HomeMy WebLinkAboutS-301713itftmft*ft
U)
Q
0-0
6
-i: Q
-M
�
L,.i
oc
c
_v
0
aNQ
Z
z
C7
w
�
1
a
Z
W d :5
� W
N3
wW
oU)
Z}
=Q
0z
=Q
N
00
�o
U
��.
...L O
�0
o�
0E
\E_
�N
c
v v
a�
U)
Q
0-0
6
-i: Q
�
L,.i
o
c
_v
0E
\E_
�N
c
v v
a�
(Uj
s s
w w 0
i n N
N r•
O O
� LA-
� N
00
0 0
U U
2 z
N � Z
4
S.W. 1/4, SEC
RENTON,
c L-7 t ji
,......... s,.. _ ......
I
399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
+W
SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
T.E. 433.94
LE. 425.94 W
•'
� L
I� s
tel:
N �
i
} x a
1
I
_ - - ..... - --------- -_..__
j 1 T.E. 419.90
LE +i-}9@- S
1 °jkx�
I.E. 398:�639�. ��
4W LF Ir PVC
I.E. 398ri 3, S =A: , Qa2T
154TH AVE. SE I 30' I 30'
STA. 50 +00.00
.................. I I
it
1
1'
f:
1. r
-
w i
I
r _
�vr, r
VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
CJ
I$
0
�l
Z
1
z
o
Lei
6
�
Of
0
aNQ
Z
o
(Uj
s s
w w 0
i n N
N r•
O O
� LA-
� N
00
0 0
U U
2 z
N � Z
4
S.W. 1/4, SEC
RENTON,
c L-7 t ji
,......... s,.. _ ......
I
399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
+W
SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
T.E. 433.94
LE. 425.94 W
•'
� L
I� s
tel:
N �
i
} x a
1
I
_ - - ..... - --------- -_..__
j 1 T.E. 419.90
LE +i-}9@- S
1 °jkx�
I.E. 398:�639�. ��
4W LF Ir PVC
I.E. 398ri 3, S =A: , Qa2T
154TH AVE. SE I 30' I 30'
STA. 50 +00.00
.................. I I
it
1
1'
f:
1. r
-
w i
I
r _
�vr, r
VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
CJ
I$
0
�l
Z
1
z
o
Lei
6
�
Of
a
�
o
W
a
(Uj
s s
w w 0
i n N
N r•
O O
� LA-
� N
00
0 0
U U
2 z
N � Z
4
S.W. 1/4, SEC
RENTON,
c L-7 t ji
,......... s,.. _ ......
I
399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
+W
SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
T.E. 433.94
LE. 425.94 W
•'
� L
I� s
tel:
N �
i
} x a
1
I
_ - - ..... - --------- -_..__
j 1 T.E. 419.90
LE +i-}9@- S
1 °jkx�
I.E. 398:�639�. ��
4W LF Ir PVC
I.E. 398ri 3, S =A: , Qa2T
154TH AVE. SE I 30' I 30'
STA. 50 +00.00
.................. I I
it
1
1'
f:
1. r
-
w i
I
r _
�vr, r
VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
CJ
I$
0
�l
Z
1
z
o
Lei
6
�
Of
a
a
N
0
o
Q
,0
clq
v
ao
m
(Uj
s s
w w 0
i n N
N r•
O O
� LA-
� N
00
0 0
U U
2 z
N � Z
4
S.W. 1/4, SEC
RENTON,
c L-7 t ji
,......... s,.. _ ......
I
399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
+W
SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
T.E. 433.94
LE. 425.94 W
•'
� L
I� s
tel:
N �
i
} x a
1
I
_ - - ..... - --------- -_..__
j 1 T.E. 419.90
LE +i-}9@- S
1 °jkx�
I.E. 398:�639�. ��
4W LF Ir PVC
I.E. 398ri 3, S =A: , Qa2T
154TH AVE. SE I 30' I 30'
STA. 50 +00.00
.................. I I
it
1
1'
f:
1. r
-
w i
I
r _
�vr, r
VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
CJ
I$
0