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��'I✓ 0 LF 6" SO DI
>I� UT 1F=39.65)-
CB VIDE iI-
0 PER STD PLAN OO.00
Q SOLID LID PER 04.10 16 LF 6"
�J A 51+31.61, 26632 LTi
- S➢(E7�- S➢( Stl ➢(EYT;--
ss(E>� SS(E>-- !sliE( 671-(33SS-
u IE (OUT)=39.70 (6"S)ii�
~_ CB1€1'PE1I
(, �ER STD PLAN 00.001
OLID LID PER04.101
$TA 51+31.61, 6 7 LT,
I RIM 1.34
IE (IN) = 39.79(By S)
IE (OUT) - 39.79I(6" E)
II J�
II
EI9i
E11111
35
Kim
I
- 4 j.65
= 41'.48
= 3�.65
41;.65
-41�15
= 3965
= 3448
b
BIORETENTIO
NON-INFILTRATI G INLET, 2' OPENING
CDR STD 262 WITH PRE -SETTLING
808 SF (771X210.5.
77X 10.5 PER COR STD 262.30
r 6" PVC PERF SIX (6) IN TOTAL 7
1 I UNDERDRAIN /
C = 42.15
C = 41.87
TM = 39.65
BG = 37.48
TC 42.15
C 41.67
= 39.65
BG 37.48
TLET COR STD 2¢2.40
1 = 40.40
IEI-37.48(6"N)
IEOU=37.48(6"W)
CB TYP'q
PER STD N 200.00
SOLID LID R204.10
STA 52+26.87, 6.45 �T
RIM = 411.73
IE OUT=40.60(6 N)
IE IN = 40.60 I6" E, 1
L' GRATE - 41.92
TROUGH = 41.42
GRATE = 41.70
TROUGH =41.20
26 LF-6"DI TO EX. CB 11 LF 6"DI(OUT IE=39.95)
STA 59+91 9A
/ I
fi 42 LF 6" DI
6" ROOF DRAIN
STA 52+09.94 -
6" ROOF DRAIN
SS LAT 6" PVC STA 51+77.91
CONN. TO EX. LAT AT MAIN
STA 51+40.54
s
� �11 I , - 7
150 LF TRENCH DRAIN "'so
SLOTTED GRATE
6" TROUGH WIDTH.
AVG. SLOPE 0.6%
SEE SHEET CC-8.17,
DETAIL 4
LF 6 DI
u> ALLEY
➢ -� s➢ =
E
(Er
-=�
rSSLAT7
� �-CB
36 LF 6"DI
TYPE 1
6" ROOF DRAIN
PER STD PLAN 200.00
CONN. TO EX. LAT AT MAIN
SOLID LID PER 204.10
6" PVC
STA 53+03.36
STA 52+21.30, 6.28 RT
CONN. TO EX.
LAT AT MAIN
RIM = 42.00
STA 52+69.55
IE IN = 39.60 (6" N,S)
IE OUT = 39.60 (6" E)
6" ROOF DRAIN
STA 52+58.05
150 LF TRENCH DRAIN II,
OTTED GRA TE E�1
6OUGH WIDTH.
AVG. OPE 0.8%
SEE SHIEET CC-8.17, DETAI 4 II' II
GRATE=43.
TROUGH=42. i1
272 LF TRENCH D IN
SLOTTED GRATE II
H WIDTH.
All LOPE 1.1%
SEE SH CC-8.17, DETAIL 1 ,�
GRATE =42.6 11,
- S➢(E.; -t �E
�- S E SS(ITROUGH =
I- 21 LF 6" DI I'
6" ROOF DRAIN
STA 53+93.05
SS LAT 6" PVC
CONN. TO EX. LAT AT MAIN
STA 54+17.24
6" ROOF DRAIN
CONN. TO EX. LAT AT MAIN
STA 53+48.72
DRAINAGE PLAN - ALLEY
Iv -
I� � 1
Iz X 1
CD
1 N 1
1
1 1 w
CB TYPE 1
PER STD PLAN 200 1
RIM
RECONNECT TOE SO
STA 12+69.06, 19.7f LT
SEE';NOTE A
w \
�ME�1 SDCE� cE
9
'td
EX. 12" SD PROFILE PER COR
.......... ... _. ': ...... --. -- ..... i... ... a, _. .. i,, _... .1,... _. 1-------- ! ........ i ....... i .. _.... .. _. _.. ..... -. ... .......
RECORD DWG S 051314
'', 6" ROOF DRAIN AND 6" ROOF DRAIN!AND T ROOF DRAIN AND
6" ROOF DRAIN AND 6"''ROOF DRAIN 6" ROOF DRAIN AND
43 �F 6" SD DI TO', EX. CB CONN. TO EX. LATERAL CONN. TO EX. LATERAL
43 LF 6" SO DI TO'EX. CB STA 52+09.94 21 LF 6"SD DI TO EX. CB':
.._....! SLOPEIO% ...;.._ SLOPE I.8°/ ROOF DRAIN STA 53+03.36 STA 53+4872 b ,
._..._.. ..........',....SLOPE 2,0% ..._.. ..... i; .. ........ ..._._..... ..kpTERALSTA32+96:75- `r LAT1E=36.6N-
STA51+77.91 _... STA 52+5$.OS STA 53+9305 _..... .....
LAT IE = 36.5+/-''.
i I OUTLETIE=39.6
r
................. . '......... ........ ..... .... ......... ......... L..L..: ..._I.. I ._. ... .......
INLETIE 407 I - a ..
INLETIE=39.7 CB TYPEI i J
i_ SEE PLAN _ _ _pit
_
�- - J _ 4 1- _ _ L
IITS- ^�Ua ................. _____ ...- _ .._..«.� + -n ... .... ... .. .......
`\ .. ..
SS LAT 6" PVC SS LAT 6' PVC ` EX. 8 SS PROFILE PER COR SS LAT 6" PVC
CONN.: TO EX. LAT AT MAIN CONN. TO EX. LAT AT MAIN RECORD DWG S-051314 CONN. TO EX. LAT AT MAIN
STA 51+40.54 STA 52+69.55 STA 54+17.24
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N I I R 'w`I 4218 Meridian Ave
a ,d1a VBI1 V Seahle, WA 98103
Tony@dubinenv.Dom
Environmental (206) 898-0057
(n N
N N
a n
0
DRAINAGE PROFILE - ALLEY
64;
45
35
30
0
0
NOTES:
1. SEE ARCH FOR ROOF DRAIN DETAILS. ALL
ROOF DRAINS TO INCLUDE FILTER PER
COR STD PLAN 263.40.
2. SEE RMC 43050S FOR PIPE
SPECIFICATIONS, INCLUDING ACCEPTABLE
JOINTS.
3. WHERE ROOF DRAIN LATERALS CROSS
OTHER UTILITIES, MAINTAIN AT LEAST 1'
VERTICAL SEPARATION OR USE
ETHAFOAM PADS.
4. CONTRACTOR TO LOCATE EXISTING SO
LATERAL LOCATION AND DEPTH BEFORE
ORDERING NEW CB. ALIGN INLET WITH
CURB AND MAKE PIPE CONNECTION
CONSISTENT WITH RMC 4-3-050S. PROVIDE
SUBMITTAL SHOWING PIPE/CB
CONNECTION ANGLES. IF CONNECTION
ANGLES TO TYPE 1 CB ARE NOT FEASIBLE,
INSTALL TYPE 2 CB INSTEAD.
5. SEE SHEETS CB-2.01 THROUGH CB-2.51
FOR STREET CENTERLINE STATIONING
CONTROL.
TC = TOP OF CURB
BC = BOTTOM OF CURB
TM =TOP OF BIORETENTION SOIL MEDIA
BG = BOTTOM OF GRAVEL LAYER
CONDITION OF APPROVAL
EXISTING SEWER STUBS MUST BE CCTV'D
PRIOR TO CONNECTION TO ENSURE THAT
THEY ARE IN GOOD CONDITION. IF SLABS ARE
IN GOOD CONDITION, CONTRACTOR MUST
LINE THE EXISTING STUBS. IF THE STUBS ARE
NOT IN GOOD CONDITION, THE STUBS MUST
BE REPLACED.
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S-411610 (n
R-411627 0�_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
jchavez 08/28/2020 O Ann Fowler 09/03/2020 O
SAS -NOTED UO
^°°' CITY OF CITC RENTON
°"mro 1300 BRONSON WAY N
'M RENTON
DnruM RENTON, WA 98057
PHL P°""'N9/B°°°'Dy�P°°"` wDT (5 Dept STORM, SEWER PLAN AND PROFILE
N0REVISION BY DATE APPRtll�
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CC-8.12
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