city of bellingham survey information report of survey ......horizontal calc by: vertical calc...
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City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
The City of Bellingham has compiled this information for its own use and is not responsible for any use of this information by others. The information found herein is provided simply as a courtesy to the public and is not intended for any third party use in any official, professional or other authoritative capacity. Persons using this information do so at their own risk and by such use agree to defend, indemnify and hold harmless the City of Bellingham as to any claims, damages, liability, losses or suits arising out of such use.
The 2008 Vertical Datum Modernization Project - NAVD88 report contains results from the 2008-2009 project to establish a network of existing and new bench marks throughout the City of Bellingham.
The survey was performed by three local survey firms and includes elevations for new bench marks set as well as existing bench marks and monuments in each loop.
Additional areas of the network will be developed as funding becomes available or as we survey for capital projects.
Please note that some of these monuments may have been raised since the reported data was collected.
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
34Monument ID: Other Reference ID:
Site Description: MEADOR & 1/4 COR.
SECTION QUARTER CORNERCorner Type:1/4 CORNER SECTION 29/30 T38N R3E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
69.6510
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS ¼ COR N.S/WALK MEADOR 150' EAST OF JAMESPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 11Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND 1/4 CORNER IN N SIDEWALK 150+- FT E OF JAMES. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 34
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
48Monument ID: Other Reference ID:
Site Description: COWGILL AV & 6 TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
62.1520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT COWGILL & 6THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 48
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
68Monument ID: Other Reference ID:
Site Description: WILSON AV & 15TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
102.9940
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT WILSON & 15THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 68
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
223Monument ID: Other Reference ID:
Site Description: VINING & PLAT. BOUND. MON. S/O VIEWRIDGE
PLAT LINECorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
326.2800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS CL VINING @ RES. #2200 & #2204Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 53Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS PLUG IN NORTHBOUND LANE OF VINING ST BETWEEN RES #2200-2204. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 223
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
242Monument ID: Other Reference ID:
Site Description: FRASER & ELECTRIC
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
350.8350
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT FRASER & ELECTRIC (OFFSET)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 23Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS DISK AT CL FRASER OFFSET E FROM CL ELECTRIC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 242
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
245Monument ID: Other Reference ID:
Site Description: OHIO & ELECTRIC
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
345.6840
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT OHIO & ELECTRIC (OFFSET)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 24Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS DISK AT CL OHIO & OFFSET E CL ELECTRIC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 245
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
260Monument ID: Other Reference ID:
Site Description: MCLEOD RD & PRIMROSE LN
SECTION CENTERCorner Type:CENTER SECTION 18 T38N R3E
Corner Description:CONCRETE MONMonument Type:
RECOVERY REPORT
134.2410
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS PIN IN CONC N. OF INT. PRIMROSE LN AND E. MCLEOD RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 8 INCH CONC MON WITH 1/8 INCH BRASS PIN, 6 FT N OF PVMT EDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 260
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
272Monument ID: Other Reference ID:
Site Description: N STATE & E MAPLE ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
82.1960
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT N.STATE & E.MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 4Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 272
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
302Monument ID: Other Reference ID:
Site Description: OLD LAKEWAY & NEWTON
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
281.4320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT NEWTON & OLD LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 6Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. TILTED, SHOT HIGH POINT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 302
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
313Monument ID: Other Reference ID:
Site Description: CEDARWOOD & FIRWOOD
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
79.6050
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. FIRWOOD AVE & CEDARWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE, IN CONC 32560. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 313
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
324Monument ID: Other Reference ID:
Site Description: KEARNEY & D
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
91.3230
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT D & KEARNEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 28Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 324
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
338Monument ID: Other Reference ID:
Site Description: 11TH ST & KNOX AVE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
77.0030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT KNOX & 11THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 338
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
348Monument ID: Other Reference ID:
Site Description: VALENCIA TO THE SOUTH AND FRASER TO THE EAST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
94.6600
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT FRASER & VALENCIA (NE OF 2 MONS.)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 25Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON IN CONC10 FT E & 15 FT S OF APPARENT INT. (N'ELY OF 2 MONS) USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 348
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
358Monument ID: Other Reference ID:
Site Description: ALABAMA & IRON
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
112.0460
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ALABAMA & IRONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 43Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 358
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
418Monument ID: Other Reference ID:
Site Description: CENTRAL & GRAND
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
65.7300
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT GRAND & CENTRALPoint Description:
BENCHMARK NAVD 88Coordinate Source:
ELEVATION NO LONGER VALID. FB918-6 PG. 6
Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS SURFACE MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 418
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
444Monument ID: Other Reference ID:
Site Description: ERIE & MOSSOP
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
249.1410
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ERIE & MOSSOPPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 40Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 444
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
467Monument ID: Other Reference ID:
Site Description: NEQUALICUM & LAFAYETTE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.7790
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. NEQUALICUM AVE & LAFAYETTE ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE, IN CONC. 1994 PSE 24218. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 467
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
468Monument ID: Other Reference ID:
Site Description: LAYAFETTE & CONNECTICUT
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
74.4510
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. LAFAYETTE ST & W. CONNECTICUT ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE, IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 468
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
475Monument ID: Other Reference ID:
Site Description: 24TH & N OF E COLLEGE WAY AT WWU
TOWNSHIP CORNERCorner Type:CORNER T37/38N R2/3E - CORNER SECTIONS 31/6/1/36
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
308.6350
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN CONCRETE, NORTH OF E COLLEGE WAY AT WWUPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON IN CONC, N OF E COLLEGE WAY AT WWU. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 475
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
476Monument ID: Other Reference ID:
Site Description: 32ND ST & DONOVAN AV
SECTION QUARTER CORNERCorner Type:1/4 CORNER SECTION 6/7 T37N R3E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
170.2300
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 32ND & DONOVANPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 476
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
478Monument ID: Other Reference ID:
Site Description: 32ND ST& TAYLOR AV
SECTION CENTERCorner Type:CENTER SECTION 6 T37N R3E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
181.0000
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP MON AT 32ND ST & TAYLOR AVPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 478
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
505Monument ID: Other Reference ID:
Site Description: ALABAMA & VIEWRIDGE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
360.5080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIEWRIDGE & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 32Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS DISK AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 505
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
506Monument ID: Other Reference ID:
Site Description: ALABAMA & VINING
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
312.5770
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ALABAMA & VININGPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 33Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS DISK AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 506
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
508Monument ID: Other Reference ID:
Site Description: ALABAMA & ERIE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
234.8380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ALABAMA & ERIEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 35Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS DISK AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 508
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
524Monument ID: Other Reference ID:
Site Description: PINEWOOD & BIRCHWOOD
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.4340
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. PINEWOOD AVE AND BIRCHWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 524
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
538Monument ID: Other Reference ID:
Site Description: MON B & BAYVIEW DR. IN CENTER CULDESAC AT N END BAYVIEW BY PARK ENTRANCE
RIGHT-OF-WAY PICorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
24.1460
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP MON IN CENTER OF CULDESAC AT NORTH END OF BAYVIEW DR.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP MON IN CENTER OF CULDESAC AT N END OF BAYVIEW DR. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 538
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
572Monument ID: Other Reference ID:
Site Description: COTTONWOOD & PINEWOOD
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
94.5510
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. PINEWOOD AVE AND COTTONWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 572
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
597Monument ID: Other Reference ID:
Site Description: CORNWALL & CHAMPION
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.1620
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT CHAMPION & CORNWALLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 25Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT CL INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 597
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
601Monument ID: Other Reference ID:
Site Description: CORNWALL & VIRGINIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.4950
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT CORNWALL & VIRGINIAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 29Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 601
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
603Monument ID: Other Reference ID:
Site Description: CORNWALL & D
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
111.2910
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT D & CORNWALLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 40Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 603
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
607Monument ID: Other Reference ID:
Site Description: W. MAPLEWOOD & NORTHWEST AVE (TO S)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
88.7920
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. MAPLEWOOD & NORTHWEST AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 607
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
615Monument ID: Other Reference ID:
Site Description: CORNWALL & NORTH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
125.9770
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. E. NORTH ST & CORNWALL AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 615
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
627Monument ID: Other Reference ID:
Site Description: CHAMPION & GRAND
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.1450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT CHAMPION & GRANDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 6Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:FOUND BRASS SURFACE MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 627
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
639Monument ID: Other Reference ID:
Site Description: CHAMPION & RAILROAD
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
68.8330
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT RAILROAD & CHAMPIONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 24Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 639
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
664Monument ID: Other Reference ID:
Site Description: CEDARWOOD & PINEWOOD
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
75.9320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. PINEWOOD ST & CEDARWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 664
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
673Monument ID: Other Reference ID:
Site Description: CORNWALL & MON SOUTH OF NORTH
SECTION SIXTEENTH CORNERCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
125.9650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (DONATION LAND CLAIM) AT INT. E. NORTH ST & CORNWALL AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 673
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
674Monument ID: Other Reference ID:
Site Description: COMMERCIAL & FLORA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
71.8650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT COMMERCIAL & FLORAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 25Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT CL INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 674
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
691Monument ID: Other Reference ID:
Site Description: DAKIN (ELECTRIC) & ALABAMA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
324.2640
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ALABAMA/ N.SHORE/ ELECTRICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 29Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS SURFACE MON AT CL INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 691
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
701Monument ID: Other Reference ID:
Site Description: ELDRIDGE & UTTER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
65.6110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. UTTER ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 701
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
702Monument ID: Other Reference ID:
Site Description: ELDRIDGE & WILLIAMS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
67.0450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. WILLIAMS ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 702
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
705Monument ID: Other Reference ID:
Site Description: ELDRIDGE & BROADWAY (WLY OF 2 MONS AT INT)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
63.4700
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. ELDRIDGE AVE. & BROADWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 705
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
707Monument ID: Other Reference ID:
Site Description: ELDRIDGE & HENRY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.5130
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. HENRY ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 707
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
709Monument ID: Other Reference ID:
Site Description: ELDRIDGE & JAEGER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
69.4830
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. JEAGER ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 709
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
711Monument ID: Other Reference ID:
Site Description: ELDRIDGE & CHERRY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
67.8790
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. CHERRY ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 711
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
716Monument ID: Other Reference ID:
Site Description: ELDRIDGE & LAFAYETTE ON E. ROW
RIGHT-OF-WAY BOUNDARYCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
68.1750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON 25' SE OF INT. LAFAYETTE AVE & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE APPROX 25 FT SE OF INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 716
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
717Monument ID: Other Reference ID:
Site Description: ELDRIDGE & MADRONA ON W. ROW
RIGHT-OF-WAY BOUNDARYCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
69.0220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON 18' SE INT. MADRONA ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DICK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 717
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
718Monument ID: Other Reference ID:
Site Description: ELDRIDGE & NEQUALICUM
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
66.8190
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. OF NEQUALICUM AVE & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 718
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
719Monument ID: Other Reference ID:
Site Description: ELDRIDGE & PLAT MON SE OF SEAVIEW (OLD CITY LIMITS)
PLAT LINECorner Type:CL ELDRIDGE AVE AT PLAT LINE & OLD CITY LIMITS
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
66.0390
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON 20' SE OF INT. SEAVIEW AVE & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE APPROX 20 FT SE OF SEAVIEW. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 719
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
723Monument ID: Other Reference ID:
Site Description: ELLIS & SQUALICUM
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
154.3980
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. SQUALICUM PKWY & ELLIS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH MACHINED X MARK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 723
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
726Monument ID: Other Reference ID:
Site Description: ELLIS & ILLINOIS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
148.7820
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. ILLINOIS ST & ELLIS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 726
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
731Monument ID: Other Reference ID:
Site Description: ELLIS & HIGH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
95.0520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ELLIS & HIGHPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 18Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 731
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
745Monument ID: Other Reference ID:
Site Description: ELLIS & VIRGINIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
85.9210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIRGINIA & ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 36Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 745
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
764Monument ID: Other Reference ID:
Site Description: FRANKLIN & VIRGINIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
83.0320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIRGINIA & FRANKLINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 36Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND 1 INCH BRASS DISK AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 764
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
769Monument ID: Other Reference ID:
Site Description: FRASER & MOORE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.3470
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT MOORE & FRASERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 21Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 769
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
780Monument ID: Other Reference ID:
Site Description: GRANT & VIRGINIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.6630
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIRGINIA & GRANTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 37Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 780
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
786Monument ID: Other Reference ID:
Site Description: GIRARD & D
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.2970
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT D & GIRARDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 27Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 786
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
787Monument ID: Other Reference ID:
Site Description: GIRARD & C
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
71.3260
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT C & GIRARDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 27Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 787
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
790Monument ID: Other Reference ID:
Site Description: GRAND & FLORA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
PVC RING OVER MONUMENTMonument Type:
RECOVERY REPORT
68.1840
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT GRAND & FLORAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 PG. 6Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:FOUND BRASS SURFACE MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 790
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
797Monument ID: Other Reference ID:
Site Description: HARRIS & 4TH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
12.5210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 4TH & HARRISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 797
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
833Monument ID: Other Reference ID:
Site Description: HUMBOLDT & ILLINOIS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
161.7830
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. ILLINOIS ST & HUMBOLT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE SET IN CONC IN ROUNDABOUT ISLAND. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 833
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
835Monument ID: Other Reference ID:
Site Description: HURON & IOWA DR
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
250.2980
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT IOWA DRIVE & HURONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 42Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 835
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
861Monument ID: Other Reference ID:
Site Description: BROADWAY & KULSHAN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
74.9490
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. KULSHAN ST & BROADAWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 861
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
862Monument ID: Other Reference ID:
Site Description: ILLINOIS & KULSHAN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
82.7030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON AT INT. ILLINOIS ST & KULSHAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND MON IN CASE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 862
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
871Monument ID: Other Reference ID:
Site Description: ILLINOIS & WILLIAMS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
78.0890
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (BRASS BRAD) AT INT W. ILLINOIS ST & WILLIAMS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND BRASS NAIL IN CONC IN CASE 0.5 FT B.G. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 871
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
872Monument ID: Other Reference ID:
Site Description: ILLINOIS & VICTOR PI
RIGHT-OF-WAY PICorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
76.8220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (TOP OF NAIL) AT INT. ILLINOIS ST & VICTOR STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND CASED 5 INCH DIA CONC MON WITH INVERTED BRASS 0.6 FT B.G. SHOT TOP OF NAIL. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 872
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
877Monument ID: Other Reference ID:
Site Description: INDIANA & MERIDIAN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
86.1470
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. INDIANA ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 877
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
885Monument ID: Other Reference ID:
Site Description: IRON & VIRGINIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
77.0240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIRGINIA & IRONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 37Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 885
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
889Monument ID: Other Reference ID:
Site Description: IOWA & NEVADA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
58.5930
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT IOWA & NEVADAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 3Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 889
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
890Monument ID: Other Reference ID:
Site Description: IOWA & VALENCIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
78.5140
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT IOWA & VALENCIAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 32Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 890
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
892Monument ID: Other Reference ID:
Site Description: IOWA & TOLEDO
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
64.7430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT IOWA & TOLEDOPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 33Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 892
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
893Monument ID: Other Reference ID:
Site Description: IOWA & RACINE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
61.7580
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT IOWA & RACINEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 33Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 893
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
902Monument ID: Other Reference ID:
Site Description: IRVING & D
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
76.5730
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT D & IRVINGPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 27Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 902
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
935Monument ID: Other Reference ID:
Site Description: JAMES & VIRGINIA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
75.9440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIRGINIA & JAMESPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 37Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MOB AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 935
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
954Monument ID: Other Reference ID:
Site Description: KULSHAN & NORTH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
78.4240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (TOP OF NAIL)AT INT. W. NORTH ST & KULSHAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND NAIL IN CONC IN CASE 0.1 FT B.G. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 954
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
956Monument ID: Other Reference ID:
Site Description: KING & ILLINOIS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
169.5190
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. ILLINOIS ST & KING STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 956
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
967Monument ID: Other Reference ID:
Site Description: LINCOLN & MAPLE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
170.8460
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT LINCOLN & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 967
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
968Monument ID: Other Reference ID:
Site Description: LINCOLN & GLADSTONE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
93.5280
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT LINCOLN & GLADSTONE. ELEVATION NO LONGER VALIDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 PG. 13. NOTE: MON WILL BE DESTROYED AND RAISED BY CONSTRUCTION IN 2009.
Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88 (NOTE: THIS MON WILL BE DESTROYED AND RAISED BY CONSTRUCTION IN 2009)
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 968
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
972Monument ID: Other Reference ID:
Site Description: LINCOLN & POTTER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
133.7310
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT LINCOLN & POTTER. ELEVATION NO LONGER VALID AS OF THIS DATEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 PG. 15. NOTE: MON RAISED 12/2009, ELEVATION NO LONGER VALID
Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88 (NOTE: THIS MON WILL BE DESTROYED AND RAISED BY CONSTRUCTION IN 2009)
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 972
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
975Monument ID: Other Reference ID:
Site Description: LAKEWAY & FRANKLIN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
180.7450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT LAKEWAY & FRANKLINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 19Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 975
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
180.7450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT LAKEWAY & FRANKLINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 975
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
180.7450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT LAKEWAY & FRANKLINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 19Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 975
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
180.7450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT LAKEWAY & FRANKLINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 975
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
995Monument ID: Other Reference ID:
Site Description: LAKEWAY & PACIFIC
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
187.3990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT PACIFIC & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 42Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 995
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
998Monument ID: Other Reference ID:
Site Description: LAKEWAY & LINCOLN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
155.9940
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT LAKEWAY & LINCOLN. ELEVATION NO LONGER VALIDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 NOTE: MON RAISED 2009. ELEVATION NO LONGER VALID
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 998
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1003Monument ID: Other Reference ID:
Site Description: LYNN & TULIP
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.8670
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT LYNN ST & TULIP STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1003
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1006Monument ID: Other Reference ID:
Site Description: LYNN & PT W/O NORTHWEST
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
83.2650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON 70 FEET WEST OF INTERSECTION NORTHWEST AVE AND LYNN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1006
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1033Monument ID: Other Reference ID:
Site Description: MEADOR & JAMES (SOUTH)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.4020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT MEADOR & JAMESPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 11Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT CL INT. (WLY OF 2 MONS) USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1033
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1041Monument ID: Other Reference ID:
Site Description: MCLEOD & NORTHWEST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
131.5500
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. MCLEOD RD & NORTHWEST AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1041
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1042Monument ID: Other Reference ID:
Site Description: MCLEOD & CENTER OF SECTION. LOCATED NEAR RES #2706
SECTION CENTERCorner Type:CENTER SECTION 13 T38N R2E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
131.3020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (SEC CNR) IN W-BOUND LANE MCLEOD RD, OPP. RES #2708Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN WEST BOUND LANE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1042
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1045Monument ID: Other Reference ID:
Site Description: MERIDIAN & OREGON
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
87.8360
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. OREGON ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND 2 INCH BD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1045
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1066Monument ID: Other Reference ID:
Site Description: MONROE & CHERRY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
71.6650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. MONROE ST & CHERRY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PAUL WALLER JR.Surveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1066
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1088Monument ID: Other Reference ID:
Site Description: MADRONA & MARYLAND
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
72.4430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. MARYLAND ST & MADRONA ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1088
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1099Monument ID: Other Reference ID:
Site Description: E MAPLE ST & N GARDEN ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
145.8220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT E MAPLE & N GARDENPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1099
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
145.8220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT GARDEN &MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 12Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1099
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
145.8220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT E MAPLE & N GARDENPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1099
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
145.8220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT GARDEN &MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 12Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1099
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1138Monument ID: Other Reference ID:
Site Description: NORTH & CHERRY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
71.5290
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (TOP OF BRASS BRAD) AT INT. W. NORTH ST & CHERRY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND BRASS BRAD IN CONC IN MON CASE 0.1 FT B.G. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1138
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1140Monument ID: Other Reference ID:
Site Description: NORTH & JAEGER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
74.7360
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (TOP OF BRASS BRAD) AT INT. W. NORTH ST & JEAGER STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND BRASS BRAD IN CONC IN CASE 0.1 FT B.G. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1140
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1141Monument ID: Other Reference ID:
Site Description: NORTH & LYNN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
76.3610
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. NORTH ST & LYNN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1141
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1143Monument ID: Other Reference ID:
Site Description: NORTH & WALNUT
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
77.3490
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (BRASS DISC) AT INT. W. NORTH ST & WALNUT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC IN SPLIT CASE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1143
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1144Monument ID: Other Reference ID:
Site Description: NORTH & HENRY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
78.2110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. NORTH ST & HENRY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH RILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1144
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1145Monument ID: Other Reference ID:
Site Description: NORTH & WILLIAMS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
75.8640
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. NORTH ST & WILLIAMS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1145
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1146Monument ID: Other Reference ID:
Site Description: NORTH & UTTER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
75.6720
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (BRASS BRAD) AT INT W. NORTH ST & UTTER STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND BRASS NAIL IN CONC CASE 0.1 FT B.G. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1146
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1148Monument ID: Other Reference ID:
Site Description: NORTH & ELIZABETH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
79.2660
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (BRASS BRAD) AT INT. W. NORTH ST & ELIZABETH STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PAUL WALLER JR.Surveyor:
01/06/2009Recovery Date:
OKCondition:FOUND BRASS NAIL IN CONC IN CASE 0.1 FT B.G. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1148
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1155Monument ID: Other Reference ID:
Site Description: NORTHWEST & LYNN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
83.5260
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. LYNN ST & NORTHWEST AVE.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CRACKED CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1155
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1161Monument ID: Other Reference ID:
Site Description: MERIDIAN & MONROE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
76.7830
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. MONROE ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1161
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1162Monument ID: Other Reference ID:
Site Description: MERIDIAN & JEFFERSON
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
78.2760
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. JEFFERSON ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1162
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1163Monument ID: Other Reference ID:
Site Description: MERIDIAN & CONNECTICUT
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.4880
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. CONNECTICUT ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1163
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1164Monument ID: Other Reference ID:
Site Description: MERIDIAN & MARYLAND
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
82.9460
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. MARYLAND ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/02/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1164
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1167Monument ID: Other Reference ID:
Site Description: BROADWAY & GROVE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
95.3870
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. NORTH ST & BROADWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1167
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1169Monument ID: Other Reference ID:
Site Description: MERIDIAN & VICTOR
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
92.9340
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. E. VICTOR ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND 2 INCH BD SET FLUSH IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1169
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1177Monument ID: Other Reference ID:
Site Description: ORCHARD & ORCHARD PL.
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
96.6650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. ORCHARD DR & ORCHARD PLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC, N OF W ORCHARD DR USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1177
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1178Monument ID: Other Reference ID:
Site Description: ORCHARD DR & VACATED PRIMROSE LANE, E/O ORCHARD PL
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
98.8360
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT CL W. ORCHARD DR.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC AT CL ORCHARD DR S OF DOCK #5 & N OF PP #465316-160395. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1178
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1180Monument ID: Other Reference ID:
Site Description: ORCHARD & CENTER OF ROW AT CULDESAC
RIGHT-OF-WAY CULDESAC INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
100.3420
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT CULDESAC INT. AT E. END W. ORCHARD DR.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1180
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1181Monument ID: Other Reference ID:
Site Description: ORCHARD & CENTER OF CULDESAC
RIGHT-OF-WAY CULDESAC CENTERCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
100.3530
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT CULDESAC CENTER AT E. END W. ORCHARD DR.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK AT CULDESAC RAD PT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1181
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1198Monument ID: Other Reference ID:
Site Description: N GARDEN ST & E LAUREL ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
138.9160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT GARDEN & LAURELPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1198
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1208Monument ID: Other Reference ID:
Site Description: PATTON & ILLINOIS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.3940
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. ILLINOIS ST & PATTON ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1208
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1209Monument ID: Other Reference ID:
Site Description: PATTON & MARYLAND
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
71.2240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. MARYLAND ST & PATTON ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1209
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1211Monument ID: Other Reference ID:
Site Description: PATTON & NEQUALICUM
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
71.2070
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. NEQUALICUM AVE & PATTON ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1211
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1235Monument ID: Other Reference ID:
Site Description: PACIFIC & KENTUCKY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
61.0520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT PACIFIC & KENTUCKYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 4Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1235
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1237Monument ID: Other Reference ID:
Site Description: PACIFIC & CAROLINA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
80.0380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT PACIFIC & CAROLINAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 5Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1237
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1238Monument ID: Other Reference ID:
Site Description: PACIFIC & TEXAS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
92.5300
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS NAD83/98 MON INT PACIFIC & TEXASPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 5Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1238
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1308Monument ID: Other Reference ID:
Site Description: SQUALICUM & PT E/O ELLIS AT LEVIN LN
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
153.6490
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (PT) AT CL SQUALICUM PKWY NEAR INT. W/ LEVIN LNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/02/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND BRASS DISK IN CONC ON CL SQUALICUM AT EXT OF CL LEVIN LN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1308
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1323Monument ID: Other Reference ID:
Site Description: ST. CLAIR & KENTUCKY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
220.7250
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ST.CLAIR & KENTUCKYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 43Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1323
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1338Monument ID: Other Reference ID:
Site Description: MORRIS & I
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
108.4920
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. MORRIS ST & "I" STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1338
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1354Monument ID: Other Reference ID:
Site Description: 32ND ST & ADAMS AVE TO W
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
194.3200
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 32ND & ADAMSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1354
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1384Monument ID: Other Reference ID:
Site Description: JAMES & MCLEOD
SECTION QUARTER CORNERCorner Type:1/4 CORNER SECTION 17/18 T38N R3E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
161.2110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. JAMES ST & E. MCLEOD RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL MARK SET FLUSH IN CONC AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1384
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1402Monument ID: Other Reference ID:
Site Description: WOBURN & TEXAS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
104.3390
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS NAD83/98 MON INT TEXAS & WOBURNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 64Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1402
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1411Monument ID: Other Reference ID:
Site Description: WASHINGTON & UTTER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
73.5800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. WASHINGTON ST & UTTER STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1411
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1412Monument ID: Other Reference ID:
Site Description: WASHINGTON & WILLIAMS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
73.3260
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. WASHINGTON ST & WILLIAMS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1412
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1421Monument ID: Other Reference ID:
Site Description: XENIA & TEXAS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
112.3690
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT TEXAS & XENIAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 64Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1421
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1433Monument ID: Other Reference ID:
Site Description: YEW & CAROLINA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
116.3960
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT YEW & CAROLINAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 13Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS SURFACE MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1433
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1462Monument ID: Other Reference ID:
Site Description: CORNWALL & NEW
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
69.8820
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT CORNWALL & NEW (NOT IRVING)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 30Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT CL INT CORNWALL & NEW. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1462
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1463Monument ID: Other Reference ID:
Site Description: CORNWALL & KENTUCKY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
74.7240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT CORNWALL & KENTUCKYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 30Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1463
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1496Monument ID: Other Reference ID:
Site Description: E MAPLE ST & INDIAN ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
185.7760
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT MAPLE & INDIANPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 14Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1496
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1518Monument ID: Other Reference ID:
Site Description: HARRIS AV & 14TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
119.1200
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT HARRIS & 14THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1518
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1525Monument ID: Other Reference ID:
Site Description: ELLIS & POTTER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
129.0020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ELLIS & POTTERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 17Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1525
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1549Monument ID: Other Reference ID:
Site Description: 10TH ST & BENNETT AV
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
49.7910
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BENNETT & 10THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1549
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1566Monument ID: Other Reference ID:
Site Description: WOODSTOCK & JAMES 100 FT E OF STREET INTERSECTION
SECTION CORNERCorner Type:CORNER SECTIONS 17/18/19/20 T38N R3E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
130.9270
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (SEC CNR) 100' E OF INT JAMES ST & WOODSTOCK WAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND SECTION CORNER 2 INCH BRASS DISK FLUSH IN CONC 100 FT E OF STREET INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1566
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1630Monument ID: Other Reference ID:
Site Description: VIRGINIA & HUMBOLT
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
78.8470
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VIRGINIA & HUMBOLTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 37Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS MON AT INT.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1630
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1693Monument ID: Other Reference ID:
Site Description: BILL MCDONALD PARKWAY (21ST) & W COLLEGE WAY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
311.6840
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP AT BILL MCDONALD PARKWAY (21ST) & W. COLLEGE WAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP. USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1693
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1757Monument ID: Other Reference ID:
Site Description: WILSON AV & 17TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
134.5620
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT WILSON & 17THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1757
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1761Monument ID: Other Reference ID:
Site Description: FERRY & EAST LINE OF LYLE DLC, NEAR BILL MCDONALD PKWY
DONATION LAND CLAIMCorner Type:AT E LINE LYSLE DLC
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
298.2470
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP AT FERRY & EAST LINE OF LYLE DLC, NEAR BILL MCDONALD PARKWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP. USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1761
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1857Monument ID: Other Reference ID:
Site Description: NORTHWEST & BIRCHWOOD AVE EAST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
85.9060
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT BIRCHWOOD AVE & NORTHWEST AVE.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN 1X1 FT CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1857
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1863Monument ID: Other Reference ID:
Site Description: WILSON AV & 22ND ST (SOUTH)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
106.9330
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT WILSON & 22NDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1863
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1882Monument ID: Other Reference ID:
Site Description: CEDARWOOD & PC S OF BIRCHWOOD
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
83.8570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN NE-BOUND LANE CEDARWOOD AVE NEAR HOUSE #2520Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC IN NE BOUND LANE. OPPOSITE PP #465089-159902. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1882
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1891Monument ID: Other Reference ID:
Site Description: LINDBERG & W R/W NOME
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
69.3210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. NEQUALICUM AVE & LINDBERGH AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1891
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1925Monument ID: Other Reference ID:
Site Description: IVY ST & N STATE ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
71.9660
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT N.STATE & IVYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 2Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1925
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1941Monument ID: Other Reference ID:
Site Description: 11TH ST & LARRABEE AV
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.4580
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT LARRABEE & 11THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1941
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1943Monument ID: Other Reference ID:
Site Description: HARRIS AVE & 9TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
27.6050
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT HARRIS & 9THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1943
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1957Monument ID: Other Reference ID:
Site Description: WILSON AVE & 20TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
108.1080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT WILSON & 20THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1957
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1962Monument ID: Other Reference ID:
Site Description: 32ND & FIELDING
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
198.6440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT FIELDING & 32NDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1962
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
1963Monument ID: Other Reference ID:
Site Description: 32ND ST& MILL AVEHOUSE # 1129
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
187.9430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT MILL AND 32NDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 1963
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2035Monument ID: Other Reference ID:
Site Description: E MAPLE ST & HIGH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
189.0990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT HIGH & E. MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2035
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
189.1010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT HIGH & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 13Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2035
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
189.0990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT HIGH & E. MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2035
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
189.1010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT HIGH & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 13Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2035
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2071Monument ID: Other Reference ID:
Site Description: E LAUREL ST & N STATE ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
75.3660
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT E. LAUREL & N. STATEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2071
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
75.3650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT N.STATE & LAURELPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 2Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2071
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
75.3660
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT E. LAUREL & N. STATEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2071
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
75.3650
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT N.STATE & LAURELPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 2Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2071
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2078Monument ID: Other Reference ID:
Site Description: ERIE & NIAGARA
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
268.8170
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT ERIE & IOWA DRIVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 41Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2078
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2229Monument ID: Other Reference ID:
Site Description: 18TH & MILL
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
168.1020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 18TH & MILLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2229
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2268Monument ID: Other Reference ID:
Site Description: 35TH ST & BYRON AVE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
200.8350
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 35TH & BYRONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2268
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2271Monument ID: Other Reference ID:
Site Description: TELEGRAPH & MCLEOD
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
117.1160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. E. MCLEOD RD & TELEGRAPH RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH BRASS BRAD SET IN CASE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2271
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2274Monument ID: Other Reference ID:
Site Description: MAPLEWOOD & ALDERWOOD (E)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
106.6580
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. MAPLEWOOD AVE & ALDERWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2274
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2291Monument ID: Other Reference ID:
Site Description: 21ST & TAYLOR
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
254.7880
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 21ST & TAYLORPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2291
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2325Monument ID: Other Reference ID:
Site Description: MCLEOD & HOME RDWEST 1/4 13-38-2
SECTION QUARTER CORNERCorner Type:1/4 CORNER SECTION 13/14 T38N T2E
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
144.5940
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (1/4 SEC CNR) IN CONC AT NE QUADR. MCLEOD RD & HOME RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND 3 INCH BD WITH DRILL HOLE STAMPED PLS #18927. 2 FT BEHIND WALK & 1.5 FT E OF HYDRANT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2325
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2334Monument ID: Other Reference ID:
Site Description: ORCHARD & JAMES
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
117.1700
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. JAMES ST & E. ORCHARD DRVPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS MON WITH DRILL MARK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2334
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2361Monument ID: Other Reference ID:
Site Description: RHODODENDRON & VINING
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
350.8550
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT VINING & RHODODENDRON WAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 52Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT IN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2361
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2438Monument ID: Other Reference ID:
Site Description: 12TH ST & FILLMORE AVE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
111.3950
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 12TH & FILLMOREPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2438
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2545Monument ID: Other Reference ID:
Site Description: N STATE ST & BERRY ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
72.8700
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT N.STATE & BERRYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
ELEVATION NO LONGER VALID. FB918-6 PG. 2
Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:USED FOR DATUM MODERNIZATION TO NAVD88Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2545
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2751Monument ID: Other Reference ID:
Site Description: BIRCHWOOD & SQUALICUM PC#2
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
102.3820
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (PC) IN CL BIRCHWOOD AVE, W. OF SQUALICUM PKWYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2751
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2765Monument ID: Other Reference ID:
Site Description: BIRCHWOOD PT#1 APPROX 150 FT E OF MERIDIAN AND 75 FT W OF RR TRACKS
RIGHT-OF-WAY PTCorner Type:PC 150 FT +- E OF MERIDIAN
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
89.8740
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON 150' E. OF INT. BIRCHWOOD AVE & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2765
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2950Monument ID: Other Reference ID:
Site Description: E MAPLE ST & JERSEY ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
192.2710
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-MON IN CASE INT MAPLE &JERSEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 14Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND CASED CONC MON WITH COPPER PEG. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2950
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2957Monument ID: Other Reference ID:
Site Description: NORTH & MERIDIAN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
79.7330
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. NORTH ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2957
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
2987Monument ID: Other Reference ID:
Site Description: LAFAYETTE & W MARYLAND
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
75.2380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. LAFAYETTE ST & MARYLAND ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 2987
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3016Monument ID: Other Reference ID:
Site Description: SQUALICUM PARKWAY PI E OF NORTHWEST AVE BRIDGE
RIGHT-OF-WAY PICorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
58.5250
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT CL SQUALICUM PKWY, APPROX. 220' E. OF NORTHWEST AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3016
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3021Monument ID: Other Reference ID:
Site Description: E MAPLEWOOD W OF MERIDIAN
RIGHT-OF-WAY PICorner Type:Corner Description:
CASED MONMonument Type:
RECOVERY REPORT
93.7290
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON AT INT. E. MAPLEWOOD AVE & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND TACK SET IN MON IN CASE AT CL MAPLEWOOD & 3+- FT W OF MERIDIAN PAVEMENT EDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3021
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3032Monument ID: DH3744 DONOVANOther Reference ID:
Site Description: MONUMENT SET IN GRASS AREA OVERLOOKING POST POINT TREATMENT PLANT. S/W OF THE INTERSECTION OF 4TH AND DONOVAN.
CADASTRAL SURVEY REFERENCE POINT NGSCorner Type:NGS DH3744 DONOVAN
Corner Description:CASED MONMonument Type:
RECOVERY REPORT
57.4210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (DONOVAN) SW OF INTERSECTION AT DONOVAN & 4THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND CASED MON DONOVAN SW OF INT AT DONOVAN & 4TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3032
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3035Monument ID: DH3749 BLOEDELOther Reference ID:
Site Description: MONUMENT SET IN SOCCER/BASEBALL FIELD IN BLOEDEL DONOVAN PARK 45' EAST OF TRAIL THAT RUNS ALONG ELECTRIC AVE.
CADASTRAL SURVEY REFERENCE POINT NGSCorner Type:NGS DH3749 BLOEDEL
Corner Description:CASED MONMonument Type:
RECOVERY REPORT
326.0340
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS NAD83/98 HARN BLOEDELPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 27Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NGS DH3749 BLOEDEL MON IN SOCCER/BASEBALL FIELD AT BLOEDEL DONOVAN PARK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3035
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3237Monument ID: WSDOT GP 37005-87
Other Reference ID:
Site Description: SUNSET & E OF I-5 OVERPASS IN N SHOULDER
TRAVERSE POINTCorner Type:WSDOT GP 37005-87. GPS CONTROL POINT CITY/WSDOT BD 180.05
Corner Description:CASED MONMonument Type:
RECOVERY REPORT
178.3430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED MON (WSDOT) ON N. SIDE SUNSET DRV / E. END OF I-5 OVERPASSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND BRASS DISK IN CASE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3237
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3251Monument ID: Other Reference ID:
Site Description: VINING P.I.
RIGHT-OF-WAY PICorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
328.0750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS CL VINING S. OF VIEWRIDGE RD.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 54Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS PLUG IN CONC IN NORTHBOUND LANE VINING APPROX 50 FT S OF VIEWRIDGE RD AT P.I. OF CURVE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3251
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3287Monument ID: Other Reference ID:
Site Description: MILL AVE & 16TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
165.3780
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT MILL & 16THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3287
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3309Monument ID: Other Reference ID:
Site Description: S. STATE & BEECHER
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
77.1700
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT STATE & BEECHERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3309
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3324Monument ID: Other Reference ID:
Site Description: S STATE & 14TH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
86.0780
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT STATE & 14THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3324
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3325Monument ID: Other Reference ID:
Site Description: 12TH & S STATE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
69.7520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT 12TH & STATEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3325
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3348Monument ID: Other Reference ID:
Site Description: BYRON & 39TH (N)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
221.7920
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BYRON & 39THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3348
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3397Monument ID: Other Reference ID:
Site Description: N FOREST S/O E ROSE ST
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
104.4160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT FOREST, SOUTH OF ROSEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
ELEVATION NO LONGER VALID. FB 918-11
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3397
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3422Monument ID: Other Reference ID:
Site Description: BILL MCDONALD PKWY & 25TH ST ROW/WEST
RIGHT-OF-WAY BOUNDARYCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
243.7820
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BILL MCDONALD PKWY & WEST ROW OF 25THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
ELEVATION NO LONGER VALID. FB 918-11
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BILL MCDONALD PKWY & W ROW 25TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3422
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3477Monument ID: Other Reference ID:
Site Description: PEABODY & W ILLINOIS AT NE CORNER
BENCH MARKCorner Type:TBM - SPIKE IN UTILITY POLE
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
84.2030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
60d NAIL IN PP AT NE QUADR. W. ILLINOIS ST & PEABODY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND 60D SPIKE IN S FACE PP AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3477
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3481Monument ID: Other Reference ID:
Site Description: MERIDIAN & E VICTOR AT NE CORNER
BENCH MARKCorner Type:TBM - X ON SE BOLT OF LIGHT POLE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
93.2200
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SE BOLT LIGHT BASE AT NE QUADR. E. VICTOR ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND SE BOLT ON LIGHT BASE AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3481
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3491Monument ID: Other Reference ID:
Site Description: BIRCH & LAKEWAY AT NE CORNER
BENCH MARKCorner Type:TBM - X ON SW CORNER FIRST STEP RESIDENCE #1400 BIRCH
Corner Description:STEPMonument Type:
RECOVERY REPORT
355.6600
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR CONC. STEP RES. #1400 LAKEWAY/BIRCHPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 22Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER OF 1ST CONC STEP TO RES #1400 BIRCH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3491
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3493Monument ID: Other Reference ID:
Site Description: LAKEWAY DR & RAYMOND ST AT SW CORNER
BENCH MARKCorner Type:TBM - X ON NW CORNER FIRST CONC STEP OF RESIDENCE #3326 LAKEWAY
Corner Description:STEPMonument Type:
RECOVERY REPORT
344.5430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NW COR CONC. STEP RES. #3326 LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 21Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NW CORNER 1ST CONC STEP OF RES #3326 LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3493
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3494Monument ID: Other Reference ID:
Site Description: LAKE WHATCOM CONTROL DAM W OF ELECTRIC AVE
BENCH MARKCorner Type:BM ON E END OF DAM
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
321.0150
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS LAKE WHATCOM FLOOD CONTROL DAMPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 62Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BM 0.5 FT W OF FENCE AT N SIDE WALKWAY TO FLOOD CONTROL DAM. PARTIALLY COVERED BY RAIL PIST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3494
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3495Monument ID: Other Reference ID:
Site Description: ELECTRIC & IDAHO AT NE CORNER
BENCH MARKCorner Type:TBM - SW CORNER MIDDLE STEP AT W END WALK NEAR HEDGE OF RES #1726 ELECTRIC
Corner Description:STEPMonument Type:
RECOVERY REPORT
349.5020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR CONC. STEP RES #1726 ELECTRICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 24Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER MIDDLE CONC STEP AT W END WALK RES #1726 ELECTRIC. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3495
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3496Monument ID: Other Reference ID:
Site Description: ELECTRIC & OHIO AT NE CORNER
BENCH MARKCorner Type:TBM - SW CORNER OF CONC PATIO AT RES #1910 ELECTRIC AVE
Corner Description:Monument Type:
RECOVERY REPORT
346.3810
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR CONC. PATIO RES. #1910 ELECTRICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 25Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER CONC PATIO AT RES #1910 ELECTRIC AVE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3496
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3497Monument ID: Other Reference ID:
Site Description: ELECTRIC AVE
BENCH MARKCorner Type:TBM - NE CORNER CONC LANDING AT BOTTOM OF STAIRS AT RES #2107 ELECTRIC
Corner Description:Monument Type:
RECOVERY REPORT
328.4010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NE COR CONC. STEP RES. #2107 ELECTRICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 26Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NE CORNER CONC LANDING AT BOTTOM OF STAIRS AT RES #2107 ELECTRIC AVE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3497
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3498Monument ID: Other Reference ID:
Site Description: ELECTRIC AVE
BENCH MARKCorner Type:TBM - NE CORNER OF BOTTOM STEP AT RES #2323 ELECTRIC AVE
Corner Description:STEPMonument Type:
RECOVERY REPORT
316.8070
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NE COR CONC. STEP RES. #2323 ELECTRICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 27Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NE CORNER OF BOTTOM CONC STEP AT RES #2323 ELECTRIC AVE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3498
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3500Monument ID: Other Reference ID:
Site Description: HENRY & W NORTH AT NE CORNER
BENCH MARKCorner Type:TBM - RR SPIKE IN W FACE OF PP#464802-159920, NE QUAD HENRY & W NORTH
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
78.2910
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT NE QUADR. W. NORTH ST & HENRY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN W FACE PP #464802-159920 AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3500
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3502Monument ID: Other Reference ID:
Site Description: WALNUT & WASHINGTON AT NW CORNER
BENCH MARKCorner Type:TBM - RR SPIKE IN TP
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
75.2990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT NW QUADR. WASHINGTON ST & WALNUT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN SE FACE PP AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3502
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3504Monument ID: Other Reference ID:
Site Description: ELIZABETH & BROADWAY AT NW CORNER
BENCH MARKCorner Type:TBM - JEEP GEAR IN PP
Corner Description:Monument Type:
RECOVERY REPORT
70.8840
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT W. QUADR. ELIZABETH ST & BROADWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN PP #464600-160077. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3504
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3506Monument ID: Other Reference ID:
Site Description: WALNUT & JEFFERSON AT NE CORNER
BENCH MARKCorner Type:TBM - RR SPIKE IN WOOD LIGHT POLE
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
77.6850
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT NE QUADR. JEFFERSON ST & WALNUT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN W SIDE LIGHT POLE AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3506
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3508Monument ID: Other Reference ID:
Site Description: WALNUT & W ILLINOIS AT NW CORNER
BENCH MARKCorner Type:TBM - SPIKE IN PPCorner Description:
NAILMonument Type:
RECOVERY REPORT
81.8110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
60d SPIKE IN PP AT NW QUADR. W. ILLINOIS ST & WALNUT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PAUL WALLER JR.Surveyor:
01/06/2009Recovery Date:
OKCondition:FOUND 60D SPIKE 0.3 FT A.G. IN SE FACE PP #464937-160031 AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3508
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3510Monument ID: Other Reference ID:
Site Description: ELDRIDGE NEAR RES #2817
BENCH MARKCorner Type:TBM - GIN SPIKE SET IN PP ON S SIDE ELDRIDGE AVE BETWEEN RES # 2817 & # 2813
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
68.1750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP ON SW SIDE ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN NE FACE PP AT SW SIDE ELDRIDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3510
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3511Monument ID: Other Reference ID:
Site Description: ELDRIDGE & WEST AT NW COR
BENCH MARKCorner Type:TBM - GIN SPIKE FND IN PP
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
69.5890
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT N. QUADR. WEST ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN N FACE PP464650-159834 AT N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3511
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3512Monument ID: Other Reference ID:
Site Description: ELDRIDGE & LYNN AT SW CORNER
BENCH MARKCorner Type:TBM - RR SPIKE IN PP
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
70.6930
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT SW QUADR. LYNN ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN NE FACE PP 464620-159884 AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3512
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3513Monument ID: Other Reference ID:
Site Description: ELDRIDGE & VICTOR AT SW COR
BENCH MARKCorner Type:TBM - GIN SPIKE IN PP
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
68.7090
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT SW QUADR. VICTOR ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOIND COTTON GIN SPIKE IN NE FACE PP #464594-159935 AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3513
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3514Monument ID: Other Reference ID:
Site Description: ELDRIDGE & UTTER AT NW COR
BENCH MARKCorner Type:TBM - GIN SPIKE IN PP
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
65.8210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT N. QUADR.UTTER ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN S FACE PP AT N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3514
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3520Monument ID: Other Reference ID:
Site Description: LINCOLN ST AT CARL COZIER SCHOOL
BENCH MARKCorner Type:TBM - TOP OF NW CORNER BOTTOM STAIR, LINCOLN ST ENTRANCE TO CARL COZIER ELEM.
Corner Description:STEPMonument Type:
RECOVERY REPORT
149.2010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NW COR LOWEST CONC STEP CARL COZIER SCHOOLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 15Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NW COR CONC STEPS OF CARL COZIER ELEMENTARY SCHOOL, 4 FT BACK OF WALK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3520
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3521Monument ID: Other Reference ID:
Site Description: LINCOLN S OF LAKEWAY
BENCH MARKCorner Type:TBM - NE COR CONC SLAB OF BUS STOP (IN FRONT OF DRY CLEANERS) ON E SIDE OF LINCOLN
Corner Description:SLABMonument Type:
RECOVERY REPORT
161.9810
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
NE COR OF SLAB AT BUS STOP, E SIDE OF LINCOLN, S. OF LAKEWAY BY CLEANERSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND NE COR OF SLAB AT BUS STOP, E SIDE OF LINCOLN, S OF LAKEWAY BY CLEANERS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3521
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3527Monument ID: Other Reference ID:
Site Description: IOWA ON S SIDE AT ORLEANS
BENCH MARKCorner Type:TBM - X ON NE BOLT OF LIGHT STANDARD
Corner Description:BOLTMonument Type:
RECOVERY REPORT
58.8130
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NE BOLT LIGHT STDRD IOWA WEST OF #1208Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 3Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NE BOLT ON LIGHT POLE AT S SIDE IOWA 50 FT +- W OF DRIVEWAY TO #1208. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3527
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3539Monument ID: Other Reference ID:
Site Description: MAPLE & JERSEY AT NW COR
BENCH MARKCorner Type:TBM - GIN SPIKE IN POWER POLE AT NW COR
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
191.9560
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
GIN SPIKE IN PP AT NW CORNER OF MAPLE & JERSEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND GIN SPIKE FLUSH IN SE FACE PP AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3539
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
191.9800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-GIN SPIKE P.POLE NW QUAD MAPLE & JERSEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 14Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND GIN SPIKE FLUSH IN SE FACE PP AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3539
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
191.9800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-GIN SPIKE P.POLE NW QUAD MAPLE & JERSEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 14Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND GIN SPIKE IN PP AT NW CORNER OF MAPLE & JERSEY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3539
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
191.9560
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
GIN SPIKE IN PP AT NW CORNER OF MAPLE & JERSEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND GIN SPIKE IN PP AT NW CORNER OF MAPLE & JERSEY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3539
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3546Monument ID: Other Reference ID:
Site Description: BROADWAY & FARRAGUT AT NE CORNER
BENCH MARKCorner Type:TBM - GIN SPIKE IN PP AT NE COR BROADWAY & FARRAGUT
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
75.6990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN UTIL POLE AT E. QUADR. FARRAGUT ST & BROADWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN W FACE UTILITY POLE IN E QUAD OF INTERSECTION. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3546
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3571Monument ID: Other Reference ID:
Site Description: JERSEY & NE OF CHESTNUT
BENCH MARKCorner Type:TBM - X ON MOUNTING BOLT OF LUMINAIRE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
181.4030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SCRIBED "X" ON W. BOLT OF LIGHT BASE, SE SIDE OF JERSEY, 50 NE OF CHESTNUTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND W BOLT ON LUMINAIRE 50 FT+- NE OF CHESTNUT & S OF JERSEY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3571
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
181.4030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BOLT W.BOLT LUMINAIRE NE QUAD JERSEY & CHESNUTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 15Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND W BOLT ON LUMINAIRE 50 FT+- NE OF CHESTNUT & S OF JERSEY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3571
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
181.4030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SCRIBED "X" ON W. BOLT OF LIGHT BASE, SE SIDE OF JERSEY, 50 NE OF CHESTNUTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND SCRIBED X ON W BOLT OF LIGHT BASE, SE SIDE OF JERSEY, 50 FT NE OF CHESTNUT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3571
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
181.4030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BOLT W.BOLT LUMINAIRE NE QUAD JERSEY & CHESNUTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 15Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND SCRIBED X ON W BOLT OF LIGHT BASE, SE SIDE OF JERSEY, 50 FT NE OF CHESTNUT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3571
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3572Monument ID: Other Reference ID:
Site Description: OHIO & ELLIS AT NE CORNER
BENCH MARKCorner Type:TBM - RR SPIKE ON S SIDE OF PP
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
66.2440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-RRS P.POLE NE.QUAD OHIO & ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 32Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN S FACE PP AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3572
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3573Monument ID: Other Reference ID:
Site Description: OHIO & HUMBOLDT AT NW CORNER
BENCH MARKCorner Type:TBM - BOX CUT ON SE CORNER CONC ELEC PAD
Corner Description:BOX CUTMonument Type:
RECOVERY REPORT
68.1960
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-SCRX SE COR CONC VLT. NW OHIO & HUMBOLTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 33Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND CHISELED BOX CUT ON SE COR CONC VAULT SLAB AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3573
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3574Monument ID: Other Reference ID:
Site Description: IOWA & JAMES AT NW CORNER
BENCH MARKCorner Type:TBM - X ON NW MOUNTING BOLT OF SIGNAL LIGHT
Corner Description:BPLTMonument Type:
RECOVERY REPORT
64.5570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BOLT LUM NW.QUAD JAMES & IOWAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 39Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND NW BOLT OF SIGNAL STANDARD AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3574
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3575Monument ID: Other Reference ID:
Site Description: IOWA, W OF MOORE
BENCH MARKCorner Type:TBM - X ON NE BOLT OF LIGHT POLE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
58.5450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NE BOLT LIGHT POLE IOWA WEST OF MOOREPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 2Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NE BOLT OF LIGHT POLE ON S SSIDE IOWA 150 FT W OF MOORE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3575
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3576Monument ID: Other Reference ID:
Site Description: MEADOR & I-5
BENCH MARKCorner Type:TBM - X ON SW BOLT OF LIGHT STANDARD
Corner Description:BOLTMonument Type:
RECOVERY REPORT
64.8220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT LIGHT STDRD MEADOR 50' N. OF I-5Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 11Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW BOLT ON LIGHT STANDARD ON N SIDE MEADOR AT I-5. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3576
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3579Monument ID: Other Reference ID:
Site Description: ALABAMA & XENIA AT NE CORNER
BENCH MARKCorner Type:TBM - TOP OF BOLT, S FACE PP
Corner Description:BOLTMonument Type:
RECOVERY REPORT
120.3160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM BOLT S.FACE PWR.POLE NE QUAD ALABAMA & XENIAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 14Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND TOP OF BOLT AT S FACE UP AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3579
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3600Monument ID: Other Reference ID:
Site Description: ALABAMA & WOBURN AT SW CORNER
BENCH MARKCorner Type:TBM - TOP OF NE BOLT OF TRAFFIC SIGNAL POLE AT SW CORNER ALABAMA &
Corner Description:BOLTMonument Type:
RECOVERY REPORT
117.7630
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NE BOLT SIGNAL STDRD SW QUAD ALABAMA& WOBURNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 14Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND TOP OF NE BOLT OF SIGNAL POLE AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3600
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3696Monument ID: Other Reference ID:
Site Description: OLD FAIRHAVEN PKWY AT 24TH ON S RW
RIGHT-OF-WAY BOUNDARYCorner Type:POC ON S RWCorner Description:
BRASS MONMonument Type:
RECOVERY REPORT
113.6330
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT FAIRHAVEN PKWY & 24TH ST SOUTH ROWPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT FAIRHAVEN PKWY & 24TH S ROW. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3696
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3812Monument ID: Other Reference ID:
Site Description: MERIDIAN & MCLEOD IN TRAFFIC ISLAND
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY WILSON ENGINEERING FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
106.8460
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
ALUM MON IN CENTER ISLAND AT INT. MERIDIAN ST / MCLEOD RD / I-5 ON-RAMPPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH ALUMINUM DISK IN ASPHALT CURB ISLAND. MON IS LEANING, SHOT HIGH POINT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3812
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3824Monument ID: Other Reference ID:
Site Description: NORTHWEST & SE OF MCLEOD
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY WILSON ENGINEERING FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
129.4260
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
ALUM. MON ON W. SIDE NORTHWEST AVE, APPROX 75' S. OF MCLEOD RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND 2 INCH ALUMINUM DISK WITH DRILL HOLE AT W SIDE NORTHWEST AVE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3824
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3945Monument ID: Other Reference ID:
Site Description: KENTUCKY E OF YEW
RIGHT-OF-WAY CULDESAC INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
166.3160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS KENTUCKY CUL-DE-SAC (NORTH OF TWO MONS.)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 45Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON IN CULDESAC OF KENTUCKY ST (NLY OF 2 MONS). USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3945
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3947Monument ID: Other Reference ID:
Site Description: BIRCH AT E & W BIRCH
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
343.1760
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT BIRCH/E.BIRCH/W.BIRCHPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 48Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INT BIRCH ST WITH E. BIRCH & W. BIRCH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3947
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3954Monument ID: Other Reference ID:
Site Description: BIRCH CIRCLE
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
339.0440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS PC MON SW OF ROUNDABOUT BIRCH CIRCLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 49Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT PC BIRCH CIRCLE APPROX 65 FT SW OF ROUNDABOUT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3954
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
3959Monument ID: Other Reference ID:
Site Description: BIRCH CIRCLE
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
357.5430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS PT MON BIRCH CIRCLE @ D/WAY TO 2102-2148Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 50Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT PT BIRCH CIRCLE AT SE CORNER, ADJACENT TO DRIVEWAY TO #2102-2148. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 3959
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4043Monument ID: Other Reference ID:
Site Description: FIRST BRASS MON EAST OF RACINE ON FRASER
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
69.7370
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS R-of-W PC CL FRASERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 23Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT FRASER PC 50 FT W OF CREEK CROSSING. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4043
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4046Monument ID: Other Reference ID:
Site Description: FOURTH BRASS MON EAST OF RACINE ON FRASER
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
70.4340
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS R-of-W PT CL FRASERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 24Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT FRASER CL PT APPROX 50 FT W OF END OF SIDEWALK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4046
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4049Monument ID: Other Reference ID:
Site Description: SEVENTH BRASS MON EAST OF RACINE ON FRASER
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
76.9150
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS R-of-W PC CL FRASERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 24Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT PC FRASER APPROX 100 FT E TO DW TO REGENCY PARK APTS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4049
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4116Monument ID: Other Reference ID:
Site Description: OLD LAKEWAY
RIGHT-OF-WAY POCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
283.5600
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT XENIA & OLD LAKEWAY ALIGNMENT (NE OF 2 MONS.)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 6Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SHOT HIGH SIDE OF MON (NELY OF 2 MONS). USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4116
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4164Monument ID: Other Reference ID:
Site Description: LAKEWAY & CLEARBROOK
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
291.3890
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS INT LAKEWAY & CLEARBROOK DR.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 19Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS SURFACE MON AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4164
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4243Monument ID: Other Reference ID:
Site Description: LAKE CREST DR. PT MON WEST OF PLAT LINE MON
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
357.2810
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS PT MON LAKECREST DR. W. OF CL CUL-DE-SAC (W. OF TWO MONS.)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 51Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BRASS MON AT CL PT APPROX 65 FT FROM CULDESAC CENTER, AND 25 FT W OF OTHER MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4243
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4244Monument ID: PRIMAL BENCHMARK
Other Reference ID:
Site Description: N FOREST & ROSE AT N CORNER
BENCH MARKCorner Type:PRIMAL BENCH MARK - CITY DATUM DESIGNATED BY BMC 1.12.010 AND 1.12.020 AT THE SE
Corner Description:IRON PIPEMonument Type:
RECOVERY REPORT
103.7140
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-IRON BAR PRIMALPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 2Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:FOUND TWO 1 INCH IRON RODS IN CASE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4244
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
103.7110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED IP MON AT NORTH CORNER OF FOREST & ROSEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
01/26/2009Recovery Date:
OKCondition:FOUND TWO 1 INCH IRON RODS IN CASE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4244
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
103.7110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
CASED IP MON AT NORTH CORNER OF FOREST & ROSEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND IP MON AT N CORNER OF FOREST & ROSE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4244
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
103.7140
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-IRON BAR PRIMALPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 2Comments:
Horizontal Calc Date: 01/26/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND IP MON AT N CORNER OF FOREST & ROSE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4244
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4256Monument ID: Other Reference ID:
Site Description: YEW & TEXAS AT SE CORNER
BENCH MARKCorner Type:TBM Y-1 - RR SPIKE 1FT UP W FACE OF PP AT SE QUAD YEW & TEXAS
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
120.4710
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM RRSPK PWR.POLE SE QUAD TEXAS & YEWPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 13Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND RR SPIKE 1 FT UP ON W FACE PP AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4256
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4261Monument ID: Other Reference ID:
Site Description: ALABAMA & ONTARIO AT SE CORNER
BENCH MARKCorner Type:TBM O-1 - TOP SW BOLT AT LIGHT POLE IN SE QUAD ALABAMA & ONTARIO
Corner Description:BOLTMonument Type:
RECOVERY REPORT
140.9120
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT LIGHT STDRD SE.QUAD ONTARIO & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 37Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW BOLT OF STREET LIGHT AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4261
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4268Monument ID: Other Reference ID:
Site Description: HARRIS AVE W OF 8TH
BENCH MARKCorner Type:BM - BRASS PLUG IN PARAPET ON BOX CULVERT OVER PADDEN CREEK ON S SIDE
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
14.9620
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS DOMED MON IN CULVERT HEADWALL AT HARRIS & 8THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS DOMED MON IN CULVERT HEADWALL AT HARRIS & 8TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4268
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4454Monument ID: BEL-030Other Reference ID:
Site Description: ELLIS & OHIO AT SW CORNER
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT FOR NAD 83/98 CONTROL NETWORK
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
64.8500
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-ADS ALUM. DISK BEL030 OHIO & ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 32Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND 1.5 INCH ALUMINUM CAP BEL030 AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4454
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4455Monument ID: BEL-035Other Reference ID:
Site Description: LYLE & E ILLINOIS AT SE CORNER
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT USED FOR NAD 83/98 CONTROL NETWORK
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
147.2980
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
ALUM CAP IN SIDEWALK AT SE QUADR. ILLINOIS ST & LYLE STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND ALUM CAP SET IN CONC SIDEWALK MARKED BEL-035 IN SE QUAD, USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4455
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4459Monument ID: WDOT BM37005-1Other Reference ID:
Site Description: BAKERVIEW BRIDGE OVER I-5
BENCH MARKCorner Type:WDOT BM37005-1 1993
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
198.1390
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (WSDOT) ON VIADUCT OVER INTERSTATE-5 AT BAKERVIEW RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 WSDOT MonComments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND BD SET IN CONC FLUSH WITH ROADWAY ON N SIDE BAKERVIEW AT NW QUAD OF BRIDGE & 4.5 FT+- N OF FOGLINE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4459
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4460Monument ID: Other Reference ID:
Site Description: JAMES ST PT N OF SUNSET
RIGHT-OF-WAY PTCorner Type:Corner Description:
IRON PIPEMonument Type:
RECOVERY REPORT
163.7430
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
IRON PIPE IN CASE AT ROW PT JAMES STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND IP IN CASE WITH INVERTED NAIL. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4460
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4469Monument ID: Other Reference ID:
Site Description: 12TH & MCKENZIE AT E SIDE
BENCH MARKCorner Type:TBMCorner Description:
HYDRANTMonument Type:
RECOVERY REPORT
97.0630
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
FIRE HYDRANT AT 12TH ST SOUTH OF MCKENZIEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND FIRE HYDRANT AT 12TH ST S OF MCKENZIE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4469
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4470Monument ID: Other Reference ID:
Site Description: OLD FAIRHAVEN PKWY & 30TH AT SE CORNER
BENCH MARKCorner Type:TBM - FILED X ON SE BOLT ON SIG POLE BASE AT SE CORNER
Corner Description:BOLTMonument Type:
RECOVERY REPORT
139.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SCRIBED "X" BOLT OF SIGNAL POLE AT 30TH & FAIRHAVEN PKWYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND SCRIBED X BOLT OF SIGNAL POLE AT 30TH & OLD FAIRHAVEN PKWY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4470
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4481Monument ID: Other Reference ID:
Site Description: LAKEWAY & ELECTRIC IN SIDEWALK AT NE QUAD
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY LARRY STEELE & ASSOC. FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
342.7180
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-ADS NAD83/98 MON ELECTRIC & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 21Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND ALUMINUM REF MON IN SIDEWALK AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4481
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4482Monument ID: Other Reference ID:
Site Description: NEAR OLD WOBURN & YEW IN SIDEWALK
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY LARRY STEELE & ASSOC. FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
198.8250
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-ADS NAD83/98 MON OLD WOBURN & WOBURN/YEWPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 9Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND ALUMINUM REF MON AT OLD WOBURN & YEW. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4482
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4483Monument ID: Other Reference ID:
Site Description: LAKEWAY & PUGET IN SIDEWALK AT NW CORNER
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY LARRY STEELE & ASSOC. FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
192.0690
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-ADS NAD83/98 MON NW QUAD PUGET & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 42Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND REF MON AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4483
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4490Monument ID: Other Reference ID:
Site Description: YEW NEAR P.I. S OF HILLSIDE LN BEHIND CURB ON E SIDE
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY LARRY STEELE & ASSOC. FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
146.6310
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-ADS NAD83/98 MON YEW S. OF HILLSIDE LN.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 12Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND ALUMINUM REF MON BEHIND CURB ON E SIDE YEW, S OF HILLSIDE LN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4490
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4494Monument ID: Other Reference ID:
Site Description: COOLIDGE S OF SQUALICUM PKWY
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
140.9580
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (PC) IN CL COOLIDGE WAY APPROX. 120' S. OF SQUALICUM PKWYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 3 INCH BRASS DISK AT CL COOLIDGE & 120 FT S OF SQUALICUM PKWY. E OF RES #3145. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4494
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4495Monument ID: Other Reference ID:
Site Description: SQUALICUM PARKWAY 2ND PC E OF ELLIS
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
154.3520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (PC) AT CL SQUALICUM PKWY APPROX. 120' E. OF LEVIN LNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK IN CONC ON SQUALICUM PKWY 120 +- FT E OF LEVIN LN.USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4495
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4496Monument ID: Other Reference ID:
Site Description: IOWA & WOBURN YEW IN SIDEWALK AT SW COR
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MONUMENT SET BY LARRY STEELE & ASSOC. FOR NAD 83/98 CONTROL
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
93.1240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-ADS NAD83/98 MON SW QUAD IOWA & WOBURNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 31Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND 2 INCH ALUMINUM CAP IN SIDEWALK AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4496
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4685Monument ID: Other Reference ID:
Site Description: RR SPIKE IN PP B-4, CL-T, 4/2 AT THE SW'LY COR. OF INT. OF STATE & 11TH BY RIPTIDE.
BENCH MARKCorner Type:Corner Description:
RAILROAD SPIKEMonument Type:
RECOVERY REPORT
68.4910
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP BY RIPTIDE ON 11THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN PP BY RIPTIDE ON 11TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4685
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4686Monument ID: Other Reference ID:
Site Description: TOP OF SW'LY BOLT OF SIGNAL TRAFFIC POLE BASE AT THE NE'LY COR OF 12TH & HARRIS.
BENCH MARKCorner Type:Corner Description:
BOLTMonument Type:
RECOVERY REPORT
89.4770
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BOLT ON TRAFFIC POLE AT 12TH & HARRISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BOLT ON TRAFFIC POLE AT 12TH & HARRIS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4686
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4687Monument ID: Other Reference ID:
Site Description: BRASS CAP IN PARAPET OF CONCRETE CULVERT @ INLET OF PADDEN CREEK E'LY OF THE NE'LY COR. INTERSECTION OF 22ND & VALLEY PKWY.
BENCH MARKCorner Type:BM 880-1-13B BRASS CAP IN PARAPET OF CONCRETE CULVERT AT INLET
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
108.7370
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP MON IN CULVERT HEADWALL, N OF FAIRHAVEN PKWY & E OF 22NDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP MON IN CULVERT HEADWALL, N OF OLD FAIRHAVEN PKWY & E OF 22ND. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4687
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4688Monument ID: Other Reference ID:
Site Description: BRASS CAP ON THE TOP OF PARAPET BETWEEN CULVERTS @ OUTLET (PADDEN CREEK) N.W'LY COR OF 30TH & OLD FAIRHAVEN PKWY.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
135.0990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP MON IN CULVERT HEADWALL, NW OF FAIRHAVEN PKWY & 30THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP MON IN CULVERT HEADWALL, NW OF OLD FAIRHAVEN PKWY & 30TH ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4688
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4689Monument ID: Other Reference ID:
Site Description: BRASS CAP ON CONC. BASE OF UNION 76 SIGN, SW'LY COR. OF BYRON & SAMISH.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
198.8300
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP IN BASE OF UNIN 76 SIGN, SW OF BYRON & SAMISH WAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN BASE OF UNION 76 SIGN, SW OF BYRON & SAMISH WAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4689
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4693Monument ID: Other Reference ID:
Site Description: SW'LY BASE BOLT OF LIGHT BASE SIGNAL POLE @ THE SW'LY COR OF THE INTERSECTION OF NORTHWEST & ILLINOIS.
BENCH MARKCorner Type:Corner Description:
BOLTMonument Type:
RECOVERY REPORT
82.1580
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SW BOLT OF LP AT SW QUADR. W. ILLINOIS ST & NORTHWEST AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND SW BOLT (UNMARKED) OF LIGHT POLE AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4693
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4697Monument ID: Other Reference ID:
Site Description: BRASS CAP IN CONC. SIDEWALK, SOUTH SIDE OF LAKEWAY DR. @ I-5 UNDERPASS BETWEEN NORTH & SOUTH LANES.
BENCH MARKCorner Type:TBM - BRONZE PLUG IN S SIDEWALK OF LAKEWAY UNDER I-5 OVERPASS
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
173.4290
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP IN SIDEWALK, SOUTH SIDE OF LAKEWAY, UNDER I-5 OVERPASSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BM IN SIDEWALK AT S SIDE LAKEWAY UNDER I-5 OVERPASS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4697
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
173.4280
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS CITY BM S.SIDE LAKEWAY @ I-5Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 18Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN SIDEWALK AT S SIDE OF LAKEWAY, UNDER I-5 OVERPASS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4697
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
173.4290
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP IN SIDEWALK, SOUTH SIDE OF LAKEWAY, UNDER I-5 OVERPASSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN SIDEWALK AT S SIDE OF LAKEWAY, UNDER I-5 OVERPASS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4697
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
173.4280
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS CITY BM S.SIDE LAKEWAY @ I-5Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 18Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND BM IN SIDEWALK AT S SIDE LAKEWAY UNDER I-5 OVERPASS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4697
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4699Monument ID: Other Reference ID:
Site Description: SW'LY COR OF SECOND CONC. STEP TO RESIDENCE 1807 LAKEWAY DR. @ THE NW'LY COR OF LAKEWAY & TOLDEDO.
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
240.1410
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR 2ND CONC STEP RES. #1807 LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 4Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER 2ND CONC STEP TO RES #1807. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4699
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4701Monument ID: Other Reference ID:
Site Description: COPPER PIN IN CONC. MON AT THE INTERSECTION OF KEARNEY & B ST.
BENCH MARKCorner Type:Corner Description:
CONCRETE MONMonument Type:
RECOVERY REPORT
84.3120
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-MON CONC. W/PIN B & KEARNEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 28Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND CONC MON WITH PIN AT INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4701
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4704Monument ID: Other Reference ID:
Site Description: SW COR OF FIRST CONC. STEP @ RES. 1113 ALABAMA ST.
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
108.4950
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR CONC STEP #1113 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 7Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER OF CONC STEP AT RES #1113 ALABAMA. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4704
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4705Monument ID: Other Reference ID:
Site Description: SW COR. OF FIRST CONC. STEP @ RES 1301 ALABAMA ST.
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
112.1320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR CONC STEP #1301 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 7Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER OF BOTTOM STEP AT RES #1301 ALABAMA. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4705
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4706Monument ID: Other Reference ID:
Site Description: NW COR. OF FIRST CONC. STEP. AT WESTERLY ENTRANCE OF RES. 1500 ALABAMA. SE CORNER ALABAMA & QUEEN)
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
107.6910
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NW COR CONC. STEP RES. #1500 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 16Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND NW CORNER 1ST CONC STEP AT WLY ENTRANCE TO RES #1500. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4706
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4707Monument ID: Other Reference ID:
Site Description: SW COR. OF FIRST CONC. STEP TO RES. 1723 ALABAMA. NEAR NW CORNER ALABAMA & TOLEDO
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
107.8740
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR CONC. STEP RES. #1723 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 16Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER OF 1ST CONC STEP TO RES #1723 ALABAMA (AT NW QUAD ALABAMA & TOLEDO)USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4707
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4708Monument ID: Other Reference ID:
Site Description: SE COR. OF FIRST CONC. STEP TO RES. 2015 ALABAMA. (NEAR NW CORNER ALABAMA & VALENCIA)
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
110.2050
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SE COR CONC. STEP RES. #2015 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 15Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SE CORNER 1ST CONC STEP TO RES #2015 ALABAMA. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4708
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4709Monument ID: Other Reference ID:
Site Description: SE COR. OF FIRST CONC. STEP TO RES. 2615 ALABAMA.
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
138.5640
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SE COR CONC. STEP RES. #2615 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 37Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SE CORNER 1ST CONC STEP TO RES #2615 ALABAMA. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4709
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4710Monument ID: Other Reference ID:
Site Description: SW COR OF FIRST CONC. STEP TO RES. 2715 ALABAMA
BENCH MARKCorner Type:Corner Description:
STEPMonument Type:
RECOVERY REPORT
153.5380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW COR. CONC. STEP RES. #2715 ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 36Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW CORNER 1ST CONC STEP TO RES #2715 ALABAMA. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4710
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4713Monument ID: Other Reference ID:
Site Description: BRASS CAP IN NE COR OF CONC. LIGHT BASE AT THE NORTH COR OF DUPONT & F.
BENCH MARKCorner Type:OLD 3 WIRE BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
67.9990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS BM IN N. QUADR. F ST & DUPONT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 1-3/8 BRASS DOME IN CONC BASE OF SIGNAL POLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4713
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4717Monument ID: Other Reference ID:
Site Description: NORTHWEST AVE & MCLEOD AT SW CORNER. LOCATED IN EASTERLY COR. OF CONC. PLANTER\SIGN FOR THE NORTHWEST BAPTIST CHURCH.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
131.0550
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS DOME BM IN CONC PLANTER WALL OUTSIDE BAPTIST CHURCH AT SW QUADR. MCLEOD RD & NORTHWEST AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND 1-1/4 INCH BRASS DOME IN NE CORNER CONC PLANTER OF CHURCH SIGN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4717
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4718Monument ID: Other Reference ID:
Site Description: BRASS CAP IN LARGE GRANITE ROCK 24' N'LY FROM THE NE'LY COR OF ABBEY IN BAYVIEW CEMETERY.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
283.3310
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM BRASS DISK IN GRANITE ROCK ABBEY @ BAYVIEW CEMETARYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 18Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND 1-1/4 INCH BRASS CAP IN 4 FT GRANITE ROCK 24 FT NELY FROM CORNER OF ABBEY AT BAYVIEW CEMETERY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4718
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
4720Monument ID: Other Reference ID:
Site Description: NORTHWEST & MCLEOD AT SW CORNER
BENCH MARKCorner Type:TBM- RR SPIKE IN N FACE U.P.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
129.9930
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP AT SW QUADR. MCLEOD RD & NORTHWEST AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN N FACE PP 0.2 FT A.G. AT SW QUAD, 0.4 FT+- W OF SIDEWALK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 4720
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5029Monument ID: Other Reference ID:
Site Description: BRASS CAP IN CONC. BASE OF LIGHT POLE N/O ALLEY @ TEXACO STATION, SE'LY OF THE INTERSECTION OF ELLIS & LAKEWAY.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
177.6380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BP IN LIGHT BASE, N. OF ALLEY AT GAS STA. ON ELLIS & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN LIGHT BASE, N OF ALLEY AT GAS STATION ON ELLIS & LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5029
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5031Monument ID: Other Reference ID:
Site Description: LAKEWAY & NEVADA AT NW CORNER
BENCH MARKCorner Type:SPIKE IN PPCorner Description:
SPIKE & WASHERMonument Type:
RECOVERY REPORT
162.3010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-NW CITY BM S/WALK N.SIDE LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 44Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SPIKE WITH WASHER IN JOINT OF SIDEWALK ON N SIDE LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5031
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5081Monument ID: Other Reference ID:
Site Description: RR SPIKE ON EAST FACE OF P.P. 462992/160121 1' ABOVE GROUND ON THE WEST SIDE OF 24TH ST, N/O FAIRHAVEN PARKWAY.
BENCH MARKCorner Type:Corner Description:
RAILROAD SPIKEMonument Type:
RECOVERY REPORT
113.8180
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP W/O 24TH & N/O FAIRHAVEN PKWYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN PP W OF 24TH & N OF OLD FAIRHAVEN PKWY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5081
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5168Monument ID: Other Reference ID:
Site Description: HALLECK & OHIO AT NE QUAD
BENCH MARKCorner Type:TBM- X ON SW BOLT OF SIGNAL LIGHT AT NE QUAD INT
Corner Description:BOLTMonument Type:
RECOVERY REPORT
63.9750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BOLT SIG.STRD NE.QUAD CORNWALL & OHIOPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 31Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND SW BOLT ON SIGNAL STANDARD AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5168
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5169Monument ID: Other Reference ID:
Site Description: B & KEARNEY AT WEST QUAD
BENCH MARKCorner Type:TBM- RR SPIKE IN S POWER POLE #464609/160411 AT W QUAD INT.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
84.3270
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-RRS P.POLE W.QUAD B & KEARNEYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 29Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN SE SIDE PP AT W QUAD INT. B & KEARNEY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5169
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5170Monument ID: Other Reference ID:
Site Description: CORNWALL & ALABAMA AT SW QUAD
BENCH MARKCorner Type:TBM- X ON SW BOLT OF SIGNAL POLE AT SW QUAD INT.
Corner Description:BOLTMonument Type:
RECOVERY REPORT
120.2070
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT SIGNAL STDRD SW QUAD CORNWALL & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 41Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND STAMPED X ON SW BOLT AT BASE OF SIG POLE IN SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5170
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
120.2100
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
"X" IN SW BOLT SIG POLE BASE AT SW QUADR. ALABAMA ST & CORNWALL AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND STAMPED X ON SW BOLT AT BASE OF SIG POLE IN SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5170
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
120.2070
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT SIGNAL STDRD SW QUAD CORNWALL & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 41Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW BOLT ON SIGNAL STANDARD AT SW QUAD INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5170
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
120.2100
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
"X" IN SW BOLT SIG POLE BASE AT SW QUADR. ALABAMA ST & CORNWALL AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW BOLT ON SIGNAL STANDARD AT SW QUAD INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5170
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5172Monument ID: Other Reference ID:
Site Description: CORNWALL & ILLINOIS AT NE QUAD
BENCH MARKCorner Type:TBM- NUT TOP ON W BOLT OF SIGNAL POLE AT NE QUAD INT.
Corner Description:BOLTMonument Type:
RECOVERY REPORT
125.6500
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
W. BOLT SIG POLE BASE AT NE QUADR. ILLINOIS ST & CORNWALL AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND W BOLT ON SIG POLE BASE AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5172
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5173Monument ID: Other Reference ID:
Site Description: CHAMPION & N STATE AT W QUAD
BENCH MARKCorner Type:TBM- X ON E BOLT OF SIGNAL POLE AT W QUAD OF INT.
Corner Description:BOLTMonument Type:
RECOVERY REPORT
69.1240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-SRB BOLT SIG.STRD NW STATE & CHAMPIONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 21Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND BOLT AT SIGNAL STANDARD AT W CORNER INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5173
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5178Monument ID: Other Reference ID:
Site Description: MERIDIAN & MARYLAND AT SE QUAD
BENCH MARKCorner Type:TBM - RR SPIKE IN NW FACE POWER POLE #464877/160185 AT SE QUAD INT
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
82.7360
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT SE QUADR MERIDIAN ST & MARYLAND STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN NW FACE PP AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5178
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5179Monument ID: Other Reference ID:
Site Description: MERIDIAN & ILLINOIS AT SW QUAD
BENCH MARKCorner Type:TBM- PUNCH ON NE BOLT OF SIGNAL STANDARD AT SW QUAD OF INT
Corner Description:BOLTMonument Type:
RECOVERY REPORT
84.3060
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
NE BOLT SIG POLE BASE AT SW QUADR. W. ILLINOIS ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND NE BOLT WITH DRILL MARK AT SIGNAL BASE IN SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5179
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5180Monument ID: Other Reference ID:
Site Description: MERIDIAN & INDIANA AT SW QUAD
BENCH MARKCorner Type:TBM- X ON NW BOLT OF LIGHT POLE AT SW QUAD INT.
Corner Description:BOLTMonument Type:
RECOVERY REPORT
86.2410
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
NW BOLT LIGHT BASE AT SW QUADR. W. INDIANA ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND NW BOLT ON LIGHT BASE AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5180
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5181Monument ID: Other Reference ID:
Site Description: ILLINOIS & ELM AT NW QUAD
BENCH MARKCorner Type:TBM- RR SPIKE IN FACE OF POWER POLE #464953/160112 AT NW QUAD INT.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
83.2160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT NW QUADR. W. ILLINOIS ST & ELM STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN E FACE PP #464935-160112 0.2 FT A.G. AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5181
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5182Monument ID: Other Reference ID:
Site Description: ILLINOIS & VALLETTE AT NW QUAD
BENCH MARKCorner Type:TBM- RR SPIKE IN S FACE OF POWER POLE #464932/160221 AT NW QUAD INT.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
84.6250
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP ON N. SIDE ILLINOIS ST / 50' W. OF VALLETTE STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN S FACE PP LOC N OF ILLINOIS & W OF VALLETTE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5182
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5184Monument ID: Other Reference ID:
Site Description: 20TH & JULIA (W)
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
126.2960
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT JULIA & 20THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5184
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5195Monument ID: Other Reference ID:
Site Description: 12TH & CHUCKANUT & PARKRIDGE & HAWTHORN & WILSON IN N END TRAFFIC ISLANDMONUMENT DESTROYED!!!
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MON SET FOR NAD 83/98 CONTROL NETWORK SURVEY
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
109.7800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
MONUMENT DESTROYED!!! ALUM. CAP IN N.END OF ISLAND AT 12TH & CHUCKANUT & PARKRIDGEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
MONUMENT DESTROYED. FB 918-11
Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND ALUMINUM CAP IN END OF ISLAND AT 12TH & CHUCKANUT & PARKRIDGE. . USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5195
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5196Monument ID: Other Reference ID:
Site Description: 30TH ST & OLD FAIRHAVEN PARKWAY AT NE CORNER
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MON SET FOR NAD 83/98 CONTROL NETWORK SURVEY
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
138.9020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
ALUM. CAP AT NE CORNER FAIRHAVEN PKWY & 30THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND ALUMINUM CAP AT NE CORNER. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5196
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5203Monument ID: TR1869Other Reference ID:
Site Description: BAYVIEW DR
TRAVERSE POINTCorner Type:NGS TR1869 BELBAY 1967
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
44.6060
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON WEST OF BAYVIEW DRPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON W OF BAYVIEW DR. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5203
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5208Monument ID: 5127Other Reference ID:
Site Description: WSDOT MON ON SAMISH OVERPASS
OTHERCorner Type:WSDOT MON GP37005-98, ID#5127
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
224.5500
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
WSDOT BP ON SAMISHWAY OVERPASSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND WSDOT BP ON SAMISH WAY OVERPASS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5208
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5250Monument ID: Other Reference ID:
Site Description: NEAR NORTHSHORE & DAKIN
BENCH MARKCorner Type:TBM - RR SPIKE IN POWER POLE
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
329.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM RRSPK PWR.POLE E.SIDE N.SHORE & DAKINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 29Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND RR SPIKE ON W FACE U.P. #464727-161754 AT E SIDE NORTHSHORE & DAKIN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5250
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5262Monument ID: Other Reference ID:
Site Description: MARINE PARK NEAR BNSF RR FENCE SW OF PARKING AREA
CADASTRAL SURVEY REFERENCE POINT 2004Corner Type:REFERENCE MON SET FOR NAD 83/98 CONTROL NETWORK 2006
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
14.2500
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
ALUM CAP IN MARINE PARK NEAR BNSF RR FENCE SW OF PARKINGPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND ALUMINUM CAP IN MARINE PARK NEAR BNSF RR FENCE SW OF PARKING. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5262
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5264Monument ID: Other Reference ID:
Site Description: 32ND ST PC AT FIELDING
RIGHT-OF-WAY PCCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
198.0440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT PC OF 32ND ST AT INTER OF FIELDING S. OF INTER MONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT PC OF 32ND ST AT INTER OF FIELDING S OF INTER MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5264
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5272Monument ID: Other Reference ID:
Site Description: S STATE ST P.I. S OF CLAY
RIGHT-OF-WAY PICorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
81.0540
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT STATE ST PI SOUTH OF CLAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT STATE ST PI S OF CLAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5272
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5283Monument ID: Other Reference ID:
Site Description: S STATE & DICKENS
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
82.5030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT STATE & DICKENSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5283
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5284Monument ID: Other Reference ID:
Site Description: S STATE & SYCAMORE
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
78.4550
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT STATE & SYCAMOREPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5284
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5285Monument ID: Other Reference ID:
Site Description: S STATE & CLAY
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
79.7290
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT STATE & CLAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5285
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5289Monument ID: Other Reference ID:
Site Description: N STATE & BOULEVARD & S STATE ON ELY SIDE
BENCH MARKCorner Type:TBM-900-1-13A RR SPIKE IIN N FACE PP
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
76.3090
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP ON ELY SIDE OF INTER. STATE ST & BOULAVARDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN PP ON ELY SIDE OF INTERSECTION STATE & BOULEVARD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5289
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5290Monument ID: Other Reference ID:
Site Description: S STATE ON NW SIDE BETWEEN DICKENS & CLAY
BENCH MARKCorner Type:TBM- RR SPIKE IN S FACE PP
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
80.3030
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP ON NW SIDE OF STATE BETWEEN DICKENS & CLAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN PP ON NW SIDE OF STATE BETWEEN DICKENS & CLAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5290
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5292Monument ID: Other Reference ID:
Site Description: MERIDIAN & BAKER AT NW CORNER
BENCH MARKCorner Type:BM - NW CORNER CONC BASE
Corner Description:CONC BASEMonument Type:
RECOVERY REPORT
102.7040
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
NW CNR CONC POLE BASE AT NW QUADR. BAKER ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND BROKEN CONC CORNER ON NW CORNER CONC LIGHT BASE. SHOT HIGH POINT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5292
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5294Monument ID: Other Reference ID:
Site Description: NE CORNER MERIDIAN & ORCHARD
BENCH MARKCorner Type:BM - SE MOUNTING BOLT OF LIGHT STANDARD
Corner Description:BOLTMonument Type:
RECOVERY REPORT
100.7740
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SE BOLT LIGHT BASE AT NE QUADR. ORCHARD DRV & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND SE BOLT OF LIGHT BASE LOCATED APPROX 50 FT N OF NE QUAD OF INTERSECTION. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5294
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5303Monument ID: Other Reference ID:
Site Description: MONROE & CHERRY AT NW CORNER
BENCH MARKCorner Type:TBMCorner Description:
SPIKEMonument Type:
RECOVERY REPORT
71.9750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT NW QUADR. MONROE ST & CHERRY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND GIN SPIKE IN SE SIDE PP #464713-159807 AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5303
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5309Monument ID: Other Reference ID:
Site Description: MONROE & MERIDIAN AT NW CORNER
BENCH MARKCorner Type:TBMCorner Description:
SPIKEMonument Type:
RECOVERY REPORT
76.0560
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT NW QUADR. MONROE ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN S FACE AT BASE OF WOOD PP IN NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5309
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5356Monument ID: Other Reference ID:
Site Description: W MAPLEWOOD PT N OF COTTONWOOD
RIGHT-OF-WAY PTCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
93.9790
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON (PT) AT CL MAPLEWOOD AVE N. OF COTTONWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE IN CONC ROAD PANEL OT PT.T. CURVE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5356
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5358Monument ID: Other Reference ID:
Site Description: W MAPLEWOOD & BRADLEY LN
RIGHT-OF-WAY INTERSECTIONCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
158.6780
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. BRADLEY LANE & W. MAPLEWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS DISK WITH DRILL HOLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5358
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5536Monument ID: Other Reference ID:
Site Description: JAMES & KENTUCKY AT NE CORNER
BENCH MARKCorner Type:TBM - SW BOLT LIGHT POLE BASE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
67.5210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BOLT LUM NE.QUAD JAMES & KENTUCKY (NEW?)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 38Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND SW BOLT OF LUMINAIRE AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5536
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5537Monument ID: Other Reference ID:
Site Description: JAMES & CAROLINA AT NE CORNER
BENCH MARKCorner Type:TBM - SW BOLT LIGHT POLE BASE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
85.0070
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT LIGHT STDRD NE QUAD JAMES & CAROLINAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 44Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND SW BOLT ON LIGHT STANDARD AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5537
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5548Monument ID: Other Reference ID:
Site Description: N FOREST & E CHESTNUT AT N CORNER
BENCH MARKCorner Type:TBM - 900-3-5A - S BOLT OF LIGHT POLE BASE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
114.0850
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-SRB SIG.STRD N.QUAD FOREST & CHESNUTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 23Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND S BOLT OF SIGNAL STANDARD AT NLY QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5548
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5549Monument ID: Other Reference ID:
Site Description: N FOREST & E MAGNOLIA AT S CORNER
BENCH MARKCorner Type:TBM - 900-3-5B - W BOLT OF LIGHT POLE BASE
Corner Description:BOLTMonument Type:
RECOVERY REPORT
97.5540
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BOLT LUM. S.QUAD FOREST & MAGNOLIAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 22Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND W BOLT OF LUMINAIRE AT S QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5549
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5623Monument ID: Other Reference ID:
Site Description: MON SET ON ASBUILT CENTERLINE OF WEST ST. AT THE INTERSECTION OF NORTH ST.
RIGHT-OF-WAY INTERSECTIONCorner Type:INT WITH ASBUILT ROAD CENTERLINE
Corner Description:CONCRETE MONMonument Type:
RECOVERY REPORT
76.9060
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INT. W. NORTH ST & WEST STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND 2 INCH BD WITH DRILL HOLE IN 8 INCH PVC, IN ROUND-ABOUT MARKED DEA #24225 "CL RD". USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5623
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5714Monument ID: Other Reference ID:
Site Description: AT NE CORNER MERIDIAN & OREGON
BENCH MARKCorner Type:TBM - SW MOUNTING BOLT ON LIGHT STANDARD
Corner Description:BOLTMonument Type:
RECOVERY REPORT
87.9390
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
SW BOLT LIGHT BASE AT NE QUADR. W. OREGON ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND SW BOLT ON LIGHT BASE AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5714
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5728Monument ID: Other Reference ID:
Site Description: FRASER STREET NEAR #1305
BENCH MARKCorner Type:TBMCorner Description:
RAILROAD SPIKEMonument Type:
RECOVERY REPORT
64.1380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-RRSPK CITY BM N.FACE LIGHT STDRD BALLFIELDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 22Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN N FACE OF BASEBALL FIELD LIGHT STANDARD ON S SIDE FRASER. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5728
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5731Monument ID: Other Reference ID:
Site Description: SOUTH STATE AND 14TH
BENCH MARKCorner Type:TBM- GIN SPIKE IN POWER POLE #463609-159815
Corner Description:GIN SPIKEMonument Type:
RECOVERY REPORT
87.7850
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
GIN SPK IN PP SE CORNER STATE & 14THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND GIN SPIKE IN PP AT SE CORNER STATE & 14TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5731
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5732Monument ID: Other Reference ID:
Site Description: SOUTH STATE AND 12TH AT SE CORNER
BENCH MARKCorner Type:TBM- GIN SPIKE IN POWER POLE #463517-159738
Corner Description:GIN SPIKEMonument Type:
RECOVERY REPORT
71.9620
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
GIN SPK IN PP SE CORNER STATE & 12THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND GIN SPIKE IN PP AT SE CORNER STATE & 12TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5732
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5733Monument ID: Other Reference ID:
Site Description: SOUTH STATE AND 13TH AT NE CORNER
BENCH MARKCorner Type:TBM- GIN SPIKE IN POWER POLE #463562-159775
Corner Description:GIN SPIKEMonument Type:
RECOVERY REPORT
75.7570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
GIN SPK IN PP NE CORNER STATE & 13THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND GIN SPIKE IN PP AT NE CORNER STATE & 13TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5733
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5744Monument ID: Other Reference ID:
Site Description: FILLMORE AND 11TH AT NW CORNER
BENCH MARKCorner Type:TBM-RR SPIKE IN POWER POLE.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
82.1220
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP AT FILLMORE & 11THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN PP AT FILLMORE & 11TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5744
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5748Monument ID: Other Reference ID:
Site Description: MERIDIAN AND CONNECTICUT IN S FACE POWER POLE AT SE CORNER
BENCH MARKCorner Type:TBM-GIN SPIKE IN POWER POLE
Corner Description:SPIKEMonument Type:
RECOVERY REPORT
81.6250
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
COTT GIN SPIKE IN PP AT SE QUADR. CONNECTICUT ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COTTON GIN SPIKE IN S FACE PP #464834-160184 IN SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5748
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5756Monument ID: Other Reference ID:
Site Description: WILLIAMS AND WASHINGTON. NE QUAD
BENCH MARKCorner Type:TBM- RR SPIKE IN POWER POLE.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
74.6610
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT NE QUADR. WASHINGTON ST & WILLIAMS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND RR SPIKE IN W FACE PP#464662-159976 AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5756
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5757Monument ID: Other Reference ID:
Site Description: ELDRIDGE AND KEESLING. NW QUAD.
BENCH MARKCorner Type:TBM- RR SPIKE IN POWER POLE
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
66.0990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP AT N. QUADR. KEESING ST & ELDRIDGE AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN E FACE PP#464674-159780. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5757
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5760Monument ID: Other Reference ID:
Site Description: NOME AND NEQUALICUM
BENCH MARKCorner Type:TBM- RR SPIKE IN UTILITY POLE
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
69.5110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPIKE IN PP IN S. QUADR NEQUALICUM AVE & LINDBERGH AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN NE FACE PP464785-159640 IN S QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5760
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5767Monument ID: Other Reference ID:
Site Description: ELLIS AND GLADSTONE. NE QUAD
BENCH MARKCorner Type:TBM- RR SPIKE IN POWER POLE.
Corner Description:RAILROAD SPIKEMonument Type:
RECOVERY REPORT
74.8260
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-RRS P.POLE NE ELLIS & GLADSTONEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 19Comments:
Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND RR SPIKE FLUSH WITH SIDEWALK IN SELY FACE PP AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5767
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5788Monument ID: Other Reference ID:
Site Description: RUSLEY & MCLEOD AT NE CORNER
BENCH MARKCorner Type:TBMCorner Description:
RAILROAD SPIKEMonument Type:
RECOVERY REPORT
134.9780
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
RR SPK IN PP AT NE QUADR. MCLEOD RD & W. RUSLEY DRPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND RR SPIKE IN PP465465-159727 AT NE QUAD MCLEOD & W RUSLEY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5788
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5793Monument ID: WSDOT IS3728Other Reference ID:
Site Description: WSDOT MON ON LINCOLN S OF LAKEWAY
TRAVERSE POINTCorner Type:WSDOT IS3728Corner Description:
ALUMINUM CAPMonument Type:
RECOVERY REPORT
161.8590
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:
ES-0425Project No.:
WSDOT ALUM CAP W. SIDE OF LINCOLN, S. OF LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND WSDOT ALUMINUM CAP ON W SIDE LINCOLN, S OF LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5793
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5803Monument ID: Other Reference ID:
Site Description: "F" AND MORRIS AT N CORNER
BENCH MARKCorner Type:TBM - HIT PIN IN SIDEWALK AT NW QUAD.
Corner Description:NAILMonument Type:
RECOVERY REPORT
117.0570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
5/8" PIN (MON TIE) IN SIDEWALK AT N. QUADR. F ST & MORRIS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 5/8 INCH PIN WITH DRILL HOLE IN CONC SIDEWALK IN N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5803
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5804Monument ID: Other Reference ID:
Site Description: "F" STREET AND LOGAN AT N CORNER
BENCH MARKCorner Type:TBM - SET HIT PIN IN NW QUAD.
Corner Description:NAILMonument Type:
RECOVERY REPORT
107.0660
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
5/8" PIN (MON TIE) IN SIDEWALK AT N. QUADR. F ST & LOGAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 5/8 INCH PIN WITH DRIL HOLE IN CONC SIDEWALK AT N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5804
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5805Monument ID: Other Reference ID:
Site Description: "F" STREET AND KEARNEY AT N CORNER
BENCH MARKCorner Type:TBM - HIT PIN IN NW QUAD.
Corner Description:NAILMonument Type:
RECOVERY REPORT
100.6460
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
5/8" PIN (MON TIE) IN SIDEWALK AT N. QUADR. F ST & KEARNEY STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 5/8 INCH PIN WITH DRILL HOLE IN CONC SIDEWALK AT N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5805
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5806Monument ID: Other Reference ID:
Site Description: "F" STREET AND JENKINS AT N CORNER
BENCH MARKCorner Type:TBM - HIT PIN IN NW QUAD
Corner Description:NAILMonument Type:
RECOVERY REPORT
91.2700
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
5/8" PIN (MON TIE) IN SIDEWALK AT N. QUADR. F ST & JENKINS STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND 5/8 INCH PIN WITH DRILL HOLE IN CONC SIDEWALK AT N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5806
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5807Monument ID: Other Reference ID:
Site Description: "F" STREET AND IRVING AT W CORNER
BENCH MARKCorner Type:TBM - HIT PIN IN SW QUAD
Corner Description:NAILMonument Type:
RECOVERY REPORT
77.9680
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
PK NAIL IN SIDEWALK AT W. QUADR. F ST & IRVING STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND MAG NAIL IN CONC SIDEWALK AT W QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5807
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5808Monument ID: Other Reference ID:
Site Description: "F" STREET AND HALLECK AT W CORNER
BENCH MARKCorner Type:TBM - LEAD PLUG IN SW QUAD
Corner Description:LEAD PLUG/BRASS BRADMonument Type:
RECOVERY REPORT
73.3320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
LEAD/TACK IN SIDEWALK AT W. QUADR. F ST & HALLECK STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/08/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND LEAD TACK IN CONC SIDEWALK AT W QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5808
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5809Monument ID: Other Reference ID:
Site Description: "F" STREET AND GIRARD AT N CORNER
BENCH MARKCorner Type:TBM - LEAD PLUG IN NW QUAD
Corner Description:LEAD PLUG/BRASS BRADMonument Type:
RECOVERY REPORT
72.3810
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
LEAD/TACK IN SIDEWALK AT N. QUADR. F ST & GIRARD STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918Comments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/08/2008Recovery Date:
OKCondition:FOUND LEAD TACK IN CONC SIDEWALK AT N QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5809
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5815Monument ID: WSDOT BLOEDELOther Reference ID:
Site Description: WSDOT MONUMENT ON ELECTRIC AVE S OF ALABAMA
TRAVERSE POINTCorner Type:WSDOT BLOEDELCorner Description:
BRASS MONMonument Type:
RECOVERY REPORT
319.7190
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BDS WSDOT GPS MON BLOEDEL ID#6426Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 28Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND WSDOT 3 INCH BRASS DISK BLOEDEL 2005 IN CONC SIDEWALK ON ELY SIDE ELECTRIC AVE AT S END BRIDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5815
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5829Monument ID: Other Reference ID:
Site Description: NE CORNER OF SUNSET & ILLINOIS AT SIGNAL LIGHT POLE BASE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
649,236.0000
1,244,364.0000
140.7530
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM AT NE QUADR. ILLINOIS ST & SUNSET DRIVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 NEW BM SET BY CITYComments:
12/05/2008Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND 2 INCH BRASS COB BM AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5829
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5830Monument ID: Other Reference ID:
Site Description: SOUTH EAST CORNER OF GRANT AND ILLINOIS IN SIDEWALK 1 FT S OF N EDGE & E OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
649,146.0000
1,245,925.0000
155.6810
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM AT SE QUADR. ILLINOIS ST & GRANT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND COB BM AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5830
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5831Monument ID: Other Reference ID:
Site Description: TOP OF SANITARY LIFT STATION ON JAMES STREET, NORTH OF WOODSTOCK WAY
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
652,002.0000
1,247,171.0000
110.9850
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CONC SURFACE OF SANITARY PUMP STN, E. SIDE JAMES STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC SURFACE SANITARY PUMP STATION. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5831
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5832Monument ID: Other Reference ID:
Site Description: AT HIGH POINT OF MCLEOD ROAD (W OF PRIMROSE LANE) IN N SIDE CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
654,441.0000
1,243,482.0000
135.8770
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB ON N. SIDE E. MCLEOD RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC CURB AT CREST OF HILL ON N SIDE MCLEOD RD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5832
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5833Monument ID: Other Reference ID:
Site Description: MCLEOD ROAD & BAKER CREEK AT SOUTHEAST CORNER OF BRIDGE HEADWALL , 8 FT E OF CURB.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
111.8150
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM ON E SIDE E. MCLEOD RD AT SE CNR BAKER CK BRIDGEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND COB BM ON E SIDE MCLEOD RD AT SE CORNER BAKER CREEK BRIDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5833
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5834Monument ID: Other Reference ID:
Site Description: IN CONC BASE OF SIGNAL LIGHT POLE AT NORTHEAST CORNER OF MERIDIAN AND TELEGRAPH
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
655,235.0000
1,242,005.0000
114.4100
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM AT NE QUADR. TELEGRAPH RD & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND COB BM SET IN CONC AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5834
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5835Monument ID: Other Reference ID:
Site Description: NORTHEAST CURB AT ORCHARD AND MERIDIAN
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
653,225.0000
1,241,954.0000
99.7050
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM AT NE QUADR. ORCHARD DRV & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC CURB AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5835
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5836Monument ID: Other Reference ID:
Site Description: W SIDE OF ORCHARD PL ON NW CONCRETE HEADWALL N OF RAILROAD TRACKS. 270 FT S OF OCHARD DR.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
652,882.0000
1,243,238.0000
95.9670
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM ON W.SIDE ORCHARD PL, APPROX. 270' S. OF W.ORCHARD DRPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND COB BM IN NE RETAINING WALL OF RR TRACK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5836
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5837Monument ID: Other Reference ID:
Site Description: MERIDIAN & SQUALICUM CREEK IN THE NORTHWEST HEADWALL AT SQUALICUM CREEK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
652,021.0000
1,241,855.0000
92.3320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B.BM ON W. SIDE MERIDIAN ST AT NW CNR SQUALICUM CK BRIDGEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/10/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND COB BM SET IN CONC HEADWALL. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5837
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5838Monument ID: Other Reference ID:
Site Description: ILLINOIS AND VALLETTE IN SOUTHEAST CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
649,249.0000
1,242,420.0000
85.2570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT SE QUADR. W. ILLINOIS ST & VALLETTE STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 01/02/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/10/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC CURB AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5838
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5839Monument ID: Other Reference ID:
Site Description: S OF INTERSECTION MORRIS & I STREET AND WEST NORTH ST IN CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,808.0000
1,243,620.0000
108.5770
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB S. IF INT. MORRIS ST & "I" STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 01/02/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND COB BM IN CURB S OF INTERSECTION. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5839
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5840Monument ID: Other Reference ID:
Site Description: ON BROADWAY S OF WEST NORTH STREET IN CENTER ISLAND CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,863.0000
1,242,881.0000
95.5160
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT N. END OF CENTER ISLAND AT INT W. NORTH ST & BROADWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND COB BM IN N TIP OF CURB ISLAND S OF BROADWAY & W NORTH ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5840
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5841Monument ID: Other Reference ID:
Site Description: MERIDIAN AND WEST NORTH STREET IN LIGHT POLE BASE AT NORTHEAST CORNER
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,934.0000
1,241,836.0000
79.7040
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN SIDEWALK AT NE QUADR. W. NORTH ST & MERIDIAN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COB BM 1 FT SW OF LIGHT POLE IN NE QUAD. OF INTERSECTION. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5841
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5842Monument ID: Other Reference ID:
Site Description: AT BROADWAY AND MERIDIAN AND GIRARD NEAR EAST SIGNAL LIGHT POLE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
646,790.0000
1,241,831.0000
76.6560
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN SIDEWALK AT SE QUADR. GIRARD ST & BROADWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC 1 FT SE OF SIGNAL POLE AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5842
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5843Monument ID: Other Reference ID:
Site Description: ILLINOIS AND WALNUT STREET AT SE CORNER IN TOP OF CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
649,299.0000
1,240,490.0000
81.2400
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT SE QUADR W. ILLINOIS ST & WALNUT STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND COB BM IN TOP OF CURB AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5843
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5844Monument ID: Other Reference ID:
Site Description: W ILLINOIS STREET AT LYNN ST IN TOP OF CURB ON WEST SIDE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
649,351.0000
1,239,325.0000
75.9800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB W. OF INT. ILLINOIS ST & LYNN STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND COB BM IN CURB W OF INTERSECTION OF LYNN & ILLINOIS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5844
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5845Monument ID: Other Reference ID:
Site Description: VICTOR AND W NORTH STREET AT NE CORNER IN TOP OF CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,979.0000
1,239,617.0000
77.0520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT NE QUADR. W. NORTH ST & VICTOR STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/05/2009Recovery Date:
OKCondition:FOUND COB BM IN CURB AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5845
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5846Monument ID: Other Reference ID:
Site Description: SOUTHWEST CORNER OF VICTOR AND WASHINGTON IN TOP OF CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
646,569.0000
1,239,549.0000
71.8440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT SW QUADR. WASHINGTON ST & VICTOR STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/31/2008Recovery Date:
OKCondition:FOUND COB BM AT SW QUAD VICTOR & WASHINGTON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5846
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5847Monument ID: Other Reference ID:
Site Description: SOUTHEAST CORNER OF WASHINGTON AND WEST AT TOP OF CURB
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
646,596.0000
1,238,521.0000
69.8660
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT S. QUADR. WEST ST & WASHINGTON STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/11/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
Condition:FOUND COB BM IN TOP OF CURB. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5847
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5848Monument ID: Other Reference ID:
Site Description: ELDRIDGE AVE BRIDGE OVER LITTLE SQUALICUM CREEK IN TOP OF HEADWALL AT NW END
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,517.0000
1,236,350.0000
67.4190
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM ON W. SIDE AVE / IN W CNR BRIDGE OVER SQUALICUM PKWYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/11/2008Recovery Date:
OKCondition:FOUND COB BM IN TOP OF HEADWALL AT W CORNER ELDRIDGE AVE BRIDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5848
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5849Monument ID: Other Reference ID:
Site Description: PATT0N AND WEST ILLINOIS AT NORTHEAST CORNER IN LAWN
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
649,489.0000
1,596,770.0000
70.4610
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CONC IN LAWN AT NE QUADR W. ILLINOIS ST & PATTON STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
01/08/2009Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND COB BM SET IN CONC IN LAWN AT NE QUAD. APPROX 10 FT N OF CATCH BASIN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5849
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5850Monument ID: Other Reference ID:
Site Description: ENTRANCE TO BIRCHWOOD PARK S OF CEDARWOOD AVE IN CONC PATH
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
650,487.0000
1,238,412.0000
79.4080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM AT ENTRANCE TO BIRCHWOOD PARK (S. OF CEDARWOOD AVE)Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 01/06/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC PATH AT S END ASPH ENTRANCE TO BIRCHWOOD PARK. APPROX 90 FR S OF CL CEDARWOOD & 1 FT SW OF END EXTR. CURB. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5850
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5851Monument ID: Other Reference ID:
Site Description: PINEWOOD AVE N OF BIRCHWOOD IN SW CORNER CONCRETE DELIVERY DRIVEWAY AT BIRCHWOOD ELEMENTARY SCHOOL
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
651,844.0000
1,236,952.0000
82.6500
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CONC PANEL ON E. SIDE PINEWOOD AVE, AT BIRCHWOOD ELEMENTARY SCHOOLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 01/05/2009Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/06/2009Recovery Date:
OKCondition:FOUND COB BM IN SW CORNER OF CONC LOADING PANEL AT BIRCHWOOD ELEMENTARY SCHOOL. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5851
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5852Monument ID: Other Reference ID:
Site Description: TOP OF CURB ON W SIDE OF MAPLEWOOD AVE, 120 FT S OF ALDERWOOD
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
653,531.0000
1,236,899.0000
104.8570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB ON W. SIDE MAPLEWOOD AVE, APPROX 120' S. OF ALDERWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
01/02/2009Recovery Date:
OKCondition:FOUND COB BM IN CONC CURB AT N END SIDEWALK ON W SIDE MAPLEWOOD 120 FT+- S OF ALDERWOOD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5852
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5853Monument ID: Other Reference ID:
Site Description: MAPLEWOOD & MCLEOD AT NORTHWEST CORNER IN BASE OF UTILITY VAULT
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
654,661.0000
1,235,842.0000
144.0690
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN BASE OF ELEC. BOX AT NW QUADR MCLEOD RD & W. MAPLEWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC AT SE CORNER UTILITY VAULT PAD AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5853
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5854Monument ID: Other Reference ID:
Site Description: AT NORTH END OF CURB ON EAST SIDE OF W MAPLEWOOD AVE, APPROX 200 FT NORTH OF BRADLEY LANE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
655,622.0000
1,235,008.0000
166.2800
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM ON E. SIDE W. MAPLEWOOD AVE, APPROX 200' N. OF BRADLEY LNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC AT N END SIDEWALK ON E SIDE MAPLEWOOD AVE N OF BRADLEY LANE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5854
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5855Monument ID: Other Reference ID:
Site Description: W BAKERVIEW RD AND W MAPLEWOOD AVE AT SOUTHWEST CORNER IN SIGNAL LIGHT POLE BASE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
656,279.0000
1,234,313.0000
181.9880
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM AT SW QUADR. BAKERVIEW RD & W. MAPLEWOOD AVE.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND COB BM IN CONC BASE OF SIGNAL POLE AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5855
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5856Monument ID: Other Reference ID:
Site Description: AT NORTHEAST CORNER OF MCLEOD RD AND WEST RUSLEY DR IN NORTHWEST CORNER OF ELECTRIC VAULT
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
654,616.0000
1,237,429.0000
133.8140
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN BASE OF ELEC. BOX AT NE QUADR. MCLEOD RD & W. RUSLEY DRPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/12/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND COB BM IN NW CORNER CONC VAULT AT NE QUAD MCLEOD & W RUSLEY DR. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5856
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5858Monument ID: Other Reference ID:
Site Description: NORTHWEST AVE AND BIRCHWOOD AT NORTHEAST CORNER OF BRIDGE SIDEWALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
651,393.0000
1,239,593.0000
86.5180
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CURB AT SE QUADR. NORTHWEST AVE & BIRCHWOOD AVEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/12/2008Recovery Date:
OKCondition:FOUND COB BM IN TOP OF CURB ON E SIDE NORTHWEST AVE IN SE QUAD. APPROX 18 FT S OF HC RAMP. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5858
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5859Monument ID: Other Reference ID:
Site Description: N SIDE OF BIRCHWOOD AVE AT SQUALICUM PKWY IN CORNER OF ELECTRIC VAULT AT UROLOGY OFFICE..
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
652,512.0000
1,244,355.0000
102.1700
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CONC ELEC. VAULT ON N. SIDE BIRCHWOOD AVE, S. OF #340Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND COB BM IN SW CORNER CONC ELECTRIC VAULT #465268-160415. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5859
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5860Monument ID: Other Reference ID:
Site Description: NORTHEAST CORNER OF SQUALICUM WAY AND WEST HOSPITAL EMERGENCY ENTRANCE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
651,487.0000
1,244,340.0000
137.5870
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN TOP OF CURB N. OF EMERGENCY (WEST) ENTRANCE ST JOSEPH'S MEDICAL CENTERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/31/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND COB BM IN END OF CURB ON N SIDE OF W ENTRANCE TO HOSPITAL. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5860
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5861Monument ID: Other Reference ID:
Site Description: TOP OF ELECTRIC VAULT AT 3130 SQUALICUM PARKWAY (E OF ELLIS)
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
650,621.0000
1,245,963.0000
154.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CONC ELEC VAULT ON S. SIDE SQUALICUM PKWY, N. OF #3130Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
12/05/2008Horizontal Calc Date: 12/09/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/30/2008Recovery Date:
OKCondition:FOUND COB BM IN NW CORNER ELECTRIC VAULT AT ENTRANCE TO SQUALICUM MEDICAL BLDG. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5861
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5862Monument ID: Other Reference ID:
Site Description: JAMES ST RD AT MCLEOD RD, 15 FEET EAST OF EAST EDGE OF PAVEMENT & 30 FT N OF MCLEOD
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
654,398.0000
1,607,131.0000
162.2750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM ON E. SIDE JAMES ST / 30' N. OF E. MCLEOD RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 New BM set by CityComments:
01/08/2009Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/09/2008Recovery Date:
OKCondition:FOUND COB BM ON E SIDE JAMES ST RD & 30 FT N OF MCLEOD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5862
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5863Monument ID: Other Reference ID:
Site Description: MCLEOD RD W OF MERIDIAN. LOCATED IN CONCRETE WALK AT EAST SIDE OF WDOT SIGNAL BUILDING.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
654,573.0000
1,240,811.0000
108.3130
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING, INC.
Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C.O.B. BM IN CONC SIDEWALK NEAR SE CNR WSDOT SIGNALS MAINTENANCE BLDG, #2600 MCLEOD RDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918 WSDOT MonComments:
12/05/2008Horizontal Calc Date: 12/29/2008Vertical Calc Date:
SURVEY CONTROL DATA
PACIFIC SURVEY & ENGINEERING, INC.Survey Firm:
PETER K. BRANDSSurveyor:
12/29/2008Recovery Date:
OKCondition:FOUND COB BM IN SE CORNER OF SIDEWALK ON E SIDE WSDOT SIGNAL MAINTENANCE BLDG. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5863
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5864Monument ID: Other Reference ID:
Site Description: ALABAMA & FRANKLIN AT SE CORNER
BENCH MARKCorner Type:USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
647,297.0000
1,245,543.0000
121.8980
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT LIGHT POLE SE.QUAD ALABAMA &FRANKLINPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 42Comments:
03/24/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SET PUNCH MARK AT HIGH POINT OF SW BOLT ON LIGHT POLE AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5864
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5865Monument ID: Other Reference ID:
Site Description: PUGET ST & S ENTRANCE TO CIVIC FIELD PARKING LOT AT SW CORNER
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
641,124.0000
1,248,933.0000
161.3100
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BM SE BOLT LIGHT POLE SW QUAD PUGET & SOUTH ENTRY CIVIC FIELD PARKINGPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 40Comments:
03/24/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SET PUNCH IN SE BOLT ON STREET LIGHT BASE AT SW CORNER PUGET & S ENTRANCE TO CIVIC FIELD PARKING LOT. USED FOR DATUM MODERNIZATION TO NAVD88.
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5865
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5866Monument ID: Other Reference ID:
Site Description: WOBURN (YEW) ST N OF LAKEWAY ON E SIDE OPPOSITE YARD WASTE SITE
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
641,119.0000
1,252,016.0000
247.8400
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BM NW BOLT LIGHT STDRD E.SIDE WOBURN N. OF FUNERAL HOME P.LOTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 7Comments:
03/24/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SET PUNCH MARK ON NW BOLT LIGHT STANDARD AT E SIDE WOBURN OPPOSITE YARD WASTE RECYCLING SITE. 50 FT +- N OF MOLES PARKING. BM USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5866
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5867Monument ID: Other Reference ID:
Site Description: WOBURN ST ON E SIDE, N OF OLD WOBURN
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
170.6610
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Horizontal Method:
Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:Horizontal Calc By:
ES-0425Project No.:
C-BM NW BOLT LIGHT STDRD E.SIDE WOBURN 50' S. OF P.POLE #6073Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 10Comments:
Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SET PUNCH MARK ON TOP OF NW BOLT OF LIGHT POLE AT E SIDE WOBURN. BM USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5867
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5870Monument ID: Other Reference ID:
Site Description: SW CORNER ALABAMA & ELECTRIC & DAKIN IN SIDEWALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,028.0000
1,257,504.0000
324.0750
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SW QUAD ALABAMA/ELECTRIC/N.SHOREPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 29Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM BRASS DISK IN CONC SIDEWALK AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5870
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5871Monument ID: Other Reference ID:
Site Description: NE CORNER ALABAMA & BIRCH IN SIDEWALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,117.0000
1,256,284.0000
375.4190
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NE QUAD ALABAMA & BIRCHPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 31Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT NE CORNER. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5871
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5872Monument ID: Other Reference ID:
Site Description: S SIDE ALABAMA & 115 FT E OF ERIE TERRACE IN SIDEWALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,104.0000
1,254,538.0000
266.7120
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON ALABAMA 150' E. OF ERIE TERRACEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 34Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM ON S SIDE ALABAMA IN CONC SIDEWALK E OF ERIE TERRACE & W OF PEDESTRIAN BRIDGE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5872
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5873Monument ID: Other Reference ID:
Site Description: NE CORNER ALABAMA & YEW IN CURB E OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,204.0000
1,252,326.0000
121.9170
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NE QUAD ALABAMA & YEWPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 14Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5873
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5874Monument ID: Other Reference ID:
Site Description: SE CORNER ALABAMA & PACIFIC IN SIDEWALK S OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,198.0000
1,249,023.0000
108.3010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SE QUAD PACIFIC & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 6Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT SE QUAD INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5874
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5875Monument ID: Other Reference ID:
Site Description: SE CORNER ALABAMA & JAMES IN SIDEWALK BETWEEN RAMPS
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,254.0000
1,246,940.0000
105.6040
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SE QUAD JAMES & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 43Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN SIDEWALK BETWEED ADA RAMPS AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5875
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5876Monument ID: Other Reference ID:
Site Description: SE CORNER ALABAMA & CORNWALL IN SIDEWALK N OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
647,312.0000
1,244,485.9500
120.0510
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SE QUAD CORNWALL & ALABAMAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 41Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN ADA RAMP AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5876
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5877Monument ID: Other Reference ID:
Site Description: W SIDE CORNWALL IN SIDEWALK AT S END BHAM HIGH SCHOOL BLDG
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
644,907.0000
1,244,427.0000
67.9060
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON S.SIDE BHS @ CORNWALLPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 30Comments:
12/05/2008Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND COB BM IN E SIDEWALK OF CORNWALL AVE S OF DRIVEWAY TO BELLINGHAM HIGH SCHOOL PARKING. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5877
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5878Monument ID: Other Reference ID:
Site Description: SE CORNER GIRARD & COMMERCIAL & YOUNG IN LARGE CONC AREA BEHIND SIDEWALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
644,682.0000
1,243,697.0000
60.9930
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON YOUNG & COMMERCIALPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 26Comments:
12/05/2008Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND COB BM IN SIDEWALK AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5878
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5879Monument ID: BEL 027Other Reference ID:
Site Description: BEL 027 MON AT NW CORNER OF ELLIS & YORK
BENCH MARKCorner Type:BEL 027 WSDOT AERIAL CONTROL?
Corner Description:ALUMINUM CAPMonument Type:
RECOVERY REPORT
59.8940
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-ADS ALUM, DISK BEL027 ELLIS & YORKPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 20Comments:
03/24/2009Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND ALUMINUM CAP IN SIDEWALK (BEL O27). USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5879
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5880Monument ID: Other Reference ID:
Site Description: IN NEW SIDEWALK S OF HOLLY & W OF ELLIS
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
640,779.0000
1,245,033.0000
169.1480
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN SIDEWALK SW CORNER OF HOLLY & ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND NEW MON AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5880
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,779.0000
1,245,033.0000
169.1480
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON JERSEY/HOLLY/ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 16Comments:
12/05/2008Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON IN SIDEWALK AT SW CORNER HOLLY & ELLIS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5880
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,779.0000
1,245,033.0000
169.1480
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN SIDEWALK SW CORNER OF HOLLY & ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON IN SIDEWALK AT SW CORNER HOLLY & ELLIS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5880
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,779.0000
1,245,033.0000
169.1480
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON JERSEY/HOLLY/ELLISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 16Comments:
12/05/2008Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND NEW MON AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5880
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5881Monument ID: Other Reference ID:
Site Description: IN SIDEWALK AT ELY CORNER HOLLY & FOREST BETWEEN RAMPS (BY AUTO PARTS STORE)
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
641,774.0000
1,244,131.0000
114.1690
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON FOREST & HOLLYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 22Comments:
03/24/2009Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND COB BM AT E CORNER BETWEEN ADA RAMPS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5881
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5882Monument ID: Other Reference ID:
Site Description: NW CORNER LINCOLN & LAKEWAY IN CONC BASE PED LIGHT POLE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
640,734.0000
1,247,313.0000
155.1790
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MONNW QUAD LINCOLN & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 16Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON IN LIGHT BASE AT NW CORNER OF LINCOLN & LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5882
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,734.0000
1,247,313.0000
155.1780
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN LIGHT BASE AT NW CORNER OF LINCOLN & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT NW INT IN CONC PAD OF CROSSWALK STANDARD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5882
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,734.0000
1,247,313.0000
155.1790
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MONNW QUAD LINCOLN & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 16Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT NW INT IN CONC PAD OF CROSSWALK STANDARD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5882
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,734.0000
1,247,313.0000
155.1780
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN LIGHT BASE AT NW CORNER OF LINCOLN & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON IN LIGHT BASE AT NW CORNER OF LINCOLN & LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5882
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5883Monument ID: Other Reference ID:
Site Description: N SIDE FRASER IN NEW CURB APPROX 150 FT E OF LINCOLN
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
643,226.0000
1,247,586.0000
71.3010
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON FRASER E. OF LINCOLNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 12Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN CURB ON N SIDE FRASER 150 FT E OF LINCOLN. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5883
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5884Monument ID: Other Reference ID:
Site Description: SW CORNER FRASER & PUGET IN SIDEWALK W OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
643,124.0000
1,249,192.0000
64.9020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SW.QUAD PUGET & FRASERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 23Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT SW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5884
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5885Monument ID: Other Reference ID:
Site Description: NW CORNER PUGET & GLADSTONE IN SIDEWALK W OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
642,161.0000
1,249,065.0000
117.8450
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NW QUAD PUGET & GLADSTONEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 38Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT NW QUAD APPROX 9.5 FT FROM E EDGE SIGN FOR GERI FIELD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5885
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5886Monument ID: Other Reference ID:
Site Description: AT NE CORNER LAKEWAY & WOBURN ON NW CORNER OF TRAFFIC LIGHT BASE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
640,825.0000
1,252,178.0000
281.6320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NE QUAD LAKEWAY & YEWPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 6Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT AT NE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5886
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5887Monument ID: Other Reference ID:
Site Description: N SIDE LAKEWAY & W OF KENOYER IN SE CORNER CONC SLAB FOR ABANDONED BUS STOP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
641,490.0000
1,253,976.0000
315.9900
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NW QUAD LAKEWAY & KENOYERPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 20Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN SE CORNER CONC SLAB FOR ABANDONED BUS STOP NEAR NW QUAD KENOYER & LAKEWAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5887
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5888Monument ID: Other Reference ID:
Site Description: SE CORNER ELECTRIC & BIRCH IN SIDEWALK NE OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
642,122.0000
1,256,150.0000
346.7670
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SE QUAD BIRCH & ELECTRICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 22Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN SIDEWALK NELY OF ADA RAMP AT SE QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5888
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5889Monument ID: Other Reference ID:
Site Description: NW CORNER JAMES & IOWA IN SIDEWALK W OF SIGNAL POLE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
644,926.0000
1,246,776.0000
64.3150
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON INT JAMES/STATE/IOWAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 39Comments:
12/05/2008Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:FOUND COB BM IN SIDEWALK AT NW QUAD. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5889
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5890Monument ID: Other Reference ID:
Site Description: SW CORNER IOWA & PACIFIC IN NW CORNER CONC SIGNAL BASE
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
644,812.0000
1,248,916.0000
59.0950
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON SW QUAD IOWA & PACIFICPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 3Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM AT SW QUAD INT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5890
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5891Monument ID: Other Reference ID:
Site Description: E SIDE WOBURN IN SIDEWALK ACROSS FROM FRASER
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
643,033.0000
1,251,585.0000
136.2950
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON E.SIDE FRASER & WOBURNPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 27Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN CURB ON E SIDW WOBURN ACROSS FROM END OF FRASER. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5891
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5892Monument ID: Other Reference ID:
Site Description: ENTRANCE TO WATER TREATMENT PLANT IN CONC BASE OF TOUCH-KEY SECURITY BOX
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
642,779.0000
1,254,815.0000
285.5140
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON WATER PLANTPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 58Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN CONC BASE OF TOUCH-KEY SECURITY BOX AT WATER TREATMENT PLANT ENTRANCE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5892
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5893Monument ID: Other Reference ID:
Site Description: S SIDEWALK ON LAKE CREST DR APPROX 115 FT E OF CRESTLINE DR
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
644,689.0000
1,255,618.0000
362.0740
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON LAKECREST DR. @ RES. #1921Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 52Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM IN S SIDEWALK OF LAKE CREST DR BETWEEN RES #1921-1925. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5893
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5894Monument ID: Other Reference ID:
Site Description: S SIDE KENTUCKY IN CURB APPROX 125 FT E OF MICHIGAN
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
645,109.0000
1,253,028.0000
191.3240
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON KENTUCKY E. of MICHIGANPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 44Comments:
12/05/2008Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND COB BM ON S SIDE KENTUCKY IN CURB. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5894
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5895Monument ID: Other Reference ID:
Site Description: ALABAMA IN SIDEWALK AT S SIDE OVER I-5. WSDOT MONUMENT
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BRASS MONMonument Type:
RECOVERY REPORT
647,257.0000
1,247,683.0000
111.9210
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS WSDOT STA 123+48.29 MON @ S.SIDE ALABAMA/I-5 UNDERPASSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-7 pg. 8Comments:
03/24/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND WSDOT 3.5 INCH BRASS DISK IN CONC SIDEWALK ON S SIDE ALABAMA ST OVER I-5. (STAMPED "123+48.29 & ELEV=111.922") BM USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5895
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5896Monument ID: Other Reference ID:
Site Description: MEADOR & STATE AT NE CORNER IN SIGNAL BASE
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
643,925.0000
1,245,846.0000
63.3960
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BM S BOLT SIGNAL STDRD NE QUAD MEADOR/KANSAS/STATEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-6 pg. 34Comments:
03/24/2009Horizontal Calc Date: 02/04/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/04/2009Recovery Date:
OKCondition:SET PUNCH MARK IN SOUTH-MOST BOLT OF SIGNAL STANDARD AT NE QUAD INTERSECTION. BM USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5896
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5897Monument ID: Other Reference ID:
Site Description: LAKEWAY DR & ST PAUL ST AT SE CORNER
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
640,742.0000
1,249,890.0000
229.1110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BM NW BOLT LIGHT STDRD SE QUAD ST.PAUL & LAKEWAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 3Comments:
03/24/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SET PUNCH MARK ON NW BOLT OF LOGHT STANDARD AT SE QUAD OF INTERSECTION LAKEWAY & ST PAUL. BM USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5897
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5898Monument ID: Other Reference ID:
Site Description: LAKEWAY DR AT N SIDE BETWEEN VERONA & OLD LAKEWAY
BENCH MARKCorner Type:BM USED FOR DATUM MODERNIZATION TO NAVD88
Corner Description:BOLTMonument Type:
RECOVERY REPORT
640,820.0000
1,250,820.0000
264.5350
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BM SW BOLT LIGHT STDRD N.SIDE LAKEWAY E. OF VERONAPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 5Comments:
03/24/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:SET PUNCH MARK IN SW BOLT OF LIGHT STANDARD ON N SIDE OF LAKEWAY BETWEEN VERONA AND OLD LAKEWAY. BM USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5898
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5900Monument ID: Other Reference ID:
Site Description: S STATE ST & DICKENS AVE W OF PAVEMENT BETWEEN HC PARKING STALL AND LIGHT POLE. ACROSS FROM RES #341
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
636,456.0000
1,238,436.0000
81.0920
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON IN CONC. BY LIGHT POLE AT STATE & DICKENSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON IN CONC BY LIGHT POLE AT STATE & DICKENS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5900
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5901Monument ID: Other Reference ID:
Site Description: E SIDE S STATE ST N OF 13TH ST AT SW CORNER CONC PAD OF BUS STOP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
635,618.0000
1,237,867.0000
75.5900
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BUS STOP, E SIDE STATE ST, N OF 13TH STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BUS STOP ON E SIDE OF STATE ST, N OF 13TH. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5901
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5902Monument ID: Other Reference ID:
Site Description: W SIDE 11TH ST N OF EASTON AT BACK OF WALK IN FRONT OF FIRE HYDRANT
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
634,790.0000
1,237,219.0000
72.4990
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP MON AT BW BY FIRE HYDRANT, W SIDE 11TH ST, SOUTH OF BAYVIEWPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT BACK 0F WALK BY HYDRANT ON W SIDE 11TH ST, S OF BAYVIEW. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5902
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5903Monument ID: Other Reference ID:
Site Description: E SIDE 11TH ST N OF GAMBIER & S OF DOUGLAS, IN LAWN BETWEEN NO PARKING SIGN AND EDGE OF PAVEMENT
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
633,112.0000
1,237,315.0000
89.1070
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP IN CONC, BETWEEN EP & SIGN, E SIDE 11TH, BETWEEN GAMBIER & DOUGLASPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN CONC BETWEEN EP & SIGN ON E SIDE 11TH ST, BETWEEN GAMBIER & DOUGLAS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5903
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5904Monument ID: Other Reference ID:
Site Description: NE CORNER 12TH & HARRIS IN SIDEWALK BULB-OUT 1 FT BACK OF CURB BETWEEN RAMPS
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
631,870.0000
1,237,595.0000
88.9560
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT NE COR. OF 12TH & HARRIS 1' BACK CURB BETWEEN RAMPSPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT NE CORNER 12TH & HARRIS,1 FT BACK OF CURB BETWEEN RAMPS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5904
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5905Monument ID: Other Reference ID:
Site Description: NEAR FAIRHAVEN STATION AT NE CORNER 4TH & HARRIS. 1 FT BACK OF CURB S OF RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
631,909.0000
1,235,356.0000
12.6890
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT NE COR 4TH & HARRIS 1' BACK CURB S. OF RAMPPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT NE CORNER 4TH & HARRIS, 1 FT BACK OF CURB, S OF RAMP. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5905
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5906Monument ID: Other Reference ID:
Site Description: AT SW CORNER 6TH & COWGILL. 1 FT N OF WLY FENCE CORNER IN GRAVEL AREA.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
630,355.0000
1,235,842.0000
61.8440
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT SW COR 6TH & COWGILL 1' NORTH OF WLY FENCE CORPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT SW CORNER 6TH & COWGILL, 1 FT N OF WLY FENCE CORNER.. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5906
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5907Monument ID: Other Reference ID:
Site Description: SE CORNER 12TH & OLD FAIRHAVEN PARKWAY, S OF RAMP, 1 FT FROM FACE OF WALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
630,896.0000
1,237,582.0000
105.7830
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT SE COR 12TH & FAIRHAVEN PKWY 1' FACE WALK S. OF RAMPPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT SE CORNER 12TH & OLD FAIRHAVEN PARKWAY, 1 FT FROM FACE OF WALK S OF RAMP. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5907
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5908Monument ID: Other Reference ID:
Site Description: S OF OLD FAIRHAVEN PARKWAY & E OF 16TH AT NE CORNER CONC PAD FOR BUS SHELTER
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
630,374.0000
1,238,851.0000
117.3150
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT NE COR BUS SHELTER S OF FAIRHAVEN PKWY E. OF 16THPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT NE CORNER BUS SHELTER S OF OLD FAIRHAVEN PKWY E OF 16TH ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5908
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5909Monument ID: Other Reference ID:
Site Description: S SIDE OLD FAIRHAVEN PARKWAY AT E SIDE WALKWAY TO #2600 (FAIRHAVEN ESTATES)
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
629,712.0000
1,242,257.0000
122.1020
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP E. SIDE WALKWAY S. SIDE FAIRHAVEN PKWY, RES # 2600Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT E SIDE WALKWAY TO RES #2600 ON S SIDE OLD FAIRHAVEN PKWY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5909
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5910Monument ID: Other Reference ID:
Site Description: OLD FAIRHAVEN PARKWAY AT OLD 32ND ST, W OF I-5 ON N SIDE AT BALK OF WALK.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
629,684.0000
1,243,970.0000
176.8810
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP N. SIDE OF SIDEWALK, INTER FAIRHAVEN PKWY & 32NDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT N SIDE OF SIDEWALK AT INTERSECTION OLD FAIRHAVEN PKWY & 32ND ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5910
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5911Monument ID: Other Reference ID:
Site Description: 32ND ST & APPROX 50 FT N OF MCKENZIE AT W BACK OF WALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
631,407.0000
1,244,012.0000
182.6570
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT WEST BACKWALK ON 32ND, 50' NORTH OF MCKENZIEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT BACK OF WALK ON 32ND, 50+- FT N OF MCKENZIE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5911
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5912Monument ID: Other Reference ID:
Site Description: W SIDE OF 32ND ST S OF ADAMS AT SLY ENTRANCE TO #700, IN BACK OF WALK BY RAMP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
634,200.0000
1,244,067.0000
176.4350
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT W.BACKWALK AT RAMP ON 32ND ST, S ENTRANCE TO RES#700Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT W BACK OF WALK AT RAMP ON 32ND ST, S OF ENTRANCE TO RES #700. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5912
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5913Monument ID: Other Reference ID:
Site Description: S SIDE FIELDING AVE W OF FREEWAY ON-RAMP AT BACK OF WALK BY FIRE HYDRANT. E OF BUS SHELTER.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
635,277.0000
1,244,848.0000
193.1970
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT S.SIDE FIELDING AT BACKWALK, W.OF I-5 RAMP, BY FHPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP ON S SIDE FIELDING AT BACK OF WALK, W OF I-5 RAMP BY HYDRANT. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5913
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5914Monument ID: Other Reference ID:
Site Description: E SIDE LINCOLN ST N OF BYRON. AT S END OF WWU BUS STOP IN BACK OF WALK BY GARBAGE CAN
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
636,874.0000
1,246,407.0000
184.3320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT S END WWU BUS STOP, E. SIDE LINCOLN, N OF BYRONPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT S END WWU BUS STOP, E SIDE OF LINCOLN N OF BYRON. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5914
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5915Monument ID: Other Reference ID:
Site Description: E SIDE LINCOLN ST N OF SLY ENTRANCE TO LAKEWAY MOBILE ESTATES. AT BACK OF WALK IN FRONT OF SIGN.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
638,485.0000
1,246,784.0000
162.3380
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT BW BY SIGN, E SIDE LINCOLN AT SLY DWY MOBILE ESTATESPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT BACK OF WALK BY SIGN, ON E SIDE LINCOLN AT SLY DRIVEWAY TO MOBILE ESTATES. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5915
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5916Monument ID: Other Reference ID:
Site Description: E SIDE LINCOLN ST AT N ENTRANCE OF LAKEWAY MOBILE ESTATES. AT SW CORNER UTILITY VAULT, S OF LAKEWAY CENTER.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
640,168.0000
1,247,352.0000
161.4760
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT SW COR VAULT, E SIDE LINCOLN AT NORTH ENTRANCE TO MOBILE ESTATESPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT SW CORNER OF VAULT ON E SIDE LINCOLN AT THE N ENTRANCE TO MOBILE ESTATES. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5916
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5919Monument ID: Other Reference ID:
Site Description: NE CORNER JERSEY & MAPLE AT INTERSECTION OF BACK OF WALKS
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
640,039.0000
1,244,369.0000
192.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BACK WALK, EASTERLY CORNER JERSEY & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND MON IN SIDEWALK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5919
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,039.0000
1,244,369.0000
192.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NW.QUAD JERSEY & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 61Comments:
01/08/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
WILSON ENGINEERING LLC.Survey Firm:
J. THOMAS BREWSTERSurveyor:
02/12/2009Recovery Date:
OKCondition:FOUND MON IN SIDEWALK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5919
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,039.0000
1,244,369.0000
192.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0300Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
C-BDS 2008 NAVD88 MON NW.QUAD JERSEY & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB918-8 pg. 61Comments:
01/08/2009Horizontal Calc Date: 02/12/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BACK OF WALK AT ELY CORNER JERSEY & MAPLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5919
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
640,039.0000
1,244,369.0000
192.8080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BACK WALK, EASTERLY CORNER JERSEY & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11 MEAN ADJUSTED BETWEEN STEELE & WILSON ELEVATIONS
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BACK OF WALK AT ELY CORNER JERSEY & MAPLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5919
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5920Monument ID: Other Reference ID:
Site Description: SW CORNER MAPLE & GARDEN AT INTERSECTION OF SIDEWALKS IN FRONT OF CHURCH
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
640,798.0000
1,243,549.0000
145.2320
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT INTER OF SIDEWALK, WESTERLY CORNER GARDEN & MAPLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT INTERSECTION OF SIDEWALK AT WLY CORNER GARDEN & MAPLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5920
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5921Monument ID: Other Reference ID:
Site Description: S SIDE BILL MCDONALD PARKWAY, E OF RES #3108. 1 FT N OF BACK OF WALK, 6 FT N OF TEL RISER
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
635,791.0000
1,243,886.0000
266.4520
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP 1' N. OF BACKWALK, 6' N OF TELERISER S. SIDE BILL MCDONALD, E. RES #3108Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP 1 FT N OF BACK OF WALK & 6 FT N OF TEL RISER ON S SIDE BILL MCDONALD PKWY. E OF RES #3108. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5921
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5922Monument ID: Other Reference ID:
Site Description: BENCHMARK HAS BEEN DESTROYED DURING CONSTRUCTION OF ES-0358. (SEE MONUMENT 6119)SW CORNER BILL MCDONALD PARKWAY & 25TH ST, 0.5 FT FROM BACK OF WALK
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
634,022.0000
1,241,662.0000
243.3960
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BACKWALK, SW COR BILL MCDONALD PKWY & 25TH STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
BENCHMARK DESTROYED BY ES-0358. FB 918-11
Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BACK OF WALK AT SW CORNER BILL MCDONALD PKWY & 25TH ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5922
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5923Monument ID: Other Reference ID:
Site Description: SW CORNER BILL MCDONALD PARKWAY & 21ST ST, 0.5 FT FROM BACK OF WALK, 18 FT SLY OF SIGNAL POLE.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
634,150.0000
1,240,511.0000
261.5740
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BACKWALK, SW COR BILL MCDONALD & 21ST, 18' SLY SIGNAL POLEPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BACK OF WALK AT SW CORNER BILL MCDONALD PKWY & 21ST. 18 FT SLY OF SIGNAL POLE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5923
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5924Monument ID: Other Reference ID:
Site Description: E SIDE 21ST ST BETWEEN DOUGLAS & KNOX NEAR RES #1021. LOCATED 1 FT W OF BACK OF WALK & 9 FT W OF PP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
632,872.0000
1,240,482.0000
219.1260
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BACKWALK, 9'W OF PP, E SIDE 21ST, BETWEEN DOUGLAS & KNOXPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BACK OF WALK, 9 FT W OF PP, ON E SIDE 21ST ST BETWEEN DOUGLAS & KNOX. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5924
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5925Monument ID: Other Reference ID:
Site Description: AT SE CORNER 21ST ST & HARRIS AVE. LOCATED 1 FT FROM BACK OF WALK IN FRONT OF PP
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
631,755.0000
1,240,464.0000
140.1110
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BRASS MON AT BACKWALK IN FRONT OF PP, SE COR 21ST & HARRISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BRASS MON AT BACK OF WALK IN FRONT OF PP AT SE CORNER OF 21ST & HARRIS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5925
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5926Monument ID: Other Reference ID:
Site Description: SW CORNER 16TH ST & HARRIS AVE. LOCATED 1 FT FROM BACK OF WALK IN FRONT OF PP BY FIRE STATION.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
631,795.0000
1,238,759.0000
136.9340
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT BACKWALK IN FRONT OF PP BY FIRE STATION, SW COR 16TH & HARRISPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT BACK OF WALK IN FRONT OF PP BY FIRE STATION, AT SW CORNER 16TH & HARRIS. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5926
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5927Monument ID: Other Reference ID:
Site Description: SE CORNER WEST COLLEGE WAY & BILL MCDONALD PARKWAY. LOCATED 1.5 FT BEHIND FACE OF CURB & 5 FT FROM SIGNAL POLE.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
635,697.0000
1,240,972.0000
311.8560
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP 1.5' FROM F/C, 5' NW SIGNAL POLE, SE COR W.COLLEGE WAY MCDONALD PKWYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP 1.5 FT FROM FACE OF CURB, 5 FT NW OF SIGNAL POLE, AT SE CORNER OF W COLLEGE WAY & BILL MCDONALD PKWY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5927
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5928Monument ID: Other Reference ID:
Site Description: NWLY SIDE HIGH ST IN FRONT OF WWU BOOKSTORE. LOCATED ON TOP OF RETAINING WALL AT CORNER BETWEEN BOOKSTORE & ROADWAY.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
638,418.0000
1,241,620.0000
315.2550
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT TOP COR OF RET. WALL, NWLY SIDE HIGH ST. IN FRONT OF WWU BOOK STOREPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT TOP CORNER OF RETAINING WALL AT NWLY SIDE OF HIGH STREET IN FRONT OF WWU BOOK STORE. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5928
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5929Monument ID: Other Reference ID:
Site Description: NLY SIDE INDIAN ST AT WYE INTERSECTION WITH HIGH ST. LOCATED IN SIDEWALK 1 FT FROM FACE OF CURB BY LIGHT POLE.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
639,273.0000
1,242,562.0000
268.9910
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP 1' FROM FACE CURB BY LIGHT POLE AT WYE INTERSECTION OF INDIAN & HIGH STPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP 1 FT FROM FACE OF CURB BY LIGHT POLE AT WYE INTERSECTION OF INDIAN & HIGH ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5929
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5930Monument ID: Other Reference ID:
Site Description: N CORNER E MYRTLE & INDIAN. LOCATED 2 FT E OF STREET LIGHT IN SIDEWALK.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
639,609.0000
1,243,344.0000
227.5040
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT N.CORNER OF MYRTLE & INDIAN ST, 2' E. OF LIGHT POLE IN SIDEWALKPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT N CORNER OF MYRTLE & INDIAN, 2 FT E OF LIGHT POLE IN SIDEWALK. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5930
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5931Monument ID: Other Reference ID:
Site Description: NLY SIDE BILL MCDONALD PARKWAY AT FERRY ST. LOCATED IN CONCRETE BASE OF PEDESTRIAN CROSSWALK SIGNAL BASE.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
635,259.0000
1,242,884.0000
303.2930
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP IN PED. SIGNAL BASE, NLY SIDE BILL MCDONALD PKWY AT FERRY ST.Point Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN PED SIGNAL BASE ON NLY SIDE BILL MCDONALD PKWY AT FERRY ST. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5931
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5932Monument ID: Other Reference ID:
Site Description: ELY SIDE OF WEST COLLEGE WAY BETWEEN BILL MCDONALD PARKWAY & HIGHLAND DR. LOCATED IN CONC BASE OF LIGHT POLE APPROX 145 FT S OF GAMMA BLDG 10.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
636,211.0000
1,240,503.0000
406.2080
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP IN LIGHT BASE, ABOUT 145' S. GAMMA BLDG 10, ELY SIDE W.COLLEGE WAYPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN LIGHT BASE , ABOUT 145 FT S OF GAMMA BLDG 10 ON ELY SIDE OF W COLLEGE WAY. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5932
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5933Monument ID: Other Reference ID:
Site Description: NE CORNER WEST COLLEGE WAY & HIGHLAND DR. LOCATED AT BACK OF WALK, NEXT TO RAMP & ACROSS FROM BUS SHELTER.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
636,712.0000
1,240,449.0000
432.1860
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT BACKWALK, NE COR W. COLLEGE WAY & HIGHLAND DR NEXT TO RAMPPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP IN BACK OF WALK AT NE CORNER OF W COLLEGE WAY & HIGHLAND DR NEXT TO RAMP. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5933
City of Bellingham Survey InformationReport of Survey Mark
2008 Vertical Datum Modernization Project - NAVD88
GENERAL MONUMENT INFORMATION
5934Monument ID: Other Reference ID:
Site Description: HIGH ST & W CAMPUS WAY & HIGHLAND DR. LOCATED IN NLY TIP OF TRAFFIC TRIANGLE ISLAND.
BENCH MARKCorner Type:Corner Description:
BRASS MONMonument Type:
RECOVERY REPORT
637,895.0000
1,241,109.0000
337.1630
0.0000
FEET
Northing:
Easting:
Latitude:
Longitude:
Units:
Ortho Elev:
Ellipse:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:WA North 4601Coordinate Zone:
Resource GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
3.2800Horizontal Accuracy: 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEY
Horizontal Calc By:
ES-0425Project No.:
BP AT NLY TIP OF TRAFFIC ISLAND, INTER OF HIGH ST, W. CAMPUS WAY & HIGHLANDPoint Description:
BENCHMARK NAVD 88Coordinate Source:
FB 918-11Comments:
01/07/2009Horizontal Calc Date: 02/17/2009Vertical Calc Date:
SURVEY CONTROL DATA
LARRY STEELE & ASSOCIATESSurvey Firm:
LAWRENCE W. STEELESurveyor:
02/17/2009Recovery Date:
OKCondition:FOUND BP AT NLY TIP OF TRAFFIC ISLAND AT INTERSECTION OF HIGH ST & W CAMPUS WAY & HIGHLAND. USED FOR DATUM MODERNIZATION TO NAVD88
Remarks:
08/22/2011
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
Mon# 5934