LINE WAT R MAIN %T NGON A-A N
STA.0+00 8"TEE W/T.B. APPROX.LOCATION F
TO THE EAST -/ STATION NORTHING FASTING 0 t.5 IRRIGATION LINE STA.0+00 494fl071 4236.9250 a G
57A, O+OS STA. 1+B1 93 A.S P ? 5TA.0+05 4955.85,64 4237.2101 $
R AP ROX LOCATION STA.0+75 5021.9189 4236.6365 N w
8"GATE VALVE 9.5 LF 1'K TYPE COPPER STA 1+42 5088,9163 4236.2789 h w
W/VALVE BO%k T.B. WATER SERVICE CORP.STOP 5$TA.1+72 5166.0041 4236.1344 p
CURB STOP 8 VALVE BOX $TA.1+87 5t 31 9132 4237-0668
1 5'IRRIGATION LINE STA.O+fiS BOAS. STA.4+18 536,28197 42506000
APPROX,LOCATION 9.5 LF 1"K TYPE COPPER STA 4+22.57 5371.0483 4251.0823 O
WATER SERVCE CORP.STOP i 5TA. 00
8"TEE W T.B.
/CURB STOP k VALVE BOX TO TH EAST WATER MAN EXTENSION B-B
a P S7 -i.µ& 30 UTILITY EASEMENT
EXISTING STORM
„ 1G FROM PROPERTY LINE STATION NORTHING FASTING
DRAIN MA E
_ O 8 STA STA 0+05 49403a01 4236.9250
_____________-_ + 4 4
_ 2372101
____________ T________________Z'� • ____}'� ' STA. +50 a948.10�1 4087.0283 _
8 DIP w _ -r :_______ 6rt sarr
W ''"��' L________.__ -ss.__________� a+DD "` ' EXISTING m4 wz r- EW-------TO _____________ ______________ ,_____ __________________--__ 8" WATER MAINsrA / 30AMAIN EIA 11.00' __ �BLOFzLL� ) SEE DETAIL BFLOW 20 ,�STA. U /155 ASTA4'BNNEE�-T6-E EDGE OF BEGIN HORIZONTAL rn 48'PLUG w/T
PAVEMENT DEFLECTION. NOT // x 1Y�1E.8°9.50' tl 1 N I E a m a w
' TO EXCEED V PER I �" - IX
L Y JOINT IlvT Il W p Z d 4 0 Z
30'0 STORM D .J j o z< z
/ 9.50 APPROX.LOCH I <
STA. 1+42 07A.A. I W J.f i4 INSTALL 8"%6"TEE W/T.B. 19 LF ■s NOTES N N m m
/ 6'CL 51 DIP w POLYETHYLENE ,33 i a =
WRAP FIRE POSTS
ASSEMBLY F I CITY OF RING AN WILL OPERATE ALL NEW 3 h"R
Et BARRIER 3') C (MIN.D15T.FROM o w '^ N
ASPHALT 3') CITY OF 2718-4 N I A AND EXISTING VALVES USED RI TAKE i N?0? ? a
STANDARD DRAWING I102718-4 I WATER FROM THE CITY'S DISTRIBUTION SYSTEM
I- CONTRACTOR TO CALL FOR A LOCATE
\t1T n ATER MAIN NSION B-B
S7A.4/21 I Z OF ALL UTILITIES PRIOR TO E%CAVATION-
o'oAr£vALvE,i MAINTAIN 11'SEPARATION BETWEEN THE
S'I 5TA.CA21J7 A.S. CENTERLINES OF THE WATER&SEWER-
i I L'NOSSW/PLU6 ro w\ a
ALL ASPHALT IS TO BE SAW CUT.
2'IRRIGATION LINE ELECTRICAL LINE -/ SEC Sf TEE T 4 0 F 4
APPROX. LOCATION APPROX. LOCATION ST4.4f24.57 --EXIST-WAIN Q Z jN �N Q;
STA.4{2I.J7
WATER MAIN EXTENSION A-A 4 BENDS A2 I``�NEW S"GArE VALVE PLACED LEGEND:
/N EXISTING MAIN A T.B. =THRUST BLOCKING
—EW—=EXISTING WATER
—W—PROPOSED WATER
I
} DETAIL —SS—=PROPOSED SEWER
4' h —NG—=NATURAL GAS
! —TEL—=TELEPHONE w w ^c
m
---- =UTILITY EASEMENT BOUNDAF I J z = ^o�
I
— IRRIGATION—=IRRIGATION LINE way m
4-LIGHT POLE c3<`X ox
0
- —=ELECTRICAL
6'MIN, 12"MAX i j vl
EL LINE
m�ol�
o�
WATER MAIN INSULATION DETAIL WATER MAIN EXTENSION m
ru xn _ SCALE.
PLAN: 1"-50'
PROFILE'
VE R 1'- 0'
VE 'w
RT.T. 1'-1O' v '
V
I N�
o
U ; +
� 5
4850
d
0 FITERTMAIEXTENSICNB-B
WATFA AM& EX ENSION A=A • -
I
e
W SHED GRADE E ISTING G A E
~
O, =o I 1 w h y W
W N= NmINI
tieV INISHED GRAD ' w G
-EXISTING GRAE
6 5'MIN. C VER '-- _ ''�' m i LF 8" DIP W
---
482
�y
Ulp MIN. COVE
3
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�+ + 5 z &on I�y Z zZ jWa m Qi
In <u z -z
Or PROJECT NO-
U<
R o ^o oR �:rc °°; 1632.011 040 0310
o ,4,i i �� SHEET NUMBER
0+00 1+00 2+0 3/4
0+00 1+00 2+00 3+00 4+00 - -
i Y
N CO
r F
A Q
a O
SEE SHEET
ELECTRICAL LINE
OF
$TA. �rNl2i2140 APPROX.LOCATION
I \ 1 uG
INSTALL B'X6'TEE W/T,B.9.SLF ('oORnwA7F TARIF uc
6"CL 51 DIP W/POLYETHYLENE I O
WRAP.FIRE HYD.ASSEMBLY k BARRIER I ,y STATION NORTHING FASTING H O
POSTS.CITY OF BOZEMAN STANDARD TA. 4+82 ELECTRICAL LINE 0_
DRAWING/02718-! 6TALL 8'%6' TEE W/T.B. 9.5 LF APPROX.LOCATION I STA.8+50-6645A,. STA.0+00 4948,1071 4236,9250
I CONNECT TO EXISTING 8"MAIN STA-0+05 4940.3804 4237.2101 U >
ty CL 51 DIP W/POLIETHYLENE STA.0+14 493}.1082 42}7,7I04
1 3 STA Bt0'O*B64♦ I PLACE NEW B"GATE VALVE W/ N V a
IRRIGATION LINE B"GATE VALVErAPPROX
ELECTRICAL LINE AP. FIRE HVD. ASSEMBLY 8 BARRIER TER I VALVE BOX k T.8.NORTH OF STA-0+89 4899.3308 4300.0649
APPR(1% LOF ATION I .LOCATION mSTS. (MIN. DIST.FROM ASPHALT}') ISLAND/PLAN PROPOSED MAIN h 8'TEE W STA.0+94 4896.5963 4306,4787 o
W VALVE BOX 8 TB
2718-4 STA B+46 00 T.B. TO THE EAST IN EXISTING STA.2+74 4894.5608 4478.8250 0
/ I)'Y OF BOZEMAN STANDARD DRAWING I STA.1t87 48953667 44022834 J
' 11 1/4'BEN 8"MAIN. STA.2+79 4893.9695 4484.0182
-_----- STA.3+74 4892.4420 4587.2615 'n
________________1 i 15=IRRIGATION LINE -_4F_ $TA,4+77 l890.9445 4688.4675 -
APPROX LOCATION __ - "aS A STA.4+8TA 4 2 4890.8686 4693,6012
_ $TA.6+91 4922.650432143
609 4901.3551-9526
36"0 CULVERT APPRO.LOCATION _ ------__ 8+5&66-
'�' EDGE OF PAVEMENT _ -T�•K"���--•ss•_8��• I -- STA�8+39 4946:482 5,047.4733 2
STA.0+00 OIOp I1. _____ ________ - _ -----
--
TEE - - - 7+00 W
CONNECT TO 8'lEE "--'--- --- I+ _-- - STA.8+50.66 4947.9510 5059.3613
S _ss•._____7.__ ___
OELE E SERVICE
__ r
I STA. +44
_ + 4 141
y{ W(9,5 I��iSTOP CURB/TOP
a�zz
4+00 � � �5• W ___ P VA E BO R S
�w
2�00 --
STA. 0+V40/09 A.4. �� _ i �__.e.____ ' ___________
45-BEND W/T.B. - ----- _� 9.50' STA.6+9486 A4, I I a u a c r m
&11 1/4'BE
�-- 9 5 LF 1'K TYPE COPPER WATER
30'UTILITY EASEMENT �y = h< TA
Q 9.50' $TA 4+868 4-4 SERVICE CORP-STOP.CURB STOP B GATE VALVE W/ I �+
$TA. 2+74 ZiT9 A4 11 1 4'BEND VALVE BOX. I I STA.8+89-! u CITY OF BOZEMAN WILL OPERATE z w w w O a
c $TA.0+940i 89 A.A. / VALVE BOX$T.B.
y 22 1/2-BEND 8'GATE VALVE W/VALVE I I INSTALL 8"X6"TEE W T.B 9.5 LF ALL NEW AND EXISTING VALVES } w z ¢<m r>
W/7,B, BOX h T.B. I 6'CL 51 DIP /POLVE7H nENE d rc w a z a
2 TA. 4+a}90 A4 / USED TO TAKE WATER FROM THE z o a 0 a
C 'GATE VALVE W/ \ w WRAP, FIRE YD-ASSEMBLY h BARRIER CI 7Y'S DISTRIBUTION SYSTEM. p a V Z ao
STA.IT ST 40 ALA BOX 8 T.B.
O 2 9.5 LF 1'K TYPE COPPER WATER SERVIC ' POSTS. O O z a s
(MIN.DIST.FROM ASPHALT 3') CONTRACTOR TO CALL FOR A LOCATE U z
CITY OF BOZE AN STANDARD DRAWING OF ALL UTILITIES PRIOR TO EXCAVATION. z o O-w
\CORP.STOP,CURB STOP h VALVE BO% /02718-4 _ z 3'� ^
�STA,P_3+7+3♦3T 44. I CENTERLINES 0 IAINTAIPTHE WATER ARATION BETWEEN
E x a ur N o a g
APP IRRIGA RON LINE 9.5 F I"K TYPE COPPER W jTiP
I Z
APPROX.LOCATION SERVICE CORP.STOP,CURB I ALL ASPHALT IS TO BE SAW CUT.
k VALVE BOX. I
11j I
STA.OtBl B4 a4' E%ISRNG WATER VALVE
INSTALL 8"X6"TEE W/T.B.9,5 LF
6"CL 51 DIP W/POLYETHYLENE
WRAP. FIRE HYD ASSEMBLY a BARRIER LEGEND: -Q z J;
r ZO- N<:
Pp5T5. (MIN. DIST.FROM ASPHALT 3') T.B. =THRUST BLOCKING p OT. _Z'
EDGE OF PAVEMENT CITY Of B02EMAN STANDARD DRAWING
/02718-4 6 VALVE NYDRANT P -
-Ew—=EXISTING WATER h—w—PROPOSED WATER
—SS—PROPOSED SEWER
NEW a" IN-_ —NG—=NATURAL GAS
—TEL--TELEPHONE
=UTILITY EASEMENT BOUNGARI
\ 4^KENO G=LIGHT POLE w¢IX n v n n
—IG—=IRRIGATION LINE z Z Oy -m 7 o
4
—EL—=ELECTRICAL LINE I
a=•a' HY RANT DE A/L A.4. o m°0^^^
mm
zap ^N�
FA.8032 w OCVm1��
'nn••oa•vo-+vi � d� 0 0
6 MIN 12'MAX _ y
o
�r n O 4
SCALE: m•a
PLAN I"=50 G
PROFILE m
WATER MAIN EXTENSION RT 1"=70',=5D
VE
WATER MAIN INSULATION DETAIL VERT.
S'A 2-91
oo
- - - - .4A c
i.
C O -
} EE
m
a o
o a w
aeac
�zz rA� w
' ^V• r t
I:UN TRA TON 1U -65�+ • w I'�I z��y E~TI
MIN (.';
— 9 •' IP [� ar � 0
4820
m Z a Ll
� _� �
� +� 2 c",`"rc $m &'�J ��ooJ'• mi �h �'�
_
PROJECT NO
v 4f -
1632.011 040 031,
SHEET NUMBER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 - 4/ 4