HomeMy WebLinkAboutStadium Center Utility Improvements - Water & Sewer BEING TRACTS 2A AND 213, CERTIFICATE OF SURVEY No. 280, AND TRACT 1 B OF CERTIFICATE OF SURVEY No. 1-1 —A
LOCATED IN THE SWY/ OF SECTION 13, T. 2S., R. 5E., P.M.M.
Jill
, I
REST XADY DDUMARD
a^ss
1 , I I — - -,— � ie • � I
ramsI / I e • I GENERAL NOTES
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
— i I BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
L — 0yy L OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING
g w L_ t2 w I Fr12"W I CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
• ' • s I ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE
i i I MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, DATED
JANUARY, 1996, ADDENDUM No. 1, DATED JUNE, 1998, AND THE CITY OF BOZEMAN,
MODIFICATIONS. DATED MAY, 1997, ADDENDUM No. 1, DATED FEBRUARY 28, 1998.
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
I • SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER
D 50 100 2DG AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT,
w �(� 52 1 SCALE: 1"=100' 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
Is E 55 I WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE
_ MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND
7t I b s MATERIALS BY THE ENGINEER.
• 17 Is
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
_——_— — 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
30' sTnEer DED1cAnDN I OF THE CONTRACTOR.
IV I 7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 605 AT
� �J THE SOUTHWEST CORNER OF WEST KAGY BLVD. AND SOUTH 11th AVE.
ELEVATION = 4914.13 (PROJECT DATUM)
- 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS.
P 9. THE CONTRACTOR SHALL OBTAIN STREET CUT PERMITS FOR ALL WORK DONE
WITHIN PUBLIC RIGHT—OF—WAY.
10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
I DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
tl�l 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
x+� FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH.
13. EXISTING WATER VALVES MAY BE OPERATED ONLY BY CITY PERSONNEL
14. ALL BACKFILL SHALL BE TYPE "A".
15. THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE OVER THE WATER LINE
COVER SHEET AND DETAILS WHEN IT IS INSTALLED TO PREVENT FREEZING OF THE MAIN.
1 — SANITARY SEWER MAIN 'A' STA. 0+00 TO STA. 2+78
SANITARY SEWER MAIN 'B' STA. 0+00 TO STA. 5+35
SANITARY SEWER MAIN 'C'
2 — SANITARY SEWER MAIN 'A' STA. 2+78 TO STA. 6+54
SANITARY SEWER MAIN 'B' STA. 5+35 TO STA. 8+26 AS-BUILT DRAWING
SANITARY SEWER MAIN 'D'
SANITARYSEWER MAIN 'E' UNLESS SIGNED,SEALED,AND DATED,
3 WATER MAIN LINE 'Ay
— THIS IS A PRELIMINARY DRAWING SET.
4 — WATER MAIN LINE 'B' <o�
5 — WATER MAIN LINE 'C' AND LINE 'D' Rocky Mountain Engineers *: ;,A
CENTER
E653 ES
Civil Engineering & Land Surveying
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-48594�'EHGIMC�Q+''
DRAWING FILE NAME: /787-ASBLT.DWG D6/14/99 �tl"T 4
2�1 1 I 11
o 4�4
60' R.O.W.
J I P?SP�DO�T �1 i i w'JpNT AccFss �D�b���ta 3P�SP B�'(`"
�PJ E^•UTUTY x•unuTr P1P`pO�S I Lid
J E-40LOL'RY =I -1 STA 0+03.69(A)REMOVED CAP AND CONNECTED ^jl. (\ -
E%ISTNG SAN.SEWER MANHOLE i TO EXISTING SANITARY SEWER STUB
J L VERIFIED ELEVATION PRIOR TO CONNECTION.- - _ _ - - - -
- - - - - Mllk 4.11�STA�U.49(A-0+63.59 EXFS NG 36 22"
RIM 4910.90 __ ---- 3
-----WEST KAGY BOULEVARD INV.IN =4896.92(W,S) _-_ ---
-
APPRO%IMATE NORTH EDGE OF ASPHALT (N _ - Q
INS.OUT-4896.7J ---
_---ESTABLISHED 18'FROM CENTERLINE -------- ------------INSTALL CONCRETE IF
SU AROUND MANHOLE LID,
_-------_--C ---- -_-
6"THICK,10'WIDE,CENTERED ON MANHOLE LID. ____THE SLAB SHALL EXTEND FROMWEST BACK OF CURB TO -----
T A POINT 2'WEST OF THE WEST EDGE OF THE UD.
G G G G w 1 - --------- - -_
o _ SOUTH EDGE Oi ASPHALT = EXISTING 8"WATER LINE __-��_ ---w-------- - -w -
m _---_- --_---w---_--___ - -w------ SD-
D -cs r
- w $
1 EXISTING 3'PLASTIC --xv EL-�em.v ----- ----- ---- -�-- I TEL
_ EXISTING 12" ATER LINE o
NATURAL GAS LINE WITH
TEL - - TEL 1'h"U.S.WEST CONDUIT TEL u I TEL G TEL TEL
-- - - - - - -/" / 3+00 _ _ + _ _ 1+00 . G G WS
INS INS MHO 19.1.1.STA 3+06.05
/ NV.IN =4901,42((SW) SANITARY SBIIER .A/A7N
RI 4912+29 1
INV.OUT=4901.28(E) I �,
®Ws \ 11 I g 1
\/ TA 1+12.22
\ 1
\ RIM = 4910.57(
INV.IN
= 9D0.83(N)'SE)
30 WATER AND SEWER
EASEMENT(TYP.) LJ
PARKING
OD NL\ wz AS-BUILT DRAWING
`¢4! V
DECEMBER 1998
m
1 T +7 J
EXISnNC M = 8 / STA I x 1
9UADINc MHORI 4913.64
19.1.2,STA 5+35.74 I 1 I .IN 490254(S)) �j 'V RIM 4911.53 - I E•,
INV T
RIM = 4912.92() INV.OUT 4902.37(NE) V.OUT=4903.67(NW) w z
NV.OUT= 02.68(NE NV
9 ) L.I - - - 0 I IN '
-cw �_-ITN'-_-_-_-_ Ix•w-_-_ --_-_- Irw-�\=mac--�=--- _-_ _-_ -_� ,w,7 P
NOTE:
U ---
I MAN HOLE RIM ELEVATION AS OF 12-16-98.
STREETS HAVE NOT BEEN CONSTRUCTED.
MAN HOLE RIM ELEVATIONS WILL CHANGE
zs Sa too
WHEN ADJUSTED TO FINISHED STREET GRADE.
D
SCALE: 1"=50'
SANITARY SEWER MAIN B o F m SANITARY SEWER MAIN A SANITARY SEWER MAIN C
U
a p Zp
+O
1 o O
+ � tl16
II w
�o 0 omr^ m$m + +vim
+ 8m
0 od
Ygp a8a s1�3 i aN� Ama o&$ o$p
II IIp nee tltltl j 0UW FA1j Fun FUYp FXllf Ila
n e e
Or � Z m U y W f jj Z Z N p W ^ Zp KS ^ Zp Zp ^ O
�ii x O ��� EXISTING GROUND PROFILE _�» ���
x z-_ ac?? &zz 1 w FS" �zz �zz PROPOSED FINISHED GRADE �zz _. �zz RZ
--_- EXISTING GROUND PROFILE -_- EXISTING GROUND PROFILE PROPOSED FINISHED GRADE
---PROPOSED FINISHED GRADE
n-
F IT I I
II II -as
D
I II
�.50= MIN. II MIN.SEPARATION
.0 rn
SEPARATION O I SEPARA II
A _
1.5' II �1.1X II O 115R
II "ASTM;034 SDR 35 PVC
v, 225.69 LF.e"ASTM 3034 SDR JS PVC O 0.56X
11 I
162.14 L.F.8"ASTM 3034 SDR 35 PVC O 0.84X t52.65 L.F.8
II II G;n
4"INSTALLRCLEAN-0UTS%SCREOUIRED ON
298.46 l.F.8'ASTM 3034 SDR JS PV I I $ p50 A�B�
STA. 1+09 INSTALL 17• (LT) C ®t.46> Iy I� g5�5`y P`IG
STA. 4+10 INSTALL 38' RT
STA. 5+25 INSTALL 38' RT
10.6 L.F.8"ASTM 3034 4" SANITARY SEWER SERVICE LOCATIONS
PROPOSED AS-BUILT DRAWING EXISTING GROUNUD ELEVATIONSND SEWER LINE INVERT ELEVATION SDR 35 PVC 00.57% INSTALL CLEAN-0UTS AS REQUIRED 4" SANITARY SEWER SERVICE LOCATIONS
INSTALL CLEAN-OUTS AS REQUIRED
STA. 0+37 INSTALL 53' ((LT STA. 1"5 INSTALL 39' (LT)
DECEMBER 1998 STA. 2+71 INSTALL 25 (LT
DATUM 6Z6V I DATUM SLEVDATUY 6l.EY DATUM EL6V
OO I880.00 4890.00 IB&J.00 p 4880 00
ref NO00 anV „��� N tV OO+ nr0 �mO r� 001^ q<Nm Nh Oy POr,1 _Or ♦ Y hen nY0 -
"r0 �� �O �� 'r O OO O,O bmb U,p mi aggm pOj O Ommr m� QO pom oo _ n 6 n
V1 NOr O,d <d aY <Y YM Om dym mOm m-O m�� ��� p'�p ^m 000
6+00 5+00 � 0 3+DO 1+DO 0+00 0+00 1+00 2+00 3+00 4+00 0+00 1+0(
Rocky /VI o u n t a i n Engineers DESIGN BY: DATE DRAWN BY: DATE: DRAWING SCALES FV Fyn �I� T� g1 w7 Fy �I� May �ryT
RHC 07/20/98 RHC/AOR 07/22/98 PLAN VIEW: HORIZONTAL: 1" = 50' @4LaDDVU.A1 �LSII.J�LSW UUM.0v 0wF1DWOO VISUAINMV@ �o2MI�f�S�
- -- -rt VISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' ULf [J P LJ
RHC 10/09/98 @ 1Z. @19M�M C.1&O G10400 e `23�[7E3 �L.1G`� �C.`7CG3 GA509 A @4LQ (DD D - &939 Civil Engineering & Land Surveying AS- 12/21/96 �r Ors g
g 9 y 9 _ As-BUILT 12 21 96 PROFILE VIEW: HORIZONTAL: 1" = 50' SLJI ILrS
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /787-ASBLT.DWG 01/04/99 VERTICAL: 1" = 5' @50NL%02w @19�WM2 6:RIM @
V/ I
19.3 STA 2+78.36
ooslN9 1. T =4913.64 i
INV.IN =4902,54(S)) rc WS
RIM =4912.08 I INV.OUT=4902.37
INV.IN 4902.92((S
INV.OUT=4902.68
I
ttM-_-_-_-_ U1 ----------- I tri-_-_ _ ------_ -- 4
- - - - - - -� I I - - - - - - - - - -
log I
P
I n MH/ 19.{,STA 4+51.78(A)=0+00(DME)
RIM IN =1918.18
INV.IN =4904.39
\ INV.OUT=4904.25�N) I / I 1 Z
WS WS L
- - - - - - - L L rr4nrssnaRuvNe - - �
I d
--_ ri-_-_-- _ -ri --_'L!'W
x
o� p+pp Ss + 2+DD 55 z
_
� � MH/ 19.4.2, U�
STA 2+99.}9
+ +� / RIM = 16.4
WS INV.OUT 4905.I. W)
30 WATER
EASEMENT N(TYP� MH/ 19 .1,STA 2+17.59 r- -SA
RIM =4 1 .25 �YSfi +1eUT-4907.78(NE) IIAS-BUILT DRAWING
III la
----- U (n DECEMBER 1998
�If WS WS4
�+v RIM 4917 89
u�
INV.OUT 4907.21 N)
STA.6+34.5-INSTALLED h
CAP, END OF LINE'A WI
INV.ELEV. -4907.11 I FUTURE RIGHT-OF-WAY LINE
30' STREET DEDICATION MHe 19.5,140T INSTALLED '
NOTE:
MH/ .5,STA 54.23 MAN HOLE RIM ELEVATION AS OF 12-16-98.
RIM 4 .4s
(725 50 100 INV. STREETS HAVE NOT BEEN CONSTRUCTED.
O 07.66 Ew,BSS
MAN HOLE RIM ELEVATIONS WILL CHANGE
INS.OUT 07.46 WHEN ADJUSTED TO FINISHED STREET GRADE.
- )
SCALE: 1'=50 INSTALL PVC W/CAP.EACH O 0.50%
SANITARY SEWER MAIN B SANITARY SEWER MAIN A SANITARY SEWER MAIN D SANITARY SEWER MAIN E
4930 - 4930 4930
4' SANITARY eEWER SERVICE LOCATIONS - - 4930 4935 -
.. INSTALL CLEAN-OUTS AS REQUIRED ` 4' SANITARY SEWER c RVI ATION. 4935
STA. 5+98 INSTALL 27' JRTJ "'1 mN INSTALL CLEAN-OUTS AS REQUIRED 4' SANITARY SEWER RYI 0 ATION�
_ < 3 � INSTALL CLEAN-OUTS AS REOUI RED
+ STA. 6+10 INSTALL 33' LT F '� STA. 0+48 INSTALL I6' (LT STA. 7+84 INSTALL 91' RT `��^o ( ) STA. 0+60 INSTALL 17' (RT�
v imp m ^ STA. 1+05 INSTALL 60 LT) STA. 1+25 INSTALL 67 ((RT
�m STA. 8+1a INSTALL 59 LT 4925 4925 N v STA. 2+01 INSTALL 38' (LT) STA. 2+55 INSTALL 79 (RT)
~a+ STA. 8+18 INSTALL 59' RT F ro�
a925 yy11
4925 4930 NNW STA. 2+90 INSTALL 52: (LT�
STA. 2+93 INSTALL 56 RT ;� - 4930
0 n 3 „+,a,,n 1 1 W+ u,
m 3
H a
i rc? +oqn bn� F r YY f K'90 N p l Y ,m
�S,m 4920 4920 +�$n ! 1 II II II O yiiz; rn H<m
EXISTING GROUND PROFILE ♦ ate$ ci = 4920 4925
-POSED FINISHED GRADE 1 1 p p p p EXISTING GROUND PROFILE 4925
PROPOSED FINISHED GRADE i ZZjj _ g WYW of r
+ nN o'
0
i >i -- EXISTING GROUND PROFILE F u�pg i i
I `` rc 4915 4915 & - -- \ PROPOSED FINISHED GRADE
W +aa+
49'S 4920 II 1 p p
4920
o EXISTING GROUND PROFILE
i » PROPOSED FINISHED GRADE
n
.. II 4910 4910 II 1.:.. �\ n _
4915
MIN, Tw
SEPARATION " -
1.5' MIN.
SEPARS TION i i l�l I I MIN _D
SEPARATION 49z I I O�
286.13 W 4905 4905 W 1.5' O 1.
L.F.g+ I I I I AST,3034 SDR}5 PVC
4905 4'+'t II - 1910
AS7M 3034 SOP 35 PS L - _ II 180.72 L.F.e o
C O 1.50; }5 PYC O 1.01% wJ
0.56R 0.877G 169.42 L.F.e"ASTM 3034 SDR F a= W'w II
MIN.
ZI
i„to SEPARATION
W 4900 4900 W Y '�1 - 4900 4905 273.58 L,p,g.gS1M 3034 SOR Pyp O T.59;
295.39 F. AS M 3034 SDR 35 PVC OO.SOx
PROPOSED GROUND ELEVATIONS
EXISTING GROUND ELEVATIONS SEWER LINE INVERT ELEVATION AS-BUILT DRAWING
DECEMBER 1998
N U�
4895 1895 - - - 4895 4900 DATUM 6ZA'Y DATUM 87dV
4900.00 4800.00 '
�?uoN
o
Ypmo ip� a,po mgo mpg < pq� ipmc ^w qep p.im agrn '?no a'6o WWI
pVY YdA
8+00 7+00 6+00 5+00 3+00 4+00 5+00 6+00 2+00 1+00 0+00 1+00 2+00
Rocky Mountain Engineers DESIGN BY: DATE: DRAWN BY: DATE DRAWING SCALES
�� Fyn li. S RHC 01/20/98 RHC/AOR 07/23/98 PLAN VIEW: HORIZONTAL: 1" = 50' g�f'Q DDuIJLAAI @RWv�Q lJ4�LSLI L1 U �lAAIp�O V�LAAJ�WQ� �1J�
CENTFR REVISIONS: DATE: CONTOUR INTERVAL: 1'
CHECKED BY: DATE:
Civil Engineering & Land Surveying ASRBUILT 12/%98 PROFILE VIEW: HORIZONTAL: 1' = 50'98 MPI @9W5� Q �4QO ° �� aD �4L1
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /787-ASBLT.DWG 01/04/99 VERTICAL: 1" = 5' �Eiavl'1C3'nw @CQCA`[9� G�CIIT� DD L�GWDD �LlG Y14L'�G3�I �CJQG3 CIi L�II� C'4
Op_p_ove-�
22 I
I RW�26 1�-�ccO I I� b'�AC¢55
2nUTY �I IOWtig� VO�E�S�t'f7o'ulun I 00 tPa'CL(l
ETM,ENT I oe�Fe PQ�PT�J,COTAID2ERT-'1 i I t��.° �,d'ySP p9
�.P\ �6�
IPe
_ —� _ L - - - - - - - - - - - - - - 36'z22'RCP- - - - - - - - - - - JI ���- - - - - —
EXISDNG
STA 0+00-REMOVED EXISTING 12"PLUG R EDGE OF EXISTING ASPHALT---_-------- '
AND THRUST BLOCK,AND CONNECTED TO STA 0+12.6-INSTALLED 12"SOUD SLEEVE ___--
-------_--- EXISTING tY D.I. MAIN ---_-------------- I1 9:
-------- ------------
II EXISTING CURB 6,GUTTER a
o
G G KAGY BOULEVARD c �c �1 c_ �'- y—
G_ G -----
EXISTING 8'WATER UNE �d==fir -w r---- - w --
EDGE OF EXISTING ASPHALT -----_--------- - ------w—�---���-w-� ,I W------ --_w-------- V
�-- EXISTIN 1 b}---- - �A - - - - NOTE: WATER SERVICES FOR BUILDINGS#1,d2,AND y5
- STA 0+18-CROSSING 3"PLASTIC TEL TEL TEL TE W1LL BE TAPPED INTO EXISTING WATER MAINS,
NATURAL 6A5 AND 11{'UGTEL— -g TEL TEL PROPERTY THEREFORE,THESE WATER SERVICES SHALL BE
-� G G G LINE INSTALLED BY CITY OF BOZEMAN PERSONNEL AT
- G - - � N._S. S THE CONTRACTOR'S EXPENSE,
\ STA 0+60-INSTALLED / `\
1-1/2'WATER SERVICE IS.
W/CURB BOX,38.5'LT.
0
/ � w
z
C W STA. 2+35.00-INSTA D / \ \ / PLASTIC 7NATURALL CROSSING
AS 3' ao H Q
✓', 12'BUTTERFLY VALVE ISTA.5+50.00-I STALLED �/ \ / x
STA. 2+31.71 - I I W/THRUST BLOCK AND / 12'BUTTERFLY VALVE V p
INSTALLED 12'z 12"TEE+ VALVE BOX W/THRUST BLOCK AND Ep
W/7HRUST BLOCK IIATSR LAlN - /JN6 A' ° L VALVE e0X_ —
9 0
IrA MA/N LRUS C� 3+00 4+00 5+00 6+00 7+00 8+00 12'W 9 W/7HRUST BLOCK INSTALLED 12"x 12' TEL
B'W 12 12'W
I 3
STA.6+10.60-INSTALLED 12'z e'TEE,
47.0 LF.6"D.I.PIPE,AND FIRE o
HYDRANT W/AUX.VALVE ASSEMBLY .3
rt ( I (W/THRUST BLOCKS AS SPECIFIED) STA 8+17-INSTALLED 1-1/2'WATE c+
STA.2+80-INSTALLED 1-1/2'WA I ,� SERVICE W/CURB BOX,37.8'
SERVICE W/CURB BO%,10'RT. EASEMENT FOR
I WATER,SEWER, STA.5+63.70-INSTALLED 12"x 8" STA.9+04.82-INSTALLED 12'BUTTERFLY V x�
STORM DRAIN I TEE W/THRUST BLOCK W/TIRUST BLOCK AND VALVE BOX U 4p AS-BUILT DRAWING
UTILIDES�
MARCH 1999
0 25 50 100
SCALE: 1 =50
U J
3o > > rc >
u c a !v 'mm ; 'mm m u3 3 ttmo H
Z
Ni
WOK � n mWyF � Iyj WWWyo �w.!1JJ
o. KK tix Zir = m<. ~z
z - m _ x w -m 4925
�
W i of iu z< z z
?�
of o I um,.., NOTE:
I N H m I I m n g m l 0 8 m �n ai m i w I J m m THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE
o Z�Z `� m{{ $m ro.+N o a N m v a. w WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING
OFF o Orc O� NK NK tiK hK �aC ba m� aK +
a w OF THE MAIN WHEN FROST IS IN THE GROUND
i. <ZR d ra 4920
W N< in N2 3 N3 1n3 3 vl3 N3 %n>< 3
n3 3
EXISTING GROUND PROFILE N
PROPOSED FINISHED GRADE
4915
Y z
6.5'MIN.
COVER(TYP.) 4910
4
GAS OSD___-___
910 L F 12 CLASS 51 DUCTILE IRON p1 MINIMUM
.. PESEPARATION
1.5 4905
MINIMUM
MINIMUM SEPARATION
SEP O
ARATION 1.5' 0
1.5, LOSS �
49DO
EXISTING GROUND ELEVATIONS WATER MAIN - LINE "A"
- AS-BUILT DRAWING
MARCH 1999
o= �:
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
"�.�° , DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES:
Rocky /VI ountain Engineers t
r,� �FIF�FFyV�T I��Fy�TIS�r�r� �L �v7 ry �� Morn�r�1
R�YH, �� RHC 07/15/98 RHC 07/23/98 PLAN VIEW: HORIZONTAL: 1" = 50' '�U 4:1��lJLA.0 �LSDJ Ll L5W V��LS��V DU�ULrWOLJLSU..ULSW�� �MI�I�S�
-- --------- C`-hTER i REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' LRJL5L5 LJ
S 5z ES j M!n S?f� m n ttv f rn n
Civil Engineering & Land Surveying AASRBUILT 10/o/es PROFILE VIEW: HORIZONTAL: 1" = 50' W 1 5W AA[ 1LMJ IS�UJLS �L OIL
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 10
DRAWING FILENAME: /787-asblt.DWG 03/19/99 VERTICAL: 1" = 5' (Y
3-9-oo
N F Y
r� b==F U
�+ meta F �� iv 3 < < m< •xrc0
m.pj
��L�S<W��iU� ' WmUU lI I NFN UNO�I IJ UoY f Oo UoOm **
+nnO JI\ m NmmI I
m9 Y NIb�.if<
zo< J
TZ K zCU NOW1JJJW � ' wI\Nhy
.0
f + oO awaN IUOI
Ym NJ 31:
U N 5;
j
ZO< NI I aW U U NVI I�i 1~/IU N> N�0 NQ
I EXISTING CHAIN
I W d LINK FENCE o
FUTURE CURB AND GUTTER
TEL TEL r SOUTH AVENUE
OH EL
E OHE----�-- OWE
1+ 2+00 3+00 4+00 5+00 + 6+ 1.
g•W 8"W 12•W 2"
EXISTNG CURB&GUTTER— PROPOSED CURB AND GUTTER
'_. RIGHT-OF-WAY LINE G
WS INS
pA ,
I I D - I Ws I C�
I I
j
FI
WS � �.•� I I I I� I
I I
EASEMENT FORWATER
h STORM DRAIN I I I I
I
UTILITIES= I I I I I AS-BUILT DRAWING
F II \ / I I I I MARCH 1999
- 1 � Ind 6•W cC\1
0 25 50 100 I ' rL J
_ N
SCALE: 1"=50'
�m
w< < Wo< Wk'Qym�u w
�1. I z�N I
NOTE: m � 8 A +
THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE 8S1;0. i i '�` N 0 N m m�<y1 +off
WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING ZI < LA 05 F Y z = Z 0
OF THE MAIN WHEN FROST IS IN THE GROUND N S0F o o i ofJ I I I < 0 r z
I� I pr.hpm + - +Z-;
OUOmi W N{ On NS�SN~ N7
T.0
< i #W
EXISTING GROUND PROFILE 0
NUa N< N< N€i NU N
�a>z o 0 PROPOSED FINISHED GRADE '
6.5'MIN.
COVER(TYP.)
O SO
MINIMUM
SEPARATION
354.21 L.F.12"CLASS 51 DUCTILE IRON PIPE
256.52 L.F.8•CLASS 51 DUCTILE IRON PIPE
AS-BUILT DRAWING
MARCH 1999
EXISTING GROUND ELEVATIONS WATER MAIN — LINE "RCR
a a a a a Y a a a a a e e
0+ 1+00 2+00 3+DO 4+00 5+00 6+00
DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES:
Rocky Mountain Engineers I1r t1ry �ryrN1�H�I�� rrI r1I �v7 ryI�1 �V�ryT�ryT �W���~
RHC 07/15/98 7/23/98 PLAN VIEW: HORIZONTAL: 1" = 50' �4"DD OIJU.0 �L5W�L5W V�����if OU.AII�WOO tiL5UA1L5VJ��
--- -- ---- R CHECKED BY: DATE:
'REVISIONS: DATE: CONTOUR INTERVAL: 1' rnn I�I� rn rn n wt n
Civil Engineering & Land Surveying AOR ,o%oe%se PROFILE VIEW: HORIZONTAL: 1" = 50'
AS-BUILT 03 02 99
1700 West Koch Street, Suite f(,rerniar, `dortc'lo 59715 (406)-586-4859 DRAWING FILENAME: /787-asblt.DWG 03/19/99 VERTICAL: 1" = 5'
3_y_oe
/ STA.0+00-CONNECTED TO 12'.12-TEE
STA.0+02-INSTALLED 8'.12-REDUCER STA.9+81.79-CONNECTED TO 12'XB'TEE 3 WATER MAIN - LINE "
EwsnHc / W/THRUST BLOCK W/THRUST BLOCK eul nir+c WS 1-1/2'WATER SERVICE STATIONING
STA.1+22.5-INSTALLED 8',45'BEND \ I /.'" / L — — —
W/THRUST BLOCK \l`'I DA � L_ STA STA.0+17 1140 RRT
T.
m STA.2+82 93.0'RT.
ltoo o TER A/ALN - LINE A' STA.3+30 132.5'RT.
3 8'W 12' 12'W m 12'W I I STA.}+70 99.5'RT.
0 //— —� — — — STA.5+08 915'RT.
STA.9+71.79-INSTALLED 8'GATE VALVE �i STA.6+30 49.5'RT.
STA.2+04.45-INSTALLED 15% �r ; STA.7+90 22.0 RT.
45•BEND W/THRUST BLOCK / W/THRUST BLOCK AND VALVE BOX I STA.7+90 69.3'RT.
I I /': STA.0+45-INSTALLED e'SOLID SLEEVE � � I Vep m � I
STA.8+17 154.0'RT.
0 m
STA. 2+18.1 - NSTALLED 8'x 6'TEE,11.2 L.I. ? r rn
8"D.I.PIPE,AND FlRE HYDRANT W/AU%. P
VALVE ASSEMBLY(W/THRUST BLOCKS
AS SPECIFlED U
STA.3+42.81 -INSTALLED 8', 57A.5+80.00-INSTALLED AN 6'TEE,12.5 L.F.I ,a ti nmti
45'BEND W/THRUST BLOCK 6'D.I.PIPE,AND FIRE HYDRANT W/AU%. x y y.y
x \ )ASSEMBLYVE (W/THRUST BLOCKS
AS SPECIFIED :^ i y3�Q?y3�// ..
L w JIJ�Q�F
STA.2+72.23-INSTALLED 8% Z
45'BEND W/THRUST BOCK
I n I STA.8+00.46-INSTALLED B' W
FJ 7
eh DATER A lN - LINE "C" 90•BEND W/THRUST BLOCK
/ STA.3+00-INSTALLED 8'GATE VALVE I y 8'W - J F
WiTHRUST BLOCK AND VALVE BO% 4+0 5+00 6+00 6 7+00 8• 8+00 a x
I 3 Z.
WS STA,0+00-LINE'D �I-a
CO NECTED TO 8'TEE
> I WS H
wo 3
WS 2 w [n
51
!I I
--- --- ------- ---�
STA.1+91.38-INSTALLED 8'X 6-TEE,13.11 L.F.
6'D.I.PIPE,AND FlRE HYDRANT W/AU%.
VALVE ASSEMBLY W THRU T m3: FUTURE RIGHT-OF-WAY UNE
AS ED I AS-BUILT DRAWING
STA. 1+98-INSTALLED 8'CAP ± FUTURE STREET RIGHT—OF—WAY MARCH 1999
AND THRUST BLOCK
D 25 50 100
SCALE:
w �
o
'�.
o0
um w � `yip �> �zs of o
` u u o>
Z: maa9 i �o N �> WWyIIIyyyy i> m
4925. Y ~ zY z z6a4 Z _` Z a'a'ei < NI i i F< �am o
�ZU Z U Y - a Z5: Z Z
-oIvi I� aa� ? za �d o
� N o O o I- I� IU - U U Z. iaa� Fx
1.+~ +o om m'O>a Nm Som rm ge nJ em m� I.m ^� 4925 0 olm loy„w zm 4925
o� I+,1� N4xm ry~ O ooDD
JaY C hm h¢ +4%` n7 + 8j frn O O� n,ojm Iti
mrc rna m++� a mo
T
- -- -------
- m 3: 13 4920 EXISTING GROUND PROFILE ,1920
PROPOSED FINISHED GRADEPROPOSED FNISHED GRADE EXISTING GROUND PROFILE6.5'MIN. Lf
COVER(TYP.) 49'
982 L.F.8'CLASS 51 D.I.PIPE
MINIMUM O -- 4910
SEPARATION � 4a1
MINIMUM 1.5'
AS
EPARATION
MINIMUM 1 5• MINIMUM
SEPARATION OSS SEPARATION
S.
OSS 75 SEPINIMUMARATION� MINIMUM r SANITARY SEWER
4905 SEPARATION i0 THE EAST
1.5 OSS
O SS 4.y.,._
4900 AS-BUILT DRAWING WATER MAIN — LINE "C"
MARCH 1999 49Da WATER MAIN - LINE "D"
EXISTING GROUND ELEVATIONS NOTE: -
490�
THE GROUND SURFACE SHALL Bt BROUGHT FINISHED GRADE
WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING EXISTING GROUND ELEVATIONS
OF THE MAIN WHENFROST IS IN THE GROUND
a s a s a s a s a s o a a a+ a s a s a s a s a s a e a s o a e a a v
0+00 1+00 2+00 a s a s a s a
3+00 4+00 m m a s
S+DO 6+00 7+00 8+00 9+00 '
0+00 1+00 2+OC
Rocky Mountain Engineers b.......4 DESIGN BY: DATE: DRAWN BY: DATE: DRAWINGS A S- _
','�: FAY H.•••'•* RHC 07/15/96 RHC 07/23/98 PLAN VIEW: HORIZONTAL: 1" = 50' ��'�e Dp�JJ IAAI �LSW��Q Il fls7�fT�S7�v7 �ry��nOM2rnf�rn4Co
CENTER �� REVISIONS: DATE: CONTOUR INTERVAL: 1' lJ LJ lS IJ Lf UA1 W l/L5LAA1L5W �J (�, �
Civil Engineering & Land Surveying 5653 ES RHO
os/o9/se CHECKED BY: DATE: rnn �r�f�I� fY n fv n fV ryy C,
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 '°'�� •` f AS-BUILT a7/o2/9s PROFILE VIEW: HORIZONTAL: 1" = 50' WG:11l L5LN LUJ[;Q�W �yQLlLIL5 99@ w�^ c
•` DRAWING FILENAME: /787-asblt.DWG 03/19/99 VERTICAL: 1" = 5' L5 ,
/Z4x
U 3-5-VO"• c�