HomeMy WebLinkAboutR-425524Z
ti
O
Z
O
430
A
410
a
40
EX GROUND
CONTOUR (TYP) 41
o
42
SEE SHEET
C4.01
PROPOSED
STREET LIGHT
(Ty
i,
12189.35, ROAD A =
54f59.91, ROW 4 0
1,'
W o ROI�i' z
NIA N
CA
W
CA TCH BASIN TYPE 1 J �o
PER C.O.R. STD DTL 200,
SEE SHEET C4.33 (TYP)
V
CB 128 6 4 29, 11 15' RT SEE SHEET
TYPE 2n48"
428°78 C4.01
15" IF /N 6 (5) 418.23
12" IE /N "-,� (E) 418.38
12" If /N 4 �& 99 (W) 418.38
15" If OUT 4A8 778 (N) STORM CLEANOUT
41823 PER C.O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
43
CATCH BASIN TYPE 2 I
PER C. O.R. STD DTL 20=1,
SEE SHEET C4.33 (TYP)
4445
03085Ro
W3
ff9.,
400., ROW3A
m
F31
82LF1�F 12" C-900
40.0305�34
f 32 p 33,
J
10' UTILITY
EASEMENT (TYP)
STA. 30f98.50, 0.00'
TYPE 2-48';
ffM 4zL,7 66r 426.78
12 If /N -Az . (E) 420.88
12" If OUT 44. ziB (W) 420.88
0
^Q
1 va
Q
Q�
\ oo
N
PROPOSED GRADE
q
9 ROAD �' (TYP) II
o
N ASPHAL T THICKENED EDGE
TO BE ADDED TO END OF ROW 3,
EX/STING GROUND
.
�.39,' nog
.
TO DIRECT DRAINAGE TO CB 21
0 ROAD � (TYP)
31f75. 50 = ROW 3
-
EL: 42 58
- END ROD IMPROVEMENT
ULF
.
11j,3�F12"
C900 441�2 C900
\
C900
-'
�-0-80.�09057F98
- f12"
0305
0\
I
IIIWW
W
ro�v � Lv
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'
30+00 30+50 31+00 31+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
41f24.88 TOP OF SLOPE
END ROAD T (TYP)
PROPOSED FAMISH
GRADE CONTOUR
(TYP)
I
_
EX TREE
TRACT C TO BE SAVED
(TYP)
\
TRACTG
(OPEN SPACE)
MLF
3WEF 12" C-900
42LF
0.0115
4MF 12" C900
00 o
10.0079
CN
PROPERTY LINE (TYP)
15' �
_ I
'
31f75.50
(�
END ROAD
CS 21
STA. 31f74.00, 0.00'
TYPE 1, VANED GRATE
ffM 4z * 6� 423° 64
35
36 37
�6" IE /N 4T* (5)422.04
1
/
12" IE OUT f�. 66r (W)421.59
I
ASPHAL T THICKENED EDGE
0 20
TO BE ADDED TO END OF ROW 3,
STA. 31f32.50, 0. TO
TO DIRECT DRAINAGE TO CB 21
TYPE 1,
SEE SHEETS CA 10-C4.11
-4i'fbt-41& 90 425.81
FOR STORM SERVICE LINE
12" IE /N 5 (E)421.26
DESIGN (TYP)
6" IF /N 421.76 (N) 6" PVC
PIPE ADDED IN CONSTRUC110N
12" IF OUT 22A (W)421.26
440 440
430 430
420 420
410 410
32+00 32+50
it
N
N
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
. . .
. . . . . . .
. . .
.
Z
PROPOSED GRADE
0
9 ROAD � (TYP)
II
n o
EX/STING GROUND
o
�'
GRADE BREAK
I
h
0 ROAD � (TYP)
o
41 f29. 55
oaoN
1.139'
`�Z�
EL: 429.13
W
.
�W
N
t k
PROPOSED ELEV.
0 ROAD � (TYP)
RO
3 (NORTH -SOUTH)
EXISTING ELEV.
HOR/Z. SCALE- 1 "=30'
9 ROAD � (TYP)
VERT. SCALE- 1" 5'
of
a
40+00 40+50 41+00
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
BY DATE APPR APPROVED:
HOLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
l r-
`(EYMAP
SCALE: 1" = 30'
440 0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
- -
STORM EASEMENT
SD
EX/STING STORM PIPE
4
STORM PIPE FLOW ARROW
430 10
STORM STRUCTURE - TYPE 1 CB
0
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
420
410
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.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425524
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
0
N
N
41f50 42+00
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, Q4 �
RO W 3 (E- W & N-S) SHEET: OF:
24 93
CONSTRUCTION RECORD DRA WINGS