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CD
o II r - - - - _ /--90 LF OF 12" ®0.94% _ - _ - _ - _ _ _;;
II +
II II CB #g CB #6 ,
I _ - (SEE STORM PROFILE #1)
STA: 3+65.69, 0.00' 4+0 _ , 5+00 . _ SEE STO M' P OFlLE 1 6+00 - STA: 6+34.19, 0.00' '
o II II CATCH BASIN TYPE 1 _ _ CATCH BASIN TYPE 1 ;
II I I ; 1 S OF 12 0.91 ,r- -
W/ VANED GRATE M- M ' W/ BI-DIRECTIONAL VANED GRATE
II II RIM:173.35 CB #7 RIM:177.38
I I;
o II II - IE IN:170.40 (12" E) sS STA:4+56.16, 0.02' RT - ss SS Ss ss IE IN:172.87 (12" S)
II II I I IE OUT:170.40 (12 S)' ,� CATCH BASIN TYPE 2 - - - _ _ IE OUT:172.87 (12 W)
W/ VANED GRATE "
-I RIM-177.06 43 LF OF 12 ®0.50% ,
'
II ,g` I W �IE IN:171.25 (12" E) (SEE STORM PROFILE #1)
II II CB #10 ' a�r1 h IE OUT:171.25 (12" W) 1 RD RD RD; ��'4'
STA: 2+36.43, 0.00 CB #5 '
_ I L ' 1 CATCH BASIN TYPE 1 ,' ` - y ''' STA: 6+77.31, 0.02' LT '
T- 1 W/ VANED GRATE �' o
CATCH BASIN TYPE 2
RIM:I / o ' ,
,, c�D.�•jI p -__� I 172.11 >� I " + W/ SOLID LID
2 63 LF OF 12 (� 0.51% r- '
:}I F 3 III• :I .'� { IE IN:168.00 (12 NE) �o CB #g RIM:178.58 ,
IE IN:168.00 12" N N SS �� (SEE STORM PROFILE #1) ,
°: { CB #22 i ( ) `STA: 0+25.67, 0.00 _ IE IN:173.08 (12 S) ,
+t ; III.;I ' STA: 0+72.65, 0.00' IE OUT:168.00 (12" SW) , ``` CATCH BASIN TYPE 1 / ---� IE OUT:173.09 (12" N) ;
CATCH BASIN TYPE 2 `J W/ VANED GRATE IDS
W/ SOLID LID ^�c� 23 LF OF 12" (� 6.00% - RIM:177.23
_ �-w i , _ = I I RIM:163.03 CB 11 w� IE OUT.172.73 (12" SW)
IE IN:154.68 (12 S) STA:2+13.62, 0.01 LT �, 1 ' ' RD �1' F OF 3 39% - I -', •'' ,' ; 1 NCI. I IE OUT:154.68 (12" W) , CATCH BASIN TYPE 1 � 9 / - � bm Cu #23
W/ VANED GRATE a F �' ----- �c, '
STA:1+62.33, 0.00' ; �� STA:0+92.55, 0.00' . RIM:170.93 �N,Q �1 o STA:7+40.37, 0.12' LT
r CATCH BASIN TYPE 1 ; , -
EX. CATCH BASIN TYPE 1 IE IN:166.63 (12 NE) 5, o - Q:f
CATCH BASIN TYPE 1
olll �� " ����- � � 'I -� - � W/ SOLID LID
RIM:156.04 N `ram W/ VANED GRATE IE OUT:166.63 (12 W) a N. >9 _ ,
" in RIM: .'
IE IN:154.32 (12 S) RIM: 1 FEE-:179'0 N , " ,
�- ; "ifbyas o o - IE IN.173.40 (12 S)
IE IN:154.04 (12" E) ` IE IN:159.15 (12" E)_ IE IN:173.40 (8" W)
IE OUT:154.27 12 N �, L S �� ''-' 'o "
( ) cn 2 IE OUT:159.15 (12 S) �� _ _ _ _ -� �- IE OUT:173.40 (12 N)
-' S M P 2) ' 12 LF OF 12" ® 0.50% o CB #19
(SEE STORM PROFILE #2)� S / STA:12+22.30, 334.05' RT _
LINE o T-,�o / TYPE 50 AREA DRAIN
- o I ' 88 LF OF 121 ® 0.50% RD S CONNECT TO ROOF DRAIN LINE
14 (SEE STORM PROFILE #1) ,;, CB #21 //� o; STA:8+10.55, 0.00
II I
i ' II ' 117. I 18 LF OF 12" 0 0.50% I� � / -STA: 0+60.67, 0.00' CB #17 IE OUT:163.69 (8" S) CATCH BASIN TYPE 1 ,' J
STORM PROFILE #2 1+80.89 = o z ', FLOW CONTROL STRUCTURE STA:2+13.62, 29.03 RT 'W/ BI-DIRECTIONAL VANED GRATE
`Q 19, 11 A -LINE 12+21.54 Q ' TYPE 50 AREA DRAIN o '
III �I R a :SEE DETAIL ON SHEET SD-04 CB #18 SEE COURT YARD o o RIM:, 77.86 "
CONNECT TO ROOF DRAIN LINE -
�' DS ; IE IN:154.74 (12 S) STA:12+14.55, 305.56 RT IE IN:173.75 (12 S)
O IR �fI31�D MODULAR WETLAND MWS-6-8-V - STA:0+42.64, 0.00' RT - IE OUT.154.74 (12" N) RIM:167.04TYPE 50 AREA . - oc "-CCIE
WITH CURB INLET I " IE OUT:163.69 (8" S) CONNECT TO ROOF DRAIN
DRAIN LINE GRADING DETAIL #2 IE OUT:173.75 (12 N) ,
1 12 OUTLET PIPE FOR VAULT ❑
SEE DETAIL ON SHEET SD-04 " I- CONNECT ROOF __ RIM:166.78 '
0 1--_1311I IE OUT:154.83 (12 N) DRAIN INTO VAULT THIS SHEET '� '-
RIM:162.78 " cn '
`Q' " IE OUT. 8 S '
I IE IN: 158.90 8 IE: 160.79 FFE:167+0 ( ) ; W ,
Qs, I IE OUT: 157.37 ps
.�, '•r><; " j >>9
,Iran , I
34 LF OF 12" ®0.50% RD i 42 LF OF 8 ®0.81 %
" (SEE STORM PROFILE #1) '
I.1�1� 31;; 3; :II 1 ; STA:0+11.62, 36.65 RT 1+ �4 LF (�
f ` I ; ' : ; ;Ih 12" PIPE INTO VAULT - o (SEE STORM PROFILE 4 I' T#�
I', o+`I'�1+� wi-- _w�� ''� IE IN:157.20 (12" W) STA:10+04.81,00 M p' CB #3
�.,11 I;; ; 3' i STA:1+74.37, 0.13 RT TYPE 50 AREA DRAIN ` R'STOR �STA: 8+84.53, 0.00'
0 3 �' . ; ;I CONNECT STORM LINE TO RIM:178.66 0+ 4 10� 00 CB #2 CATCH BASIN TYPE 1
I` I
STORMCAPTURE VAULT " ,
IE OUT:175.25 (8 E). " W BI-DIRECTIONAL VANED GRATE
;I• j �`. ,0 3� f' �RIM.162.51 /, /,-'' x 6� 44 LF OF 12 0 0.50% �STA:9+63.08, 0.00 /
_ A pztg ;+ - I ; I I ; IE IN:160.79 (8" E) n CATCH BASIN TYPE 1 jRIM:178.22 "
o I..' , -'' ' _ IE IN:174.38 12 W
, � , SEE COURT YARD GRADING W/ BI-DIRECTIONAL VANED GRATE ( )
III RIM:178.66 �IE OUT'174.38 (12" N)
:•�3I 3',, �I "' DETAIL #1 THIS SHEET IE IN:174.91 (8" W)- ;
11 1 I 10 LF OF 8 0 17.85% " -
- IE IN:174.91 (12 SW) '
IE OUT.174.91 (12" E) o
o , _ *�
AIN
II.tii113�D ~ - __- - ___ __ __ C'
- 777
(�I I" T - STA:10+75.58 179.87' RT -�
I • :#I II I I ,i`T.; AREA DRAIN - - - _ _ _ _ _ _ CB #15 CB #16
TYPE 50 /
Pf�WATE CAST`=PLAE - - -_� _
f :•ll • I' ' DKNITION VAULT l� _ = RIM:166.62 � �`;' ; STA:10+71.47, 276.89 RT STA:10+71.01, 341.13 RT- - C6 #20
I(:1`� " -:�8 cP 'TYPE 50 AREA DRAIN :� TYPE 50 AREA DRAIN _ _ _ -_ __ STA:9+83.79, 38.93 LT
E DETAILS dN �HE6T'SD-O6 , '� ,- .- IE OUT: (8 W) S, s, �'�` ----- -=- -
- �= I �y-
BOTTOM �F VAULT: 1�4.33; RIM: =�-=� RIM:
1 f �` T= CATCH BASIN TYPE 1
I..• I I `�". J TOF' OF,- VAULT:162.37 IE OUT.162.57 (8" N) IE OUT:162.53 (8" N) RIM:178.40 3
CONNECT ROOF DRAIN INTO VAULT "
III • �'' 8" IE: 160.79 IE OUT:175.13 (12 NE)
C�l_ % -
:>I, r // ✓ / / ; j / STA: 0+98.03, 0.00' STA: 0+67.04, 0.00' RT
" INSTALL 8 WYE CONNECTION
INSTALL 8 WYE CONNECTION
" IE IN:163.89 8" SE -- - - -
:: RD IE IN:163.74 (8 S) ( ) STA:0+30.98, 0.00 -
II 4" ROOF DR�lN�L1 IE IN:163.74 (8" E) RD IE IN:163.89 (8" E) INSTAL 8" 45' BEND RD RD
,� IE OUT:163.89 8" W " 4" ROOF D LINE
o 1 ( ) IE IN:164.07 8 SE
� � I IE OUT: (8 W) _ ( )
t 31 LF OF 8" @ 0.50% IE OUT.164.07 (8" W)
I �'? - - - - SD 36 LF OF 8" 0.50% - - -
}----SD I n (SEE STORM PROFILE #4) I -
l� I N (SEE STORM PROFILE #4) ,
v7 SD -SD
FOOTING DRAIN NOTE:
THE CONTRACTOR SHALL INSTALL FOOTING DRAINS AS SHOWN
ON THIS PLAN AND ALSO INSTALL FOOTING DRAINS ON THE
INTERIOR FOOTINGS. SEE ARCHITECTURAL PLANS FOR INTERIOR
FOOTING LOCATIONS.
REFER TO R,,4036149
W,,403601 , S,,403601 FOR
AS -BUILT INFORMATION
CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATION.
STA:1+00.41, 0.00' RT
INSTALL
1-8"x4" WYE CONNECTION
IE IN:163.73 (8" E)
IE OUT:163.73 (8" W)
If OUT:163.73 (4" N)
RD
SS D - JA R
�O� OF WAS c�rS
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OF RFGI STE���
`rSI O N A L
06/19/20191 NO.
7 LF OF 8" @ 0.50%-�_�
(SEE STORM PROFILE #4)
STA:0+62.04, 4.98' LT STA:0+23.98, 0.00'
TYPE 50 AREA DRAIN TYPE 50 AREA DRAIN
RIM:166.78 RIM:166.78
IE IN:164.03 (8" S) IE OUT:164.11 (8" NW)
IE OUT:164.03 (8 NW)
{ DS - RDTDS 4" RO
0 COURTYARD GRADING DETAIL#1
KI TC
5 LF OF 8" ® 2.00%
STA:0+98.06, 4.97' LT
TYPE 50 AREA DRAIN
RIM:166.78
IE OUT.163.84 (8" N)
BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
REVISION
7 LF OF 8" 0 2.00%
" ROOF DRAIN LINE
RD
R.E.W. 05 01 19 R.D.J.
R.E.W. 06/19/19 R.D.J.
SURVEYED:
DESIGNED:
K. MEBAN
DRAWN:
S. ORDONEZ
CHECKED:
R. JARVIS
APPROVED:
R. JARVIS
1 "=30'
I
I � ,
'
DRAIN LINE R
D
I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
- - - - - - - - -XX- - - EXISTING CONTOURS (MAJOR/MINOR)
-------------- XX--------
AA PROPOSED CONTOURS (MAJOR/MINOR)
XX
SD HDPE STORM PIPE, UNLESS OTHERWISE
NOTED
FD FOOTING DRAIN
TYPE 1 CATCH BASIN PER CITY OF RENTON
STD. DETAIL 200.00 SHOWN ON SHEET
SD-05.
TYPE 2 CATCH BASIN PER CITY OF RENTON
STD. DETAIL 201.00 SHOWN ON SHEET
SD-05.
DRAIN6" ROOF RD NOTED, INSTNUNLESS ALLEDATMIN 0. %E SLOPE
AND MIN. 1' OF COVER. SEE DETAILS ON
SHEET SD-04
■ AREA DRAIN
DETAIL SHOWN ON SHEET SD-05
GENERAL STORMWATER NOTE:
ALL ON -SITE STORMWATER SYSTEMS ARE PRIVATELY
OWNED AND MAINTAINED. THIS INCLUDES CATCH BASINS,
STORM PIPES, AND DETENTION SYSTEMS.
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TYPE 50
IE IN: 1'
IE OUT.1
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7 LF Of
(SEE STORM
STA:0+23.19, 0.00'
/ TYPE 50 AREA DRAIN
RIM:178.73
IE OUT.176.06 (8" NE)
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71 LF OF 8" 0 3.39%
(SFF STORM PRDFII F IS)
I-- '_- =-11 r -
-STA:0+70.51, 0.00'
INSTALL 8" WYE CONNECTION
IE IN:175.82 (8" S)
-IE IN:175.82 (8" W)
CIE OUT.175.82 (8" E)
1 / ir /
\-STA:0+30.17, 0.00'
INSTALL 8" 45' BEN
IE IN:176.03 (8" SW)
IE OUT-176.03 (8" N
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R-403615
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING A0114 SURFACE WATER UTILITY +
jchavez 07/16/2019 ' jfarah 07/12/2019
WEATHERLY INN RENTON
4500 TALBOT RD SFIEUM
RENTON, WA 98055
PAGE: AGE. OK:
P
DRAWING NO:
STORM DRAINAGE PLAN
SD-01
SHOT. 15 OF:51