HomeMy WebLinkAboutWest Park Manor No 4 WEST PARK MANOR No . 4
AS- BUILT
WATER AND SEWER PLAN & PROFILE
INDEX
DURSTON ROAD
WEST PARK MANOR DESCRIPTION PAGE
4th ADDITION Q
-p DURSTON ROAD 10" WATER MAIN EXTENSION 1
N N. 23RD. STREET 6" WATER LINE 2
W
z a W. BEALL ST.
N. 23RD. STREET 8' SANITARY SEWER J
s
KIRK rn
PARK
z
W. MAIN ST.
VICINITY MAP
NO SCALE
Prepared BY:
Rocky Mountain Engineers
P.O. Box 883, Bozeman, Montana, 59715
(406) 586-4859
SHEET 1 OF 3
I I 1
I I I
I o
I � 1 I I I I 7 _•_
1 to' i UTILITY EA4ENT
STA. 0+00 - REMOVE EXISTING THRUST BLOCK I o1 F--- -r ---Ffi ------F----=___-� -----A---------
II ____________ ___ 0 25 50 100
AND PLUG. CONNECT TO EXISTING 10" WATER MAIN I I I ----------- ----'{---- ------____ __ --_-- '
-----------
--------
AN INSTALL IO INCH GATE VALVE. --------- ---------- ----------
STA.0+00-THE EXISTING IV' WATER MAIN I j �
SHALL BE PRE-TESTED FOR PRESSURE,PRIOR I I V SCALE: 1"=50'
TO CONNECTION OF THE NEW PIPE, OR I I I
A 10" GATE VALVE SHALL BE INSTALLED. DETAIL
I I $
I 1 36' 10" WATER MAIN INSULATION
1
IR a ca I
STA. 0+10 TO STA,1+65- INSTALL 2'THICKNESS to Q 1
OF DOW STYROFOAM 40 BRAND HIGH LOAD Q 1 1
INSULATION, 3'WIDE, CENTERED ON PIPE. I I I
WHERE COVER IS LESS THAN 6.5 FEET. 0af
I
STA. 1+47 - SANITARY SEWER CROSSING j I NORTH 23rd AVE.
STA. 1+58 - INSTALL 10"x6" TEE W/THRUST BLOCK O j } Rv 8'SS B"SS 8'S5 BOTTOM OF CULVERT------A
AS—BUILT DRAWINGS
1 I 6'w
~ I I GENERAL NOTES
STA. 1+77 - INSTALL 10" GATE VALVE W/THRUST j3 � I 1 11;
BLOCK 1N of I 1 �� 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS
lCa - 1 1 a 21' 10"WATER AND SPECIFICATIONS.
Ip 1 I DOW STYROFOAM40 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
Iw I I BACK OF PROPOSED CURB MAIN SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN
tut I BRAND HIGH LOAD
1 I INSULATION. 4" APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
I 5'WADE SIDEWALK THICKNESS BELOW ENGINEERING DEPARTMENT.
1 I 1 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE
I
CULVERT. ENGINEER, WORKING DRAWING, SPECIFICATION SHEETS, ETC., FOR ALL
1 I - EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN
STA. 2+71 - INSTALL 10" WATER LINE UNDER I �- - - NOTE Insulation over IO"water main, between Sta.Or 10 APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER.
EXISTING 65'TAIL " IS AND INSULATE. ->' T ^ 1 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED
�� I I-- l and insulation
shall be 3 wide, centered on pipe,
SEE DETAIL THIS SHEET. I I 112' __________ __________ w/o 2' vertical sides, and 2 thick. UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
STA. 3+00 - INSTALL 10"x6" TEE, 15 L.F. 6" WATER j 1 1 n ` 20' UTILITY EASEME T 5. CITY OF BOZEMAN APPROVAL SHALL BE OBTAINED, AND A
MAIN, AND FIRE HYDRANT W/AUX. GATE VALVE L_ ® PRECONSTRUCTION CONFERENCE CONDUCTED PRIOR TO BEGINNING
CONSTRUCTION. THE ENGINEER AND THE CITY OF BOZEMAN SHALL
ASSEMBLY(W/THRUST BLOCKS AS SPECIFIED). I '� BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
STA. 3+08 - INSTALL 10' PLUG AND THRUST BLOCK. \ fb 6. MINIMUM COVER OVER THE WATER MAIN SHALL GIININ FEET.
I SicBE 6.5
1 I \ oiT A MINIMUM SEPARATION OF 1.5-FEET SHALL BE MAINTAINED BETWEEN
I �.. THE WATER MAIN AND ALL SEWER MAINS.
7. BENCHMARK: CITY OF BOZEMAN.BENCHMARK No. 260. SOUTHWEST
CORNER OF N. 20th AVE. AND BEALL ST., ELEVATION = 4788.56
P,.P—By
Rocky Mountain Engineers
P.O. Box 883, Bozeman,Montana 59771
NOTE: TRENCH EXCAVATION WITHIN DURSTON ROAD RIGHT-OF-WAY SHALL BE (406)586-4859
TYPE 1, UNLESS TYPE 2 IS APPROVED BY THE ENGINEER. PROJECT: WEST PARK MANOR #4
TYPE A BACKFILL SHALL BE USED. 10" WATER MAIN EXTENSTION IN DURSTON ROAD
NOTE: A CITY OF BOZEMAN STREET CUT PERMIT SHALL BE OBTAINED DESIGN BY: DATE: DRAWN BY: DATE:
PRIOR TO BEGINNING CONSTRUCTION. RHC 1-10-92 AH 3-2-92
REVISIONS: DATE: CHECKED BY: DATE:
-92
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4770
EXISTING ASPH IT PRILE _
AMC)PROPOSE PROFlLE
.5 MIN.
a765
EXISTING 65' 0'ARCH
PIPE CULVER 01 D.I.WATER FtAIN
1.5'MINIMUM SEPARATION "I'S" -----
BETWEEN EXISTING CULVERT 30B L'F 10
AND 10'WA R MAIN 6" SANIT RY SEWER
4760
TYROFOAM INSULATION
le" MIN.
SEPARATIO
a755
n W m
n n n n
3+00 2+00 1+00 0+00
SHEET 2 OF 3
1
I I
I I I I I 110' UTILITY EASEMENT I I I 1 I I
4----------4----------
___ ______ 0 25 50 100
9�1
---------- ---------- ___
I
_________ __________I__________ _________ I I I SCALE: 1"=50'
I I I I I I
I I I I I I
I I I I WI 1
I
STATIONING OF WATER SERVICES
a l I I I
a
I I w I 9,p STA.0+8 LT STA. 7+2. LT
m 'F STA.0+81 5. RT STA 7+24.5 RT
STA.1+63.0 LT STA. 8+03.0 LT
STA.1+84.5 RT STA. 8+04.5 RT
¢ I j 8
NORTH 23rd AVE. j I STA.2+43.0 LT STA. 8+83.0 LT
I 8'SS I N I I STA.2+44.5 RT STA. 8+84.5 RT
ZO I 1 N I e'SS 3 8'SS ®4 B'SS 5 8'SS B'SS— I I STA.3+24.5 RT STA. 9+64.5 RT
N I I !'M !'M g T I T I I STA.4+03.0 L7 STA.10+43.0 LT
STA. 4+04.5 RT STA.10+44.5 RT
I O I I = t I I STA.4+83.0 LT STA 11+23.0 LT
I I STA.4+84.5 RT STA.11+24.5 RT
I I STA.S+BJ.O LT STA.12+03.0 LT
I I I STA.5+64.5 RT STA.12+04.5 RT
I U I STA.6+43.0 LT
I I I I a I STA.6+44.5 RT
The carb stop shall be located at the
I m + n I I center o1 each lot.
-7 = I I NOTE: STA. 0+00 TO KFILL - TYPE I EXC.
�T ^ 1 I I I AND TYPE A BACKFILL
-___
I I I
I I I NOTES: ALL TAPS ON THE MAIN SHALL BE A
I I I \ 20' UTILITY EASEMENT -___
I 1 e ----1--i MINIMUM OF 18"APART.
LO
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I J< N X
WWW = QNU ¢N Z -�� AS—BUILT DRAWINGS
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"o x a o � o m o a w w o W w w Rocky Mountain Engineers
io m =_= }- m i 'O m m J w O 0 J m p P.O- Box 883. Bozeman,Montana 59771
W Jr JK\ N� Qf~/1 QI�� QV) QIi3 �QZOO HN 04oz (406)586-4859
z mj V) 01 0� NZ� z� �p> ��� z� ���X WEST PARK MANOR t
O Z 0' Z o N¢ Z Z Z Z J N J J J PROJECT:
I F a s o 3 I ¢f I ¢w I I" I a J W 6" WATER MAIN IN N. 23rd AVE.
3 W W O iO p 3 p a W^ p 3 p a Vl 0 m�w Vl r.1 3 N p¢ DESIGN BY: DATE: DRAWN BY: DATE:
O M Oa In O �X as V10 X <a QO + pZZ }x }ZNH
X ,n a Q 0 + +p + Q w }p + W N O U Q Z p RHC 1-10-92 AM 3-2-92
} }O } W OJ <m <-I.�tl aDm a0_I.I 4 �~ �� �.m Y w
O OM o_ N p>U p>U D.5" U Z REMSIgJS: DATE: CHECKED BY: DATE:
p N -Z I-. Q 1 I-Z W>> E-Z r J w O WATER MAIN 10-27-92
d d d�Jwa dm do d Jw dp d Jw do¢1212 40 do Z
N¢ j N N V 1 Q U)10>V 1 V)¢ V),O>V) N V I J W W V 1 Q V I m F U 11-11-92
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V -(1 0+ + ¢ '
4785 m m X 4785
0 pW O
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0.>0
FINISHED A HALT GRADE
4775 _._— ------__-- 4775
__ I EtST.PROFILE
.5'MIN.COVER
I
\1
v
4765
4755 4755
EXISTING GROUND ELEVATION
0
m m m 0 b r
a
0+00 1+00 2400 3+DO 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
SHEET 3 OF 3
I
-
I
1 1 I I .1I1_0' UTILITY I EASEMENT
+____ II N0048'40"E___-________________ ____ __-__-__
_____________ -__ ___ _______ _____--_
—
___ f
_______
II _
.Iri Ii
0 25 50_ 100
-
_ _ E_ ___ __________ __________ _____
SCALE: 1"=50'
I I I 1 I 1
I I I
I 1 1 3 I wl I
I I I g n m I w1 I
I R I I I
I 1 I < I A
II I1 p0 0 � i m
2 hKpf b9\ NORTH 23rd AVE. pp�p`L N� I
3
j T_ _
67 !'SS �� 9 10 11 �V, t•�' 3 1 STATIONING OF SEWER SERVICES
8•W 6"W6'W 6•wII 0+611.5 RT 7+13.0 RT
1+50.0 LT 7+90.0 LT
1+51.5 RT 7+91.5 RT
2+30.0 LT 8+72.0 LT
2+31.5 RT 8+73.5 RT
3+10.0 LT 9+51.0 LT
I3+11.5 RT 9+52.5 RT
3+90.0 LT 10+32.0 LT
3+91.5 RT 10+33.5 RT
4+71.0 LT 11+11.0 LT
4+72.5 RT 11+12.5 RT
S+52.0 LT 11+91.0 LT
5r535 RT 11+92.5 RT
—11 I I e+29.5 L 6+31.0 RT
___—�--
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I 20' UTILITY EASEMENTOf
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+Y P.O. Bo,883, Boon,Montana 59771
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Z O < <~ < N D (406)586-4859
F z o< z z N PROJECT. WEST PARK MANOR #4
N O N 10 8" SANITARY SEWER MAIN
W w I �. I
J aJ
p8 0 0 0 N O 00 DESIGN BY: DATE: DRAWN BY: DATE:
+ Za + ++ ++ N to� RHC 1-10-92 AH 3-2-92
10
m iO .O In REVISIONS: DATE: CHECKED BY. DATE:
F w r F F rn Q Q 10-27-92
VI VI Q N f F r :0 WATER MAIN
V) N 3 O 11-11-92
4BU0
4800
I Y 1
4790
A^ 4790
ry y
z gnn Fzo
I 1 1 Z
w o n n FINISHED A HALT GRADE
4780 v
aml
4780
Wgo
Z Z
EXISTING GR ND PROFILE 400 LP OF C
zo
4770 z z
_ � 4770
O Se
747t
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yl
[NEW 10"WATER MAJI 1
6. C g0.95%
400
4760
4760
EXISTING GROUI ID ELEV.
14 A n
� o
0+00 1+DO 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1G+00 11+00 12+100