HomeMy WebLinkAboutWWP2703651.2I
r
0
Z
m
0
w
L;j
a
W
a
7
r
63
in
0
J
Li;
Q
0
0
J
w
Ix
x
Z
J
CO
�
N
r-
N
r
N
I
o
Co
00
w0
o
o W
z V--
3 CV
U
o
Li
a
o
w
r=n
W
L�
O
ry
w
f--
o
z
L'J
LIv
Q
W
Q
::D
��
zz
Ld
z �
°-
Q
ry
(D
_
W Q
Mz
w
C/-)
ry
Q
z
Q
Q
r�TT�
U)
0 v
o 0
0
E
E--qw
L 0)
r-
440
�I
0
J
U
_
�Zo
goy.
v
Z
Z U
II
-10
.,
.,
z
o
�aa
r
QZLd
N
LL-
oLd
{}}w
Q
IS m
Ses
V)
V)
m
W
W
o
W
w
V!
C3
0
U
CL
Q
ry
a-
n
w
Q
0
os
z
0
V)
W
ry
VERTICAL DATUM
CITY OF RENTON, NAVD 88
A PORTION OF THE NW 1/4 OF THE
NE %4
OF SEC.
15, TWP. 23N., RGE, 5E., W.M.
CITY OF RENTON,
KING
COUNTY,
WASHINGTON
2ND AVENUE NE NE 2ND PLACE
SEE SHEET C-17 SEE SHEET C-15
r. I 40
EX. FORCEMAIN FROM MAPLEWOOD ELEM.
SCHOOL IS ACTIVE AND TO REMAIN IN L
SERVICE AT ALL TIMES. FORCEMAIN NOT I I (D -
FIELD LOCATED. CONTRACTOR TO VERIFY ► I ! I
LOCATION PRIOR TO CONSTRUCTION TO �� I I ! ! BARRIER FREE CURB CUT
ENSURE IT IS NOT IN CONFLICT WITH i ' ♦ i Cn SEE DETAIL SHEET C-,\1\3
PROPOSED STORM CONVEYANCE SYSTEM. I I I: IN 1 11 o 8 "'! e�ti6 i oy
I CB19, TYPE 1-L c B 20, Y�I I I 20
! I STA: 23+42.22, STA: 2 4 + 6.03, i
17.22 LT /1 I TEMPORARY 5' WIDE
i 22.07 LT I ,�, I r ! �, 426 ASPHALT RAMP CB 22, TYPE 1
I \------------------- _-------------/ ` STA: 27+70.98, 17.22 LT
31
12
--- - - - -- - - - - - - - FM
%7 70
BARRIER FREE CURB CUT G - - - - _ _ _ ------ -- --
L6 SD _�-,iP - -_- -_- _
SEE DETAIL SHEET C-13 22+10 4 - -- 3+00 �, - ��, I 2 126+00 27+00 28+00
---,- ---T- -_- _- --- -�--- -
:_
28+94 30
I N 8 I jERIOHO E UE NE B,.SS 8»SS s__-
N12D�-:
12"SD 18 SD »Sp 12 SDI"SD_� - -
OHP/C N' OHP/C D OHP/C G� OHP/C
SDMH RIM °° - --� �' �- -- ��n� Wa!! _
!4-Q I
--
W
IE 36" IP E=4C i � `, ` Q f � � Q � -
IE 36" IP S=407. � I `��
4 !L 14 i, .4, � EXST C8 h
EL.=432.1
�.vm
IE 12 E=417.4 RIM= T EX, 8"0 SS C IL CHAN. EL.=420.8
I � I IE 18 4C 5=41- " �s � CB RIM :___ �g `�, C� i , i YPt i
CB RIM EL.=419.4/IE=4-I i IE= 42u.a t�}�C (N) �, \C8 RIM EL 42>~ -
IE 12 CONC N STA: 26+68,33, 17.22 LT � �- -430.1
A - -+ IE= 420.6 12 i,CNC (S) I M' c �\ IF 12 C' 1 =
IE 12" CONC N-416.7 I + I SMH 7, TYPE 1 48"� E 12 �� INT'X STA: 8+11.29 NE 2ND PLACE _ - 422 6
IE 12n CMP ES=416. ' STA: 23+28.39, 5.00' LT SSMH 8 TYPE 1 48" STA: 26+26.46 JERICHO AV N
IE 12 CONC S=416.8 � z
RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT AVENUE E
IE = 412.10 8" 0 IN (N) RIM= 426.25 w/SOLID LOCKING LID PLAN VIEW
i IE = 412.00 8"0 OUT (W) IE = 418.00 8"0 OUT (W) 1" = 40' MONUMENT AND LANDSCAPING EASEMENT
TO BECLAN PLACE HOA FOR
I MAINTENANCE.
i
i
436
434 -+
Z
Lu
Q
432
ce--
w i
rnL
430
+r
r-) C
N _
428
Cn
XC
�t
426
z
424 _
422
W
O O C)
om
o
�>
-
VC=125.0'
-
+ ter-
00
+
b o
PVI STA =
27+07.79
_
N
N
CD o __
`�'
o
PVI ELEV
--
= 429.82
_
II II
II II
Z
�,
A.D. _
-2.09
PVI STA = 24+10
Q w
Q W
N
to� N
�
M �
K=
59.87
PVI ELEV = 421.56
� LJ
V) w
0O + N a
00
+ N
to 06
A.D. = 0.77
Q Q
Q
U')
N ��
N
N
CD
K = 129.10
��
��
CO
�� - Ne
v
Co
N>LL
m t3D
m m
cn Lw N Q n
cii
U>
Q w
o d-
VC = 100.00
o
Lw L�
w w
z c i �>,
m °O
N w
v
N 00
O
p 0
Q Q
Q
F � II W
-
o
+O
Co rr)
+N
of
CD Cr)
��
�J
��
_
CV
[If
V -4-
CN ��
EXISTING PROFILE
�' ..
o
J
�
u >
CENTERLINE OF R.O.W
LLc
>
-
_
��_'
0
Z
FINISHED PROFILE
�-
- J
-
!
0 CPEP SO
II w
LEFT FLOWLINE
i
-
1Ot�
12
of
_
_
1
'
WS
F-
J
-
m :o
Of o
UWCZ5'.
o
CV
w Cn
o
z¢
o w '� N
434
f-
�
VZ-1 C9 Ln
w
--_- 432
-430
428
I _ _ 426
420 ! WS @ 2�C o / CB#21, TYPE 1 CB#22, TYPE 1
p SD STA: 26+68.33, 17,22 LT SOLID LOCKING LID
/ - - - - - - F �pE RIM= 428.72 STA: 27+70.98, 17.22' LT
418 \ _ IE 424.71 12"0 IN (N) RIM-_ 430.20
1 I -----
- - GAS IE= 424.71 12"0 OUT (S) IE= 426,26 (KNOCKOUT ONLY) (N)
49% " IE= 426.26 12"0 OUT (S)
416 ___ � I � SS *� 2 __ _ _ _ _ SSMH #8, TYPE 1 48 � _ - �" 231 `F $„ STA: 25+65.39, 5.00 LT
ul
RIM- 426.25 w/SOLID LOCKING LID
EST CB TYPE 1 "
424
422
_ 420
418
416
414 _ IE = 418.00 8 WOUT (W414
) _
STA: 22+92 39 20 15' LT
RIM= 4-18.9
412
=
r- 41-?.6 12"� iN (N)
CB#20, TYPE 1
_
IE= 417.4 12"0 OUT (S)
STA:
24+76.03, 17.22' LT
EXISTING GRADE @
RIM=
423.50
JERICHO AVENUE
NE
PROFILE
CENTERLINE OF R.O.W
SSMH 7, TYPE 1 48"� I
# i
� B � 9 ± T E 1-
# ,
E=
419.59 12"O IN (N)
410
_
STA: 23+28.399 5.00 LT
STA:
23+42.22, 22.07' LT
IE=
419.59 12" Ol'T (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=
41570. 12"0 IN (N)
_ _
_
LEFT FLOWLINE
IE = 412.00 8"0 OUT (W)
IE=
415.70 1 "0 OUT (4U)
406
O7
CD
r� C:l
Cn �cl�
O
r co CN
L
,N r7 c�
00 .r-) m
O
CA
U)
00
C
r` rnCp
C�
-
-
o� CD O
N
N
NN
CN
N00
�j
rri
N
4- N
1- 4' U-iu
N N
N N
llj� c0� C6
N
N N N CV
N
00
o0
6�7
N 37
CD
CV
CD
r� in
CD CDCD 7 r 7
r7N
.
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
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)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
412
410
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
SANITARY SEWER PIPE TABLE
® 237 LF 8"0 PVC SDR35 D3034 @ 2.49%
160
WA
SCBWMCL &
Assomm, PLLc
32223
1 WL 8 A M 1110 A PROJECT MANAQBMT
1
`sIONAL 1945 S. 375TH STREET Bus (253) 226-4508
FEDERAL WAY, WA 98003 bschweikl®SAcivilnet
08.25-i2-
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
SANITARY SEWER PLAN AND PROFILE
JERICHO AVENUE NE
DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183-C16
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED:
DIRECTOR OF PUBLIC WORKS
ww
_ 408
406
CD N
N N
28+80
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
SHEET: C-16 OF: 25