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CATCH BASIN TYPE 1
PER C. O.R. STD DTL 200,
SEE SHEET C4.33 (TYP)
24LF 12" DI 0 0.0450 46
STORM CLEANOUT
PER C. O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
CATCH BASIN TYPE 2
PER C. O.R. STD DTL 201,
SEE SHEET C4.33 (TYP)
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STA. 54*50.66, 0.00'
TYPE 1,
30
RIM 430.11
12" 1E /N 426.10 (W)
-
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SEE SHEETS C4.10-C4.11
FOR STORM SERVICE L/NE DESIGN (TYP)
'0 23
SEE SHEETS C7. 02-CZ 04 FOR
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STA. 54f26. 41, o. oo'
UTILITY CROSSING NFORMA T/ON.
RIM 430.71
-
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6" IE /N 427. 68 (S)
12" If- OUT 427.18 (E)
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49
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SEE
PROPOSED STREET
26
TYPE 2-48 ; VANED GRATE
RIM 435.94 SHEET
LIGHT (TYP)
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12 /E /N 430.93 (S)
10, UTILITY EASEMENT
SEE SHEET
50
12" 1E OUT 430.93 (E)
C4, 03
(TYP)
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PROPERTY LINE 1
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(TYP)
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PROPOSED F/N/SH
51f37.96, ROW 4 = GRADE CONTOUR
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79f97.66, NE 12TH ST (TYP)
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EX GROUND
CONTOUR (TYP)
STA. 50f 42.00, 0.00'
TYPE 1,
RIM 434.72
12" 1E OUT 431.79 (N)
-50f00.00, ROW 4 =
SOf00.00, NE 12TH ST
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LOW PT STA:
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PT EL: 437.21
STA: 51f37.96
LOLO W PT
434.72
.
PW STA:
50f50.00
V/ EL: 437.81
80.00' VC
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434.39 0
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EX/STING ELEV.
PROPOSED ELEV.
HOR/Z. SCALE.• 1 "30'
.
® ROAD � (TYP)
® ROAD f (TYP)
VERT. SCALE' 1 "=5,
.
55+00 54+50 54+00 53+50 53+00
2
3
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/g1
era
52+50
52+00
REVISED
PER CITY COMMENTS
REVISED
PER CITY COMMENTS
REVISED
PER CITY COMMENTS
N.11207im •
51 +50 51 +00 50+50
M J S
7/26/23
HHH
SURVEYED:
BY OTHERS
SCALE:
AS NOTED
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
ROLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPRovED: L/ HEA l/R/N
ROL
50+00
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
M
430
tiF
SFT
e�G
0
I I I I
NE 2TH ST
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
❑❑
co
STORM PIPE
STORM SERVICE
STORM EASEMENT
EXISTING STORY PIPE
STORM PIPE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRA TES 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 81-DIREC77ONAL VANED GRATES PER C.O.R.
STD DTL 204.3. SEE DETAIL SHEET C4.33.
3. P/PE MA TER/AL SHALL CONFORM TO THE 2022
RSWOM CHAPTER 4, SECT/ON 4.2.1. AND TABLE
4.1.1.A2.
4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE
PLAN.
5. P/PE MA TER/AL SHOWN AS C-900 PVC MAY BE
CLASS 52 DUCTILE IRON /F DES/RED.
0
0
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
420 DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425525
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY A ,f DEVELOPMENT ENGINEERING
jfarah 12/06/2023 yqi 12/06/2023 L�
N
ODATE:
CITY OF TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON
PAGE:
DRAWING N0:
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 05 Q)
ROW 4 SHEET: OF:
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