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CITY OF RENTON
KING COUNTY,
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SSMH 6, TYPE 148'4
STA: 2 +31.51, 58.50 LT
INSTALL 12 °0 CAP
STA: 5 +05.85, 143.98 LT
P T FF= 421.0
2 1 L
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12.50' PUBLIC STORM DRAINAGE EASEMENT
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STA: 1 +15.00, 5.DO' RT4 A40&
RIM = 447:64 w /SOLID'E
IE = Q8.92 8'0 IN (E) 4
IE = 488.82 8.0 OUT (S) BARRIER FREE CURB CUT
SEE DETAIL SHEET C -13
3TA: 1 +45.80, 14.22 RT
SANITARY SEWER STUB ENCASEMENT
SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN
CONCRETE 5 EITHER SIDE OF THE CROSSING WTH THE 12 "0 WATER
MAIN.
5- 344610
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BECLAN
IAKA
BECLAN
PLACE] - MINOR AMENDMENT
A PORTION OF THE NW
% OF THE
NE %4 OF SEC.
15, TWP. 23N., RGE. 5E., W.Mw
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x /SOLCKING IT UD
CITY OF RENTON
KING COUNTY,
WASHINGTON
29
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30' Douglas Fl
SSMH 6, TYPE 148'4
STA: 2 +31.51, 58.50 LT
INSTALL 12 °0 CAP
STA: 5 +05.85, 143.98 LT
P T FF= 421.0
2 1 L
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RIM= 419.73 w /SOUD LOCKING UD
It = 413.16 8 "0 IN (N)
IE= 417.00, 17'0
12.50' PUBLIC STORM DRAINAGE EASEMENT
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It = 413.06 8'6 OUT (SW)
TO THE CITY OF RENTON
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26
ood F ce
N 88. 23'14" W 342.00' TEMPORARY 5'1
Wood
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STA: 4*0211 "
HIGH POINT E}EV a19.00
1
LOW POINT STA 4+14.89 $
2A0�.�0 Ci
1 FF= 423.0
FF= 424.0
I I FF= 426.0
FF= 427.0
396
CB 16, TYPE 1
B 17, TYPE 1
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FOR SANITARY SEWER ASBUILT INFORMATION
STA: 5 +05.85,
MEN
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BARRIER FREE CURB CUT
SEE SHEETS C -4 THRU C -8.
N'.N".
15.22 LT
115.22 LT
I
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1 +21.21, 31.23 RT
+00 NF 2ND PI ACF =
0
STA: 1 +15.00, 5.DO' RT4 A40&
RIM = 447:64 w /SOLID'E
IE = Q8.92 8'0 IN (E) 4
IE = 488.82 8.0 OUT (S) BARRIER FREE CURB CUT
SEE DETAIL SHEET C -13
3TA: 1 +45.80, 14.22 RT
SANITARY SEWER STUB ENCASEMENT
SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN
CONCRETE 5 EITHER SIDE OF THE CROSSING WTH THE 12 "0 WATER
MAIN.
5- 344610
0
n
BECLAN
IAKA
BECLAN
PLACE] - MINOR AMENDMENT
A PORTION OF THE NW
% OF THE
NE %4 OF SEC.
15, TWP. 23N., RGE. 5E., W.Mw
D LO411N
x /SOLCKING IT UD
CITY OF RENTON
KING COUNTY,
WASHINGTON
29
'
�` /
�
w
30' Douglas Fl
SSMH 6, TYPE 148'4
STA: 2 +31.51, 58.50 LT
INSTALL 12 °0 CAP
STA: 5 +05.85, 143.98 LT
P T FF= 421.0
2 1 L
��
_ _
RIM= 419.73 w /SOUD LOCKING UD
It = 413.16 8 "0 IN (N)
IE= 417.00, 17'0
12.50' PUBLIC STORM DRAINAGE EASEMENT
-
l
3 J
It = 413.06 8'6 OUT (SW)
TO THE CITY OF RENTON
k
1 i \
26
ood F ce
N 88. 23'14" W 342.00' TEMPORARY 5'1
Wood
C F a.
24
.'S'SMH
E 1 48'0 1 1
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FF= 419.0
as
PLAN VIEW
1" = 40'
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ABANDON EX SEPTIC DRAINRELD PER HEALTH 1�
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RIM=
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HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
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428.
It =
8 0 WT (YQ 409.45
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34" Cedar
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STA: 4*0211 "
HIGH POINT E}EV a19.00
1
LOW POINT STA 4+14.89 $
2A0�.�0 Ci
1 FF= 423.0
FF= 424.0
I I FF= 426.0
FF= 427.0
396
CB 16, TYPE 1
B 17, TYPE 1
I
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FOR SANITARY SEWER ASBUILT INFORMATION
STA: 5 +05.85,
STA: 5 +47.00,
MI,°p O
BARRIER FREE CURB CUT
SEE SHEETS C -4 THRU C -8.
N'.N".
15.22 LT
115.22 LT
I
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_____
___
SS STUB ASBUILT NOTE:
/
CB 12A TYP 2 48 CB 15 TYPE 1 - - -- -
STA: 3 +46. 14.22 RT I STA: 4 +14.89, - - - - -- - --
CB 15P TYP 1 15.54 gT
STA: 4 +14.89, H TYPE .- CB 18 TYPE 1 10' PRIVATE UTILIIIES E SEMENT
26.00 RT STA: 70.28, 10.04" RT417.60 STA: 5 +47.00, I i BECLAN PLACE HOA
RIM= w /SOLID LOCKING D 15.22 RT
I It = 8 "0 IN (E) 410
It = 41&368 "0 OUT (NW) 410 4
15 14 IE = 410.55 s 013(sw)
11 I 10 9 8
FF= 419_0 FF= 419.0 I FF= 420.0 FF121.0 FF= 424.0
1
FF= 423.0
I 1 FF= 426.0 FF= 427.0
GRAPHIC SCALE
w 0 20 .0 eo ISO
MIL JMMEL-
( IH FEET )
I inch = 40 It
t l k.'
Grhvel CB 22 TYPE 1
STA: 27 +70.98, 17.22 LT
✓
VERTICAL DATUM
ABANDON EX SEPTIC DRAINRELD PER HEALTH 1�
1
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DEPARTMENT STANDARDS
LOT #21 & DEMOLISH
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HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
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LOW POINT DEV btt.3e °
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HIGH POINT E}EV a19.00
1
LOW POINT STA 4+14.89 $
< CENTERLINE OF R.0 W
SD ASBUILT NOTE:
396
CITY OF RENTON, NAVD 88
O :n
FOR SANITARY SEWER ASBUILT INFORMATION
426.
PO TI3
MI,°p O
BARRIER FREE CURB CUT
SEE SHEETS C -4 THRU C -8.
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SEE DETAIL SHEET C -13
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SS STUB ASBUILT NOTE:
426
ri w CB 9A TYPE 2 48 0 m
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Ph ELEV - 417.00
m �'
`� F NISHED PROFILE
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INTX STA: 8 +11.29 NE 2ND PLACE _
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STA: 26 +26.46 JERICHO AVENUE NE
SANITARY SEWER SERMCE STAB INVERTS ARE
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fOt :
I
a STA: 1 +21.21, 31 23' RY
KAM IWEAR THE W OF THE ASST STUB.
m
W
CENTERLINE OF R
O.W
THE INVERT ELEVATIONS WHERE PROVDfD BY THE
N
N!N N
COMTRACRIR NO THE LOCATIONS OF THE STUBS
Gr
SSMH N. TYPE 1 48'0
WHERE FELD LOCATED BY SURVEY.
-
LPN
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m K = '70.00
CB #128, TYPE, 48 "0
STA: 7 +20.00, 5.00' RT
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RIM= 42&35 w /SOLID LOCKING 425.44
+
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°
N°
It = 415:93 6'0 IN (NF, SE)415.64
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olt
It = 416.78 8 "0 OUT (W)415.57
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BENCHMARK
CITY OF RENTON BENCHMARK 12104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION CALL 48 HOURS
SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340
FE ASBUILT DRAWING BEFORE YOU DIG
FEET (121.1.719 METERS) 1- 800 - 424 -5555
O
z
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO, I REVISION
OF t: 5-34- /0
SANITARY SEWER PIPE TABLE
2 ELF 8' PVC SDR 35 D3034 O 0.50%
(1 ) 153 LF 8' PVC SDR 35 D3034 08.68% 0.45%
® � LF 87 PVC SDR 35 D3034 O 1.58% 1.48%
VERTICAL DATUM
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396
CITY OF RENTON, NAVD 88
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426.
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426
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v
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Ph ELEV - 417.00
m �'
`� F NISHED PROFILE
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a STA: 1 +21.21, 31 23' RY
< ELEV �= 419.201
m
CENTERLINE OF R
O.W
N
N!N N
424 <
IE 411.40 12" Q IN (NE) m
LPN
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m K = '70.00
CB #128, TYPE, 48 "0
+
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°
N°
424
! z o IE 411.40 12"0 OUT (S)
I
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422
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IE= 412.54 12"0 IN (E)
-
3941
IE= 41254120 OUT(NW)
/
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a
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420
m N�
394
0 +80
1 +20
1 +60
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2 +40
2 +80
3 +20
420
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4 +40
4+80
5 +20
5+60
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414 SD 5.0.55%
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671F 12"0 CPEP SD ®0.55%
120LF 12"0 CPEP SD
LF 8 0 SS
®
414
It = 421 17 6'0 (51��
TYPE 1
SSMH
TYPE
48'0
412'
0,45% STA: 5 +47.00, 15.22' LT
STA:
STA: 7
20.00,
.00 RT
412
1 1 153 LF 8"01 SS 0 9 5BW- RIM= 419.91
RIM=
w
OIJD LOCKING
LD425.44
®'&`' 'CB 14 TYPE 1 1 =
410..
O ]STA: 4 +14.89, 15.54 LT. IE= 415.75 12'$ OUT (W)
_
It =
8'0
OUT (
415.57
410
CURB THRU GRATE
408
". : 'RIM= 41706
408
3
- IE- 41123 8 V IN (N)
jSSMH 2 TYPE 148 "0 IE= 412 90 12 01IN (E)
406
CB 9I TYPE 2 48 "0 STA. 2 +19.67 0.95' RT' CB #18, TYPE 1
406
5+47. ''.1
STA: 1 +45.80, 14.22 ''RT RIM= 418:95 wAOUD LOCKING LID419.06', IE= 41790 12 °010UT (W)
RIM ".417.40 IE _499:59 B "0 IN (SE, NE) 40.55 ". RIM:
404
", IE= 415.91 12 "0 OUT N
"'
404
IE 411.57 12 "0 OUT (SW) CB 16, TYPE 1
STA:'„ 3 +70.28, 10.04 RT STA: 4414.89, 15.54' RT
CB 12 TYPE 2 48'0 RIM= *A%,''w SOUO LOCKING LID417,60 ]CURB THRU GRATE STA: 5 +05.856 15.22' LT
402
RIM= 418.67 1
". STA 2 +19.65, 1422 RTI IE - 418536 "0 IN SW) 410.55 RIM= 417.06
MH 1 TYPE 1148 "0 "0 IE 414.79 12 "0 IN (E)
(E)
�2
TRIM 418.69 IE a 419.468 IN 41034 IE= 41339 80IN (S)
"0
STA: 1 +15.00 5.00' RT 1 IE 414.79 12 IN (N
400
RIM= 4i-He w /SQUD LOCKING UD 417.25 IE= 411.94 12p'0 'I, IN (SE)',,,, 1 IE 414.79 12 °0 OUT (W)
400
',...
It = 48892 8 "0 IN (E) wa93 ",, IE= 41194 12"Oi, OUT (W) ! NE 2ND �PLACEI'.. PROFILE
398
398
'.... SCALE 1' = 40' HORZ
BENCHMARK
CITY OF RENTON BENCHMARK 12104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION CALL 48 HOURS
SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340
FE ASBUILT DRAWING BEFORE YOU DIG
FEET (121.1.719 METERS) 1- 800 - 424 -5555
O
z
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO, I REVISION
OF t: 5-34- /0
SANITARY SEWER PIPE TABLE
2 ELF 8' PVC SDR 35 D3034 O 0.50%
(1 ) 153 LF 8' PVC SDR 35 D3034 08.68% 0.45%
® � LF 87 PVC SDR 35 D3034 O 1.58% 1.48%
VERTICAL DATUM
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396
396
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0 +80
1 +20
1 +60
2 +00
2 +40
2 +80
3 +20
3 +60
4+DO
4 +40
4+80
5 +20
5+60
6 +00
6 +40
6 +80
7 +20
7 +60
8 +00
BENCHMARK
CITY OF RENTON BENCHMARK 12104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION CALL 48 HOURS
SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340
FE ASBUILT DRAWING BEFORE YOU DIG
FEET (121.1.719 METERS) 1- 800 - 424 -5555
O
z
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO, I REVISION
OF t: 5-34- /0
SANITARY SEWER PIPE TABLE
2 ELF 8' PVC SDR 35 D3034 O 0.50%
(1 ) 153 LF 8' PVC SDR 35 D3034 08.68% 0.45%
® � LF 87 PVC SDR 35 D3034 O 1.58% 1.48%
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1915 S 3mrH STREET B (253) 222-N53
03•0l • /3 "maw WAY, WA 9 A440.*1S1dd1W
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
SANITARY SEWER PLAN AND PROFILE
NE 2ND PLACE
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C15H
DRAWN: TAS
CHECKED: BAS SCALE: 1' - 40' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C- 15HOF: 25
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1915 S 3mrH STREET B (253) 222-N53
03•0l • /3 "maw WAY, WA 9 A440.*1S1dd1W
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
SANITARY SEWER PLAN AND PROFILE
NE 2ND PLACE
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C15H
DRAWN: TAS
CHECKED: BAS SCALE: 1' - 40' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C- 15HOF: 25