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SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
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ROCK -LINED OUTFALL PAD
1' THICK X 7' W/DE x 8' LONG
A
ROCK LINING SHALL MEET THE
Sf
SCIRCA TONS OF THE 2017 RSWDM
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1 1 CONSTRUCTION RECORD DRAWINGS
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
•ra
:IM
ASBUIL T NOTE
THE ASBUIL T /NFORMA TION DEPICTED ON THESE
PLANS /5 BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOOOFELL0W BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS
REV/EWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE W/TH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE INFORMATION /S /N
ACCORDANCE W/TH THE OBSERVED FIELD
CONDITIONS.
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRA TES
PER C. 0. R STD DTL 204.2 UNLESS OTHERWISE
NOTED. SEE DETAIL SHEET C4.37.
2. STORM FRAMES W/THIN 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. PIPE MA TER/AL SHALL CONFORM TO THE 2017
RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2.
M E M
2/ 1 3/24
H H H
SURVEYED:
LENN R. SPRAGUE P.L.S.
SCALE:
AS NOTED
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
HOLL/ HEA VR/N
AT FULL SCALE
SCALE NOT ONE ACCORDINGLY
BY
DATE
APPR
APPROVED:
HOLL/ H. HEA VR/N P. E.
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
109+00
95+00
110
M
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100 0
N
v
90
109+25
95-0
W
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
99 DESIGN SURVEYING
IS ERF
1
IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417942
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
ROAD & STORM DRAINAGE PROFILES
(LINCOLN A VE NE)
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DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C4.25
SHEEP: OF:
42 107
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CONSTRUCT/ON RECORD DRA WINGS