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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
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I PUBLIC CB #4, TYPE 1
I I CDR STD PLAN 200
RIM-o� 57239
12 "I E (E) =64 & 99 5l0.11
ST=2+69.15,13.28'R
0
3+
SDMH #1, TYPE 2-48
STORM OUTFALL
RIM=6494+51952
0 12"IE(W)=60?6.4 5:
12"IE(S)=66iL.6i507.75
STA=0+83.59509.39
3 LF 12" PVC (PUBLIC)' 0 1.07
IIVAULT DROP INLET
�2"IE(S)-511.80
VAULT ACCESS
--WA=Y+33.29
6 LR 12" PVC._tPUWJC)
LIMITED INFILTRA
522.07Y I
CB #6, TYPE 1
RIM-__.__ 91 ;.17
6"IE(NE)=64-Z 51
VAULT ACCESSCPVCEryh=
STA=1 + 12.24
0 16.76'L
W-1
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PUBLIC CB #10' TYPE 1
CDR STD N 200
N 200
RIM�f15.97
12"IE(W)12
20 LF 12" PVC (PUBLIC)
1
I 6-IE(SW) 140_4n
P 225%
0
I 6"IE(SE)1421
PUBLIC SDMH #2, TYPE
48
ISTA=1+92.90,4.65'R
CDR ZIP 201
I 8'PVCE(10=514.19
RIM &*94& 5%72
19
12-IE(E)=F1%
12"IE(N)=STA=1+0
288%_
132
_ _
LF 12 } 0 4."*
-sue 109 LF 12
_snt
PVC (PU 1
CE #7, 1
RIM=5E4�61z t
6"IE(NW)=
PR �CES
(4) ER DETAIL STA-1+1 .18,
THI SHEET 16.01'R PUCE =I
P BLIC CB #5, TYPE 2-48
C R STD PLAN 201 y
690.64. 519.83 81
"IE(S)=_Fp 9 510.05 I
2"IE(N)�430 51072
12"IE(E)=6+1+93 5478 I I I
STA=1 +25.73,0.00' I
8•PVCE-514.03
8'PVCE =514.7/ I I
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ENO SIDE SEWER PUBLIC CB#2, TYPE 2
6"IE=517.51 PUBLIC CB #3, TYPE ji OR STD PLAN 200
RIM�686i652D.t0
CDR STD PLAN 201 12"IE(E)�4a.6451292
SSMH 521A4 RIM-�z�:o�
STA=2+51.38,0.50'L 51= 12"IE(E)=64Q4" 12IE(W)=@+4W9*51Z92
RIM 512.35 12-IE(N)=44@-@* STA=1+45.91.13.28'R
8"I E(E)=6:fi.§"I 04 512.35 12"I E(W) =484•Bv
6"IE(W)=Wi.04-5I&I8 STA=2+07.56,13.28'R
Know what's below.
Call before you dig.
T> CONSULTING
ENGINEERS PLLC
CIVIL ENGINEERING
APCEIAPConsultingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 98071
PUBLIC SDMH #4, TYPE 2-48
CDR STD PLAN 201
RIM=596"9r9 (MATCH EX.) SMS?
C1_- EXG PUBLIC CB TYPE 1
12"IE(E)=59d.66-- 501AS
RIM = 504.90
12" IE(S)=&@&iL& 501.V
IE 12' PVC N. = 500.46
STORM OUTFALL
IE 12" ADS S. = 500.65
STA=5+20.00
IE 12" ADS E. = 499.43
IE 12' PVC W. = 500.97
CATCH BASIN
RIM = 506.54
24 LF 12" PVC (PUBLIC) 0 1.08%
12" CONC (S) IE=502.92
33 LF 12• PVC (PUBLIC) 0 0.W%
18" CONC (E) IE = 502.19 -
CATCH BASIN
8 LF 18" CONC 0 1.79%
RIM = 506.07
/
18" CONC (W) = 501.60
EXG 20 LF 1 T CONIC 2.85%
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18' CONIC (N) = 501.60
EX 18- CONIC PIPE (ABANDONED IN PLACE)
CATCH BASIN
RIM = 508.74
PUBLIC SDMH M4A. TYPE 1-L
8• STEEL E. IE = 504.M
RIM = 506.65
IE 12" N. - 501.67
IE 12' S. = 501.67
EXG 18" CONC E. = 502.05
EX 48 LF 12" CONC ® 2.54
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o CATCH BASIN SOLID LID
RIM - 508.75
12" CONIC (S) IE = 504.04
12-CONC (N) IE = 503.45
-
8" STEEL (W) IE = 5D4.32
+
Ot
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CATCH BASIN SOLID LID
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RIM - 507.94
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12- CONIC (S) IE = 505.49
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12" CONC (N) IE = 505.21
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SDMH #34, TYPE 2-48
RIM = 512.16 I I
I 12' PVC IE(E) = 503.41
12" PVC IE (W) = 503.35
t2' PVC IEISE) = 503.13
-- 37 LF 12
27 LF 17 PVC (PUBLICI 015.48%
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1 ;IMITED INFILTRATION( I I
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I I CB #9, TYPE 1
III RIM 616.85 51659
6"IE(NW)=6+496 514.05 I I
CB#8, TYPE 1 Z I I STORM OUTFALL I N
RIM=6 4hQI.51 STA=1 +99.33,17.56'R
6"IE(NE)- W h 4'PVC E(E)=514.8
STORM OUTFALL t I I
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STA=1+85.6717.54'R I I )
PPVCE(S)=�H.75 ,�iJ 1 I I ; G 1
519AII-� w
111 I ( Z a fi
I i 1 .7,311 U m
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RIM = 513.00
I? MTL IE(SW) = 510.17
12' WRL IE (S),= 510.13
DWY fi }S lA' UWY
SS 1 +0 .0 S \ 07AC ; SS
43211 O�
)NAL E�
Rk �r46e96515.88 CB
12"IE(W)+3513A5 RIM =513.65
STA=0+66.71 17jITL IE(N) = 510.69
O/S=13.28' 12' MTL IE (SE) = 510.0
SSMH
STA=0+20.07, 0.50'L
RIM=W.&&r. 513.53
8"IE (N&S)=506.66 (VERIFY)
NEW 6"IE(W)=506.76
AS -BUILT
REVISION
+1 PUBLIC SDMH #3, TYPE 2-48
CDR STD PLAN 201
RIM=6+9$+ (MATCH EX.) 510-50
12"IE(W)=S@&.06- 502A6
I 12" IE(N)=586r36-50230
STORM OUTFALL
STA=2+80.50,0.00'
RDT amsTmxTED
TYPE 1 CB W/ BIRD CAGE
RIM=644400.511.85
40 1EEN) 5&0•. 12- PVC IE (W = 507.31
5' PVC IE (5)= 506.32
40LF BIORETENTION
W/ 8" PERF UNDERDRAIN
1 2' BOTTOM WIDTH
1' DEEP W/2.5:1 SIDE SLOPES
18" OF BIORETENTION SOIL MIX
512.59 12' OF SAND
18" OF GRAVEL
1 PLANTING PER LANDSCAPE PLAN
512.25____4 START BIORETENTION
EL=51 1.30
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RIM = 512.94
CMP IE(N) = 509.79
+ MTL IE (W) = 510.21
1
R35.00'
0+00.00
4�7
513.73
TL IE(NW) = 511.12
2
I I? MTL IE (S) = 5111.22
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tDF ; 7•
CPH 1 11/22/23
DATE I APPR
AS -BUILT NOTE;
1. AS -BUILT INFORMATION (
APCE BY SADLER & BAR(•
PLANS AS HAVING BEEN I
THE APPROVED CONSTR
BUILT PER THE APPROVE
2. OTHER THAN AS SHOWN
REFLECTED IN THIS PLAN
S-406201
W-406201 R- 4 0 6 21
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
VERTICAL .Uw,� - CIVIL PLAN SET °A�
SEE GRAPHIC "°RtZONT"` ""°'NII�" CITY OF 05/27/2020
HAEVIN RIDGE SHORT PLAT 'ICE
RENTON BOO�
ONE INCH DATUM RENTON, WA °"''"""'°"° _
4T FULL Sf.ALE 080 1 8
IF EACCO NCH Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN
SCALE T rNE INCH
13 23
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