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ASBUILT DRAINAGE FACILITY PLAN + DETAILS
OF
TERRACE
F RE T PLAT
O S
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
I i / / / /I
- - - - - - - � ..........
-
KEYSTONE RETAINING WALL MAX
r
HEIGHT = 6' (TYP)
W' ......
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.
TRACT A VAULT
DATA:
DETENTION VAULT
BOTTOM OF VAULT LID = 367.00
DESIGN WATER SURFACE EL =
366.50
ACTIVE WATER SURFACE EL =
355.50
BOTTOM OF VAULT = 354.75
VOLUME REQUIRED = 120,130
CIF
VOLUME PROVIDED = 123,130
CIF
VAULT VOLUME CONSTRUCTED
= 134,992 CIF
- - -7/ -
PROPERTY
BOUNDARY
h
GEOFOAM
MATERIAL:
SYNTHETIC LIGHT WEIGHT BLOCK FILL, REFERED TO HERE AS GEOFOAM,
SHALL CONFORM TO ASTME D6817 TYPE EPS22 AND SHALL BE
FABRICATED USING THAN FIFTEEN PERCENT REGRIND CONTENT.
CONTRACTOR SHALL SUBMIT TO THE ENGINEER THIRD PARTY TEST
REPORTS SHOWING THAT THE GEOFOAM BLOCKS MEET THE PHAYSICAL
PROPERTIES AND STANDARDS LISTED ABOVE.
G
co
i
\`\
6' HIGH BLACK VINYL CHAIN ---
`\
■
-LINK FENCE PER WSDOT
W---------------
____
STD PLAN SHT 40.
__
/
- -
-42
6g
W
\\\
��.
��
���
.............................
��'
\\\\
\\I�
-LCPE (PUBLIC)
__
-----69--
___---------
--_---
--___--
\
WALL DRAIN'
f
I
.-.-----
-------------
<< )(074)
_
-
-
-
36
X
X
J__36
Q129
LF 12" DI (PUBLIC)/'
12
TOP OF PONY WALL
LF 12"
LCPE (PUBLIC) \� TOP OF
PONY WALL
\d'
ELEV = 370.04
�\
���'
----
--
U
362.35
STORMFILTER
362.
ELEV =
370.04
\
........................................
195
\w
\...................
EXPOSED FACE
20' WIDE LOCKING
SWING GATE AND
�.
GUARD RAIL
• '
Q
_
1"
VAULT (fP)
C28
EXPOSED
/ ELEV =
FACE
364.04
LF 24"
LCPE PUB C
( �)
ELEV = 370.04
/
FIRE DEBT. APPROVED LOCK BOX.•''
�_
�
Cam;
_-=-'
/
/
---
•-
-- - .
I A
�
362.45
/
w
~
\
5 LF/ 24" LCPE
/
.....1352(PUBLIC)
»
5 LF 24 LCPE
362.9
(PUBLIC) i
/
1
/
j
/ 1
/
FOOTING DRAIN (TYP)
C�23
\.......
\
12
29.3
120'
/
38.7
/ \
\
/
w
pC
TOP OF PONY WALL
��
.
1 •I I I I I I
I TOP OF PbNY V�ALL
6 HIGH LACK VINYL CHAIN
II'
X10 REMO ABLEI
ACCESS GRATE. REFER
355.i9l
?�°
°
- --6
41 LF 12 I /
'
ELEV = 368.0'4\
�\
ITOP OF PONY WALL
1�� I I I I I o I
I I ELEV 1= 37d.04
I o I I
FENE PE� WSDOT I
t I I
I I I I I I
I l v`
1 TO STRUCTURAL PLANS
Q..
LCPE (PUBLIC``
Y
O
EXPOSED FACE
ELEV = 362.26
��
- -
ELEV = 368.04
(EXPOSED FACE ��
C;
I I I I 00 I
RIM 3691il1
EXPOSED FACE
I I 0
ELEV = 366.00
Lti
I I I I
LINK
I STb ,PLAI4- SHT'f40:.....I.........I.........I.
o
f.... I
I I I I I I
0
I I
FOR DETAILS
354,85
--
72" CATCH BASIN\\ �� I .............. I IELEV = 362.8o 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 .l aIn
\ \ = I`. 'I
TO ACT AS SUMP \ I I 6 X12 REMOVABLE ACCESS Z
\ CO I CO
\ \ I I GRATE. REFER TO STRUCTURAL I I I I I I I I I I I I' I I I I I I I I I I I 1.......
RIM= 369.68 RIM--M 54369.63
PLANS FOR DETAILS 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'•..:o .........1.... l a\ I W
Q .•
I I o o o (6 ) 368.86 N o IE--T (6 ) 368.79
�& 354.78 I I I I I I I I I I LO I I E I I I I I I I I I I _ I I �; 1 I I I I..........t.........t..� I.........t.........t.........t.........t..... ti° d
CONTROL STRUCTURE I J.........� I I I I I I I I CO I I I I I I I I I I I I I I I I t I _ ..Z4_ W
3 .30 SEE SHEET 28 FOR DETAILS..... RIM=369 54 36 '�. ` -
> ' �0.
,.
- ------ - - - - - - - - - - - IE=368�4 (6 )368.7---------------- ------ I---------- ----- -- -
I IN I ..1..........1..... I I I I I I I .• � ;_.y
�i iM 5.5.3 , CO
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 ..f� : i 1_ •j �
1 I I 1 o RIM=369-54369.65 0 0 0
`Y' I C I IE- " 368.8 8'� SE t o I I I I I I t o I I I I I I I I I• t o
.
J..................I....................I..........i .o... I I 6' WIDE X 7' HIGH MINIMUM 0
354. 9 I I I I I I I ) I �' I I I I I 6 �' I I I I I I I I. I I �' I I I I I I I I N I I �' I I I OPENING FOR MAINTENANCE _ 355.4I1 :� �� g 1 _
Z
B I I I I I I I I I I I I I o I I 1200' I t.. I... I I I I I I I I I I I I I I I I ACCESS BETWEEN SELLS (TYP). B' I W
_�___ I w
29 I I o o' ` 354.8 - _GEOFOAM 29 cn
I �I I I I I I I_ o TOP = 371.00 -: I R
;.•...{I1I1I tIII
.. I I I I I I 0e '•I I I I I I I I ' I o0'
I '_-
(EDGE DF -.I �=II
--- - - - c"�
OFOAM
.33
�m\l .•
�S8
\
\_ I
00
-°•°
........1........I..........t.........t.........t........12..
FOOT G 3 5.3o z
,.......a. LO I I I I I I I I I I I I L0 I LI IgI 1�TOP=369.50 o
2G-3ZsD (TYP) o PANELI(TYP. i 0 BOT= 368.00
6,355IE=366.80
.
---------------------------------------------------------------------INAM
TOP 372.50 '.
'
-y
F
365 LF s„R FOOTG 355353I I I I I I I I I I I I I I I I 1 1sp' I I I I I I I I I I I I I I I I 1 G�OFOLF12 VENTLATION( DRAIN (TYP 12" VENTILATION CO 36955I 38'LF 61 RD BOT 368.00
PIPE (TYP)� I ': I I 1 LCPE (PUBLIC)
® 5 y,LLCCO .RIM_3695� P)
........ RIM_
1 Ij........368 39 (6)(E)RM-3CC.5T IE_368.BOT OF..IE_368 39 (6")/
s x10 REMOVABLE 354.97 I IE=3" 41 '(8" NW lE-37 N) S MP=354.CO
1E=368.301--RIM T372.,�8ACCESS GRATE. REFER
TO STRUCTURAL PLANS , ••a•••'IE=368.20 (6" -/366.5S
FOR DETAILS I I Lo I I 1 12" IVENTILffIO I I Ln I I I I I I t. I I I l.• t" I _ I _I ________-' /
35.30 - - - - --= PIPE (TYP - - // -''
r� rr` t ...•t I I I I IE=�ss.8ol I I I I l.. I I I I_ --I- T _ /
\ - 12" VENTILATION // ! dam:
- - ---- - \ - - - ---- ---------- ----------------- ------��^�\
'PIPE THRU
\ 5 LF 6" - _ Z�-- _ GEOFOAM WALL (TYP) -,/ 14' 3' FLAT PAD
8 LF 6 RD - _ _--- _ � MONUMENT
...
__
�..... ®27.54. - BOT - _-------------------- OR ME I
0 0.50% f60TING - 31� TOP 371 00_ F NT /.
_ TOP 369 50
15 ACCESS ............... 3�2,- 368.00 BOT - 368 r d
\ DRAIN (TYP-)----_ ___--- - .00
\ ROAD (TYP) /
\ RIM=36-6$306 ----- Q
» C0 , ��� ---- - i
--- �_--,---=- -- 6809 - _
\\ 3 8 N) TRIM=368.31 NTG -- ° -
\ \ 1E=368.07 8" W" _ j----� ---- ---- ---- ° d �� -1- co
\\ TRAC 1E=368.14 (8" E� IE=368.65 (8" S)...... __- - _ --.- -....-.Q Q a
\\ - d d i ..
62 LF 24" LCPE (PUBLIC) jRIM=3�6 64-369.89 , - - ��
18-o�
_-t:cO
.......... ....... ........
.37 ���
1E=368.22 (8" E)
\,
\ _ �............. ....... \ d VC UBL /
\ ........a . ....... . �' 12 C900 P • (P ) / I
.. .............. 93 L
`j > \ /
3. TAB
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NOTES: R-404827�
CD
1. VENTILATION PIPES (MIN. 12" DIAMETER OR EQUIVALENT) SHALL BE PROVIDED AT EXPOSED FACE FINISHING
` CALLED OUT LOCATIONS OF THE VAULT TO ALLOW FOR VENTILATION PRIOR TO IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ENTRY OF MAINTENANCE PERSONNEL INTO VAULT. VENTILATION PIPES ENTER O AESTHETIC TREATMENT OF THE EXPOSED VAULT WALL
ALONG THE NORTHERN PERIMETER OF THE VAULT IN LIEU
24" ACCESS OPENING WITH LADDER AND ROUND SOLID LOCKING THROUGH THE SIDE WALLS OF THE VAULT. PROVIDE LOCKING LIDS FLUSH WITH OF PROVIDING A SUBSTANTIVE LANDSCAPE SCREEN. THE
Q
LID MARKED "DRAIN" WITH LOCKING BOLTS AND OSHA CONFINED FINISH GRADE USING CLEANOUT. TREATMENT SHALL BE A VENEER SURFACE ATTACHED TO
J
BOLLARDS SPACE WARNING (TYP.) FOR RAISED OPENING WHERE THE DEPTH THE VAULT THAT CONSISTS OF BRICK DETAILING SUCH AS
FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 2. WHERE PIPES ENTER AND LEAVE THE VAULT BELOW THE DESIGNED MAX WATER A GARDEN WALL BOND WITH DIAGONAL PATTERNS OR A
(TYP)a
W (0
INCHES, AN ACCESS COVER EQUIVALENT TO A TYPE 2 CATCH SURFACE, THEY SHALL BE SEALED USING ANON -POROUS, NON -SHRINKING COMPARABLE SURFACE APPROVED BY THE CURRENT
m
�° Q •'' BASIN OR TYPE 1 MANHOLE SHALL BE USED. SEE WSDOT GROUT. PLANNING PROJECT MANAGER.
U C`7
STANDARD PLAN B-15.20-00 OR B-15.40-00.
Q 00
dQ ^ 3. SEE DETENTION VAULT STRUCTURAL PLANS PREPARED BY OTHERS.
T
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 I RECORD DRAWINGS AS BUILT
Me
REVISION
4. SEE SHEET 38 FOR YARD DRAIN DETAIL.
= O
TJS
1/12/22
BJT
suRmDESIGNED:
SCALE* _
1 -10
HOR ONTAU � 1983/1991
DATU M
CITY OF
PRI
RENTON
Planning/Building/Public Works Dept.
ASBUILT DRAINAGE FACILITY PLAN + DETAILS
FOREST TERRACE nPILAT
PULTEIWASV GROUP, INC V C
3535 FACTORIA BLVD S.E., #600
BELLEVUE, WA 98006
2/7/2022
� m
cr OO
w
DC U
Q
11 m
DESIGN TJS
�BDDK:
D�wN. TJS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING NO:
CHECKED:
BY
DATE
APPR
APPROVED:
BJT
SHEET: OF:
27 gg