HomeMy WebLinkAboutR-406707(
I ti
I
I u CB#16
I
OUTLET 1
N
NPDES PERMIT# WA
I
I RIM:25G&2190
FG: 20.59 -
e u L I'_65
I
17.W 12"(W)
GRAPHIC SCALE
CDC
pp058
I\
-
%
68 LF 0% 12"@05
1 .. .. ice_
- -- -
-
_ -_ _ - _ - --
0 1530
.
60
1
CB 519 RIM=19.94
J
- - - - - _ - -
F-�-�®��
CONC N IE=15-90
��
r 1
1,
CONIC E IE=1594
I L 1
I
GRADE BREAK `
B: 21,90
GB: 214 1 0 1.1% FG 20.94
1"=30 FEET
1
LADDER w
I
I ) o 1
GB'2178
,.(TYP)
1 �� HP:20.22 1
AMBL #t03 1 ;r l GB: 21. a /5
W AR AND CAP
nI I� A I GB: 21 ]6
1672.D345 1 I I FG: 21,44 \ �s / / n°� /" CB#15
297746-8216 I _ I
ELEV 19-67 I I I - �o �� \ �g \\ e _ RIM:19.61
NO LADDER 19.65
6 518 RIM-te.75 1 1 r \ 21.40 FG 20.fi8 LP 20.10
CONc E IE=164z -' A
WNC S IE-16.13 FG: 21.15 CB #2 \ RIMCB #z^6.FA FG: 20.72 N IG
CONIC W IE=1612 �% I RI :29.54 1 20.63 1 c '
{. GCB t13 20.65 m m HP: 20.10
RIM:2&78 GB: 21] GB: 21.78 ..
n I 20.9 0 GB: 'a1 ]g 11.1%
J I GB: 21.90 I 1, I
GB. 2119 1
e Sn RIM=18.89 GB: 21.90
CONC N IE-1631 r� LP: 20.10 .a
DONC E IE=1611 j � qa�
\ u
PVC W IE=16.81 j REFER TO STORM
01 DRAIN PROFILE C25a 1 Q FG: 21.08 o HP: 20.10 '1O
�1 y. CB #6 . GB: 21.90
0
RIM 2490 GB: 21.90 GB: 22.17 G ' 1.90 \ \
/SF I .03 22
1 �I I II 65 1 GB: 22FG: 50 HP: 20.10
22 I rFG: 22.16 FG: 22.70
J OI T
I n IA1 Ly019 • I I +'92F 6"@0.50% FG: 22.70 FG 22701 GB 22'.i
.21.98 FG ]6 LF UP: 20.10
:2 1 V RD RD FG:2216 FG2216 1.0°% \
1 1 _ / �07 RD I FG: 22.70 ••SDCO �� 1 HP: 20.10
I. a" ' FG 22,70 FIG 21.71
FG 2 FG: SDCO 41 21.28 I LP: 20A0
FG: 22]0
FGt 21 ]2. - SDCO#2 FL 22A 6.
P 20.10
FG: 20.4
on,
G 22.70 GRADING 1
FG: 22.17
\ -DETAIL
DE ARGMENT C2.8 HP �0.10
FG: 22.66 \yR I`
ENLARGMEN 148 LF 11 LP. 20.10
R� 2 69 GRADING-'1D26 BUILDING 6"@0.50%
FG: 22.701.2% HP: 20.10
FF=22.70F
FCL2t,72" l FG22,70
\ \ 1.7% 1.0 % FG: 2222 LP: 20.10
SD O#3 _
I 48'LF \\ 15' TRANSITION F ROMI .N'
' I Ijl it ,-69 6'PVC. G22.7D INTEGRAL TO FLUSH CURB JJ �\FG: 22.44 -_o -_ G2223 HP: 20.10
VAULT PAD: 20.70 � _-_~ - - 3. \ \
: 21.85 -- FG. 22.70 \ \ \ 20 LF 6" DCO #8 7� CO #7 HP: 20.10
� FG' 2188
'. S
7 m �\ 23% II
GRADING 1
L I I Ao
70LF 6".0% DETAIL
C26 I - o C2 BSWALEE ION
/ '00% 4.2°o DETAIL FG: 22.70 F :22.151 LINEG URB 23°
CB #5 15' TRANSITION FROM II DCO#5 9LF 6"Q050% F OWLINEG DING is
J RIM:2C.TS 20.68 INTEGRAL TO FLUSH CURB FG 22,70 1.0%
I„I I FG: 95 z_ : 2208 FG: 21.74
SD#6 HP: 20.1q 1 \
GB 2139. CO n
r P: 20.10
�i 1.47 #4 a 6" @ 0.50°�O FG: 21.38 7�N
/ p �� FG: 21.6] F :22.04 \
o / Ioy 65 LF 6" PEP 133 LF `r FG: 22.15 HP: 20.10
s V' 1 I GB. 21.31 3.84% 6" @ 2.05 % 2 FG: 22.04 GB: 21.76 0.46 BU FEF
MH 512 819'S5 J CB#7 REFER TO STORtv�� @ FG: 22.04 /
DD T -�_NI 1 \` C2.5 O GB:2L60 \ 050 \ �D= G ' ols
20.91 RAIN PROFILE C
_ GB: 21.70 \
`1 I GB: 2121 eiz" . HP: 20.1�
s
I /
FG 2060 RIM LP: 20.10 19.97 RIM: 20. 01 REFER TO SHEET C2.3 1 \
RIM: 20.06 I FOR DETENTION SYSTEM
FIG�20.P9 \ 148 CB#10 \ HP: 20.10
u RIM: 206 RIM: 19.91 RIM:1#10
E2 B # 2 RIM: 20.33�
21.03 0�20.90 11 20 \
1.4° 1.4°o RIM: 19.86 #9 1
{ 1 6 N 5 FG: 20.2] RIM, RIM 19.42 - LP: 20.10
RIM:20.45 RIM: 20.1 RIM:20145 - \ I GB: 20.
o RIM. 19.81 45 - - H
`F I G' ] j 1 GB: 20.5 / / I GB: 20.76
GB: 20 _ _ HP: 20.19 I
10wO _ RIM: 2.8FG: 20.28 0 RIM: 20.3 / /
I _ �'FG: 2025 % 1AI°.... 20� N°I'&
N.
O
Ge_20-54 1
CONTROL STRUCTURE FG 20,25 FG: 20.25 FG 20.25 FG: 20.25
1 RUA'88632093
STMH 503 RI =1976 CB#8 FG. 20.40
6 RIM=20.86 12" CONC NE IE=1249 ORMTANK INSPECTION PORT 6 CPR
p �T. REFER TO STORM TOP=16A9
rI IE=9.99t I 3O" CONC W 'TkE TMEN LAR WETLAND RIM: 1955 DRAIN PROFILE
a 36" coNc w IE=1 19.55 C2.5
r Ir=1 o.3at 1'n@ATMENT VAULT
EARTHWORK VOLUMES BASIS OF BEARING
CUT: 100 CY NAD 1983
FILL: 2,000 CY WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
NET: 1,900 CY OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
VERTICAL DATUM (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD STAND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
o
Q as�
Know what's below.
Call before you dim. PNO.
W3
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
CB#1
RIM =4P.51
N 167213.03
IE=WAS (8" W)
E 1298053.73
CS #2
RIM =- PEA 4
N 167214.01
IE=1695{8" E)
E 1297933.02
IE=1695(8' W)
RIM 4676
CS#3
IE = 16.42 (8' N)
N 167199.38
IE - 1642(8" S)
E 1297827.74
IE=16.42(8" E)
CB#4
RIM =-2069
N 167059.52
IE=4532-(8" N)
E 1297824.00
IE=16i2(8" S)
CB #5
RIM =2986
N 166976.58
IE=#69(8" SW)
E 1297852.66
IE=1439(8" AE
CB#8
#6
RIM 4498
IE=1607(8 N)�
1CB
N 1
.8
IE -1F.@? (8" S)
E 16712
IE= IA. 44(6" E)
CB#7
RIM = 2091
N 166916.32
IE = 14-46t8" NE)
E 1297819.48
IE =14.16 (8" S)
CB#9
RIM =i0.59
N 166854.29
IE=1626(12" E)
E 1298021.99
IE=i636(12" W)
CB#10
RIM = 19.5d
N 166850.94
IE =16.79 (12"W)
E 1298120.84
CB #14
RIM = 2656
N 167261 20
IE = 46�9(8" S)
E 1297829 60
CB#15
RIM =i9.61
N 16726167
IE=1},34(12 E)
E 1298282 83
IE = HI.81 (6" S)
CB#8
N 16685744
RIM =19.56
E 1297918.48
CONTROL STRUCTURE
RIM = PEAR
N 166948.15
IE=18..66(12" W)
E 1297818.27
IE = 19.99 (12" N)
L.�t01:�l�l1 lei 0 :K
20.63
17.87
20.65
17.35
17.23
t0.93
'6.61
'6.6/
'6.57
t0.69
15.74
15.80
?0.68
14.35
14.51
15.51
" 65
8.13
6.38
4.01
'4.23
9.42
16.31
16.28
Lxsy
20.58
16.92
19.55
17.43
17.46
Eli
20.93
13.87
13.54
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
SDCO#1
RIM =22.68-
N 167126.25
IE = 20.18 (6" W)
E 1297972.06
SDCO#2
RIM=W.AA
N 167127.56
IE =19.81 (6" E)
E 1297898.99
IE = 19.81 (6" W)
SDCO#3
RIM =? 56-
N 167010.38
IE = 17.91 IS" SE)
E 1297888.30
RIM =22.62
SDCO#4
IE 16.50 (T E)
N 166954.96
IE 16.50 IS' S)
E 1297931.54
IE = 1650(6'NW)
SDCO#5
RIM =2266
N 166950.15
IE = 19.57 IS' E)
E 1298081.47
IE = 19.57 (6' W)
SDCO#6
RIM = 223'
N 166959.38
IE = 1970 (6' N)
E 1298105.77
IE = 1970 (6' W)
RIM = i252
SDCO#7
IE = 1984 (6' W)
N 166988.21
IE=19.84(6 S)
E 1298108.14
IE = 19.84(6" N)
SDCO#8
RIM = 22.69
N 166988.35
IE = 20.50 (T E)
E 1298087.89
BODO#9
RIM 22E6
N 167116.02
IE-20.48 (6 S)
E 1298114.71
1 PROVIDE4 PERFORATED FOUNDATION DRAINSAROUND BUILDING FOUNDATION.
CONNECT TO STORM SYSTEM.
2. PROVIDE 6 PVC SDR-35 ROOF DRAIN LINES AT 0.5% MINIMUM SLOPE UNLESS
OTHERWISE NOTED.
3. PROVIDE HERRINGBONE GRATE INLETS FOR ALL CATCH BASINS PER WSDOT STANDARD
PLAN B30 50 02 UNLESS OTHERWISE NOTED.
4 CONTRACTOR SHALL COORDINATE AND CONFIRM DOWNSPOUT ROOF DRAIN LOCATIONS
WITH BUILDING PLANS PRIOR TO CONSTRUCTION. DOWNSPOUTS SHALL BE
COORDINATED WITH FOOTING CONSTRUCTION TO ENSURE ADEQUATE COVER.
5. PROVIDE STORM TRENCH PER DETAILe
C3.2
_ W _
22.63 I V
22.47
22.70 1.0
O
CM
0
22.60 O
QD
22.34 I Q
22.54
22.97
"•���Q�� m1nom
ro
w14 TACOMA - SEATTLE
'O.AoFja SPOKANE - TRI-CITIES
�s7DRn1. gWt 2215 North 30th Street, Suite 300 Tacoma, WA 98403
osnv:oz/ 253.383.2422 TEL 253.383.2572 Fax wwwuhRoom WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
12103/2020 � RIM)
EOH""'""' CITY OF
:s. WHILE THIS INFORMAnoN is aeusyso ro wHO@ML'� p�
'ONSIBLE FOR ITS ACCURACY, OR ERROR OR ' ^r'NTOIQ BEN INCORPORATED I NTO TR I S DOCUMENT AS pyAR RENTON
TRI& RECORD DOCUMENT ARE ADVISED TO
L JOB OF ITS ACCURACY BEFORE "PLYING IT DATUM
SK ATZM Planning/Building/Public Works Dept.
REVISION BY DATE APPR .ee.am w-'E�'
WALKER MAZDA DEALERSHIP 7/29/2019
AS-BUILTS 'a®"°
FORD
AHBL JOB #2180100.11 IWI Wk
PRIVATE GRADING AND DRAINAGE PLAN C2.1SNUBS. IF ON w
R-4067 07
N
N
O
0
00
00
T
i1