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A PORTION OF SE 1/4) SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
MATCH LINE
VAULT DROP INLET
12'IE(S)-511.80
VAULT ACCESS
6 STA-t+3329
I �
0
I
N
g fi +
11 nl
+ 111
0
I
BOC END, EL=510.10
116TH AVE SE J
STA=2+99.21 1 a I
SDMH # 1 , TYPE 2-48 CW END, EL=510.26 22.501
116TH AVE SE
STORM OUTFALL -
� STA=2+98.92 I
RIM=fp 9 RIM=st9m i
a 12"IE(W)�@iR 9. I2=507.90 30.50'L v
N 12"IE(S)=f&A.@i1 rPVc S)=507.75
STA=0+83.59 3"Pvc1 (SM=W9.39 BCW END, EL=510.3E I I y I STA 3+00.00
116TH AVE SE INT. SEE 188TH ST
STA=2+98.76Or
I o
3 LF 12" PVC (PUBLIC)( ® 1.0% 35.501
O O O -- O +
- _----- --- � � __ B0_C, EL=510.38 � g
116 SE
STA=2+7 74 +
SDMH 22. 'L + I^
RIM = 12.16 OC/FL, EL=50 4
PUBLIC CB # 10. TYPE 1 12' PVC IE(E) = 503.41 116TH AVE E 1
COR STD PLAN 20C 12' PVC IE (W) - 3.35 STA=2+7 74
RIM=SF6.6+ 2'PVCIE(SE)03.13 22• 'L 20LF 12" PVC (PUBLIC] 1 6-IEESW)-6i�4,+� 1 BOC/FL, EL=510.2E I IFril,
( )- 116TH A1jE SESTA=2+p4.74
+PUBLIC SDMH #2, TYPE -48ISTA=' =+0,4.65'R I 22.50'L 1
COD STD PLAN 201 I RI - 5 7 I
M-51 .9
.STW 12 PVC IE(W) = 514.12 BOC, EL=S 0.88
RIM=54+g.gg619.72 6'PVC IE(SW)=51420 I 116TH A SE
121E(E)= 7.19 4'PVC IEISE)=51421 ` STA=2+ .74
E= �7 c .�
12"IE(N)= 50730 PVC IE(N)514.19 --- 37 LF 12' PVC)FU
STA=1 +07.1 1
132 LF 12 �(�--------
109 LF 12 PVC (PU ------ '
27 I=f 12' PVC (PUBLIC) 12 15.4816
5 22
TI ; IMITED INFILTRATION 11
CB #7, 1 - - - 516.R2 1 5 1.
_6!' E(NW PoM=518.56 I I I I` CB #9, TYPE 1
CES GPVC IE(NE)=514.75 1 I 1 RIM=6415.35 51&0
4' PVC E (S) = 514.75
STA=1+1 18 J I 6"IE(NW)�4+95 5u.06
16.01'R R `S'tt' CB#8, TYPE 1 l Z I I I STORM OUTFALL 1 N
PVC k5t .14 RIM=&4- , I STA= 1 +99.33,17.56'R
PE 2-48 �PVCIE =P17 6"IE(NE)= w 4PVC E(E)=5142
CR STORM OUTFALL o
t0.85 I STA=1 +85.67,1 7.54'R J I I I 11 3 0
10.72 I 1 1 519.11 I l j 1 I I w
10.78 I 1 I I I I I Z r.
jt .73 0 m
iD
UP T �`5
PUBLIC SDMH #3, TYPE 2-48
STD PLAN 201
1 RIM 818.8E (MATCH EX.) 5110.59
I + 1 2"IE(W)=5ASr9Cr 502.46
F494y) 585.8r,
OI 12" IE(N)=59b,i6-5M30
STORM OUTFALL
STA=2+80.50,0.00'
NOT 0M6TRUCrm
TYPE 1 CB W/ BIRD CAGE
RIM=b4+A�5tt.�
}pge 1r PVC IE (NW) = 507.31
8' PVC IE (S) = 5M.32
0 40LF BIORETENTION
q} W/ 8" PERF UNDERDRAIN
1512.59
02' BOTTOM WIDTH
1' DEEP W/2.5:1 SIDE SLOPES
18" OF BIORETENTION SOIL MIX
12" OF SAND
16" OF GRNVEL
I Pl Ail11NG PER LANDSCAPE PLAN
I
PUBLIC SDMH #4, TYPE 2-48
COR STD PLAN 201
0
RIM=S99'.'9�5 (MATCH EX.)
EXG PUBLIC CB TYPE 1
12"IE(E)=59O-"- 501.19
RIM = 504.90
12" IE(S)=5@373 501.0T
IE 12" PVC N. = 500.46
STORM OUTFALL
IE 12" ADS S. = 50065
STA=5+20.00
IE 12' ADS E = 499A3
IE 12" PVC VV = 500.97
CATCH BASIN
RIM = 506.54
24 LF 12" PVC (PUBLIC) @ 1.08%
12" CONC (S) IE=502.92
33 LF 12" PVC (PUBLIC) (M 0 50%
18" CONC (E) IE = 502.19
8 LF 18" CONC ® 1.79%
EXG 20 LF 1r CONC a 2.66% J P
CATCH BASIN /
RIM = 506.74
8" STEEL E, IE = 504.44
EX 46 LF 12" CONC Q 2.54
u
0
0
1 0
.r
MATCH LINE
9
I
CATCH BASIN
RIM = 506-07
18"CONC ("=501.60
18" CONC (N) = 501.60
- EX 18" CONC PIPE (ABANDONED IN PLACE)
PUBLIC SDMH #4A. TYPE 1-L
RIM = 506.65
IE 12" N = 501,67
IE 12' S. = 501.67
EXG 18" CONC E = 502.05
CATCH BASIN SOLID LID
RIM = 506.75
12- CONC (S) IE = 504.04
12" CONC (N) IE = 503.45
8" STEEL (W) IE = 504.32
CATCH BASIN SOLID LID
RIM = 507.94
12" CONC (S) IE = 505A9
12" CONC (N) IE = 505.21
AS -BUILT NOTES:
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO
APCE BY SADLER & BARNARD & SURVEYORS AND ANYTHING NOT SHOWN ON THESE
PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON
THE APPROVED CONSTRUCTION DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN
BUILT PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT
REFLECTED IN THIS PLAN.
530.001-I-1 -r T r I-1-1 -r T T- F-I-1-1 T T- r 1-1-17 T r 1-1-1Z T r I-1-1-1 T T- r 1-1-1 T T- r 1-1 --1 Z T 1-1-1-17 T T- I-1-1-I T T r 1-1-1 7 T r 1-1 --1 -T T 1- 1- 1-1-f T T- r- 1-1-1-T T- r 1-1 ---1 7 T r- 1-1-17 T T- I-1-1-1 T T r 1-1-1 -T T r-I-I-1 -T T 1-1-1-1-7 T T- (T r 1-1-1 530.00
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r= k=t=� =t=r_-r-L-�= f_ r_k� -� -t- 1 rt-r-r-r1 t r-r-I--1-t-r-r-1- i-t-r- -1--t-r-r�- t-t-r-r j- t-t-r-r j-t-r-r - -t- 1-j-t r-ry--t-r-r1- }-t-r-r-l-t-t-r-r-l-t-t-r-I--t- t-r-ram-1- t-r-rl-m"jraonteI.5mm -r-r t-t-r-1+2IE(Vf) t-1 -r-1-t-trt-r-ry- EX. CATCH BASIN
1 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 1 I I I I I I I I I I I 1 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 I I 1 I I I I I I I I I I I I 12" IIE(9)= 501.01 I I I I I I I I TYPE 1# 135537
r-1--1 T-T-F-1-1-T-rW({fV�ULI7 T-r-r1-1-T- 1 "T-T-r-r1 ? -i,-1-T-r-It- -7 T-r-r'-I-T-T-r-1-,-T-T-r - -T -T- -r --T==.-r1--T-r-r1--T-r-I-1-"T-r-r-1--1 T-r-r1--1-T -r-r1-Z-T-r-r1-7-T-r-r�l-T- 1STOFtICi OgTF4d1-1-T-T -r1-i -T -r-r1- RIM EL=i4iGtii• 504.90
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REVISION
CPH 1 11/22/231 I SURVEYED
DESIGNED
ORAVIN
CHECKED
DATE APPR APPROVED.
SEE GRAPHIC
VERTKG _ NAVD 1988
HORIZONTAL NAD 1983/1921
DATUM
% CITY OF
RENTON
lam-migr8uilding/Public Works Dept.
R-406211
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
RENTON, WA
VAULT OUTFALL PLAN
05/27/�Lu�u
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