HomeMy WebLinkAboutR-425526O
v
EX GROUND
CONTOUR (TYP)
,,,
430
420
TRACT M
(OPEN SPACE)
EX TREE
TO BE SA l/ED
(TYP)
15' BSBL
(TYP)
50100. 00, ROW 5 = -\
14f 49.57, ROAD A
�a
-
66
65
64
63
I
62
61
60`
51f77.31 '
119LF 12" C-900
66LF 12" PVC �\
END ROAD
00.0050
00.0174 \ 4
- ..F
.
ROW 5 -T
_
o
TRACT L
(CRITICAL AREA)
CATCH BASIN TYPE 1
PER C. O.R. STD DTL 200,
SEE SHEET C4.33 (TYP)
STORM CLEANOUT
PER C. O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
A53 154 55 56 I 57 58
9
STA. 51f68.86, 0.00' RT STA. 50f49.44, 0.49' L T
TYPE 1, VANED GRATE TYPE 2-48"
RIM 42J 96 RIM 426.36
6" 1E IN 420.33 (S) 12" 1E /N 419.23 (W)
12" If OUT 419.83 (E) 6.1E IN 419.73 (S)
12"IEOUT 419.23(E)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
EXISTING GROUND
0 ROAD � (TYP)
i
BADE BREAK
51f68.86- PROPOSED GRADE
EL: 42J 96 0 ROAD � (TYP)
E BREAK
51f77.31 /
424.05 _2009
/19LF 12" PVC 010.
59
SEESHEET
C4.02
IF #90
vo
1
\ NI
SEE SHEET
C4.01
10' UT/L/TY
EASEMENT (TYP)
- SEE SHEETS C4.10-CA 11
FOR STORM SERVICE L/NE
DESIGN (TYP)
CA TCH BASIN TYPE 2
PER C.O.R. STD DTL 201,
SEE SHEET C4.33 (TYP)
L'L) ✓
STA. 14*49.57, 16.15' RT
TYPE 2-48"
RIM 427.52
18 IE /N 417. 58 (5)
12" /F IN 418. 08 (W)
18" 1E OUT 417.58 (N)
PROPOSED FINISH
GRADE CONTOUR
(TYP)
Eml
430
� hq�
1 L-- -I- I -
420
410 = ��, �,�,� mho 410
gQ Liz
EX/STING ELEV
0 ROAD � (Typ) R0 5 .
PROPOSED ELEV. HOR/Z. SC E. 1 "=30'
0 ROAD (TYP) VERT. SCA E.• 1 " 5'
N
52+50 52+00 51 +50 51 +00 50+50 50+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
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
DATUM
tiF
SG�
SFT
e�L
O
-44
NE 2TH ST
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
-
- STORM EASEMENT
EX/STING STORM PIPE
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE - TYPE 1 CB
0)
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRATES PER
C. OR STD DTL 204.2 UNLESS OTHERWISE NOTED.
SEE DETAIL SHEET CA33.
2. STORM FRAMES WITH/N SAG CURIES AT LOW POINTS
SHALL BE 9/-DIRECTIONAL VANED GRATES PER C.O.R.
STD DTL 204.3. SEE DETAIL SHEET CA33.
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 C4.10 AND C4.11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE
CLASS 52 DUCTILE IRON IF DES/RED.
O
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425526
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LSULRFAICE WATER UTILITY f DEVELOPMENT ENGINEERINGAr IL
ah 12/06/2023 yqi 12/06/2023
N
DATE:
O
TOWNS ON 12TH 101111202J
CITY OF
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
DRAWING NO,
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 06
ROW 5 SHEET: OF:
26 93