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ASBU/L T NOTE
THE ASBU/L T INFORMATION
DEPICTED ON THESE PLANS /S
BASED UPON FIELD SURI/EY
INFORMATION PROVIDED BY
CORE DESIGN AND
SUPPLEMENTED BY SITE
CONTRACTOR, GOODFELLOW
BROTHERS, ON ✓ANUARY
2917; 2024. GOODFELLOW
BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE
DESIGN ACCURA TEL Y
REPRESENTS FIELD
CONDITIONS ON THE DATE OF
THEIR SURVEY. CORE DESIGN
HAS REVIEWED THE
INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH
THE DESIGN CONCEPT, AND TO
THE BEST OF OUR
KNOWLEDGE THE INFORMATION
IS /N ACCORDANCE WITH THE
OBSERVED FIELD CONDITIONS.
ALL STORMWATER FEATURES
(DETENTION FACILITIES, WATER
QUALITY FACILITIES,
CONVEYANCE SYSTEM, ETC)
SHALL BE PUBLIC UNLESS NOTED
OTHERWISE.
--120—
I
° a EX GROUND
CONTOUR TYP
o \ \ I I PROPOSED FINISH -
° GRADE CONTOUR
160— \ J I (TYP)
I I
TRACT C 1 160
/ (OPEN SPACE) _ \
WETLAND 'C" \
—/60— 150—
/ IOLF 12" DI
- SLEEI/E UNDER I \
- ROCKERY. J -
PRIVATE)
150
/ 4+0
/ p N
/ RI 4 fE
/ �� ✓� l ` STA. 44f 13, 8.50 L T
/ / ( TYPE 1, _,140
RIM 14-39P 142.99
/ 12" If OUT iL .-69 (S)
.29
SEE SHEET C4.10-C4.12
FOR STORM SERVICE
y l L/NE DESIGNS (TYP) 130
6" CLEANOUT PER CITY —
�� OF RENTON STD DTL 226,
SEE SHEET C437 (TYP)
/ J//11. /7T 77, /L.L✓ L/ \
TYPE 1,
RIM H6- BE 116. 05 /
> O 6" IF IN 111. 97 (E)
12" IF OUT iz (W)/
111.65
STREET LIGHT %
SEE LIGHTING PLAN
PROPERTY (TYP)
LINE (TYP) -
TYPE 1,
RIM 06�718107.14 ��
12" /F /N 069 3r3 (S);`OZ.2
12" IE OUT 09%38 (NW)1G
IIIII��
h
`(EYMAP W
L/NCOLN AtlE NE
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 C437.
2. STORM FRAMES WITHIN SAG CURVES AT LOW
POINTS SHALL BE BI-DIRECTIONAL VANED
GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL
SHEET C4..37.
3. P/PE MA TER/AL SHALL CONFORM TO THE 2017
RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2.
PIPE MA TER/AL
ALL PIPES EXCEPT THOSE SPECIFIED AS DI
SHALL BE POL YPROPYLENE STORM SEWER PIPE
PER WSDOT SECTION 9-05.24
SEE SHEET C4.01
LEGEND
4" WALL
DRAIN (TYP) _
PROPERTY LINE
EX. STORM MAIN
100
PROPOSED CONTOUR
STORM MAIN
100
EX/STING CONTOUR
STORM CB TYPE l
Lu
CONCRETE DRIVEWAY
STORM CB TYPE 11
4" CONCRETE SIDEWALK
Oc=Oc=OOLJ
ROCKERY RETAINING WALL
G
CURB & GUTTER
I I I I
REDI-ROCK RETAINING WALL
EX TREES TO BE SA VED
0 0
1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE:
LENN R. SPRAGUE P. L. S.
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORS ONE INCH
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT 0 ACCORDINGLY
NO. REVISION BY DATE APPR �P :
ROLL/ H. HEA P. VR/N E.
WETLAND 'D"
15' STRUCTURE SETBACK \,
FROM SENSITIVE AREA. SEE
WETLAND MITIGATION PLAN.
SCALE: 1" = 20'
0 10 20 40
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
,R RENTON
Iftow
Planning/Building/Public Works Dept.
TRACTF�
(OPEN SPACE) _--
�pV, INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
DESIGN SURVEYING
ISTER �
1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417932
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
CANOPY 211JI24 Q
4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK:
PAGE:
DRAWING NO:
C4.02
ROAD & STORM DRA/NA GE PLAN SHE: 32 OF 107
CONSTRUCT/ON RECORD DRA WINGS