HomeMy WebLinkAboutR-40671125
20
15
10
20
15
13
CS # 12, 4W TYPE 2 CB
CB #5, 48" TYPE 2 CS
N:166883.3638
N:166976.5848
E:1297820.4759
E:1297852.6562
RIM:-29.96 21.03
CB #7, 48" TYPE 2 CB
RIM: 20.75 20.68
IE: 14668" (N) 14,23
N:166916.3223
IE: 1 .58 T (SW) 14,35
E:1297819.1802
EA 5881 14.51
RIM: 20.911/
14.01
IE: 14A6W (NE)
14.23
IE: 14Nr8- (S
NOTE: ALL TYPE 2 CB COVERS
NOT TO BE MARKED WITH CITY
-
OF RENTON LOGO
.
-------
------- --- --- --
100-YR SURCHARGE ELEV
--------- ----------
WATER CROSSING
STORM STA: 0+45.02
E: 16.76
(69
-144
0.49%
88 LF 8
S.CPEP @6.699''
GIS 45, G6 I YPE 1
N:167129.4067
E:1297825.8707
RIM: 21+8921.65
IE: 4078" IN)
IE: I II 8"(S) 16.13
IE: 19.446"(E) 16.38
E:1297823.9968
RIM:29.61 20,69
IE: 95.728"(N) 15.74
IE: 46d28" (S) 15.80
E:1297827.7390 E:1297829.6011
RIM: 48-7-F 20.93 20.58 RIM: 28.58
IE: 1BA2VIM) 16.61 IE: 1Cr3-J8" (S)
IE: 16A2It" (8) 16.61 16.92
IE: 16.42 8" (E)16+57
EXISTING GRADE ��' ' PROPOSED FINISHED GRADE J`---
i
WATER SERVICE CROSSING
STORM STA: 3+34.61
-'' IE19 14
70 LF B" CPEP @8,6691
EXISTING GRADE ELEVATION -1 r PROPOSED FINISHED GRADE ELEVATION
70 LF 8" CPEP @4681
STORM IE: 16.15
2.19'
OSEWER
CROSSING
STORM STA: 2+67.95
CROWN: 13.96
1 62 LF 8"CPEP @0.50
PERMIT#
25
N ,c RIf�:28.54 I
CB#'a 20.65
�0 6I8
III CB#3 20.93 e
RIM: 2134?
21
L�
20
�' I �e9BUILDING
4+
\!�
ff
" --�-
r•_
-
�I
I
i
_ 19.59/ YA
• -•19.42
10
0+50 1+00 1+50 2+00 2+50 3+00 3+50
STORM PROFILE 1 CONTROL STRUCTURE N:1668PE2CB
N:166848.1538
SCALE: 1"=20' H VVI V E:1297818.2673
20.93 RIM:28.5
13.87 IE:469612' (W)
13.54 IE:499912' (N)
CB #9, TYPE
1
N:166854.2
62 CB #10, TYPE 1
E:1298021.
53 N:16fi850.937fi
RIM:' 9.69
9.42
NIHIOLUI
PROPOSED FINI
HED GRADE
IE: 16.3812'
(E) 16.31
RIM: 19.50
: 19.50
IE:46.20 12'
(W)16.28
16.85 1E: -06.7P
100-YR SURCHA
GE ELEV------------
___ -'
_� 0---GRAB
TOP F STORMTANK: 16.99
/ PIPE ROWN: 16.80
99 LF I r CPEP @ 9 691111
CPEP @-1'�qP
0.54%
49 LF 12"
CONNEC TO STORMTANK
DETENTION
SYSTEM
SEE MAN
FACTURER PLAN
FOR CON
ECTION DETAIL.
EXISTING GRA
E ELEVATION
PROPOSED FINISHED GRADE ELEVATION
•-a,
IF
na
Go
m"W
ad
6 0pi
Q
Oi OI
OO C6
6 ED
0;
0+50 1+00
RM PROFILE 2
25
20 20
15 15
13 13
CB #1, TYPE 1
E:1297827.7390
E:1297933.0246
RIM:46i: 20.93
PRO POSED FINISHED GRADE
RIM: 965420.65
N:167213.0267
IE 464281. N i661
HE: 16-958"(E)1735
E:1298053.7290
20.
IE:+6.d28" (E)16.57
IE: 16-958" (W)17.23
��\✓_______
7.87 II
__________
WATER SERVICE CROSSING
EXISTING GRADE
STORM STA: 1+79,95N
WATER SERVICE CROSSING
---- STORM STA: 0+14.09
-----100-VR SURCHARGE ELEV
121 LF 8" CPEP d4'5998'
106 LF 8" CPEP @4694tr
EXISTING GRADE ELEVATION PROPOSED FINISHED GRADE ELEVATION
Nn I N t'N I N t'N I N ry N ry N t'N I N t'N I N C I N ry
I-Em
0+50
1+00
1+50
2+00
n
STORM
PROFILE
3
25
25 PROPOSED
FINISHED
GRADE
20
OUTLET FROM DETENTION
9 LF 12" CPEP @ 0.00%
15
20
HIGH FLOW BY-PASS 1(
14 LF 12" CPEP
@4749b
0.07%
TREATMENT VAULT
RIM = 22.49
IE IN = 13.89
IE OUT = 12.56
STMH 503, EXISTING TYPE 2 CB
N:166816.7255
E:1297787.4455
RIM: 19.76 19.84
IE: 19.44 12" (NE) 12.48
25
EXISTING
GRADE
b
m
0 b
N p
N
W
ill
15
70
9
�20 LF 12" CPEP @9di9G
0.45%
0+50
EXISTING GRADE J L PROPOSED FINISHED
ELEVATION GRADE ELEVATION
STORM PROFILE 4
5 SCALE: 1'= 20' H 1-= 5' V
15
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13 T A C O M A • S E A T T L E
SPOKANE • TRI-CITIES
�a970NA4 �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403
p•/ly/zp17 253.383.2422 TEL 253.383.2572 Em wirwahbl.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
/ SCALE: 101 VV V
RECORD NOTE 12/03/2020 RINI 10I CITY
® SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION ISBELEVEDTO x1SM�x.wO ^U,^ � C1I�T i OF
BE RELIABLE PNBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR �ML � ^r'NTON A OMISSIONS WHICH MAY HAVE BEEN INCORPORATED IWO THIS OOCUMEMPS ^r,1V1 1V
A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO
I, OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT ML �� DATUM
Know what's below. FORMYPVRPOSE LH:��BL SK Planning/Building/Public Works Dept.
Ca II before VOU dill. NO. REVISION BY DATE APPR �•R MSE' `
WALKER MAZDA DEALERSHIP 7/29/21
AS-BUILTS B°®°°
AHBL JOB #2180100.11 MM ti�
STORM DRAINAGE PROFILESMC2.5
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R-406711