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STS 3 +51.22, 80.70 RT !
STA: 3 +70.28, 10.04 RT ; i
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A PORTION OF THE NW 1/40F THE
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CITY OF RENTON,
KING
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WASHINGTON
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tSTA: 2 +32.728.91 L FF= 422
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0 PU LlG SIOR_M_p AINAGE EASEMENT
426 \
N 88'23'14" W 342.00'
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PLAN VIEW
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STS 3 +51.22, 80.70 RT !
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1" = 40'
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g's
RIM= 417.10 w /SOLID LING LiD
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E
R.O.W
3 +67.33,
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I I I ABANDON EX. SEPTIC DRAINFIELD PER HEALTH
❑ TRg DEPARTMENT STANDARDS LOT #21 & DEMOLISH
I (' HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
En
Uni
II
EXTEND EX. DRIVEWAY
j C TO R.O.W. PROVIDED 15 WIDE TYPE 1
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1 j 1 REMOVE EX. DRIVEWAY
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I I I ABANDON EX. SEPTIC DRAINFIELD PER HEALTH
❑ TRg DEPARTMENT STANDARDS LOT #21 & DEMOLISH
I (' HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
En
Uni
II
EXTEND EX. DRIVEWAY
j C TO R.O.W. PROVIDED 15 WIDE TYPE 1
I I I CEMENT CONCRETE DRIVEWAY ENTERANCE
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1 j 1 REMOVE EX. DRIVEWAY
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29
1 +06
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409.54
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STA:
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409.96
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410.01
415.41
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4
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OF
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R.O.W
3 +67.33,
31.00'
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5.00'
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STA:
4 +33.60,
31.00'
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1
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= 419.201 (
1 +13
STA:
!
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IPVI ELEV
4 +40
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LT
412.23
414.75
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420.49
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414.84
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1417.62
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S
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STA:
6 +79.85,
31.00'
RT
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CB 17,1
3
TYPE 1
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15.22
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L Ko
f
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CB 14,
TYPE 1
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RIM= 1119.91
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LOCKING
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15.22'
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RU GRAtfE
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IE= 41,5.75
6"v
12 ",0
IN (N) IE = 14.91 8"O OUT
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417.06
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417.64
5.00' RT
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RIM? 418.41
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410.59
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BENCHMARK o +80
CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340
FEET (121.719 METERS)
1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 3 +60 4 +00 4 +40 4 +80 5 +20 5 +60
f>
20 7 +60 8 +00
m
REVISION
' S -
,
BARRIER FREE CURB CUT
SEE DETAIL SHEET C -13
INT'X STA: 8 +11.29 NE 2ND PLACE _
STA: 26 +26.46 JERICHO AVENUE NE
-I
4' 4
>rcvel
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
SANITARY SEWER PIPE TABLE
428 Q 114 LF 8" PVC SDR 35 D3034 0 0.50%
T 3 153 LF 8 PVC SDR 35 D3034 0 0.50%
O
426 4 297 LF 8" PVC SDR 35 D3034 @ 1.50%
O
424
SANITARY SEWER SERVICE TABLE
422
420
418
416
414
412
410
408
LOT
STUB
STATION
STATION AT
MAIN
STATION AT END OF
SERVIC E
IE AT
MAIN
IF END
OF
SERVIC E
29
1 +06
STA:
2 +12.57,
3.42'
RT
STA:
2 +06.89,
31.00'
LT
409.54
416.42
20
0 +56
STA:
2 +77.25,
5.00'
RT
STA:
2+ 77.25,
31.00'
RT
409.96
413.86
27
0 +67
STA:
2 +87.70,
5.00'
RT
STA:
2 +87.70,
31.00'
LT
410.01
415.41
26
0 +88
STA:
3 +07.70,
5.00'
RT
STA:
3 +07.70,
31.00'
LT
410.11
414.43
16
0 +00
STA:
3 +70.28,
10.04'
RT
STA:
3 +67.33,
31.00'
RT
410.63
413.77
15
0 +44
STA:
4 +10.60,
5.00'
RT
STA:
4 +10.60,
31.00'
RT
411.12
413.98
14
0 +67
STA:
4 +33.60,
5.00'
RT
STA:
4 +33.60,
31.00'
RT
411.54
414.01
25
1 +13
STA:
4 +79.60,
5.00'
RT
STA:
4 +79.60,
31.00'
LT
412.23
414.75
24
1 +35
STA:
5 +01.94,
5.00'
RT
STA:
5+ 01.94;
31.00'
LT
412.56
416.16
13
1 +67
STA:
5 +33.60,
5.00'
RT
STA:
5 +33.60,
31.00'
RT
413.04''
415.64
12
1 +87
STA:
5 +53.60,
5.00'
RT
STA:
5 +53.60,
31.00'
RT
413.34
417.24
23
2 +33
STA:
5 +99.60,
5.00'
RT
STA:
5 +99.60,
31.00'
LT
414.03
418.35
22
2 +55
STA:
6-1-21.94,
5.00'
RT
STA:
6 +21.94,
31.00'
L T
414.37
420.49
11
2 +87
STA:
6 +53.60,
5.00'
RT
STA:
6 +53.60,
31.00'
RT
414.84
418.74
4
0 +00
STA:
6 +63.60,
5.00'
RT
STA:
6 +79.85,
31.00'
RT
415.04
422.84
21
0 +00
1 STA:
6 +63.60, 5.00'
RT
STA:
6 +91.24,
31.00'
L
415.04
1 422.24
406
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396
Cl TY OF REN TON
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DEPARTMENT OF PUBLIC WORKS
394
BECLAN PLACE
SANITARY SEWER PLAN AND PROFILE
NE 2ND PLACE
DESIGNED: BAS
DATE: 04/14/08
FILE NAME: 05057 -015
DRAWN: TAS
SCALE: 1" = 40'
FIELD BOOK; PAGE:
CHECKED: BAS
APPROVED:
SHEET: C -15 OF: 23 :!
BY
APPR.
DATE
DIRECTOR OF PUBLIC WORKS