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SDMH #1, TYPE 2-48
STORM OUTFALL
o RIM=6+8i$+519 i
� 12"IE(W)=69i19}5o7�
12 "I E(S) =66 i143 0 7.75
STA=0+83.59509.39
LF 12" PVC (PUBLIC)10 1.0%�
IIVAULT DROP INLET
11 12 IE(S)-511.80
VAULT ACCESS
-STA-1 +33.29
6 LR 12' PVC_03U& IC'1
rLIMITED INFILTIA
522.07-Y
CB #6, TYPE 1
RIM@ 521.17
6-IE(NE) =6a,62 51
VAULT ACCESS 4'PVCE(WI=517.40
STA=1 +12.24
O 16.76'L
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III
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1 PUQL1C CB #4, TYPE 1
1 1 CDR STD PLAN 200
12 "I E(E)=6+9e99 52A17
ST=2+69.15,13.28'R
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PUEILIC CB #10. TYPE 1
COR STD PLAN 200
RIMi46e64
PUBLIC SDMH #4, TYPE 2-48
COR STD PLAN 201
RIM (MATCH EX.) 505.57 - O EXG PUBLIC CB TYPE 1
12"IE(E)=50646- 501.15- RIM = 504.90
12" IE(S)=66dr�8- 501.OT IE 12" PVC N. = 500.46
STORM OUTFALL IE IT ADS S. = 500.65
STA=5+20.00 IE 1T ADS E. - 499.43
CATCH BASIN
IE 12' PVC W. - 5W.97
RIM = 506.54 24 LF 12- PVC (PUBLIC) 0 1.08%
12" CONC (S) IE=502.92 33 LF 1Y PVC (PUBLIC) Q 0.50%
18" CONC (E) IE = 502.19
CATCH BASIN
07
8 LF 18' CONC 0117
RIM = NC (
EXG 20 LF 12" CONC18" CONC (N) = 501.60
EX 18- CONC PIPE (ABANDONED IN PLACE)
CAT
RIPUBLIC SDMH 04A, TYPE 1-L
8" STEEL E. IRIM = 506.65
IE 12' N. = 501.67
IE 12' S. - 501.67
EXG 18' CONC E. = 502.05
EX 46 LF 12- CONC
TCH BASIN SOLID LID
- 500'75
CONC (S) IE = 504.04
8 CONC (N) IE = 503.45
STEEL (W IE = 5N.32
o I
1 CATCH BASIN SOLID LID
( I RIM = 507.94
12' CONC (S) IE = 506.49
12- CONC (N) IE = 505.21
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20 LF 12' PVC (PUBLIC) I 1 I 6-IE(IE(SW)=i►1.4.44 It0-49906- 2Z 0 I I 6"IE(SE)=F91 1. 1 1.21
PUBLIC SDMH #2, TYPE 48 ISTA=1+92.90,4.65'R
COR STD PLAN 201 I r PVC E (N) 2 514.19
Ad
RIM
_STS--649199 s1 .72
12-IE(E) = . 507.19
12"IE(N)= 50730
STA=1+07.11 _ _ 296tt
132 LF 12-
109 LF 12 PVC (PU L '
2
5 22-------
M NFILTRATI
CB #7, 1 Z I
RIM=60+r6iL
PRO 6"IE(NW) CES 18 I I I
(4) ER DETAIL STA=1+1 .18, J
THI SHEET 16.01'R PUCE =�17 CBR M=TM6:9�6 PE 1 I I
P EIUS CB #5, TYPE 2-48 I 6"IE(NE)--
R S PLAN STORM OUTFALL I
STA=1+85.671754'R I I j
51m I VPVC E(S)=MiA I
2"1E(N) S14.98 510.72 I I I 519.11--* 11 1 1
12"IE(E)=&:+93 51QM I
STA=1+25.73,0.00' ) I I I I I
r PVC E ISM 5%83 I I I l
/ CPVC EISE)=514.77
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5'1 CONC. WALK
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END SIDE SEWER PUBLIC CB#2, TYPE 2
00
6"IE=517.51 PUBLIC CB #3, TYPE f�OR STD PLAN COR STD PLAN 201 RIM#�6!-*!i-18
SSMH 521.94 RIMS-1L+ 12-IE(E) S40411512A2
STA=2+51.38,0.50'L 51Z.70 12"IE(E)-ia2-6+ 12"IE(W)=0*@-@*51292
RIM 512.35 12"IE(N)=6+@-4s+ STA=1+45.91,13.28'R
8"IE(E)=644.&MM04 511M 12"IE(W)=6=:�.
6"I E(W)=6i6,"5%1E STA=2+07.56,13.28' R
Know what's below.
Call before you dig.
AT>CONSULTING
ENGINEERS ►.c
CIVIL ENGINEERING
APCE@APConsultingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 98071
SDMH # A,TYPE248 I j
RIM=512.18 0
I 12" PVC IE(E) = 503AI I I I 1
17 PVC IE (W) = 503.35 to
12' PVC IE(SE) =503.13
37IF 1r \
I PUBLIC SDMH #3, TYPE 2-48
iMITED INFILTRATION
516.
CB #9, TYPE 1
I )
RIM=646.436 519.59 I
-6.IE(NW)=6F4e% 514.88
STORM OUTFALL
NS
STA=1 +99.33,17.56R
4'PVC EA 514M
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RIM = 513.
12" MTL IE(SW) = 510.
12" MTL If (S) = 51013
DWY II AS 1 1*" DWY
SS
0 ' ccuz C
RJ =6+6.@6515A CB
12'IE(W)=64d-*&5t3W RIM = 513.65
STA=0+66.71 12-MTL IE(N) = 510.69
O/S=13.2812" MTL IE (SE) ;,510.81
SS
SSMH
STA=0+20.07, 0 5''"
RIM=$4 s 333
8"IE (N&S)=506.66 (VE,-
COR STD PLAN 201
RIM=6+0-8* (MATCH EX.) 510.59
12"IE(W)=S@&@G9- 50MA8
ele(o ) 5@Ta66
1 12" IE(N)=566-0fr 50L30
STORM OUTFALL
STA=2+80.50,0.00'
NOT OONSTROCM
TYPE 1 CB W/ BIRD CAGE
RIM=&11- .511.65
4@- F+I� 1r PVC E(NW)=507.31
r PVC E (S) - 509.32
0 4OLF BIORETENTION
W/ 8" PERF UNDERDRAIN
+ 2' BOTTOM WIDTH
1' DEEP W/2.5:1 SIDE SLOPES
18' OF BIORETENTION SOIL MIX
12 59 12" OF SAND
18" OF GRAVEL
PLANTING PER LANDSCAPE PLAN
512.25 START BIORETENTION
EL=51 1.30
1
ICB
/ ?RIM=512.94
n 2" CMP IE(N) = 509.79
I _ 12" MTL IE (W) = 510.21
I
\ I +4 R35.00'
1
CB
RIM = 513.73
12" MTL IE(NVV) = 511.12
`1 12" MTL IE (S) = 5111.22
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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.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1 AS -BUILT -- -- -- CPH 11122123=11"VEIM 'C: LE
VERTICAL N iW1I CIVIL PLAN SET °"�
HORIZONTAL GRAPHIC "ooN,"` N"D „'1'W' CITY O F 05/27/2020
SIGNED
°h
HAEVIN RIDGE SHORT PLAT oA�B`
RENTON
ONE RENTON, WA DRAWrNG NO
,ECKFD AT FULL SCALE O V O 1 8
tFNOT ONE EACCOINCH Planning/Building/Public Works Dept. DRAINAGE PLAN VVV
NO REVISION BY DATE APPR '"OfD s"LEAGOR041G1i s"E" °`
8 23
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