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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BECLAN PLACE
A PORTION OF THE NW 1/4 OF THE
NE 1/40F
SEC.
15, TWP. 23N., RGE. 5E., W.M.
CITY
OF
RENTON,
KING
COUNTY,
WASHINGTON
2ND AVENUE NE
SEE SHEET C-17
EX. FORCEMAIN FROM MAPLEWOOD ELEM. i
SCHOOL IS ACTIVE AND TO REMAIN IN
SERVICE AT ALL TIMES. FORCEMAIN NOT
FIELD LOCATED. CONTRACTOR TO VERIFY
LOCATION PRIOR TO CONSTRUCTION TO
ENSURE IT IS NOT IN CONFLICT WITH o
PROPOSED STORM CONVEYANCE SYSTEM. I Z- j *�
D I
CB RIM EL.=418.9
IF 1? '('ON(,' N=417 6 9- � a
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1 I 2 , 3
C13#19, TYPE 1-L CB 20, TYIPE 1
STA: 23+42.22, I STA: 24+ (6.03, i ` I I BARRIER FREE CURB COT
22.07 LT 1 17.22 , I SEE DETAIL SHEET C-1,3
Cn \
BARRIER FREE CURB CUT - - - -- - - = - -
SEE DETAIL SHEET C-13 - 3s"sD
22+<-0�4 - 3*86
1 !I
W L
12"SD 8"SD
If
HP/C
---- -��
IE 36" IP E 407.8 I ��
IE 36" IP S=407.7 /
CB RIM EL.=419.4 I I II
E
IE 18" CONC N=416.7
IE 12" CMP E=416.9
IE 12" CONC S=416.8 I I I
I
I
BENCHMARK
436
NE 2ND PLACE
SEE SHEET C-15
I'F N O
CD
N �
v n
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GRAPHIC SCALE
40 0 20 40 80
16' C
! EX. HOUSE
42' ! FF=433.3
I
---- --
21 0
f_ al TEMPORARY 5' WIDE
QI ASPHALT RAMP
INSTALL CAP
j \ 1 -- -- ---- ---- -- IE = 426.29, 12" 0
8 I
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CB RIM EL.=419.
I IE 12" CONC N=417.4
I I E 12" CMP E=417.4
rt ZEXST C:: _
RIM= 423.1
I� � SSMH RIM EL.=432.1
\ p EX. 8"0 SS C/L CHAN. EL.=420.8
CB 21 TYPE 1
E 18 CONC S-417.2 CB RIM EL.=426.
IE= 420.6 12" CONC (N)
IE= 420.6 12" CONr "' IE 12" CONC N=42
SMH 7, TYPE 1 48"0 IE 12" CONC s=42�
II STA: 23+28.39, 5.00' LT SSMH A TYPE 1 48"0
I RIM= 420.19 w/SOLID LOCKING LID STA: 25+65,39, 5.00' LT
IE = 412.10 8 0 IN (N) RIM= 426.25 w/SOLID LOCKING LID
i IE = 412.00 8"O OUT (W) IE = 418.00 8"0 OUT (W)
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PLAN VIEW
1" = 40'
CB RIM EL =428.6 STA: 26+68.33, 17.22 LT
;c •--
INT'X STA: 8+11.29 NE 2ND PLACE _
STA: 26+26.46 JERICHO AVENUE NE
W
o Cn
� ¢ �- VC = 125.00'
PVI STA = 27+07.79
00 CO o m J
N o6 N o PVI ELEV = 429.82 N
II II N z w C" °° A.D. _ -2.09 0
Q W c6 CO N cD U-) - r7 f\
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+ 00 N Co (�
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- CPEP SD @ 1.51_%
104 LF 12
�$ !� CAPPED FOR FUTURE 426
L P p S� EXTENSION, IE= 426.29'
424 12 0 C 424
WS
422 - -_
WS CB#21, TYPE 1
420 �� - 1 P S) @ 2 STA: 26+68.33, 17.22' LT
RIM= 428.72
IF= 424.71 12" 0 IN (N)
418 I i------
- GAS IE= 424.71 12" 0 OUT (S)
! I ( @ 2.49% I SSMH #8, TYPE 1 48"0
416 -_ 1.1 �31 `F a„ SS STA: 25+65.39, 5.00 LT
RIM= 426.25 w/SOLID LOCKING LID
414 EXST. c B, TYPE 1 IE = 418.00 8"0 OUT (W)
STA: 22+92,39, 20.15' LT
RIM- 418.9
412 IE= 417.6 12" 0 IN (N) 0 CB#20, TYPE 1
IE= 417.4 12" 0 OUT S STA: 24+76.03, 17.22' LT EXISTING GRADE @
RIM= .59 1 JERICHO AVENUE NE PROFILE CENTERLINE OF R.O.W
410 SSMH #7, TYPE 1 4-8-0 CB#19, TYPE 1 IE= 419.59 2"� _LN_ (N)
STA: 23+28.39, 5.00 LT STA: 23+42.22, 22.07' LT IE= 419.59 12" 0 OUT (S) SCALE: 1" = 40' HORZ
RIM= 420.19 w/SOLID LOCKING LID RIM- 419.70 1" = 4' VERT PROPOSED GRADE @
408 IE = 412.10 8"0 IN (N) IE= 415.70 12"0 IN (N) LEFT FLOWLINE
IE = 412.00 8"0 OUT (W) IE= 415.70 12" 0 OUT (W)
406
PVI STA = 24+10
PVI ELEV = 421.56
A.D. = 0.77
K = 129.10
vc = 100.00'
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LL1 EXISTING PROFILE @
`�'
m CENTERLINE OF R.O.W
I?
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FINISHED PROFILE @
LEFT FLOWLINE
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22+80 23+20 23+60
24+00
24+40
24+80
25+20
25+60
26+00
26+40
26+80
27+20
27+60
28+00 28+40
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)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
428
422
420
418
416
414
412
at#]
408
406
O N
N N
d d
28+80
( IN FEET )
1 inch = 40 ft.
r*A
SANITARY SEWER PIPE TABLE
® 237 LF 8"0 PVC SDR35 D3034 @ 2.49%
SANITARY SEWER SERVICE TABLE
160
OT
STUN
STATION
STATION
STATION AT END OF
SERVIC E
IE AT
MAIN
IE END
OF
SERVIC E
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NO. I REVISION / I BY I APPR, I DATE
SAW31 14
bQ1
A�
32223
A%ocmns, Puc
CIYII. DO EERNIG A PROJECT MANAGEMENT
SIGNAL
705 souT> 19TH STREET Bus.' (253) 272-4451
SUITE #303 Fax. (253) 272-4495
EXPIRES 09�20�08
TACOMA, WA 98405 bschwe&&nsn.com
CITY
OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY
SEWER PLAN AND PROFILE
JERICHO AVENUE NE
DESIGNED: BAS
DATE: 04/14/08
FILE NAME: 05057-C16
DRAWN: TAS
SCALE: 1" = 40'
FIELD BOOK: PAGE:
CHECKED: BAS
APPROVED:
SHEET: C-16 OF: 23
DIRECTOR
OF PUBLIC WORKS