HomeMy WebLinkAboutTED4003227.1NE 114 SEC. 19, T WP. 23 N., R GE 5 E.
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LEGEND
R
RIDGE LINE
a1.50-
PROPOSED SPOT
ELEVATION
2' S0
EXISTING SPOT
ELEVATION (NOT IN
CON TRACT)
7
PROPOSED
ELEVATION CONTOUR
RE y0
POTENTIAL UNDERGROUND
FACILITY OWNERS
"ONE CALL"
UTILITY NOTIFICATION CENTER
1-800-424-5555
I
i
INSTALL BYPASS SDMH I
#3 OVER EXISTING 18" I
i�
/+ SD W/SOLID LID
rr� / ! 7E=28.24
IE=23.18 (12" E)
IE=23.10 (12" S) t
135 LONG x 40 WIDESTORM WATERETENTION AND
I� I
COMPENSATOR YSTORAGE VAULT
__�A I I DETENTION VAULT ACCESS
SDCO COVER W/ SOLLD LID (TYP.)
_._ STORM MH
x� TE=29.21 STORM MH
l JJ
ra &' TE=27.96
` m � �oQ�wR"s • '� OTTOM VAULT=20.44
_.. BOTTOM VAULT=20.62
FF=28, 60
CB1 TYPE 1 APPLEBEES �� n fa CB 17 TYPE 1 CB #9 - TYPE I► 24LF 8 SD BYPA s1- -- -'-' _
TE=26. 47 FF= 28. 60 TE=27. 08 7E=26.80 .9
IE=24.36 (12" SW) ADS IE=24.94 (8" W) PVC IE-221.12 1.31 (18 SW) ADS
91.8VC
9 LF PVS N IE=21.17 (18" SE) ADS BYPASS SDMH #2
8" SD 0 0.39% TO VAULT l
DIVIDE SOLID LID
SDCO 6" PVC ROOF / 7E=26.72
-� DRAIN 0 2% MIN. _ IE=19.06 (18" NW)
Ar
S
CB TYPES 1 RM MH
TE= 6. 7 E 1 TE=6.87 V 0 MH 2Z 70
►E=23.70 (12" NW) ADS IE=23.40 (12" N) ADS CS #8 TYPE'/1 (54") 8.43 BO VAULT=16.71
83°39 LF ADS N IE=23.64 (12" S) ADS IE=23.33 (12" SW) ADS 7E=26.53 TTOM VAUL -17.26
12" DI SD 0 0.46% 0 IE=22.05 (12" W) ADS
61.27 LF ADS N IE=22.55 (12" SW) ADS 29LF - 15"
? 1
8 F p5 12 SD 0 0.62% ss� 10 (DS 38.90 LF PVC � SID 0.5 ?
DETENTION VAULT Z 7•6 � 4 � IE=22.(12" NE) ADS 8" SD 0 7.97% �o
CONTROL STRUCTUR
2 S .__ � EXISTING 8" SEWER Sp q S REMOVE RIM=2Z72
,j�2 TYPE 1 SOLID LI EXISTING SD. 4.1
7E 7" ORIFlCE=22.74
TE=27.44 __; .- 6018 137,
65 LF ADS N
IE=23.97 (12" NE) ADS CB #6 TYPE 1 �'�J 1? Sp OS 15 SD 0 0.73X B 1 TYP 1 18" OUT=20.57 N
IE=24.00 (12" SE) ADS TE=26.78 ® TE= .28 ORIFICE PLATE=18.59
IE=24.08 (8" SW) PVC IE=23.02 (12" NE) ADS IE 24.18 (8" NE) BOTTOM VAULT=16.56 /
35.47 LF PVC ti IE=23.99 12" SW ADS C TOP OF RISER=25.34
8" SD 0 0.46X IE-24.58 8 E PVC 3.30 LF AD N
J , ►� INSTALL SDMH 12" SD 0 .58 DISCOUNT TIRE
� � I �
CB #3 TYPE 1 TYPE 11 O FF=28.60
TF=27.02 �•
i 0VER EX. WELLS FARGO i CS 114 E 1
IE=24.24 (8" NE) PVC 7F SOLID28 4� FF=28. 60 z o�A TE-26.93
IE=22.1f (87EX)-`CB❑fl, 5 TYPE II N / IE=23.18 " W) S Q r 9�: REMOVE EX. CB & INSTALL
7E=2 51 / IE=23.10 1 E A P 20.85 LF - 2 CB TYPE il, 54"0
SURVEY UNABLE ( )
» �' SD 0 0.33% 7E=26.43
1 TO MEASURE � IE�2 7 229 (12" SW S 1� � P IE=18.22 (18" SW) ADS
208.31 LF ( ) ADS IE=17.80 (i8" NE) ADS
1 H ADS - 12" 82.84 LF ADS N -22 (12" NW) DS
89.40
SD 0 0.53% 12" SD CONNECT TO IE=1 Z85 (18" NW) ADS
El0 0.65% EX. SDMH IE=18.25 (18" SE) ADS
LF
ADS - 12" IE=18.20
�I
SD 00.41% ❑ ❑ ❑ ❑ ❑ ❑ ❑
INSTALL SDMH #7 TYPE II PVC PVC
OVER EX. 1 90. 7 LF - 12" SD 0 0.49% SDMH TYP�11 66.24 LF ADS• 185 LF ADSSOLID LID12" SD 0 0.45% 12" SD 0 0.78X /
TE=27.89 � SOLID UDC
" CB #11 TYPE 1 TE=27.47 53.63 LF PVC N
IE=21.77 (12 S) ADS 7E=26.94 CB #12 TYPE 1 " "
IE=21.75 (12" E) ADS TE=28.95 -20.67 (12 S 8 SD 0 0.55%
IE=23.53 (12 S) ADS IE=22.83 (12 SE) ADS IE 20.87 (12 W) S /SDMH TYPE 11 �•
IE=21.77 (12" NW) ADS IE=23 86 (8" E) PVC " IE 20.82 (1 E) A S / SOLID D
IE=23.08 12" N ADS
IE=23.39 8 E PVC IE 2SMH (12 S) A TE=2Z89
T SSMH 5 /-- EX►ST. CB _ _ IE=19. 24 (12" N) ADS SCALE
' �Af9E-'Rlh ° CB 16 TYP IE=18.92 (18" SE) ADS 30 0 15 30 60
.
_ TF=26.6 TE=2683� IE=21.53 (12" SW) ADS
- - CB #15 TYPE I E=23>94(8" N) PVC
(FEET ) CB #20 TE=26.81
TE=26.6± IE=23.47 (12" E) ADS 1 INCH = 30 ET
LAKE AVE. S. IE=22.06 IE=23.65 (8" S) PVC
33 LF -8"
SD 0 0.5% s
f
NOTE:
RECORD DRAWING NOTE. 1) ALL TYPE II STORM MANHOLES ARE 48"0 UNLESS OTHERWISE NOTED.
2) ALL CBs ARE WSDOT TYPE I UNLESS OTHERWISE NOTED.
-- --- - - - -- - 3) ALL CATCH BASIN LIDS SHALL BE LOCKING.
. RECORD DRAWING PREPARED BY W&H PACIFIC BASED ON 4) ALL STORM DRAIN PIPES SHALL BE ADS UNLESS OTHERWISE NOTED.
SURVEY BY W&H PACIFIC 5) FEMA FLOODPLAIN ELEVATION = 27.60
3350 M t V°ll P k
EXPIRES: 08/28/07
on e 1 a ar way RECORD DRAWING HCS 02109107 JMTE SURVEYED: SCALE:
Bothell, Washington 98021-8972
(425)951-4800
(425)951-4808
whpacific. com
Planners • Engineers • Surveyors • Landscape Architects
SCALE VERTICAL: NAVD C T Y O F
HORIZONTAL: NAD 1983/183/1999 q
DESIGNED:JD® �I
DRAWN: CAW RENT 0 N
ONE INCH DATUM
CHECKED
HCS AT FULL SCALE � Planning/Building/Public Works Dept,
IF NOT ONE INCH
N O. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
JWE
JUN21207
Checked for Compliance to City Standards
DATE:
RENTON VILLAGE 02/12/07
FIELDBOOK: -
RVA CENTER, LLC. PAGE:
GRADING AND DRAINAGE DRAWING NO: SITE PLAN C4.0
SHEET: OF:
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