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EXISTING 3ULDING
STA. 6 +07.08, 7.00' LT. STA. 6 +64.61, 7.00' LT.
1 - 10" TEE (FL) 1 - 10" CAP (MJ) -
2 - 10" G.V. (FLxMJ) W /2" TAP
1 - 10" ADAPTER (FLxMJ) 1 - 2" B.O.V. ASSY.
BLOCK BLOCK
0 0 0
0 0 0 0 -- 0 0 0 0 0 --NB9g 5jb12"W -4.P2 L6' - -- o 0 0 0- 0 0 0 0 0
-r= �° �r -ems �. r- •e --���• _��
C.O., RIM C.O. RIM = 411.00
-1
- - - I.E. = 407.00 I C. 0., R M = 410.28 ,
I.E. = 407.00 I. 406.28 -
C.O., RIM = 409.80 I r. ; BLD G BLD -E BLDI
I.E. = 405.80 1 -1/2"
STA. 0 +86.36, 20.79'LT I SSS ®2% I Ga ( 1 +18.40, 8.25' LT. W.M.
W SSMH No. 2 I a% `? ' 1 10" 4i` BEND (MJ) I 1" A.R.V. ASSY ( ) I C.O., RIM 10.2a i t I.E. = 404.50
BLDG -K {} BLOCK 0 15.3 LF 10"
W STA. 0 +86.083. 20.95'LT _ _ ✓ ' I.E. = 406.2 I
D.I. CL. 52 (J
cf
410,!2 RIM= 410:00±
400.32LE.(IN)= 400 3$ r t r @.� d21M 411.00 I C.O., RI = 4i .0 a
C.O., RIM = 409.80 I� �; ti I.E. 407.00 I.E. = 7 00 I J SSS ®2%
4 00.22 1.E.(OUT)= 400.20, = `n
m ° I.E. 405.32 ( I �, f3 ,II -I ° ° o +s BLDG-
10 I •-
a .. ,- p j I 6 +07.08, 8.25' RT.
a 1 - 10" 90' BEND (MJ) �cp
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2% til!N, bt {}7. LF:'10 D.F >GL 5 .. ;. � b$ ,
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-- w a e L:'::-
o+ o I 2� MIN P_vc' 0: 052 ; f z
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m ;n C.O., RIM = 409.20
'n.0)
GRAPHIC SCALE o f I.E. = 405.20 r 4 e `'
N
® 3�zo 0 o zo ao �� I 0 +78.82, 2.01' RT. o I ' n.
a z C.O., �'!M = 4
H a a ( IN FEET )
1�1 W �'c 1 inch = 20 ft.
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44 ?54.8LF - 8 °PVC 3.41@ %
SSMH
■
- RIM = 407.88 407.84
IE = 399.1(W)399.19 +7.45
NEW I.E.(IN)= 399.29 STA. 13 � ,
399.29 SSMH No. 1
STA. 13 +72.9 , 4.25'RT
a a n RIM= 408.86L± 408.83
I.E.(IN)= 399.710399.78
p r CfD z I.E.(C'1T)= 399.619,359. 6S
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Wwp-�t j° 3'a 8J
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N• 1J . _ 3rd CT, 5 +71.67, 8.25' RT,
- - - 1 - 10 "x6" TEE (MJxFL)
- o �- 6 GRT�VpLVE (FLxMF� --
0 0 _
M V
1 - 10 47- BEND (MJ)
BLOCK
BLOCK
e
o
p
MIR
!+�
C. ,RIM = 410.00
11 +11.41, 14.23' RT. (FIELD VERIFY)
G.O., RIM = 410.30
I.E. = 406.30
1. = 405.30_
C.O., RIM 409.30
CUT -IN BY CITY FORCES: S0 tt 4"tetlmt O"it. -S �2
13 +57.94, 14.23' RT. (FIELD VERIFY)
-
1 - 10" TEE (FL)
_1 - 10 "x10" WET TAPPING TEE (MJxFL)
1 - 10" TAPPING VALVE (FLxMJ)
10" D.I.
V_ APPROX,(WATER MAIN LOCATION
41,8 LF 10" I.E. = 406.00
I
i
I
I.E. 405.30
SSMH No. 4
STA. 11 +21.49., 4.2' RT,
° I
,a
8.s
�
406.63RIM= 406.84±�J
BLOCK ST/a,10
D.I. CL 52
5%66& -T 12-
C.6., RIM = 410.30
I E (IN)= 403.82 403.53
5 +71.67, 17.7' LT.
BLDG -J
I
Q
23.9 LF 10"
D.I. CL 52 BLDGI -H
I
I.E. = 406.30
I
I
r.N.INO. 1
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uY
I
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STA. 3 +25.A 135RT
BL G -C
~I
C.0 - RIM = 409.20
RIM = 409.00_ _
0 +53.68, 16' RT.
BLDG -F
I.E. = 405.20
1'.
I
2
�aM N
F.H. N0. 2
LE.UT)= 401.60401,40
2% MIN
apn
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BLDG -B
}�
Ziff'
fi
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3D9
5
C. 0.,
- 410.00
I
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-
F. H..
N Mt
LF 52"
LE.
06.00
-
397.34
0 +53.68, '5.00' R
s
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_
a
1 - x
1 - 6" GATE VALVE (FL)
- 5-1/ 4" Y.V.O. F.H. ASSY.
BLOCK
4.
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SSMH
■
- RIM = 407.88 407.84
IE = 399.1(W)399.19 +7.45
NEW I.E.(IN)= 399.29 STA. 13 � ,
399.29 SSMH No. 1
STA. 13 +72.9 , 4.25'RT
a a n RIM= 408.86L± 408.83
I.E.(IN)= 399.710399.78
p r CfD z I.E.(C'1T)= 399.619,359. 6S
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Wwp-�t j° 3'a 8J
z bv" _ 2s -)ajo+
N• 1J . _ 3rd CT, 5 +71.67, 8.25' RT,
- - - 1 - 10 "x6" TEE (MJxFL)
- o �- 6 GRT�VpLVE (FLxMF� --
0 0 _
M V
�i
•
SIGN
�•�
- `
-
BLOCK
-
C.O., RIM = 408.50, I.E.
MIR
!+�
11 +11.41, 14.23' RT. (FIELD VERIFY)
CUT -IN BY CITY FORCES: S0 tt 4"tetlmt O"it. -S �2
13 +57.94, 14.23' RT. (FIELD VERIFY)
_
1 - 10" TEE (FL)
_1 - 10 "x10" WET TAPPING TEE (MJxFL)
1 - 10" TAPPING VALVE (FLxMJ)
10" D.I.
V_ APPROX,(WATER MAIN LOCATION
STA, II+21- 55,4.51'17T
2 - 10" G.V. (FLxMJ) j
1 - 10" SLEEVE (MJ)
1 - 10" SLEEVE (MJ)
1 - 10" VERT. CROSS (MJ)
PER CITY OF RENTON AS -BUILT PLANS
SSMH No. 4
STA. 11 +21.49., 4.2' RT,
1 - 10" 'VERT. CROSS (MJ) i
1 - 10" ADAPTER (FLxMJ) +29.534.2RT
,a
8.s
406.63RIM= 406.84±�J
BLOCK ST/a,10
5%66& -T 12-
I E (IN)= 403.82 403.53
SSMH No. 5
0
2.00' RT
SSMH No. 3
(o
uY
I
STA. 3 +25.A 135RT
Z
~I
RIM = 409.00_ _
I.E.(IN)= 401.79 401.50
tri
LE.UT)= 401.60401,40
apn
I
°a
BLDG -B
Ziff'
i
I
4V
Ao
I,E. = 403.86
�i
•
SIGN
�•�
- `
-
BLOCK
-
11 +11.41, 14.23' RT. (FIELD VERIFY)
CUT -IN BY CITY FORCES: S0 tt 4"tetlmt O"it. -S �2
13 +57.94, 14.23' RT. (FIELD VERIFY)
_
1 - 10" TEE (FL)
_1 - 10 "x10" WET TAPPING TEE (MJxFL)
1 - 10" TAPPING VALVE (FLxMJ)
10" D.I.
V_ APPROX,(WATER MAIN LOCATION
STA, II+21- 55,4.51'17T
2 - 10" G.V. (FLxMJ) j
1 - 10" SLEEVE (MJ)
1 - 10" SLEEVE (MJ)
1 - 10" VERT. CROSS (MJ)
PER CITY OF RENTON AS -BUILT PLANS
SSMH No. 4
STA. 11 +21.49., 4.2' RT,
1 - 10" 'VERT. CROSS (MJ) i
1 - 10" ADAPTER (FLxMJ) +29.534.2RT
BLOCK (SEE CONNECTION DETAIL)
406.63RIM= 406.84±�J
BLOCK ST/a,10
5%66& -T 12-
I E (IN)= 403.82 403.53
SSMH No. 5
I.E.(OUT)= 403.57 4 03.43 NOTE: FIELD VERIFY WATER STA. 10 +2474, 4.23' RT.
LINE DEPTH PRIOR TO RIM= 408.8-2± 408.52
CONSTRUCTION I.E.(CTR)= 404.'N 404.02
A NOTE: I.E-(OUT)= 494.96 403.92
1. THE TWO EXISTING HYDRANTS SHOWN ON THIS PLAN SHALL
BE RETROFITTED WITH 5 -INCH STORZ FITTINGS.
1
*CSfi t1cTE)
£Xi3AHa
AS -BUILT SET
S-w308304 .
apo �'Es of IV p Z6
I
DALEY - MORROW- POBLETE, INC.
WA
CHECKED FOR COMPLIANCE 2 F
RECOMMENDED
TO CITY STANDARDS FOR APPR c
f6aoelc /�iG• q 9--*- _Date zA,7 /03 ,5 1 z
�. •' -- � `rq 1 � 5 F� ENGINEERING - SURVEYING
*m*/ A1, U1121 Date f r_ �10' LAND PLANNING
-vote BY s.• -y
EX ee5 e JAV zoo4 _� SCANNED MAY 2 6 20M
SCANNED OCT 0 8 8 -;`G r vv -. 7"t _ C, ., �',!) --
FR 201.3