HomeMy WebLinkAboutR-417601cfl
T
i
p
�i
W
LEGEND:
®
O
P.C.
FOUND MONUMENT AS NOTED
FOUND CORNER MONUMENT AS NOTED
PROPERTY LINE
PROPERTY CORNER
ROAD SIGNAGE
POWER JUNCTION BOX, SIZE VARIES
CABLE JUNCTION BOX, SIZE VARIES
TELEPHONE JUNCTION BOX, SIZE VARIES
LIGHT POLE WITH ARM
WATER METER
WA TER VALVE
FIRE HYDRANT
STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
CJ
G
O
TELEPHONE MANHOLE
Q
LL
WDF
WOOD FENCE
i
CLF
CHAINLINK FENCE
J
0.DECIDUOUS
TREE
EVERGREEN TREE
O
z
_
SANITARY SEWER LINE
Q
STORM LINE
0
UNDERGROUND POWER
U)
Q
UNDERGROUND WA TER
m
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
EDGE OF PA VEMEN T
FENCE
CONCRETE
SHEET INDEX
CIVIL PLANS
C1 1
OF
20
COVER SHEET
C2 2
OF
20
TOPOGRAPHY MAP
C3 3
OF
20
TESC PLAN
C4 4
OF
20
TESC DETAILS AND NOTES
C5 5
OF
20
UTILITY, ROAD, AND GRADING PLAN
C6 6
OF
20
WELLS AVENUE PLAN AND PROFILE
C7 7
OF
20
PROPOSED STORM LINE PLAN AND PROFILE
C8 8
OF
20
STANDARD ROAD DETAILS AND NOTES
C9 9
OF
20
STANDARD STORMWA TER DETAILS AND NOTES
C10 10
OF
20
STANDARD STORMWA TER DETAILS AND NOTES
C11 11
OF
20
STANDARD WATER DETAILS AND NOTES
C12 12
OF
20
STANDARD WATER DETAILS AND NOTES
C13 13
OF
20
STANDARD WATER DETAILS AND NOTES
C11 14
OF
20
STANDARD WATER DETAILS AND NOTES
C12 15
OF
20
STANDARD WATER DETAILS AND NOTES
LANDSCAPE PLANS
L — 1 16
OF
20
TREE RETENTION PLAN
L-2 17
OF
20
LANDSCAPE PLAN
L-3 18
OF
20
LANDSCAPE NOTES AND DETAILS
L-4 19
OF
20
IRRIGATION PLAN
L-5 20
OF
20
IRRIGATION NOTES AND DETAILS
SURVEYOR'S NOTES
PROJECT DESCRIPTION:
ADDRESS OF THE PROPERTY.....
117 WELLS AVE S, RENTON, WA 98057
PARCEL NUMBER.........................000720-0168
EXISTING ZONING .........................
CD
PROPOSED DWELLING UNITS.......6
ACREAGE:....................................0.139
ACRES (6,005 S.F.) GROSS
R. 0. W. AREA: ...............................
0.003 ACRES (138 S.F)
PERMITTED MAX. DENSI TY...........100
DU/ACRE
PROPOSED DENSITY ....................
43 DU/ACRE
WORK WITHIN EXISTING R. 0. W.:...
0.057 ACRES (2,483 S.F.)
(INCLUDES SAWCUT/TRENCHING AREA FOR WATER MAIN EXTENSION)
CRITICAL AREA: ............................
0.00 ACRES (0 S.F.)
PROPOSED USE ...........................
SINGLE FAMILY APARTMENTS
SEWER DISTRICT .......................... CITY OF RENTON
WATER DISTRICT ..........................
CITY OF RENTON
SCHOOL DISTRICT .......................
RENTON #405
FIRE DISTRICT .............................
RENTON REGIONAL FIRE AUTHORITY
TELEPHONE SERVICE ....................
CENTURY LINK
POWER SOURCE ..........................
PUGET SOUND ENERGY
PROJECT CONTACTS:
OWNER/APPLICANT............................BCONNECT,
LLC
..........................................................13985
NE 3RD STREET
..........................................................
BELLEVUE, WASHINGTON 98005
..........................................................
(425) 442-4850
..........................................................
CONTACT. AJAY SIKKA
..........................................................
AJAYS@LIVECOM
CIVIL ENGINEER/SURVEYOR...............
D.R. STRONG CONSULTING ENGINEERS, INC.
..........................................................620
— 7th AVENUE
..........................................................
KIRKLAND, WASHINGTON 98033
..........................................................
(425) 827-3063
..........................................................
CONTACT.- YOSHIO L. P/EDISCALZI, P.E.
..........................................................
YOSHIO.PIEDISCALZI@ORSTRONG.COM
..........................................................
CONTACT.- DALE A. SMITH, P.L.S.
..........................................................
DALE. SMI TH@DRSTRONG. COM
GEOTECHNICAL ENGINEER ..................
ASSOCIATED EARTH SCIENCES, INC
..........................................................
911 5 TH A VENUE
..........................................................KIRKLAND,
WA 98033
..........................................................
(425) 827— 7701
..........................................................
CONTACT: MATTHEW A. MILLER, P.E.
AREA TABLE.•
TOTAL GROSS SITE AREA: ............ 0.138 ACRES (6,005 S.F.)
DISTURBED SITE AREA: ................
0.154 ACRES (6,695 S.F.)
NEW IMPERVIOUS AREA: ..............
0.118 ACRES (5,157 S.F.)
REPLACED IMPERVIOUS AREA: .....
0.010 ACRES (636 S.F.)
BUILDING COVERAGE
ALLOWED BY ZONING....................N/A
IMPERVIOUS AREA
ALLOWED BY ZONING....................N/A
BASIS OF BEARINGS:
N39 07'52 E BETWEEN MONUMENTS FOUND IN
PLACE IN THE SW QTR, NW QTR, SIR 17-23-5;
COR PT NO. 205 AND COR PT NO. 1887
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE
NO. 4209-3232651 DATED APRIL 22, 2019. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO
INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED
PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST TITLE INSURANCE COMPANY COMMITMENT. D.R.
STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO
PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO
THA T EXTENT
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 14, 2020. ALL SURVEY CONTROL INDICATED AS
"FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019, AND JULY 2020
3. PROPERTY AREA = 6,005f SQUARE FEET (0.1379f ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A TRIMBLE ONE SECOND COMBINED ELECTRONIC TOTAL
STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS
BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC
332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S
SPECIFICA TIONS.
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT
GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS
ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME
UNDERGROUND LOCA TIONS SHOWN HEREON MA Y HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TING ENGINEERS INC.
ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS.
7 CONTOUR INTERVAL = 1 FOOT. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL TERRAIN MODEL DERIVED FROM DIRECT FIELD
OBSERVATIONS OBTAINED DURING THE COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL MAP
ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE WITHIN ONE-HALF THE CONTOUR INTERVAL).
8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN ENGINEERING DESIGN.
HORIZON TA DA TUM: GENERAL NO TES:
NAD 1983191, PER CITY OF RENTON HORIZONTAL CONTROL 1. ALL EXISTING STRUCTURES TO BE REMOVED.
VER T/CAL DA TUM:
NAVD 88, PER CITY OF RENTON VERTICAL CONTROL
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
m
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSANO AfUL TI=FA MIL Y
I II
I II
II i.
FOUND 2" IRON PIPE WITH BIG _ II
NAIL, 0.1'W. X 0.1'S OF P.C.
I I
BLDG #115 ° II
I I
W
\ I
N8874 50 W 120.09'
------------- - — I
--------------
a
a I
o
SSMH =
RIM=41.26 0
CL CHANNEL=34.21
1
CITY COMMENTS O4.16.21
YLP
2
CITY COMMENTS 7.3.24
YLP
3
CITY COMMENTS 9.10.24
YLP
N0.
REVISION
m
• II I I �
I I �
I I '
I I ,
I I !I I
I I
I I
I I
I I
I I I
I
I I
I I
I I
I I
I I
I I
I I °
I I
I I
I i i a
I I
I I
I I
I I
I I
I I
I I
I t
I I
I I
I II
0.
I
I
5.24.24
YLP
SURVEYED:
arc
3.23.24
YLP
DESIGNED:
YLP
D.19.24
YLP
DRAWN:
GLB
CHECKED:
YLP
DATE
APPR
APPROVE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NA
SDMH
RIM
8"COI`
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
N
3RD
T
z
j
WLz
Q
Q
C,F
O
O
L
�
O
W
ROJECT
`s
N
2ND ST
S/ TE
SE
2N
S T
Q
SE 3RP S T
VICINITY MAP
1 "= 500'
TITLE RESTRICTIONS:
405
1. THIS SITE IS SUBJECT TO DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, ETC. PER THE PLAT OF TOWN OF RENTON, RECORDED IN
VOLUME 1 OF PLATS, PAGE 135.
2. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, ETC. PER INSTRUMENT RECORDED UNDER RECORDING NO. 1872332.
3• RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION OF SAID PREMISES, IF ANY, LYING IN THE BED OR FORMER BED OF CEDAR
RIVER, IF IT IS NAVIGABLE.
4, ANY PROHIBITION OR LIMITATION ON THE USE, OCCUPANCY OR IMPROVEMENTS OF THE LAND RESULTING FROM THE RIGHT OF THE PUBLIC OR
RIPARIAN OWNERS TO USE ANY WATERS WHICH MAY COVER THE LAND OR TO USE ANY PORTION OF THE LAND WHICH IS NOW OR MAY
FORMERL Y HA VE BEEN COVERED BY WA TER.
REFERENCES:
1. PLAT OF TOWN OF RENTON RECORDED IN VOLUME 1 OF PLATS PAGE 135, RECORDS OF KING COUNTY, WA.
2. SURVEY RECORDED UNDER RECORDING NO. 20080423000952, RECORDS OF KING COUNTY, WA.
J. SURVEY RECORDED UNDER RECORDING NO. 8406059024, RECORDS OF KING COUNTY, WA.
4. SURVEY RECORDED UNDER RECORDING NO. 19910430911, RECORDS OF KING COUNTY, WA.
5. SURVEY RECORDED UNDER RECORDING NO. 9811189003, RECORDS OF KING COUNTY, WA.
6. SURVEY RECORDED UNDER RECORDING NO. 20040922900010, RECORDS OF KING COUNTY, WA.
7. SURVEY RECORDED UNDER RECORDING NO. 20110505900004, RECORDS OF KING COUNTY, WA.
LEGAL DESCRIPTION:
LOT 15, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY
WASHINGTON, TOGETHER WITH ALL THAT PART OF THE TOBIN DONATION LAND CLAIM LYING BETWEEN THE EXTENDED EAST LINE OF SAID
BLOCK 23, AND THE EXTENDED WEST LINE OF SAID LOT 15, AND BETWEEN THE EXTENDED SOUTH LINE OF SAID LOT 15, AND THE
EXTENDED NORTH LINE OF LOT 4 OF SAID BLOCK 23.
ALSO KNOWN AS CITY OF RENTON DECLARATION OF LOT COMBINATION NO. LUA24-000124-LC, RECORDED UNDER KING COUNTY
RECORDING NO. 20240709000231.
BENCHMARKS.-
1. CITY OF RENTON VERTICAL CONTROL POINT NO. 1939. FOUND CONCRETE MONUMENT WITH TACK/LEAD, IN MONUMENT CASE, INTERSECTION OF
WILLIAMS AVE S. AND S. RIVERIDE DR.
COR PT NO. 1939
ELEVATION = 37345 FEET.
2. SI TE BENCHMARK, FOUND 2" IRON PIPE WI TH BIG NAIL, 0.1 'W. X 0.1 'S OF NE PROPERTY CORNER.
ELEVATION = 39.95 FEET.
3• SITE BENCHMARK, FOUND 112" REBAR WITH YELLOW PLASTIC CAP STAMPED "HSA PLS 29282" AT NW PROPERTY CORNER.
ELEVATION = 39.68 FEET.
NORTH
GRAPHIC SCALE
0 10, 20' 40'
1 INCH = 20 FT.
C TY OF
RENTON
Planning/Building/Public Works Dept.
p
N
U
�ru`1I
H
H
E
ONAL FIRE AUTHORITYAPPROVEDthomas 10/17/2024 q(„qE PJt
CURRENT PLANNING
J
R-417601 JDing 10/08/2024 '• —
12
LL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
J
DEVELOPMENT ENGINEERING Surface Water Enginering
Michael Sippo 10/07/2024 JFarah 10/07/2024 %Ar*.
110
E�:TER UTILITY WASTEWATER UTILITY z
GAFOUR 10/07/2024 � a
jstowe11 10/08/2024 U)
DATE: U
BASSANO MULTI -FAMILY 11.20.20 m
COVER SHEET FIELD
PAGE:
117 WELLS AVENUE S C 1
RENTON, WASHINGTON 98057 SHEET: 1 OF: 20
DRS PROJECT NO. 20070