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ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE NO PARKING SIGN INSTALLED PER
DETAIL ON SHEET 25 PARKING
'N
11
SEE SHEET 30
FOR CONTINUATION
BEARING PAD-:
ELEVATION (TYI?.)
0 10 20 40 CO N 78 .• �t0 79
RIM=411.50 �* 411.50' .00 406.90
IE=408.50 (6") RIu 406.90
CO
800 RIM=411.50 �i CO
IE=408:' 0 (6") :` 1-" RIM=406.90
FOR
ALL UIM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
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COORDINATE WITH PROPERTY
w I w I W W I OWNER ON RELOCATION
OF EXISTING IRRIGATION
NW N I SYSTEM FOR INSTALLATION
I I ^ 00 �' OF SIDEWALK.
I v SEE SPECIAL NOTE # 1 I STATION 37+84.90 18.58 LT
w I I w I TO THE LEFT. O W I x END ROAD TAPER AND
----� - -� -- - --- --� �� MATCH EXISTING INSTALL DRIVEWAY CUT
"""I•.a I I IxI I U I TO PRESERVE EXISTING
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IE (6")
403.80
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EX. FENCE TO BE
RELOCATED TO CONDITION.
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53' EASEMENT FOR .• ''j`........•
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SPECIAL NOTES
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INGRESS AND EGRESS, I
INSTALL DRIVEWAY CUT
S
1. HATCHING TO INDICATE AREA TO BE COVERED WITH 20' STEEL SHEETS
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PUBLIC ROADWAY' AND
TO PRESERVE EXISTING
FOR PIPELINE PROTECTION DURING CONSTRUCTION. SHEETS TO ACCESS GATE PER
DETAIL THIS SHEET.
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RELATED DRAINAGE PER
REC#
CONDITION.
COVER FULL WIDTH OF ACCESS ROAD EXTENDING 10' PAST CENTER
(BOTH SIDES)
•;2,01'60201000402
1.
STATION 37+84.44, 18.21' RT
OF NORTHERN AND SOUTHERNMOST PIPELINES.
OPE
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END ROAD TAPER AND
2. CONTRACTOR SHALL POTHOLE EXISTING WATERMAINS PRIOR TO
TEMPORARY CONSTRUCTION 1:
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MATCH EXISTING
INSTALLATION OF GUARDRAIL AND ACCESS GATE POSTS.
EASEMENT
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INSTALL GUARDRAIL ALONG BACK OF
3. SEATTLE PUBLIC UTILITY PERSONNEL SHALL BE PRESENT AT ALL
INSTALL 3-INCH SCH 80 PVC
II
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ROADWAY EASEMENT PER WSDOT
TIMES DURING POTHOLING.
CONDUIT FOR FUTURE USE
-----------------J------------�
STD PLAN C20.10-03 TO PREVENT
BY SEATTLE PUBLIC UTILITIES.I
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UN -AUTHORIZED VEHICLE ACCESS
Ar
CAP BOTH ENDS. COORDINATE
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INTO PIPELINE EASEMENT. (BOTH SIDES)
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W5
Ej WILL BE PROVIDED ON THE
OPPOSITE SIDE OF THE STREET.
ROAD NAME SIGN INSTALLED PER
DETAIL ON SHEET 45.
n INSTALL PEDESTRIAN
U WARNING SIGN (W11-2)
NOTE:
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EXACT LOCATION AND NUMBER OF SIGNS TO
q.02 ..
I BE CONFIRMED WITH CITY INSPECTOR PRIOR
L = i TO INSTALLATION OF ALL SIGNS (TYP).
II
III � i II; x
UTILITY CROSSINGS:
IE 8" W=405.10
'' .•'1Y0. 1 Ili
T/P 12" SD=403.34
cj)'I ' "� Q IE 12" SD=400.72
III I
T/P 8" SS=399.02
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2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
SURVEYED:
BCE
DESIGNED:
BJT
BK '11/20/18
BJT
DRAWN RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
SITE PLAN KEY MAP a
20'-0"
HOOVER FENCE CO.
1-1-SERIES 20' TUBULAR
BARRIER GATE KIT
,7(OR APPROVED EQUAL)
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CONCRETE I I I I
BASE
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ACCESS ROAD GATE DETAIL
425 NOT TO SCALE
KEYNOTE:
®CURB RAMP NUMBER SEE
SHEET 37 AND 39 FOR GRADING
DETAILS.
415
KEYNOTE:
SPOT ELEVATION AT
(DBACK OF WALK, CENTER
OF DRIVEWAY.
410 DRAINAGE NOTES:
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
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1. STORM DRAIN (SD) SHALL BE LCPE UNLESS z
NOTED OTHERWISE.
2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE o 4 423 p
405 T E
ONSHEETP45, ARE REQUIREDEVERY50 TLFL ��ss DNA L
400
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VERTICAL DATUM
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CITY OF RENTON, NAVD 88
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395 BENCHMARK
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FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4"
CONIC
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INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK
1857
C14I
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EL=413.38 (JUNE 2013)
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390 FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE
158TH
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ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24'
(JUNE
w N
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2014)
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385
CITY OF RENTON
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DEPARTMENT OF PUBLIC WORKS
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APPROVED BY DATE
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APPROVED BY DATE
39+50 v
APPROVED BY DATE �A ° CONSJ
APPROVED BY DATE v
DATE:
CITY 0 F ROAD AND DRAINAGE PLAN AND PROFILE 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O
RENTON MAINVUE WA, LLC DRAWING NO:
Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 w
BELLEVUE, WA 98004 SHEET: 26 OF: ww U