HomeMy WebLinkAboutP_Conceptual_Grading_Drainage_and_Utility_Plan_20250509_v1N 01°17'54" E
30.01'
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N1° 16' 54"E294.53'
N1° 17' 54"E 294.51'
N8
7
°
2
9
'
4
0
"
W
89
.
9
6
'
FF: 227.60 FF: 230.10
FF: 225.10
FF: 232.60 FF: 235.10
22
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22
6
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6
PERVIOUS CONCRETE
OR PERVIOUS PAVING
EXIS
T
I
N
G
S
T
R
E
A
M
CONTROL STRUCTURE
DETENTION
CHAMBERS
DISCHARGE TO
EXISTING STREAM
ROCK OUTFALL PAD
PROPOSED 5 TOWNHOUSESPROPOSED 5 TOWNHOUSES
WATER METER
WATER METER
HYDRANT
WATER METER
SEWER
SERVICE
SEWER
SERVICE SEWER
SERVICE
SEWER
SERVICE
SEWER
SERVICE
CONCEPTUAL DRAINAGE AND
UTILITY PLAN
C0.1
C0.1
1
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
8225 SOUTH 132ND STREET
5 TOWNHOUSES PROJECT
AHBL JOB #2250007.10
3
Know what's below.
before you dig.Call
R
R-____
40.00' STREAM
BUFFER
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
NOT TO SCALE
VICINITY MAP
COATES DESIGN ARCHITECTS, INC.
900 WINSLOW WAY E, SUITE 210
BAINBRIDGE ISLAND, WA 98110
PH. (206) 780-0876
CONTACT: MATTHEW COATES, AIA
ARCHITECT
OWNER
RAVENSHOUSE, LLC
22222 SE 42ND LN
ISSAQUAH, WA 98029
CONTACT: MARK RAABE
CIVIL ENGINEER
TERRANE LAND SURVEYING, INC., PS
11235 SE 6TH ST, SUITE 130
BELLEVUE, WA 98004
PH. (425) 458-4488
CONTACT: COLIN PALMER, PLS
SURVEYOR
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: MATT WEBER, PE
2144800535
SITE ADDRESS
8225 S 132ND ST
RENTON, WA 98178
BASIS OF BEARING
ACCEPTED A BEARING OF N 87°34'05" W BETWEEN MONUMENTS FOUND ALONG THE
NORTH LINE OF SECTION 13 CALCULATED PER GPS OBSERVATIONS.LEGAL DESCRIPTION
PARCEL NUMBER
LOT 5 IN BLOCK 20 OF EARLINGTON ACRE TRACTS,
AS PER PLAT RECORDED IN VOLUME 15 OF PLATS,
PAGE 84, RECORDS OF KING COUNTY AUDITOR;
SITUATE IN THE CITY OF RENTON, COUNTY OF
KING, STATE OF WASHINGTON.
CITY OF RENTON
CITY OF RENTON
PUGET SOUND ENERGY
PUGET SOUND ENERGY
QWEST COMMUNICATIONS
SCHOOL DISTRICT NO. 403
RENTON FIRE
UTILITIES/SERVICES
WATER:
SEWER:
POWER:
GAS:
TELEPHONE:
SCHOOLS:
FIRE:
WATER METER
TRAFFIC SIGNAL BOX
SANITARY SEWER LINE
ON-SITE CLEARING LIMITS
ROOF DRAIN LINE
PROPOSED PAVING
STORM DRAIN LINE
WATER LINE
CHAIN LINK FENCE
CONTOURS
WOOD FENCE
WIRE FENCE
SIGNAL POLE
RD
W
D
S
FIRE DEP'T CONNECTION
WATER VALVE
HYDRANT
DRAIN MH
CLEANOUT
SANITARY MH
SIGN
GUY WIRE
CATCH BASIN
TELEPHONE MH
TELEPHONE RISER
MONUMENT
POWER/TELE. POLE
LIGHT
LEGEND
EXISTING DESCRIPTION PROPOSED
UTILITY NOTETRENCH NOTE
FILL SPECIFICATION
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B,
IT SHALL BE SHORED AND CRIBBED. THE
CONTRACTOR ALONE SHALL BE RESPONSIBLE
FOR WORKER SAFETY AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS
SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH
ACT, CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT
BEEN INDEPENDENTLY VERIFIED BY THE OWNER
OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK
AND AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY
AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.
IMPORTED FILL MATERIAL SHALL NOT CONTAIN
PETROLEUM PRODUCTS, OR SUBSTANCES
WHICH ARE HAZARDOUS, DANGEROUS, TOXIC,
OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL, OR LOCAL LAW, ORDINANCE, CODE,
REGULATION, RULE, ORDER, OR STANDARD.
TOPOGRAPHIC NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA
SHOWN ON THESE DRAWINGS HAS BEEN
PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION
IS BELIEVED TO BE RELIABLE, AHBL CANNOT
ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR ANY ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN INCORPORATED INTO
THESE DRAWINGS AS A RESULT.
RENTON CONTROL MONUMENTS
CITY OF RENTON CONTROL POINT 1919. CONTROL POINT 1919 WAS FOUND TO HAVE A
LAMBERT GRIDE NORTH ZONE COORDINATE OF 180222.80 FT. / 1296905.87 FT.
ELEV
EASTSIDE ENVIRONMENTAL PROS, INC.
18500 156TH AVE NE, SUITE 203
WOODINVILLE, WA 98072
PH. (425) 949-6659
CONTACT: EMILY NEWTON-WEIDERMAN
ENVIRONMENTAL CONSULTANT
RENTON AVE S
S 132ND ST
SITE
S 130TH ST
S 134T
H
S
T
S 128TH ST
84
T
H
A
V
E
S
80
T
H
A
V
E
S
2
C0.3
1
C0.3
SHEET INDEX
NO.SHEET DESCRIPTION
1 C0.1 CONCEPTUAL DRAINAGE AND UTILITY PLAN
2 C0.2 CONCEPTUAL GRADING PLAN
C0.3 SITE SECTIONS
EXISTING
15' SEWER
EASEMENT
3.50' ROW
DEDICATION
Q:\2025\2250007\10_CIV\CAD\_Site Plan Review\2250007-SH-GRAD-STRM.dwg
PROPOSED
15' WATER
EASEMENT
N 01°17'54" E
30.01'
IE 1
2
"
C
P
E
P
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E
.
)
=
2
3
4
.
4
0
'
IE 12
"
C
P
E
P
(
W
.
)
=
2
3
4
.
3
0
'
SD
M
H
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M
=
2
3
7
.
2
7
'
IE
1
2
"
C
P
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P
(
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/
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.
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=2
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4
2
'
POWER EASEMENT PER REC.
NO. 20161021000561
NE
S
U
N
S
E
T
B
L
V
D
N1° 16' 54"E294.53'
N1° 17' 54"E 294.51'
N8
7
°
2
9
'
4
0
"
W
89
.
9
6
'
FG: 223.31
FG: 222.33
FG: 236.39
FG: 238.24
FG: 237.68
FG: 236.39
FG: 235.09
FG: 235.09
FG: 232.45
FG: 232.45FG: 229.81
FG: 229.81FG: 227.17
FG: 227.17
FG: 225.10
FG: 225.10
FG: 223.96
FG: 225.96 FG: 228.41 FG: 231.05 FG: 233.69
FG: 221.93
FG: 236.64
FG: 236.51
FF: 227.60 FF: 230.10
FF: 225.10
FF: 232.60 FF: 235.10
22
0 23
0
22
2
22
4
22
6
22
8
2
3
2
2
3
4
2
3
6
2
3
8
23
0
2
2
2
22
4
22
6
22
8
23
2
23
4
23
6
PROPOSED 5 TOWNHOUSES
PERVIOUS CONCRETE
OR PERVIOUS PAVING
10.00%
13.42%
4.
8
8
%
7.
8
7
%
10
.
0
0
%
10
.
0
0
%
8.
0
0
%
10
.
0
0
%
8.
0
0
%
8.
0
0
%
8.
0
0
%
2.
7
4
%
10
.
0
0
%
6.24%10.00%
12.50%15.00%14.50%
0.
0
0
%
FG: 222.07 FG: 223.31 FG: 223.38
FG: 225.11 FG: 225.19
FG: 227.35
FG: 227.43
FG: 230.10FG: 230.02
FG: 220.32
FG: 220.62
FG: 220.84
FG: 220.43
FG: 237.56
FG: 238.12
FG: 238.37
FG: 238.49
EG: 237.34
EG: 237.90
EG: 238.06
EG: 235.77
FG: 236.49
FG: 236.37
0.
0
0
%
1.31%
1.50%
1.50%2.00%
2.00%
1.
9
3
%
1.
5
0
%
3.
2
2
%
0.
0
0
%
EXIS
T
I
N
G
S
T
R
E
A
M
2.
5
2
%
2.00%
FG: 236.54
FG: 232.46
FG: 232.46
FG: 236.54
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
CONCEPTUAL GRADING PLAN
C0.2
C0.2
2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
8225 SOUTH 132ND STREET
5 TOWNHOUSES PROJECT
AHBL JOB #2250007.10
3
Know what's below.
before you dig.Call
R
R-____
40.00' STREAM
BUFFER
Q:\2025\2250007\10_CIV\CAD\_Site Plan Review\2250007-SH-GRAD.dwg
205
210
215
220
225
205
210
215
220
225
20+00
FG FG
20+50
FG
2
2
0
.
5
8
FG
2
2
0
.
4
4
20+99.46
FG
CONTROL STRUCTURE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
EXISTING STREAM
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
STORMTECH
DETENTION
CHAMBERS
PROPERTY LINE
STORM OUTLET WITH
ROUND ROCK
OUTFALL PROTECTION
IE: 215.00
210
215
220
225
230
235
240
210
215
220
225
230
235
240
10+00
FG FG
10+50
FG
2
2
0
.
8
3
FG
2
2
5
.
1
2
11+00
FG
2
2
7
.
6
0
FG
2
3
0
.
1
0
11+50
FG
2
3
2
.
6
0
FG
2
3
5
.
1
0
12+00
FG
2
3
7
.
1
8
12+19.69
FG
115'
BUILDING
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
STORMTECH
DETENTION
CHAMBERS
FF: 225.10
FF: 227.60
FF: 230.10
FF: 232.60
FF: 235.10
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
PROPOSED ROW
BOUNDARY
EXISTING ROW
BOUNDARY
SITE SECTIONS
C0.3
C0.3
3
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
8225 SOUTH 132ND STREET
5 TOWNHOUSES PROJECT
AHBL JOB #2250007.10
3
Know what's below.
before you dig.Call
R
R-____
2 SCALE: H:1"=20', V:1"=2'
SITE SECTION 2
1 SCALE: H:1"=20', V:1"=2'
SITE SECTION 1
Q:\2025\2250007\10_CIV\CAD\_Site Plan Review\2250007-SH-GRAD-STRM.dwg