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450
„m
430
420
STA. 19f66.50, 0.00'
SEE TYPE 1,
RIM 429.93 SEE
6" /F /N 426.43 (S)
SHEET 6" IE /N 426.43 (N) SHEET
PROPERTYLINE 12" IE OUT 425.93 (E)
(Typ) C4, 05 C4.01
23 22 -21 2 19�\18 17/ I
EX OFFSITE TREE
TO REMAIN (TYP)
18f 11.01, ROW 2 = I S
51 f37. 96, ROW 4 ,lu
a '
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APPHUONG M I Q i TaH
TRACTM
(OPEN SPACE) I I 25LF 12" C-900 Q
® 0.1372
172LF 12 DI
I 14.
o
® 0.0050
9 8 III! I 7 6 5 �I
SEE SHEET TRACT N CB 27 SEE SHEET
C4.05 (OPEN SPACE) STA. 11f41.29, 8.35' L T C4, 01
TYPE 2-48';
RIM 428.53
12" IE /N 422.50 (W)
12" IE IN 422.50 (S)
12" IF OUT 422.50 (E)
PROPOSED STREET
LIGHT (TYP)
SEE SHEETS C4.10-C4.11
10' UTILITY FOR STORM SERVICE LINE
EASEMENT (TYP) DESIGN (TYP)
16 115t14 '-I J 20f00.00, ROW I
'11f41.29, ROAD A
-13I 12L_ 11
25LF 12"C-900 ®0.1132
152LF 12" DI
00.0050
FA J:7
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
HIGH PT STA:
..
18f33.49
. . . . . .
. . . . . . .
.
HIGH PT I
L: 437.51
PV/ STA:
18*50.00
PV/ EL:
437.98
60.0
VC
.
.
�^
�h
18f 11.01 = ROW 2
W W
51f37.96 = ROW 4
EL: 437.20
PROPOSED GRADE
EXISTING GROUND
• 0
® ROAD (TYP)
® ROAD (TYP)
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h �
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L W W
PROPOSED ELEV.
C"4
0 ROAD f (TYP)
RO
2
EX/577NG ELEV.
HOR/Z. SCALE.•
1 "=30'
® ROAD � (TYP)
INERT. SCA
E.• 1 "5'
A
450 440
440 430
430 420
420 410
18+00 18+50 19+00 19+50 20+00 20+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
ROW I
J a •
�`.
A 7A'
I
126 1 TRACT O N I
(OPEN SPACE) IN X-X L 'T
� I I
CATCH BASIN TYPE 2
PER C.O.R. STD DTL 201, 4 ^ 3 I 2
SEE SHEET C4.33 (TYP) I I II
CATCH BASIN TYPE 1
PER
STA. 11f41.29, 16.15' RT C.O.R. STD DTL 200,
TYPE 2-48';
SEE SHEET C4.33 (TYP)
RIM 428.32 STORM CLEANOUT
12" If /N 419.67 (E) PER C.O.R. STD DTL 226,
12" IE /N 419.67 (W) SEE SHEET C4.33 (TYP)
15" 1E OUT 419.42 (N)
1
ti
PROPERTY LINE
(Typ)
STA. 21f68.02, 0.00'
TYPE 1, VANED GRA TE
RIM 42J 93
6" IE /N 420.93 (S)
6" 1E /N 420. 93 (N)
12" IE OUT 420.43 (W)
EX GROUND
CONTOUR
(TYP)
�21f75.50 3o5-g2 35 PLC
END ROAD APN 04 SSoc�ATE
DALPAY &
PROPOSED FINISH
GRADE CONTOUR
(TYP)
h
o
Q
PROPOSED GRADE
s
N W
9 ROAD f (TYP)
W In 1
mo"� oQ
`�?
EXIS77NG GROUND
�, oo N o
\
0 ROAD (TYP)
o
2
\
152LF 12 DI ® 0. 0050
1
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I
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o
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Qo)NOO
U
r `k _
PROPOSED ELEV.
0 ROAD f (TYP)
RO
1
.
EX/S77NG ELEV.
HOR/Z. SCALE.
1,,=30'
® ROAD f (TYP)
INERT. SCA
E. 1 "5'
20+00 20+50 21+00
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
21+50
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
NE 2TH ST
`(EYMAP
SCALE: 1" = 30'
440
0 15 30 60
STORM LEGEND
430 •
420
410
22+00 22+50
STORM P/PE
STORM SERVICE
STORM EASEMENT
EX/STING STORM PIPE
STORM P/PE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRA 7FS PER
C. OR STD DTL 204.2 UNLESS OTHERWISE NOTED.
SEE DETAIL SHEET C4.33.
2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS
SHALL BE 8I-DIREC77ONAZ VANED GRA TES PER C. 0. R.
STD DTL 204.3. SEE DETAIL SHEET CAJJ
3. PIPE MA TER/AL SHALL CONFORM TO THE 2022
RSWDM CHAPTER 4, SEC77ON 4.2.1. AND TABLE
4.1.1.A2.
4. SEE SHEET CA 10 AND CA 11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE
CLASS 52 DUCT/LE IRON /F DES/RED.
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425523
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IFSURFAICE WATER UTILITY % f DEVELOPMENT ENGINEERING
•f h 12/06/2023
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N
N
j cu yql 12/06/2023
N
DATE:
O
CITY 0 F TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE: �
DRAWING NO:
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 03
ROW 1 & ROW 2 SHEET: 23 OF: 91