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ASBUILT DRAINAGE FACILITY PLAN AND DETAILS
ZOIZ
ALL AT TIFFANY PARK
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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 GRATE REMOVABLE ACCESS YD
GRATE. REFER TO STRUCTURAL RIM: 404.81
PLANS FOR DETAILS IE: 399.00
k
386.75 10 LF 30" SD CAA 1 7%
IM
0.50%
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B
35 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 35
I IE=1387.06 (30" 1
12" ANTILAIIIoN PIPE I I I I I I I I I I I I I I I I
41.8....
4a.6.
5' WIDE' X 7' HIGH MINIMUM
OPENING FOR MAINTENANCE
ACCESS BETWEEN CELLS
91 (TYP.)
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GRATE. REFER TO STRUCTURAL 1
PLANS FOR DETAILS....
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CONTROL STRUCTURE #1
SEE SHEET 33 FOR DETAILS 1
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1 386.75
12 1
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.404 -2-2.-..LF12'I SD 0 4.697o
1 0.,37
STORM FILTER VAULT PER 1
DETAILS ON SHEET 33
IE = 386.90 (12" IN) I
IE = 384.60 (12" OUT)
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I I I I I I I I to1386.75______
I I I 38 .75 r I I I I I.. I I I I I I I I I I I I I I I 1 I I I I I I I I I I I -
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$86.251 I I I I 1.. I I I I f I : I I I I I I II_,-i''� ao6
13s6. 5 I I I I I I I I ,I-'' I I 1 I I I 1386. 5 1..
I I I •.•'� I I I I I I I I C I I _��'.••{••.......�,••, l••''' I I I I I I I ••�• I
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---------------- --- ------ ---------- _ _ _ _ _ ___ ....13805
124" ACCACCESSOPEI =41TH LADDER AND RbUND �OLID ILOCKII41GI LID MARKF_DI DRAIN" WITH LOCKING BOLTS I ND OISHA CbNFIN8D•'* I I I I I �.I.��••I I I I I I I I ..... f" I SPACE -WARNING (TYP.) ItOR RAISED OPENING WHERE THE DE•Pj H I I I I I 1 I 1
.736. 5 mo; I I I 1_,-I-FlOM l THE IRON COVER 10 THf.. TOP I OF THE VAUET EXCEEDS 124 I I I I f •. I I I I I
1..•..•...1 I I - INCHES, AN ACCE S COVER E. UIVALE T TO A TY E 2 ICH
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�BASiN�Ql7 TYPES M . SH' ALL BE U E SE WSD. T ---�-
I I I I STANDARD FLAN BI-15.2 .�00 bR B-15.40 00. ' I I I I I 1 I I I 1386 2� 404 ...... „
1 "
I I I I I I I I I I I I I I I I,d�
12 I VENTILATION• 1 -PIPE I I I 1 1
3Z s.25 �, I I I I I I I I I I I I I:' I I I I I I I I I $86.75 4
�' I I 12" VENTI TIoN PIPE
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•���••�••1"'•••••••I•••••�....I..........I•.... •..I�'•� I I I,_,k'' I I I I :'� I I y''°' I I I I I..
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I I I I I I I ID 7�'�I I I I I I ......... I I I I I I I I I I I I I :1
386.7 . CAST- CONCRETE
$7 LF 0" SD3
N VAULT. REFER TO132' DETENTI93 0.80X
STRUCTURAL PLANS PREPARED6.75
......
I. I I I I I .. I I I I I I BY VISSER ENGINEERING h°
.....I....
I I I I I I I I I •..•••'''•I I I
- I I I I I I I I I I I I I I I I 386 25 PROVIDE PERFORATED
3 6.25 I FOOTING DRAIN AROUND
I I I I I I I I I I I I I I
o I •�..•••""'f ENTIRE VAULT PERIMETER.
L;
I I I I I II I I I I I I I
I I I I I I I I I I I I I I I I I I I ...I..••••••"f• I I I I I I I I I C I � I CONNECT To .C6#7 YD
I I I I I I I I I I I RIM: 402.56
IE: 397.66
I I I I I I I I I 6" SD 0 1.00% MIN.
I I
I I I I I I.• ''' I I I I I 1""""'1" a ''' I I I I I 386.7�
..586.751
' ••• I I I I I I I I I I...�•�'•• I I
12" VENTILATION.. PIPE
''•••.l.•• .L.•••''' I I I I I I I I I I I I I I I I I
3 L625II 1386 23825 5, WIDE 7, IGH MINIMUI 1
oP NING FOR AINTE�IANCEI I I I I I I f I I I
I I I ACCESS bETWE N SE ILS (TYP) I I I I I I I I.. I I I
I I I I � I I I I I I I I I .•��I I I I I I I .�'��•I I I...•••��• I I I I I '"
� � � I I I I .•�� I I I I I I I ..•� I I •.��'• I I I I I I �'
g�.751 I I I I I 1 10 1 1 1 1
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I I I I I I I I I I I I I
I I I I I I I 1 10 1 I I I
1386 2� 1 1 1 1 1 1 1 Ln 1 1386.215 1
1.........1 ........I ......51X,1•2'..$UMP I
,�,-%.........ILo.....1......
CONTROL STRUCTURE #2
SEE SHEET 33 FOR DETAILS
6" SD @ 1.00% .MIN.
0
YD
RIM: 401.23
IE: 399.23
12" VENTILATION PIPE TRACT A 3E
EDGE OF STRUCTURAL
PANEL (TYP.)
24" ACCESS OPENING WITH LADDER AND ROU SOLID LOCKING
LID MARKED 'DRAIN" WITH LOCKING BOLTS D'OSHA CONFINED
SPACE WARNING (TYP.) FOR RAISED OP NG WHERE THE DEPTH .
FROM THE IRON COVER TO THE TOP THE VAULT EXCEEDS 24
INCHES, AN ACCESS COVER EQUTO A TYPE 2 CATCH
SASIN..OR. TYPE 1 MANHOLE,,S L BE iJSED. SEE WSDOT
STANDARD PLAN B-15A' 0 OR B-15.40-,00.
386.25
12" ENTILATION PIPE
YD
RIM: 401.51
IE: 398.94
2-34 LF 30" SID C�...'
..2,35.................... 1.17X
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
/
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SURVEYED:
BCE
DESIGNED:
BJT
BK
1/20/1 8
BJT
DRAWN:
RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
� NOTES•
/
/
/
/
404
TRACT A VAULT DATA:
DETENTION VAULT
RISER OVERFLOW WATER SURFACE EL = 398.60
DESIGN WATER SURFACE EL = 398.00
VOLUME REQUIRED = 213,296 CF
VOLUME PROVIDED = 229,130 CF
VAULT VOLUME CONSTRUCTED = 225,380 CF
1. VENTILATION PIPES (MIN. 12" DIAMETER OR EQUIVALENT) SHALL BE
PROVIDED IN ALL CORNERS OF VAULT To ALLOW FOR VENTILATION
PRIOR TO ENTRY OF MAINTENANCE PERSONNEL INTO VAULT.
VENTILATION PIPES ENTER THROUGH THE SIDE WALLS OF THE VAULT.
PROVIDE LOCKING LIDS FLUSH WITH FINISH GRADE USING CLEANOUT.
2. WHERE PIPES ENTER AND LEAVE THE VAULT BELOW THE DESIGNED
MAX WATER SURFACE, THEY SHALL BE SEALED USING A
NON -POROUS, NON -SHRINKING GROUT.
3. SEE DETENTION VAULT STRUCTURAL PLANS PREPARED BY VISSER
ENGINEERING.
4. SEE SHEET 44 FOR YARD DRAIN DETAIL.
SCALE:
HORIZ: 1 "= 1 0' VERTICAL: NAVD 1983
83/1 CITY OF
R HORIZONTAL: NAD 1983/1991
VER: N/A
RENTON
I ONE INCH I DATUM
AT FULL SCALE Plonning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
YD
RIM: 402.65
IE: 399.65
402..................
SEE GRAVEL ACCESS
ROAD SECTION
DETAIL SHEET 16
/
VERTICAL DATUM
6" SD 0 1.00% MIN.
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, 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)
CITY OF RENTON
EDEPAFiTMENT OF PUBLIC WORKS
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4 423 p ��
FSS, F0/SiE��
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11/2.0/201
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DRAINAGE FACILITY PLAN AND DETAILS D 1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202 w
BELLEVUE, WA 98004 SHEET: �� OF U
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IRI-131912131312