HomeMy WebLinkAboutR-400602NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
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BETHANYCORNER
SEE SHEET C3 LEGEND:
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VOL. 42, PG. 15 I
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ENCE CORNER IS 0 2'S. OF R
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SEE SHEET C3
SE 168TH ST
1646.62'
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FOUND SECTION MONUMENT
AS NOTED
FOUND MONUMENT AS NOTED
ROAD SIGNAGE
MAIL BOX
POWER METER
POWER POLE
JUNCTION BOX, SIZE VARIES
LIGHT POLE NO ARM
GUY WIRE
WATER METER
WA TER VAL VE
FIRE HYDRANT
TYPE 1 CATCH BASIN
STORM DRAIN MANHOLE
SANITARY MANHOLE
ROCKERY
CITY OF RENTON
VERTICAL BOARD FENCE
HORIZONTAL BOARD FENCE
DECIDUOUS TREE
EVERGREEN TREE
SANITARY SEWER LINE
STORM LINE
OVERHEAD POWER
UNDERGROUND POWER
UNDERGROUND WA TER
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
EDGE OF PAVEMENT
FENCE
GRA VEL
CONCRETE
FOUND CONCRETE MONUMENT
WITH PUNCHED 3" BRASS DISK
STAMPED 'KING COUNTY
SURVEY", DOWN 1.1' 1N
MONUMENT CASE.
COR PT NO, 1640 20 21
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LEGAL DESCRIPTION: I N
LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, N
PAGE 15, RECORDS OF KING COUNTY, WASHINGTON; I�
SITUATE IN THE COUNTY OF KING, STATE OF WASHING TON. C)
LOT 12, BLOCK 7, AKER'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, C)
RECORDS OF KING COUNTY WASHINGTON.
T
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SURVEYOR'S NOTES
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 MAPS ACCURACY AND COMPLETENESS TO
THA T EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL
SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016.
J. PROPERTY AREA:
LOT 11, 40,529t SQUARE FEET (0.9304i ACRES).
LOT 12, 39,181E SQUARE FEET (0.8995f ACRES).
TOTAL PROPERTY AREA = 79,710t SQUARE FEET (1.8299i ACRES).
4. ALL DISTANCES ARE IN FEET.
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 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 SPECIFICATIONS.
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 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.
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.
4. THIS S1TE 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 WASHINGTON.
2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA.
J. 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.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN
MONUMENT CASE. INTERSECTION OF 116TH 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.
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
VERTICAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL.
BASIS OF BEARINGS.•
N01 '47'O8 E BETWEEN MONUMENTS FOUND IN PLACE ALONG
THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT
NOS. 1863 AND 1640.
7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: 1988
D.R. STRONG SPF VERTICAL: NAVD 83/1
8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 AS NOTED HORIZONTAL: NAD , sas/, ss,
CONSULTING ENGINEERS DESIGNED:
9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21
ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN:
CWA ONE INCH DATUM
620 - 7th AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE
O 425.827.3063 F 425 827 2423 JSM IF NOT ONE INCH
N 0. REVISION BY I DATE AP P R APPROVED: ' SCALE ACCORDINGLY
111 IA!
C TY OF
=� RENTON
Planning/Building/Public Works Dept.
AS -BUILT
NO AS —BUILT INFORMATION ON THIS SHEET.
"I CER71FY THAT THE INFORMA770N 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 SUPERVISION ON 77-IIS DA7E- 051181202 1. "
R-400602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
BETHANY CORNER 11.29.16 >-
FIELDBOOK: z
TOPOGRAPHY MAP PAGE: a
DRAWING N0:
16433 & 16451 111 TH AVENUE SE C2
RENTON, WASHINGTON 98056 SHEET: 2 oP: 19 LU
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DRS PROJECT NO. 16062