HomeMy WebLinkAboutR-425529ti
O
Z
O
O
v
TOP OF SLOPE -
(TyP) I .
15' BUFFER
(TYP)
PROPERTY LINE
(TYP)
390
370
93f00
PROPOSED STREET
LIGHT (TYP)
U1,I /L'" Dm J//v / arc /
EX TREE TO PER C.O.R. STD DTL 200,
BE SA VED (TYP) SEE SHEET C4.33 (TYP) SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA T/ON.
=ss +— ss ss ss _ ssss
PROPOSED FINISH
GRADE CONTOUR
(TYP)
I�
-SS s 00 --
ti�
�9
07
N
92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
SURVEYED:
BY OTHERS
DESIGNED:
HOLLI HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
NO. REVISION BY DATE APPR APPROVED:
HOLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCA * NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
390
.6
370
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM PIPE
STORM SERVCE
STORM EASEMENT
EXISTING STORM P/PE
STORM P/PE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CS
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 BI-DIRECTIONAL VANED GRA TES PER C. 0. R.
STD DTL 204.3. SEE DETAIL SHEET CA33.
3. PIPE MA TER/AL SHALL CONFORM TO THE 2022
REWDM 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 /F DESIRED.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425529
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
ROAD & STORM DRAINAGE PLAN & PROF/LE
NE SUNSET BL VD
CONSTRUCTION RECORD DRA WINGS
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE:
DRAWING NO:
C4.09 O2
SHEET: OF:
29 93