HomeMy WebLinkAboutR-417934—126
ALL STORMWATER FEATURES
(DETENTION FACILITIES, WATER
QUALITY FACILITIES,
CONVEYANCE SYSTEM, ETC)
SHALL BE PUBLIC UNLESS NOTED
OTHERWISE.
15.51?RUCTURF SETBACK
FROM SENSIT'VE AREA.
SEE WETLAND UITIGATION
A PLAN
SEE SHEET C4.03
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STANDARD NOTES
1. ALL STORY FRAMES SHALL BE VANED GRATES PER
C. OR STD DTZ 204.2 UNLESS OTHERWISE NOTED.
DETAIL SHEET C4.37 SEE LEGEND
2. STORY FRAMES WTHIN SAG CURIES AT LOW POINTS
SHALL BE 81-DIRECTIONAL VANED GRA Tf -5 PER C.O.R.
57D D 7Z 204. J Sz5f - DETAIL SHEET C4.37 PROPERTY LINE
3 PIPE MA TER/AL SHALL CONFORM TO THE - 2017 RSADU - 100 PROPOSED CONTOUR
CHAPTER 4, SECTION 4.2.1. AND TA8Zf_ 4.1.1.A2. /00-- fXI5 7NG CONTOUR
A SBUIL T NOTE
THE A SBUIL T INFORMA TION DEPICTED ON THESE PLANS
IS BASED UPON FIELD SURVEY INFORMATION PROVIDED
BY CORE DESIGN AND SUPPLEMENTED BY SITE
CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY
29 TH, 2024 GOOOFf Z L 0 W BROTHERS INDICA TES THAT
7Hf_ DATA PROVIDED TO CORE - DESIGN A CCURA TEL Y
REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR
SURVEY. CORE - DESIGN HAS REVIEWED THE
ED FOR GENERAL CONFORMANCE
INFORMATION PROVIDED
WITH THE DESIGN CONCEPT, AND TO Nf - BEST T OF OUR
KNOWLEDGE THE INFORMATION /S IN ACCORDANCE WITH
THE OBSERVED FIELD CONDITIONS.
I
__T DRIV W I LLI CONCRETE f AY
4" CONCRETE SIDEWALK
4 CURB & GUTTER
1 CONSTRUCTION RECORD DRAWINGS
F.ITS"M Me,
ROCK LINED OUTFALZ PAD
P THICK x 7' MVE- x 8' LONG
ROCK LINING SHALL MEET
SPECIFICA 77ONS OF THE _2
fiSM2Y SECTION 4.2.2 AN
TABLE 4.2.2A.
101
TYPE 1,
RIM A0048 10061
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12" 1E IN h4.619 (f) 122.95
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12 If - IN 1 &9:ff (f) 110
12 IE OUT 199 z13 (NW) 110 45
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TYPE 1
SCALE: 1 20
SD- fX STORM MA
IN AIN EX TREES TO BE SA PED 0 10 20 40
STORY MAIN
\®\ D 0
STORY CB TYPE
(
STORM CB TYPE I /
Gc=Oc=ORO ROCKERY RETAINING WALL
REDI-ROCK RETAINING WALL
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
M E M 2/13/24 H H H SURVEYED: SCALE: VER`nCAL:- NAVD 1988
GL EAW R. SPRA GUE P. L. S. HORIZONTAL- NAD 1983/1991
—DESIGNED: mw CITY OF
HOZLI HFA VRIN
, j
DRAWN: RENTON
MARY UO0ff ONE INCH DATUM 114111111110F
CHECKED:HOZLI HFA VRIN IF NOT ONECNCH Planning/Building/Public Works Dept.
BY DATE APPR APPROVED: SCALE ACCORDINGLY
HOZZI H. HE -A VRIN P. E.
,
RIU _9 10796
12" IE IN 06416 (SE) I03.61
12" IE OUT 4940E (NW) 103.61
STA. 108*46, O.OJ RT -00
TYPE 1, 12 7"VC 0899
RIM 105 9�104.29 36 XF DI 01176
12" 1E IN 100:50 (SE) 99.34 PIPE * TERIA L
12- IE OUT �9 (N)9924
ALL PIPES f_,Yff_PV THOSE SPSCIfILD AS DI
SHALL BE POZ YPROPYZENE STORY SEWER PIPE
PER WSDOT SECT/ON 9-0524
K INS
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
0XZ 99
WT V
DESIGN SURVEYING
1pNAL
12 100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-417934
2/13/24
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE RENTON, WA 98056
ROAD & STORM DRA INA GE PLAN
O
DATE:
7 1
211J124 .
FIELDBOOK:
PAGE.
DRAWING NO:
C4.04
SHEET: OF:
34 1071
CONSTRUCTION RECORD DRAW/NGS