HomeMy WebLinkAboutS-30170Fr
MERCER
ISLAND
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ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES:
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.
100
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 & 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 %.
OF RNTON
FOR CON WARNING:
OED o� `�
THE UTILITY LOCATIONS SHOWN
�D ARE APPROXIMATE ONLY
O�IE 23357v DEPTH UNKNOWN
w
Qo►ic: rsTeR�O CALL 1- 800 - 424 -5555
jONAL
D(FIRES: 3,a<,o3 lALjNjNjNjNJAjf
C` S 3m e�vF SCANNED SFP 1 12002
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
4D8.91
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
407.75
411.8
13
30
404.99
409.0
43
15
406.84
410.8
14
30
402.65
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
400432
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:
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.
100
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 & 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 %.
OF RNTON
FOR CON WARNING:
OED o� `�
THE UTILITY LOCATIONS SHOWN
�D ARE APPROXIMATE ONLY
O�IE 23357v DEPTH UNKNOWN
w
Qo►ic: rsTeR�O CALL 1- 800 - 424 -5555
jONAL
D(FIRES: 3,a<,o3 lALjNjNjNjNJAjf
C` S 3m e�vF SCANNED SFP 1 12002