HomeMy WebLinkAboutOsterman Water Line REDUCED AS-BUILTS
LEGEND NOTES:
1. WHERE COVER OVER WATER MAIN IS INADEQUATE, FILL WILL BE IMPORTED
PROPERTY BOUNDARY TO MAKE 6.5 FEET OF COVER.
- _
OSTERMAN PROPERTY LINE
EASEMENT BOUNDARY — — _ — — — -- — -- -- -- -- -- _
__ — _— - - - — - - STA. 1+59
B" X 6" D.I. TEE, MJ
SEWER MAIN - -- - WITH HYDRANT ASSEMBLY
SEWER MANHOLE PL GaNORTHYEEND OFLEAD TEE.� I
WATER MAIN I Z
N WATER GATE VALVE STA. 7+04
SANITARY SEWER CROSSING
® WATER CURB STOP 8" PVC SEWER MAIN, a wl
8" D.I. WATER MAIN CREEK Iz 31
+ TEE
BEND STA. 8+11 3 o
Q FIRE HYDRANT 8" D.I. GATE / STA. 9+70 I N 4
VALVE, MJ // � 1 I 8" X 6" D.I. TEE, MJ I (n!
/ / 1 1 WITH HYDRANT ASSEMBLY 0
LIFT STATION 56 L.F. HYDRANT LEAD STA. 14+43 STAR OFOWATER
8" D.I. GATE VALVE, MJ LINE 2
SEWER MAIN / - - - - SEWER M9=N
_
-- - - _ - - - -- -- --- \\\ -
WATER LINE 1 8" CLASS 350 D.I. WATER MAIN
STA. 7+91
22.5'D.I. BEND, MJ STA. 14+53
/ STA. 9+36 8' X 8" D.I. TEE, MJ
STA. 7+15 1 8" D.I. GATE VALVE, MJ a
/ PAN 8" X 6" D.I. TEE, MJ 1 1 DEFLECT ALONG LENGTH I STA. 15+00 MATCH LINE
WITH HYDRANT ASSEMBLY 1 OF PIPE SEE SHEET 2
31 L.F. HYDRANT LEAD STA. 9+15 cx FOR CONTINUATION
,NP I 8" X 6" D.I. TEE, MJ
WITH HYDRANT ASSEMBLY
STA. 0+82 STA. 0+92
30' EASEMENT 3g0 156 L.F. HYDRANT LEAD '•' 3
S z
23.fi L.F. OF 3 4" 21 L.F. OF 4" D.I. Vp.S I I o
r tr
� COPPER W.S. I FIRE SERVICE ` / STA. 15+95 � nl STA. 16+44
-- _ _ _ _ __ / 8" D.I. GATE VALVE, MJ ; N 8
A " X 6" D.I. TEE, MJ
_ - $EWER MAIN -._ p,SF-� / I z / ✓� WITH HYDRANT ASSEMBLY
2 f' 10' 11 L.F. HYDRANT LEAD
<1 - - - - - - -—`- STA. 3+85 �I I
1 STA. 0+88 STA. 0+96 T 8" X 6" D.I. TEE, MJ STA. 4+17 m
�1 1 .5 L.F. A. 3/4" S L.F. OF 3/4" I WITH HYDRANT ASSEMBLY 22.5'D.I. BEND, MJ
aI COPPER W.S. COPPER W.S. 7.4 L.F. OF LEAD PIPE STA. 16+68
31 I STA. 16+11 -
1 90'D.I. BEND, MJ 9D' D.I. BEND, MJ
STA. 4+08
o 8" D.I. GATE VALVE, MJ
OSTERMAN PROPERTY LINE
OSTERMAN PROPERTY LINE
PLAN VIEW OF WATER MAIN LINE 1
0 50 100 150
SCALE: I INCH = 50 FEET
4720
a7zu
EXISTING GROUND SURFACE
I
_ I 4715
11
........... ....... 6.5' EXiSTING_GROUND SURFACE
4710 - ___ RESTRAINED JOINTS Z
_ 471,1 I-_- INSTALLED FROM STA.
......................... ....... 8+if TO STA: 9+36 .. Z
8" PVC SANITARY 1
SEWER MAIN _ O
.CREEK .. 1 (�
4705 8" .,... .SEE NOTE #1 6.S' a/CS
Zs 1 O
I ILL
F 4 2' N
4700 r z r -- r 4700
d m N m m m
f twig w i.. w w LU
oa�cQmF9 roa,xn�x vd_ ..
. �.N
x wr
LU
Lj<
z4695 LLJ
Z 4695 o mQ 2NLU
o m mx <
o x m xF
¢Q
r V) Sri �N ~ $ �N cnm (nm��m �. m
DATUIf ELEV rn in m ut N 'm m m rn
4690.00
n
n
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
PROFILE VIEW OF WATER MAIN LINE 1
HORIZONTAL SCALE: 1 INCH = 50 FEET
VERTICAL SCALE: 1 INCH = 5 FEET
NO. REVISIONS DRAWN BY DATE REVIEWER
1 AS-BUILT PLAN AND PROFILE SRS 2/4/98 TIT 0 50 1 GO 150 OSTERMAN WATER LINE SHEET
2 CLEAN-UP, ADD TEXT SRS 3 18 98 TLT ID
LLIEDSCALE: INCH = 50 FEET AS-BUILTS ofPROJECT ENGINEER: TLT DESIGNED BY: SRS rin Services,Inc.101 E. MAIN, SUITE A g g PHONE (406) 582-0221 N. ROUSE AVE., BOZEMAN, MONTANA raaEDT�. 97-124 -
DATE: 2/4/98 REVIEWED BY: TILT BOZEMAN. MT 59715 FAX (406) 582-5770 ASeuaT.DWG
--20
EXISTING GROUND SURFACE 4720
4710 �... -... 4710
AS-BUII�TS
., 4715
47'f. EXISTING GROUND
r
4705 4705 w
w
x
159 .F. 8" CLASS 3,U _ -wf�K ... 4710
D.I. ATER MAIN 3-rowcc
4700 1a1 a a 4700 w _
_- STA. 1+59 + ..N H M>-W ZO __ ... .. 4705
8" X 6" D.I. TEE, MJ m x 1- 4705 6.5 r.
WITH HYDRANT ASSEMBLY -- o x w -
34 L.F. HYDRANT LEAD I DATUM F/RV �' ~` g Z ��
PLUG NORTH END OF TEE.
4695.DO r z
Z - s
0 4700
4700 >-
,s z a
w al
.
1. s a
a Nm�
4695
469s o z o )a PROFILE VIEW OF WATER MAIN LINE 2
3o a 7 +�' io
1 INCH = 50 FEET m 0 aHORIZONTAL SCALE: s
VERTICAL SCALE: 1 INCH - 5 FEET m=
al STA. 0+00 d�.... .r.�
STA. 14+43 START OF WATER �b =i o.. mm mma... 0 Lo mNm.m
m
B" D.I. GATE VALVE, MJ m N
LINE 2
m __
MAIN -
STA. 14+5 23+00 24+00 25+00
3
z 8" X B" D.I. TEE, MJ 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
I f I STA. 15+00 MATCH LINE
CONTINUATION FROM PROFILE VIEW OF WATER MAIN LINE 1
SHEET 1 HORIZONTAL SCALE: 1 INCH = 50 FEET
_w 3 VERTICAL SCALE: 1 INCH = 5 FEET
I � o
I ¢ I
STA. 15+95 k' M I STA. 16+44
8" D.I. GATE VALVE, MJ ; 8" X 6" D.I. TEE, MJ
rn WITH HYDRANT ASSEMBLY
v 11 L.F. HYDRANT LEAD
I A CONNECTION TO EXISTING 12" WATER MAIN
.0 ` 2 NOT TO SCALE
STA. 16+11 \�STA. 16+68
90'D.I. BEND, MJ 90' D.I. BEND, MJ
I �
8" D.I. GATE VALVE
FLXMJ
EXISTING 12"
DUCTILE IRON WATER MAIN
I I
CONCRETE THRUST BLOCK J 8" CLASS 350 D.I.
I �I WATER MAIN B CONNECTION TO EXISTING 18" WATER MAIN
NOT TO SCALE.
3 12" X 8" D.I. TAPPING TEE, FL
I.i EXISTING 10"
�J DUCTILE IRON
I WATER MAIN
w
z 0 CONCRETE THRUST BLOCK
J M
aV, 4.G 8" CLASS 350 r 2.5'
STA. 19+90
3 �� B" D.I. GATE VALVE, MJ D.I. WATER MAIN ! 1 9' 18" X 8" D.I.
t TAPPING TEE, FL
PLAN VIEW OF WATER MAIN ` '
0 50 100 150 3l -v3
45'BEND J
SCALE: I INCH = 50 FEET ro� / ALIGNED 45' BETWEEN TFITTINGS
/ IN THE VERTICAL
I I STA. 25+01 ;zI 45' BEND
TIE IN TO 18" MAIN XI / ALIGNED APPROX. 22.5'VERTICAL
AND APPROX. 22.5'HORIZONTAL
� CONCRETE THRUST BLOCK
_ 3 - TIE RODS SEE SPECS. FOR DETAILS
WATER LINE 1 i
BETWEEN FITTINGS
I
8" CLASS 350 D.I. WATER MAIN I /
STA. 21+21 --- -- -- ---------- -- t - 8" D.I. GATE VALVE
8" D.I. TEE, MJ
PLUG AT SOUTH END
B
2
NO. REVISIONS DRAWN BY DATE REVIEWER [+T /�, A' /� C LINE
1 AS-BUILT PLAN AND PROFILE FOR LINE 1 & 2 SRS 2/4/98 TILT 0 50 100 150It. ®J II E M/`11 V WATER T I� I Itl L.. SHEET
ALLIEDp CLEAN-UP, ADD FITTINGS SRS 3 18 98 TLT SCALE: ( INCH = 50 FEET TERRY L2OF7onPEAS-Bv IL TS
7or�fK
_ PROJECT ENGINEER: TLT DESIGNED BY: SRS 101 E. MAIN, SUITE A Engineering Services,Inc. PHONE (406) 582-0221 N. ROUSE AVE., BOZEMAN, MONTANA P�ECT NO. 97-124
DATE: 2/4/98 REVIEWED BY: TILT BOZEMAN, MT 59715 FAX (406) 582-5770 ASBUar.DWG