HomeMy WebLinkAboutACAD-2cl_20070ylp ACAD_LAYERFILTERS ACAD_LAYERSTATES ACLYDICTIONARY ACAD <All ADSK_XREC_LAYER_RECONCILED 0 Defpoints EL-CL EL-RW EL-SEC1 EL-ADJOINERS ET-ADJ ET-STREET NAME Z_EL-BNDY Z_ET-BNDY-DIMS
ET-CL-DIMS ET-LEGEND RAK {LAYER_STATE1 CONTINUOUS LAYER_STATE1} PT-MON ES-NORTH ARROW ET-LEGAL-NOTES ET-HEADINGS ES-LEGEND gs-nasb GT-INFO K090 GT-TITLE GT-MISC GT-COPY-RIGHT GL-TITLE
GL-LOGO GH-LOGO GL-DOTS 0_XR GT-PLOT NOTES GT-HEADINGS EL-OLD PLAT SD-STCR-EXST-SYM ES-SURV ES-CORNER AcCmTransparency ET-EASEMENTS - 7711170773 AcCmTransparency EL-EX EAS - 7711170773
AcCmTransparency EL-BNDY AcCmTransparency ET-BNDY-DIMS AcCmTransparency Z_ET-CL-DIMS V-POINT-CTRL ACAD_GEOGRAPHICDATA ACAD_SORTENTS *Model_Space ACAD_SORTENTS *Paper_Space ADCADD_ZZ
Sbcp MON MAG NAIL MON SET Sscp Sqcp FAT-GW *X8 *X9 *X10 *X11 *X12 *X13 ACAD_SORTENTS new block AcDbDynamicBlockGUID {02800E48-B36F-459E-9195-9424D1AE1BAA} AcDbBlockRepETag logo ACAD_SORTENTS
Half Size DRS Logo ACAD_SORTENTS S8.5x11 Recording ACAD_SORTENTS Graphic Scale North Arrow upp sign1 sdmh e-wv TD tsla gmet emet EFTW Disclaimer ACAD_SORTENTS *Paper_Space29 lumin wmet
fire hydrant TE ACAD_SORTENTS e-wmh e-guy monitor well monument set ACAD_SORTENTS prop cor set pk-lead and tack found pk-lead and tack set fire dept conn post indicator valve telephone
manhole gas valve RKRY WSO E-SPIGOT SSMH LEGEND SDCB T-1 LEGEND cable manhole POWER MH LINE OP LINE P LINE G LINE T LINE C LINE EP LINE X MAILBOX *U60 *U61 *U62 *U63 *U64 *U65 *U66
*U67 *U68 *U69 *U70 *U71 *U72 *U73 *U74 *U75 *U76 *U77 *U78 *U79 *U80 *U81 *U82 *U83 *U84 *U85 Standard L80 L120 LEROY L100 L140 L080 TITLE TEST ROMANT ROMANC RO100 ACAD Arial brdr_heading
ACAD Arial brdr_address ACAD Arial Graphic Scale ACAD Arial DRS Title Simplex S4 ACAD Simplex L200 L400 ROMANS SHR ByBlock ByLayer Continuous CENTER2 DASHED DASHED2 PHANTOM DASHDOT3
HIDDEN HIDDEN2 Standard ACAD ADCADD_ZZ SDSK_PMN ACAD_PSEXT ADE RAK SDSK_POINT ANNOT_CUSTOM ANNOT_DEFAULTS LABEL AcDbDynamicBlockGUID AcDbBlockRepETag ACAD_NAV_VCDISPLAY AcCmTransparency
DCO15 ADE_PROJECTION AcDbAttr AcadCodePageInfo ACAD_NAV_VCDISPLAY *Active ADE ADE02C004 [Query] CaseSensitiveMatch=0 SaveCurrQueryInSession=1 MkSelSetWithQryObj=0 ShowBlockAsInsPt=0
CreateAssociativeHatchObjects=0 ReferenceBoundaryForAreaLocation=1 ShowImageAsBoundary=1 DefaultJoinOperator=2 ColorForAdd=red ColorForRemove=red BlockLocnForQuery=1 TextLocnForQuery=1
IncludeAllObjectsInGroups=0 AlwaysUseLibraryDefinitions=0 PreviewDefinitionsFrom=2 [Save Back] RedefineBlockDefinitions=1 RedefineLayerDefinitions=1 RedefineTextStyleDefinitions=1 RemoveUnusedGroups
=1 EraseSavedBackObjects=1 RemoveLockAfterSave=1 CreateHistoryFileOfChanges=0 CreateBackupFileOfSourceDwg=1 DontAddObjectsToSaveSet=0 MarkObjectsForEditingWithoutPrompting=0 FdoDontAddObjsToSvSet=0
FdoEditWithoutPrompt=1 FdoRemUnusedGrps=1 FdoEraseSvdBkObjs=1 FdoRemoveLockOnSave=1 FdoTesselationMaxPointsDistance=0 FdoTesselationMaxCurvesDistance=0 [Coordinate Transformation] RestoreLastActiveD
wgsOnStartup=1 ActivateDwgsOnAttach=1 AdjustSizesAndScalesForChangesInUnits=1 AdjustRotationsForMapDistortions=1 AdjustSizesAndScalesForMapDistortions=1 AdjustElevations=1 AdjustZeroRotationObjects=1
ReconnectDbOnWSOpen=1 NoOfSQLConditionsInHistory=10 ACAD_COLOR ACAD_DETAILVIEWSTYLE ACAD_FIELDLIST ACAD_GROUP ACAD_IMAGE_VARS ACAD_LAYOUT ACAD_MATERIAL ACAD_MLEADERSTYLE ACAD_MLINESTYLE
ACAD_PLOTSETTINGS ACAD_PLOTSTYLENAME ACAD_SCALELIST ACAD_SECTIONVIEWSTYLE ACAD_TABLESTYLE ACAD_VISUALSTYLE AcDbVariableDictionary AECC_LASTSAVED_APPVERSION ASE_INDEX_DICTIONARY Autodesk_MAP
Imperial24 AcadCodePageInfo CodePage 18X24 24X36 Model ADSK_XREC_LAYOUTTHUMBNAIL ACAD_PSEXT \\DRS-DC01\RICOH Aficio MP W3600 PS RICOH Aficio MP W3600 PS 2nd floor 10.0.0.54 ADSK_XREC_LAYOUTTHUMBNAIL
ACAD_PSEXT None None Not applicable The layout will not be plotted unless a new plotter configuration name is selected. ADSK_XREC_LAYOUTTHUMBNAIL ByBlock ByLayer Global BUMPTILE DIFFUSETILE
OPACITYTILE REFLECTIONTILE ACAD Standard Standard Black Normal A0 A1 A2 A3 A4 A5 A6 A7 A8 A9 B0 B1 B2 B3 B4 B5 B6 B7 B8 B9 C0 C1 C2 C3 Imperial24 Standard 2dWireframe 3dWireframe Basic
Brighten ColorChange Conceptual Dim EdgeColorOff Facepattern Flat FlatWithEdges Gouraud GouraudWithEdges Hidden JitterOff Linepattern OverhangOff Realistic Shaded Shaded with edges
Shades of Gray Sketchy Thicken Wireframe X-Ray CANNOSCALE CMLEADERSTYLE CTABLESTYLE CVIEWDETAILSTYLE CVIEWSECTIONSTYLE DIMASSOC HIDETEXT INDEXCTL LAYEREVAL LAYERNOTIFY LIGHTINGUNITS
MSLTSCALE SOLIDHIST SORTENTS DCO15 ASEBlockHierarchyIndexRecord MAP_DISPLAY_CUSTOMOBJ_REG_TABLE MAP_DISPLAY_MANAGEMENT_DICTIONARY MAP_DISPLAY_STYLELIBRARY_DICTIONARY MAP_RESOURCE_VERSION_MANAGEMENT_
DICTIONARY AcadCodePageInfo CodePage AcadCodePageInfo CodePage BOUNDARY LABEL LW9 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80
CLAYER L80 BRGTXT ROMANS North South East West BRGTXT N90°00'00"E LABEL LW9 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER
L80 BRGTXT ROMANS North South East West BRGTXT 599.02' LABEL LW11 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT
ROMANS North South East West BRGTXT 120.00' LABEL LW12 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS
North South East West BRGTXT N90°00'00"W LABEL LW12 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North
South East West BRGTXT 299.51' LABEL LW14 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South
East West BRGTXT N00°00'00"W LABEL LW14 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East
West BRGTXT 120.00' LABEL LW16 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West
BRGTXT N90°00'00"W LABEL LW16 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT
299.51' LABEL LW17 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT 240.00'
LABEL LW3 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT S. 2ND ST LABEL
LW3 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT WELLS AVE S. LABEL LW3
ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT WILLIAMS AVE S. LABEL LW3
ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT S. TOBIN ST 000720-0145
000720-0055 000720-0164 000720-0053 000720-0189 000720-0161 ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END 5' UTILITY ESMT REC. NO. 7711170773 ACAD DSTYLE { ' m
1B } ACAD DSTYLE { ' m 1B } N88°24'46"W 120.01' N88°24'46"W 120.02' N01°28'44"E 50.00' N01°29'20"E 50.00' LABEL LW5 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E
CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT 381.60' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT A ' m Y Y N E CLAYER
ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT A ' m Y Y N E CLAYER
ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT A ' m Y Y N E CLAYER
ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT A ' m Y Y N E CLAYER
ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW5 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER
L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT 911.73' N88°23'45"W 300.08' N01°34'40"E 4.03' N88°25'00"W 300.30' ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN
ACAD_MTEXT_DEFINED_HEIGHT_END N01°28'08"E 777.28' 000720-0147 LABEL LW3 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER
L80 BRGTXT ROMANS North South East West BRGTXT BURNETT AVE S. 000720-0186 000720-0008 000720-0095 LABEL LW5 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER
L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT 530.13' N01°32'49"E 129.75 LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT A '
m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT
A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT
A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0 AZ BRGTXT
A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW3 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT
L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT S. RIVERSIDE DRIVE 30.00' LOT 13 LOT 14 LOT 15 723150-2025 000720-0168 LABEL
LW3 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80 0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT WELLS AVE S. 30.00'
000720-0086 000720-0091 N01°28'08"E 777.28' 279.99' 497.29' N88°24'52"W 120.10' N88°24'50"W 120.09' 50.00' N01°28'44"E 50.00' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX 0
AZ BRGTXT A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX
0 AZ BRGTXT A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX
0 AZ BRGTXT A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX
0 AZ BRGTXT A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW42 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER SIMPLEX
0 AZ BRGTXT A ' m Y Y N E CLAYER ROMANS °'" CLAYER ROMANS CLAYER ROMANS CLAYER ROMANS BRGTXT ROMANS North South East West BRGTXT 30' LABEL LW5 ANNOT_CUSTOM ANNOT_DEFAULTS CLAYER L80
0 AZ BRGTXT L= ' m Y Y N E CLAYER L80 °'" CLAYER L80 CLAYER L80 CLAYER L80 BRGTXT ROMANS North South East West BRGTXT N01°29'20"E 723150-2020 723150-2020 000720-0162 BLOCK 23
TOWN OF RENTON
VOL. 1, PG. 135 SDSK_POINT ADCADD_ZZ AIA (256 Color) L80 ' m DRS _ {T}{P}{R}{L}{M} SDSK_PMN _SCRATCH ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN
ACAD_MTEXT_DEFINED_HEIGHT_END THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF WA, AND IS DESCRIBED AS FOLLOWS:
THAT PORTION OF BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON;
AND AN UNPLATTED TRACT ADJOINING, LYING BETWEEN THE WEST LINE OF LOT 15 AND THE EAST LINE OF SAID BLOCK 23 AND THE PRODUCTION OF SAID LINE BETWEEN LINES PARALLEL WITH AND RESPECTIVELY
250 FEET AND 300 FEET NORTH OF THE SOUTH LINE OF SAID BLOCK 23;
(BEING KNOWN AS LOT 15 OF THE UNRECORDED SUPPLEMENTAL PLAT OF BLOCK 23 OF THE TOWN OF RENTON). ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END LEGAL DESCRIPTION: ACAD
ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM RAINIER TITLE INSURANCE COMPANY COMMITMENT FILE NO.
759622RT DATED JULY 19, 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 RAINIER TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING
ENGINEERS INC. HAS RELIED WHOLLY ON RAINIER TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES
THE MAP'S ACCURACY AND COMPLETENESS TO THAT 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 = 6,005± SQUARE FEET (0.1379± 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 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.
7. CONTOUR INTERVAL = 2 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. SURVEYOR'S NOTES 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 IMITATION 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 FORMERLY HAVE BEEN COVERED BY WATER.
ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END TITLE RESTRICTIONS: ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END N39°07'52"E BETWEEN MONUMENTS
FOUND IN PLACE IN THE SW QTR, NW QTR, STR 17-23-5;
COR PT NO. 205 AND COR PT NO. 1887 BASIS OF BEARINGS: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL VERTICAL DATUM: 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 = 37.345 FEET. DRS PROJECT NO. 20070 ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { GT-MISC GT-COPY-RIGHT } } BENCHMARK: A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER
SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
CITY OF RENTON, KING COUNTY, WASHINGTON BOUNDARY AND TOPOGRAPHIC SURVEY FOUND SECTION CORNER AS NOTED
FOUND QUARTER CORNER AS NOTED
SET MONUMENT AS NOTED
FOUND MONUMENT AS NOTED
FOUND CORNER MONUMENT AS NOTED
SET 5/8" X 24" REBAR AND PLASTIC CAP "DRS _____"
SET PK NAIL AND _______ WASHER "DRS _____"
FOUND PK NAIL AND WASHER AS NOTED
PROPERTY LINE
MONITOR WELL
ROAD SIGNAGE
MAIL BOX
POWER METER
POWER POLE
POWER VAULT, SIZE VARIES
JUNCTION BOX, SIZE VARIES
LIGHT POLE NO ARM
LIGHT POLE WITH ARM
GUY WIRE
WATER METER
WATER VALVE
WATER SPIGOT
FIRE HYDRANT
POST INDICATOR VALVE
FIRE DEPARTMENT CONNECTION
ROCKERY
STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
CABLE MANHOLE
POWER MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
GAS VALVE
GAS METER
VERTICAL BOARD FENCE
HORIZONTAL BOARD FENCE
CHAINLINK FENCE
SPLIT RAIL FENCE
HOGWIRE FENCE
CHICKEN WIRE FENCE
BARBWIRE FENCE
DECIDUOUS TREE
EVERGREEN TREE
SANITARY SEWER LINE
STORM LINE
OVERHEAD POWER
UNDERGROUND POWER
UNDERGROUND WATER
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
EDGE OF PAVEMENT
FENCE
GRAVEL
CONCRETE W VBF CLF SRF HWF CWF BWF ACAD AR-CONC ACAD DOTS HBF ⅊ LEGEND: HALF 15' FULL 30' 2_TIMES 60' 1_INCH=??FT 1 INCH = 30 FT. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END
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.
3. 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. REFERENCES: NAD 1983/91, PER CITY OF RENTON HORIZONTAL CONTROL HORIZONTAL DATUM: ACAD SOLID ACAD SOLID
ACAD SOLID ACAD SOLID L A N D S U R V E Y O R P R O F E S S I O N A L W 37555 R E G I S T E R E D A S H I N G T O N S T A T E O F S T E P H J . S C H R E I E N ACAD AcDbBlockRepETag
B50 SOLID AcDbBlockRepETag B53 D.R. STRONG AcDbBlockRepETag B57 CONSULTING ENGINEERS AcDbBlockRepETag B58 620 7TH AVENUE KIRKLAND, WA 98033 AcDbBlockRepETag B5A O 425.827.3063 F 425.827.2423
AcDbBlockRepETag B5B www.drstrong.com AcDbBlockRepETag B5C ENGINEERS PLANNERS SURVEYORS AcDbBlockRepETag B5D AcDbBlockRepETag B5E AcDbBlockRepETag B5F SOLID AcDbBlockRepETag B60
SOLID AcDbBlockRepETag B61 AcDbBlockRepETag B62 SOLID AcDbBlockRepETag B63 AcDbBlockRepETag B64 AcDbBlockRepETag B65 AcDbBlockRepETag B66 PROJECT ENTER THE PROJECT NAME FOR TITLE BLOCK
PROJECT NAME 2NDLINE ENTER THE SECOND LINE OF PROJECT NAME 2ND LINE PROJECT NAME 3RDLINE ENTER THIRD LINE OF PROJECT TITLE 3RD LINE OF PROJECT NAME 4THLINE ENTER 4TH LINE OF PROJECT
NAME 4TH LINE OF PROJECT NAME PROJECT NO.: DATE: SHEET OF DRAFTED BY: PROJECT SURVEYOR: FIELD BOOK: INT1 PROJECT SURVEYORS INITIALS DDD INT2 ENTER DRAFTED INITIALS DDD FIELD-BOOK
FIELD BOOK NUMBER DDD DATE DATE XX-XX-XX 12345 PROJECT NUMBER C1 SHEET XX OF SH OF SHEET XX COPYRIGHT , D.R. STRONG CONSULTING ENGINEERS INC. c 2010 ENTER COPYRIGHT DATE 2010
ACAD SOLID ACAD SOLID ACAD SOLID NORTH ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END 0 ACAD SOLID ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END
GRAPHIC SCALE HALF Half Scale 10 FULL Full Scale 20 2_TIMES 2 Times Scale 40 1_INCH=??FT 1 INCH = FT. 1 INCH = 40 FT. G E ELECTRONIC FILE TRANSFER WARNING:
The electronic media transmitted herein shall remain the property of
D.R. STRONG and is subject to its copyright. These electronic files are non-certified recordings of printed documents prepared by D.R. STRONG and are not part of the contract documents.
These files are provided only for the convenience of the receiving party and are intended solely for the exclusive use by that party for the purposes expressly authorized. These files
shall not be transferred to another party without the consent of D.R. STRONG. Any use of the information derived from these electronic files is at the receiving party's sole risk and
without liability, risk or legal exposure to D.R. STRONG and its client. Receiving party agrees to indemnify and hold harmless D.R. STRONG against any claims, damages, or liabilities
of any kind relating to receiving party's use of the information transmitted herewith. Since it is possible for data stored in electronic media format to deteriorate or be modified
inadvertently or otherwise, the receiving party agrees that it has the obligation to perform acceptance tests prior to using any of the data. Upon use of the data, receiving party
shall be deemed to have accepted the data thus transferred and accepted the terms of use listed above. SDSK_POINT ADCADD_ZZ AIA (256 Color) L80 ' m DRS _ {T}{P}{R}{L}{M} SDSK_PMN
_SCRATCH ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS NOTED.
SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 1/2" ALUMINUM WASHER STAMPED "DRS 37555
VERTICAL BOARD FENCE
CHAIN LINK FENCE LEGEND: VBF CLF ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END REFERENCE TEXT REFERENCES: ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END
LEGAL DESCRIPTION TEXT ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END LEGAL DESCRIPTION: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM _______________
TITLE INSURANCE COMPANY _________ COMMITMENT ORDER NO. ________ DATED ______ __, ____. 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 ____________
TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON ____________ TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY
AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON _______ __, ____. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN _____, ____.
3. PROPERTY AREA = ________± SQUARE FEET (_.____± ACRES).
4. ALL DISTANCES ARE IN FEET.
5A. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS 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.
5B. 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. SURVEYOR'S NOTES (RESTRICTIONS
FROM TITLE REPORT)
1. THIS SITE IS SUBJECT TO ___________
ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END TITLE RESTRICTIONS: ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END BASIS OF BEARING TEXT BASIS
OF BEARINGS: VERTICAL DATUM TEXT VERTICAL DATUM: BENCHMARK TEXT DRS PROJECT NO. GRAPHIC SCALE 0 1 INCH = FT. SOLID ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { GT-MISC GT-COPY-RIGHT
} } 50' SCALE FT 100' 2 * SCALE 50' FULL SCALE BENCHMARK: PROJECT PROJECT NAME 2NDLINE 2ND LINE PROJECT NAME 3RDLINE 3RD LINE OF PROJECT NAME 4THLINE 4TH LINE OF PROJECT NAME INT1
DDD INT2 DDD FIELD-BOOK DDD DATE XX-XX-XX 12345 C1 XX OF SH XX 2010 2010 HALF 20' FULL 40' 2_TIMES 80' 1_INCH=??FT 1 INCH = 40 FT. A PORTION OF THE _______ QUARTER OF THE __________
QUARTER
SECTION _, TOWNSHIP __ NORTH, RANGE _ EAST, W.M.,
CITY OF _______, _________ COUNTY, WASHINGTON BOUNDARY AND TOPOGRAPHIC SURVEY W ACAD SOLID ACAD SOLID T GV O S W SS C P OP P G T C X X