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EX GROUND
CONTOUR (TYP)
PROPERTY L/NE
(TYP)
EX OFFS/TE TREE
TO REMAIN (TYP)
PROPOSED FINISH
GRADE CONTOUR
(TYP)
j I /
76 75 74
STA. 70*01.50, 0. 00' TYPE 1, VANED GRATE 79LF 12" DI
RIM 422.05 00.0051 -�
6" 1E IN 419.36 (W) / ,�� �0
12" IF OUT 418.86 (S) �II dI I
X
TRACT /f ���
Eli
(CR/T/CAL AREA), /
10
TOP OF SLOPE S 707L00. 00
BEGIN ROAD
15' SETBACK , 77 78. 79 U81
(TYP)
ASPHAL T THICKENED EDGE CB 33
TO BE ADDED TO END OF ROW 6, STA. 70,180.12, 0.00'
TO DIRECT DRAINAGE TO CB 34 TYPE 2-48"
RIM 424.71
12"IEIN418.46(N)
6" IE /N 418.96 (W)
12" IE OUT 418.46 (5)
430 ' -
ASPHAL T THICKENED EDGE
TO BE ADDED TO END OF ROW 6,
TO DIRECT DRAINAGE TO CB 34
70100 = ROW 6
EL: 422.00
BEGIN ROAD /MPROI/EMENT
420
410 /
SEE SHEET
C4.02
73 1 72 4)k',
71 f 72.00, ROW 6 =
17*90.67, ROAD A
.-JIR
71f00
\ 97LF 12" DI-1
00.0051
81 82 83
84 85 86
STORM CLEANOUT
PER C.O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
SEE SHEETS C4.10-C4.11
FOR STORM SERVICE LINE
DESIGN (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
EX/STING GROUND
0 ROAD � (TYP)
A.
E I
PERCC.O.R. ATCHB lD DTL SIN P200, 0 36
SEE SHEET C4.33 (TYP) STA. 72f77.19, 0.00'
TYPE 1, VANED GRATE
CATCH BASIN TYPE 2 RIM 425.26
PER C. O.R. STD DTL 201, 6" If /N 421.76 (W)
SEE SHEET C4.33 (TYP) 12" IE OUT 421.26 (N)
70 69 1 68 67
\ I \ 100LF 12" C-900 /
\ / 0 0.0329
I TRACTL
(CRI17CAL AREA)
42 ,72f87.77
2f END ROAD
NIA-
87� 88 89 90
' 32 EX TREE 15' BSBL
STA. 71f77.00, 0.00' TO BE SAVED
TYPE 2-48'; (TYP)
RIM 427.11
12 IE IN 417. 97 (N)
12" IE /N 417. 97 (5)
6" IE IN 418.47 (NW)
12" IE OUT 417.97 (E)
IGH PT STA: 71 *80.15
HIGH PT EL.• 427.11
PV/ STA.- 71f72.00
PV/ EL: 427.82
100.00 VC
o
�o
PROPOSED GRADE moo
0 ROAD � (TYP) o N
MI F 12
97LF 12" D/ 0 0.0051
^mod
0o r\ 03
.;.
Q -4 .�
d
W
�L
W W
f1-�Lu�
W
EXISTING ELEV. R0 �V V
0 ROAD � (TYP) .
PROPOSED ELEV. HOR/Z. SCALE.- I" JO'
0 ROAD (TYP) l/ERT. SCA E. 1 "5'
N o g rr cep h � � � � g � � •
ri N a
�
70+00 70+50 71 +00 71 +50 72+00 72+50 73+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
\I�Cem FIL
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
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
430
420
410
73+50
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
`(EY MAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM PIPE
STORM SERVICE
- - -
- STORM EASEMENT
_p
EX/STING STORM PIPE
4
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE - TYPE 1 0
0)
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRA TES PER
C. 0. 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-DIRECTIONAL VANED GRATES PER C.O.R.
STD DTL 204.3. SEE DETAIL SHEET CAJJ
3. PIPE MA TER/AL SHALL CONFORM TO THE 2022
RSWDM CHAPTER 4, SECT/ON 4.2.1. AND TABLE
4.1.1.A2.
4. SEE SHEET CA 10 AND C4.11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE
CLASS 52 DUCTILE IRON /F DES/RED.
O
O
O
N
N
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-425527
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LSULRFACE WATER UTILITY A 11 DEVELOPMENT ENGINEERING
ah 12/06/2023 yqi 12/06/2023
N
DATE:
O
CITY 0 F TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE: �
DRAWING NO:
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 07
RO I �/�/ A� G SHEET: OF:
V 27 91