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441.60
ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST AND TRACT P
CO
RIM=441.30
IE=438.30 (6")
BEARING PAD
ELEVATION (TYP.)
FOR
ALL UPtA 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
TRACT I
CO
RIM=441.30
IE=438.20 (6")
SEE SHEET 40 FOR
CUL-DE-SAC
GRADING DETAIL.
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PROPOSED GRADE
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0 CENTERLINE
Nw
EXISTING GRADE
W
0 CENTERLINE
>-
M
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(PUBLIC)
1
LC
1.7130
�}8sfo (PUBLI)
LF 12" LCPE 1.019'
1
CBM TYPE 1 PUBLIC
CB#48 TYPE 1 PRIVATE
STA = 25+7s.00, 1.68', RT
STA. =
24+44.03, 12.17'. LT
RIM = 443-89- 442.81
RIM =
44.1.48 441.39
IE _ 44� (6" SE) 438.25
IE = A4&.
g 6" E 4J8.66
IE = 4-38-9•1- (12" W)438.15
IE _
438.-48 (12" sw) 438.39
CB#47 TYPE 1 PUBLIC
26
2+ LF
12" ILCPE 0 O +% (PUBLIC)
W/ THRU CURB INLET
STA. = 25+ 13.38, 72.671, RT
CB, PE TY2-48'
I
RIM = 449.47 44048
STA. =
24+44.03 12.17' RT
I-DIRECTIONA VANED GRATE
RIM =1-48
441.36
IE = 447.49 (12"
) 436.54
IE =
43+8 (12" NE) 43821
IE = 4z37.99- (6" S)
437.08
IE =
AZTJJ-4V (12" S) 435.
?
IE = 4z37.49 (12"
) 436.54
IE =
435.48 (12" NW) 435.62
EXISTING GRAD
PROPOSED GRADE
HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED
0 CENTERLINE
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25+00 26+00
455
445
Q5
430
SITE PLAN KEY MAP a
UTILITY CROSSINGS
QIE 12" SD=438.27
T/P 8" W=437.27
QIE 12" SD=437.82
T/P 8" SS=434.40
CV
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0
W�
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"'
OPOSED GRADE
0
CENTERLINE
Ln � N
N�
1.25%
�
J
NW
EXISTING
GRADE
C�3 CENTERLINE
- -
- -
- -
- - PUBLIC)
12" LCPE @
� LF
;
1%(
g4
TO CB#47 " SEWER
THIS SHEET
E4i TYPE
PRIVATE
TA. = 25+76.
EXISTING GRAD
0, 1.68', RT
Q CENTERLINE
IM = 443.89-
42.81
E = A Z� (6"
SE) 438.25
PROPOSED GRADE
0 CENTERLINE
E = 438.91- (12"
W)438.15
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SURVEYED:
BCE
DESIGNED:
BJT
DRAWN:
2 REVISED PER CITY COMMENT BK 1/20/1 BJT RAG
1 ASBUILT BK 11/2/18 BJT CHECKED:
RAG
NO. REVISION BY DATE APPR APPROVED:
BJT
TRACT P SHARED DRIVEWAY AND UTILITIES
HORIZ. 1 "=20' - VERT. 1 "=5'
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1983
HORIZONTAL: NAD 1983/1991
DATUM
Cl"AR
TY OF
RENTON
Plonning/Building/Public Works Dept.
NO PARKING SIGN INSTALLED PER
0 DETAIL ON SHEET 45. PARKING
WILL BE PROVIDED ON THE
OPPOSITE SIDE OF THE STREET.
ElROAD 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).
L,71 ;11WTI aOJ_ti1-11IV,
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 CONC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
DRAINAGE NOTES:
1. 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.
KEYNOTE:
SPOT ELEVATION AT
O1 BACK OF WALK, CENTER
OF DRIVEWAY.
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A
455
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
450
FIELD REVISIONS.
TAIk
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445
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APPROVED BY DATE W
APPROVED BY DATE V� ,`-_
APPROVED BY DATE b� ° CONS)
APPROVED BY DATE
DATE:
ROAD AND DRAINAGE PLAN AND PROFILE 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET w� OF: 68
CITY OF RENTON
E�)EPAFiTMENT OF PUBLIC WORKS