HomeMy WebLinkAboutR-382708L
(:L) O a)
t N
3 E
O
Cn � 0
�. M
���o
iz U) O
C�
Qo ._
>�
U C
=�
O U ,
-
o
= 0a NCP
CEQa
(D.oI
= .&5 E>,
O N O c
��1 o
o -o C Cn
o .- E
C3 U
�.
o
N U
Lf� -C c c
O -0O
N 0 3 0
N
Ln_-'� w
O 0 L c
��O
� � 3 U
0
.= -0 o
m -.N
U F.1=0
0
IA
a
IC
ID
IE
IF
IG
1 1 2 1 3 1 4
W/M STA. 0+50 = 20+08.499 8.4' RT1 � o",
- 11CONTRACTOR NOTE
INSTALL 12"X12"TEE (FL. X FL.)='' _41-111I �11 I, �11
CONCRETE THRUST BLOCKINGI NEON 1-11-11111 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED11
.
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION.
3 12" GATE VALVE (FL. X� M.J.)I'll ,,I'l"
NIPPLE (M J X M J )
- - ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN
2 - 2.5' D.I. .. .. AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY
2 - 12" LONG SOLID SLEEVES
M.J. X M.J.)
I OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF
CONNECT NEW 12" WATER TO I THOSE RECORDS AND SURVEY FOR THE FINAL LOCATION OF
EXISTING 12" D.I. MATER EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION
PER:�`rT %OF "RE�#�ON ,, TANARD 300.4; "'� CONTACT THE UTILITY OWNER/AGENCY. L.F.
SEE NOTE 5 .
- / I /, �111�;1'�'1,��,����51'�� ���!�;������i���I�;� ��:�������?�:�,�I
1 " TYPE K OPPER "TUBING
11
- I
1
EXISTING WATER METER (TYP)
POT HOLD IEQIS"fD SEE NOTE 8 i 46 L.F.
SEE NOTE 5
6" CL. 52 D.I. PIPE
/ ( i
"�' �' EXISTING 8" C.I. WATER LINE
TO BE ABANDONED BY CITY RENTON 53 L.F.
//// qv
AFTER 12" WATER MAIN INS LLATION 1- /2 "TYPE K
F71I 1�II11III
C PER TU
STREET RESTORATION OP BING
y �: ` : ,
PER CITY OF RENTON ST NDARD W/M STA. 3+25 22+83.88, 8.45 RT
I /sip ///////// %%%/////////////%O//
- ..,r�. INSTALL 12" GA VALVE (FL. X M.J.)
I , / I /
i�111I'll
/// o ,an i o� ii % ,
�'� //
o �, �� //
/ NEWS T TYP
/�//
( )
' ", i i
I
, ii i ii
/ / i
/ / /.
/ / / /
/ /
/ ,. ...
f f f ffrNf f ,�i rf r r r f f f »<
ll fff r f rr �.-'+ter r r rr r r r� rf a' r r
f f 1 f
5
f try, Sr1 r1f N191Hf .f f 1 f,H f 3> f
11*%I f ,, f1Jf 1 J > � .; 1 f S > �' n � r ff r,N -
rJrr J r�� s r s r rr s �s J ss f� � � f .>
1 11 1 r i t 1�"1 f111 ff f f if t
JJ JJ ,, 11 J J 1J l P J i f i
JJ JJJ i _ JJ J J J i � �
J J J / %� r ,ff' , JJ Ji /
/ � /x/11 J �
/ � 1111 i i i ,� /
1;1 //%i ,�� /%%%%%%%%%f%%�,1�%%%%%%%%%%%�%%%%�%%�/%%1`%%%��%%1%%%%%��%�%J%�%i%�,/�„i;���j1%%%%%%%%%%%%%%i /%%%%%%%%j%%%%%j%%%%%%%/1�%/%j«%%%%%%%%�%%j� �%/%/%//��%iJ�,i/� / ,/, ,��a ./. ,, yam, ,, 1111 „/ ,ii / � IINAW ■
It I , . I AI
M ,
• � , w ,fi.
M�A
ff
fi
s
TY
NEClI DEWAILESHEETI 3.0
/1A A. 3+42 =STA. 23+00.93. 5.47' I T
CITY OF RENTON
. ,
A NEW FlRE I#YDRANT ASSEMB Y Approved by: ,�f- Gz����
PER CITY OF RENTON STANDARD 31C.1
FLANGE ELEVATION**x,'44.88 1111 1
36 L.F. Approved tt.y. Aftat1L ( wme,-
6" CL. 52 D.I. P( �, - , I4
70 L.F. Approved by:
4" CL. 52 D.I. PIPE
INCLUDING BYPASS � -
W/M STA. 3+59 = 23+17.24, 1 1.9 ' RT Apps e'� by `
INSTALL 12" GATE VALVE FL. X cul.. _
I ( �� �I
L- � 26 L.F.
11
12" CL. 52 D.I. PIPE
W/M STA. 4+50 = 0 0, 47'LT/MIN. 4 CSF COVER
INSTALL NEW FIRE HYDRANT S MBLY
PER CITY OF RENTON STAN D I=-
10� STA_ + 3,�= _ STA -24+91. • Q5,�25. LIQ-
FLANGE ELEVATIO 45.03 INST LL NEW FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STANDARD 310.1
1-11- 4./awl�, ,�/11.0L. )
a
IL?p I I -
Date: 6 !? ! 1
-T-f
Date:
Date.
DC
I
--sem.
L, G
N
C
D
-;11
FLAN TION 44, 57
5 p 1
- __
a .
D
D ,
o ,.
D
D a
D
w�
N D �i.+� .a.,,.,.►,-. „ ;
D - ° D. C - b'Q', D
s a
D D
D
Dr °D
, N. �m -
36 L. F ,
I 36 L.F. 6" CL. 52 D.I. PIPE v
m'�
;/
y
D
EXISTING 66" SPU TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO 6.
4
"I
I
�;. ts D
THE ROADWAY TRENCH CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING
q4
a
D
D N
4
MINIMUM CLEARANCE CANNOT BE OBTAINED, PROVIDE AND INSTALL ETHAFOAM
BE INSTALLED PER DETAILS PROVIDED BY THE CITY OF RENTON FOUND ON
WATER MAIN INSTALLATION.
D
. G
D
I
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
r- _1140wowns-
.. ,,,l..... b, b
SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR CROSSING OVER 7.
D
D G
WILL RESTORE THE CONCRETE
D a
. "" ""'
n
;f_1 ) : . H
4
_
r
„rr
.:.
�,
/ /
/ /
�///y�/ayaio, , / / / e
/ i
/ /
/ / // /
/�// •
/ / ,
/ F
/ 6 CL. 5 .I. PIP
2 D E n'1
r„r //
�,,,y /
„rr,,, „r„rH,.r _
' /
/. / / /
I 11,.,'SEE NDS 6 , ;
// / _ 3
1111 ,
/ / /O//
/ (�
t // Bio //
+oo cii
;.
// ioo'oii -11
C,7zo. ,, / _ f , _ - - - -11
,.: ., ,, 1111,
_ � 1111,
;, _-_/
ti,,, /,�",-, ///,//,/
�,,,,,,, ///,// ,,,,,r,/,,,,,/,f„r,
/ /„ %/
, „ .. ,,, 111;1 .. 1111,,
/.
, 1111, 1111,. , , ,,, ,/ ..,,,.,., .., , 1111, 1111..
/ // / 1111 , ., ,
/
r ; / ........ ....... 1111, .. ... r,. 11 "I'll .,,..,,,. .. ./ ,, w
C,,,,
y ,y
/ %//%iii; •
"41Wk.,
�..r� ;..K_- �-.
111_1.._
�.
I - I I i I - - I
T
f0
��.�
�Ln:
W
3
+9Q
l�!
y �
S
w
I°'
1111
A
I.'
W
W
W.
'
;...
�It " :1A1 WH W
1111 _1.11_1 <, W : �' W
/' W W
�,
,;
W-
_.
' rr, fir„ . , , /r,;.J,
,. r r rb, 1111., ��
1111., .. .' ;. .'.'
i -�' 1111. ,,, 1111.
.� �, ! 1111,. . : . ' . ' . ' ��� � ��.n_ �N
_1 I
, 1111,.. i ��
r / ..
,,,,,,,,,,,,,,,i,
� 11
. ,,iiiiiiiiriiiiiiir/riiiiiiiiiiriiiirniiwiirii riiiiiriiiiiiiiiirrrriiiiii//riiiiiiiiiiiiiiiii/iiiiiiiiiiiii,i/rviriiiiiriiiiiiii ri, r ri
,,, 1111 1111 r ./,,,..,., /
d
,,,,,r 1111, ,.,,.,,r%„ ,
1111/ , 1111
%/ /
/,
d/%//////1%////�%////////%%%%%
,,,%
;,
•1111
s 6 /;: o.
I 11 1,1111 >
/ r , // ri ,r 1111, 1111 ,.k, ./ .. ,.....,.1111, „ „ ..
/ : ,r/,,, %11 ,f , , 1111,,, ,1,111.,.,. ,.. „1111.. ,,,,,,,,,,,,,,,,,,,,,, „1111, ,,.,.,..,, „, 1111... 1111..
,„ ,,
r,' � /ii�iiiiiiii�oi
277 L. F,
r, , ___
:.
: ,, O
.,, . ... 1111,,, „ ,.,,,,,,.,, „ ,.'?�I'll
1111 ;
� I "I , / , I "I'(Y� R-) I
/ 1111 ,/ ,
� OE�,;,,,5 _,Ir,
D.r.
PIPE
0/1 ,
1/,,,1'1r/- 'r ", voI 114 01=` E41, RI 9
�---
VE
I'll, I 1-11 � "I /1- / /
,
EXIS NWO 12' 'ST`ORM DRAIN
,>
_ ,
(n
USSs5 MAX DEF`LCT10N R JONI'�,, o 0 0I:ry / /;/
/ 11 , /I / ,,, . ,-I / I / I �%%
_ W M STA.
3+57 -STA. 23+15.62, 10.93' RT /rL.
W STA. 3+27 = 22+85.49, 10.93 RT - � M
j E/ "
REPLACE 4 - 12 X i2 / S % "
/ /r
1-1111/1-'1111111" 11INSTALL 1-1 2 COMMERCIA WATER LIFE AND METER
INSTALL 4 DOMESTIC WATER UNE AND METER 1N 'VAULT 12 CL. 52 PIPE 1'*'1
1111 111
:, �/ /
CONCRETE PANELS
_R CITY PER CITY OF RENTON STANDARD 320.4 MIN. 4 OF OVER
I'll;,
TNG MECHANICAL R00
AN ARD 320 2
\', "I I I 11 � � � I 1, I I �,,,�,,I'll PROVIDE RPBA ASSEMBLE' WITHIN BUILDING PROVIDE DDCVA ASSEMBLY WITHIN BUILD EXISTING "
EXISTING 12 ST
,,:
E'TING 6 WATER UNE TO REMAIN, " C.I. WATER LINE
111// I% ' ORM DRAIN LINE
9 L.F. 15 L.F. TO BE ABANDONED BY CITY OF RENTON
r /BRO CT IN PLACE i**,a
EXISTING SIDE SEWER (TYP) 12" CL. 52 D.I. PIPE 12" CL. 52 D.I. PIPE 93 L.F. AFTER 12" WATER MAIN INSTALLATION
MIN.,,4 OF COVER
MIN. 4' OF COVER 12" CL. 52 D.I. PIPE
POT HOLE REQUESTED (TYP) N 4' OF
' /,
MIN. COVER GRAPHIC SCALE
EXISTING 12" D.I. WATER LINE SEE NOTE 4 W/M STA. 3+36 = STA. 22+94.93, 10.93' RT
INSTALL 6" FIRE UNE &DDCVA ASSEMBLY W/M STA. 3+39 =STA. 22+97.50, 10.93 RT zo o 10 zo
AN2NEEXISTING 66" STEEL WATER UNE, 8' COVER, VERIFY MAINTAIN 7.5' HORIZONTAL SEPARATION WITHIN BUILDING SPRINKLER ROOM INSTALL 1" IRRIGATION WATER UNE, METER, & DCVA ASSEMBLY
(OUTSIDE WALL TO OUTSIDE WALL) WITH POST INDICATOR VALVE PER CITY OF RENTON STANDARD 320.1 & 340.8
W No-
" PER CITY OF RENTON STANDARD 360.5
EXISTING 52" STEEL WATER UNE, 8' COVER, VERIFY BETWEEN NEW 12 WATER LINE AND EXISTING STORM (IN FEET
» ,
_E.1 -20 L.F. 1 inch = 20 ft.
6
I " 1, " I , � , � � � 12" CL. 52 D.I. PIPE
ITES 1/1, 1, ;, iMIN. 4' OF COVER
1 UPM7 AICW WATCD 1 IAIC rDf1CCC'C CVICTIAIr` IITII ITICC rCVf1CDT CAAIITADV CCNCD Z rATUMlr` DDr1TCf`T1f1A1 AICCI1Cn Cf1D TUC' AICW 17" WATCD i IANC uALICDC' TUC' (ZWnPTPP NIIPPI 17 PIPr174Z AC AIr'rPCC� PY Tr) rr1AICTPIIrT TWr7 M1ZIPP) TIC_IAI a THC r%ITV r1C DCAITrIAI WATGD AM) CTDCCT IICDADT►ICAIT r`DCWC WII I DCCTf)DC CONSTRUCTION SEQUENCING NOTE
AS NOTED BELOW), PROVIDE MINIMUM 1' CLEARANCE. IN LOCA11ONS WHERE 1'
EXISTING 66" SPU TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO 6.
CONTRACTOR TO REPLACE TRAFFIC INDUCTION LOOPS AS NECESSARY DUE TO
THE ROADWAY TRENCH CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING
THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND
MINIMUM CLEARANCE CANNOT BE OBTAINED, PROVIDE AND INSTALL ETHAFOAM
BE INSTALLED PER DETAILS PROVIDED BY THE CITY OF RENTON FOUND ON
WATER MAIN INSTALLATION.
WATER SERVICES TO THE NEW 12 WATER MAIN IN MAIN AVENUE S. CITY CREWS
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
CUSHIONING.
SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR CROSSING OVER 7.
APPROXIMATE SIZE AND DEPTH OF T1'E EXISTING COMMUNICATION DUuT THAT IS
WILL RESTORE THE CONCRETE
ROADWAY AT S. 3RD FOR THE ABANDONMENT OF
WATER MAINS. ALL EXISTING WATER SERVICES ALONG MAIN
2. WHERE NEW WATER LINE CROSSES AN EXISTING SANITARY SEWER, WATER MAIN
THE EXISTING SPU WATER LINES.
CROSSED AT W/M STA. 5+74 IS BASED ON ASSUMPTIONS FROM UTILITY RECORD
THE EXISTING 8" WATER MAIN
ON THE WEST SIDE OF THE ROAD. THE CONCRETE
AVENUE S. BETWEEN S. 2ND STREET AND S. 3RD STREET WILL
SHALL BE 1.5' MINIMUM ABOVE THE CROWN OF THE SEWER PIPE. IF 1.5'
4. THE PROJECT DEVELOPER SHALL SECURE BY POTHOLING THE EXCAVATION, SIZE,
DRAWINGS IN THE AREA. CONTRACTOR TO POTHOLE AND LOCATE THE EXISTING
RESTORATION WORK RELATED
TO THE ABANDONMENT OF THE 6" WATER LINE ON
BE RECONNECTED TO THE NEW 12" WATER MAIN BY THE CITY OF
VERTICAL CLEARANCE CANNOT BE OBTAINED, A FULL PIPE LENGTH SHALL BE
AND TYPE OF EXISTING UTILITIES CRITICAL TO CONSTRUCTION PRIOR TO FINAL
COMMUNICATION DUCT PRIOR TO WATER MAIN INSTALLATION.
THE EAST SIDE OF THE ROAD
TO BE COMPLETED BY CONTRACTOR UPON
RENTON. THE CITY OF RENTON WILL ABANDON 8" AND 6"
INSTALLED CENTERED OVER THE SEWER CROSSING. THE CITY OF RENTON MAY
ENGINEERING DESIGN. 8.
EXISTING WATER METERS ALONG MAIN AVENUE SOUTH THAT ARE CURRENTLY
CONNECTION OF THE NEW 12"
WATER MAIN TO THE EXISTING 12" WATER MAIN.
WATER MAINS. CONTRACTOR CAN COMMENCE WITH THE
IDENTIFY ADDITIONAL CROSSING REQUIREMENTS, SUCH AS CASING THE WATER
5. CONTRACTOR TO POTHOLE AND LOCATE EXISTING 8" C.I. WATER MAIN PRIOR TO
SERVED BY THE EXISTING 6" AND 8" WATER LINES WILL BE RECONNECTED TO
O�
FIIIIIIIIIIIIIIIIIIIIIo
REMAINING UTILITY CONSTRUCTION WITHIN THE RIGHT OF WAY.
MAIN PIPE OR ENCASING THE EXISTING SEWER MAIN IN CONCRETE.
12 WATER MAIN INSTALLATION_ CONTRACTOR TO USE PIPE DFFLFCT10N OR
THE NEW 12 WATER LINE UPON COMPLETION.
50'
CONNECT TO -
EXISTING 12"
D.I. WATER MAIN
40
30'
Kj
0
Uj
(D
t
APPROXIMATE
9
a
is
Q
1
W
z_
U)
z
N
z
Za
J -
qpw
g
w
w
z
N
N
V_
«s
5
ELEVATION AN
DIAMETER
0�
APPROXIMATE
Z
W
<
L:
D
Uj
0
EL
O�
FIIIIIIIIIIIIIIIIIIIIIo
w
z
v
X
Nvin'riLl
Z
EXIS11NG
IDE SEWER
\
ELEVAMADE
ON AND DIAMETE
3
v
o
w
c
cn
�
rw1111111) FOR
i
rs-s
,
Q
.
OVER
EW WATER MAIN
APPROXIMATE
ELEVATION
�
Lr_U_
Uj
_j �-
U_
_
EXISTNG
2 CPP STOR
EXISTING
"
8 PVC STOR
V)
cn
IE= 42.0
7
w
»
EXISTING 8 CMP
STORM
APPROXIMATE
EXISTIN
12" PVC STORM
ELEVATI
AND DIAMETER
IE= 41.43
APPROXIMA
S
E NOTE 2 (TYP.)
-
EXISTING SIDE SEWE
SEE NOTE 6
APPROXI
ATE
AP
ROXIMATE
i
APPROXIMATE
ELEVATION
AND DIAMETER
APPROXIMATE
E
NATION AND
DIAMETER
ELEVATI
AND DIAMETER
EXISTING
IDE SEWER
ELEVATION
AND DIAMETER
EXISTING SIE
SEWER
EXIS
NG SIDE SEWER
EXIST]
4G SIDE SEWER
,�
. ... 1111
_
11_11
_,
.-
,
I
,
_..
!
i
\
:
__ __ ___ -
I I I �
:l"
111,1.
t =!M� I'll,
I /
1111.. .,,.,.._. __1111,_,
1,,1,,11_„
,,..,,., ... ,.i „ _,.,..,,,. 1111,, ,_,. 11_11
_
_
1_111 _..
,
.
__
.__ ..
1_1__11
,1111II�
11111111 _„
_
_ _
STA. 20+32.489
__
1.8T RT
,
1
STA. 22+6
--
.56, 6.49' LT
»
54 SSMH
. ,..:,,,,,,,,,,,,,
CB W SOLID LI
/
STA. 21 +29.42,
2.94 RT
�
RIM = 44.90
STA. 2
+78, 1.97' RT
APPRO
IMATE
RIM 45.32
"
»
4 IE _ _
IE=38.50
48 SDH
RIM -
»
5.11
17
5'
54"
SMH
12" PVC N IE =
42.12
RIM = 45.48
PVC
8" PVC
RIM
45.35
"
12 PVC S IE =
42.22
"
12 PVC N IE =
41.93
»
6 PVCS
IE=38.60
� 12 CO
=
C N IE 41.36
�_
J
i
�
J
8"PVC
NIE=39.40
8" CMP NE IE
42.27
12"PVCSIE=41.93
12"PV
SE IE=41.43
�
8"CMP WIE=42.32
8"CMP WIE=42.13
STA
� M
22+71.21, 17.36 o
rn
o
rn 8"PVCEIE=41.53
�
j
.*
II
w
- STA. 20
04.92, 2.20' RT
IRT
48" SDMH II
II
II
II
6" CON
-
W IE - 41.71
Il N
j
Al
`i
N
d- 48 SD
°O RIM =
.53
NEW 12
CL. 52 D.I. PIPE
12
RIM = 44
PVC NW IE = 41163
38
C)
r-
rn +
1* M
�
co
Ui
cLnj o
co
0
..
� 12"CON.NIE=42.33
12"'
PVC SE IE=41I6i3
.*
+ a+
N H
N
w
+
1'7
O
+
1*
�
;
+
�
0 12" CON
C. E. IE = 42.23
6
DI W/M RUNNING
THROUGH STRUCTl
RE
0
`�' �'
`V
`�'
`�'
`�'
C) 6 CMP
SW IE = 42.53
OP OF PIPE = 42
26
N
� M
�
F_
�
i
N
N
V) 3
to
V)
N
N
1+00
wavril"1111 1111 I � � � � � I I 11 i''11,11111111 L1111 I ���� I I ���� 1 ���� 1 I ---
kA � ' I R.- I m, 61, I 1, 61, rel - I'll 111
va.'I I % L k na Lail] lii!Twi � ,;, L 13A a a I 11 1
!' 1
Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civi1\2014\14012-0023-Renton-Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C301
2+00
3+00
4+00
5+00
X: 50'
I
n
Z
1'x'1
U)
I
•
40
Ln
+
Ln
O
N
rr1
rn
n
0 30'
"
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
e
(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU1 o o J
Li0 0
Lij 0
� M
�M� �
wUz8E=
�0� 8�
w I;; LL ki �
�Z�=N
=i= C)
(f) .
-�3. aN �0
M
MI ,
cc
w_jNw J
IM o �W=w -
w wa0Cna-�0
CL
W
CL
�N � N
V�1\
O
�%AOP
co
4 �3: � �
x
\o N�� o
Li..l
,!
b
w 1S
�? � 4
z �Q
0
N
w
0
Uj
(D
t
I,
IV 77
p a
Iy
9
a
is
Q
1
W
FIIIIIIIIIIIIIIIiw
U)
Z
N
�
Za
J -
qpw
g
w
w
2:
z
N
V_
«s
5
0�
F -
Z
W
<
L:
D
Uj
0
EL
O�
FIIIIIIIIIIIIIIIIIIIIIo
w
z
v
Z
w
0
Uj
(D
t
I,
IV 77
p a
Iy
9
a
Q
1
W
FIIIIIIIIIIIIIIIiw
U)
Z
N
�
Za
J -
qpw
g
w
w
2:
z
N
V_
«s
0
0�
F -
Z
<
L:
D
Uj
0
EL
O�
FIIIIIIIIIIIIIIIIIIIIIo
�
z
v
Z
�
Q
Q
••
c
Z
-0o
�
v
�
,�
,�
0
o
..
;
m
•S
3
v
o
�,
E
v'
c
c
cn
N
SHEET nnE:
WATER MAIN
EXTENSION
PLAN &PROFILE
SHEET N0.
391
SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
�i.✓" lJ
.jI.-
N
ww
g
UJ
z
� C
n
9
M
M
11
n
n
D
0
Uj
(D
t
I,
IV 77
p a
Iy
N
a
Q
1
W
FIIIIIIIIIIIIIIIiw
U)
Z
N
�
Za
J -
i
w
w
2:
z
�
«s
0
0�
F -
Z
<
U)
Uj
0
EL
O�
FIIIIIIIIIIIIIIIIIIIIIo
Q
z
Z
N
W
�
N
rw1111111) FOR
CL
rs-s
SHEET nnE:
WATER MAIN
EXTENSION
PLAN &PROFILE
SHEET N0.
391
SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
�i.✓" lJ
.jI.-
N
ww
g
UJ
z
� C
n
9
M
M
11
n
n
D
in
0
z
to
:
�
,y
o>
t
I,
IV 77
p a
Iy
N
• t� Y
C X
CD
I C'n4
m
z
1
W
Cn
11
,OD
N
)7
W*ft4
in
0
1 . ��
M
: ��
t
I >
o
m
1
�
I (Iq 0-
F b
CD y
M
1
C
11
,OD
N
)7
%4
in
D
M
7v
0
3 13
11
,OD
)7
J -
I:n