HomeMy WebLinkAboutS-334302MATCHLINE SHEET 4
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST - - , -- - -- - �' -
I I I
o t'7 0 f05L POV(G1661Nk
NCS(f U7'1 S'(0. 06'fAil,
4Z C7 38 LF. 6"
[L PVC SIDE
SEWER 0 2R MIN
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9
57'
10' ROW DEEDED
TO CITY OF RENTON
SS CO
RIM = 433.01
I.E. = 427.30
40
I I I I
q� I
CONTRACTOR SHALL REPAIR /REPLACE ALL EXISTING PRIVATE I ,N
� I
WATER SERVICE LINES WITHIN OUEEN AVE NE AND SHALL MAINTAIN
WATER SERVICE TO RESIDENTS AT ALL TIMES.
I I Y" Z
_r
38 LF. 6'
PVC SIDE
SEWER 0 2% MIN
4
-E* EP EP- - - - - -- _--- - - - - --
a,W
EX EP
..60.
�-(2) NEW 3/4" SS C0—/
WATER METER RIM = 434.01
I.E. = 427.56
55'
EX E.P.
SS CO
RIM = 433.01
I.E. = 427.30
LOT 3
I I b
,'? I is N
sI
NEW SS MH #2
MH TYPE I - 48"
T I RIM 435.0±
E 426.28 (OUT)
38 LF. 6" �-335 LF. 8" PVC 38 LF. 6" o_ I I.E. = 426.38 (IN)
PVC S
SEWERI E 2r. MIN GIUEEN AVE N.E. SAN SEWER 0 .5% SEWER IDE
0 2E MIN I INTERSECTS N.E. 12TH ST
_ I� QUEEN AVE N.E.
STA 0 +00
a C/L ROW _ -- - - - - - EX P.P. ��
23 LF.1
8" D
-- - -_ - EX wM - -B I
— -
INSTALL: 1-8'x8" TEE (Flx) )
"
e
- _ is r ,a . -. 3 -8" G.V. (FLxMJ CS
219 LF. 8" D.I. SAWCUT LINE IX WATER METERS '� " 2-8 TRANSITION COUPLINGS (4T TO DI)
TO REMAIN I CONCRETE BLOCKING
EX WATER
75' S U.16'09* E 210.00' 80 VALVE
LN6 is 'm
J� '. Wi&) .I INSTALL: TEE (MJzFL)
(2) NEW 3/4\— SS CO SS GO J - EX TEL. I 1 -6" G.V. E (MJ)
WATER METER RIM = 434.0± RIM = 26.71 � -BOX I I 1 -FIRE ASSEMBLY
I.E. = 427.12 I I.E. = 426.71
I I PER CITY STD I
LOT 2 I LOT
EX B" CAST IRON WATER MAIN
f I
I
I
I I I
I I I
I I
I
I .
440 _ ... .. .. .... ... .. ..
EX GRADE 0 CENTERLINE OF ROAD - -
`:. ..435
435 — ... _ .. ............. .;.. ..
- -
GAP. WIT1-1 -: -- - - - - -
BLOWOFF AS ... :.. .. .. _ :35". MIN. COVER: ..: ....... ... :: : :
8x8" ::_. :. !_. :: .:. ..... ......... .. .....,. ....:
8 ..430 --
430 — ....... ...... ..... .. ... ... ... .. ..
:WATER
— ..
u(st GROh "DC fl WATER MAIN
(,1lSxQ�,
425 ..-
425
S.S. H �3 L335 LF 8" PVC SAN. SE
NEW WER 0 0:5z ..
STA.13 +57 5.5'RT NEW SS : MH J2
TYPE I: - 48° MH TYPE I 48"
RIM -4350±
RIM 432.5f (MATCH IX GRADE): I E - '426 28 OUT) . .
I.E. 428.06 ..... .... ... .... : ..
10b
1�
— w
����oivaG
exeh�
ROLL
2-Vii
xora'a
GRAPHIC SCALE
20 0 10 A b ep
( IN FEET )
1 inch = 20 ft
540934302m
RECOMMENDED FOR APPROVAL
Date: a 6
Y. date:
By, Date: LD /0-06
g12i0,� CITY OF RENTON
C)EPAFiTMENT OF PUBLIC WORKS
Queen Ave NE Water and
Sewer Extension Plan
DESIGNED DATE 1/10/06 PLE NO.
CHECKED SCALE 1" -
.. .. APPROVED
CD'W 334101 SC,ANM JUMS$2�i
'r
W
�ry 1
1N-8 x6 TEE FL z MJ
o t 9 1
1 -6" G.V. FL X MJ)
co Q 1
7 -LF. 6" D.L.
W P
CONCRETE BLOCKING RIM = 432.5±
�[Z C 1
I.E. - 428.06
n
®z
C) 3
E1� "I
r 2
L
E-
W Li
L) \
rn
c
'v
m
rn
c
a
o
o ao�
�
Z
o °
o N
0
E
p0
Q U
a a
9
57'
10' ROW DEEDED
TO CITY OF RENTON
SS CO
RIM = 433.01
I.E. = 427.30
40
I I I I
q� I
CONTRACTOR SHALL REPAIR /REPLACE ALL EXISTING PRIVATE I ,N
� I
WATER SERVICE LINES WITHIN OUEEN AVE NE AND SHALL MAINTAIN
WATER SERVICE TO RESIDENTS AT ALL TIMES.
I I Y" Z
_r
38 LF. 6'
PVC SIDE
SEWER 0 2% MIN
4
-E* EP EP- - - - - -- _--- - - - - --
a,W
EX EP
..60.
�-(2) NEW 3/4" SS C0—/
WATER METER RIM = 434.01
I.E. = 427.56
55'
EX E.P.
SS CO
RIM = 433.01
I.E. = 427.30
LOT 3
I I b
,'? I is N
sI
NEW SS MH #2
MH TYPE I - 48"
T I RIM 435.0±
E 426.28 (OUT)
38 LF. 6" �-335 LF. 8" PVC 38 LF. 6" o_ I I.E. = 426.38 (IN)
PVC S
SEWERI E 2r. MIN GIUEEN AVE N.E. SAN SEWER 0 .5% SEWER IDE
0 2E MIN I INTERSECTS N.E. 12TH ST
_ I� QUEEN AVE N.E.
STA 0 +00
a C/L ROW _ -- - - - - - EX P.P. ��
23 LF.1
8" D
-- - -_ - EX wM - -B I
— -
INSTALL: 1-8'x8" TEE (Flx) )
"
e
- _ is r ,a . -. 3 -8" G.V. (FLxMJ CS
219 LF. 8" D.I. SAWCUT LINE IX WATER METERS '� " 2-8 TRANSITION COUPLINGS (4T TO DI)
TO REMAIN I CONCRETE BLOCKING
EX WATER
75' S U.16'09* E 210.00' 80 VALVE
LN6 is 'm
J� '. Wi&) .I INSTALL: TEE (MJzFL)
(2) NEW 3/4\— SS CO SS GO J - EX TEL. I 1 -6" G.V. E (MJ)
WATER METER RIM = 434.0± RIM = 26.71 � -BOX I I 1 -FIRE ASSEMBLY
I.E. = 427.12 I I.E. = 426.71
I I PER CITY STD I
LOT 2 I LOT
EX B" CAST IRON WATER MAIN
f I
I
I
I I I
I I I
I I
I
I .
440 _ ... .. .. .... ... .. ..
EX GRADE 0 CENTERLINE OF ROAD - -
`:. ..435
435 — ... _ .. ............. .;.. ..
- -
GAP. WIT1-1 -: -- - - - - -
BLOWOFF AS ... :.. .. .. _ :35". MIN. COVER: ..: ....... ... :: : :
8x8" ::_. :. !_. :: .:. ..... ......... .. .....,. ....:
8 ..430 --
430 — ....... ...... ..... .. ... ... ... .. ..
:WATER
— ..
u(st GROh "DC fl WATER MAIN
(,1lSxQ�,
425 ..-
425
S.S. H �3 L335 LF 8" PVC SAN. SE
NEW WER 0 0:5z ..
STA.13 +57 5.5'RT NEW SS : MH J2
TYPE I: - 48° MH TYPE I 48"
RIM -4350±
RIM 432.5f (MATCH IX GRADE): I E - '426 28 OUT) . .
I.E. 428.06 ..... .... ... .... : ..
10b
1�
— w
����oivaG
exeh�
ROLL
2-Vii
xora'a
GRAPHIC SCALE
20 0 10 A b ep
( IN FEET )
1 inch = 20 ft
540934302m
RECOMMENDED FOR APPROVAL
Date: a 6
Y. date:
By, Date: LD /0-06
g12i0,� CITY OF RENTON
C)EPAFiTMENT OF PUBLIC WORKS
Queen Ave NE Water and
Sewer Extension Plan
DESIGNED DATE 1/10/06 PLE NO.
CHECKED SCALE 1" -
.. .. APPROVED
CD'W 334101 SC,ANM JUMS$2�i
'r
55'
EX E.P.
SS CO
RIM = 433.01
I.E. = 427.30
LOT 3
I I b
,'? I is N
sI
NEW SS MH #2
MH TYPE I - 48"
T I RIM 435.0±
E 426.28 (OUT)
38 LF. 6" �-335 LF. 8" PVC 38 LF. 6" o_ I I.E. = 426.38 (IN)
PVC S
SEWERI E 2r. MIN GIUEEN AVE N.E. SAN SEWER 0 .5% SEWER IDE
0 2E MIN I INTERSECTS N.E. 12TH ST
_ I� QUEEN AVE N.E.
STA 0 +00
a C/L ROW _ -- - - - - - EX P.P. ��
23 LF.1
8" D
-- - -_ - EX wM - -B I
— -
INSTALL: 1-8'x8" TEE (Flx) )
"
e
- _ is r ,a . -. 3 -8" G.V. (FLxMJ CS
219 LF. 8" D.I. SAWCUT LINE IX WATER METERS '� " 2-8 TRANSITION COUPLINGS (4T TO DI)
TO REMAIN I CONCRETE BLOCKING
EX WATER
75' S U.16'09* E 210.00' 80 VALVE
LN6 is 'm
J� '. Wi&) .I INSTALL: TEE (MJzFL)
(2) NEW 3/4\— SS CO SS GO J - EX TEL. I 1 -6" G.V. E (MJ)
WATER METER RIM = 434.0± RIM = 26.71 � -BOX I I 1 -FIRE ASSEMBLY
I.E. = 427.12 I I.E. = 426.71
I I PER CITY STD I
LOT 2 I LOT
EX B" CAST IRON WATER MAIN
f I
I
I
I I I
I I I
I I
I
I .
440 _ ... .. .. .... ... .. ..
EX GRADE 0 CENTERLINE OF ROAD - -
`:. ..435
435 — ... _ .. ............. .;.. ..
- -
GAP. WIT1-1 -: -- - - - - -
BLOWOFF AS ... :.. .. .. _ :35". MIN. COVER: ..: ....... ... :: : :
8x8" ::_. :. !_. :: .:. ..... ......... .. .....,. ....:
8 ..430 --
430 — ....... ...... ..... .. ... ... ... .. ..
:WATER
— ..
u(st GROh "DC fl WATER MAIN
(,1lSxQ�,
425 ..-
425
S.S. H �3 L335 LF 8" PVC SAN. SE
NEW WER 0 0:5z ..
STA.13 +57 5.5'RT NEW SS : MH J2
TYPE I: - 48° MH TYPE I 48"
RIM -4350±
RIM 432.5f (MATCH IX GRADE): I E - '426 28 OUT) . .
I.E. 428.06 ..... .... ... .... : ..
10b
1�
— w
����oivaG
exeh�
ROLL
2-Vii
xora'a
GRAPHIC SCALE
20 0 10 A b ep
( IN FEET )
1 inch = 20 ft
540934302m
RECOMMENDED FOR APPROVAL
Date: a 6
Y. date:
By, Date: LD /0-06
g12i0,� CITY OF RENTON
C)EPAFiTMENT OF PUBLIC WORKS
Queen Ave NE Water and
Sewer Extension Plan
DESIGNED DATE 1/10/06 PLE NO.
CHECKED SCALE 1" -
.. .. APPROVED
CD'W 334101 SC,ANM JUMS$2�i
'r
440 _ ... .. .. .... ... .. ..
EX GRADE 0 CENTERLINE OF ROAD - -
`:. ..435
435 — ... _ .. ............. .;.. ..
- -
GAP. WIT1-1 -: -- - - - - -
BLOWOFF AS ... :.. .. .. _ :35". MIN. COVER: ..: ....... ... :: : :
8x8" ::_. :. !_. :: .:. ..... ......... .. .....,. ....:
8 ..430 --
430 — ....... ...... ..... .. ... ... ... .. ..
:WATER
— ..
u(st GROh "DC fl WATER MAIN
(,1lSxQ�,
425 ..-
425
S.S. H �3 L335 LF 8" PVC SAN. SE
NEW WER 0 0:5z ..
STA.13 +57 5.5'RT NEW SS : MH J2
TYPE I: - 48° MH TYPE I 48"
RIM -4350±
RIM 432.5f (MATCH IX GRADE): I E - '426 28 OUT) . .
I.E. 428.06 ..... .... ... .... : ..
10b
1�
— w
����oivaG
exeh�
ROLL
2-Vii
xora'a
GRAPHIC SCALE
20 0 10 A b ep
( IN FEET )
1 inch = 20 ft
540934302m
RECOMMENDED FOR APPROVAL
Date: a 6
Y. date:
By, Date: LD /0-06
g12i0,� CITY OF RENTON
C)EPAFiTMENT OF PUBLIC WORKS
Queen Ave NE Water and
Sewer Extension Plan
DESIGNED DATE 1/10/06 PLE NO.
CHECKED SCALE 1" -
.. .. APPROVED
CD'W 334101 SC,ANM JUMS$2�i
'r
ROLL
2-Vii
xora'a
GRAPHIC SCALE
20 0 10 A b ep
( IN FEET )
1 inch = 20 ft
540934302m
RECOMMENDED FOR APPROVAL
Date: a 6
Y. date:
By, Date: LD /0-06
g12i0,� CITY OF RENTON
C)EPAFiTMENT OF PUBLIC WORKS
Queen Ave NE Water and
Sewer Extension Plan
DESIGNED DATE 1/10/06 PLE NO.
CHECKED SCALE 1" -
.. .. APPROVED
CD'W 334101 SC,ANM JUMS$2�i
'r