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CA TCH BASIN TYPE 2
PER C.O.R. STD DTL 201,
CO 5 SEE SHEET C4.33 (TYP)
STA. 14f 49.57, 16.15' RT
TYPE 2-48",
RIM 427.52
18" IE /N 417.58 (S)
12" If /N 418. 08 (W)
18"IEOUT 417.58(N)
TRACT H 15' BSBL
(CRITICAL AREA) ,
Y.
40
EX TREE
:
TO BE SA I/ED
(Typ)
-�
TRACT)
l
10' UTILITY (STORM ORA/NA GE)
EASEMENT (TYP)18
6 s
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m Z
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+
O O 60
l
V O
14149.57, ROAD A = SEE SHEET
50f 00.00, ROW 5 C4, 0V
66LF 12" C-900 9 0.0174
0
V 430
STA. 14f 17.97, 16.15' RT
TYPE 2-48"
RIM 428.23
15" If /N 418.02 (5)
6" 1E /N 418.77 (NE)
18"IEOUT 417.77(N)
41 42 II
61LF 15" PVC
® 00
S'f00
25LF 12" PVC)
00.2620
59 =
STA. 13*56. 81, 9.25' L T
TYPE 1,
RIM 429.23
6" IE /N 425.63 (W)
12" 1E OUT 425.13 (E)
SEE SHEETS C4.10-C4.11-
FOR STORM SERVICE DESIGN
(TYP)
AQnAnccn �Aenc
STA. 13f56.81, 16.15' RT
TYPE 2-48';
RIM 429.59
15" If /N 418.33 (5) SEE
12" 1E /N 418.58 (W) SHEET
6" IE /N 419.08 (E)
15" lE OUT 418.33 (N) C4, 04
43 44 145
26LF 12" DI
0.2750 ®
T.n -
STA. 12*84.29, 16.15' RT
TYPE 2-48;
RIM 429.95
15" 1E /N 418.70 (5)
12"IEIN 418.95 (E)
12" IE IN 418.95 (W)
15" IE OUT 418.70 (N) cs 10 SEE
�-
-M-95��,:1,
31
67LF 15" PVC
0 0. 0051
25LF 12" PVC _ - -
=_ _ 00.2272=
12f89.35, ROAD A = 112f84.29, ROAD A
54f 59.91, ROW 4 30f 00.00, ROW 3
'1 , 46 30 yjj
CATCH BASIN TYPE 1 SEE TRACTA
PER C.O.R. STD DTL 200, (ACCESS & UTILITY)
SEE SHEET C4.33 (TYP) SHEET CB 22
STA. 54+50.66, 0.00'
C4, 05 TYPE 1,
15+00 14+50 14+00 13+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
RIM 430.11
12" IE /N 426.10 (W)
12" 1E OUT 426.10 (E)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA TION.
13+00 12+50
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
\I0Cem FINN \
- TRACT B
(ACCESS & UTILITY)
/ STA. 11 f 41.29, 16.15' RT
TYPE 2-48 ;
RIM 428.32
12"IE/N 419.67(E)
12"IE/N 419.67(W)
15"IEOUT 419.42(N)
i
STA. 12f 17.34, 16.15' RT SHEET -
TYPE 2-48"
RIM 429.33 C4, 03
15" lE IN 419.04 (S) TRACT O
12" lE /N 419.29 (W) 1
6" IE /N 419.79 (E) (OPEN SPACE) u 15'
15" /E OUT 419.04 (N)
,. • .. , _ 18LF 12" DI
761F 1.5 PVc a n nnsn / 0 0.0050�
25LF 12" PVC
�
=�
- 0 0.1132
\�
11 f 41. 29, ROAD A =
17
A
:.
,I 20100.00, ROW I
024
0275
,
STA. 11 f 41.29, 8.35 L T
STA. 12f 17.34, 9.25' L T
TYPE 1,
SHEET
TYPSEE
E8.530
RIM 429.47
RIM42
12" lE IN 424.97 (W)
G'L�, 03
12" lE /N 422.50 (W)
>2" lE OUT 424.97 (E)
12" IE /N 422.50 (S)
12" IE OUT 422.50 (E)
12+00 11+50 11+00
M J S
7/26/23
HHH
SURVEYED:
BY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
STORM CLEANOUT
PER C. O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
STA. 10*66.00, 9.25' RT
TYPE 1, VANED GRA TE
RIM 427.69
6" IE /N 424.78 (E)
12" IE OUT 424.28 (W)
SEE SHEET
C4.08
PROPOSED FINISH
GRADE CONTOUR
(TYP)
/
EX GROUND
CONTOUR (TYP)
10100.00, ROAD A =
Ix -40 81189.10, NE 12TH ST
4
I PROPOSED
10 JO STREET LIGHT
(TIP)
CD
�I >
I1 7 o.
SEE SHEET
CB 14 C4, O8
STA. 10f66.00, 9.25' L T
TYPE 1, VANED GRATE
RIM 427.69
12" IE /N 424.19 (E)
12" 1E /N 424.19 (SW)
12" 1E OUT 424.19 (N)
430
420
KEY MAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
STORM EASEMENT
EXISTING STORM PIPE
STORM P/PE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CS
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRATES PER
C.O.R STD DTL 204.2 UNLESS OTHERWISE NOTED.
SEE DETAIL SHEET C4.33.
2. STORM FRAMES WITHIN SAG CURIES AT LOW POINTS
SHALL BE 91-DIREC77ONAL VANED GRATES PER C.O.R.
STD DTL 204.3. SEE DETAIL SHEET C4.33.
3. PIPE MATERIAL SHALL CONFORM TO THE 2022
RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1. A2.
4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE
CLASS 52 DUCTILE IRON IF DES/RED.
1 0/11/23
410 CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425521
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
jfarah 12/06/2023 yqi 12/06/2023
10+50 10+00 tV
H
VERTICAL* O SCALE. HOR ONTAL N D 1983/1991 ' CITY 0 F TOWNS ON 12TH �� 10/111202J
AS NOTED 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
U DRAWING NO:
ONE INCH DATUM ROAD & STORM DRAINAGE PLAN & PROFILE
AT FULL SCALE Planning/Building/Public Works Dept. C4, 01
IF NOT ONE INCH
SCALE ACCORDINGLY ROAD A (START- 15+00)
SHEET: OF:
21 93
0
0
N
N