HomeMy WebLinkAboutR-373303LOT DRAINAGE NOTES:
Cr) a. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON
THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY
r0 DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THUS
p STIPULATIONS MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING
-it PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT
r FOR THE LOT. SEE SHEET 4 FOR DETAILS.
LOT NUMBER BMP TYPE MAXIMUM IMPERIOUS (SQ. FT.;
LOT A EXISTING HOUSE 2,600 SQ. FEET
LOT B PERFORATED PIPE CONNECTION 2,600 SQ. FEET
Qb. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
J ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
d DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. IT-
I-' c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
SHALL BE VIA A PERFORATED PIPE CONNECTION.
0 d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
= OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
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SAW CUT
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RIM= 161.40
INV= 151.54 (W,N,S)
INV= 151.44 (SE)
12"
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SDMH- - � cUi
RIM =' 56.03
INV= 749.02 6 "NW)
INV = 148.98 12 "NJ
INV= 148.85 (12 "SE)
INV = 148.61 (12 "S) FOUND IRC
;0361
0.06' N
0.0.5' E
0340
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5 +84.48 SHATTUCK :AVE. SOUTH:
EXISTING
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HOUSE
0260 \
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HOUSE TIG
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4" MIN. CLASS "B" ASPHALTIC CONCRETE J
PAVEMENT- 2 -2" LIFTS REQUIRED
6" MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY GEOTECH BASED UPON
SHATTUCK AVE. SOUTH
N.T.S.
ozso
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5 +84.48 SHATTUCK :AVE. SOUTH:
EMTING
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HOUSE
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
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FENCE
0.6' S
0.1' E
FOUND INC
#10381
0.12' S
0.02' E
\-5' CONCRETE
SIDEWALK AND RAMP LANDING
8' LANDSCAPE
STRIP
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274 _
CONNECT TO EXISTING
HOUSE UNDER CONSTRUCTION
UNDER A SEPERATE PERMIT
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5 +84.48 SHATTUCK :AVE. SOUTH:
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STA. 1
RIM 154.75
I
160 : S
INS
CB
NV taa.3a(12 "w)
"E)
160
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RIM =153. CB
IIN = 144.24(15
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INV =148. ((12 "E) RIM= ,53.12
12" PLUG i
1619
-W)
If
INV = 748. (12 °S) INV = 149.96(12 "W) APPR (MATE STORM
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RIM #153.51
INVd148.79(12 "E)
NEW 6" STORM
VA LT LOCATION
5 12- �
INV�148.7312
DMH
STUB, IE =154.0
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RIM = 1:14.84
"SW)
RIM= 1$9.63 1
INV =744.62((12
INV= 158.28(12 "NE)
INV=,44.40(, 5 "W�
"N
12" S CONC. CURB
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INV = 144.40((15
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INT'X
12" ADS
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STA. 5 +84
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RI 13.63 SOUTH 20th PLACEM VAU
ACCESS O
RIM= 159.70:
STA. 10 +0
=
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154.42
E=156.30,12" .
. N\
F
ti I RIM= 153.49
15" ADS
IE= 157.50, :6" (
(EX.)
FOUND MON. IN CASE
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(VISITED 8/2013)
12" ADS 8" DI
$10381.,
0.53'
INV= 157.44(6
"SE)
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12 "S S -
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0.05' �
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CONC CURB I
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ftIM - =75
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RIM 155.90
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IE =152.60, 12" :(EX -NE)
INV :150.58((5
in
E 152.60, 12-](S) R
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INV 150.48(N)
SOUTH 20th PLACE
/ RIM 155.90
IE= 152.60, 12" EX -NE)
m IE= 152.60, 12° S)
IE= 153.00, 6" (W) c -'
_
RIM= 159.70
IE= 156.30, 12"
IE= 157.50, 6" (EX.)
SSMH
RIM-159.63
INV= 154.06 S
INV=154.06 E
CB INV= 153.96 N
RIM = 159.63
INV= 158.28 12 "NE)
INV= 158.78 6 "NW)
FRONT PORTAL OF EXISTING HYDRANT
ALL UTILITIES SERVICING
THE SITE SHALL BE
UNDERGOUND
I
INT'X
STA. 0 +00, SHATTUCK AVENUE SOUTH
SOUTH 22nd PLACE
NOTE
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 UTIUITES 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: 1- 800 - 424 -5555
CURB RETURN
FL SHATTUCK - 5 +43.56, 13.0' LT. FL= 156.54
OA R =25.0' S. 20th PL. - 10 +37.96, 16.0' LT. FL= 153.93
L= 39.226'
DELTA = 89'53'54"
STA. 5
5 +84.48 SHATTUCK :AVE. SOUTH:
STA. 1
10 +00.00, SOUTH 20th PLACE : 1
160 : S
CB
160
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...... ............:. .. .
.... ......
RIM= 153.15+c
isNATTUCk q
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CB
12" PLUG i
1619
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If
RIM #153.51
INVd148.79(12 "E)
NEW 6" STORM
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5 12- �
INV�148.7312
"N
STUB, IE =154.0
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RIM= 1$9.63 1
INV= 158.28(12 "NE)
INV =155J9(12 "NE)
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150
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RIM= 159.70:
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E=156.30,12" .
. N\
16' DRIVEWAY ENTRANCE
IE= 157.50, :6" (
(EX.)
UND IF�C
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$10381.,
0.53'
INV= 157.44(6
"SE)
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............. .i._....... .
0.05' �
......
160
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RIM 155.90
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IE =152.60, 12" :(EX -NE)
in
E 152.60, 12-](S) R
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140 I
RAM'
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.
STA.
4 +94.0 13.0' LT.
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CURB, GUTTER, SIDEWALK
6+00
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AND
LANDSCAPE STRIP
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STA. 4 +93.0 12.17' LT.
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END OF 12 N -12
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INSTALL PLUG
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IE= 156.80
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#10381
FENCE
0.03'
E
0.5' S
N
0420
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SOUTH 20th PLACE
/ RIM 155.90
IE= 152.60, 12" EX -NE)
m IE= 152.60, 12° S)
IE= 153.00, 6" (W) c -'
_
RIM= 159.70
IE= 156.30, 12"
IE= 157.50, 6" (EX.)
SSMH
RIM-159.63
INV= 154.06 S
INV=154.06 E
CB INV= 153.96 N
RIM = 159.63
INV= 158.28 12 "NE)
INV= 158.78 6 "NW)
FRONT PORTAL OF EXISTING HYDRANT
ALL UTILITIES SERVICING
THE SITE SHALL BE
UNDERGOUND
I
INT'X
STA. 0 +00, SHATTUCK AVENUE SOUTH
SOUTH 22nd PLACE
NOTE
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 UTIUITES 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: 1- 800 - 424 -5555
CURB RETURN
FL SHATTUCK - 5 +43.56, 13.0' LT. FL= 156.54
OA R =25.0' S. 20th PL. - 10 +37.96, 16.0' LT. FL= 153.93
L= 39.226'
DELTA = 89'53'54"
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n- 373303
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
--- )urasE" SCALE xcrmwrwwol'avca' CITY OF SHATTUCK WEST SHORT PLAT
D.E. OFFE, P.E. -�7� RENTON ANDREW MICHAEL CONSTRUCTION, LLC
OFFE, o.L OE, P.E. DATUM FRONTAGE IMPROVEMENTS
a ATiNLL Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH
Fwm
NO. REVISION BY DATE � y
CD; 2- 3��3a3
Date:
Date:
Date:
3 - 7
�y
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STA. 5
5 +84.48 SHATTUCK :AVE. SOUTH:
STA. 1
10 +00.00, SOUTH 20th PLACE : 1
160 : S
160
.. �
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.... ......
isNATTUCk q
12" PLUG i
qyE 30 H
H
5 12- �
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12g
RIM= 1$9.63 1
INV= 158.28(12 "NE)
INV = 158.18(6 "NW) .
150 1
.�
I I
150
RIM= 159.70:
E=156.30,12" .
. N\
IE= 157.50, :6" (
(EX.)
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...__._ ..:.......... . ....: .
............. .i._....... .
......
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CB :1 TYPE.'..:_._.. I
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RIM 155.90
IE =152.60, 12" :(EX -NE)
E 152.60, 12-](S) R
140 I
�SDMH
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............:. . .
.
. .. .......:............. .
1 4
0(
5 +00 w 6
6+00
SHATTUCK A
AVE. SOUTH (STORM)
n- 373303
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
--- )urasE" SCALE xcrmwrwwol'avca' CITY OF SHATTUCK WEST SHORT PLAT
D.E. OFFE, P.E. -�7� RENTON ANDREW MICHAEL CONSTRUCTION, LLC
OFFE, o.L OE, P.E. DATUM FRONTAGE IMPROVEMENTS
a ATiNLL Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH
Fwm
NO. REVISION BY DATE � y
CD; 2- 3��3a3
Date:
Date:
Date:
3 - 7
�y
a
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A
F
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