HomeMy WebLinkAboutP_Civil Plans 10-25-2024LOT 3
9010.13 SFTRACT A STORM
DRAINAGE
7065.71 SF
LOT 69107.60 SF
LOT 59110.81 SF TRACT C (5641.49 SF)
INGRESS, EGRESS, DRAINAGE, & UTI
L
I
T
Y
LOT 4
9326.45 SF
TRACT B TREE
RETENTION
3329.08 SF
LOT 1
9596.57 SF
LOT 29055.25 SF
ROW
12883.55 SF
PA
S
C
O
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10' UTILITY
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RIM 529.3
IE 523.96
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RIM 529.00
IE 525.40 CB
RIM 528.98
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VICINITY MAP
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LEGAL
BASIS OF BEARING
REFERENCES
VERTICAL DATUM
NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
PROJECT NAME: RENTON HIGHLANDS
SIZE: 84,070 SQ FT
ADDRESS: 5815 NE 8TH ST RENTON
PARCEL: 1123059068
SITE IMPERVIOUS AREAS
.
MAXIMUM LOT IMPERVIOUS AREA:
LOT 1 (ROOF AND DRIVEWAY) 4,000 SF
LOT 2 (ROOF AND DRIVEWAY) 4,000 SF
LOT 3 (ROOF AND DRIVEWAY) 4,000 SF
LOT 4 (ROOF AND DRIVEWAY) 4,000 SF
LOT 5 (ROOF AND DRIVEWAY) 3,600 SF
LOT 6 (ROOF AND DRIVEWAY) 3,600 SF
PASCO PLACE 0.160 ACRES
TRACT ACCESS DRIVE 0.136 ACRES
S-WALKS 0.050 ACRES
NE 8TH ST NEW 0.036 ACRES
A. PROJECT NAME - RENTON HIGHLANDS
SIZE - 84,070 SQ FT
ADDRESS - 5815 NE 8TH ST RENTON
B.ZONING DESIGNATION OF SITE AND ADJACENT PROPERTIES -
ZONING - R-4
FRONT - 30'
REAR - 25'
SIDE COMBINED - 20'
MIN LOT WIDTH 70'
MIN. LOT WIDTH CORNER LOT - 80'
MIN. LOT DEPT - 100'
MAX NUMBER OF STORIES - 3
CURRENT USE OF THE SITE AND ANY EXISTING IMPROVEMENTS
VACANT LAND
C. CURRENT USE OF THE SITE AND EXSTING IMPROVEMENTS
SINGLE FAMILY RESIDENTIAL.
D.SPECIAL SITE FEATURES
NO WETLANS WATER BODIES STEEP SLOPES IDENTIFIED.
E.STATEMENT ADDRESSING SOIL TYPE AND DRAINAGE CONDTIONS.
DETENTION POND AND DISPERSION PROPOSED AS A DRAINAGE SOLITION.
F. PROPOSED USE OF PROPERTY AND SCOPE OF THE PROPOSED
DEVELOPMENT
PROPOSED - SINGLE FAMILY RESIDENTIAL PROPERTY. PLEASE REFER THE
SITE PLAN
MAX WALL PLAT HT - 24'
IMPERVIOUS - 50%
MAX BUILDING COVERAGE - 35%
.
PARCEL: 1123059088
10/22/2024
SSMH
RIM 529.3
IE 523.96
CB
RIM 529.00
IE 525.40 CB
RIM 528.98
IE 525.08
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
SURVEYOR NOTES
1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS
PERFORMED IN
JULY OF 2021. THE FIELD DATA WAS COLLECTED AND
RECORDED ON MAGNETIC MEDIA THROUGH AN
ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED
ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST.
CONTOURS ARE SHOWN FOR CONVENIENCE ONLY.
DESIGN SHOULD RELY ON SPOT ELEVATIONS.
2. ALL MONUMENTS SHOWN HEREON WERE LOCATED
DURING THE
COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
3.THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN
ON THIS DRAWING ARE BASED ON INFORMATION
PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION
READILY AVAILABLE IN THE
PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
MARKINGS PLACED BY UTILITY LOCATE SERVICES AND
OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE
UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE
FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT
BE RELIED ON FOR DESIGN OR CONSTRUCTION
PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE
FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE
OF UTILITIES NECESSARY FOR DESIGN AND
CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND
THE LOCAL UTILITY LOCATE SERVICE (800-424-5555).
4. SUBJECT PROPERTY TAX PARCEL NO. 112305-9068.
5.SUBJECT PROPERTY AREA PER THIS SURVEY IS 84,115
±S.F. (1.93 ACRES)
6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS
THE PROPERTY DESCRIBED IN TITLE RESOURCES
GUARANTY COMPANY, COMMITMENT NO. 50000938-103,
WITH AN EFFECTIVE DATE OF
MAY 04, 2021 AND THAT ALL EASEMENTS, COVENANTS
AND
RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT
OR APPARENT FROM A PHYSICAL INSPECTION OF THE
PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN
PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR
EFFECT ON THE PROPERTY.
7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS
ARE MEASURED FROM THE FACE OF THE SIDING UNLESS
OTHERWISE NOTED.
8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY
DIRECT FIELD MEASUREMENTS WITH A CALIBRATED
ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY
GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR
RELATIONSHIPS ARE ACCURATE AND MEET THE
STANDARDS SET BY WAC 332-130-090.
BASIN 2
LOTS 5 & 6: 0.42 ACRES
NE 8TH ST: 0.11 ACRES
TOTAL: 0.53 ACRES
BASIN 2 NE 8TH ST
0.11 ACRES
10/22/2024
LOT 3
9010.13 SFTRACT A STORM
DRAINAGE
7065.71 SF
LOT 69107.60 SF
LOT 59110.81 SF TRACT C (5641.49 SF)
INGRESS, EGRESS,
D
R
A
I
N
A
G
E
,
&
U
T
I
L
I
T
Y
LOT 4
9326.45 SF
TRACT B TREE
RETENTION
3329.08 SF
LOT 1
9596.57 SF
LOT 29055.25 SF
ROW
12883.55 SF
PA
S
C
O
P
L
A
C
E
N
E
10' UTILITY EASEMENT
VAULT
54' W X 70' L
54'
70
'
10
'
10'
9.
2
9
'
CB 1
RIM 530.11
CB 2
RIM 529.6
CB 3
RIM 529.5
SF MH
RIM 529.5
CB 4
RIM 529.08
SD PUMP MH
RIM 530.10
12" CPEP & 3" FORCEMAIN
12" CPEP 12" CPEP
12
"
C
P
E
P
FG 530.00FG 530.50
FG 530.00FG 530.50
FG 530.00
530
530
53
0
53
0
5
3
0
YD
YD
YD
YD
PROPOSED ROOF
INFILTRATRION
TRENCH
3529,'(3527(&7
)520&203$&7,21
20
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20
'
45'45'
90'
2
5
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R
25'
R
20
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6::33/$1 3
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4
2
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THE 13 ELEMENTS OF A CONSTRUCTION SWPPP
1. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plan sheet.
Furthermore, clearing and grading will be limited to only areas that need to be disturbed for
grading/construction of the site and frontage improvements. Construction will require regarding the entire
site. Field marking the clearing limits shall be completed prior to clearing and grading activities.
BMP's: Preserve Natural Vegetation (VEG)
2. Establish Construction Access: Access to the construction site shall be limited to the rock construction
entrance. The rock construction entrance shall be installed off of the Street to provide access to the
construction vehicle/equipment staging and employee parking areas.
BMP's: Rock construction entrance (CE) See detail sheet C9
3. Control of Flow Rates: Storm water detention: No detention is proposed for the site since the work should
be completed in a short period of time.
BMP's None Proposed
4. Installation of Sediment Controls: Sediment control will be provided through a combination of filtration
through the surround on-site vegetation, or filter fence if required. ,
BMP's: Silt Fence (SF) Sediment Trap (ST) I
5. Soils Stabilization: Temporary and permanent soil stabilization will be provided. Temporary stabilization
will be provided through the application of straw and/or plastic sheeting to exposed, worked earth. From
October 1 until April 30, no exposed soil may remain exposed and unworked for more than two days; after
May 1, no exposed soil may remain exposed and unworked for more than seven days.
BMP's: Straw Covering, Plastic Sheeting, Final Landscaping(as required)
6. Slope Protection: Stock piles shall be protected from erosion through cover and prevention of
concentrated surface runoff flows on steep slopes as required.
BMP's: Plastic Sheeting, (AS REQUIRED)
7. Protection of Permanent Drain Inlets: Inlet protection will be provided for all catch basins.
BMP's: Inlet Protection (IP) See detail sheet (AS REQUIRED)
8. Stabilization of Channels and Outlets: All channel slopes shall be constructed and protected against
erosion in accordance with County code.
(None Required)
9. Pollutant Control: Pollutants shall be controlled through the on-site BMP's proposed above.
10.Dewatering Control: De-watering: Interception of the water table is expected to occur. (NOT
REQUIRED)
11.BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily and maintained as
required.
12. Project Management: The project shall be managed in a cooperative effort by the project manager,
contractor, engineer, and the county inspector. During the construction process, if unforeseen issues arise
that cannot be resolved on site, construction activity (other than SWPPP maintenance) shall be halted and
the owner's representative and the project engineer are to be contacted and informed of the situation. TBD
13. Protect on-site stormwater management bmps for runoff from roofs and other hard surface on-site
stormwater management bmps used for runoff from roofs and other hard surfaces include: full dispersion,
roof downspout full infiltration or dispersion systems, perforated stubout connections, rain gardens,
bioretention systems, permeable pavement, sheetflow dispersion, and concentrated flow dispersion. the
areas on the site to be used for these bmps shall be protected from siltation and compaction during
construction by sequencing the construction in a fashion to install these bmps at the latterpart of the
construction grading operations, by excluding equipment from the mps and the associated areas, and by
using the erosion and sedimentation control bmps listed below. relevant bmp's bmp c102: buffer zone
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
10/22/2024
LOT 3
TRACT A STORM
DRAINAGE
LOT 6
LOT 5
TRACT C (5641.49 SF)
INGRESS, EGRESS,
D
R
A
I
N
A
G
E
,
&
U
T
I
L
I
T
Y
LOT 4
TRACT B TREE
RETENTION
LOT 1
LOT 2
ROW
PA
S
C
O
P
L
A
C
E
N
E
10' UTILITY EASEMENT
VAULT
54' W X 70' L
54'
70
'
10
'
10'
9.
2
9
'
CB 1
RIM 530.11
CB 2
RIM 529.6
CB 3
RIM 529.5
SF MH
RIM 529.5
CB 4
RIM 529.08
SD PUMP MH
RIM 530.10
12" CPEP & 3" FORCEMAIN
12" CPEP 12" CPEP
12
"
C
P
E
P
FG 530.00FG 530.50
FG 530.00FG 530.50
FG 530.00
530
530
53
0
53
0
5
3
0
YD
YD
YD
YD
PROPOSED ROOF
INFILTRATRION
TRENCH
FT WIDE X FT LONG
X 2FT DEEP
20
'
20
'
45'45'
90'
2
5
'
R
25'
R
20
'
%
$
STOP CURB AND
GUTTERS AND
PROPERTY LINE
CB
RIM 528.90
20' DRIVEWAY
20' DRIVEWAY
20' DRIVEWAY
SSMH
RIM 529.3
IE 523.96
CB
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IE 525.40 CB
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IE 525.08
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NE 8TH, LOT 4 AND LOT 1 FRONTAGE
TO BE PAVED UPON RECEIVING
APPROVAL FROM THE CURRANT
OWNER
EXISTING GRAVEL TO REMAIN AND
PAVED WITH HMA
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NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON
&,7<2)5(1721
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
HOT MIX ASPHALT CLASS
1/2" 2" MIN.
HOT MIX ASPHALT CLASS
1/2" 2" MIN.
CRUSHED SURFACING BASE
COURSE 8-1/2" MIN
0.02 FT/FT
VERTICAL OR
ROLLED CURB PR
O
P
E
R
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20'
MIN
30' PRIVATE ACCESS TRACT
0.5'
PR
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R
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INSTALL HAMMER
HEAD TURN A
ROUND (SEE
DETAIL SHT 5)
10'10'
45
'
45
'
PROVIDE REVERSE
SLOPE ON SIDEWALK
10/22/2024
EXISTING GROUND
FINISHED SURFACE
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NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/22/2024
NE 8TH STREET PROFILE
SCALES: HORZ: 1"=20'
VERT 1"=2'
LOT 4 LOT 1
10' UTILITY EASEMENT
CB 1
RIM 530.11
YD
YD
YD
20
'
20
'
45'45'
90'
2
5
'
R
25'
R
20
'
NE 8TH, LOT 4 AND LOT 1 FRONTAGE
TO BE PAVED UPON RECEIVING
APPROVAL FROM THE CURRANT
OWNER EXISTING GRAVEL TO REMAIN
AND PAVED WITH HMA
1(7+675((73/$1$1'352),/(6
R-
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6
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1
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
NE 8TH STREET
10/22/2024
ACCESS ROAD PROFILE
SCALES: HORZ: 1"=20'
VERT 1"=2'
LOT 3
TRACT A STORM
DRAINAGE
TRACT C (5641.49 SF)
INGRESS, EGRESS, DRAINAGE, &
U
T
I
L
I
T
Y
TRACT B TREE
RETENTION
LOT 2
ROW
PA
S
C
O
P
L
A
C
E
N
E
VAULT
54' W X 70' L
54'
70
'
10
'
10'
CB 2
RIM 529.6
CB 3
RIM 529.5
SF MH
RIM 529.5
12" CPEP 12" CPEP
12
"
C
P
E
P
FG 530.00FG 530.50
FG 530.00FG 530.50
FG 530.00
530
53
0
5
3
0
YD
ROOF
ON
5 FT LONG
$&&(6652$'3/$1$1'352),/(7
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R-421601
R-421601
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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LUA
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
10/22/2024
PASCO PLACE NE PROFILE
SCALES: HORZ: 1"=20'
VERT 1"=2'
EXISTING
GRADE CENTER
LINE EDGE OF
ASPHALT
CENTERLINE
GRADE
8" SAN SEWER
12" STORM
52
5
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NEW GUTTER
FLOW LINE
8" DI WATER
LO
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887
NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
10/22/2024
OVERFLOW ELEVATION: 527.50
LIVE VOLUME REQUIRED: 26,390 CF
LIVE VOLUME PROVIDED: 26,398 CF
@ EMERGENCY OVERFLOW
INSIDE DIMENSIONS
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 PUMP STATION
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NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON
10/4/2024
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/4/2024
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/4/2024
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/4/2024
LOT 3
9010.13 SFTRACT A STORM
DRAINAGE
7065.71 SF
LOT 69107.60 SF
LOT 59110.81 SF TRACT C (5641.49 SF)
INGRESS, EGRESS, DRAINAGE, & U
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10' UTILITY EASEMENT
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 2
INSTALL FIRE
DEPARTMENT
ACCESS GATE
10/4/2024
PASCO PLACE NE PROFILE
SCALES: HORZ: 1"=20'
VERT 1"=2'
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/4/2024
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/4/2024
6(:(5'(7$,/6
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SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 214-2280
FAX. (425) 889-6887 10/4/2024
VAULT
54' W X 70' L
54'
70
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.
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4
2
5
)
8
8
9
-
6
8
8
7
RE
N
T
O
N
H
I
G
H
L
A
N
D
S
S
H
O
R
T
P
L
A
T
58
1
5
N
E
8
T
H
S
T
R
E
N
T
O
N
P
A
R
C
E
L
:
1
1
2
3
0
5
9
0
6
8
KI
N
G
C
O
U
N
T
Y
W
A
T
E
R
D
I
S
T
R
I
C
T
9
0
10/4/2024
10/4/2024
10/4/2024