HomeMy WebLinkAboutEx 08_Conceptual Drainage and Utility Plan.pdfS00°15'59"W 256.71'BIKEBIKE
VANBIKE
SANITARY SEWER
MANHOLE
RIM 400.93
8" CONC N 391.53 IE
12" CONC NE 390.88 IE
6" CONC S 391.82 IE
12" CONC SW 390.90 IE
W
14"FIR
16"FIR
24"FIR
12"FIR
20"FIR
16"FIR
30"FIR
16"FIR
177.5
L
F
SANITARY SEWER MANHOLE
RIM 396.32
8" PVC S 393.35 IE
8" PVC SE 393.38 IE
8" PVC N 393.27 IE
303.5
L
F
WF A3
WF A5
WF A7
WF A8
WF AA8
WF AA6
WF AA5
ROCK
E
R
Y
ROCKERY
-
-
-
-
LS
PV
LS
LS
LS
WF AA7
WF AA4
M
-
--
-
WATE
R
V
A
L
V
E
WATE
R
M
A
N
H
O
L
E
ASPHALTASPH
A
L
T
ASPHALTASPHALTASPHALTGRAVEL
ASPH
A
L
T
-
SIDE
W
A
L
K
30" Fir
18" MAPLE
30" FIR
WF A6
CATCH BASIN
RIM 398.80
12" CONC NE 394.86 IE
12" CONC N 394.84 IE
12" CONC SW 394.91 IE
SANITARY SEWER
MANHOLE
RIM 400.43
12" CONC NE 388.08 IE
8" PVC S 388.91 IE
12" CONC SW 388.08 IE
CATCH BASIN
RIM 399.93
12" CONC NE 395.33 IE
12" CONC SW 395.21 IE
SANITARY SEWER
MANHOLE
RIM 398.25
12" CONC NE 386.00 IE
12" CONC SW 385.95 IE
SANITARY SEWER MANHOLE
RIM 400.71
12" CONC NE 388.80 IE
12" CONC SW 388.61 IE
-
>
SB
SIGNAL BOX
SB
TV
EXISTI
N
G
S
T
R
E
A
M
N63°5
7'
2
7
"
E
1423.
1
4'
(
M
)
1423.
2
1' (
S
T)
595.0
7'
(
C)
595.1
0' (
S
T)
828.0
7'
(
C)
828.1
1' (
S
T)S26°02'33
"E
45
.00
'
FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
48" CMP CULVERT
389.11 IE
8" CONCRETE CULVERT
393.56 IE20' SEWER EASEMENTCATCH BASIN
RIM 400.13
12" CONC SW 397.30 IE
CATCH BASIN
RIM 400.78
12" CONC SW 397.38 IE
S0° 15' 59"W256.71'N89° 37' 58"W164.55'N0° 00' 25"E174.68'N63°
5
7'
2
7
"
E
184.4
5'
PROPOSED COMMERCIAL BUILDING
NE S
U
N
S
E
T
B
L
V
D
40.00' STREAM
BUFFER
400
396
396397397
397
397
397398399
397
397 398399FF: 399.50
PERVIOUS CONCRETE
OR PERVIOUS PAVING
PERVIOUS CONCRETE
OR PERVIOUS PAVING
CONTROL
STRUCTURE
6.50' ROW DEDICATION
FLOW LINE TO BE MAINTAINED
PER MODIFICATION REQUEST
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
SUNSET HIGHLANDS RENTON PROJECT
AHBL JOB #2230621.10
3
Know what's below.
before you dig.Call
R
R-____
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
CONCEPTUAL DRAINAGE
AND UTILITY PLAN
C0.1
C0.1
1
1" = 1/4 MILES
VICINITY MAP
SUNSE
T
B
L
V
D 138 AVE SE138 AVE SEANACORTES AVEUNION AVE NENE
NE 12TH ST
SITE
JON GRAVES ARCHITECTS &
PLANNERS, PLLC
3110 RUSTON WAY, SUITE B
TACOMA, WA 98403
PH. (253) 272-4214
FAX (253) 272-4218
CONTACT: TYLER GRAFF
ARCHITECT
OWNER
ADF PROPERTIES, LLC
15007 WOODINVILLE-REDMOND
ROAD SUITE A
WOODINVILLE, WA 98072
CONTACT: MR. DALE FONK
CIVIL ENGINEER
CENTRE POINT CONSULTANTS, INC., PS
206 RAILROAD AVENUE NORTH
KENT, WA 98032
PH. (253) 813-1901
FAX (253) 813-1908
CONTACT: STEPHEN WOODS, 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
0323059093
SITE ADDRESS
4409 NE SUNSET BOULEVARD
RENTON, WA 98059
BASIS OF BEARING
VERTICAL DATUM = NORTH AMERICAN VERTICAL
DATUM NAVD 88 (CITY OF RENTON)
CITY OF RENTON SURVEY CONTROL POINT 2189
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
SITE NO. 1
SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
ELEVATION: 400.60'
SITE NO.2
SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
LIGHT STANDARD, 27' NORTHEAST OF SOUTH
END OF 6' CYCLONE FENCE.
ELEVATION: 396.77
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT
GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE
ANGLE OF 00°58'31.09" COUNTERCLOCKWISE WAS APPLIED AT A BRASS PIN IN
CONCRETE POST, INCASES, AT THE INTERSECTION OF 148TH AVENUE SE AND
SE 112TH STREET. THE MONUMENT IS THE SOUTHEAST SECTION CORNER OF
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE
MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID
COORDINATES WERE FOUND TO BE 186170.695 / 1316637.784 AT THAT POINT.
THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981199
AND THE GRID SCALE FACTOR OF 0.999999475 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
BENCHMARK
LEGAL DESCRIPTION
PARCEL NUMBER
LOT 2 OF CITY OF RENTON SHORT PLAT NO. 345-79,
RECORDED UNDER KING COUNTY RECORDING NO.
7908179008, BEIGN A PORTION OF THE
SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP
23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
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 NOTE
TRENCH 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 2097. CONTROL POINT 2097 WAS FOUND TO
HAVE A LAMBERT GRIDE NORTH ZONE COORDINATE OF 191108.643 FT. /
1316760.378 FT.
CITY OF RENTON CONTROL POINT 1845. CONTROL POINT 1845 WAS FOUND TO
HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 186170.657 FT. /
1316637.843 FT.
ELEVWETLAND RESOURCES
9505 19TH AVE. SE, SUITE 106
EVERETT, WA 98208
PH. (425) 337-3174
CONTACT: SCOTT BRAINARD
WETLAND CONSULTANT
BIORETENTION POND
DISCHARGE TO
EXISTING STREAM
DETENTION
CHAMBERS
WATER METER
SEWER SERVICE
CO 2' FROM BUILDING
FRENCH DRAIN
FRENCH DRAIN
1
C0.3
2
C0.3
Sheet List Table
Sheet Number Sheet Title
C0.1 CONCEPTUAL DRAINAGE AND UTILITY PLAN
C0.2 CONCEPTUAL GRADING PLAN
C0.3 SITE SECTIONS
HYDRANT
ANTICIPATED HIGH
WATER MARK = 392.05
Q:\2023\2230621\10_CIV\CAD\_Site Plan Review\2230621-SH-GRAD-STRM.dwg
05/29/2024
S00°15'59"W 256.71'BIKEBIKE
VANBIKE
SANITARY SEWER
MANHOLE
RIM 400.93
8" CONC N 391.53 IE
12" CONC NE 390.88 IE
6" CONC S 391.82 IE
12" CONC SW 390.90 IE
W
14"FIR
16"FIR
24"FIR
12"FIR
20"FIR
16"FIR
30"FIR
16"FIR
177.5
L
F
SANITARY SEWER MANHOLE
RIM 396.32
8" PVC S 393.35 IE
8" PVC SE 393.38 IE
8" PVC N 393.27 IE
303.5
L
F
WF A3
WF A5
WF A7
WF A8
WF AA8
WF AA6
WF AA5
ROCK
E
R
Y
ROCKERY
-
-
-
-
LS
PV
LS
LS
LS
WF AA7
WF AA4
M
-
--
-
WATE
R
V
A
L
V
E
WATE
R
M
A
N
H
O
L
E
ASPHALTASPH
A
L
T
ASPHALTASPHALTASPHALTGRAVEL
ASPH
A
L
T
-
SIDE
W
A
L
K
30" Fir
18" MAPLE
30" FIR
WF A6
CATCH BASIN
RIM 398.80
12" CONC NE 394.86 IE
12" CONC N 394.84 IE
12" CONC SW 394.91 IE
SANITARY SEWER
MANHOLE
RIM 400.43
12" CONC NE 388.08 IE
8" PVC S 388.91 IE
12" CONC SW 388.08 IE
CATCH BASIN
RIM 399.93
12" CONC NE 395.33 IE
12" CONC SW 395.21 IE
SANITARY SEWER
MANHOLE
RIM 398.25
12" CONC NE 386.00 IE
12" CONC SW 385.95 IE
SANITARY SEWER MANHOLE
RIM 400.71
12" CONC NE 388.80 IE
12" CONC SW 388.61 IE
-
>
SB
SIGNAL BOX
SB
TV
EXISTI
N
G
S
T
R
E
A
M
N63°5
7'
2
7
"
E
1423.
1
4'
(
M
)
1423.
2
1' (
S
T)
595.0
7'
(
C)
595.1
0' (
S
T)
828.0
7'
(
C)
828.1
1' (
S
T)S26°02'33
"E
45
.00
'
FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
48" CMP CULVERT
389.11 IE
8" CONCRETE CULVERT
393.56 IE20' SEWER EASEMENTCATCH BASIN
RIM 400.13
12" CONC SW 397.30 IE
CATCH BASIN
RIM 400.78
12" CONC SW 397.38 IE
S0° 15' 59"W256.71'N89° 37' 58"W164.55'N0° 00' 25"E174.68'N63°
5
7'
2
7
"
E
184.4
5'
PROPOSED COMMERCIAL BUILDING
NE S
U
N
S
E
T
B
L
V
D
40.00' STREAM
BUFFER
400
396
396397397
397
397
397398399
397
397 398399FF: 399.50
PERVIOUS CONCRETE
OR PERVIOUS PAVING
PERVIOUS CONCRETE
OR PERVIOUS PAVING
FG: 398.59
FG: 398.59
FG: 399.04
FG: 399.78
FG: 399.64
FG: 398.58
FG: 397.98
FG: 397.92
FG: 397.91
FG: 398.01
FG: 398.13
FG: 397.92
FG: 397.91
FG: 398.08
FG: 398.38
FG: 398.86
FG: 399.27
FG: 399.39
FG: 399.49
FG: 399.20
FG: 399.30
FG: 401.136.71%0.66%1.60%2.00%2.00%2.00%2.00%
FG: 399.26 12.50%10.57%
6.65%
6.65%
13.76
%0.70%2.00%1.94%
0.64%
0.30%0.80%
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
SUNSET HIGHLANDS RENTON PROJECT
AHBL JOB #2230621.10
3
Know what's below.
before you dig.Call
R
R-____
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
CONCEPTUAL GRADING PLAN
C0.2
C0.2
2
Q:\2023\2230621\10_CIV\CAD\_Site Plan Review\2230621-SH-GRAD.dwg
05/29/2024
385
390
395
400
405
385
390
395
400
405
10+00FG FG 400.9110+50FG 399.50FG 399.5011+00FG 399.43FG 398.8111+50FG 398.39FG 397.2212+00FGBIO-RETENTION POND
52.00'
BUILDING
3:1 MAX
SLOPE
MIN. 1.0'
WIDE BERM
EXISTING ROW BOUNDARY
PROPOSED ROW BOUNDARY
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
STORMTECH
DETENTION
CHAMBERS
40' STREAM
BUFFER
385
390
395
400
405
385
390
395
400
405
20+00FG 398.86FG 398.5320+50FG 398.04FG21+00FG 21+25FGBIO-RETENTION POND
EXISTING STREAM
STORM OUTLET WITH
OUTFALL PROTECTION
IE: 392.50
3:1 MAX
SLOPE
MIN. 1.0'
WIDE BERM
PROPERTY LINE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
CONTROL
STRUCTURE
STORMTECH
DETENTION
CHAMBERS
2.26'
HIGH WATER
MARK = 392.05
2.02'
40' STREAM BUFFER
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
SUNSET HIGHLANDS RENTON PROJECT
AHBL JOB #2230621.10
3
Know what's below.
before you dig.Call
R
R-____
SITE SECTIONS
C0.3
C0.3
3
1 SCALE: H:1"=20', V:1"=2'
SITE SECTION 1 2 SCALE: H:1"=20', V:1"=2'
SITE SECTION 2
Q:\2023\2230621\10_CIV\CAD\_Site Plan Review\2230621-SH-GRAD-STRM.dwg
05/29/2024