HomeMy WebLinkAboutR-425528O
v
PROPERTY LINE
(TYP)
10' UTILITY
EASEMENT (TYP)
79f71.91-
BEGIN ROAD
IMPROVEMENTS
Q
8"WATERX(G1)
U
z
RIM=437.03' an
IE 12" CNC E=433.68' 00
IE 8" CNC SE=433.88'
IE 8" CNC SW-433.88'
IE 12" CNC W=433.78'
M
430
420
CM
TRACT N
SEE SHEET
(OPEN SPACE)
CATCH BASIN TYPE 1 SEE SHEET
C4, O5
PROPOSED STREET
PER C.O.R. STD DTL 200,
LIGHT (TYP)
SEE SHEET C4.33
C4r 01
BSBL
9
8
I
I 7
I(TYP)
6 5
—
— —
—
—
I
--
— —
— -54LF 12" PVC
®0.0224 I
PROPOSED FAMISH
GRADE CONTOUR
1 I (TYP)
�R�� RTY L/NE
J.J I 10' UTILITY
� ., ... . — - ... off H _\.�END ROAD
0HP o) ore oHP a oMTH�4-178J
IMPROVEMENTS
-=
/
SD
F
7 RIM=436.07'
IE 8" CNC NW=435.22
81f00
W W
� r
SDI SD cn-
TRACT 0
(OPEN SPACE)
- SEE SHEETS C4.10-C4.11
FOR STORM SERVCE LINE
DESIGN (TYP)
-STORY CLEANOUT
PER C. O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
4 3
ti
I.
III
o Z3
W a
Gy IE 12 CN =
AEA—G I I IE 12" CNC W=424.44'
SD
CM CM
-- --- X — — —1 ..
-80f00.00, NE 12TH ST =
81f8
50f00.00, ROW 4 9.10, NE 12TH ST
=
lOf 00. 00, ROAD A
EX GROUND '
CONTOUR (TYP) CB 15 RIM=426.63'
STA. 81f47.00, 22.25' LT IE 8" CNC NE=425.78'
TYPE 1,
RIM 429.40
12" /F OUT 425.40 (NE)
79+50 80+00 80+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
81 +00
SD G
SD ---- SD
� Ium
/ X
3 RIM=42641' /
Da IE 8" CNC NW--25:5
RIM=427.83' q1'S
IE 12" CNC E=424.93'
IE 8" CNC SE-425.03'
IE 8" CNC SW=425.03'
IE 12" CNC W=425.03'
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
81 f50
82+00
82+50
83+00
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
Z �426—
W W W-
SAWCUT (TYP)
—G
G SD� SD G_
m—SD�r�SD
X X O O
83+50
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
`(EYMAP
O
O
O
N
N
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
440
STORM PIPE
STORM SE?WCE
— — — — STORM EASEMENT
EX/STING 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
430
C.O.R STD DTL 204.2 UNLESS OTHERWISE NOTED.
SEE DETAIL SHEET C4.33.
2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS
SHALL BE BI-DIRECTIONAL VANED GRA TES PER C. O. R.
STD DTL 204. J SEE DETAIL SHEET C4.33.
J 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 C4.10 AND C4.11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE
CLASS 52 DUCT/LE IRON /F DES/RED.
420
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425528
84+50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
jfarah 12/06/2023 yqi 12/06/2023
N
DATE:
O
CITY 0 F TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4.08
NE 12TH ST SHEET: 28 OF, 93