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NOTE
FOR A STREET CROSS SECTION VIEW OF
JERICHO AVENUE NE, SEE SHEET C-14.
VERTICAL DATUM
CITY OF RENTON, NAVD 88
A PORTION OF THE NW % OP THE
NE 1/4
OF SEC.
15, TWP. 23N., RGE. 5E., W.M.
CITY
Of
RENTON,
KING
COUNTY,
WASHINGTON
EX. FORCEMAIN FROM MAPLEWOOD ELEM.
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 I
PROPOSED STORM CONVEYANCE SYSTEM. o
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- -=- m 12" S
BARRIER FREE CURB CUT G - - c -
3
SEE DETAIL SHEET C-13 22+40-94 - 3
,I
10'UTILPRIVATE
I i ITES EASEMENT
I �2 3 4
o41
! I CB 19, TYPE 1-LL22
1 s
STA: 23+42.22, STA:3, I I B RRIER FREE CURB T
i 22.07 LT S E DETAIL SHEET 13
2% 1 In. I .s.
--
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-- -- ,-- --, -- -- - -- - -- 26+00
o La TJER1 u E UE E FN
w - L- -W -- - ;" -I -- s -
- - -
12"SD 18'SD SD g- 12 SD "SD _12 D_
PLUG NORTH END OF EX. 12n� _ _ - -�C ._ � � N _ _ _ OHP/C �' Q "SD
- I c, 0HP/C -
CULVERT WITH CONCRETE AND ) - - 3 I
--- �- - -
�
ABANDON IN PLACE.
I� �I
I I I SSMH #7; TYPE 1 48"
I STA: 23+28.39, 5.00' LT SSMH 8, TYPE 1 48" 0 INSTALL SALVAGED SPEED LIMIT
RIM= 420.19 w SOLID LOCKING LID SIGN STA: 25+67.00
/ STA: 25+65.39, 5.00' LT
IE = 412.10 8"0 IN (N) RIM= 426.25 w/SOLID LOCKING LID PLAN VIEW
IE = 412.00 8" 0 OUT (W) IE = 418.00 8" 0 OUT (W) 1" = 40'
436
434
432
430
428
426
424
422
420
418
416
EXST.
CB, TYPE
1
414
STA:
22+92.39
2(
RIM=
418.9
412
IE=
417.E 12" 0
IN
IE=
417.4 12"0
OU
SSMH #
, -
410
STA: 2
+2
RIM= 4
0.1
408
IE = 412.1(
IE = 412.01
406
22+80
BENCHMARK
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
W FEET (121.719 METERS)
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42' i FF=433.3
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11
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TAPER EX. ASPHALT DRIVEWAY TO
BACK OF SIDEWALK AS NECESSARY
DE
`
SPHAALLTRRAMP
INSTALL CAP
3 - - -
- -"� _--.-__-�
- - - - -
IE = 426.29, 12" 0
430
- ---
--- -----
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-FM I
------
-----
------------- _ - - - - - - -
27+00 /
28+00 � 28+94.30
CB 21, TYPE 1
STA: 26+68.33, 17.22 LT
INT'X STA: 8+11.29 NE 2ND PLACE =
STA: 26+26.46 JERICHO AVENUE NE
Co
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VC =
125.00'
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PVI STA =
27+07.79
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o
PVI ELEV
= 429.82
II
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A.D. _
-2.09
PVI STA = 24+10
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59.87
PVI ELEV = 421.56
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A.D. = 0.77
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-
EXISTING PROFILE ®
`"
_
CENTERLINE OF R.O.W
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,
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I
.-
LT
I)
(S)
L
- -- -5 ►� - 8"ss
15' WIDE TYPE 3 CEMENT
CONCRETE DRIVEWAY ENTRANCE
CL STA: 27+65.41
MAINTAIN CONTINUOUS ACCESS FOR
RESIDENTS.
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w1e;
- C�PPED FOR FUTURE p 426
EXTENSION IE= 42 .29' I
424
»
�AB2024 76.03,
RIM= 423.50
� ±
g'
JERICHO AVENUE
NE
PROFILE
EXITING JADE 0
CENTERLINE OF R.(
17.22' Ll
0
CB 19, TYPE 1
� IE= 419.59 12p0
IN (N)
�
7' L
q 'STA:
23+42.22, 22.07' LT
ylE- 419.59 12 0
OUT (S)
SCALE: 1
� _ 40;
HO�Z
LOCKING LD
RIM-
419.70
1
= 4
VE T
PROPOSED GRADE
NL
CIE-
415,0 12 0'IN N
( )
N
LEFT FLO WLINE
O
IE=
415170 12"0^ OUT (W)
I
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N N NI N N N N N
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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
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date 4
Date
422
420
418
416
414
412
410
408
I
I N 406
O�
C-i
r7
28+40 28+80
GRAPHIC SCALE 40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
STORM DRAINAGE PIPE TABLE
134 LF 12"0 CPEP @ 2.71 %
21 192 LF 12°0 CPEP @ 2.67%
® 104 LF 12"0 CPEP @ 1.52%
CURB RETURN TABLE
CURB NO.
STATION
E ELEV.
CURVE DATA
26+68.33
428.72
A/4
428.42
R=25.00'
3O
A/2
427.74
A='30"'
A 3/4
427.00
L=39.79.78'
Tan=25.51'
7+67.45
426.56
25+86.32
426.56
R=25.00'
B/4
426.79
(--88'50'30"'
( 4 )
A/2
426.97
L=38.76'
�!
A 3/4
427.04
Tan=24.50'
7+69.11
426.93
23+57.27
420.37
R=25.00'
A/4
420.07
A=91.09'30"=
( 5 )
A/2
419.61
L=39.78'
A 3/4
416.17
Tan=25.51'
12+83.62
1 418.90
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
Ilk
NO. I REVISION 4
605
BY I APPR. I DATE
3446a5
160
N. SC�rIY
OF WA
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x
- SCHWEUCL &
1
32223
AWkA AssoaATEs, PL c
Z
SIGNAL
CIYL ENGNIEERRIG A PROJECT MANAGEMENT
61� 705 SOUTH 9TH STREET Bus. (253) 272-4451
EXPIRES 09/20/08
SUITE 4303 For (253) 272-4495
TACOMA, WA 98405 bschweiklftsn.com
Cl TY
OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
STORM
DRAINAGE PLAN AND PROFILE
JERICHO AVENUE NE
DESIGNED: BAS
DATE: 04/14/08
FILE NAME: 05057-05
DRAWN: TAS
SCALE: 1" = 40'
FIELD BOOK: PAGE:
CHECKED: BAS
APPROVED:
SHEET: C-5 OF: 23
DIRECTOR
OF PUBLIC WORKS