HomeMy WebLinkAboutR-416617AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN
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SAWCUT EX PAVEMENT
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0.90' COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1 /2" PG 5811-22)
0.35' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
PER WSDOT STD. SPEC 5-04.3(4)C PAVEMENT WIDENING
WIDTH REQUIRES A MINIMUM OF 40" FOR COMPACTION.
RIGHT TURN LANE CROSS SECTION
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11' 5' WALK 2.5' R/W DEDICATION
0.5'
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PER C.O.R. STD. PLAN 101
(BOTH SIDES)
EX PHONE AND
GAS LINE
OF
ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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EX EDGE OF 24" CULVERT
- PAVEMENT / IE=89.50 -
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SCALE: 1 "=20'
-16 LF �4 8" SD BEGIN STREET IMPROVEMENTS
T _ STA 98+99.47, 27.65' LT
d*133 IE=92.51 (EX 18" CONC)
CONTRACTOR TO VERIFY IF DEBRIS
BARRIER EXISTS ON PIPE END AND
INSTALL IF NEEDED.
EX 18" CULVERT
P) FP(o8 ,
EX CATCH BASIN
(REFER TO CONNECTION
7 LF 18" EX OONC DETAIL ON SHEET 16 FOR
MORE INFORMATION)
EX POWER POLE AND GUY WIRE EX WATER METER
REFER TO PSE DESIGN FOR (TO REMAIN)
RELOCATION OF EXISTING
FACILITIES EX BOLLARDS TO
EX SSMH (BE REMOVED)
GRADE w a EXISTING GRADE AT
AT FLOW LINE z En CENTERLINE PIPE
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. STA.: _ : 10.1 +31.12, : 49:.737, LT
RIM '.93.39 93.02
IL = 89.21 (12 E)
IE _ 96.71-(5" $) :89.27:
IE _ 98.21-(12 N)90:13
W/SOLID LOCKING LID
STA: = 0+34:72; 19.30', RT
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RIM: 93:75.....................
IE 89.58-(18" E)89.12
IE = 89.69-(24" N)89.12
4LF18"SD00.00%
cm4 TYPE 1L
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STA = 0+34.27, 15.73', RT
RIM _ �93:&:93.78
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IE _ 8-9.89-(18" W)89.12
IE _-89.59-(24 N)89:12
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FLOW LINE
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CONTRACTOR TO VERIFY IF DEBRIS
BARRIER: EXISTS ON :PIPE END AND
.......................:.................INSTALL -IF - -NEEDED:. ' 90
EX 18"CULVERT
(TO REMAIN)
7 LF 18" SD CAD : 0.30%
MO TYPE 2-,W . . • • • • •
.............
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W/STANDAM MATE : . . . . . .
STA: = 0+38.32, 0.00',
RIME93.01
IE _ -89.83 (18' S)89.4$
IE = 89.93 (18' E)
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L`DAIIC AT CI ll1A/ I IAIC
WA-169 PROFILE
H: 1 "=20' V: 1 "=5'
SURVEY DATUM
L EXISTING GRADE AT FLOW LINE
HORIZONTAL DATUM: VERTICAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86`32'23"E. 98.199 FEET(NAVD88).
1 I RECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
MTS 4/15/22 BJT 1 SURVEYM
MTS 6 21 22 BJT
oEM MTS
WAINN. KLB
CHECKED.
TS
BY DATE APPR APPROV .
BJT
SCALE: PLAN: 1 "=20' VOUICa_ MVD IM
PROF: H 1 "=20' HomzoNrAL• NAD I983 I99I
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
75
M
\ WA-169
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SITE PLAN KEY MAP .'
UTILITY NOTE:
DEVELOPER AND ENGINEER TO COORDINATE
WITH THE UTILITY COMPANIES FOR RELOCATING
OR REMOVING EXISTING UTILITIES AS NEEDED.
CONTRACTOR SHALL POTHOLE EXISTING
UTILITIES AND NOTIFY ENGINEER OF ANY
CONFLICTS.
OSTOP SIGN
STA: 11 +82.64, 20.96'
INSTALL STOP SIGN PER
CITY OF RENTON DETAIL 129
NOTES:
1. ALL CATCH BASIN OFF -SETS ARE TO
CENTER OF GRATE (NOT CENTER OF
STRUCTURE).
2. ALL STORM DRAINAGE PIPE SHOWN ON THESE
PLANS AS "SD" SHALL BE LINED CORRUGATED
HIGH DENSITY POLYETHYLENE PIPE SMOOTH
INTERIOR UNLESS NOTED OTHERWISE ON THE
PLANS.
CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-4166171
IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M
AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN
TRIPOINTE
(425) 455-2900
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008
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DATE:
6/21/22
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FIELDBOOK:
PACE:
17 °P` 46