HomeMy WebLinkAboutR-4006010
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LEGAL DESCRIPTION:
PARCEL A:
LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15,
RECORDS OF KING COUNTY, WASHINGTON.
PARCEL B:
LOT 12, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15,
RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SUR VEYOR'S NO TES.-
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY
SUBDIVISION GUARANTEE NUMBER 70063129 DATED DECEMBER 6, 2016. 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 CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG
CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE
TITLES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE
Ir MA PS ACCURACY AND COMPLETENESS TO THAT EXTENT.
W 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, ALL
z SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016.
J. PROPERTY AREA:
O LOT 11, 40,529i SQUARE FEET (0.9304± ACRES).
U LOT 12, 39,181f SQUARE FEET (0.8995f ACRES).
TOTAL PROPERTY AREA = 79,710t SQUARE FEET (1.8299i ACRES).
z 4. ALL DISTANCES ARE IN FEET.
z
Q 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE 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
I- THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND
W EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS.
m 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 LOCATIONS SHOWN HEREON MAY
HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF PUBLIC RECORDS.
TITLE RESTRICTIONS.-
1. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER THE PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH
r AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID
PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A
RE—RECORDING OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222.
2. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS,
EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, TO
THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF AKER'S FARMS NO.
6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311.
I J. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER
DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701.
I 4. THIS SITE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND
THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
8710090471.
5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER
DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699.
6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NO. 8604020324.
REFERENCES.-
1. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY
WASHING TON.
2. RECORD OF SURVEY RECORDED UNDER RECORDING NO.
20010731900002,
RECORDS OF KING COUNTY,
WA.
3. RECORD OF SURVEY RECORDED UNDER RECORDING NO.
20040629900014,
RECORDS OF KING COUNTY,
WA.
4. RECORD OF SURVEY RECORDED UNDER RECORDING NO.
20080204900003,
RECORDS OF KING COUNTY,
WA.
5. RECORD OF SURVEY RECORDED UNDER RECORDING NO.
20120215900003,
RECORDS OF KING COUNTY,
WA.
VER TI CAL DA TUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 118" COPPER PIN, DOWN 1.2' IN
MONUMENT CASE. INTERSECTION OF 116 TH AVE SE AND SE 168TH ST.
ELEVATION = 459.078 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED
"KING COUNTY SURVEY"
ELEVATION = 466.086 FEET.
BASIS OF BEARINGS:
N01'47'08'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, SIR 29-23-05, COR PT
NOS. 1863 AND 1640.
GENERAL NO TES.-
1. ALL EXISTING STRUCTURES TO BE REMOVED.
2. A DEMOLITION PERMIT SHALL BE OBTAINED FOR ALL EXISTING STRUCTURES AND ALL REQUIRED INSPECTIONS
COMPLETED PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMIT.
J. LOTS 6 AND 7 SHALL ACCESS FROM A JOINT USE DRIVEWAY. NO ADDITIONAL CURB CUTS SHALL BE PERMITTED ON
ROAD A.
LIST OF TRACTS:
TRACT 'A" STORM DRAINAGE
TRACT 'B" SHARED DRIVEWAY
TRACT "C" SENSITIVE AREA
FIRE SPRINKLER NOTE
MAX AVAILABLE FIRE FLOW = 1,000 GPM. ALL DWELLINGS EXCEEDING 3,600 SO —FT (INCLUDING GARAGE AND
BASEMENT) WILL REQUIRE FIRE SPRINKLER SYSTEMS APPROVED BY THE CITY OF RENTON.
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,IVIT,ND,OR,WA)
C�/GJ/GC/G/
D DS
,
NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
BETHANYCORAfER
PROJECT DESCRIPTION:
ADDRESS OF THE PROPERTY .......... 16433 & 16451 111 TH AVENUE SE, RENTON, WA
PARCEL NUMBER..............................008800-0560
& —0570
EXISTING ZONING:.............................R-8
COMP PLAN LAND USE ...................RESIDENTIAL
MEDIUM DENSITY
PROPOSED DWELLING UNITS ............
9
GROSS ACREAGE .............................
1.830 ACRES (79,710 S.F.)
R. 0. W. DEDICA TION..........................
0.343 ACRES (14,939 S.F.)
NET ACREAGE .................................
1.487 ACRES (64,771 S.F.)
MAXIMUM IMPERVIOUS
SURFACE AREA ALLOWED
BY ZONING :.....................................
659
TOTAL PROJECT AREA: ...................
1.985 ACRES (86,450 S.F.)
(INCLUDES 6,740 S.F. OF
DISTURBED FRONTAGE)
DISTURBED PROJECT AREA:...........
1.942 ACRES (84,597 S.F.)
REPLACED IMPERVIOUS
SURFACE AREA: ..............................0
ACRES (0 S.F.)
TOTAL NEW AND REPLACED
IMPERVIOUS SURFACE AREA:.........
1.148 ACRES (49,994 S.F.) (59%)
PERMITTED NET DENSITY ................
8.00 DU/ACRE
PROPOSED NET DENSITY..................6.00
DU/ACRE
CRITICAL AREA BUFFER AREA:........
0.009 ACRES (409 S.F.)
WORK WITHIN EXISTING R.O.W.:........
0.155 ACRES (6,740 S.F.)
PROPOSED USE ...............................
SINGLE FAMILY DETACHED HOUSING
SEWER AND WATER DISTRICT .......... SOOS CREEK WATER & SEWER DISTRICT
SCHOOL DISTRICT. .............................
RENTON j403
FIRE DISTRICT...................................CITY
OF RENTON
TELEPHONE SERVICE.........................CENTURY
LINK
POWER SOURCE................................PUGET
SOUND ENERGY
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 71h AVENUE KIRKLAND, WA 98033
0 425 827 3063 F 425 827 2423
NPDES (WAR) PERMIT NUMBERS.•
XXXXXXXX
L 0 T AREA TABLE
LOT NO.
AREA
1
7,119
2
5,948
3
5,948
4
5,948
5
6,734
6
6,447
7
5,889
8
6,148
9
6,148
SHEET INDEX
S PUGET DR
SE 21ST ST
�IE
160TH ST
m
SE 162ND ST
Z
PROJECT S1 TE
o
SE 164TH ST
0
L
168TH ST
NW
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N
SE 172ND ST
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�P
SE 173RD ST
__
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SE 172N S
06
� 0 0c=
S 36TH Pl.
o SE >747X S
Z
y
o
SE PETROVITSKY RD
8TH CT. k
N
e
W
y
C1
1
OF
19
COVER SHEET
C2
2
OF
19
TOPOGRAPHY MAP
C3
3
OF
19
TOPOGRAPHY MAP
C4
4
OF
19
HORIZONTAL AND VERTICAL CONTROL PLAN
C5
5
OF
19
TREE RETENTION PLAN
C6
6
OF
19
CLEARING AND TESC PLAN
C7
7
OF
19
TESC NOTES AND DETAILS
C8
8
OF
19
ROAD AND GRADING PLAN
C9
9
OF
19
ROAD AND MAILBOX DETAILS
C10
10
OF
19
ROAD AND STREET SIGN DETAILS
C11
14
OF
19
ROAD CROSS SECTIONS
C12
12
OF
19
STORM DRAINAGE PLAN
C13
13
OF
19
ROAD AND STORM PLAN AND PROFILE SE 165TH ST
C14
14
OF
19
ROAD AND STORM PLAN AND PROFILE 111TH AVE SE
C15
15
OF
19
STORM PLAN AND PROFILE SOUTH INTERCEPTOR TRENCH
C16
16
OF
19
STORM SCUPPER INLET DETAIL
C17
17
OF
19
VAULT DETAILS
C18
18
OF
19
STORM DRAINAGE DETAILS
C19
19
OF
19
COMPOSITE UTILITY PLAN
L 1
1
OF
2
LANDSCAPE PLAN
L2
2
OF
2
LANDSCAPE PLAN
IL
1
OF
3
ILLUMINATION PLAN
IL2
2
OF
3
ILLUMINATION DETAILS
IL3
3
OF
3
ILLUMINATION DETAILS
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
NOTE FOR CER TIRCA TION
OF SUR VEY INFORMA TION
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A FIELD SURVEY BY D.R. STRONG
CONSUL TING ENGINEERS.
7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE:
SPF VERTICAL: NAVD 83 1
8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 19ss,
9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 JSM
10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN:
CWA ONE INCH DATUM
11 RECORD DRAWINGS JSM 6.25.21 CHECKED:JSM
AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: ' SCALE ACCORDINGLY
1Y11'IA!
/¢ OV S,R
OF WA`S.ti ,
.'�', M o
o P 50708
\��GISTE¢_
IO�TAL LAI`1D
C TY OF
=� RENTON
Planning/Building/Public Works Dept.
VICINITY MAP
1 "=1, 500'
PROJECT CONTACTS:
APPLICANT/PROPERTY OWNER.......... BONA FIDE PROPERTIES 2, LLC
..........................................................3024 90TH PL SE
.......................................................... MERCER ISLAND, WASHINGTON 98040
.......................................................... (650) 888-5101
.......................................................... CONTACT DIANNE DOUGHERTY
CIVIL ENGINEER/SURVEYOR...............
D.R. STRONG CONSULTING ENGINEERS, INC.
..........................................................
620 — 7th AVENUE
..........................................................
KIRKLAND, WASHINGTON 98033
..........................................................
(425) 827-3063
..........................................................
CONTACT: JONA THAN S. MURRAY, P.E.
..........................................................
JONA THAN. MURRA Y@DRSTRONG. COM
..........................................................
CONTACT: JAMES G. REICHHOFF, P.L.S.
..........................................................
JAMES. REICHOFF@DRSTRONG. COM
WETLAND BIOLOGIST ..........................
MARK RIGOS, P.E.
..........................................................
440 SE DARST STREET
..........................................................
ISSAQUAH, WASHINGTON 98027
..........................................................
(425) 652-6013
..........................................................
MARKRIGOS@HOTMAIL.COM
GEOTECHNICAL ENGINEER ..................
ASSOCIATED EARTH SCIENCES, INC.
..........................................................
911 5 TH AVENUE, SUITE 100
..........................................................
KIRKLAND, WASHINGTON 98033
..........................................................
(425) 827— 7701
..........................................................
CONTACT MATTHEW A. MILLER, P.E.
..........................................................
MMILLER@AESGEO.COM
LANDSCAPE ARCHITECT .................... VARLEY VARLEY VARLEY
.......................................................... 12743 NE 170TH LANE
.......................................................... WOODINVILLE, WASHINGTON 98072
.......................................................... (425) 466-9430
.......................................................... CONTACT JEFF VARLEY
.......................................................... VARLEY—JEFF@HOTMAIL.COM
TRAFFIC ENGINEER ............................. TRAFFEX
.......................................................... 11410 NE 124TH STREET, SUITE 590
.......................................................... KIRKLAND, WASHINGTON 98034
.......................................................... (425) 522-4118
....................................................... CONTACT LARRY HOBBS, P.E.
....................................................... LARRY@NWTRAFFEX.COM
C. E. S. C. L............................................ TBD
....................................................... XXXXXXX
....................................................... XXXXXXX
....................................................... XXXXXXX
....................................................... XXXXXXX
....................................................... XXXXXXX
AS -BUILT
NO AS —BUILT INFORMATION ON THIS SHEET.
"I CERTIFY THAT THE INFORMAT70N SHOWN HEREON WHICH WAS
AS—BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS,
DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS
EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERWS10N ON THIS DATE 051181202 1. "
R-400601
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE: U
BETHANY CORNER 11.29.16 >-
FI ELDBOOK: z
PAGE:
COVER SHEET
DRAWING N0: T
16433 & 16451 111 TH AVENUE SE C1
RENTON, WASHINGTON 98056 SHEET: I OF: 19 W
1 m
DRS PROJECT NO. 16062