HomeMy WebLinkAboutR-401501Lr, NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
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042305-9391
042305-9392 042305-9393 042305-9394
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042305-9267
Q N88'19'30"W 405.66'
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10' LANDSCAPE &
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042305TR-A EASEMENT
042305-9422 042305-9421 I
042305-9420 042305-9419
042305-9077
MAC T 13 NE 20TH AVE.
HUYNH CONDITIONS OF APPROVAL:
1. THE APPLICANT MUST COMPLY WITH ALL RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY MIGIZI
GROUP, INC (DATED JULY 14,2017)
2. APPLICANT MUST OBTAIN A DEMOLITION PERMIT AND COMPLETE A FINAL INSPECTION FROM THE CITY FOR THE REMOVAL OF
THE RESIDENCE AND GARAGE ON FUTURE LOTS 1 AND 2 IN ORDER TO COMPLY WITH RESIDENTIAL-6 (R-6) SETBACKS OF THE
ZONE PRIOR TO FINAL PLAT APPROVAL.
J. THE APPLICANT SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT
FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN TRACT A. A DRAFT VERSION OF A SHARED
MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER
PRIOR TO SHORT PLAT RECORDING.
4. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPE PLAN WITH A 10-FOOT LANDSCAPE STRIP ACROSS THE ENTIRE FRONTAGE
OF LOT 1 IN ORDER TO DEMONSTRATE COMPLIANCE WITH THE LANDSCAPE REQUIREMENTS IN RMC 4-4-070.
5. NEW FENCING INSTALLED ALONG THE NORTH PROPERTY LINE SHALL BE INSTALLED IN A MANNER THAT WILL NOT DAMAGE THE
OFFSITE TREES ON THE ADJACENT PROPERTIES.
6. A CURB SHALL BE CONSTRUCTED BETWEEN THE DRIVEWAY EDGE AND THE LANDSCAPE BUFFER IN ORDER TO PROTECT THE
LANDSCAPE STRIP FROM IMPACTS CREATED BY VEHICLES.
7. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE ARBORIST REPORT PREPARED BY ARBORIST NW (DATED
NOVEMBER 10TH, 2017) WHILE ENSURING FIRE DEPARTMENT APPARATUS ROADWAY REQUIREMENTS ARE STILL BEING MET.
8. LOT 1 SHALL BE REQUIRED TO TAKE ACCESS FROM THE SHARED DRIVEWAY TRACT, SPECIFICALLY OFF THE HAMMERHEAD TURN
AROUND. THIS RESTRICTION SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT.
9. THE COMBINED BUILDING SETBACK AREA FOR THE NORTH AND SOUTH YARDS ON LOT 1 SHALL BE 20 FEET, WITH A MINIMUM
OF 10 FEET ON THE NORTH PROPERTY LINE.
10. THE GARAGES ASSOCIATED WITH THE HOMES ON LOTS 1 AND 2 SHALL BE LOCATED ON THE WEST FACADES OF THE HOMES
AND THE GARAGE DOORS SHALL NOT BE VISIBLE FROM THE PUBLIC STREET.
11. THE NORTH FACADE OF THE HOMES (SECONDARY FRONT YARD) ON LOT 1 AND LOT 2 SHALL BE DESIGNED IN A WAY THAT
PROVIDES SIGNIFICANT VISUAL INTEREST INCLUDING BUT NOT LIMITED TO. EXTRA GLAZING, BUILDING MODULATION, AND
MATERIAL VARIATION. THE DESIGN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR EACH LOT AND SHALL
BE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE
12. HOMES BUILT ON LOTS 2 AND 3 SHALL REQUIRE AN APPROVED FIRE SPRINKLER SYSTEM REGUARDLESS OF SIZE DO TO
16-FOOT WIDE ACCESS ROADWAY. SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON REGIONAL FIRE
AUTHORITY FOR REVIEW AND PERMITTING, IN
nco mp as s
0 ENGINEERING & SURVEYING
Western Washington Division
^_ 165 NE luniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax. (425) 391-3055
W Know what's below. Eastern Washington Division
407 Swiftwater Blvd.. Cle Elum, WA 98922 . Phone: (509) 674-7433 . Fax. (509) 674-7419
Call before you dig.
DISCREPANCIES:
IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS
AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE
CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF
THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF
ALL WORK AND FOR THE COORDINATION OF ALL TRADES,
SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT.
EXISTING UTILITYNOTE:
ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN.
CONTRACTOR RESPONSIBILITY.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL
PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
WAWAS�jL�C
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39897
�GISTER�
ZONAL
8,Z05119
UTILITY PROVIDERS:
GARBAGE. REPUBLIC SERVICES
GAS & ELECTRIC. PUGET SOUND ENERGY
WATER & SEWER: CITY OF RENTON
LINE TABLE
LINE #
DIRECTION
LENGTH
L1
SO'58'54"W
4.00'
L2
N88'19'30"W
10.53'
L3
SO'58'54"W
8.30'
L4
SO'58'54"W
7.70'
L6
N88'19'30"W
9.93'
L7
SO'58'54"W
4.00'
Curve Table
Curve #
Length
Radius
Delta
C1
38.97
25.00
089'18'24"
REVISED
PER
SPU
COMMENTS
ADDED SPU PIPE SUPPORT PLAN
REVISED
PER
CITY
COMMENTS
DATED
4111119
REVISED
PER
CITY
COMMENTS
DATED
3122119
REVISED
PER
CITY
COMMENTS
DATED
211119
REVISED
PER
CITY
COMMENTS
DATED
8110118
REVISED
PER
CITY
COMMENTS
DATED
7130118
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PROJECT INFORMATION:
OWNER: KATHY HUYNH
2806 NE SUNSET BOULEVARD,
SUITE F
RENTON, WA 98056
(425) 891-3829
°
SURVEYOR: SIEVE McCASKEY, PLS
°
ENCOMPASS ENGINEERING &
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SURVEYING
CD 00
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165 N.E. JUNIPER STREET,
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SUITE 201
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ISSAQUAH, WASHINGTON 98027
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(425) 392-0250
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ENGINEER: NICOLE MECUM, PE
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ENCOMPASS ENGINEERING &
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SURVEYING
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165 N.E. JUNIPER STREET,
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SUITE 201
30' 30'
ISSAQUAH, WASHINGTON 98027
°
R.O.W.
(425) 392-0250
°
DEDICATION
SITE INFORMATION:
VICINITY MAP
ARCHITECT. PAUL MONSEF
MONSEF DONOGH DESIGN GROUP
2806 NE SUNSET BLVD, SUITE F
RENTON, WASHINGTON 98056
(206) 612-8647
GEOTECH: ZACH LOGAN
MIGIZI GROUP INC.
PO BOX 44840
TACOMA, WA 98448
(253) 537-9400
0
800 SF
10.b0'°
�
TAX PARCEL: 042305-9076 BUILDING SETBACKS:
30.00'
_
SITE ADDRESS: 2007 UNION AVENUE NE ZF FRONT - 25 FEET
SITE AREA: 32, 457 S. F. = 0.75 ACRES A REAR - 25 FEET
DISTURBED AREA:32,457 S.F. = 0.75 ACRES OS SIDE - 15 FEET TOTAL
`
W
ZONING. RESIDENTIAL (R6)
i
z
s
MAX. BUILDING COVERAGE. 407
a
W �
MAX. IMPERVIOUS SURFACE COVERAGE. 5590
GROSS IMPERVIOUS AREA: 15,386 SF
NET IMPERVIOUS AREA: 13,847 SF
COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL MEDIUM DENSITY
b s a
TOTAL PROPOSED LOTS 3
PROPOSED BUILDING COVERAGE 6,086 S.F. = 18.7%
PROPOSED PUBLIC STREET
`
I
DEDICATION 800 SQ. FT.
s
PROPOSED LOT AREAS (GROSS) PROPOSED BUILDING SIZES
LOT 1 - 8,051 SQ. FT, 1,767 S.F.
s..
LOT 2 - 7,789 SQ. FT. 1,868 S.F.
LOT 3 - 8,817 SQ. FT Z451 S.F.
s 1
LOT IMPERVIOUS AREAS (GROSS) IMPERVIOUS AREAS (NET)
.. ..
LOT 1 - 2,769 SQ. FT. 2,091 S.F.
1 o
LOT 2 - 2,507 SQ. FT. 2,001 S.F.
LOT 3 - 3,100 SQ. FT 2,535 S.F.
s e°
TRACT "A" PRIVATE ACCESS & UTILITIES 7,000 SQ. FT.
CRITICAL AREAS. WELLHEAD PROTECTION AREA ZONE 2
PROPOSED NET DENSITY. 5.32 DU/GA
MAX ALLOWABLE DENSITY• - 6 00 DU/GA
INSTRUMENTATION:
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS
WAS 1: 22, 000, IN ACCORDANCE WITH WAC 332-130- 090.
REFERENCES:
R1 SHORT PLAT 67115, RECORDED UNDER AUDITOR'S FILE NO. 7712130605,
RECORDS OF KING COUNTY, WASHINGTON.
R2 RENTON SHORT PLAT LAU14-000916, RECORDED IN BOOK 348 OF SURVEYS,
PAGES 192-194, RECORDS OF KING COUNTY, WASHINGTON.
R3 PETETT MEADOWS, RECORDED IN BOOK 203
OF SURVEYS, PAGE 38-40, RECORDS OF
KING COUNTY, WASHINGTON.
SHEET INDEX:
PARKING REQUIRED: - 6 SPACES (2 SPACES PER LOT)
LEGAL DESCRIPTION:
TRACT 1, KING COUNTY SHORT PLAT NO 677115, RECORDED UNDER RECORDING
NUMBER 7712130605, RECORDS OF KING COUNTY, WASHINGTON,
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
PROPERTY CORNER COORDINATES: VERTICAL DATUM:
NORTHEAST CORNER
NORTHING: 188814.487
EASTING: 1311371.256
SOUTHEAST CORNER
NORTHING: 188734.493
EASTING: 1311369.885
TITLE
SHEET
COVER SHEET I SITE PLAN
I OF 10
BOUNDARY/ TOPOGRAPHIC SURVEY
2 OF 10
TESC PLAN
3 OF 10
TESC DETAILS
4 OF 10
GRADING / UTILITY/ DRAINAGE PLAN & PROFILE
5 OF 10
CONSTRUCTION DETAILS & NOTES
6 OF 10
CONSTRUCTION DETAILS
7 OF 10
CONSTRUCTION DETAILS
8 OF 10
CONSTRUCTION DETAILS
9 OF 10
SPU PIPE SUPPORT PLAN
10 OF 10
NEM
61101191
NEM
NEM
617119
NEM
SURVEYED:
SDM
SCALE:
It) = 20'
NEM
3127119
NEM
DESIGNED.,
NEM
NEM
J16119
NEM
NEM
f2119118
NEM
DRAWN. LFM
ONE INCH
NEM
9121118
NEM
CHECKED.
NEM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED: CJA
VERTICAL: NAVD 1988
HORIZONTAL: NAD 198311991
DATU M
Cl TY OF
12`P] RENTON
•
Planning/Building/Public Works Dept.
NA VD 88
BENCHMARK:
CITY OF RENTON VERTICAL MONUMENT 0159
ELEVATION=415.95 FEET
CITY OF RENTON VERTICAL MONUMENT 1891
ELEVATION=454.09 FEET
BASIS OF BEARING:
N01'56'05"E, LINE BETWEEN CITY OF RENTON MONUMENT 1838 AND CITY OF
RENTON MONUMENT 1891
CN
n
00
R- 401501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
EdchrTisten
WATER UTILITY ESURFACE WATER UTILITY � �
04/09/2019 ah 04/12/2019
Ecthomas
ONAL FIRE AUTHORITY 46 oti WATER UTILITY . _
APPROVED `gip o= "� (�
1,11 agafour 08/09/2019
04/09/2019 .Ea�`�
DATE:
HUYNH SHORT PLAT 8105119
L UA 17— 0 0 0 85 5 nELDBOOK., N/A
PAGE: NIA
DRAWING NO:
COVER SHEET / SITE PLAN 17597
SHEET: 1 OR 10