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ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE
FOR
N ALL URA AT TIFFANY PARK
II
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 WASHI C�TO CO
RIM=431.00
CO i I I CO 10' PSDE I
BEARING PAD RIM=436.20 I p RIM=433.70 19 IE=427.90 (6")
ELEVATION (TYP.) IE=433.20 (6") i CO 18 1IE=430.70 (6"):.431.00 I CO
0 10 20 40 Lamm 17 I RIM=436.20 433.70 CO I
I .'RIM=431.00 I •43p.., RIM=428.60
i IE=433.15 (6"). " IE=426.20 (6")
436.20 i I IE=428.00 (6)
• w I 1
/ 456 � .\ 4�4 1 4 11 0> � 1 4 1.
a 4
�a N
�435.91 CO..IH
°
i W
14 i RIM=431.00 ■
436 �° 412"Q.. cc " IW
n ° ' 4 ' .0 0 .. ° •1E=•42.7..7Q (6 ) 0
DRAINAGE NOTES:
STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE
ANCHORS PER COR STD 221.30, SEE DETAIL
ON SHEET 45, ARE REQUIRED EVERY 50 LF.
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER
OF GRATE. NOT CENTER OF STRUCTURE.
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857
EL=413.38 (JUNE 2013)
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
CO
RIM=436.40
IE=433.33 (6")
CO
RIM=436.40
IE=433.40 (6")
TRACT 0
SEE SHEET 29 FOR
CONTINUATION.
REMOVABLE BOLLARDS
SEE DETAIL SHEET 42
TRACT C
TRACT N
SEE SHEET 29 FOR
CONTINUATION.
27+00
2 REVISED PER CITY COMMENT
1 ASBUILT
NO.
REVISION
SEE SHEET 40 FOR
CUL-DE-SAC
GRADING DETAIL.
28+00
IO
8" WATERt S
LU N
vI
� 8" SEWER co/ �■Q
102
LF 12"D ■ Z
IJ
CO Lei` ; Q
r RIM=430.70 ■
'i.IE=427.60 (6") 1
s
t
i
J
:I 8
428.30
�RIM=430.70
CO
IE=427.70 (6")
I
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SURVEYED:
BCE
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
DESIGNED:
BJT
BK
1/20/1 q
BJT
DRAWN RAG
ONE INCH
BK
11/2/18
BJT
CHECKED:
RAG
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
BJT
BEARING PAD
ELEVATION (TYP.)
415
SITE PLAN KEY MAP a
L1l l� � �11 ► _.
QIE 12"
SD=429.58
T/P 8"
SS=425.13
QIE 12"
SD=429.48
T/P 8"
SS=425.03
QIE 12"
SD=426.90
T/P 8"
W=425.80
KEYNOTE
SPOT ELEVATION AT
O1 BACK OF WALK, CENTER
OF DRIVEWAY.
29+00
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 Cl T Y OF
ML
RENTON
DATUM
Plonning/Building/Public Works Dept.
NO PARKING SIGN INSTALLED PER
n DETAIL ON SHEET 45. PARKING
El WILL BE PROVIDED ON THE
OPPOSITE SIDE OF THE STREET.
ROAD NAME SIGN INSTALLED PER
DETAIL ON SHEET 45.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
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.
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED BY
APPROVED BY
APPROVED BY
DATE
DATE
DATE
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11/zo/zos
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APPROVED BY DATE
ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET: 23 OF:6F
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