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w PER STD. PLAN 201.00
U 31,BOLID LID PER 204.10
STA 30+56.22 7.57 LT
RIM = 40.90
U _ IE(N)=33.00(8"N)
IE(NE) = 36.90 (6" NE)
IE (SW) = 36.70 IS" SW)
OUTLET IE (W) = 33.00 (8" W)
0
50
45
40
35
30
iP 6" ROOF DRAIN
W/CLEANOUT
PER COR STD 226.0
STA 21+76.65
1300 BRONSON
WAY
NORTH
CB TYPE
PER STD PLAN 200.00
SOLID LID PER 204.10
STA 21+82.31, 29.47 LT
RIM = 41.90
IE = 38.98 (6" N)
IE = 38.98 (6" S)
6" ROOF DRAIN
IE = 38.98 (6" W) ///�
STA 22+08.68
41 50
\
CB TYPE 1 TIGHT LINE ROOF DRAINS CB TYPE 1
PER STD PLAN 200.00
TIGHT LINE ROOF DRAINS PER STD PLAN 200.00 TO STORM SYSTEM \. RIM =41.86
TO STORM SYSTEM SOLID LID PER 204.10 83 LF 6" DI, SLOPE =1.5% RLCONNE T TO EX. SO 80 LF 6" DI, SLOPE =1.5 % STA 22+95.86, 28.80 LT 6" ROOF DRAIN STA1+8 .11, 23.19' LT �� / \
RIM = 42.07.\
6" ROOF DRAIN STA 23+g0.53
EE NOTE ifs SqE
STA 22+56.86 IE = 39.18 (6" S) �'�/// ,
CLEANOUT PER IE=39.18 (8"W) rCLEANOUT PER �.A
STACDR STD .86.0 r 6" ROOF DRAIN r 6" ROOF DRAIN I CTA STD 226.0
STA 22+59.86 1 1 1 STA 23+93.53 '\
STA 23+02.11 STA 23+47.47
11 LF 6" SD
110 LF 12"SD DI 93 LF 12"SO DI
-V V-V-V-V v-v-V-V-V-
�40.50
1
CB TYPE 2,48" DIA.
-TA
R D E N AVE N PER STD. PLAN 201.00
C PE 2 48" DIA STA 22+95.86,16.35 LT CENTERLINE
RIM =40.95 RIGHT-OF-WAY
PE N 2w�.c IE = 38.85 (6" E) (RIGHT-OF-WAY)
STA 21+82:31, 16.35 +8LT L{9s'L"fi)----_------
4 40I IE IE=34.35(12"N)
IE 38.40 (6" E)
IE 33.30 (12" S)
IE p 33.30 (12" NW)
42
/ /-CB TYPE ,y
PER STD. PLAN 200.00
STA 23+90.53,16.35 LT
RIM = 41.45
------ IE -------N) ----
DRAINAGE PLAN - GARDEN AVE N
3S8- J3l3 3sd� X
W(E -�- W(E)W(E) W(E)V V-V-V-V-V
a \
SEE SHEETS CB-2.01 - CB-2.51
FOR TOP:OF CURB, GUTTER,
6" ROOF DRAIN
6" ROOF DRAIN
6" ROOF DRAIN
6" ROOF DRAIN
6" ROOF DRAIN
6" ROOF DRAIN
PROPERTY LINE PROFILES
STA 21+70.65
STA 22+08.68
STA 22+56.86
STA 23+02.11
ST.423+47.47
STA 234.53
GND=41.90
GNlj=41.90
GND=41.90:
GND=42.67
GND=42.38
GND=42.40
ELEVATION -AT _________ _ ______
_____ ___________ IE =_39.36:_ _ _
IE=i 39.48
<:-IE= 40.20 _:___
IEc 39,37 .
IE40,05
IE = 4070
-
TOP OF CURB, TYP
SEE CURB RETURN_-
__ :----SEEDURB RETURN
PROFILE FOR CONT.
PROFILE FOR CONT.
_ IRR,DW,FW�'�pT 1635 LT___,_
6 TIGHTLINE (DIP)
SEE SHEET B-5.23 FOR
CB TYPE 1
SLOPE:=1 5%
.
v ERTICAL ALIGNMENT
SEE PLAN
0
.................i................
:
6eTIGHTLINE(DP)
..__._......_..0._3
CLEANOUT
LF 12" Wbl$H.
,
SEEPLAN
SLOPE=1.5%
:CB TYPE
: STA 23+93.53
SO
CB TYPE
CB TYPE2
SEE PLAN
SLOPE=5.2%
:SEE PLAN
IE=40.75
NOTEEi'MINRVER� AL
: CLEARANCE AT ALL CROSSINGS
SLOPE�0.8%
GND=42.40
SLOPE' 0.8%
SEE PLAN
ED
0
D U B I E� IV' 4218 Meridian Ave N
did Beadle, WA 98103
Lony@dubinenv.com
Environmental (206) 898-0057
0 0
0 0
N + V
N N N
DRAINAGE PROFILE - GARDEN AVE N
SCALE: HORIZ 1"=20' VERT 1"=5
NO.
REVISION
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n
N
SAS -NOTED P10X`"` "'O °"^°°' CITY O
'� RENTON
ATM DATUM
Planning/Building/Public Works Dept.
F NER ONE INCH
NOTES:
1. SEE ARCH FOR ROOF DRAIN DETAILS. ALL
ROOF DRAINS TO INCLUDE FILTER PER CDR
STD PLAN 263.40.
2. CLEANOUTS PROVIDED EVERY 100' PER
COR DESIGN STANDARD. CLEANOUTS WILL
BE INTEGRATED INTO ROOF LEADER AT
SIDEWALK, IF POSSIBLE. OTHERWISE,
SEPARATE CLEANOUT SHALL BE PROVIDED
IN SIDEWALK ADJACENT TO A ROOF DRAIN,
SEE CC-8.17, DETAIL 1.
3. TIGHT LINE MINIMUM COVER>= V PER CDR
2017 SURFACE WATER DESIGN MANUAL,
TABLE 4.2.1.A2.
4. SEE RMC 4-3-050S FOR PIPE
SPECIFICATIONS, INCLUDING ACCEPTABLE
JOINTS.
5. 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.
6. PSE SHALL DESIGN ELECTRICAL CONDUIT
IN GARDEN AVE N WITH ADEQUATE
HORIZONTAL AND VERTICAL SEPARATION.
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R-411626
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
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CITC RENTON
1300 BRONSON WAY N
RENTON, WA 98057
STORM DRAIN PLAN AND PROFILE
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CC-8.11
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