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DALEY- MORROW- POBLETE, INC.
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726 AUBURN WAY '.N-
AUBURN,i WA 98002,
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RECOMMENDED
FOR APPR
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PHONE: (253) 333 -2200, FAX: (253) 333-2206
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ENGINEERING - SURVEYING
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STA. 6 +07.08, 7.00' LT.
STA.. 6 +64 :61, 7.00' LT.
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� EXPIRES 5 JAN 2004
o Po aced
scaNror o MAR 2 8 2 �3
EXISTING BUILDING
HDANC
1 - 10" TEE (FL)
2 - 10" G.V. (FLXMJ)
1 - 10" CAP (MJ)
W /2" TAP'
B.O.V. ASSY.
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.BLOCK
1 - 2"
BLOCK
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RVOLL � Fig RR
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C.O., RIM
I.E. = 407.0
411.00
C.O.
RIM = 411.00
C.O.,
R M °
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Z
I.E. = ,407.00
406.28
- - -
Z
C.O., RIM = 409.80 I
I.E. = 405.80
SLD
1 +18.40,
-G
8.25' I_T.
BLD
-E
1 -1/2'
BLD -D
(
^
p C.O., RIM = 408.50
W
SSMH No. 2
SSE ®2% I
BLDG -K
10" 4i' BEND MJ
( )
BLOCK
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W -M•
1" A.R.V. ASSY (�:)
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C.O., RIM = ¢10.28
l.E. = 406.2 8
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a .e
I.E. = 404.50
I F 10"
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=
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STA. 0 +86.08, 20.95'LT
RIM= 410.001
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D.I. D :I. CL. 52
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7d
I.E(IN)= 400.30
;.E.(OUT)= 400.20
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C.O., RIM = 409.80 I
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07 00
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BLDG -A
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I.E. = 405.32
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C.O.. RIM: 409.20
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SSMH No. 3
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1 - 10 45 BE (MJ)
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C.O., 410.30
`C.O..
I.E. = 405.30
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STA. 3 +25.31. 1.75'RT
=
RIM= 409.00
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BLOCK
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C. ., ,RIM = 410.00
,RIM
I.E. _' 406.30'
C.O. RIM 409.30
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-� I.E.(IN)= 401.70
2
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( eseT)
41:8 LF 10" I.E. = 406.00
D.I. CL 52
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410.30
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I.E. 405.30
4
I.E. T)= _401.60
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1 . inch = 20 ft.
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23:9 LF 10 ".
C.O., RIM
I.E. - 406.30
5 +71.67, 17.7' LT.
FH.JINO: 1
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D.I. L. 52 BLDG -H
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C.O., RIM = 409.20
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0 +53.68, 16' RT.
BLDG -F
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I.E. _ ,405.20
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F.H. NO. 2
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397.34'
LE: 4o3.as
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0 +53.6@, 5.00 RT..
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PROJECT
$
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1 - 6" GATE VALVE (FL)
0 F H ASSY.
PERMITAT
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5+71.67, a 25 RT.
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254 8U` - 8 "PVC 3.91 ®% 'o
70 2LF`=- 8°PV��$5'7
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1 10 x6" TEE (MJxFL)
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BLOCK
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11+11.41, 14.23' RT. FIELD VERIFY)
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SSMH
- - -
CUT -IN BY CITY FORCES: St6 cwvkw{oH
2-
RIM = 407.80
13 +57.94, 14.23' RT. (FIELD VERIFY)
1 - 10" TEE (FL)
.~
IF = 399.1(W)
'1 10 "x10" WET .TAPPING .TEE (MJxFL)
10" D -L
2 -10" G.V.'(FLxMJ)
- -N
NEW I.E.(IN) =,399.20
SSMH No. 1
1 10" TAPPING VALVE (FLxMJ)
APPFUXCWATER MAIN LOCATION
PLANS
1 -10" SLEEVE (MJ)
-•)J
STA. 13 +72.93. 4.23'RT
1 10° SLEEVE (MJ)
PER UtY OF RENTON AS -BUILT
SSMH No. 4
1 - 10" VERT. CROSS (MJ)
F. H.
I ><
RIM= 408.801
1 10" VERT. CROSS (MJ)
.STA. 11 +21:40, .4.23' RT.
1. - 10" ADAPTER (FLxMJ)
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w a
P.
LE.(IN)= 399:70
'BLOCK, (SEE CONNECTION DETAIL)
svkm 12,
RIM- 406.841
LE.(IN)= 403.67
BLOCK.
SSMH No. 5
0..
I.E.(OUT)= 399.60
I.E.(OUT)= 403.57
NOTE: FIELD VERIFY WATER STA. 10 +24:74, 4:23' RT. Bib
LINE DEPTH PRIOR TO RIM= 408.621
( E7<�St1>1a
@g gp
p¢
CONSTRUCTION I.E.(CTR)= 404.11
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3 8
g
#NOTE -
I.E.(OUT)= 404:06
W 1.tEn-
1. THE TWO EXISTING HYDRANTS SHOWN ON THIS PLAN SHALL
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BE RETROFITTED WITH 5- INCH.. STORZ FITTINGS.
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O
�i
DALEY- MORROW- POBLETE, INC.
WA y
726 AUBURN WAY '.N-
AUBURN,i WA 98002,
of
of
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RECOMMENDED
FOR APPR
4, :'
ze
PHONE: (253) 333 -2200, FAX: (253) 333-2206
is 03
o Date z/ �
/
D6ull � *4' W Mf-' ��7 Date-
w 2�7�Q3
F�9F \�4
ENGINEERING - SURVEYING
D
BYj, /[
S �a6®
i LAND PLANNING
I
/
W
-
wwps' !ed?
Date
BY
,�.
'�
� EXPIRES 5 JAN 2004
o Po aced
scaNror o MAR 2 8 2 �3
Z
art - ss -loj!
-
c iJ, S 36cP�0/'
C w - Sea O >. �• )
4
RVOLL � Fig RR
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I � {
..
1, P54