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0 10' 20' 40'
SCALE: 1 "=20'
ALL STORM PIPES, STRUCTURES, AND FACILITIES SHALL BE
PRIVATELY OWNED AND MAINTAINED UNLESS OTHERWISE
NOTED.
® DRAINAGE NOTES
1. CONNECTION FOR ROOF DRAIN CONFIRM DOWNSPOUT
LOCATIONS AND TIE-IN POINTS WITH PLUMBING PLANS.
2. TYPE 1 CATCH BASIN. SEE DETAIL 1 /C5.1.
3. CURB CUT. SEE DETAIL 4/C10.3.
4. STORM DRAIN (SD) LINES SHALL BE ADS N-12 UNLESS
OTHERWISE NOTED. ALL STORM DRAIN PIPES SHALL BE
INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND
CITY STANDARDS. SEE DETAIL 3/C5.1 FOR CITY
STANDARDS.
O MODULAR WETLAND
MODULAR WETLAND 4'X8'
MODEL MWS-L-4-8-V-UG
SEE DETAIL 3/C5.2.
O PERVIOUS CONCRETE
SEE DETAILS 5/C5.1 AND 1/C5.2.
Q SOIL AMENDMENT
INSTALL IN ALL LANDSCAPE AREAS. SEE DETAIL 2/C5.2.
O UTILITY POTHOLE
SEE SHEET C9.0 FOR POTHOLING REQUIREMENTS
7-7 11
�11 /
10' WIDE ACCESS ESMT
REC NO. 7607260646
RELINQUISH ED.
E D 09/28/2023 11 1
REVISED 20' X 5'
ACCESS EASEMENT
REC NO 20230026000786
PROPOSED 13' X 19
ACCESS EASEME
REC NO. 2023092800
L1.0
AIL CORNER
COMMERC►A1.
N7T26.42"E 1
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SEWER EASEMENT /
REC NO. 5253595 1 /
LnLn
/
EL /
PAVEMENT
SWALE (TYP)
2
10' GAS EASEMENT
KC REC NO. 20130411001089 / °
A
RIM PER PLAN RIM PER PLAN
NEW 8" PIP
AND EXPAN
KNOCKOUT
IE = 26.31
6"
CKOUT
= 26.31
EX. CB KNOCKOUT ADJUSTMENTS
C5.0 SCALE: N.T.S.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING
UTILITY LOCATE 0 1-800-332-2344 AND THEN POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
POWER EASEMENT
KC REC NO. 9410201209
/ I
\
76 LF 8" DI SD 0`0.50
C
DRAINAGE PLAN
FOR
CHICK=PIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
.5'
NT
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0786
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PROP. DRIVE THROUGH (� \
- - - - - - - - - - _ CANOPY PER ARCH. PLANS
61 LF 8" DI SD @ 0.50% ��` G\ CB \ N1 55,75 \1 ' \► ` \
I �
_ 1 RD #1 \
iI -19 LF 8" PVC SD 0.50%\ v \ \ \
10' GAS EASEMENT ` `\
KC \ REC. NO. 20130411001089
RD #2 19 LF 8" PVC SD_ @ 0.50%
\ \
RD #3 � � \ CB
\ f
PROP DRIVE THROUGH` g `
CANOPY PER ARCH. PLANS �" \
s SLOPES & UTILITIES EASEMENT \
� CB
\ -�'� PER 20110620001119 \
o a\' s \
♦ 3 66 LF 8" PVC SD @ 0.50% ' \� \ \ EXISTING CATCH BASIN
EXISTING CATCH BASIN (� ` _ \
RIM = 29.26 c ♦ \ Ss \ RIM = 30.61 P00 \ \
EX. IE 8 S (OUT) = 26.31 --� ` 18 1.- EX, IE 12 S (IN) = 25.12
NEW IE 8" NW (IN) = 26.31 `� `. ,-� �;.� NEW IE 12" W (IN) = 25.12
NEW IE 8" N (IN) = 26.31 \ s ♦ 3 a . �� NEW IE 8" N (IN) = 25.12 ` \
SEE DETAIL THIS SHEET. \ ° \\` ♦♦ \� Q EX. IE 12" E (OUT) = 25.12
ADJUST THE EXISTING CATCH d �� ♦♦ o ° m CB
BASIN DIRECTION TO \ \
ss USE EXISTING OIL/WATER SEPARATOR: ♦ / ° POWER EASEMENT `
ACCOMMODATE THE v° `
CONNECTIONS AS NEEDED \ 1,000 GAL GREASE INTERCEPTOR \ � 1 S C � \ K� EC. N0. 9410201209
/ - s SINGLE VAULT SYSTEM
° SEE DETAIL 3/C8.1 �E
RIM = 30.71 sa / fvba2'I `
J NEW IE 12" W (IN) = 25.57 �_- �' \ � : � \ \ CB y`F'
NEW IE 12 E (OUT) = 25.57 - 14 LF 12„ PVC SD CAD 0.67% ° 4 \ \
RESET STANDPIPE PER sD - sD F 1 P ° 5O / S°`� (1 \`L� q n " \ \ ` CB -
4 6 L 2 ,VC SD 0 0.50%
° DETAIL /C5.2. , �C o .� m
•. CB
` 6 LF 12" PVC SD CAD 1.69% � .. ss./ �• 9\ \ \ \ �
sN 3
�\ \ 519
n ;0 \ Cl
4 .'O . \
\ w ° ' .SS• / �. s ° SLOPES & UTILITIES EASEMENT
5KOUT ° sN \\ SS o n . e %\ J a c§ \
\KC REC NO. 20110811001003 \
° c J SSAIIH S SS
\55 ° ° / a° •„ Sp e l
a SS \55 ; : n J . .. ° 5° a . • / 4\ C B \
C' a c/ 5v 'l •d 0 / / \�� \ \
NEW 8" PIPE a. 50 / / \ V�
AND EXPANDED
KNOCKOUT \\` °, °so ° ' a50.a / / / / \\c' Cg o
IE = 26.31 15 X 100
SEWER EASEMENT � o,p.. \ , .�
REC NO. 9708110700 s �pG
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STORM STRUCTURES
TABLE
CB #1, TYPE 1, W/STANDARD GRATE
LAT: 47.4790237•
LONG:-122.2172067•
RIM = 28.79
IE=26.62 (8" S)
CB #2, TYPE 1, W/STANDARD GRATE
LAT: 47.4788825•
LONG:-122.2174684•
RIM = 28.76
IE=26.69 (8" E)
MWS, MWS-L-4-8-V-UG
LAT: 47.4786680•
LONG:-122.2169592•
RIM = 30.80
IE=25.46 (12" W)
IE=25.21 (12" E)
RD #1, W/TRAFFIC-RATED LID
LAT: 47.4788990•
LONG:-122.2170429•
RIM = 29.47
IE=25.64 (8" S)
RD #2, W/TRAFFIC-RATED LID
LAT: 47.4788993•
LONG:-122.2170160•
RIM = 29.67
IE=25.55 (8" N)
IE=25.55 (8" S)
RD #3, W/TRAFFIC-RATED LID
LAT: 47.4788508•
LONG:-122.2169878•
RIM = 29.87
IE=25.45 (8" N)
IE=25.45 (8" S)
, 4 Know what's below.
10 GAS EASEMENT
PORTION OF • - - TED-40-4063 TO REMAIN (TYP IMPROVEMENTS FROMCal I before you dig.
Dial 811
OF STORM WITHIN PROPERTY) \ Ilk
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SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
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Bar hausen
g
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA98032
425.251.6222 barghausen.com
SURVEYED:
RLH
SCALE:
� ^/ '
=20
VERTICDATE:
HORIZONTAL: NADD79S%1991
�
UiR CITY OF
RENT 0 N
Planning/Building/Public Works Dept.
O
o DRAINAGE PLAN
0 D FOR
CHICK-FIL-A RENTON
dd
375 RAINIER AVE S RENTON, WA 98055
STORE NO.:04249
03/29/2023
DESIGNED: ADB
FIELDBOOK:
PAGE:
MMM
DRAWN:ONE
INCH
DRAWING N0:
C5.0
CHECKED: is
l�
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N0.
REVISION
BY
DATE
APPR
APPROVED: ADB
SHEET: 7 OF: 20
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