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SECTION C.2 ON-SITE BMPS
Future updates to the instructions will be posted on City of Renton's Surface Water Design Manual
website.
A reproducible copy of the instructions, prepared for inclusion with the declaration of covenant, is located
in Reference Section 8-M.
LOTS
FIGURE C.2.1 LA SCHEMATIC REPRESENTATION OF A PERFORATED PIPE CONNECTION FOR A
p
ph
I
SINGLE FAMILY RESIDENCE
pvy'
RANDOM FILL
,4
6" MIN. o o
.^�"
eP py
18" MIN FILTER FABRIC
6" PERFORATED PIPE
1 '" - n" WASHED ROCK
24" MIN_
eTYPE
0 12" CONIC PIPE
TRENCH X -SECTION
NTS
SLOPE
----►ToROAD
DRAINAGE SYSTEM
2'x 10' LEVEL TRENCH
w1PERFORATED PIPE
PLAN VIEW OF ROOF
NTS
12/12/2016 2017 City of Renton Surface Water Design Manual
C-96
A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
FD MIC
CONIC MON W/BRASS DISC
DN 0.3'
DI 12"
p6Vh
a
Ilxpyg
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED
ON THE
LOTS
=460.26
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ph
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AS ANY
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DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS
STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
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eP py
h
PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
I
FOR THE LOT.
eTYPE
0 12" CONIC PIPE
3 11P
LUMA❑EHH
1 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
2 RESTRICTIVE FOOTPRINT
2,500 SQ.
pyd°�
IE=459.69,e
BARRICADEbg^�
FEET
NE 6th STREET
2,500 SQ.
FEET
wV
2,500 SQ.
FEET
%
x 409 pyy
FEET
7 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
%
N�' 6th S
GRAVEL
pyy
FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
IE 18" CPP S=450.63
FD MI(
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
IO
0
°p
x
S88N88'20'
.;SET PK WASHER "15025"
d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
o°N0. EX. ADA RAMP
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N88'20'35"W (LM)
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S88'21 "18"E 300.10'
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EXISTING WATER SYSTEM AND HYDRANTS
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IE=458.22
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LOT DRAINAGE NOTES:
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SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED
ON THE
LOTS
CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
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ph
MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL
AS ANY
pvy'
DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS
STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
BUILDING
h
PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
BUILDING PERMIT
FOR THE LOT.
I
II
I I 1'
II
LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.)
1 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
2 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
3 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
4 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
5 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
6 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
7 RESTRICTIVE FOOTPRINT
2,500 SQ.
FEET
b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
GRAVEL
pyy
FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
IE 18" CPP S=450.63
FD MI(
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
°p
x
SHALL BE VIA A PERFORATED PIPE CONNECTION.
��INL
' ETR 1�1J ilASHER "15025"
d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
o°N0. EX. ADA RAMP
I
OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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EX. ADA
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KBNAIL D
EXISTING SANITARY SEWER SERIVCE
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EX. ADA RAMP
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EX. ADA RAMP EX. ADA RAMP
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%
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EXISTING WATER SYSTEM AND HYDRANTS
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PEP E=449.44
ooSSMH
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455?a�SSMH
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S88'21'18"E 242.05' (M)
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WITH CITY OF RENTON STANDARDS
by
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N88'20'35"W 242.08' (LM)
- - - - - - - - - - - - - - -
- - - - �
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RIM=455.99
8" CONIC 9
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CTR CHAN=449.19
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IM=4 .52
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II II
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R911191
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
NOTE: ALL DRAINAGE CONNECTIONS TO
THE PUBLIC STORM DRAINAGE SYSTEM
SHALL BE BY PERFORATED PIPE CONNECTION
DETAIL ABOVE, TYPICAL.
ASH/
"PAF, H/NGTO
27460 "a
o�FSS
NAL
08/30/2017 N0.
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WATER= 452.60-453.27, (8)1 )
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GRAPHIC SCALE
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IE DI NE=450.36
by
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¢ 1 I
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h^a
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- x
- by
q
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EXISTING SANITARY SEWER SERIVCE
Xp'�
; i
^° �'
xp�
x
xpti
O O
bIi,
BY CITY OF RENTON
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EX. ADA RAMP EX. ADA RAMP
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LUM� ❑EHH ph CZD
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%
E/W
8CTR
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NEW WATER SERVICE
EXISTING WATER SYSTEM AND HYDRANTS
CHAN=449.75
ooSSMH
?<
5 ro
NL
RIM=456.25
8" CONC IN q RIM 455.61
b
455?a�SSMH
TYPICAL
PROVIDED BY WD #90
CTR CHAN=447418512" CPEP W=449.01
❑EHH
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0
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1
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455.04
R-390705
IE 12" CPEP E=452.33
x
,
b' pyh'
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WITH CITY OF RENTON STANDARDS
by
SEWER STUB
INL
RIM=454.36
- - - - - - - - - - - - - - -
- - - - �
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by^p
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u n
x
►`}
-
A-0 SEWER=447.30-447.97 8)
NOTE: ALL DRAINAGE CONNECTIONS TO
THE PUBLIC STORM DRAINAGE SYSTEM
SHALL BE BY PERFORATED PIPE CONNECTION
DETAIL ABOVE, TYPICAL.
ASH/
"PAF, H/NGTO
27460 "a
o�FSS
NAL
08/30/2017 N0.
SURVEYED: SCALE:
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
CHECKED:
REVISION BY DATE APPR APPROVED:
VERTICAL: NAVD 1988
• C T Y O
HORIZONTAL: NAD 1983/183/1 991
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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ME
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MEAD SHORT PLAT DATE: O=
TUSCANY CONSTRUCTION, LLC FIELDBOOK:
COMPOSITE UTILITY PLAN PAGE: Q
DRAWING NO:
522 HOQUTAM AVENUE NE W
RENTON, WASHINGTON SHEET:5 OF: 20
2
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Ilxpyg
II
C<
VAULT DRAIN=451.40-451.74
(4 )
0
r
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II
�0
STORM =449.17-450.17 12"
^'�
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pg^y IIti
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II I
D
WATER= 452.60-453.27, (8)1 )
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(4")
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GRAVEL
APPROX. LOCATION
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PER PSE MAPPING
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GRAPHIC SCALE
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by
a \ x
M 455.59 .455.59 .�j
PK N
ph'� pyy' php'
py^� ^gg
- x
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0 15 30 60
S88.24'03"E
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%
xpti
(N88'20'45"(84.06' HB)N
D
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EX. ADA RAMP EX. ADA RAMP
SSMH N88'A8"W
RIM -457.A•96' CALC
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I inch 30 feet
E/W
8CTR
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8" CONC IN q RIM 455.61
b
455?a�SSMH
CTR CHAN=447418512" CPEP W=449.01
❑EHH
01 RIM=455.68
z D
INL IE 12" CPEP N=448.71
hb• yb 8" CHAN W/S
o
Z
RIM=456.18 IE 12" CPEP SE=448.96
IE 12" CPEP N=452.43
�h
y"' CTR CHAN=446.60
455.04
R-390705
IE 12" CPEP E=452.33
6" SANITARY SIDE
IN
COMPLIANCE
WITH CITY OF RENTON STANDARDS
SEWER STUB
INL
RIM=454.36
INIL
xp� RIM=454.42
TYPICAL EACH LOT
`54.92
OP
SURVEYED: SCALE:
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
CHECKED:
REVISION BY DATE APPR APPROVED:
VERTICAL: NAVD 1988
• C T Y O
HORIZONTAL: NAD 1983/183/1 991
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
00
co
T
O
C]
J, NO
ME
wr
7
;so
MEAD SHORT PLAT DATE: O=
TUSCANY CONSTRUCTION, LLC FIELDBOOK:
COMPOSITE UTILITY PLAN PAGE: Q
DRAWING NO:
522 HOQUTAM AVENUE NE W
RENTON, WASHINGTON SHEET:5 OF: 20
2