HomeMy WebLinkAboutR-425524Z
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Z
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EX GROUND
CONTOUR (TYP) 41
� I o
42 a.
SEE SHEET
C4.01
PROPOSED
STREET LIGHT
(TYP)
12189.35, ROAD A =
54f59.91, ROW 4
S o ROW z
NIA N
L�-
�
CA TCH BASIN TYPE 1 �o
PER C.O.R. STD DTL 200,
SEE SHEET C4.33 (TYP)
CB 8 G�
STA. 12f84.29, 16.15' RT C4.01
SHEET
RIM 429.95"
15" If /N 418.70 (S) 12" IE /N 418.95 (E) STORM CLEAJ NOUT
12" If /N 418. 95 (W) PER C. O.R. STD DTL 226,
15" lE OUT 418.70 (N) SEE SHEET C4.33 (TYP)
m
43
CATCH BASIN TYPE 2
41f24.88 TOP OF SLOPE
END ROAD (TYP)
I &� '�hAt\ �
PROPOSED FINISH
GRADE CONTOUR
I`
I (TYP)
39
r
EX TREE
I
TO BE SA I/ED
(TYP)
A
/45
�
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O A/ // // ROW JA
v
82LF 12" C-900
1 Y 0 0.0284
1, 31 32133 34
10' UT/L/TY
EASEMENT (TYP)
3 19
STA. 30f98.50, 0.00'
TYPE 2-48"
R/M 427.66
12 IE /N 421.28 (E)
12" IE OUT 421.28 (W)
iil
.II V I
35 36 37
-17
1 Vcz)
Q
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N
PROPOSED GRADE
q
0 ROAD �' (TYP) II
o
0
\
II
43O
\
°O
SQ ASPHAL T THICKENED EDGE 430 430
-
.
�.39,' nog
Q09,
TO BE ADDED TO END OF ROW 3,
EX/STING GROUND
0 ROAD � (TYP) TO DIRECT DRAINAGE TO CB 21
31f75. 50 = ROW 3
- -
'¢OOq EL: 424.58
- END ROD IMPROVEMENT
Q
�
34LF 12" PVC 41LF 12" Dl
\
pVC ®C 0284
-- O 0-6 0 1 0 0051
. . . . . .
. 82LF 12
420
420 420
.
Q I
I of rl
LW
I r\ ' 4 N
�L
�Nt.W W
W^�W
00 �,
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410
410 410
PROPOSED ELEV.
. . . . . .
. 0 ROAD � (TYP)
ROW 3 (E
ST- WEST)
EXISTING ELEV.
HOR/Z. SCALE'
1 "=30'
.
. 0 ROAD � (TYP)
VERT. SCA
E.• 1 =5
31+50 32+00 32+50
30+00
30+50
31+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
N
15'
STA. 31f32.50, 0.00'
TYPE 1,
RIM 426.30
12" IF /N 421.45 (E)
6" If /N 421.95 (N)
12" IF OUT 421.45 (W)
-r �
I ��
441LF 12" DI
I 0 0.0051
�o
PROPERTY LINE (TYP)
✓ Q 4/31-f75..50
(� END ROAD
CS 21
STA. 31f74.00, 0.00'
TYPE 1, VANED GRATE
RIM 424.64
6" IE /N 422.16 (5)
12" IE OUT 421.66 (W)
ASPHAL T THICKENED EDGE
TO BE ADDED TO END OF ROW 3,
TO DIRECT DRAINAGE TO CB 21
SEE SHEETS CA 10-CA 11
FOR STORM SERVICE LINE
DESIGN (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
.
.
.
.
h
Z
PROPOSED GRADE
0
0 ROAD � (TYP)
II
n o
14CI
EX/STING GROUND
o
�'
GRADE BREAK
I
h
0 ROAD � (TYP)
o
41 f29. 55
oaoN
1.139'
`�Z�
EL: 429.13
W
....
.
.
-
.
...
.--.-.�
.
.
.
.
-41
PROPOSED ELEV.
0 ROAD � (TYP)
RO
3 (NORTH-S
UTH)
EX/STING ELEV
HOR/Z. SCALE- 1 "=30'
0 ROAD � (TYP)
VERT. SCALE- I" 5'
of
a
40+00 40+50 41+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
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
`(EYMAP
N
SCALE: 1" = 30'
440 0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
- -
STORM EASEMENT
SD
EXISTING STORM PIPE
�
STORM PIPE FLOW ARROW
430 ❑❑
STORM STRUCTURE - TYPE 1 CB
0
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 W/TH/N SAG CURIES AT LOW POINTS
SHALL BE 31-DIREC77ONAL VANED GRA TES PER C. O. R.
STD DTL 204.3. SEE DETAIL SHEET CA33.
3. PIPE MA TER/AL SHALL CONFORM TO THE 2022
RSWOM CHAPTER 4, SECTION 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 MA Y BE
CLASS 52 DUCT/LE IRON /F DES/RED.
410 10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425524
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
jfarah 12/06/2023 yqi 12/06/2023
41f50 42f00
N
DATE:
O
CITY 0 F TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
ROAD & STORM DRAINAGE PLAN & PROFILE DRAWING N0: O
Planning/Building/Public Works Dept. (,4, 04 �
ROW 3 (E-W & N-S) SHEET: OF:
24 93
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