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SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
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(APPROXIMA TED FROM �, o EGIN EXTRUDED
AERIAL PHOTO, NOT 0i ONCRETE CURB
SURVEYED), TYP -- STA 18+29.38, 8. 1' RT
BEGIN ROADWA Y
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TRANSITION/TAPER.
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n SITE PLAN
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7°59'46"W 114 -* Eo E
2 DEDICATION PLAN
SCALE- 1 "=30'
PROJECT TEAM;
OWNER:
HOl-FLING SHUM
17723 110TH PL. SE
RENTON, WA 98055
PH.-
EMAIL: SHARON. ZHANG29@YAHOO. COY
PROJECT COORDINA TOR. -
DWI DESIGN
DA WD WI
14632 14 TH AVE SE
MILL CREEK, WA 98012
PH.- (425)512-1780
EMAIL: DWUDESIGNOGUAIL. COM
PROJECT ENGINEER.•
PA TRICK HARRON & ASSOCIA TES, LLC
SCHWIN CHAOSILAPAKUL, PE
14900 INTERURBAN AVENUES, STE 1279
SEA TTLE, WA 98168
PH.- (206)674-4659
EMAIL: SCHWWOPA TRICKHARRON. COY
PROJECT SURVEYOR.•
DA WD EVANS AND ASSOC. INC.
VANCE V. BLUE
20300 WOODINVILLE SNOHOMISH RD NE
WOODINVILLE, WA 98072
PH.- (425)415-2023
EMAIL: VANCE. BL UEODEAINC. COM
PROJECT GE07ECHNICAL:
GARY A. FLOWERS, PLLC
GEOLOGICAL & GE07ECHNICAL CONSULTING
5205 23RD A VE W
EVERETT, WA 98203
PH.- (206)819-4304
EMAIL: GFLOWERS01000UCAST.NET
PROJECT ARBORIST.•
ARBOR INFO LLC
TOM HANSON
2406 N CASTLE WAY
BRIER, WA 98036
PH.- (206)300-9711
EMAIL: TOM. HANSONOARBORINFO. COY
PROJECT LANDSCAPE ARCHITECT•
GLENN TAKAGI
18550 FIRLANDS WAY N
SHORELINE, WA 98133
PH.- (206)542-6100
EMAIL: GLENCO10290EAR THLINK. NET
PROJECT INFORMATION;
DEVELOPMENT DA TA:
PROJECT NAME
SHUM PRELIMINARY SHORT PLA T
PROPERTY ADDRESS
1157 QUEEN AVE NE
RENTON, WA 98056
PARCEL NUMBER
1065700100
ZONED
R-8
PROPERTY AREA
17,174 SF (0.39 AC)
RIGHT-OF-WAY DEDICA TION
2,615 SF (0.06 AC)
PROPERTY AREA (POST DEDICATION)
14,560 SF (0.33 AC)
BUILDING SETBACKS. -
FRONT YARD
20 FT
SIDE YARD
5 FT
REAR YARD
20 FT
MINIMUM LOT SIZE
5, 000 SF
LOT COVERAGE (BLDG)
507. (MAX)
DENSITY CAL CULA TION.-
14,559SF LOT / 43,560 = 0.334 * 8 (LOTS ALLOWED PER ACRE) = 2.67
= 2 LOT SHORT PLAT PROPOSED.
!9f1/11111461
WA TER.- CITY OF RENTON
SEWER: CITY OF RENTON
FIRE.- RENTON REGIONAL FIRE AUTHORITY
LEGAL DESCRIPTION;
PARCEL A OF KING COUNTY BOUNDARY LINE ADJUSTMENT, RECORDED UNDER RECORDING
NO. 9802099012, RECORDS OF KING COUNTY, WASHINGTON.
DATUM;
SCALE- 1 "=20'
VERTICAL DATUM.- NA VD88
®
SITE CALLOUTS;
SITE NOTES;
SITE BENCHMARKS--
1.
PROPERTY BOUNDARY, TYP.
1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE TRENCH
TBMI: TOP OF REBAR AND CAP, SET IN ASPH DRIVE, 46' (f) SW OF SW CORNER OF
2.
FUTURE BUILDING FOOTPRINT AND DRI VEWA Y, TYP (FOR REFERENCE ONL Y).
RESTORA TION AND STREET 0VERLA Y REQUIREMENTS.
SUBJECT PROPERTY ON SITE AS SHOWN. ELEVA TION = 434.36'.
J.
EXISTING TREES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED, T1P (SEE
2 A SEPARATE FRANCHISE PERMIT IS REQUIRED FOR POWER AND TELECOM PROVIDERS
SHEET CSP2.0 AND L3 FOR LIMITS OF DISTURBANCE AND TREE PROTECTION).
TO RELOCATE FACILITIES. FRANCHISE PERMIT MAY BE OBTAINED POST CIVIL
T9M2.- TOP OF REBAR AND CAP, SET IN MIDDLE OF SUBJECT PROPERTY AS SHOWN.
4.
INSTALL CEMENT CONCRETE TRAFFIC CURB & GUTTER, PER CITY OF RENTON STD.
PERMIT ISSUANCE.
ELEVA770 = 430.64'.
PLAN NO. 101, 101.1 AND 103, TYP (SEE DETAILS 1, 2 AND 4, SHEET C1.1).
5.
INSTALL EXTRUDED CONCRETE CURB, PER CITY OF RENTON STD. PLAN NO. 101, TYP
® STORM CA L L O UTS;
EARTHWORK Q DA NT/T/ ES;
(SEE DETAIL 1, SHEET C1.1).
6.
INSTALL 5' CONCRETE SIDEWALK, PER CITY OF RENTON STD. PLAN NO. 102 (SEE
1. PROPOSED STORM DRAINAGE SYSTEM, TYP (SEE SHEET C3.0 FOR DRAINAGE PLAN).
CUT 260 CY
DETAIL 3, SHEET C1.1).
5. 0' (MIN) FROM LOT PROPERTY LINE.
FILL 730 CY
7.
INSTALL 12. 0' WIDE CONCRETE DRIVEWAY, PER CITY OF RENTON STD. PLAN NO.
TOTAL VOLUME- 990 CY
104.3 (SEE DETAIL 5, SHEET C1.1).
®_UTI L I TY CA L L OUTS;
NET VOLUME (FILL): 470 CY
8.
INSTALL ASPHALT ROADWAY, PER CITY OF RENTON STD. PLAN NO. 110 AND 110.1,THESE
TYP (SEE DETAIL 6 AND 7, SHEET C1.1).
1. PROPOSED DOMESTIC WA TER SYSTEM, TYP (SEE SHEET C4. 0 FOR WA TER PLAN).
QUANTITIES ARE FOR THE ESTABLISHMENT OF A CLEARING AND GRADING PERMIT
9.
INSTALL 25 LF CHANNELIZATION MARKING PER WSDOT STD. PLAN NO. M-20.10-04.
2. PROPOSED SANITARY SEWER SYSTEM, TYP (SEE SHEET C4.0 FOR SEWER PLAN).
ONLY AND SHALL NOT BE CONSIDERED TO INDICA TE A BALANCED SITE OR ACTUAL CUT
AND FILL QUANTITIES REQUIRED BY THE CONTRACTOR. THE ABOVE GRADING VOLUMES
10.
INSTALL STREET TREE, TYP (SEE PLANTING DETAIL, SHEET L2).
J. EXISTING FIRE HYDRANT - FUTURE STRUCTURES WILL BE WITHIN 300' (MAX.
ARE FROM NEAT -LINE EXISTING GRADE TO FINISHED GRADE CALCULATIONS AND MAKE
11.
INSTALL 5' WIDE ASPHALT SIDEWALK TRANSITION TO EXISTING GRADE, TYP.
DISTANCE APPROX. 280' TO FUTURE LOT B STRUCTURE).
NO ALLOWANCE FOR STRIPPING$, GRAVEL, PAVEMENT SECTION MATERIALS, UTILITY
12.
INSTALL NEW UNDERGROUND POWER ALONG PROPERTY FRONTAGE (IN PLANTER
4. PROPOSED FIRE HYDRANT ASSEMBLY (SEE SHEET C4.0). COORDINATE WITH
EXCAVATIONS, AND VOLUMES LOST AND GAINED THROUGH EXPANSION AND COMPACTION
AREA), AS SHOWN. REMOVE AND RELOCATE EXISTING POLE AT NORTH END OF
PROJECT ARBORIST FOR TREE PROTECTION ON HYDRANT INSTALLATION.
OF CUT AND FILL MATERIALS.
PROJECT AREA, TO MAINTAIN EXISTING OVERHEAD POWER. UNDERGROUND NEW
SERVICE SOUTH OF THE PROJECT AREA (TO NEXT POLE SOUTH). PROVIDE GUY
DEDICATIONS III EASEMENTS;
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES FOR
WIRES FOR POLE SUPPORT. ALL ELECTRICAL WORK, BY OTHERSS, SEE SITE NOTE 2.
#
BIDDING PURPOSES AND SHALL NOT HOLD THE ENGINEER OR OWNER RESPONSIBLE FOR
13.
PROPOSED ON -SITE TREE, TYP (SEE LANDSCAPE PLANS).
1. 23.0' - PIERCE AVE NE RIGHT-OF-WAY.
ANY ERRORS IN THEIR BID QUANTITIES RESULTING FROM THE ABOVE APPROXIMATE
2. 3.0' - PIERCE AVE NE RIGHT-OF-WAY.
EARTHWORK QUANTITIES.
G DS//
J. PRI VA TE ACCESS AND UTILITY EASEMENT LOT A IN BENEFIT OF LOT B.
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SURVEYED:
SCALE:
1 "=20'
VERTICAL: NAVD 1988
HORIZONTAL:NAD1983/183/1991
CITY OF
DESIGNED:U
Sc
3 •
�
RENTON
DRAWN:
lIx, ..Is
CC
••.•
ONE
INCH
DATUM
N E
CHECKED:
SIC
AT FULL SCALE
Planning/Building/Public Works Dept.
05/23/23
NO.
REVISION
BY
DATE
APPR
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
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on, WA 98056
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®
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Bethlehem Luiheran Church
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Adventist Church
3
VICINITY
MAP
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Goodyear Auto Sery
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Newcastle Montessori g Q
Childress House m
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SHEET LIST
SHEET #
NAME
DESCRIPTION
1
C1.0
COVER SHEET & SITE PLAN
2
C1.1
SITE DETAILS
3
C2.0
DEMOLITION & TESC PLAN
4
C2.1
TESC DETAILS
5
C3.0
GRADING &STORM DRAINAGE PLAN
6
C3.1
GRADING & STORM DRAINAGE DETAILS
7
C3.2
STORM DRAINGE PROFILE
8
C4.0
UTILITY PLAN
9
C4.1
UTILITY DETAILS
10
L 1
PLANTING PLAN
11
L2
NOTES & DETAILS
12
L3
TREE RETENTION & REPLACEMENT PLAN
AREA INVENTORY;
Proposed Surface Area (Including Frontage)
Description
Area (sf)
Area (ac)
Project Area
24,239
a556
Driveway nsite)
1,095
0.025
Rooftop (50% Coverage)
5,635
0.129
Patio (Max. Coverage)
595
0.014
51dewalk(Frontage)
2,003
0.046
Roadway (Frontage)
3,736
0.086
Curb & Gutter (Frontage)
292
0.007
Driveway Entrance (Frontage)
321
0.007
New + Replaced Hard Surface (Property)
7,325
a 168
New + Replaced Hard Surface (Frontage)
6,352
0.146
PROPERTY AREA INVENTORY;
DESCRIPTION
(SF)
TOTAL PROPERTY (POST DEDICATION)
14560
TRACT A (STORMWA TER)
3291
LOT A
5516
LOT B
5753
REFERENCES;
1. BOUNDARY AND TOPOGRAPHIC SURVEY BY DA WD EVANS
2. PRELIMINARY ARCHITECTURAL PLANS BY DWI DESIGN.
J. ARBORIST REPORT BY ARBOR INFO LLC.
4. GE07ECHNICAL REPORT BY GARY A. FLOWERS.
5. LANDSCAPE PLANS BY GLENN TAKAGI.
R-423401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING SURFACE WATER UTILITY
AWeihs 08/08/2023 I JFarah 08/11 /2023
REGIONAL FIRE AUTHORITY r� ^Tod DEVELOPMENT ENGINEERING °
APPROVEDD:', `�
IL
cthomas 08/04/2023 oy�<FrNEN�� NJanders 08/04/2023
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:___
PAGE:
COVER SHEET & SITE PLAN DRAWING NO: .0
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 1 OF: 12
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