HomeMy WebLinkAboutR-394935co
0
Lu
u
a�
W
N
z
O
V)
IY
W
IL
LL
W
J
W
Q
M
N
O
N
O
N
V)
0)
0
Q
Lr)
N
N
i
0
W
a)
a)
Q
U
i
N
a)
V)
ra
a
a
0
0
0
In
N
N
i
00
u
�I
W
i
1\ 110/26/20221 JJM I RECORD DRAWING
NO.1 DATE I BY
/ SD H 7/4366
SDMH 74364 / RI 31.34
RIM 33.29 / IE/ 30/0 S, 6" CPP
IE 30.0 S, 10" CgNc / If 3q.0 N, 10" CONC
IE 30.2 N, 8" MENTAL CIE 3 .0 E, 10" PVC
IE 30.4 E, 12" METAL/ IE �0.0 W, 10" PVC
3 AC / // 5, /
STA H4+85 19.0' LT YD 74868
11 RIM 34.09
1-CB #30 IE 33.7 S, 3" PVC
SDMH
STA H3+64 19.2' LT 280 RIM 33.4970
12 STA H4+85 14.3 LT O IE 31.0 S, 6" CONC
1-CB #62 1-48"SDMH #24
IE 30 9 Ni 6" CONC
91, 1T
STA H3+63 13.0' LT SDMH 74368
1-48" SDMH #45 RIM 33.35
[IE 31.0 W, 4" CONC
IE 30.2 N, 6" CPP
f. .
i0Ill
we
Il�iiil►��___.
IE 31.0 SE, 6" CLAY
IE 31.2 W, 6" CLAY
SEE SHEET SD-10
FOR CONTINUATION
N
Doi RATE
I I
� JR
\ O ' 1,
�KB-12 O
\N
L
!l�Itw_ wizital� l ,_��� _ _ �� -:wUill' 197T�/�/ul�lll1�111 Mills
illlil ■ s ■ F Illll� r� ��� �� lllllli �.. S.■ir- � - �� � i ►� � ���� I' � 'f le i,� ��� �lii'f�
� �
•�� .. ; Sri PP SD •��p ® P. SD - ,
-
Lr`= �' � SD
r-
H3+00 / '" U) _ _ _ L I H4+00 0 _ _ _ - 1 TYP o _ _H5+00 - - - - -
-// W.=.T.T �� �.,{W.I-. W --71
W rt -II 15
0Ilo
�, MORRIS AVE S 8" SDR 35 SS _
�o
20---- 0
--- -21 -- - �___
G- - G- - - G- - 6�
a11m° a I�
CONSTRUCTION NOTES:
1 (DCONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
48 IN SDMH #25, CONTROL PLAN, SHT G-5
�
SEE SHT SD-10 11 INSTALL CB PER COR STD PLAN 200.00
48 IN SDMH #26, SEE SHT SD-10 i2 INSTALL CB PER COR STD PLAN 201.00
1
YD 74632 is CONNECT EXIST STORM DRAIN PIPE TO NEW
RIM 33.03 STRUCTURE
IE 32.4 W, 4" METAL
CB 74659 i9 SEE PROFILE 3 ON SHT SD-44
RIM 33.09
IE E, 4" METAL
IE 31.9 NW, 6" CONC Zo I SEE PROFILE 4 ON SHT SD-44
31.9
15 CB #31, SEE SHT SD-10 21 SEE PROFILE 5 ON SHT SD-44
O
- - AC SDMH 7466,
RIM 33.50
IE 31.5 SE, 6" CONC
IE 31.5 W, 6" CONC
IE 31.5 N, 6" CONC
i
H6+00 H6-
F.:--1
�U�'j--a-ki G�-TP
/
---
a
�UGp -P °
STA�H4+10 14.7'LT12
5
180
�.' a °
a
a
1-48 SDMH #46
STA H3+62 18.9' R
41
- - - - - --
I
/�
l l vi /
11
1-CB #63RIM
SSMH 75612Y
7
Q
U)
O r l
a
SPIKE 110
/ co / /� /
/ / /�,; /
Au
IF 27.7 E, W @ CL
RI 3.11
RIM 33.11
IE 31.9 E, 4" CONC
48IN SDMH #23,
SEE SHT SD-9
w
O
CB #28, SEE SHT SD-9
11
STA H4+10 19.1 RT
IF 31.9 W, 4" CONC
M
I
APPROXIMATE
1-CB #64
I
STA C18+88 69.7' LT
11
CB #27, SEE SHT SD-9
(�
N
�-
425
PROPOSED RADIUS
�
;
1-CB #29
-1
j
I
1
2"OI
APTS BUILDING SD
DISCHARGE LINE
APPROXIMATE
422
O
\
,4
I
Sp
I
PROPOSED
RADIUS
AIITS
BUILDING WALL
a
N
im
HIM
35
01m
25
aim
15
aim
FOR CONTINUATION
SEE SHEET SD-9
PLAN
0 10 20 40 60
SCALE: 1"=20'
c>n
a
a
C7
u�
L
c�
C7
CJ
U)
=
>
N
V)
V)
V)
V)
Ln�
a
O
Lu
w
w
w
w
w
w
w
,.,
w
�
Lu
a
w
EXIST GR
@
w
ROW CL
0
'
0 0
47 LF 12" PP SD 76 LF 12" PP SD @ SLP=0.53%
@ SLP=0.21% 55 LF 12" PP SD 46 LF 12" C900 SD
of� @ SLP=0.47% @ SLP=0.68%
48" SDMH #45 48" SDMH #46 48" SDMH #24 3--58% +58%
113 ' 5-9STA H3+63, 13' LT STA H4+10, 15' LT STA H4+85, 14' LT
STA48" SDMH #26
RIM=33.22 RIM=33.22 RHp;-B3.3-5 RIM-33.11 Rfp.q 9 �� '
48 SDMH #25 STA H5+86, 10 Ll
z"'-F.-GFIE(IN)12"(E)=27.27 IE(IN)12"(N)=26.87 IE(IN)12'(N)=26.37 -26.56 STA H5+40, 14' LT RIM=33.44�
38.4B IE(IN)12"(W)=27.02 IE(IN)12"(W)=29.523A-F3-E(IN)12"(W)=29.82 �3� RIM-33.61 - z�-8-.�� IE(IN)12"(SE)=27,
33.19 IE(OUT)12"(S)=26.97 IE(OUT)12"(S)=26.77 IE(IN)12"(E)=27.11 �9 SEE SHT SD-10 IE(IN)6"(NW)=30.
IE(OUT)12"(S)=26.27 m IE(OUT)12"(N)=2E
H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 H6+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE
SEO
0 Y2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
RECORD
DRAWINGS
SEE NOTE ON murra sm�
COVER SHEET
45 RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
40 CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
35
30
25
20
54
a9 (RECONNECT)
.29
15
10
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
MORRIS AVE S
STORM PLAN & PROFILE
STA H3+20 TO STA H6+00
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394935
SHEET
SD-21
35 of 121
JANUARY 2021
so
REVISION