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REVISION
BY
DATE
APPR
APP
PPROVED
IIS
I
�
EXISTING TOPOGRAPHIC AND PLANIMETRIC INFORMATION SHOWN ON THESE PLANS AND USED AS A BASIS OF DESIGN IS
BASED ON FIELD SURVEY DATA AS PREPARED AND PROVIDED BY MEAD GILMAN AND ASSOCIATES
BASIS OF BEARINGS.
HELD NORTH 8871'18° WEST BETWEEN MONUMENT AT NORTHWEST CORNER OF
SECTION 14 & MONUMENT AT NORTH QUARTER CORNER OF SECTION 14
HORIZONTAL DATUM. NAD 83191
VERTICAL DATUM.
NAM 88
ORIGINATING BENCHMARK
CITY OF RENTON POINT #2103
BROKEN BRASS DISK SET IN DRILL HOLE IN CONC.
AT INTERSECTION OF N.E. 47H ST. & 1567H AVE. S.E.
ELEV. = 547.95'
SHEBENCHMARK&
7BM -A
R.R. SPIKE IN N. FACE OF POWER POLE AT EAST PROPERTY LINE OF HOUSE
#15203 & S.E. 132ND ST.
ELEV. = 476.50'
7BM -B
%Z REBAR & RED AXIS CONTROL CAP
ELEV = 498.79'
TBM C
FOUND PUNCHMARK IN 2° BRASS DISC IN CONC MON IN CASE
DOWN 0.35'
ELEV = 468.01'
GPS /CONVERSION NOTES.
PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD
MEASURED U71LIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES
USING LEICA SYSTEM 500 EQUIPMENT. MONUMENT POS177ONS THAT WERE NOT
DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE 77ED INTO THE
CONTROL POINTS U71LIZING LEICA ELECTRONIC TOTAL STATIONS FOR 714E
MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR
EXCEEDS THE STANDARDS SET BY WAC 332 -130 -090.
LEGAL DESCRIPTION
PER A.L.T.A. COMMI7MENT BY CHICAGO 717LE UNDER ORDER #1198333 DATED DECEMBER 14, 2005:
THE WEST 595.72 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER
OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY WASHINGTON;
CITY OF RENTON
(ALSO KNOWN AS PARCEL A, KING COUNTY LOT LINE Approved by: Date:
ADJUSTMENT NUMBER 489033, FJ Ep�U(Jlmom�r
NUMBER 84 082 70 719, IN KING I M Approved by: Date:
NO. U 13002729 Approved by: Date:
CWflW02053c aYGY1991m, uc. An Rifts R—u -ADDroved bv: T)atP-
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1. A.L.T.A. COMMITMENT ORDER NO. 1198333, DATED DECEMBER 14, 2005.
2. LOT LINE ADJUSTMENT PER RECORDING 118408270719, DATED AUGUST 27, 1984.
3. REAL ESTATE CONTRACT PER RECORDING #8872161, DATED APRIL 12, 1965.
4. WATER AS- BUILTS PROVIDED BY KING COUNTY WATER DISTRICT #90.
5. PLAT OF MAPLEWOOD ESTATES, PHASE 2, PER RECORDING #20021126000001, DATED NOVEMBER 6,
2002.
E PLAT OF WILLOWBROOK LANE PER RECORDING #9408011505, DATED AUGUST 1, 1994.
7. PLAT OF CEDAR CREST ESTATES PER RECORDING #7305220548, DATED MAY 22, 1973.
8. SHORT PLAT 11484056 PER RECORDING 18409130561, DATED SEPTEMBER 13, 1984.
GENERAL NOTES
UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD
LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES.
UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR
THIS TOPOGRAPHY SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTIL177ES HAS
NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL U7ILITY LOCATIONS
AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY
CONSTRUCTION.
EVIDENCE OF LAND OCCUPATION LIKE FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES,
LANDSCAPING, AND ETC. MAY NOT COINCIDE WITH 714E DEEDED BOUNDARY LINES, AS SHOWN ON THIS
DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE
DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE
OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST
TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTEN7AL
BOUNDARY DISPUTES.
THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFEC71NG THE SUBJECT
PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE
DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH
LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS
ANY POTENTIAL PROPERTY LINE DISPUTES.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
OF A SURVEY CONCLUDED ON MARCH 22, 2007 AND CAN ONLY BE CONSIDERED AS INDICA71NG THE
GENERAL COND177ONS EXISTING AT
THAT TIME.
R- 313205
CALL BEFORE
YOU DIG
14110042945555
CPH
CONSULTANTS
Site Planning • CMI Egneedng
land Use Comking 4 N*ct Management
733MAwn &ft SODI"ff4WA9=
Rare:(425) 2 MOI FAR (4Z) 28i2389
WWW.Cphconsultan I5. cam
MAPLEWOOD PARK EAST
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
EXISTING CONDITIONS
3�-2, r'-lo s A —NNN
5/30/14
PAne
C0.10
MRCH EVANS, PLS
1= 50''
emnncu: RAVO +
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DATUM
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=� R E N TO N
an nin 9/ Buildin 9/ Public Works Dept.
p
RYAN SCHAUBLE
owwi PETER EVANS
p�1F r1O1
°B. SCHROEDER, PE
maE.rY
N0.
REVISION
BY
DATE
APPR
APP
PPROVED
CALL BEFORE
YOU DIG
14110042945555
CPH
CONSULTANTS
Site Planning • CMI Egneedng
land Use Comking 4 N*ct Management
733MAwn &ft SODI"ff4WA9=
Rare:(425) 2 MOI FAR (4Z) 28i2389
WWW.Cphconsultan I5. cam
MAPLEWOOD PARK EAST
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
EXISTING CONDITIONS
3�-2, r'-lo s A —NNN
5/30/14
PAne
C0.10