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BECLAN PLACE - MINOR AMENDMENT
A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP, 23N., RGE, 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
CB 5, TYPE 1 i 4
STA: 6+84,36, 40.62 LT �� I %
w� i �10 i
w; I DETENT :;;; 7
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
,W
■ i TYPE 1
1�
.'i ' •
F
CD
BARRIER FREE CURB CUT
&JON
14
. ,
_
CEMENT CONCF ETE CURB
_58
GUTTER &
LT
0.
�,
w
,
SS
I�
�it
ter..SS
,.
•
BARRIER FREE CURB CUT 0
IF-
J
- U
EX. SSMH, TYPE 1 60"0
T B
STA: 22+83.27, 3.58' L
RIM= ±406 h
IE = ±395.68 8"0 IN (N) i
w Uti
INSIDE DROP,
RECHANNEL MANHOLE
i
II
_8" �Q I a:
I o W
7 - �0 z - -----o --- - -- o- +00--------- -3 0 _ --
OA-spholtI I 410.E IE-411.1 c� c� ------ -- i + s„
-�-rn:r9� -_
I
0
N' 5A - - - - - - - N� �N - -4 -? Asphalt o
-
- - _ --_. -
TRB 6►�P -oHP= 1 D IE 415 1
- / .:._ .
�J/ 12 D I E = 411. OHP A S �l�t - - -12 SD_ I r1
Z IE=405. - _. E=412.2` P IE=413.3 oHP I 1 rl
I - _
OHP
IE=41 i.0
W / 411.3 - __ -- - ._.. _ TRB
7 CB 1, TYPE 2, 54 ' p// CB#6, TYPE 1 IE=414.5 - --) I CONTROL STRUCTURE V T CB 7 TYPE 1Cn
Q STA. 9+85.43, 15./22 L N I \, �.=419.4
� F STA: 7+11.51, 41.47 LT CB 4 TYPE 2 48"0 ,� STA: 11+67.68 15.22 LT � � �.
" CB RIM EL.=418.9 IE 1Z' iE CMPCEN416 97
STA: 8+00.00 14.22 LT e EXST. SSMH TYPE 1 48,E " N
CB 2, TYPE 2, 48 x SSMH 7, TYPE 1 48 0 IE 12„ CONC N=417.6 I c I IE 12" CONC S=416.8
-J I R M= 412 605t 5.00 LT , STA: 13+22.20, 12.89' LT IE 12 CONC S=417.4
STA: 7+06.60, 23.50 LT CORE DRILL EX. SSMH IF _ I � i
PLAN VIEW , I SDMH RIM EL.=420.2
KNOCK OUT NOT AVAILABLE _ - IE = 405.70 8"O IN (E) RIM= 420.19 w/SOLID LOCKING LID �I I i „
II I IE 36 IP E=407.8
EMERGENCY OVERFLOW RECHANNEL SSMH IN 51 ! IE = 405.83 6"0 IN (N) 1 = 40 IE = 412.10 8 O IN (N) f + IE 36 IP S=407.7
SPILLWAY MATCHES : Cy ) I IE = 412.00 8"O OUT (W) I N
=I BACK OF SIDEWALK, SEE
Q
co
vi r�
T - ONO 00 ) of N LLJ
426
-
424
422
PVI STA
PVI ELEV
420
A. D. -=
K=
418
140.(
O
416
Ln -CI
m m
414
412
-
410
408
406 /
160
CB 2, TYPE 2, 48 V) Co
STA: 7+06.60, 23.50' LT - _ - - - N -_ _ ; � �_ z = 426
-- W SANITARY SEWER PIPE TABLE
SOLID LOCKING LID II > Z
RIM= 409.13 II > V) w �7 411 LF 80 PVC SDR35 D3034 0 1.53%
_I_E_- 398.15 12"0 IN (N) _ - _ _ _ +� +� - - __ YY N� __ _ 424
O� o� ¢Q +O
IE= 398.15 12"0 OUT (S) II II Y Y [ 7 +
„ JI II ww mm ¢'�d
CB 1 TYPE 2 Q w ¢ w LI w
54 0 > > Ld � c II
CONTROL STRUCTURE CB#4 TYPE 2 48 w c~n w m m Q m ~ 422
STA: 8+00.00, 14.22 LT �� EXISTING PROFILE ® w w � �' J SANITARY SEWER SERVICE TABLE
- 6 60 STA 7+11 51 Al 47 LT R ME OF R 0 W Y Y Y Y o � CD Z '1 ``'
- + �W CENTE L Q¢ QQ ¢¢
RIM= 410.27 . cn c�
= 407.68 SOLID LOCKING LID o
-3.30__ _ IE= 399.70 12_0 IN _(E) m a m m - m m _ - _
RIM=_ 409,50 N
42.42 IE= 399.70 12 0 IN (w) w Q m 0 m 0 %
IE= 399.00 12 0 IN (NE) z -
>' IE= 399.70 12"0 OUT (NE) to FINISHED PROFILE ® w Of � �
IE- 399.00 12 0 OUT S Co CD CD c� c� CD ' - O _ LEFT FLOWLI N E _. - _ _ 418
___ `�+ CD ¢ + pEp Sp 2 416
d _ II _ _ 1.41% WSx2 12"� C
N Q W I Z N W _-
Z� W 1g0%_ -� __ _
- - _ _ _ _ WSx2 _ _ 0 414
�_ _
Lo
p so
�� --_ _ 2„� CpE _ 0
�M� -_ LI WSx2__ �g21..F 1 412
v> N it
,< ._> _� - it
~ F- J
Z V) w -- WSx2 _ I I -
_ f SS 1.53% - _ 410
_ _ „
I CB 19, TYPE 1-L
STA: 13+04.85, 26.38' T I
408
I _ _ RIM_ 419.70 36"0 SD
II /
IE= 415.70 12"0 IN (N)
IE= 415 70 12"0 OUT (W) 406
5
404
LJ I
Q I
CQF, I
T. SS TYPE 1 48"0 CB6, TYPE 1
F
402
- + �W CENTE L Q¢ QQ ¢¢
RIM= 410.27 . cn c�
= 407.68 SOLID LOCKING LID o
-3.30__ _ IE= 399.70 12_0 IN _(E) m a m m - m m _ - _
RIM=_ 409,50 N
42.42 IE= 399.70 12 0 IN (w) w Q m 0 m 0 %
IE= 399.00 12 0 IN (NE) z -
>' IE= 399.70 12"0 OUT (NE) to FINISHED PROFILE ® w Of � �
IE- 399.00 12 0 OUT S Co CD CD c� c� CD ' - O _ LEFT FLOWLI N E _. - _ _ 418
___ `�+ CD ¢ + pEp Sp 2 416
d _ II _ _ 1.41% WSx2 12"� C
N Q W I Z N W _-
Z� W 1g0%_ -� __ _
- - _ _ _ _ WSx2 _ _ 0 414
�_ _
Lo
p so
�� --_ _ 2„� CpE _ 0
�M� -_ LI WSx2__ �g21..F 1 412
v> N it
,< ._> _� - it
~ F- J
Z V) w -- WSx2 _ I I -
_ f SS 1.53% - _ 410
_ _ „
I CB 19, TYPE 1-L
STA: 13+04.85, 26.38' T I
408
I _ _ RIM_ 419.70 36"0 SD
II /
IE= 415.70 12"0 IN (N)
IE= 415 70 12"0 OUT (W) 406
5
404
LJ I
Q I
CQF, I
T. SS TYPE 1 48"0 CB6, TYPE 1
F
402
404
LJ I
Q I
CQF, I
T. SS TYPE 1 48"0 CB6, TYPE 1
F
402
i2 0 CPEP Sp p 1.4 8q
400
_
CB#5, TYPE 1
STA: 6+84.36, 40.62'
�20 LF 12"0 CPEP SD 0-10.00%
u
398 -
_ THRU CURB GRATE
It1
RIM= 406,40
I
IE= 397.00
IE= 401.40 12"0 IN (N)
14 LF 12"0 CPEP SD 0 6.07%
396
-IE= 401.40 12"0 OUT _ (E)
_
o� r N O
O I__ 00 Lo 00
U-) N
cfl cD I� r--� 00 r
06
0i 06 m o; m a;
O O
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
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
FEET (121.719 METERS)
STA: 9+11.55, 5.0 ' LT STA:; 9+85.43, 15.22 LT
- RlM= 413.79
- IE = 405.70 8"0 IN (E) i E 410.03 8" 0 IN (4)
IE = 405.83 6"0 IN (N) IE= 409.70 12"� IN (EE)
IF= 409 70 12"o OUT (W)
CB7, TYPE 1
SSMH
7, TYPE 1 48"�
STA:
11-+67.68, 15.22' LT
STA:
13+22.20, 12.89' LT 404
RIM=
416.9z_
w/SOLID
LOCKING LID
IE=
413.42 CO IN (N)
RIM=
420.19
- if=
412.92 12„0 IN (E)
IE =
-- 402
412.10 80 IN (N) _
IE_
412.92 12"0 OUT (W')
IE =
412.00 8"0 OUT (W)
_- EXISTINGGRADE0__
- - 50 LF 12"0 CPEP SD @ -7.40% CENTERLINE OF R.O.W
NE 2ND STREET _PROFILE PROPOSEDGRDE®
IE= 396.00
- _ - - SCALE: 1" = 40' HORZ LEFT FLOWLINE
1" = 4' VERT
U7 � r7 O 00 cV N O �- �- N O N CD rn 0)
to r7 O r- - 00 Lo c0 � [0 1`0 O00 Co O
N cV N N N ri I ri � 4 � 4 L6 4 tf? L7 uj � � ( cci � � � r ti � h � ^• 00 ; , � 00 rr, 00 6� �
o -
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
• t _ �,ez
�i urn .r► Date
Date
REVISION
400
398
396
O`7
LOT
STUB
STATI
ON
STATION AT
MAIN
STATION AT END OF
SERVIC E
IE AT
MAIN
1E END
OF
SERVIC E
1
3+48
STA:
12+59.54,
11.69'
LT
STA:
12+59.54,
40.00'
LT
411.09
415.90
2
2+6.1
STA:
11+75.43,
10.07'
LT
STA:
11+75.43,
40.00'
LT
409.81
415.20
3
2+44
STA:
1 1 +55.43,
9.69'
LT
STA:
11 +55.43,
40.00'
LT
409.50
414.05
4
1+44
STA:
10+55.43,
7.76'
LT
STA:
10+55.43,
40.00'
LT
407.97
413.13
5
1 +10
STA:
10+21 .57,
7.11'
LT
STA:
10+21.57,
40.00'
LT
407.38
412.93
6
0+24
STA:
9+35.43,
5.46'
LT
STA:
9+35.43,
40.00'
LT
406.14
410.63
7
0+00
STA:
9+11.55,
5.00'
LT
STA:
9+11.55,
40.00'
LT
405.83
411.08
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BY APPR. DATE
N. Sc
� SCHWEUKL $
Assocmm, PLLc
32223
I CIVIL ENBEERNrG A PROJECT NANA(3EMEI1IT
t
�-rONAL 1945 S. 375TH STREET Bus (253) 226-4508
FEDERAL WAY, WA 98003 bschweiklOSAdvil.net
o8•Z5_rZ_
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
SANITARY SEWER PLAN AND PROFILE
NE 2ND STREET
DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183-C17
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
APPROVED: SHEET: C-17 OF: 25
DIRECTOR OF PUBLIC WORKS
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