HomeMy WebLinkAboutR-425523Z
ti
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450
„m
430
420
STA. 19f66.50, 0.00'
TYPE 1,
SEE M0 4'+429.40
426.55 6" /F /N A*T 4 (S)
SHEET 426 55 6" 1E /N 4-4 04 (N)
PROPERTY LINE 12" /F OUT -fir. 64 (E)
(TYP) C4, 05 425.80
23 22 21 20 I' 1�1,19 18 17
I
EX OFFSITE TREE L
TO REMAIN (TYP)
18f 11.01, ROW 2 =01
51 f37.96, ROW 4 ORION MAIN
APN 042E MYgVO4i� - o
z d
PHUON I y
TRACT M `L
(OPEN SPACE)
171LF
-F 12" DI
® 9.• B6-,qB-
0.0085 I 9 8
SEE SHEET TRACT N
C4. 05 (OPEN SPACE)
1
®�117�III�
SEE
SHEET
C4.01
� 1
l
N�{IN
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SEE SHEET
STA. 11f41.29, 8.35" L T
'; C4, 01
TYPE 2-48
ift 4-98 59.427.92
12" 1E /N 4,49 66-(W) 421.52
12" If /N 60 (S) 421.52
12" If OUT 1111 #B- (E) 421.52
PROPERTY LINE
PROPOSED STREET
(TYP)
LIGHT (TYP)
SEE SHEETS C4.10-C4.11
EX GROUND CONTOUR (TYP)
10' UTILITY
FOR STORM SERVICE LINE
CB
EASEMENT (TYP)
DESIGN (TYP)
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STA. 21,4665.02, 0.00'
16115 14
- I
-
TYPE 1, VANED GRATE
1 1
I
! 1 �4fM 4z'3.-9-� 423.20
.. 20f 00. 00, ROW 1 =
'
13 I ,
6" If /N -�-99 (S) 420.60
��
11 f 41.29, ROAD A
11
10
6H 1E IN �.� (N) 420.60
I
C12
C-900-v-i'i'-sir 0.0928 II
1 � 8" IE /N-4z-B. 6 (E) 420.36
24LF 151LF ��
12" 1E OUT �,r (W) 420.15
12" Dl21
�._�I
f75.50
0
_
I END ROAD STORM EASEMENT
3 30A
21 �00
_
STA. 21f84. 69, 0. 00'
ROW 1
N
T�423.58/NG LID
16LF
a
-
REF 8" D/ 8" lE /N 420.86 (S)420.88
®�
_
8" lE OUT 420.86 (W)420.88
a. 426 I TRACT O
10.0320
I
/
2305, TES
103LF „ 04ASSOOIA
I (OPEN SPACE)
69
1B4EF 8 Of
i I!
0.0108
CATCH BASIN TYPE 2
SEE SHEET C 3 (TYP)1' 4
!
3 �� I 2
1
SEE SHEET C4.08 FOR PROFILE
I
I
PROPOSED FINISH
0 11
CATCH BASIN TYPE 1
GRADE CONTOUR
STA. 11f4129, 16.15' RT
PER C.O.R. STD DTL 200,
(TYP)
SEE SHEET C4.33 (TYP)
TYPE 2-48';
Ift 2' 427.92
STORM CLEANOUT
15 STORM ESMT
6" If /N 424 97 (SE) 421.92
PER C.O.R. STD DTL 226,
12 If /N z (E) 419.22
SEE SHEET C4.33 (TYP)
12" 1E /N A1�(W)419.22
15" IE OUT0:9 111 (N)418.97
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
HIGH PT STA:
..
18f33.49
. . . . . .
. . . . . . .
.
HIGH PT I
L: 437.51
PW STA:
18*50.00
PW EL:
437. 98
60.0
VC
.
.
�^
�h
18f 11.01 = ROW 2
�i �i
Lu Lu
51f37.96 = ROW 4
EL: 4J7.20
PROPOSED GRADE
EX/STING GROUND
.00A,
0 ROAD (TYP)
® ROAD (TYP)
� N
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c� ., W
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c.�
.
°e NN N
o�NN
PROPOSED ELEV.
0 ROAD f (TYP)
RO
2
o
EX/STING ELEV.
HOR/Z. SC
E. 1 �� 30'
1
N
L j W W L W I W
® 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!
811
h
o
Q
PROPOSED GRADE
s
N W
9 ROAD f (TYP)
W In 1
EX/STING GROUND
mo"� oQ
W
\
0 ROAD (TYP)
o
.
. .
. . 18LF
.
f7EF 8
Dl
0.
0.0320
. . . . .
. . . .
151LF
-1�5z''EF 12" DI 0.9.-8859-
1 O
0.0062
N N
.
W = W
O
o
C3
_�IW�,
z
. . . . . .
. 0000
�0
__ o
��a N
PROPOSED ELEV.
.
0 Q
Q o a
0 ROAD f (TYP)
RO
1
EX/STING ELEV.
9 ROAD f (TYP)
HOR/Z. SCALE-
1 "=30'
"-5'
�' ��" �
� W � �'
v oo
INERT. SCA
E. 1
tiF
SGti
sFT
e�G
O
�C
NE 92TH ST
`(EYMAP
SCALE: 1" = 30'
440
0 15 30 60
STORM LEGEND
430 •
420
410
20+00 20+50 21+00 21+50 22+00 22+50
4 FIELD CHANGE #1 DNV 5/1/24 LBS SURVEYED: SCALE:
BY OTHERS vERncAL: NAw lsae
5 STAIR REVISION KEL 7/ 17/25 HHH AS NOTED HORIZONTAL- NAD 1983/1991
DESIGNED:
6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 8/19/25 HHH ROLL/ HEAVR/N
7 STORM REVISION KEL 8/20/25 HHH DEW"`
MARY MOORE ONE INCH DATUM
8 STORM REVISION M J S 8/25/25 HHH CHECKED: AT FULL SCALE
6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 9/16/25 HHH ROLL/ HEAI/R/N IF
C NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR ROLL/ HEAVR/N
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 TES 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 81-DIREC77ONAZ VANED GRA TES PER C. O. R.
STD DTL 204.3. SEE DETAIL SHEET C4.33.
3. PIPE MA TER/AL SHALL CONFORM TO THE 2022
RSWDM CHAPTER 4, SECTION 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.
9AII
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425523
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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N
N
N
DATE:
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CITY 0 F TOWNS ON 12TH 812012025
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 93