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ASBUILT DRAINAGE FACILITY PROFILE
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TRACT M............. �
-SEE GRAVEL ACCESS
ROAD SECTION
DETAIL SHEET 16
IE: 399.65
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EXISTING GRADE CAA
GRADE @
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+29� LF 30" LCPE @ +r2� (PUBLIC)
235
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LF 30" LCPE Q%
(PUBLIC)
64 LF 30" LCPE
0.80.E
@ �� (PUBLIC)
86
0.58%
74 1.32X
85 LF 18" LCPE @-6'6}�' (PUBLIC)'
Cm TYP
2-60. PURIC)
10 LF 30" LCPE @
4- PUBLIC
CB#8 TYPE 2-
B' PUBLIC
W/ SOLID L
NG LID
W/ SOLID
CKING LID
72"
=
171742.99
CB#9 TYPE 2-6�
BLIC)
TYPE 2-72' PUBLIC)
O
2-48, PUBLIC
E = 171940.42
E
E =
1308684.63
W/ SOLID LOCKING
D
=
17 4
W/
D LOCKING LID
_
RIM =
402.35
"
1717
71
E =
1308622.25
N =
172025.20
IE = 386.22 (18"
E) 386.53
55
E = l368773.91- 130
776.06
RIM
= 39.8-86 398.94
E =
1308590.79
=
IE 38fr12 (18
N) 386.43
IE = 39�56
(6 N) 397.88
RIM = 465.36 405.21
IE =
„
394-88 (12 N) 394.86
RIM =
400.04
IE = 388.28
(30" E) 388.45
IE = 387+3 (30" W)
7.71
IE =
"
39 86 (30 E) 392,71
IE =
(18" NW)384.36
7 1
$ LF 18" LCPE
.29.`K
PUBLIC
/f=398.45 ("
N)
IE = 498-86 (6" S)
8.05
IE =
395.30 (6'
IE = 38
.55 (6" S)
IE = 38�3- (30" N)
IE =
"S)
312.8@ (30 S) 392.89
IE =
( 18" SE)384.36
CB#7 TYPE 2-48'
BLIC
CB#5 TYPE 2-48' PUBLIC
CBFn. TYPE 2-60
W/ SOLID LOCKING
D
TRACT A
N =
172996.161 172094.47
W/ SOLID LOCKING LID
N = 171948.29
DRAINAGE TRACT
EXISTING GRADE @
E =
' Z^�n 1308562.31
N = 171959.02
E = 1308630.26
"=20'
"=5'
� STORM PIPE
RIM
= 39�3 397.20
E = 1308599.86
RIM = 489-99 402.06
HORIZ. 1 - VERT.
1
IE
=
3813-53• (18" SE) 383.38
RIM = 496.49400.75
IE = 384.56 (18" E) 364.86
-PROPOSED GRADE @
IE
=
383.53 (18" W) 383.40
IE = 391.18 (30" N) 391.45
IE = 384.56 18" S
5.08
� OF STORM PIPE
IE _39 1. 1
(30 S) 391.
0
IE = 3134.56
(18" NW)
384.86
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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)
41+00
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE
ANCHORS 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.
42+00
2 REVISED PER CITY COMMENT BK 1/20/1
1 ASBUILT BK 11/2/11
NO. REVISION BY DATE
43+00
SURVEYED:
BCE
DESIGNED:
BJT
BJT DRAWN:
RAG
BJT CHECKED:
RAG
APPR APPROVED:
BJT
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
415
410
L:2
K9
395
.9
385
375
370
44+00 45+00 45+20
CONSTRUCTION RECORD CITY OF RENTON
DRAWING �EPAFiTMENT OF PUBLIC WORKS
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY
APPROVED CONSTRUCTION DRAWINGS PREPARED BY
BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY
EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY
OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD
REVISIONS. APPROVED BY
VERTICAL: NAVD 1983
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Plonning/Building/Public Works Dept.
YD
RIM: 404.81
IE: 399.00
6" SD 0 1.00% MIN.
�, '4 423 p ��
FS F�l SIE��
SIONA L ECG
11/2.0/201
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DRAINAGE FACILITY PROFILE D 1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
MAINVUE WA, LLC PAGE:
DRAWING N0:
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET: M OF: 66
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