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END 48" CEDAR
FENCE AT NORTH
END OF ROCKERY
AT NORTH SIDE 01[
LOT 3
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IE=502.27 -,*�
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STORMWATER VAULT
DETENTION REQUIRED: 48,960 CU. FEET
DETENTION PROVIDED: 49,416 CU. FEET 07
WATER QUALITY REQUIRED: 12,951 CU. FEET
WATER QUALITY PROVIDED: 1 6,480 U. FEET 07
v \
1 F>_
SEWER MAIN TO
I \\ PROPOSED 8" SEWER MAIN EGDE OF EASEMENT
1 4�' PVC TEE
IE= 04.5, 4 VAULT DRAIN 2 SEWER MAIN TO
IE= 4.5, 4" ROCKERY DRAIN 00 EGDE OF VAULT
4" VAULT DRAIN (TYPICAL) VAULT DRAIN
HIGH POINT
0
-I CELJ,2
0
LO
II VALLEY 0.50% 0.50%
VALLEY
I �L
II FINISHED FLOOR
-I SLOPES
o o
II 0IL
o CELL #1
4'X4' OPENING o EVATION=512.00+/-
I BOTTOM=503.10 o TOP OF LID EL MIN.) II
TOP=507.10 o IRT ELEVATION=513 00
LO
I2
VALLEY 0.50%
� I .
I
I FINISHED
FLOOR CELL #3
o BEGIN 48" CEDAR II
2 IE=502.90
21'x9' RIP RAP PAD
8" MINUS ROCK, 12" THICK
PER FIGURE 4.2.2.A
O MAXMIUM 6' EXPOSED
FACE OF VAULT
T 4" VAULT DRAIN LINE
FENCE
0 2 C''
00 0
— —
C CB#21 , TYPE 1
GRATE=506.72 A
IE=504.72, 12"(S)
C4 64LF., 12" LCPE?S=3.83% A
C5 1 OLF., 12" LCPE@S=0.91 % A7
48" CEDAR FENCE
cv
. . . . . . . ..
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i� . . .
Im
FENCE WITH ALTERNATING
SLATS
1 . 5'x10' VENTED GRATE.
. . . . . . .RIM=513.90 . . . . . . .
TYPICAL 6. LOCATIONS.
.1 1111 11111111111-11111 1111 1111 1 j
6" CONCRETE CURB ON TOP
OF VAULT, SOUTH AND WEST SIDE
{TYPICAL
FINISHED GRA
(DA,
GRAPHIC SCALE
0 5 10 20
inch = 10 feet
1.50" 0 J
1�1'>A'tj
871•r1:i•1
ATTACH FLOW RESTRICTOR
1.875" 0 OIL POLLUTION CONTROL TEE
(1-7/8"0) w TO WALL OF VAULT PER
STD. PLAN 237.00
Cn
SEE SHEET 9
N
8" FROP-T SHEAR GATE
PER CITY STD. PLAN 237.30
SEE DETAIL SHEET 18
503.00 ELEV.=503.00
501.00
1 .00" 4
RISER ENLARGEMENT
CONSTRUCTION RECORD DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED
BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED
INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD
VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC.,
ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED.
48" CEDAR FENCE
FENCE WITH ALTERNATING
SLATS
'>
lam, I
X VJ z FINISHED GRADE_ — —
ml U
m
510 �I. . . . . . . . . . . . . - . . . . .51.0,84. . °° 510
I RISER. 5.10..57 . �f . .
w - BACKFILL LINE .
0 1 - WEST SIDE z I _ —
m
o 3:
0
4'X4' OPENING Ld
4 . . . . . . ...1. . . . . . BOTTOM=503.10 . w. . . ... . .LLw . . . . . . . . . . . . . . . . . . . . .
z -�. - TOP=507.10 w o 0
MIRA-FABRIC DRAIN I z
SYSTEM ALONG OUTSIDE � Q SE-0_IMENT STORAGE 503.00 503.00 � Q o
OF VAULT, TYPICAL zl� 5:p�- - -500% - 0 0 w N
v 500 .. 5...� . .o ... �............... 500
498.40 497.85 can
MIRA-F RIC - Oq- - - - -5 00% - 4" VA
510 1 - CEILING ELEV.=511.07 A 510 54 0 SUMP LT 20
510.57 . 7 . . . . . . . . . . .5.10.84. . . . . . . . . . . . . . . DRAIN
. . . . . . . . . . . . . . . . . BACKFILL LINE ON . . . . . . . . _
SOUTH FACE :OF - - 100 YEAR OVERFLOW -/ z INSIDE. 26' . INSIDE. 25' . ...........................
_
— VAULT (TYPICAL) 0 RISER OVERFLOW 4" VAULT
Ln z - REMOVEABLE BAFFLE DRAIN
(�-E�LL'2 w - WALL
................ .....
o CELL 1
504.10
503.00 - b� 00
- - - _PROFILE CENTERLINE CELL3 _ - - - - - - - - _
� cn z
MIRA-FABRIC- - - - - �-------.------�-------.- ----- IE=501.47�wLn
500 IE=501.10 r - 499..85 �7 Il w N 500
0 2 4" VAULT .,� � . . . . . . . . . ._ L� Lei. .
DRAIN r�`b 4g)3 2 AgU Li
SEDIMENT STORAGE 497.85--------- S _�g66 _--------- 6� woo
--------------- --- � 0.50%---------- 0.50% � � ��Ln<n
� m � II II
. v�ww A
.......................... 3.6'. .....
INSIDE 128.0,
SECTION A -A HORIZONTAL SCALE: 1 "=10'
WETVAULT PER CITY
PER STD. PLAN 254.00
SEE SHEET 18
7 AS —BUILT DLO 12/2018 VERTICAL SCALE: 1 "=5'
tiZ, L. pay, 6 REVISED ROCKERY TO SAVE TREE DLO 9/2018 7 AS —BUILT REVISION 12-1 1 —2018
OFFE ENGINEERS ��°FWASy,N�To 5 REVISED VAULT PER CITY COMMENTS DLO s/2o1s SURVEYED:SCALE:
SURVEYING SCALE HORIZONTAL: NAD 1983/1991
�� y. 4 REVISED PER CITY COMMENTS DLO 2/2018
DESIGNED: CITY OF
13932 SOUTHEAST 159TH PLACE
3 REVISED PER CITY COMMENTS DLO 1/2018 D.L. OFFE, P.E. RENTON
DRAWN:
RENTON, WASHINGTON 98058 2 REVISED PER CITY COMMENTS DLO 9/2017 D.L. OFFE, P.E. •
PHONE: 425-260-3412 VR
2'460 ONE INCH
�'o�?'F� �o0 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: AT FULL SCALE DATUM
CONTACT: DARRELL OFFE, P.E. FSS�ONAL����\ APPROVED: SIF NOT ONE INCH
CALE ACCORDINGLY
Planning/Building/Public Works Dept.
12/12/2018 N0. REVISION BY DATE APPR
SECTION B— B HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1 "=5'
RECORD DRAWINGS R-391909
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON 14 PLAT
KENDALL HOMES, INC.
CONCEPTUAL DETENTION VAULT PLAN
6201 NE 4th STREET
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DATE:
12/12/2018 T
FIELDBOOK: z
PAGE: O
DRAWING NO:
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SHEET: g OF:2 Q Lu
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