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CATCH BASIN TYPE 1
PER C. O.R. STD DTL 200,
SEE SHEET C4.33 (TYP)
Pz 24E•F-4z2' C900 0 0 845�
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TRACT L
(CRITICAL AREA),
55+00 54+50 54+00 53+50
TRACT M
\ (OPEN SPACE)
STORM CLEANOUT
PER C. O.R. STD DTL 226,
1 SEE SHEET C4.33 (TYP)
CATCH BASIN TYPE 2
PER C. O.R. STD DTL 201,
SEE SHEET C4.33 (TYP)
Woo
�v
STA. 54*50.66, 0.00'
�� TYPE 1,
30 429.49
12" lE /N 9 (W) 425.89
12" If OUT 41`6�B (E)425.89
29 SEE SHEETS C4.10-C4.11
FOR STORM SERVICE LINE DESIGN (TYP)
I ` CB 23 SEE SHEETS C7.02-C7.04 FOR
I 28 STA. 54f26. 41, o. oo' TYPE 1, UTILITY CROSSING NFORMA TION.
-- -_ f�f,6F-4Z 8& 7'�' 430.08
° ' = 6" /F /N TLT.(S) 427. 43
12" IE OUT AA7 A8 (E) 426.98
da 27 0 25
STA. 52f 14.01, 0.00' L T SEE PROPOSED STREET
26 � T� 434.72 VANfD GRATE SHEET LIGHT (TYP)
v°.. .
3 ` 12" /F /N *36 99 (5) 429.27 10' UTILITY EASEMENT SEE SHEET
12" /F OUT e& (E)429°27C4.03 (TYP) C4. O8
25 IF 22 9
J I I 434
24 I I 23IL
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TRACT N
(OPEN SPACE) 151150
. `• [ = a
C90"-qB d' o ►nNl
0Q,_ 0.0084- BSBL �
\RQW 4 52f- 00
u
PROPOSED F/N/SH l
GRADE CONTOUR 1
(TYP)
SEE SHEET C4.OS
HIGH T STA: 51f46.93 LOW PT ST : 50f4>.99
HlG PT EL: 437.21 W PT 434.72
P STA: 51f37.96 LOZO . . . PW STA: 50f50.00
V/ EL: 437.81 o PV/ EL: 434.39 0
80.00' VC • � � 0 50.0 INC � o
EXISTING GROUND
(
0 ROAD �' T>P) Q2
W W mm
o
h m o PROPOSED GRADE
88q
o ®ROAD (T)P) -2.00%
171LF 0.0084
o / _2 46X .
C90e-�'-8:9950
4LF/ 0
1200 . . . . . . . . . . . . . . . . . . . . . . . .
........ ...... .......
��I\ ......... ..... ........
o°� o . . . . . . . . . . . . . . . . . . . . . . . .
a� . . . . . . . . . .
Lw
'IQ 'IQ
v�
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it A �L-14
................ ...
ROW4 . . . . . . . . .
EX/STING ELEV. PROPOSED ELEV. HOR/Z. SCALE.• 1 "30'
. ® ROAD � (TYP) ® ROAD f (TYP) VERT. SCALE' 1 "=5' 1
N ^ h am
r�� O "�.� .� "�� nj raj � h "�.� '�� � "�.� tp "�� �• "��
ODATE:
CITY OF TOWNS ON 12TH 10/111202J
wi RENTON 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE
DRAWING NO:
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 05 Q)
ROW 4 SHEET: OF:
25 93
CONSTRUCTION RECORD DRA WINGS
EX GROUND
CONTOUR (TYP)
STA. 50f 42.00, 0.00'
TYPE 1,
�4W 4ZF* 7z2.433.63
12" IF OUT �9-(N)
430.73
-50f00.00, ROW 4 =
80f00.00, NE 12TH ST
�z
O U
c0 Z
r7 U
tiF
sFT
e�G
O
I I I I
II
NE 92TH ST
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
O
0
N
N
v
L
O
O
N
N
53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
PROPERTY LINE
o
>
(TYP)
o�
51f37.96, ROW 4 =
N z
79*97.66, NE 12TH ST
a- o
52+50 52+00 51 +50 51 +00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO. REVISION BY DATE APPR APPROVED:
ROLL/ HEA VR/N
50+50
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
50+00
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
rR
130
120
❑❑
co
STORM PIPE
STORM SERVICE
STORM EASEMENT
EXISTING STORM 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.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425525
IN COMPLIANCE WITH CITY OF RENTON STANDARDS