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. 26 LF_, 12" D.I. W -�
INSTALL
STA' 18 +71.00
1-12P GATE VALVE (MJ)
21 LF 10" C.I. FIRELINE
15'-
w
[O
.a
N
Z-
NEW 15' WIDE
WATERMAIN EASEMENT
0
DATUM:
� ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED
FROM BENCH MARK NUMBER Z -458, DESCRIBED IN
mi THE PIERCE COUNTY BENCH MARK BOOK AS A "NGS"
w BRASSIE SET VERTICALLY IN FAST WALL AT S.E. CORNER
moll FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE.
y w ELEVATION 70.18
¢ �I
WVVO-27 -4$39
z WTk "27 -28" ?9
SPECIAL NOTE:
STA. 65 +10.00 _ I--- -I _ IE =13.40 8 S
__...__ RIM 226'525.46 SOR -35 2.0% -- II f III r,
- E =15fi3 (6" IN) 15.02 (E)
- IE= 15;93'(8" OUT)14.96 0 RIM--25,9
SSW f4
IE =15.04 II'' I ;.:•�
NEW f2 _ EXISTING
SSCO "EX. FH BUILDING A
RIM =26.0
-- -�' IE =15.55 t'= IY„�
- FF = 26.0
21 LF 6" PVC I6__
I SDR -35 SS 0 2.0% ` - -- r:
'-
s
-. NEW 15' WIDE SANITARY L_..i ;. i+F- --
I _ 'I SEWER EASEMENT ( II _.._ I 904
- -� 1 'x .i SSCO
INSTALL . II . _ RIM 25.1
I� II RIM =25.1
STA 18 +58.00 _Y - 'il - -.. IE =13.67
J 1- 12 "x6" TEE (MJxFL) f 11- _ -.. I
I 1 -6" GATE VALVE (FLxMJ)
._.._" 11 LF 6" D.I. EXTENSION ..__ --------
N
1-FIRE HYDRANT ASSEMBLY B - " -" --
PER CITY OF RENTON SIDS. II
-i SEE DETAIL SHEET C7. I
_ --
CONC. BLOCKING
,_
i INS'TALU - -- _. IX. FIRE HYDRANT - 'If
= STA. 18 +84.00 -- _ _ _ - - - -. _ (10 BE REMOVED)
1 -12 "x10" TEE (MJxFL) - - - - - -" -- - -. -- - 1 _�.__ I� - " -- .' i EX. CAP
1 -10" GATE VALVE (FLxMJ)
x 9&-1 A 6e D -t'o _ - - - - -- --
CONC. BLOCKING BUILDING C 011 511ep5 J` ��. r TE
FF = 26.0 IX EX ' WA R . SSMH I
TO DDCVA INSIDE BUILDING RIMS 23 __y MANHOLES -t-� - EX. ABANDONED WATER LINE
\
SINK DRAIN IE 11.83 8° N �-_ 9 ____
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RIM= If
5'�25.5/ IE =11.73 8
jI IE =22.4 ' I I W
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9 LF PVC SDR -35 W PfSS ®22 .0% MIN. ' I
_ L II = I I v>
I zN
SEE SHEET 08 FOR - a z
WATER PROFILE a -" a z°
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SEE SHEET C10 FOR z
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SEWER PROFILE _ -" j m co 00
EX. SSCO N w w
RIM =25.1
- II If IE =12.58 'n c-,
z
1
NEW SSMH 42 3 )I n EXISTING ~ CD C) w >
STA. 61 +10.00 N Y o o v v>
RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
E =1493- ((a" i aj 12.95 (B' N), IE- 12.90 (6" E) f I I FF = 25.0
IE= 12:93 (8" OUT)12.85 (S)
RIMY 26.03SC0 41 I If Ipl EX. FH �\ OF W B
IE= 13.45^ ( I _71 pP�F, h J I Z
z
1 LF 6" PVC sZ.RR
F S.R.3.. e® o0. v. .. ......... s . . . . . . . . ........ .. .. s... ...... e............ ... it . 91 .- .- .- .----- . -. -.� 'o ST'
.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
0)
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SANITARY S
SEWER AND W
WATERMAIN E
EXTENSION P
PLAN
� I
INSTALLS
STA. 14 +55.00
(n
'.2 "
0- Z
Z -
n A� + P
1-T ADAPTER (FLxMJ)
1 -6" GATE VALVE (FLxMJ) N
_ ^_. .. _ -_.. t
NSiALL;
CONTRACTOR TO FIELD VERIFY
Q C
ND
1'1 4 "E $
CONC. BLOCKING -
- -
__ ..
_ ARE.lhgWAnr1 ASSEMBLY M
MAKING CONNECTION, COORDINATE WITH
Q Z !
O 1
15.00 -
_ _
- S
SEE DETAIL SHEET C7. -
' • -- + e REMOVE PZUG AYJU BL"OFF ASSEMSU(
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Q 9
INSTALL -
99 LF 1'2 D.I. W _
,-y
155 LF 12" D -I. Hr- -
- -- --
w (n S
- •
STA. 15 +s3.00
I _
NEW 15' WIDE I
-_ -__ T
J W (
O C
CONC. BLOCKING I
I W
� P
WATERMAIN EASEMENT A
AND SERVICE LINE
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If 1.1 RIM= 2510
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EX. SSMH
RIM 24-ff25.56
p NEW SSMH i3 (
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. 26 LF_, 12" D.I. W -�
INSTALL
STA' 18 +71.00
1-12P GATE VALVE (MJ)
21 LF 10" C.I. FIRELINE
15'-
w
[O
.a
N
Z-
NEW 15' WIDE
WATERMAIN EASEMENT
0
DATUM:
� ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED
FROM BENCH MARK NUMBER Z -458, DESCRIBED IN
mi THE PIERCE COUNTY BENCH MARK BOOK AS A "NGS"
w BRASSIE SET VERTICALLY IN FAST WALL AT S.E. CORNER
moll FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE.
y w ELEVATION 70.18
¢ �I
WVVO-27 -4$39
z WTk "27 -28" ?9
SPECIAL NOTE:
STA. 65 +10.00 _ I--- -I _ IE =13.40 8 S
__...__ RIM 226'525.46 SOR -35 2.0% -- II f III r,
- E =15fi3 (6" IN) 15.02 (E)
- IE= 15;93'(8" OUT)14.96 0 RIM--25,9
SSW f4
IE =15.04 II'' I ;.:•�
NEW f2 _ EXISTING
SSCO "EX. FH BUILDING A
RIM =26.0
-- -�' IE =15.55 t'= IY„�
- FF = 26.0
21 LF 6" PVC I6__
I SDR -35 SS 0 2.0% ` - -- r:
'-
s
-. NEW 15' WIDE SANITARY L_..i ;. i+F- --
I _ 'I SEWER EASEMENT ( II _.._ I 904
- -� 1 'x .i SSCO
INSTALL . II . _ RIM 25.1
I� II RIM =25.1
STA 18 +58.00 _Y - 'il - -.. IE =13.67
J 1- 12 "x6" TEE (MJxFL) f 11- _ -.. I
I 1 -6" GATE VALVE (FLxMJ)
._.._" 11 LF 6" D.I. EXTENSION ..__ --------
N
1-FIRE HYDRANT ASSEMBLY B - " -" --
PER CITY OF RENTON SIDS. II
-i SEE DETAIL SHEET C7. I
_ --
CONC. BLOCKING
,_
i INS'TALU - -- _. IX. FIRE HYDRANT - 'If
= STA. 18 +84.00 -- _ _ _ - - - -. _ (10 BE REMOVED)
1 -12 "x10" TEE (MJxFL) - - - - - -" -- - -. -- - 1 _�.__ I� - " -- .' i EX. CAP
1 -10" GATE VALVE (FLxMJ)
x 9&-1 A 6e D -t'o _ - - - - -- --
CONC. BLOCKING BUILDING C 011 511ep5 J` ��. r TE
FF = 26.0 IX EX ' WA R . SSMH I
TO DDCVA INSIDE BUILDING RIMS 23 __y MANHOLES -t-� - EX. ABANDONED WATER LINE
\
SINK DRAIN IE 11.83 8° N �-_ 9 ____
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cl) W
W
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RIM= If
5'�25.5/ IE =11.73 8
jI IE =22.4 ' I I W
x If EX FH 1 I J
9 LF PVC SDR -35 W PfSS ®22 .0% MIN. ' I
_ L II = I I v>
I zN
SEE SHEET 08 FOR - a z
WATER PROFILE a -" a z°
L` g Z
Q 7 N N p
SEE SHEET C10 FOR z
o ao N >
SEWER PROFILE _ -" j m co 00
EX. SSCO N w w
RIM =25.1
- II If IE =12.58 'n c-,
z
1
NEW SSMH 42 3 )I n EXISTING ~ CD C) w >
STA. 61 +10.00 N Y o o v v>
RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
E =1493- ((a" i aj 12.95 (B' N), IE- 12.90 (6" E) f I I FF = 25.0
IE= 12:93 (8" OUT)12.85 (S)
RIMY 26.03SC0 41 I If Ipl EX. FH �\ OF W B
IE= 13.45^ ( I _71 pP�F, h J I Z
z
1 LF 6" PVC sZ.RR
F S.R.3.. e® o0. v. .. ......... s . . . . . . . . ........ .. .. s... ...... e............ ... it . 91 .- .- .- .----- . -. -.� 'o ST'
.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
0)
4
O
z
m
O
W
U
Ili
,. SCANNED OCT 4 2000
. �r r' _
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SPECIAL NOTE:
STA. 65 +10.00 _ I--- -I _ IE =13.40 8 S
__...__ RIM 226'525.46 SOR -35 2.0% -- II f III r,
- E =15fi3 (6" IN) 15.02 (E)
- IE= 15;93'(8" OUT)14.96 0 RIM--25,9
SSW f4
IE =15.04 II'' I ;.:•�
NEW f2 _ EXISTING
SSCO "EX. FH BUILDING A
RIM =26.0
-- -�' IE =15.55 t'= IY„�
- FF = 26.0
21 LF 6" PVC I6__
I SDR -35 SS 0 2.0% ` - -- r:
'-
s
-. NEW 15' WIDE SANITARY L_..i ;. i+F- --
I _ 'I SEWER EASEMENT ( II _.._ I 904
- -� 1 'x .i SSCO
INSTALL . II . _ RIM 25.1
I� II RIM =25.1
STA 18 +58.00 _Y - 'il - -.. IE =13.67
J 1- 12 "x6" TEE (MJxFL) f 11- _ -.. I
I 1 -6" GATE VALVE (FLxMJ)
._.._" 11 LF 6" D.I. EXTENSION ..__ --------
N
1-FIRE HYDRANT ASSEMBLY B - " -" --
PER CITY OF RENTON SIDS. II
-i SEE DETAIL SHEET C7. I
_ --
CONC. BLOCKING
,_
i INS'TALU - -- _. IX. FIRE HYDRANT - 'If
= STA. 18 +84.00 -- _ _ _ - - - -. _ (10 BE REMOVED)
1 -12 "x10" TEE (MJxFL) - - - - - -" -- - -. -- - 1 _�.__ I� - " -- .' i EX. CAP
1 -10" GATE VALVE (FLxMJ)
x 9&-1 A 6e D -t'o _ - - - - -- --
CONC. BLOCKING BUILDING C 011 511ep5 J` ��. r TE
FF = 26.0 IX EX ' WA R . SSMH I
TO DDCVA INSIDE BUILDING RIMS 23 __y MANHOLES -t-� - EX. ABANDONED WATER LINE
\
SINK DRAIN IE 11.83 8° N �-_ 9 ____
``1]
W
Q
J
C) cc
(j) c')
W
Q m
X o
W Z
Z
Ir
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Z)
a_
Z
Q O
U
W co =
J Q J
M
W TL Z
® z
cl) W
W
Q
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RIM= If
5'�25.5/ IE =11.73 8
jI IE =22.4 ' I I W
x If EX FH 1 I J
9 LF PVC SDR -35 W PfSS ®22 .0% MIN. ' I
_ L II = I I v>
I zN
SEE SHEET 08 FOR - a z
WATER PROFILE a -" a z°
L` g Z
Q 7 N N p
SEE SHEET C10 FOR z
o ao N >
SEWER PROFILE _ -" j m co 00
EX. SSCO N w w
RIM =25.1
- II If IE =12.58 'n c-,
z
1
NEW SSMH 42 3 )I n EXISTING ~ CD C) w >
STA. 61 +10.00 N Y o o v v>
RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
E =1493- ((a" i aj 12.95 (B' N), IE- 12.90 (6" E) f I I FF = 25.0
IE= 12:93 (8" OUT)12.85 (S)
RIMY 26.03SC0 41 I If Ipl EX. FH �\ OF W B
IE= 13.45^ ( I _71 pP�F, h J I Z
z
1 LF 6" PVC sZ.RR
F S.R.3.. e® o0. v. .. ......... s . . . . . . . . ........ .. .. s... ...... e............ ... it . 91 .- .- .- .----- . -. -.� 'o ST'
.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
0)
4
O
z
m
O
W
U
Ili
,. SCANNED OCT 4 2000
. �r r' _
'�"CAIVNE4 (F ,y °u('�-1v -yG -
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b
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C) cc
(j) c')
W
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W Z
Z
Ir
Q
z
Z)
a_
Z
Q O
U
W co =
J Q J
M
W TL Z
® z
cl) W
W
Q
O
RIM= If
5'�25.5/ IE =11.73 8
jI IE =22.4 ' I I W
x If EX FH 1 I J
9 LF PVC SDR -35 W PfSS ®22 .0% MIN. ' I
_ L II = I I v>
I zN
SEE SHEET 08 FOR - a z
WATER PROFILE a -" a z°
L` g Z
Q 7 N N p
SEE SHEET C10 FOR z
o ao N >
SEWER PROFILE _ -" j m co 00
EX. SSCO N w w
RIM =25.1
- II If IE =12.58 'n c-,
z
1
NEW SSMH 42 3 )I n EXISTING ~ CD C) w >
STA. 61 +10.00 N Y o o v v>
RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
E =1493- ((a" i aj 12.95 (B' N), IE- 12.90 (6" E) f I I FF = 25.0
IE= 12:93 (8" OUT)12.85 (S)
RIMY 26.03SC0 41 I If Ipl EX. FH �\ OF W B
IE= 13.45^ ( I _71 pP�F, h J I Z
z
1 LF 6" PVC sZ.RR
F S.R.3.. e® o0. v. .. ......... s . . . . . . . . ........ .. .. s... ...... e............ ... it . 91 .- .- .- .----- . -. -.� 'o ST'
.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
0)
4
O
z
m
O
W
U
Ili
,. SCANNED OCT 4 2000
. �r r' _
'�"CAIVNE4 (F ,y °u('�-1v -yG -
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SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
0)
4
O
z
m
O
W
U
Ili
,. SCANNED OCT 4 2000
. �r r' _
'�"CAIVNE4 (F ,y °u('�-1v -yG -
- n o
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b
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