HomeMy WebLinkAboutR-425521Z
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EE SHEET
C4.06
STA. 13t56.81, 9.25' L T
TYPE 1,
7QhW *29:ff' 428.53
6" If /N 4z-29 E,r(W) 425.53
12" 1E OUT -4z-15 lzr (E) 425.13
SEE SHEETS C4.10-C4.11
FOR STORM SERVICE DESIGN
(TYP)
m/
AQnAnccn 1'Aenc
9%,
V 430
L� I
W
W I
I
QO� 420
W
Z I
V I
Q 410 I
I
,5/A. 7gt7U.bb, U.UU
TYPE 1,
&M 436if 429.49
12 If IN 0 (W) 425.89
12" /F OUT -4,9610 (E) 425.89
15+00 14+50 14+00 13+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
ffbl-�`29-4;7 429. 00 C4, 03 'T #Z/ YZ
12 If IN -4z` * 9-; (W) 424.95 12 lE /N 422;50-(W) 421.52
12" 1E OUT 4z-4:9-;(E) 424.95 12" If /N 0-a;� 39- (S) 421.52
12" 1E OUT4z-�F56 (E)421.52
STORM CLEANOUT
PER C. O.R. STD DTL 226,
SEE SHEET CA33 (TYP)
STA. 10t66.00, 9.25" RT
TYPE 1, VANED GRA TE
A'M 4�- &9-427.01
6"IE/N 42. )
12" If OUT Of A (W)
SEE SHEET
C4.O8
SEE SHEET
CB 14 C4.08
STA. 10t66.00, 9.25' L T
TYPE 1, VANED GRATE
fr9- 426.73
12" If IN :9 (E) 423.33
12" /F IN Ago * (S)-423.28 (SW)
12" 1E OUT (N) 423.28
13+00 12+50 12+00 11+50
NO. I REVISION I BY I DATE I APPR
11+00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
APPROVED:
ROLL/ HEA VR/N
PROPOSED FINISH
GRADE CONTOUR
(Typ)
EX GROUND
CONTOUR (TYP)
10100.00, ROAD A =
81*89.10, NE 12TH ST
PROPOSED
STREET LIGHT
(TYP)
10+50
SCALE: I
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
10+00
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
m
430
420
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
SCALE: 1" = 30'
STORM LEGEND
STORM PIPE
STORM SERVICE
STORM EASEMENT
EXISTING STORM PIPE
STORM PIPE 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.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,CORE PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425521
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
ROAD & STORM DRAINAGE PLAN & PROF/LE
ROAD A (START- 15+00)
CONSTRUCTION RECORD DRA WINGS
0
0
0
N
N
1
N
ti
DATE:
O
0/111202J
FIELDeo
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DRAWING NO: �ijh
C4.01
SHEET: OF:
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