HomeMy WebLinkAboutWWP2703446.40
U
0
Z
m
0
v
w
J
J
0
W
x
x
w
z
w
00 r-)
00 I N
o U
\ 0
I o
r-� ao
oL0
Z
o o
o m w LC) t
k 9
o r a o O <n
W
_1
W
CD
6
n
W
o
z
z
W
Q
LW
U
�
zz
Z
�
Q
U
Q
mCy
W
cn
o
Q
Q
ow
a
®m
z
3
cYi
¢
D
w
w
W
=
A
N
O
O
U
<
<
ry
n
r2
Q
LLI
Q i
o I
ml
Z
O
`: VERTICAL DATUM:
W
cr_ 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)
O
Z
A PORTION OF THE NW %4 OF THE NE 1/4 Of SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
I I I
SSMH #5A, TYPE 1 48 0 i
STA: 23+33.25, 15.00 RT
BARRIER FREE CURB CUT I I
RIM= 406.57 w,/SOLID LOCKING LID I
SEE DETAIL SHEET C-13
I
IE = 396.05 TO IN (N) I
I
i I
IE = 395.95 8"0 OUT (S) I
SSMH #5, TYPE 1 48"0 I
I
SSMH 1, TYPE 1 48"0
EX. SSMH, TYPE 1 60" 0
STA: 25+20.26, 15.00' RT
STA: 1+15.00, 5.00' RT
�. FR' .
STA: 22+83.27, I
RIM= 415.16 w/SOLID LOCKING LID I
I
RIM= 417.64 w/SOLID LOCKING LID
RIM= ±406.4
CB 5 TYPE 1
IE = 407.74 8"0 IN (N) I
I
I
IE = 408.92 TO IN (E)
IE = ±395.68 TO IN (N) '' i
i
STA: 23+55.64,
IE = 408.91 6"0 IN E
O
CB 0A TYP
IE = 408.82 8"O OUT (S)
�� I
I
19.22 RT
IE = 407.64 8"O OUT (S)
ST1A: !6100't'
15.22 RT
INSIDE DROP
'
°
CB 10, TYPE 1
RECHANNEL MANHOLE r I
I CB 9, TYPE 1
I
STA: 25+40,00,
V
INT'X STA: 1+00 NE 2ND PLACE -
STA: 24+65,44,
15.22 RT
f
-�'OQLWM
15.22 RT j
STA: 27+42.07 HOQUTAM AVENUE NE
oD
-- --- -
1
i I
a°Ua PpOM`
- - -
- '-
CB#10B, TYPE 1 -
STA' 27+.5F RO 18 5R PT
- - - AA-'' I
i`�V�-qE _ -
sp �_�-52300 (� J
o 1
O
- -
s ;
CD
CD -�
W m �
J Iml izn
I � =: II
� I� IhI I�
ICI Iv ;;I � DETENTIoN 17
PLAN VIEW II II I-�
1" = 40' I TRACT . 4 . III
-�1
-160.00' VC �,
424 I Q 424
EXISTINt, GROUND PROFILE @ N cc
II LL C3
CENTERLINE OF FUTURE R.O.W LOW PT ELEV = 406.60 D%l QTn n�7M ,,nn
o
Q1 aC>
o
422 . Ci O
422
LOW PT STA = 23+50.66 PA ELEV = 415.30 N - FINISHED PROFILE @ ¢ Q _+ � o
PM STA = 23+70.39 A.D. _ -7.49 u� CENTERLINE OF 'FUTURE R.O.'vV m We a_ 00420 wi PVI FLFV = 406.38 v �> N �r
K- 21.35 u u o o "' ,I 420
A.D. = 9.49Of Of
=IIn
K = 5.27 c� c� n w
418 o U' L22% -2.0G 418
50.00' VC .00% -
416 1,6
-e-
CC! N ! 77LF 12"� CPEP
+
416
M C, I`7 M N") T
C.0 o + + SD @ 0.6_ 4%
414 " `� ,I N N @ 1.04% � - --- 414
% 401 F 1 2" � Opp So SD -- ------ -
412 - i 75U@� 13� 0 _ _ -- ---- ---
412
410 410
126 LF 12"0 CPEP � 217 LF 8"0 SS @ 0.50% a
CB a HYPE 1 SD @ 5.22%
#,
408
STA: 24+65.44, 19.22' RT CB#10A, TYPE 1 408
.RIM= 412.92 STA: 26+80.00; 19,2 2' RT
406 �---� IE- 4E19.96 12"� 1N O �4J �' RIM 416.94 406
IE= 409.96 12"0 OUT (S) STA: 2 5+ `C, 19.22' RT IE= 413.00 12"0 IN (N)
RIM= 415.51 IE= 413.00 12" 0 OUT (S)
404 ( IE= 411.55 12" 0 IN (N) 404
IE- 41205 6"' IN (E) SSMH #1, TYPE 1 48"0
�p IE= 411.55 12"�, CUT (S) STA: 27+36.78, 15.00' RT
402 OvG' I RIM- 417.64 w /SOLID LOCKING LID402
0
IE = 408.92 8 0 IN (E)
5# , TYPE: 1 48"0 IE = 408.82 8"0 OUT (S) 400
400 _-B#5, TYPE 1 STA: 25+20.26, 15.00' RT
STA: 23+55.64, 19.22' R RIM=4i5.16 w/SOLID LOCKING LID
THRU CURB FRAME & GRATE - CB#IOB, TYPE 1
�98 IE - 407.74 8 � IN (N) 398
RIM- 406.25 7 " S-IA: 27+56.80 18. ,)u
IE = E0, 91 6 0 IN (E)
53 LF 8" 0 IE= 403.40 12"0 OUT (E) RIM== 417.49
IE = 407.64 8"� OUT (S)
396 SS @ 0.50% IE= 413.49 12"0 OUT (S) --_
396
SSMH 5A TYPE 1 48" 0
STA: 23+33.25, 15.00' RT
394 RIM= 406.57 w/SOLID LOCKING LID 394
IE = 396.05 8" 0 IN (N)
EX. IE = 395,95 $" OUT (S) 384
384)
SSMH PE 1 6 "0
STA 22+83 27, 3.5
382 382
IE = ±395.68 8"0 IN (N) EXISTING GRADE @ HOQUTAM AVENUE NE PROFILE
CENTERLINE OF FUTURE R.O.W SCALE: 1" = 40' HORZ
380 380
27+96.76
L
�u W
O p
f
aW -
�o
e -
Zb+UU
�� 27+00
i-
- - - - -
%
l
--
�� ���
=2
_
CA�-
Nrri
I
�
BARRIER FREE CURB CUT
m
my
SEE DETAIL SHEET C-13
��
N
-�
18 '
��
�v
I
C7
44
m
t
I.
LLi
Z
O
CO
G
a
W
Q
N
INSIDE DROP,
1 =
4 VERT
RECHANNEL MANHOLE
PROPOSED GRADE @
CENTERLINE OF FUTURE R.O.W
�_�'UJ mod" �00 � OOO NO
�. p .:;� �,�..
u�00
N_
C��
- .
o f�
-' cfl � . ri a0 � . O � . � � . M
d- ' . d- � Ii)
,yam
'"� . � -
s� �� co
t\ r'
-
si �
- �C -
.moo moo
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
CHECKED FOR COMPLIANCE
TO i. -D
Date
472 Date
lull
Date
GRAPHIC SCALE
40 0 20 40 80
IN FEET )
i inch = 40 ft.
SANITARY SEWER PIPE TABLE
0 207 LF 8"0 PVC SDR35 D3034 @ 0.50%
ta5 197 LF 8" 0 PVC SDR35 D3034 @ 5.93%
5A 41 LF 8" 0 PVC SDR35 D3034 @ 0,50%
SANITARY SEWER SERVICE TABLE
- T STUB STATION AT MAIN STATION AT EkID OF IE AT
;y
STATION SERVIC E MAIN OF
I SE i�
L
tuu I -
5 3y4604
NO, I REVISION
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BY I APPR. ! DATE
160
SCHWEIIL, &
j » " Assomns, PLw
32223
Ig� �v� CIVIL ENGINEERNlG A PROJECT MANAGEMENT
ONAL � 705 SOUTH 9TH STREET Bus. (253) 272-4451
¢,119, 04 SUITE #303 Fax (253) 272-4495
TACOMA, WA 98405 bschweiklfnsn.com
EXPIRES 09/20/08
CITY OF RENTON
DEPARTMENT OP PUBLIC WORKS
I BECLAN PACE
SANITARY SEWER PLAN AND PROFILE
HOQUTAM AVENUE NE
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C18
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
APPROVED: SHEET: C-18 OF: 23
DIRECTOR OF PUBLIC WORKS